SW8121019_HISTORICAL FILE_20170622

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 \2\okq
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 n oko2_z
YYYYMMDD

' ROY COOPER
Cj
Governor
MICHAEL S. REGAN
Secretary
Energy. Mineral& TRACY DAVIS
Land Resources Director
ENVIRONMENTAL OVALITY
June 22, 2017
Evergreen Construction Company; Inc.
ATTN: Mr. Lyle D. Gardner. President
7706 Six Forks Road, Suite 202
Raleigh, NC 27615
Subject: Modified Stormwater Management Permit No. SW8 121019
Beaufort Spring
High Density Commercial Subdivision
Constructed Wetlands Project draining to Class SA waters
Carteret County
Dear Mr. Gardner
Effective August 1. 2013, the State Stormwater program was transferred from the Division of Water
Quality (D'WQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous
references to DWQ will remain in older stormwater permits issued prior to .August 1,.2013 until they are
modified. Please note that this modified permit now references DEiMLR as the Division responsible for
issuance of the permit.
The Wilmington Regional Office received a complete; modified Express Stormwater Management Permit
Application for Beaufort Spring on June 14, 2017. Staff Express review of the plans and specifications
has determined that the project, as proposed, will comply with the Stormwater Regulations set forth in
Session Law 2008-211 and Title 15A NCAC 2111000. We are forwarding modified permit No. SW8
121019, dated June 21, 2017, for the construction, operation and maintenance of the BVtP's and built -
upon area associated with the subject project.
The modifications covered by this permit include the reallocation of the 141,846 sf or permitted BUA
between Lot 1 and Lot 2. The permittee will submit a request to transfer the permit to Beaufort Spring
Housing Associates, LLC upon receipt of this modified permit.
This permit shall be effective from the date of issuance until January 10, 2021, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the conditions listed in this
permit regarding the Operation and Maintenance of the BMP(s), recordation of deed restrictions,
certification of the BMP's, procedures for changing ownership, transferring the permit, and renewing the
permit. Failure to establish an adequate system for operation and maintenance of the Stormwater
management system, to record deed restrictions, to limit BUA, to certify the BMP's, to transfer the
permit, or to renew the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings
(OAH). The written petition must conform to Chapter 150B of the North Carolina General Statutes, and
must be filed with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH
with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing process
at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their
website at w ,vv.NCOAH.com. Unless such demands are made this permit shall be final and binding.
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Wilmington Regional office 1 127 Cardinal Drive Extension I Wilmington. NC 28405
910 796 -2.15

State Storinwater Perri No. SWS 121019 ,
Pape 2of2
If you have any questions, or need additional information concerning this matter, please contact Linda
Lewis, at [phone].
Sincerely, }�
Tracy Davis, Y.E., Director
Division of Energy; Mineral and Land Resources
GDS/arl: G:A\\Stormwater\Permits fi Projects\2012\121019 HD\2017 06 permit 121019
cc : Igor Palyvoda, PE, Baldwin Design Consultants
Town of Beaufort Building Inspections
Division of Coastal Manaeement
Wilmington Regional Office Siormwater File
State of North Carolina I En0onmental Quality I Energy. Mineral and land Resources
Wilmington Regional Office 1127 Cardinal Drive Exlension I Wilmington, NC 28405
910 796 7215

State StormwaterPemritNo. SWS 121019
Page 2 of 2
If you have any questions, or need additional information concerning this matter, please contact Linda
Lewis, at (910) 796-721 S.
Sincerely,
?� Tracy Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/arl: G:A\\Stormwater\Pemiits & Projects\2012\121019 FID\2017 06 permit 121019
cc: Igor Palyvoda, PE, Baldwin Design Consultants
Town of Beaufort Building Inspections
Division of Coastal Management
Wilmington Regional Office Stormwater Pile
State of North Carolina I Environmental Quality I Energy. Plinciai and Land Resom'ces
wilmingion Regional Office 1127 cardinal Drive Extension 1 Wlmingcon.NC'_8905
910 7967215

