WQ0040779_Application (FTSE)_20190516

Central Files- APS SVVP
4/9/2019
PermitNumberW00040779
Permit Triacking Slip
Program Category
Status Project Type
Non -discharge
In review New Project
PermitType
Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
A Individual
Primary Reviewer
Permit Contact Affiliation
dean.hunkele
Coastal SWRulle
Permitted Flow
Facility
Owner
Owner Name
Ghk Cape Fear Development LLC
Dates/Events
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
William W. Schoettelkotte
1051 Military Cutoff Rd
Wilmington NC 28403
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice
Issue Effective Expiration
4/8/2019
Reaulaced Activities
Requested lReceived Events
Additional information requested
T +..111

�NTPARA�Mo E.,
E N G i N E E R i N G, i N C.
1 2 2 CINEMA DRIVE
W I L M I N G T O N, N C 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
L E T T E R O F TRANS M ITTAL
.._......._
To: NCDEQ —Division of Water Resources Date Aril 3, 2019
127 Cardinal Drive Extension
Wilmington, NC 28405 Re: Woodlands at Echo Farms —Tract 3A
Fast Track Sewer System Ext.'- Application
Attu: To Whom It MayConcern Pro'ect No 18252.PE
Z Originals
Z Prints
❑ Shop Drawings
❑ Calculations
❑ Correspondence
Z Plans
❑ Specifications
Z Other as listed below .
2 Cover Letters
2 Fast Track Sewer App. & Supporting Docs. — Public Sewer (Orig. & Copy)
1 Application Fee - $480 (Check 11684)
2 Fast Track Sewer App. & Supporting Docs. — Private Sewer (Orig. & Copy)
1 Application Fee - $480 (Check 11685)
1 03/21 /19 CFPUA Approved Sewer Flow Letter
Issue Status: Z For Approval ❑ As Requested ❑ Construction ❑Bid
❑ For Your Use El For Review and Comment ❑ Approved as Noted ❑ See�RemarksPWft%-
Thank you for
your attention to this matter.
If you have any
questions, please contact Rob Balland at 910-791-6707 or rballand aramounte-en .com.
- , -IF 1-
Cc; Signed....... . .......
: ..,
Ayden Chung . .

P.ARAMOUNTE
E N G 1 N E E F2 i N G, I N C.
March 8, 2019
NCDEQ — DWR
127 Cardinal Dr. Ext
Wilmington, NC 28405
RE: Woodlands Landing at Echo Farms — Tract 3A
NCAC 02T.0300 Fast Track Sewer System Extension
Cape Fear Public Utility Authority, New Hanover County, NC
To Whom It May Concern,
Enclosed is sewer extension application with supporting documentation for the proposed
residential development in the City of Wilmington. There are private sewer main .extensions proposed as
part of this project that will be submitted under a separate application.
The proposed project will serve 176 new apartment homes (154 one- and two -bedroom apartments and
22 three -bedroom apartments), which will drain to an existing gravity sewer network.
The enclosed documents include the following items:
• Check in the amount of $480.00
• Fast Track Sewer System Extension Application
• Flow Tracking for Sewer Extension Applications
• Site Map
On behalf of Cape Fear Public Utility Authority and the developer, Cape Fear Commercial, we request
that you grant a permit for construction of this sewer system.
1 2 2 C I N E M A D R I V E, WILM I N G T O N, NC 2 8 4 0 3
P H( 9 1 O) 7 9 1 - 6 7 0 7 F A X: (9 1 O) 7 9 1 - 6 7 6 0

