WQ0030692_Application (FTSE)_20191011

Central Files. APS _ SWP
9/10/2019
Permit Number WQ0030692 Permit Tracking Slip
Program Category
Status
Project Type
Non -discharge
In review
Major modification
Permit Type
Version
Permit Classification
Gravity Sewer Extension, Pump Stations, $ Pressure Sewer Extensions
B
Individual
Primary Reviewer Permit Contact Affiliation
dean.hunkele
Coastal SWRule
Permitted Flow
44,100
Facility
Facility Name
Major/Minor
Region
Village Park Condominiums Sewer
Minor
Wilmington
Location Address
County
Brunswick
Facility Contact Affiliation
Owner
Owner Name
Owner Type
Brunswick County
Government - County
Owner Affiliation
John Nichols
PE
PO Box 249
Dates/Events
Bolivia
NC 28422024
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective Expiration
9/15/2006 9/4/2019
Regulated Activities
Requested /Received Events
Apartment complex
Additional information requested
Condominium
Additional information received
Wastewater collection
Outfall
Waterbody

STROUD ENGINEERING, P.A.
102-D Cinema Drive
Wilmington, NIC 28403
[phone]
TO � c (DE (,
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
(LINT MOIL 4G3LQCvl� ]D�ii 4LQd
�- t351
DATE 1201
JOB NO,
ATTENTI
RE:
❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
I,
1 f i 'L rT O
f
an
Water Qualiv h'egional
Operations ac Ion
Wilmington Reeioral Office
THESE ARE TRANSMITTED as checked below:
❑
For approval
❑
For your use
❑
As requested
❑
For review and comment
❑
FORBIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNER----' -- --
lf enclosures are not as noted, kindly notify us at once.

STROUD ENGINEERING, P. A.
CONSULTING ENGINEERS
102D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
WW W STROUDENGINEER.COM
LICENSE NO. C-0647
September 3, 2019
NCDEQ
Attn: Mr. Dean Hunkele
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Sewer Main Extension
Artesa Village Apartments
Dean:
Please find the attached application and supporting documents for extending sewer mains to
provide service to the proposed 72 unit apartment complex located off of High Market Street
within the Town of Sunset Beach in Brunswick County.
This project will have an average daily sewer flow of 11,760 GPD based on the proposed mix of
1, 2, and 3 bedroom units at the reduced flow afforded the applicant.
We are replacing 2381f of existing public 8" gravity main (WQ0030692) with 1901f of 8"
gravity main. In addition to this 1901f of realigned main, we are proposing to construct 251 if of
new public 8" sewer gravity main. In that the realigned section of main is outside of the existing
easement, I am reporting this a new main in Section VII of the FTA.
Thank you for your attention to this matter. Please let me know what additional information you
will need to process this request. Do not hesitate to contact me with any questions or concerns.
Respectfully,
David L. Menius, P.E.
Stroud Engineering, PA
107B COMMERCE STREET 102D CINEMA DRIVE 3302C BRIDGES STREET
GREENVILLE, NORTH CAROLINA 27858 WILMINGTON, NORTH CAROLINA 28403 MOREHEAD CITY, NORTH CAROLINA 28557
252.756.9352 910.815.0775 252.247.7479

