WQ0040752_Application (FTSE)_20190508

Central Files:. APS SWP
3/29/2019
Permit Number• W00040752
Permit Tracking Slip
Program Category
Status Project Type
Non -discharge
In review New Project
Permit Type
Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
A Individual
Primary Reviewer
Permit Contact Affiliation
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Facility Marne
Major/Minor
region
Jensens Coastal Plantation Phase 4
Minor
Wilmington
Location Address
County
Pender
Facility Contact Affiliation
Owner
Owner dame
Owner Type
Pluris Hampstead LLC
Non -Government
Owner Affiliation
Maurice W. Gallarda
PE
2100 McKinney Ave
Dates/Events.
Dallas
TX 75201
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective
Expiration
3/28/2019

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 —FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
btvtsion of Water Resources FTA 04-16 &SUPPORTING DOCUMENTATION
Application Number:1&6 to be completed b DVWR
PP ( p y )
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Pluris Hampstead, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ®Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County E:1 Municipal ❑ Other
3. Signature authority's name: Randy Hoffer per 15A NCAC 02T .0106(b)
Title: NC Regional Manager
4. Applicant's mailing address: 1095 State Highway 210
City: Snead s Ferry State: NC Zip: 28460-
5. Applicant's contact information:
Phone number: (910) 327- Email Address: rhoffer o,plurisusa.com
OP
II.' PROJECT INFORMATION:
1. Project name: Jensen's Coastal Plantation - Phase IV
2. Application/Project status: Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W-QDD3_7 Q? and issued date: 0 '4'� .
If new construction but part of a master plan, provide the existing permit number: WQ0037287
3. County where project is located: Pender
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.3729' Longitude:-77.6986°
5. Parcel ID (if applicable): 3292-39-3667-0000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Kristen MorrisLicense Number: 047051
Firm: WK Dickson
Mailing address: 300 N. Third Street, Suite 301
City: Wilmington State: NC Zip: 28401-4732
Phone number: [phone] Email Address: KMorrisgWKDICKSON.COM
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Pluris Hampstead WWTP Permit Number: WQ0037287
Owner Name: Pluris USA
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ00.37324 Downstream (Receiving) Sewer Size: 10 .inch
System Wide Collection System Permit Number(s) (if applicable): WQCS `
Owner Name(s): Pluris Hampstead LLC
FORM: FTA 04-16 Page l .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: been attached?
El Yes ❑No ®N/A
3. If the Applicant is a Home/Propert_y Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
El Yes E]No ®N/A
4. Origin of wastewater: (check all that apply):
X Residential Owned ❑ Retail (stores, centers, malls) El 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 El Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 92.1 % Domestic/Commercial 7.9 % 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 .0114(f)? ZYes ❑ 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 a,b
No. of Units
Flow
Single Family Residences
120 gal/day �-�
138
16,560 GPD
Pool
10 gal/person
200
25000 GPD
Fitness Center
50 gal/100 sf
4500
21250 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
20,810 GPD
a See 15A NCAC 02T .0 1 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: 20,810 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
n F1 ow has a 1 rea dv been allocated in Permit Number-
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 0.4-16 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
8,158
PVC
8
370.
DIP
➢ 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: PS 41
2. Approximate Coordinates (Decimal Degrees): Latitude: 3 4.3 73 1 Longitude:-77.6911 °
3. Design flow of the pump station: 0.00696 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 67.5 gallons per minute at 44.1 feet total dynamic. head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
3
13440
PVC
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
.03 05(h)(1)(C)
or
® Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
Tt shall e demonstrated to the Division that tine porta le source is owned or contracted y 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)):
l . Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g) ® Yes El No
➢ 15A NC''AC O2T_0305(f)cnntoinq minimum .penarntinnc that shall he nrnvided fnr sewer .qvctemc-
Setback Parameter*
Required
Storm sewers and other utilities not listed below (vertical)
—Separation
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.0305O contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ * * Stream classifications can be identified using the Division's NC Surface Water Classifications webpaae
➢ 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? Z Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or Z Yes E]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.010(additional permits/certifications)? Z 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?"
Pef 15A NCAC 02T.0402, ".hicrh priorlify sewer" means caniftyr "aerial sewer, sewer contavintainug astlurfaee wuateras, 3 JL%-IJLI %J1 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 w t#t 1 SA NCAC O2 ', the 1Vlinimu�n Desi n riteria for the Permitting of Pumn Stations
and Farce Mains (latest ve6ion), and the Gruvit Sewer Mininlutn Desi n Cr'�t�ria latest version as applicably?
23 Yes El No
if No, complete and submit the Variance/Alternative Design Request application (VAD+C i o44) and supporting documents for
review. A roval of the reguestism tilrM LIrlor to submittI of the Fast T selc A1111lication and su gorting documents.
2. Professional Engineer's Certification:
�► attest that this appoir V lication pAlication for
(i'rot'csslonal Engineces panne from Application heat 111.I
has bcen .reviewed by nie and is accurate, complete and consistent with the information supplied in the pens, specifications,
engineering calculations, and all outer supporting docuruentation to the best of knowletig , I further attest that to the heft
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 last -Track Permitting
of Pump Stations and Force Mains Qatest version. Althoughother professionals may have developed certain portions of this
submittat package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
.have sudgecl it to be consistent with the proposed design.
NOTE - in accordance with Gen .eral Statutes I43-2 I5.6A and 1.43-215.013, any person who knowingly makes . a.ny -false
statement, representation, or certification in any application package shall be guilty o a Mass 2 misdemeanor, which may
include a one not to exceed Io, Oo, as �ve1l as civil penalties up to $2SJv per v;h'� :^., ..... .
Nord Carolina Professional Engineer's seal, signature, said date:
3. Applicant's Certifies
I,
�Si r
attest that this application for
y
has been reviewed by me and is accurate and complete to the best of my knowledge. l understand that if all required parts of
this application are not completed. and that if all rewired supporting documentation and, attachments are not included, this
application package, is subject to being returt2ed as incotnplet. i understand that an y rlisclarg+e ofvasteater from this inon-
discharge system to surface waters or die 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 ofwater Resources should a. condition
of this permit be violated. I also understand that if all required pans 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 the as
incornplcte.
NOTE In accordance with General Statutes 143-215.6A and 143-215 AB any person. who knowingly makes any false
statement, rcpresentatlon, or certification in. any application package shall be guilty of a Class 2 misdemeanor, which may
include -A fine not -to exceed $10 tlaa as well as civil penalties up o $25,000 per violation.
per 15A IBC C 02T..o I 06(b):
ure Authorit 's n2in�e Ar title from A. licatiot°
'A -, �A OW - Z"/- /1
Signature:
Date: ,
FORM: FTA 04- 16
Page 5 af5

