WQ0041655_Application (FTSE)_20200506

Permit Number WQ0041655
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Facility Name
Sunset Common Mixed Use
Location Address
Owner
Central Files: APS _ SWP _
4/29/2020
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Brunswick
Facility Contact Affiliation
Owner Name Owner Type
Brunswick County Government - County
Owner Affiliation
John Nichols
PE
PO Box 249
Dates/Events Bolivia NC 2842202•
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
4/24/2020
Regulated Activities Requested /Received Events
Additional information requested

CAFE FEAR
ENGINEERING
151 Poole Rd., Suite 100, Belville, NC, 28451
TEL [phone]: FAX [phone]
w .capefearengineering.com
To
NCDEQ
127 Cardinal Drive Extension
Wilmington, NC 28405
Water Quality Section
Attn:
Mr. Dean Hunkele
APR 2 4 2020 '
Transmittal
Date: April 23, 2020
File: 805-43 "34"
Sunset Commons
Sewer Permitting Submittal
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review / Action / Approval
Quantity
Drawing No.
Description
1
Original
$480 Application Fee
1
Copy
Cover Letter
1
Copy
Sewer Project Narrative
1
Orig. &
Copy
Fast Track Application (Form: FTA 04-16)
1
Orig. &
Copy
Flow Tracking for Sewer Extension Applications (Form: FTSE 10-18)
1
Copy
Flow Tracking Acceptance Form (Brunswick County)
1
Copy
USGS Map
1
Copy
Aerial Map
1
Cape Fear Engineering, Inc
CC: File
File: 805-43 "34"
Signed: hwviv 1 (/
Gavin Milli n
Received By:
Date:

State of North Carolina
DWR 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
''.II
Application Number: W C_Q6�(t�+'/ �S (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 Public Utilities (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: William L. Pinnix. P.E. per 15A NCAC 02T .0106(b)
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: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Sunset Commons tX "d (J M-
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
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: W000
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 33.919-Longitude:-78.492'
5. Parcel ID (if applicable): 2270002308
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Michael House License Number: 046980
Firm: Cape Fear Engineering, Inc.
Mailing address: 151 Poole Road, Ste. 100
City: Belville State: NC Zip: 28451-
Phone number: [phone] Email Address: michael.housencUefearengineering com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Sea Trail WWTF
Owner Name: Brunswick Countv
Permit Number: WO 0012748
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
�1n
1. Permit Number(s): W00029001 Downstream (Receiving) Sewer Size:. ,ate— O
System Wide Collection System Permit Number(s) (if applicable): WQCS00284
Owner Name(s): Brunswick County
�rzAv,
FORM: FTA 04-16 Page 1 of 5

V1. 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?
❑ Yes ❑No ®N/A
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))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .01 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(f))
Daily Design Flow �b
No. of Units
Flow
Multifamily (3 Bedroom)
210 gal/day
48
10,080 GPD
Commercial Lot #1
880 gal/day/acre
2
1,760 GPD
Commercial Lot #2
880 gal/day/acre
2
1,760 GPD
Commercial Lot #3
880 gal/day/acre
2
1,760 GPD
gal/
GPD
gal/
GPD
Total
15,360 GPD
a See 15A NCAC 02T .0114(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: 15360 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 04-16 Page 2 of 5

V1I. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewersl:
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 1840 SDR-35
➢ Section II & 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 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 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
➢ 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 - 15A 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)):
I. 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 provided for sewers stems:
® 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-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
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
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(t) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webnage
➢ 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 ® N/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
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
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.
❑ Yes ® No ❑ N/A
➢ 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:
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?
@I Mm
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 Track Application and supporting documents.
2. Professional Engineer's Certification:
I, wr_, A F L. 1400r, attest that this application for
(Professional Engineer's name from Application Item III.1.)
6ct^6e,+ Cora 00\-S
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 $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
that this application for
(Signature Authority's name & thle from Application Item I.3.)
SttASGt 6Dr�. On.$
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 retained 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 not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date: ?2 —Z#z.6
FORM: FTA 04-16 Page 5 of 5