State Stormwater Management Systems
Permit No. SW8 121019
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS, HEREBY GRANTED TO
Evergreen Construction Company, Inc.
Beaufort Spring
US Hwy 70, Beaufort, Carteret County
FOR THE
construction, operation and maintenance of one (1) constructed wetland, within ''/z mile of
and discharging to SA waters, in compliance with Session Law 2008-211 and the
provisions of 15A NCAC 2H .1000 (hereafter, the "storm water rules') and the approved
stormwater management plans and specifications and other supporting data as attached
and on file with and approved by the Division of Energy, Mineral and Land Resources
(hereafter, DEMLR or Division) and considered a part of this permit.
This permit shall be effective from the date of issuance until January 10, 2021 and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. The subdivision is permitted for 2 lots, each limited to a maximum amount of built -
upon area as indicated in Section 11.14 (f) of this permit.
3. This stormwater system has been approved for the management of stormwater runoff
as described in Section 1.10 of this permit. The runoff from all built -upon area within
the permitted drainage area of this project must be directed into the permitted
stormwater control system. The stormwater wetland has been designed to treat the
runoff from 141,738 square feet of built -upon area.
The maximum built -upon area allowed for the entire subdivision is 141,846 square
feet. Of this amount, 141,738 square feet will drain to the stormwater wetland and 108
square feet of sidewalk will drain to the infiltration area/stilling basin to obtain settling
prior to being discharged. Direct discharges to SA waters are not allowed. Swale
discharges from the design storm must either be infiltrated or diffused at a non -erosive
velocity into the vegetated buffer or other natural area. The vegetated buffer or
natural area must be capable of providing effective infiltration of the runoff from the
design storm. The infiltration area/stilling basin will provide effective infiltration for the
runoff from the 108 square feet that cannot drain to the stormwater wetland.
Page 1 of 8