State of North Carolina
Department of Environmental Quality
Bi"_3
•
3 M ivision of Water Resources
DIVISIon of Vwlaftr Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Pluris Hampstead, LLC
Project Name for which flow is being requested: Jensen's Coastal Plantation - Phase 4
More than one FTSE maybe 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: Pluris Hampstead WWTP
b. WWTP Facility Permit #: WQ0037287
Allflowsare inMGD
c. WWTP facility's permitted flow 0.250
d. Estimated obligated flow not yet tributary to the WWTP 0.070
e. WWTP facility's actual avg. flow 0.050
f. Total flow for this specific request 0.0208
g. Total actual and obligated flows to the facility 0.1408
h. Percent of permitted flow used 56%
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:
Pump
Station
(Name or
Number)
Loblolly
Parkwood
Firm
Capacity,
MGD
n nn"n
(A)
Design
Average Daily
Flow*
(Firm / p f),
MGD
n n11 n11
n nnn'7 n Ali KII
(B)
(C)
(D)=(B+C) (E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated Available
MGD
MGD
Flow Capacity***
n nn?)
n nnno
n All I n n Al on
0.007 0.0208 0.0278
ra
* The Firm Capacity 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.
A DIAHN R A nn„nnri• A as AMVW . t%^
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Pluris Hampstead WWTP
Downstream Permit Number: WQ037287
Page 1 of 6
FTSE 04-16