Project Narrative -- Artesa Village Apartments
High Market Street Sunset Beach, NC 28468
The 4.96 acre project area is located 0.4 miles west the intersection of NC 179 (Sunset Boulevard North) and NC
904 (Seaside Road) within the corporate limits of the Town of Sunset Beach in Brunswick County, NC. The site is
zoned MUD. Proposed improvements are consistent with this zoning, as are adjacent land uses. The Developer
intends to build a mix of 1, 2, and 3 bedroom apartment units. A total of 72 units yields a density of 14.5 units per
acre.
The Artesa Village buildings will be residential in character and similar to the style of the condominiums across the
street. The proposed exterior materials, which consist of cement -fiber siding and brick, are intended to achieve
long-term use and durability with relatively low maintenance. The roof lines are broken and facades will have
varying lines to produce an attractive building with excellent curb appeal.
The site is presently vacant and is vegetated primarily with a stand of small, 10-15 year old pine trees. Three
heritage trees located on the property are to be removed due to interference with necessary site improvements.
Existing landscaping along the project's High Market Street and Queen Anne Street frontages will be retained and
augmented with 14 canopy trees and approximately 85 shrubs. Landscape islands will be located throughout the
proposed parking lot. Tree and shrub species will be selected with regard to existing vegetation, the local climate,
and the Town's ordinance.
Access to the site is proposed by a single full -movement driveway off of High Market Street. Internal drive aisle
widths are sufficient to allow fire apparatus access to each building without exceeding the 150' maximum dead
end length. The drive aisle pavement section is to be constructed to NCDOT standards. Minimum parking
requirements are satisfied with proposed spaces internal to the site. Utilization of existing on street parking is not
proposed as a means to satisfy parking requirements. Sidewalks are proposed throughout the site and will
connect to the existing sidewalk network at the proposed driveway.
Public water will be extended through the project by tapping an existing Brunswick County water mains in High
Market Street and Queen Anne Street. An existing public gravity sewer main which extends through the property
will be realigned to avoid conflicts with proposed improvements. State and County approvals shall be obtained
prior to commencing with work on proposed or existing utilities. The proposed apartments units consist of (12) 1
bedroom units, (36) 2 bedroom units, and (24) 3 bedroom units. Water demand is calculated as 400 GIRD per unit
= 28,800 GPD. Sewer flow is calculated as 140 GPD per 1 or 2 bedroom unit and 210 GPD per 3 bedroom unit =
11,760 GPD. Clubhouse use is limited to apartment residents and guests and flow for this facility is included within
the residential water demand and sewer flow calculations.
Stormwater runoff from all BUA will be collected and conveyed to an NCDEQ wet pond designed to treat and
release the difference in runoff volume between the 1 year, 24 hour predevelopment and post development
storms in 2-5 days. This NCDEQ treatment volume is released at a rate that does not exceed the 1 year, 24 hour
predevelopment runoff rate. This discharge is routed across a level spreader and 50' long vegetated filter in
accordance with NCDEQ SA watershed rules. Runoff in excess of the NCDEQ design storm up to the 10 year storm
is detained and released at a rate which does not exceed the predevelopment rate in accordance with the
Brunswick County Stormwater ordinance. Bypass swales are utilized to provide positive drainage to areas of the
site which are to remain pervious. No proposed BUA shall bypass the treatment system. NCDEQ and Brunswick
County stormwater permits shall be obtained prior to installation of impervious surfaces onsite.
Erosion control is accomplished through the temporary use of a gravel construction entrance, silt fence, and
hardware cloth and gravel inlet protection. The stormwater pond will be used as a skimmer basin during site
construction and will be converted to a stormwater basin once the site is stabilized. Sediments traps will be
utilized to treat the discharge of bypass swales. Riprap aprons will be installed and left in place at all pipe outlets.
An NCDEQ erosion control permit shall be obtained prior to commencing with land disturbing activities onsite.

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
I SA NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Brunswick County (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal M State/County ❑ Municipal ❑ Other
3. Signature authority's name: William L. Pinnix, P E per 15A NCAC 02T.0I06(b)
Title: Director of Engineering
4. Applicant's mailing address: 75 Courthouse Drive, Building I
City: Bolivia State: NC Zip: 28422-_
5. Applicant's contact information:
Phone number: [phone] Email Address: william pinnix brunswickcountync goy
II. PROJECT INFORMATION:
1. Project name: ArtesaVillage Apartments W�CJG346�a
2. Application/Project status: posed (New Permit) WExisting Permit/Project 9� —©-6-
If a 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: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 33.8960Longitude:
5. Parcel ID (if applicable): 2420000997
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: David L. Menius License Number: 35677
Firm: Stroud Engineering, P.A.
Mailing address: 102 D Cinema Drive
City: Wilmington State: NC Zip: 28403-
Phone number: [phone] Email Address: Imenius@stroudengineer corn
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: West Brunswick Regional Water Reclaimation Facility Permit Number: W00023693
Owner Name: Brunswick Countv
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W00030692 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System PermitNumber(s) (if applicable): WQCS00284
Owner Name(s): Brunswick County
FORM: FTA 04-16 Page 1 of 5