State Stormwater Management Systems
Permit No. SW8 121019
5. The drainage area will be limited to the amount of built -upon area indicated in Section
11.14 of this permit, and per approved plans. The built -upon area for the future
development draining to the stormwater wetland is limited to 54,339 square feet.
A 50' wide vegetative buffer must be provided adjacent all surface waters, measured
horizontally from and perpendicular to the normal pool of impounded structures, the
top of bank of both sides of streams and rivers and the mean high water line of tidal
waters.
The volume in excess of the design storm must flow overland through a level spreader
and 50 foot vegetative filter strip, designed per NCAC 2H.1008 (0 to pass the peak
flow from the 10 year storm in a non -erosive manner.
The stormwater wetland design storm must discharge to a level spreader and filter
strip capable of providing effective infiltration per SL2008-211, Section 2(b), (1)(c)(2).
9. Prior to the discharge of stormwater runoff from any lot into the approved stormwater
system, the permittee shall ensure that the owner of the lot has obtained a separate
Offsite Stormwater Management Permit.
10. The following design criteria have been approved for the constructed wetlands
stormwater facility, and must be provided in the system at all times:
a
Drainage Area #1, acres:
5.93
Onsite, ft2:
258,311
Offsite, ft2:
0
b.
Total Impervious Surfaces, ft2:
141,738
Lot 2 Buildings, ft2:
29,185
Lot 2 Parking ft2
26,594
Lot 2 Sidewalk, ft2:
10,521
Lot 2 Entrance Road, ft2:
21,099
Lot 1 (Future), ft2:
54,339
c.
Plant Depth, inches:
12
d
TSS removal eff., W
85%
e.
Design Storm, inches:
3.66
f.
Permanent Pool Elevation, FMSL
95
g.
Permitted Wetland Surface Area, ft2
39,000
h.
Shallow Land Area, ft2:
15,600
i.
Shallow Water Area, ft2:
15,600
j
Deep Pool Area, ft2:
7,800
k.
Permitted Temporary Storage Volume, ft3:
39,000
I.
Temporary Storage Elevation, FMSL:
10.5
m.
Controlling Orifice o":
3.00
n.
Trees
0
o.
Shrubs
0
p.
Herbaceous Plants
7,800
q.
Receiving Stream / River Basin
Turner Creek / WOK04
r.
Stream Index # / Classification
21-35-1-11-1 / SA HQW
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 121019
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be entirely constructed, vegetated and
operational for its permitted use prior to the construction of any built -upon surface.
2. The facilities shall be constructed, operated and maintained in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
3. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 121019, as issued by
the Division under NCAC 02H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management
Permit.
C. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division.
f. The maximum built -upon area per lot is 54,339 square feet for Lot 1 and
87,507 square feet for Lot 2. This allotted amount includes any built -upon
area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built
upon area is defined in NCGS 143-214.7.
g. All runoff from the built -upon areas on the lot must drain into the permitted
system. This may be achieved by piping or grading.
h. Built -upon area in excess of the permitted amount will require a permit
modification.
j. All affected lots shall maintain a 50' wide vegetative buffer adjacent to all
surface waters, measured horizontally from and perpendicular to the normal
pool of impounded structures, the top of bank of both sides of streams and
rivers and the mean high water line of tidal waters.
k. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the requirements of the Stormwater Rules
is subject to enforcement procedures as set forth in NCGS 143, Article 21.
I. Each lot within the subdivision whose ownership is not retained by the
permittee, must submit a separate Offsite Stormwater Management Permit
application package to the Division and receive a permit prior to any
construction on the lot.
4. A copy of the recorded deed restrictions must be submitted to the Division within 30
days of the date of recording the plat, and prior to selling lots. The recorded copy
must contain all of the statements above, the signature of the Permittee, the deed
book number and page, and the stamp/signature of the Register of Deeds.
5. The permittee shall review all individual proposed and modified lot plans for
compliance with the conditions of this permit. The permittee shall not approve any lot
plans where the maximum allowed built -upon area has been exceeded, or where
revisions to the grading or to the storm drainage system are proposed, unless and
until a permit modification has been approved by the Division.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 121019
6. The permittee is responsible for the routine monitoring of the project to assure
continued compliance with the built -upon area limits, grading and storm drainage
system established by this permit, the permit documents, the approved plans and
the recorded deed restrictions. The permittee shall notify any non -compliant lot
owner in writing and shall require timely remediation of the non-compliance.
7. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in
the notice, the permittee shall submit a written time schedule to the Director for
modifying the site to meet minimum requirements. The permittee shall provide
copies of revised plans and certification in writing to the Director that the changes
have been made.
All stormwater runoff collection and control measures must be contained within
either a public right-of-way, dedicated common area or recorded easement. The final
plats for the project will be recorded showing all such required rights -of -way,
common areas and easements, in accordance with the approved plans.
During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately. If the stormwater system was used as an
Erosion Control device, it must be restored to design condition prior to operation as
a stormwater treatment device, and prior to occupancy of the facility.
10. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received from
an appropriate designer for the system installed certifying that the permitted facility
has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
11. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed below:
a. Any revision to the approved plans, regardless of size.
b. Redesign or addition to the approved amount of built -upon area.
C. Further development, subdivision, acquisition, or sale of any, all or part of the
project area as reported on the application documents.
d. Altering, removing, regrading, relocating, or resizing of any component of the
approved stormwater runoff collection system and/or the approved
stormwater BMPs.
e. The construction of built -upon area within any permitted future development
areas shown on the approved plans.
f. The construction of permeable pavement, areas of #57 stone, or public trails
for BUA credit.
g. Any other revisions as determined by the Director.
12. The permittee shall provide the operation and maintenance necessary to assure that
all components of the permitted stormwater system function at design condition.
The approved Operation and Maintenance Agreement is incorporated by reference
into this permit and must be followed in its entirety and maintenance must occur at
the scheduled intervals.
13. Records of maintenance activities must be kept by the permittee. The records will
indicate the date, activity, name of person performing the work and what actions
were taken.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 121019
14. Prior to transfer of the permit, the stormwater facilities will be inspected by DEMLR
personnel. The project and the stormwater facility must be in substantial compliance
with all permit conditions. Any items not in substantial compliance must be repaired,
replaced or restored to design condition prior to the transfer. Records of
maintenance activities performed to date will be required.
III1115c7A.1=1:7n\wKeffik,I
This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed Permit
Transfer Application Form, accompanied by the supporting documentation as listed
on the form, to the Division of Energy, Mineral and Land Resources at least 60 days
prior to any one or more of the following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part, except in the case of an individual lot sale that is made subject
to the recorded deed restrictions;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy,
d. Foreclosure, subject to the requirements of Session Law 2013-121,
e. Dissolution of the partnership or corporate entity, subject to NCGS 57D-2-01(e)
and NCGS 57D-6-07,
2. The permittee shall submit a competed Permit Update Form to the Division within 60
days of any one or more of the following events:
a. A name change of the current permittee;
b. A name change of the project;
c. A mailing address change of the current permittee;
3. The permittee is responsible for compliance with all permit conditions until the
Division approves a request to transfer the permit. Neither the sale of the project, in
whole or in part, nor the conveyance of common area to a third party constitutes an
approved transfer of the permit.
4. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit is subject to enforcement action by the Division in
accordance with NCGS 143 Article 21.
5. The issuance of this permit does not preclude the Permittee from complying with all
statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal) having jurisdiction.
6. If the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as
may be required by this Division, such as the construction of additional or
replacement stormwater management systems.
The permittee grants DEMLR Staff permission to enter the property during normal
business hours to inspect all components of the permitted stormwater management
facility.
The permit issued shall continue in force and effect until revoked or terminated. The
permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and re -issuance or termination does
not stay any permit condition.
Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 121019
10. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit. The permittee shall maintain a copy of the
permit, O&M agreements, and the approved plans on file.
11. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as
allowed by the laws, rules and regulations contained in Session Law 2006-246, Title
15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
12. The permittee shall submit a permit renewal application at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit modified and reissued this the 215t day of June 2017.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 121019
Beaufort Spring Page 1 of 2
Stormwater Permit No. SW8 121019
Carteret County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/weekly/full time)
the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 121019
Certification Requirements:
Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted amount
of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The wetland zone elevations are per the approved plan.
6. The wetland is located per the approved plans.
7. A trash rack is provided on the outlet structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of wetland zone surface area and volume have been
provided.
12. Required drawdown devices are correctly sized and located per the approved
plans.
13. All required design depths are provided.
14. All required parts of the system are provided.
15. The required number of wetlands plantings have been provided.
CC' NCDEMLR-DEQ Regional Office
Town of Beaufort Building Inspections
Page 8 of 8