Ill. Certification Statement:
I Rand.v HO'ffien, Regional Manager certifv to the best cal' niv knowledue that the addition of
the V*olum-e of wastewater to be pei-nutt�d ihi thisproject has b. ell evaklaiedalong the rout,e to the
-re . ceiving NvMtewater trealffieiit facility and that the flow froni this pr(�Iecl is not anticipated to
cause anv capacitNl related sabitary sewer overflows or overburden anv do-vVhstream 4nip statiOn
en route to the, recei t t t��.imp:` i-itation
ving rea men t)lant der no a] ci *wiistanth,
U j-1 IIII rcu C ve,n e ini e,
of the planned. iniprovements 'identified its the p nnina assessinen where applicable. This
analysis has been performed in accordance with local established policies and procedure S using.
the best available data. This cenification applies to. t,hose items listed above. in Sections I and 11
plus all. Attache!a..' n i ng. ssessnient addendnis for Which atile respo asiH -e party.
SignatUre of this* tbrni indicateis, ace-eptans e of th-is wastewater flow.
7�
'Signil�g-�Qt MI. A)ifrnalure _)C
fic
FT S15E (A 1 6;

M 1 2 8 2019
March 27, 2019
ReF,;lot is
Mr. Dean Hunkele
Senior Environmental Specialist
NCDEQ Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Fast Track Sewer System Extension Application (FTA 04-16)
Town of Hampstead, North Carolina
Jensen's Coastal Plantation Phase IV
WKD Project Number 20170198.00.WL
Dear Mr. Hunkele:
We received comments from Kaarin Williams on your behalf regarding the FTSE Application that
was submitted on February 27t�, 2019. We offer the following responses:
On the FTA:
Phase: The permit shows you're requesting flow for the full buildout of 138 homes + pool
and clubhouse. Will the entirety of the infrastructure be installed at one time? This needs to be
specified on the permit application to show you're installing all the infrastructure but only building
53 homes at this time. The lot numbers will also need to be specified.
Response: The sewer system and pump station were designed for "full build out" to
include the entire subdivision and the future amenity center. The infrastructure will be installed
in phases, as the Owner sees fit, but there is no official phasing plan of how the lots will be
constructed.
Page 4: The applicants name should be "Pluris Hampstead, LLC" as this is a residential
property/development
Response: The applicant's name has been revised to Pluris Hampstead, LLC.
Page 5: #7 — summary of wastewater generated by project: The Daily Design flow for the
Single Family Residences should e 120 gal/day rather than 1200 gal/day
Response: This has been revised to say 120 gal/day.
300 N. Third Street, Suite 301
Wilmington, NC 28412
Tel. [phone]
www.wkdickson.com
Aviation 9 Water Resources o Community Development 9 Geomatics

Mr. Hunkele
March 28, 2019
Page 2
On the FTSE:
Page 1: The "entity requesting allocation needs to also read Pluris Hampstead, LLC
Response: This has been revised to Pluris Hampstead, LLC.
Page 1: Section II — listing the pump stations located between the project connection... The
stations at Loblolly Trail and Parkwood Dr should be listed along with their capacity/flow
information.
Response: Section II has been. filled out.
Included in this package are the revised FTA and FTSE applications and the flow reduction approval
letter. If you need any additional information . or clarifications, please don't hesitate to contact me at
910-762-4200 or [e-mail]
Sincerely,
W.K. Dickson & Co., Inc.
Kristen L. Morris, PE
Project Manager
PhOW.WK KSON

