WQ0041569_Application (FTSE)_20200416

Permit Number WQ0041569
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Central Files: APS _ SWP _
3/30/2020
Permit Tracking Slip
Status Project Type
In review New Project
Version Permit Classification
A Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
RGL Business Park Minor Wilmington
Location Address County
New Hanover
Facility Contact Affiliation
Owner
Owner Name Owner Type
Town of Carolina Beach Government - Municipal
Owner Affiliation
Bruce Oakley
1121 N Lk Park Blvd
Dates/Events Carolina Beach NC 28428
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
3/18/2020
Regulated Activities Requested /Received Events
Additional information requested JKSC

—

Intracoastal Engineering
March 17th, 2020
NCDEQ
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: RGL Business Park
PN 2015-053
Dear To Whom It May Concern,
RECEIVEDINCDERRIDWR
MAR 18 2020
water Quality Regional
Operations Section
Wilmington Regional Office
Please find enclosed (1) original and (1) copy of Fast -Track Application, (1) fee
check ($480.00), and (i) USGS Topographic Map Sheet for the above referenced
project.
Please review for approval and contact us with any questions, comments or additional
information needed.
Sincerely,
Intracoastal Engineering PLLC
aa
D '
Charles D. Cazier,, .
5725 Oleander Dr. Unit E-7 Wilmington, NC 28403 (9r0)859-8983

State of North Carolina
Mkgmw-� Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources 1 PTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: Q
Woo t (�� (lobe compieled by DWR)
All Items must he completed or the annlication will be returned
1. APPLICANT INFORMATION:
I , Applicant's name: Tglyn of Carolina Beach Pub& t tlities (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: Mark Mover per I sA NCAC (Q— 0 0 )
Title: Director of Utilities
4. Applicant's mailing address: 1121 N. Lake Park Blvd,
City: Carolina Beach State: NC Zip: 84 8
5. Applicant's contact information:
Phone number: (910) 458- 7$�1 Email Address:
11. PROJECT INFORMATION:
1, Project name: RGL Business Park
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If modification, provide the existing permit number: WQ00— and issued date: _
If new construction but part of a master plan, provide the existing permit number; WQ00_
3. County where project is located: NEW HANOVER
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.049" Longitude: -77.9W
5, Parcel ID (if applicable): U8910-004-097.000
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professions! Engineer: Charles Cazier/Design Engineer License Number: p 0662
Firm: INTRACOASTAL ENGINEERING
Mailing address: 5725 Oleander Dr Unit E-7
City: WILMINGTON State: NQ Zip: 28403-_
Phone number: (L10) M.= Email Address: Charlic�i intracuashtleng" teerin com
IV, WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Town of Carolina Beach WWTF) Permit Number: NCO023256
Owner Name: Town of Carolina Beach
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Penn it Number(s): WQ�
System Wide Collection System Permit Numbers) (if applicable): WQCS_
Owner Name(s):
FORM: FTA 04-16 Page I or5

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 pgfp Lo)1gt's l )ptg i WqI ..A1CrS men ) QR n1. I)J. 'J been attached?
❑ Yes [:]No ®N/A
3. If the Applicant is a IJy,I➢S::J1gRC1�U-.4�S'L1S!'>'..A;istcladih,tLJlz�3 �llte lQiPittil2JJtI t3,g1 �4tnSiU-(19LOt Uk?A) been attached?
❑ Yes []No ZN/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)
S. Nature of wastewater: _%Domestic/Commercial 100%Commercial
_ % Industrial (bNrs jM_KA( * () ' 1 1 ))
----►la there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under J; Q Nt'AC' 02'1 01 14(Il7 ❑ Yes ® No
➢ If yes, Provide a cony of flow reduction annroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 42T.0114t11)
Daily Design Flow '^
No. of units
Flow
General Offices
25 gal/employee
144
3,600 GPD
gay.._
GPD
gal/
GPD
r
gal/
GPD
gal/
GPD
gal/
GPD
Total
3,600 GPD
a See 15A NCAC 021 01 ig(h_(d,(C)f I I U1191J.' ) (Or 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 Q5, 42- ).
b Per 15A NCAC 021' .0114(c), design flow rates for establishments not identified [in table J 5"f_A( t0,] IUj 4j shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
S. Wastewater generated by project:1&0 GPD (per J 5A NCAC' 021_,QLL4)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Oravity Sewer where flow will be permitted in subsequent permit% 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 (Explain): _
FORM: FTA 04-16 Page 2 of 5