DEMtiRUSSONLY—" - - - -�" -- ----
Received
Fee Paid (express only
Permit Number
/Date
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT PLAN REVISION APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Stormwater Management Permit Number: SW8121019
2. Project Name:
3. Permit Holder's name (specify the name of the corporation, individual, etc.):
Evergreen Construction Company
ECC' 94
JUN 0 6 2017
4. Print Owner/Signing Official's name and title (person legally responsible for permit):
Lyle D. Gardner, President
5. Mailing Address for person listed in item 2 above:
7706 Six Forks Road, Suite 202
Phone: (919 ) 848-2041
Email: lyledgard [e-mail]
IL PLAN REVISION INFORMATION
State:NC Zip:27615
Fax: ( )
1. Summarize the plan revision proposed (attach additional pages if needed):
The purpose of this plan revision is to reallocate the allowable BUA between lots. The new allowable BUA.
should be 54,339 s.f. (was 55,931 s.f. originally) for Lot 1 and 87,507 s.f. (was 85,915 s.f. originally) for Lot 2.
Ill. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. The complete
application package should be submitted to the DENIER Office that issued the permit.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original & 1 copy of the Plan Revision Application Form
• Two (2) copies of revised plans (must be revisions of original approved plan slieet(s))
If applying for Express review (only available in 20 coastal counties): y�
• Application fee of $500.00 (made payable to NCDENR) Y.
VI. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, item 3) Lyle D. Gardner
certify that I have authorized these plan revisions and that the information included on this plan revision
application is, to the hest of my Knowledge, correct and complete.
Date: �/r I/ r7
Plan Revision Form Rev. Oct. 31, 2013