CAPE FEAR
ENGINEERING
April 23, 2020
Dean Hunkele
NCDEQ
Water Quality Section
Subject: Sewer Permit Application for Sunset Commons Development
Gravity Sewer System to Construct 48 Multi -family Units; Future Commercial Parcels
Brunswick County, North Carolina
Dear Dean Hunkele
Cape Fear Engineering, Inc. (CFE) is requesting a gravity sewer extension permit for Sunset Commons
development which proposes a total of 48 multi -family units. The flow requested will also include allocation
for three future commercial parcels within the project boundary.
The new gravity sewer system has been designed to convey wastewater discharge to the exiting 8-inch gravity
sewer line located in the center of Chatham Drive. The existing gravity sewer conveys the wastewater to a
pump station located at the end of Chatham Drive that pumps the flow into a 6-inch existing forcemain. A flow
of 10,080 GPD is anticipated for the 48 residential units each with projected wastewater flows of 210 GPD
(per 2T rules). A flow of 5,280 GPD is anticipated for the commercial parcels (approximately 6 acres) with
projected wastewater flows of 880 gal/day/acres. The total flow being requested is 15,360 GPD.
For your review we have provided the sewer application (FTA 04-16), site maps, sewer project narrative, and
construction plans. The proposed gravity sewer system design is in accordance with the NCDEQ's "Minimum
Design Criteria for Gravity Sewer. Since additional flow is being requested a FTSE form will be provided with
the submittal.
I trust that the information provided is sufficient for your approval of this new permit request and execution of
the permit application. Please let us know when the signed application is ready to be picked up. If you have
any questions or need any additional information, please contact me directly.
Sincerely,,
04"
Michael House, P.E.
Cc: CFE File 805-43 "34"
151 Poole Road, 50te 100 • Belville, NC 29451 • TEL: [phone] • FAX [phone]
www.copefearetigincering.com
P: i805180543Smrser Conn,, nsL4DMIWEWERWCDEQI2010-02 COIERLETTER.dw

Project Narrative
For
Sewer Permitting
Subject:
Sunset Commons
Brunswick County, North Carolina
Prepared for:
Duck Pond Ventures, LLC
5430 Wade Park Blvd, Suite 400
Raleigh, NC 27607
[phone]
Date: April 14, 2020
Prepared by:
CAPE FEAR ENGINEERING, INC
151 Poole Road, Suite 100
Belville, NC 28451
[phone]

GENERAL:
Sunset Commons is a multi -family residential development located along the east side of
Seaside Road (NC Hwy 904) approximately 1.9 miles south of the intersection of Seaside
Road (NC Hwy 904) and NC Hwy 17 in Brunswick County North Carolina. The flow
request for this gravity sewer permit will also include flow from three future commercial
parcels located within the project boundary.
This submittal includes improvements to serve 48 multifamily units and the future
commercial property. Wastewater flows from the proposed Sunset Commons will be
conveyed through an existing gravity sewer system. The proposed gravity sewer system
will serve the units mentioned above and collect at a pumping station downstream.
Brunswick County has informed us that capacity is available in the Sunset Commons
pump station for all additional flow.
After reaching the pump station, flow will be conveyed through a force main to a
downstream sewer system. Ultimately wastewater flows will discharge at the Sea Trail
WWTF (WQ 0012748).
The proposed gravity sewer for Sunset Commons will consist of approximately 1,840 LF
of 8-inch SDR 35 PVC gravity main.
WASTEWATER PROJECTION:
The projected ultimate average flow from the proposed service connections is anticipated
to be 15,360 GPD. This is based on 48 units (3-bedroom) each with projected
wastewater flows of 210 GPD (per 2T rules) and approximately 6 acres of commercial
property with projected wastewater flows of 880 gal/day/acre (per 2T rules).
SYSTEM DESIGN:
Gravity System:
The gravity sewer system for the project has been sized in accordance with the
requirements set forth in "Minimum Design Criteria for Gravity Sewer".
TREATMENT FACILITY:
The proposed wastewater flow of 15,360 GPD for Sunset Commons has been approved
for the Sea Trail Wastewater Treatment Facility. If additional flow capacity is required
for the future it will be requested.