DocuSig.n Envelope ID: 459A8757-2BF4-4EO7-A431-2DgD1C784266
State of North Carolin.a
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
I ber..Application Num (to be completed t�N� DWR)
All items must be Completed or the -application w'111 be returned
L APPLICANT INFORMATION:
1. Applicant's name: GHK Ca Fear Development., LLC (company., municipality, HOA., utility. etc.)
2. Applicant type: Individual Z Corporation El General Partnership E] Privately
-Owned Public Utility
M Federal El State/County Municipal Other
3 Signature authoritys per I 5A
I name: Calvin Wei -NCACO2'1�.0,106tb)
Title- Member
4, Applicant's mailing address.- 10-5.1 Military, Cutoff Road. Suite 200
City.. Wilminglon State.: NC dip: 28403-
5, Applicant's contact lnformatlon.,
AL
Phone number: (210) 344- 1000 Email Address: vinawca efearcommercial.com
MIR D uam Ih
II. PROJECT INFOR.M.ATION: fh
Nf �
1. Projectname: Woodlands Landing at Echo Farms' - Tract 3A
2. Application/Project status: Z Proposed (New Permit) E] Existing Permit/Project
provide the existj ii nurnberWQQO an $
If a modi.fication, j ng. pern it d. issued date4
If new construction but part of a in -aster plan, provide the existing permit nunibe.r-. WQ.00
County. where pro je et is located- New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: .3'4,1661 •- Longitude: -77.922-9,'
5, Parcel ID (if applicable):. R07006-002-054-000
(or Parcel ID to closest downstrearn sewer)
111. CONS, ULTANT INFORMI ATION.-
1 Professional Engineer:.Rob Balland License Number:
Firm.: Paramounte Engineering, In I c.
mailing address: _122 Cinema Drive
Ctt. Wfl. 4
n y: i inington State: NC Zi 2.8403-
Phone number; [phone] Emai .1 Ad-dress.-.rballand Cmgaramounte-eng.coo
I.V. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION*,
I. Facility Name: Southside WWTP Permit Number:
O *wner m Nae.: Cape Fear Public Utility Auffiority
V. RECEIVING DOWNSTREAM SEWER IN FORM ATION(lif different. than WWTF):
1. Pei-m'ttNumber(s):WQO6LiOlrl6*"". Down -stream (Receiving) SeNver Size: inch
System Wide Coll,ectio.n....system Pet-111it Nuitiber(s). (ij, app.] i , c ble): WQCS
Owner Name(s):
H
L-SW�<.
FORM: FTA 04-16 Page I 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 ONo ®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/PropeM 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 X 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 .0114(f)? ❑ Yes ® No
➢ If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(W
Daily Design Flow a,b
No. of Units
Flow
1- & 2-Bedroom Apartments
3-Bedroom Apartments
General Office
Catering Space (clubroom and reception)
240 gal/connection
154
365960 GPD
360 gal/connection
14
5,040 GPD
25 gal/employee/shift
6
150 GPD
50 gal/100 sq. ft.
1732
866 GPD
gal/
GPD
gal/
GPD
Total
435016 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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 43,016 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

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
21046
C-900 PVC
8
40
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:
2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: - °
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)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g) ® Yes [-]No
� 1 G A ATO A 0 OlrP (1211CM eanaratinnc that cbnll 'kp nrnvirlPri fnr cPwPr cvctPmq'
Setback Parameter*
Separation Re uired
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 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() contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ "Stream Stream classifications can be identified using the Division's NC Surface Water Classifications webpa�e
➢ If noncompliance with 02T.0305(D-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 ® 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)? 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?"
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 Z 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

DocuSign Envelope ID: 459A8757-2BF4-4EO7-A431-2D9DlC784266
X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 021", the IMiniMUM Deli an,C riterifafor.the Permitting o.[.Pump.Stations
and Force Main,s latest version), and the Gravity Sewer Niiiiij-11-Uni Desigii Criteria datest versiqn as applicable,
Z Yes 0 No
IfN complete and submit the Variance/Alternative Design Request application (VADC 10-14)(and supporting documents for
review, Approval of the re nest is re aired prior to submittal of the Fast Track Application and- supporting documents.
I 1 1, 1 Professional Engineer's Certification:,
00,
2 11 attest that this'appi ication for
(Professfonal Engineer's name . from AppUcation Item 11.1. 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 try knowledge the proposed design has been prepared in accordance witb the applicable regulations, Gravity Sewer
Minimum Design Criteria.for Gravity Sewers.latest version), and the Mitilinum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest :versione. 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. desian.
NOTE — In accordance with General Statutes 1.43-215.6A and 143-215-613, any person. who knowingly makes any false
staternent, re.pre-sentation, or certification in any application. package shall be gruilty of a Class 2misdemeanor, which may
include a fine not to exceed $101000, as wel-Fas civil penalties up to $25,000per violation.
A.
North Carolina Professional En gl incer's seal, signature and date-
3. A ppl icant"s: Certification cation per 15A NCAC 02T.,01. 06(b):
cal vin F. Wells
L attest that this application for
.(Signature. Authority7s. name.& title from Application Item 1.3.)
has been review e*d by Me and Js.-accurat. J e and complete to t I he 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: attachrnents are not included.. this
application package is subject to being returned as incomplete. I understand that. any. discharge of wastex-eaterfroni this non-
disch4rge system to surface waters or the � land will, result ih an immed.ilate enforcernent action that niay include lude -civil penalties.,
C.
it juncture relief, and/or criminal prosecution. I Will makenoclaim against inst the of Water Resources should:a condition
ina pr I ion
of this permit be violated. I also understand that if 'all required parts of this applic ation. package are not completed and that If
a I W1
all ,required supporting infort-nation and attachments, ai,.*e not included, this pplication package ill be returned to me -as
incomplete.
NO
and 143-1 5.6B. any person who knowh gly makes any false TE — In accordance with. General Statutes. 14 1 '�M
statement, representation, or -certification in an lcatio'n package shall be guilty of a Class .2 misdemeanor, which may
y . ap pi
include a fine not to exceed $1. 0.000 as well as civil penalties .up to $25,000 per violation.
DocuSigned by.
Signature:
Date: 4/8/2019
FORK,FTA. 04-16 Page 5 of 5