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 Developer's Operational Agreement (FORM: DEV) been attached?
XMm mm
3. If the Applicant is a Home/Property 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 / dental / 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))
L---->Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under I SA NCAC 02T .0I 14(f)? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(fl)
Daily Design Flow R,b
No. of Units
Flow
1-Bedroom Units
140 gal/dwelling unit
12
1,680 GPD
2-Bedroom Units
140 gal/dwelling unit
36
5,040 GPD
3-Bedroom Units
210 gal/dwelling unit
24
5,040 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
11,760 GPD
a See 15A NCAC 02T .0I 14(b), (d). (e)(1) and (e)(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. 42A-4).
b Per 15A 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 or operation patterns, and other measured data.
8. Wastewater generated by project: 11,760 GPD (per 15A NCAC 02T .0114)
➢ 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
❑ Other (Explain): _
FORM: FTA 04-I6 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 441 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
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T.0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. 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 putmp(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 15A NCAC 02T .0305(h)(1):
❑ 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:
❑ 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 - ISA NCAC 02T .0305(h)(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(fl & (g)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be nrovided for .sewer systems�
® Yes ❑ No
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
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 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
Top 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
➢ I SA NCAC 02T 0305(¢) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboage
➢ If noncompliance with 02T.0305(f) or (g), 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 I SA NCAC 02B .0200? ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 2B.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 be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)?
Per 15A NCAC 02T.0105(c)(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 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.
■mp1®.
➢ 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:
that this application for
(Professional Engineer's name from Application Item Ill.1.)
A r-' es ct V; I t e Apaee4-S
has been reviewed by me and is accurate, comet .f�ete 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 snakes 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:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I,
1. Does the submitted system comply with 15A 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 prim to submittal of the fast Track Application and supporting
documents.
2. Professional Engineer's Certification:
Dctv.,d L.
/Ile
46,
:4 SEAL 9r; _
35677 —
that this application for
(Signature Authority's name & title from Application Item I.3.)
Ar e5a Village APaAw%ei+i-5
has been reviewed by me ands 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 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 of to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Si S �.
g Date.
Signature:
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Brunswick County
Project Name for which flow is being requested: Artesa Apartments
More than one FTSE nay be required for a single project if the owner of lire WWTP is not responsible for all pump
stations along the route of One proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Sea Trail WWTP
b. WWTP Facility Permit #: WQ 0012748
All flows are in MGD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
0.300
1.0177
0.156
0.01176
1,185
395.0%
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)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Average
Approx.
Obligated,
Pump Pump Daily
Current
Not Yet
Total Current
Station Station Finn Flow**
Avg. Daily
Tributary
Flow Plus
(Name or Permit Capacity, * (Finn / pf),
Flow, Daily Flow,
Obligated
Available
Number) No. MGD MGD
MGD
MGD
Flow
Capacity***
Food
T WQ0013389 0.554 0.222
:,,„
0.011
0.0743
0.0853
0.1367
* 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): Village Park Condominuiums
Downstream Permit Number: WQ0030692
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I William L. Pinnix, PE; Dir of Engr 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 adequate capacity to transport and treat the proposed new wastewater.
a _ IS'30I7010'
Signing Official Signature
Z11R.LLTd� 0V in
Title of Signing Official
Page 2 of 6
FTSE 10-18

Hunkele, Dean
From: William Pinnix <[e-mail]>
Sent: Tuesday, September 10, 2019 1:28 PM
To: Hunkele, Dean; Luke Menius; Amy Aycock
Cc: William Pinnix
Subject: Re: [External] Re: WQ0030692 Village Park Condos and Artesa Village Apts
Dean
I can go with that. It seems reasonable to me.
The project sat a long time after that initial partial certification until Luke's project came about ..... and it may sit
again after this phase.
The county is okay moving forward as you have suggested.
Thanks for your help and as well as Luke input on this one.
Regards,
Bill
Wm. L. Pinnix, P.E.
Brunswick County
Director of Engineering
office: 910.253.2408
cell: 910.409.2557
Sent from my Verizon LG G7 ThinQ
From: Hunkele, Dean <[e-mail]>
Sent: Tuesday, September 10, 2019 12:21:18 PM
To: Luke Menius <Imen [e-mail]>; William Pinnix <WiIlia m.Pinnix@ brunswickcountync.gov>; Amy
Aycock<[e-mail]>
Subject: RE: [External] Re: WQ0030692 Village Park Condos and Artesa Village Apts
CAUTION: This email originated from outside of Brunswick County Government. Do not click links or open attachments unless you
recognke the sender and know the content is safe.
Okay, I would propose this since the condo project will never be completed as "originally approved". The permit should
have been broken up into 2 Phases with 1 Phase completed, but this would be typical of a Hobbs project.
I would propose to convert the Partial cert to a Final, modify the permit to cut the remaining line and condo flow
(leaving flow for the 4" building, a clubhouse/pool, etc) from the permit, then permit via the modification the line
relocation and apartment flow. Then when the future of the remaining old project area is known, we can permit them
accordingly at that time as some of the area could actually become partially commercial.