OPERATION AND MAINTENANCE:
Brunswick County Public Utilities will be responsible for the operation and maintenance
of the sanitary sewer system.

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: Sunset Commons (townhomes)
More than one FTSE nuty 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.
a. WWTP Facility Name: Sea Trail WWTP
b. WWTP Facility Permit #: WQ 0012748
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
It. Percent of permitted flow used
All flows are in MGD
0.300
1.102
0.156
0.01536
1.273
424.3%
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, Total
Pump Pump
Daily
Current
Not Yet Current Flow
Station Station Firm
Flow**
Avg. Daily
Tributary Plus
(Name or Permit Capacity, *
(Firm / pfl,
Flow,
Daily Flow, Obligated
Available
Number) No. MGD
MGD
MGD
MOD Flow
Capacity***
Sunset
WQ0029001 0.252
0.1008
0.0068
.0279 0.0347
0.0661
* 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): Sunset Commons Shopping Center
Downstream Permit Number: WQ0029001
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.
Signing Official Signature
-2)) 12�t Cia
Title of Signing Official
Date
Page 2 of 6
FTSE 10-18

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CLD ZONING
TAX PARCEL:2270002304
LAND USE: VACANT
GARY O POPE
310 E FIRST ST
OCEAN ISLE BEACH, NC 28469-7606
P.B. 17 PG. 186
D.B. 4078 PG. 1196
3n,
NATURAL VEGETATION
WITHIN BUFFER
h�
i
- - - - =X
N350 59' 13.57"W 302.311'
Z Q
w Q
FUTURE COMMERCIAL LOT #3 Q
AREA: 1.91 AC w
U)
U)
W
U
U
O
CLD ZONING
TAX PARCEL: 2270002301
LAND USE: VACANT
CHATHAM GLENN DEVELOPMENT LLC
2002 N OAK ST STE 200
MYRTLE BEACH. SC 29577-3196
P.B. 51 PG. 63
D.B. 4079 PG. 376 a
M
TAX PARCEL NUMBER:
2270002308
OVERALL AREA:
22.34 ACRES
EXISTING ZONING:
CLD
APPROXIMATE WETLAND AREA:
11.35 ACRES
APPROXIMATE UPLAND AREA:
10.99 ACRES
SEMI -ATTACHED HOUSE AREA:
1.98 ACRES
TOTAL PROPOSED RESIDENTIAL UNITS:
48 UNITS
SEMI -ATTACHED HOUSE BUILDING AREA:
(2 UNITS PER BUILDING)
3,600 SF
PROPOSED DENSITY:
48 UNITS / 22.34 ACRES:
2.15 DU/AC
TOTAL OPEN SPACE REQUIRED:
(25% OF GROSS AREA)
5.59 ACRES
TOTAL OPEN SPACE PROVIDED:
9.24 ACRES
ACTIVE OPEN SPACE REQUIRED:
(15% OF TOTAL OPEN SPACE REQUIRED)
0.84 ACRES
ACTIVE OPEN SPACE PROVIDED:
(INCLUDES PONDS)
1.73 ACRES
S350 39' 42.57"E 714.650'
(TYP)
N350 59' 13.57"W 335.005'
w
O LL
N
FUTURE 20' BUFFER TO m