Dean Hunkele
Senior Environmental Specialist
NCDEQ — Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Fast Track Sewer System Extension Application (FTA 04-16)
Town of Hampstead, North Carolina
Jensen's Coastal Plantation — Phase IV
WKD Project Number 20170198.00.WL
Dear Mr. Hunkele:
at e
L
I I..
\Jqater Re�,00U-!
!on
,-n,_j1 0,1�fice
WlmingftO�l ':'eg'
On .behalf of Pender County Utilities, we are pleased to submit for your review a Fast Track Sewer
Extension Application. This subdivision project consists of approximately 8,528 LF of 8-inch gravity
sewer extension with 50 proposed manholes including one pump station in the development. There is
approximately roximately 1,440 LF of sanitary force main proposed that will discharge into the existing sewer on
Loblolly Trail northwest of Nandina Drive. The proposed sewer extension has been designed to handle
expected flows from all proposed facilities. This development will be served by the Pluris-Hampstead
Wastewater Treatment Plant. We have attached the following in support of the sewer system extension
application:
1. Two copies of the Fast Track Application and the Flow Tracking/Acceptance for Sewer Extension
Applications Forms FTA 04-16 and FTSE 04-16 and supporting documentation
2. Check in the amount of $480.00 for the application fee
3. Once copy of the applicable site plans and details
4. One set of project maps of the project area
5. One copy of the sanitary sewer calculations
If you have any questions, please contact me at [phone] or [e-mail]. Thank you
for your attention to this matter.
Sincerely,
W. K. Dickson & Co., Inc.
Kristen L. Morris, P.E.
Project Manager
Enclosures
cc: Joe Esposito, Vice President, Jensen's, Inc.
300 N. Third Street., Suite 301
Wilmington, NC 28401
Tel. [phone]
WWW.Wkdickson.com Aviation e Water Resources a Community Development a Geomatics

WDIkAoow�o� 1<S0 N
community infrastructure consultants
February 28, 2019
Jensen's Coastal Plantation - Phase 4 Subdivision Project
Pender County
Hampstead, North Carolina
Project Narrative
INTRODUCTION
Phase 4 of the Jensen's Coastal Plantation subdivision project is the last phase of expansion of a
well -established and well -maintained high -quality manufactured housing community designed
for citizens 55 years of age and older. The development started in 1982 and underwent expansions
in 1993 and 2005, with the most recent expansion (Nandina Drive) completed in 2010. In this
current expansion plan, Jensen Communities proposes to construct an additional 138 single-
family residential lots on the remaining ± 65.05-acre parcel (PIN 3292-39-3667-0000). The
subdivision is in Hampstead, NC (Lat: 34°22'41"N, Long.: 77°41'48" W). The project proposes an
extension of the sanitary sewer along Loblolly Trail including a new pump station.
SANITARY WASTEWATER
Residences in the project area contribute a design flow rate of 360 gpd. The clubhouse/fitness
center contributes 50 gallons per 100 square foot of the facility and the proposed pool has an
estimated 200 daily users contributing 10 gpd. The proposed facilities will be served by gravity
sewer and a single pump station. The pump station will provide service for 58 homes in the
subdivision. The pump station will be designed with a mobile standby power source available
for continuous operation. Refer to calculations in Appendix A for a summary of sanitary sewer
flows.
The sanitary sewer system discharges to the existing sewer manhole at the intersection of
Loblolly Trail northwest of Nandina Drive. This existing system eventually discharges to the
Pluris-Hampstead Wastewater Treatment Plant which has confirmed there is available capacity
to accommodate treatment of this development. There is a high priority line in the sanitary
sewer system between SSMH I-3 and SSMH I-2. This is an aerial sewer crossing the wetlands.
Sanitary sewer manholes are located outside of the 50-foot separation buffer for the wetlands.
The nearest downstream surface water feature is Old Topsail Creek, with stream index number
18-87-12 and classified as SA;HQW.
CONCLUSION
The proposed development at Jensen's Coastal Plantation has been designed in accordance with
the NC 2T rules. Extension of the sewer system will not create negative impacts to downstream
properties and will serve the new development sufficiently.
300 N. Third Street, Suite 301.
Wilmington, NC 28401
Tel. [phone]
www.wkdickson.com Aviation e Water Resources * Community- Development 9 Geom.atics

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MGR.:
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DESIGN
BY:
AAA
DRAWN
BY:
AAA
J. DATE:
06/20/2018
PR
DRAWING
NUMBER:
1 OF 1
WKD PROD. NO.:
2
170198.00.WL

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Figure 2
ah WK WDICKSON Street Level Map w f E
;ommunity infrastructure consultants Jensen's Coastal Plantation -Phase 4
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