VI1. GRAVITY SEwBR DESIGN CRITF.1(IA ( I I'Applicable)-02]1105 & MI)(' IGrmfiN svaersi:
L Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
S 401 C-900 PVC
D Section 11 & ill of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D Section III contains information related to minimum slopes for gravity sewer(s)
D Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
Vill. PUMP STATION DESIGN CRITERIA (If Applicable)—.QL'1305 & MDC' (Paul) Stallypp/Orck Melnil:
COMPLETE FOR EACH PUMPS TATION 1NCLU & tN Turd p& tECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: • °
3. Design Flow of the pump station: — millions gallons perday (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 ISA NCAc U L Q} :
❑ Standby power source or pump with automatic activation and telemetry - 1 SA NCAC 02T .0305(h)(1)(13):
D 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 Row less than 1.5,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - ISA NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - I SA NCAC 02T .0305(h)(1)(C):
D 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: t'fA 04-16
Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T ,0305(1));
1. Does the project comply with all separations found in I SA.Ni d4 Q:j. Ut Stl) R tu) ® Yes ❑ No
➢ 15A NCAC 02T.030511) enntains minimum
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
18 inches
Reclaimed water lines (vertical - reclaimed over sewer)
Reclaimed waterlines (horizontal - reclaimed over sewer)
2 feet
_
"Any private or public water supply source, including any wells, WS-I waters of Class I or
_
Class 11 impounded reservoirs used as a source of drinkina water
100 feet
"*Waters classified WS (except WS•I or WS•V), B, SA, ORW, IiQW, 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
Jop slope of embankment or cuts of 2 feet or more vertical hei hg t _
10 feet
Drainage systems and interceptor drains
5 feet
_AU_LWlmmj9LR22Is
10 feet
Final earth grade vertical
36 inches
contains ahematives where separations in (11 j'03(15}j) cannot be achieved.
➢ ""Stream classifications can be identified using the Division's ]yS. ath Walcr_L'yglfJg ujsw5..Wft W
➢ If noncompliance with Q L,Q1Q=,vt1W, 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 drat) 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 I, 5A N(AC Q2I ,QM ® Yes ❑ No
➢ This would include Trout Buffered Streams per 1 to NCAC' 2B 2p2
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 & Buffg�ermillitta I3mngJ1
5. Does project comply with j.1R1SI.l.R.S.(g.l(L) (additional permits/certifications)? ® Yes ❑ No
Per lS.tl X A5 0-01LtsWW, 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 sower utllection lines Ihul are deemed "high priurily?"
Per DA N('A 14 1, "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 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 permltee's Individual System -Wide Collection permit.
FORM: FTA 04-16
Page 4 of 5

X. CERTIFICATIONS:
Does the submitted system comply with .1 A NLM -Ur], the li' t u t L) ,i S'rIt'ri , �I�e 1' nnl hu of I!nt�m_tilru_ipyi
RUSLtSLrs'S �9Jllil .l l.aIC511S.1';;N!g1, and the (jZn its .awry Minit 5))1>y;j�tl_(,r14.CJ.U.li01S;i<15n' r 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 reouest is rcauhrd nrior to submittal of the Fast Track Apnlication and sunnmting
documents.
2. Professional Engineer's Certification:
1'-----aW �02 —Ar—tFQ„_ _ __._ _ -____.__attest that this application for
(Proicssiona tingincer's name horn Application hens 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 1 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 143-215.6B, 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.
North Carolina Professional Engineer's seal, signature, and dater i ,`'�Qt���O�;_
SEAL
032555
3. Applica'A's Certification per 15A NCAC 02T .0106(b):
t' I arV- F� 1 attest that this,tppiication for
nature Authority's name & title from Application Item11.3.)
has been reviewed by me and is accurate and complete to the but 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 143-2I5 6A and 14.1.21 Lot , 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: .*AZU
FORM: FTA 04-16 Page 5 of 5

t
0tetshmt of Miter Res�'terc vs
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Carolina Beach
Project Name for which flow is being requested: RGL Business Park
More than one FTSE maybe required for a single project ifthe owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewaterJlow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Town of Carolina Beach WWTP
b. WWTP Facility Permit #: CCO023256
c.
WWTP facility's permitted flow
AlI lows are in MGD
d.
Estimated obligated flow not yet tributary to the WWTP
3.0
1.225
e.
WWTP facility's actual avg. flow
0.875
f.
Total flow for this specific request
.0036
g.
Total actual and obligated flows to the facility
1.339
It.
Percent of permitted flow used
46.6
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:
(A)
Design
(B)
(C)
(D)=(B+C)
(E)--(A-D )
PumpmP
Station
Station
Firm
Average
Approx.
Obligated,
Not Yet
Total Current
(Name or
Permit
Capacity, *
Daily Flow**
(FAp0'
Current
Avg. Daily
Tributary
Daily Flow,
Flow Plus
Number)
No.
MGD
MGD
Flow, MGD
MGD
Obligated
Flow
Available
11
N/A
Capacity***
.065
.026
.019
0
.019
.007
* The Firm Capacity (design flow) of a
that can be achieved with the largest puny pump station is defined as the maximum pumped flow
mp taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pi) 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): Town of Carolina Beach
Downstream Permit Number: WQCS00076
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I C D 1� F N� V i � 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 certifies that the receiving collection system or treatment
works has adequateacity to transport and treat the proposed new wastewater.
Signing
Title of Signing Official
5 APR
Date
Page 2 of 6
FTSE 10-18

3/17/20
Sewer Narrative
RGL Business Park
Carolina Beach
New Hanover County, NC
PN 2015-053
RGL Business Park is a proposed commercial development which will occupy an
existing vacant lot totaling 2.26 acres located on the East side of North Lake Park Blvd.,
at the intersection of North Lake Park Blvd. and Bertram Dr. in Carolina Beach, New
Hanover County, NC. We are proposing to serve 4 Four commercial buildings. The
requested flow will be for 3,600 GPD (25 gpd/employee * 144 employees). This flow
will be routed to an Existing MH by means of 8" gravity mains with commercial services
proposed for this site. The Existing MH is located approximately 12o' East of the site
located within Bertram Dr. public Right of Way. The flow will ultimately reach the Town
of Carolina Beach treatment plant WWTF Permit No. NCo023256. Stormwater runoff
from this site is discharged to Carolina Beach Yacht Basin, classification SB 18-87-31.2.

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