BE PROVIDED FOR FUTURE
COMMERCIAL DEVELOPMENT
FUTURE COMMERCIAL LOT #2
AREA: 1.92 AC
M132 ZONING
TAX PARCEL: 2270002426
LAND USE: VACANT
SIERRA PACIFIC INVESTMENT ENT LLC
1545 STONE CANYON ROAD
LOS ANGELES, CA 90077
P.B. 30 PG. 356
D.B. 1973 PG. 145
24" CONC. ROLL
10'-0" - 11
112° PEpEFOOT
1/4" PER FOOT
COMPACTED L g ABC
SUBGRADE
TYPICAL ROAD SECTION
NOT TO SCALE
S350 39' 42.57"E 60.971'
r�
CLD ZONING
TAX PARCEL:227N000101
LAND USE: RESIDENTIAL
CHATHAM GLENN POA INC CLD ZONING
605 BRIARWOOD DR STE C TAX PARCEL: 227NCO0102
MYRTLE BEACH, SC 29572-5745 LAND USE: AMENITY CENTER BLDG/POOL
P.B. 98 PG. 15 CHATHAM GLENN PDA INC
D.B. 4277 M 605 BRIARWOOD DR STE C
PG. 1287 MYRTLE BEACH SC 29572-5745
30'
N350 42' 06.57"W 222.282'
f_ I
59' 13.57"W 87.548'
FUTURE COMMERCIAL LOT #1
AREA: 2.12 AC
SEASIDE RAOD SW/NC HWY 904
24" CONC. ROLL
2" OF SF9.5A
i n" PER FOOT
T
o LL P.B. 98 PG. 15
�S350 39' 42.57"E 64.553'
LL D.B. 4277 PG. 1287
m S350 39' 42.57"E 517.856'
45 90 >o
\ 46 c�` o-
47 TOD.
/�so\\ 43
y
480
Q a0 2
42
_moo _ ✓' - 41 iyr T
wwwono
K.
w
O LL
coLL.
CLD ZONING
TAX PARCEL: 2270002301
LAND USE: VACANT
CHATHAM GLENN DEVELOPMENT LLC M 7
2002 N OAK ST STE 200 rfl
MYRTLE BEACH. SC 29577-3196
P.B. 51 PG. 63 / D.B. 4079 PG. 376�
N6022' 32.57"W 119.370'-/
5 ,E 422. v
�O
y �
c `
O
-NATURAL VEGETATION
WITHIN BUFFER
JRI1 ZONING
TAX PARCEL: 2270003901
LAND USE: COMMERCIAL
TOWN OF SUNSET BEACH
700 SUNSET BLVD N
( SUNSET BEACH. NC 28468-4337
P.B. 61 PG. 18
D.B. 2965 PG. 115
N45° 37' 18.57W 128.000'
GENERAL NOTES:
1.
WATER AND SEWER SERVICE TO BE PROVIDED BY BRUNSWICK COUNTY PUBLIC UTILITIES. PROJECT TO BE BUILT TO BRUNSWICK COUNTY PUBLIC UTILITIES
SPECIFICATIONS FOR WATER AND SEWER. A UTILITY PLAN MUST BE SUBMITTED AND APPROVED BY ENGINEERING AND EMERGENCY MANAGEMENT.
2.
COUNTY AND STATE STORMWATER PERMITS MUST BE OBTAINED PRIOR TO ANY CONSTRUCTION. NO NATURAL DRAINAGE AREAS WILL BE CUT OFF OR
CLD ZONING
DISTURBED BEFORE OBTAINING THE PERMITS.
TAX PARCEL: 2270002307
LAND USE: COMMERCIAL
3.
THERE SHALL BE A NOTE ON THE FINAL PLATS, MASTER COVENANTS, AND DEEDS SHOWING THE LOCATION OF WETLANDS AND NOTING THAT THOSE AREAS
MAY NOT BE FILLED, DISTURBED, OR ALTERED IN ANY WAY UNLESS PROPERLY PERMITTED BY THE NC DEPARTMENT OF ENVIRONMENT AND NATURAL
SUNSET COMMONS LLC
RESOURCES AND/OR THE US ARMY CORPS OF ENGINEERS.
PO BOX 8189