Let me know how that sounds Bill.
Dean Hunkele
Environmental Specialist II
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910.350.2004 Fax
[e-mail]
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
http://deg.nc.gov/contact/regional-offices/wilmington
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third
parties
The goal oft he Fast Track sewer permit program Is to issue a permit in no more than 30 business days from receipt of a complete application and if
no additional information has to be requested upon full review. Please use the Department's Permit Application Tracker to determine the official
application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays on the site for 30
days.
For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit
Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what you want especially for multi -version
permits; using today's date only gives info on the latest permit version. Confirmation using this method will replace letters and emails; it is
recommended that confirmation be printed and/orsaved.
Links to both trackers can be found on the sewer permitting site here: ht�://deg.nc.goy/about/divisions/water-resources/water-resources-
p er m its/ pe res/m I I ect i o n-syste m s-permit s
Subscribe to Collection System Updates listserve to receive automatic alerts for changes to applications, policies, regulations, etc.
From: Luke Menius[mailto:[e-mail]]
Sent: Tuesday, September 10, 2019 11:28 AM
To: Hunkele, Dean <[e-mail]>; William Pinnix <[e-mail]>; Amy Aycock
<a my.aycock@ bru nswickcountync.gov>
Subject: RE: [External] Re: WQ0030692 Village Park Condos and Artesa Village Apts
I've attached a Hobbs Upchurch plan with the original sewer alignment highlighted. The purple line was the proposed
1904 LF extension permitted by WQ0030692. The orange line is a gravity main that predated the condo plans. It looks
like the intent was to realign a few sections of this main to accommodate condo building 10. 1 believe each of the 15
condo buildings was to have 14 3 bedroom units.
I've also attached a markup with the existing and proposed sewer shown in relation to the proposed apartments. The
green line was built and certified in 2007 to serve condo buildings 1-4. We are proposing the red line. Note that our
project, delineated with the blue line, eliminates condo buildings 9-15. There remains about 6 acres of developable land
to the east of the existing condos/proposed apartments. This was to be a pool and condo buildings 5-8.

Once this apartment project is complete, there will be a total of 1,080 LF of sewer main in the ground with a flow of
23,520 GPD. The balance of permitted main and flow-824 LF and 20,580 GPD, respectively —could be utilized to sewer
the remaining project area.
Dean --to your question —I'm not sure what will be modified if you go that route as it is a little unclear what is going in
the east side of the site and I gather Brunswick County does not want to modify the permit to remove main/flow beyond
was is built/currently proposed. Perhaps wait and modify once we know what the last section of the project area looks
like.
David L. Menius, P.E.
Stroud Engineering, P. A.
102-D Cinema Drive
Wilmington, NC 28403
910-815-0775 ext 225
From: Hunkele, Dean <dean.hunkele([e-mail]>
Sent: Tuesday, September 10, 2019 11:15 AM
To: William Pinnix <[e-mail]>; Luke Menius <[e-mail]>; Amy
Aycock<[e-mail]>
Subject: RE: [External] Re: WQ0030692 Village Park Condos and Artesa Village Apts
Thanks that helps. So I assume that the installed line only goes up to where it flows diverts to the FL pump station or
maybe over near the power station since partial says for 4 buildings, but your system shows what was planned?
I am inclined to issue the permit modification to move the line and adjust the flow if we know how much was "lost" in
that parcel OR issue as a new permit to move line and assign its full flow, then let the County modify the condo permit
down the road.
Thoughts?
Dean Hunkele
Environmental Specialist II
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910,796.7380 Direct
910.350.2004 Fax
Dean. [e-mail]
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
http://deg.nc.gov/contact/regional-offices/wilmington
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third
parties
The goal of the Fast Track sewer permit program Is to issue a permit in no more than 30 business days from receipt of a complete application and if
no additional information has to be requested upon full review. Please use the Department's Permit Application Tracker to determine the official

application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays on the site for 30
days.
For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit
Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what you want especially for multi -version
permits; using today's date only gives info on the latest permit version. Confirmation using this method will replace letters and emoils; it is
recommended that confirmation be printed and/or saved.
Links to both trackers can be found on the sewer permitting site here: https://deg.nc.gov/about/divisions/water-resources/water-resources-
permits/peres/m I lection-systems-perm its
Subscribe to Collection System Updates listserve to receive automatic alerts for changes to applications, policies, regulations, etc.
From: William Pinnix [mailto:[e-mail]]
Sent: Tuesday, September 10, 2019 10:31 AM
To: Hunkele, Dean <[e-mail]>; Luke Menius <[e-mail]>; Amy Aycock
<a my.aycock@ bru nswickco untync.gov>
Subject: RE: [External] Re: WQ0030692 Village Park Condos and Artesa Village Apts
Dean,
Here is a GIS / Utility Layer screenshot.
Aerials are 2019.
Luke may have an overall schematic he can send you.
Il
William L. Pinnix, P.E.
Director of Engineering
Brunswick County
Post Office Box 249
75 Courthouse Drive NE
Building I
Bolivia, North Carolina 28422
Office: 910.253.2408
Cell: 910.409.2557
Fax: [phone]
Email: william.pinnix@brunswickcountync.00v
www.brunswickcountync.gov
"E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties."
From: Hunkele, Dean <[e-mail]>
Sent: Tuesday, September 10, 2019 10:24 AM
To: Luke Menius <[e-mail]>; William Pinnix <WiIlia m.Pin nix@ brunswickcountync.gov>; Amy
Aycock<[e-mail]>
Subject: RE: [External] Re: WQ0030692 Village Park Condos and Artesa Village Apts
Importance: High

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