State of North Carolina
L Department of Environmental Qua
lity
} Y Division of Water Resources
Y J s
1, ,40on of Watty: Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Echo Farms, LLC
Project Name for which flow is being requested: Woodlands Landing Echo Farms- Priv
More than one FTSE may 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: M'Kean Maffitt (Southside) WWTP
b. WWTP Facility Permit #: NPDES NC 0023973
Allflowsare inMGD
c. WWTP facility's permitted flow 12.000
d. Estimated obligated flow not yet tributary to the WWTP 2.079
e. WWTP facility's actual avg. flow 8.044
f. Total flow for this specific request 0.043 016
g. Total actual and obligated flows to the facility 10.167
h. Percent of permitted flow used 84.7%
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 Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow* * Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
27 N/A 0.378 0.151 0.151 0.155 0.305 -0.154
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): Cape Fear Public Utility Authority
Downstream Permit Number: N/A
Page 1 of 6
FTSE 10-18

• III. Certification Statement:
I Matthew Tribett, CFPUA Eng. Mgr 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.
NOW' Ar-J
g Official Signature
Title of Signing Official
Date
Page 2 of 6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section H where Available Capacity is <
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
PS 26 & 27 Upgrades is in design or under construction with
planned completion in 4th qtr 2019 ; and/or
d. The following applies:
The developer of this Droiect is required by agreement to complete an upgrade of PS 27 and
CFPUA is participating in the cost of the upgrade.
Capacity created by the upgrade has been obligated to the developer by the agreement.
The flow requested for this project is a portion of that obligation.
This proj ect's sewer will not be certified and no certificates of occupancy will be approved
by CFPUA unitl the upgrade of PS 27 is complete.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Signing Official Signature
2-711
Date
Page 3 of 6
FTSE 10-18

Hunkele, Dean
From: Robert Balland <[e-mail]>
Sent: Monday, April 8, 2019 12:06 PM
To: Hunkele, Dean.
Cc: Matthew Tribett ([e-mail])
Subject: [External] RE: Woodlands Landing Apts sewer apps
Dean,
Good afternoon. The proposed public is connecting to an existing public line. The proposed private is connecting to the
proposed public lines. The proposed public and private do not provide any connections to future phases.
5
Thank you,
From: Hunkele, Dean <[e-mail]>
Sent: Monday, April 8, 2019 11:52 AM
To: Robert Balland <[e-mail]>
Cc: Matthew Tribett ([e-mail]) <[e-mail]>
Subject: Woodlands Landing Apts sewer apps
Importance: High
Finally back in the office and trying to process these apps.
Is proposed private tying into the proposed public? If not, is it tying into new sewer being installed for other
phases/projects?
Is the public tying into any new sewer being installed for other phases/projects?
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.Hunke!e ncden;
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
http://deq.nc.gov/contact/­­­regionaI-offices/wiImington
1

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Limited Liability Company
Legal Name
GHKCape Fear Development LLC
Information
Sos1d: 1460350
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 7/27/2015
Registered Agent: Wells, Calvin F., Jr.
Addresses
Mailing
1051 Military Cutoff Rd Ste 200
Wilmington, NC 28405
Reg Mailing
1051 Military Cutoff Rd Ste 200
Wilmington, NC 28405
Company Officials
Principal Office
1051 Military Cutoff, Rd Ste 200
Wilmington, NC 28405
Reg Office
1051 Military Cutoff Rd Ste 200
Wilmington, NC 28405
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member
Calvin Wells , Jr
1051 Military Cutoff Road, Suite 200
Wilmington NC 28405

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122 Cinema Drive, Wilmington, NC, 28403 (910)-791-6707 Chk: RPB Woodlands 3A
NC license #: C-2846 Proj. No: 18252PE