Lewis,Linda
From: Lewis,Linda
Sent: Wednesday, June 21, 2017 5:22 PM
To: 'Igor Palyvoda'
Subject: RE: Beaufort Spring SW8121019 Express Review Comments
Igor:
I'm still having some trouble with the BUA numbers. All of the BUA numbers on the application,
EXCEPT for the Future allocation (for Lot 1) should be attributed to Lot 2, which is deed -restricted to
a total of 87,507 sf. This amount includes the 108 sf of BUA being treated in the small stilling basin.
Subtract 108 from 87,507, in order to determine how much of Lot 2 BUA is treated in the wetlands -
87,399 sf. So, the BUA numbers in Drainage Area column #1 need to add up to 87,399. However,
the breakdown of that 87399 sf as indicated on the revised application page 3 of 6 received on June
1.4, only adds up to 86,925 sf.
You've listed the future BUA amount for Lot 1 as 54,813 sf, but the current deed -restricted BUA for
Lot 1 is 54,339. You should correct that on the application and add that 474 sf difference to the
20,625 Other amount, so that is becomes 21,099 sf.
In addition, you have not listed any amount for street, but there is a fairly lengthy access drive. Is the
access drive BUA reflected in the 20,625 sf [21099 sf] Other BUA amount? I suggest moving that the
street box on the application.
Assuming that 54,339 sf is allocated to Lot 1, 1 think your breakdown should look like this:
Building
29185
Street
21099
Parking
26594
Sidewalk
10521
Other
0
Future (Lot 1)
54339
Total
141738
Please review and adjust accordingly and resend the adjusted page 3 of 6 by June 23, 2017.
Thanks,
Linda
From: Igor Palyvoda[mailto:[e-mail]]
Sent: Wednesday, June 14, 2017 12:08 PM
To: Lewis,Linda <[e-mail]>
Cc: [e-mail]; Scott, Georgette <[e-mail]>; Weaver, Cameron
1

r
C
ti
Lewis,Linda
From:
Igor Palyvoda<[e-mail]>
Sent:
Wednesday, June 21, 2017 5:49 PM
To:
Lewis,Linda
Subject:
RE: Beaufort Spring SW8121019 Express Review Comments
Attachments:
Page 3 of application breakdown revised 06212017.pdf
Linda,
I have revised page 3 per your suggestions. Yes, I did put the private drive under "other" category because it was not a
public street. The 474 s.f. difference is due to the future area that will be between private drive in Lot 2 and Lot 1. So
what we have here is:
20,625 s.f. of existing private street in Lot 2 + 474 s.f. of future street in Lot 2 = 21,099 s.f. total of street (existing plus
future)
54,339 s.f. of future BUA (Lot 1) + 474 s.f. of future BUA (Lot 2) = 54,813 s.f. of total future BUA
Please let me know if you have any other questions/comments.
Thanks
Baldwin Design
Consultants^
Igor Palyvoda, PE
Vice President
1700-D East Arlington Boulevard
Greenville, INC 27858
252.756.1390
252.321.1412 (Fax)
ipalvvodaPbaldwindesignconsultants.com
From: Lewis,Linda [mailto:[e-mail]]
Sent: Wednesday, June 21, 2017 5:22 PM
To: Igor Palyvoda<[e-mail]>
Subject: RE: Beaufort Spring SW8121019 Express Review Comments
Igor:
I'm still having some trouble with the BUA numbers. All of the BUA numbers on the application,
EXCEPT for the Future allocation (for Lot 1) should be attributed to Lot 2, which is deed -restricted to
a total of 87,507 sf. This amount includes the 108 sf of BUA being treated in the small stilling basin.
Subtract 108 from 87,507, in order to determine how much of Lot 2 BUA is treated in the wetlands -
87,399, sf. So, the BUA numbers in Drainage Area column #1 need to add up to 87,399. However,
the breakdown of that 87399 sf as indicated on the revised application page 3 of 6 received on June
14, only adds up to 86,925 sf.
1