CINCINNATI, OHIO 45208-0189
4.
A HOME OWNERS ASSOCIATION WILL BE FORMED PRIOR TO THE SALE OF LOTS AND MEMBERSHIP WILL BE AUTOMATIC UPON PURCHASE WITHIN THE
P.B. 51 PG. 63
DEVELOPMENT. THE HOMEOWNERS ASSOCIATION WILL COMPLY WITH THE STANDARDS SET FORTH IN SECTION 6.11.2.1 OF THE BRUNSWICK COUNTY UNIFIED
D.B. 3995 PG. 1
DEVELOPMENT ORDINANCE.
5.
ALL ROADS WILL BE BUILT TO NCDOT MINIMUM PAVING STANDARDS FOR SUBDIVISION ROADS. ALL ROADS WILL BE PRIVATE AND MAINTAINED BY THE HOA.
6.
A HERITAGE TREE SURVEY WILL BE REQUIRED FOR ALL PROPOSED DEVELOPMENT AREAS IN ACCORDANCE WITH SECTION 6.1.3 OF THE BRUNSWICK COUNTY
UNIFIED DEVELOPMENT ORDINANCE.
7.
IMPERVIOUS AREAS FOR EACH PHASE OF DEVELOPMENT WILL BE DETERMINED AT A LATER DATE AND INCORPORATED INTO COUNTY AND STATE
STORMWATER PERMITS.
8.
THE PROJECT HAS BEEN DESIGNED TO MAXIMIZE ROADWAY INTERCONNECTIVITY AND MINIMIZE LINK -TO -NODE RATIO WHILE HONORING EXISTING
DEVELOPMENT AND ENVIRONMENTALLY SENSITIVE AREAS (WETLANDS).
' 42' 06.57"W 59.997'
9.
A ROAD MAINTENANCE AGREEMENT WITH THE OWNERS OF THE ACCESS EASEMENT (CHATHAM GLENN SW) WILL BE SECURED PRIOR TO THE ISSUANCE OF
BUILDING PERMITS.
10.
A TRAFFIC IMPACT ANALYSIS MAY BE REQUIRED IF THE PROPOSED SITE PLAN MEETS THE THRESHOLDS ESTABLISHED IN SECTION 6.16.
CLD ZONING
11.
ALL SEMI -ATTACHED RESIDENCES SHALL PROVIDE A MINIMUM OF TWO OFF-STREET PARKING SPACES. OFF-STREET PARKING HAS BEEN PROVIDED WITHIN
TAX PARCEL: 2270002306
DRIVEWAYS.
LAND USE: COMMERCIAL
STATE EMPLOYEES CREDIT UNION
12.
THE HOA WILL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL COMMON AREAS (INCLUDING MAINTENANCE OF ALL STORMWATER PONDS) AND ROADWAYS.
PO BOX 26807
13.
ALL STREET NAMES WILL BE SUBMITTED TO AND APPROVED BY BRUNSWICK COUNTY GIS DEPARTMENT PRIOR TO RECORDING OF PLATS.
RALEIGH, NC 27611-7665
P.B. 32 PG. 84
14.
A MINIMUM ON AVERAGE 30-FOOT PERIPHERAL BUFFER, WHICH SHALL HAVE A VISUAL OPACITY OF 0.6, WILL BE PROVIDED FOR ALL AREAS WHERE
D.B. 3821 PG. 356
PROPOSED DEVELOPMENT ABUTS ADJACENT PROPERTIES. THIS BUFFER WILL CONSIST OF EXISTING VEGETATION AND SUPPLEMENTAL NATIVE PLANTINGS
(I.E. WAX MYRTLES) AS DEEMED NECESSARY BY DEVELOPER.
15.
WHERE THE 30-FOOT PERIPHERAL BUFFER CANNOT BE PROVIDED A 20-FOOT PERIPHERAL BUFFER WILL BE PROVIDED AND SHALL INCLUDE A 6-FOOT
OPAQUE FENCE AND 0.6 OPACITY, ALTERNATIVE 3 (PER BRUNSWICK COUNTY UDO) VEGETATION REQUIREMENTS. IN AREAS WHERE EVEN THE 20-FOOT
BUFFER CANNOT BE PROVIDED THE VEGETATION REQUIREMENTS SHALL BE DOUBLED.
16.
ALL STREET LIGHTING WILL BE INSTALLED IN COMPLIANCE WITH SECTION 6.9 OF THE LIDO FOR ALL AREAS NOT CURRENTLY PLATTED. AN APPROVED
LIGHTING PLAN WILL BE REQUIRED PRIOR TO THE ISSUANCE OF BUILDING PERMITS.
_ 100,
CD �i (D �(1% i _ (D 1/ (D (D\ o/ 01 o C / IocD 1
\ D D o D o (D 1\ (D D m/ 1 0cal (D (D -n
CANOPY TREE = 3
TYPICAL
UNDERSTORY =6 PLANTINGS
PER 100 FEET
SHRUBS = 34
e SHRUB
1. ALL SPECIES SHALL BE NATIVE, HARDY NATURAL SPECIES. USE APPENDIX A OF THE BRUNSWICK COUNTY UDO -
FOR GUIDANCE IN SELECTION OF PLANTINGS. / \
2. USE SPECIES THAT ARE DROUGHT RESISTANCE. TEMPORARY IRRIGATION MAY BE REQUIRED TO ESTABLISH / O 1 UNDERSTORY
PLANTING. MINIMIZE PERMANENT IRRIGATION TO THE MAXIMUM EXTENT POSSIBLE. �\ /
30' TYPICAL PROJECT BOUNDARY BUFFER DETAIL o I CANOPY TREE
NOT TO SCALE \
- - I 6' OPAQUE FENCE
TYPICAL
/ 0 1 CD / 0 1 D / 0 1 D UNDERSTORY = 3 PLANTINGS
I, N PER 100 FEET
SHRUBS =3
e SHRUB
1. ALL SPECIES SHALL BE NATIVE, HARDY NATURAL SPECIES. USE APPENDIX A OF THE BRUNSWICK COUNTY UDO -
FOR GUIDANCE IN SELECTION OF PLANTINGS. / \
2. USE SPECIES THAT ARE DROUGHT RESISTANCE. TEMPORARY IRRIGATION MAY BE REQUIRED TO ESTABLISH ` 0 1 UNDERSTORY
PLANTING. MINIMIZE PERMANENT IRRIGATION TO THE MAXIMUM EXTENT POSSIBLE. /
3. STREET YARD TO INCORPORATE AN EARTH BERM UNDER PLANTINGS AS SITE CONSTRAINTS ALLOW. \ /
20' TYPICAL PROJECT BOUNDARY BUFFER DETAIL
NOT TO SCALE
OWNER/DEVELOPER
DUCK POND VENTURES, LLC
5430 WADE PARK BLVD
RALEIGH, NC 27607-4190
PHONE: [phone]
LEGEND
PROJECT BOUNDARY
WETLANDS
ADJOINING PROPERTY LINE
BUFFER ZONE
UNIT NUMBER
LANDSCAPED AREA
OPEN SPACE
I ACTIVE OPEN SPACE
1 PROPOSED BUILDINGS
I PROPOSED POND
PROPOSED ROADWAY
FUTURE PARCEL
FUTURE ACCESS EASEMENT
EXISTING ACCESS EASEMENT
EXISTING ROAD
EXISTING ROW
TRAIL
FENCE
PROJECT
LOCATION
VICINITY MAP
NOT TO SCALE
V
U-
1L JL
M
In
XXX
ISSUED FOR
REGULATORY REVIEW
1
REVISED PER TRC COMMENTS
MRH
3/19/2020
0
ISSUED FOR REGULATORY REVIEW
MRH
2/28/2020
REV'
#
DESCRIPTION
REV.BY
DATE
REVISIONS
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
805-43
NUMBER:
SCALE: AS SHOWN
DATE : JANUARY 2020
TRACKING:
SUNSET COMMONS
BRUNSWICK COUNTY, NC
PLANNED DEVELOPMENT
LANDPLAN
PROJECT NUMBER SHEET NUMBER
805-43 CS 100