r;
Lewis,Linda
From: Igor Palyvoda <[e-mail]>
Sent: Wednesday, -June 14, 2017 12:08 PM
To: Lewis,Linda
Cc: [e-mail]; Scott, Georgette; Weaver, Cameron
Subject: RE: Beaufort Spring SW8121019 Express Review Comments
Attachments: 108 square foot area.pdf; Page 3 of application breakdown areas.pdf
Linda,
Please see my responses regarding your comments below.
1. 1 have attached a marked up drainage area map with 108 square foot area highlighted in green and also
indicated the location of stilling basin. This 108 square foot area consists of a sidewalk that is NOT draining
towards private drive. I have indicated all the way at the end of the narrative that 108 square feet will not be
treated in stormwater wetland (see 2nd paragraph on page 3 of the narrative). My apologies for not stating it
right off the bat in the narrative.The 108 square foot area is not being eliminated. It will remain as it was
originally designed and constructed so this should still remain a plan revision like we discussed back in May.
2. 1 have attached page 3 with revised built upon areas. Yes, you are correct that all of the private drive BUA is
located entirely within Lot 2. 1 have listed private drive, bike pad, and dumpster pad under "Other" category.
Yes, Mr. Gardner will request to transfer revised permit with updated BUA to Beaufort Spring Housing Associates. His
attorney has already filled out transfer form and we have a check from Lyle. We are just waiting to get current permit
revised. Incidentally, could you let me know to whose attention we should send transfer application once the current
permit is revised? I'm not sure if it should go to your attention or if someone else will be handling it since transfers do
not fall under express review. Please let me know if you need anything else.
Thanks
Baldwin Design
Consultants^
Igor Palyvoda, PE
Vice President
1700-D East Arlington Boulevard
Greenville, NC 27858
252.756.1390
252.321.1412 (Fax)
ipalyvod a pbaldwindesignconsu Itants.com
From: Lewis,Linda [mailto:[e-mail]]
Sent: Wednesday, June 14, 2017 10:15 AM
To: Igor Palyvoda <[e-mail]>
Cc: [e-mail]; Scott, Georgette <[e-mail]>; Weaver, Cameron
<ca [e-mail]>
Subject: Beaufort Spring SW8121019 Express Review Comments
Good morning Igor.
I'm working on the draft of this permit and have a few questions.

1. The previously issued permit allowed for the construction of a total of 141,846 sf of BUA but
only 141,738 was to be directed to the permitted wetlands. The remaining 108 square feet of
BUA was to be treated in a small infiltration area located at the beginning of the private drive. I
don't know where this 108 sf BUA is located — the current DA map is not clear. In addition, the
2017 narrative appears to state that all 141,846 sf of the BUA runoff is being treated in the
wetland. Are you eliminating the small infiltration area with this modification and are you now
proposing to direct all of the BUA on the lots and the street into the wetlands? If so, then this
express review goes from a plan revision to a full modification. If this is the case, then we'll
need an additional $1500 fee to review this as a minor modification in express, revised
calculations, a revised DA map, and a revised wetland supplement form.
2. Can you provide a new breakdown of the BUA on Lot 2? 1 want to know how the 87507 sf of
proposed allocation is split between building, parking, sidewalk, private drive, etc. It looks like
all of the private drive BUA is located on Lot 2, is that correct? You can email me an updated
page 3 of the application to satisfy this requirement.
Once this modified permit is issued, I assume that Mr. Gardner will be requesting a transfer to the
new owner, Beaufort Spring Housing Associates, LLC?
Please submit the requested information by June 21, 2017.
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
Iinda.lewis(a)ncdenr.00v
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
-: <- 'Nothing Compares.--,
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
2

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DISTURBED AREA = 1.700 ACRES

NORTH CAROON& CARTERET COUNTY
Thle 4mnmieet val tlde cevdlods w duly food at
me dale and Ome and In dM Book vial Pep pterm
ontutslempuapnveof.
aNFM1W�d0.Y
Prepared By and Return To:
NORTH CAROLINA
CARTERET COUNTY
Kohn Law, P.L.L.C.
205 West Millbrook Road
Suite 210
Raleigh, NC 2760,9
flu t MIA
Fca K91STRRTIM RE215YU M MEW
4rti I=t V. K
November 12, 2013 02:48:29 M
PkC EST 7 P
FEE. S3a W
FILE 1 1455174
THIS JOINT DRIVEWAY EASEMENT AGREEMENT, DRAINAGE EASEMENT
AND AGREEMENT TO CONVEY EASEMENT FOR INGRESS AND EGRESS, D'2AINAGE
AND UTILITY CONNECTIONS (this "Agreement) made and entered into this d"J' day of
November, 2013, by and between BEAUFORT SPRING HOUSING ASSOCIATES, LLC, a
North Carolina limited liability company (hereinafter 'Beaufort Spring") and G AND M
DEVELOPMENT, LLC, a North Carolina iimitcd liability company (hereinafter "G and M").
Each of Beaufort Spring and G and M may hereafter be referred to individually as "Owner' and
together as "Owners."
WITNESSETH:
WHEREAS, Beaufort Spring is the owner of that certain parcel of land situated in
Beaufort Township, Carteret County, North Carolina, containing approximately 6.403 acres, as
shown as Lot 2 in that certain plat of survey entitled "BEAUFORT SPRING" prepared by
Baldwin Design Consultants, PA, and recorded in Book of Maps E0d3, Page 417 . of the Carteret
County Registry; and 3L
WHEREAS, G and M is the owner or Contract purchaser, from Beaufort Spring, of that
certain parcel of land situated in Beaufort Township, Carteret County, North Carolina,
containing approximately 1,836 acres, as shown as Lot I in the above -referenced plat of survey
recorded in Book of Maps 2913, Page4I, Carteret County Registry; and
b2
WHEREAS, a 20' wide paved driveway has been installed or will be installed by
Beaufort Spring upon Lot 2, running from the northern margin of Live Oak Street and along the
I BOOK 1 PAGES
ECEIVE
JUN 0 ++ 2017
I
0

western ::os' Scundary ;ini of Lot :, to a point in 'he eonhem boundary line of l.rt I. being r
conmton come- .rf Lot ' and Lot I hereinafter relerred eo as the 'Joint Dric ,,:ac and ;:rilii,
Connection Easement Area) and wen continuing beyond the northernmost oomtdary line of L>t
1 farther into Lot 2 (the "Lot 2 Drive"), when it connects with the parking areas, as show a in the
Site Development Plan attached hereto as Exhibit "A" and made a part hereof by reference: and
WHEREAS, a regional stormwater facility (the "Facility") has or will be installed by
Beaufort Spring upon Lot 2 in the general area of the southern portion of Lot 2 and lying cast of
the Lot 2 Drive, being just north of the northern property line of Lot 1 (hereinafter referred to as
the "Drainage Easement Area")
WHEREAS, Beaufort Spring and G and M desire to establish shared or common rights
and interests in the Joint Driveway and Utility Connection Easement Area, situated on Lot 2 in
the general area of the 20' wide paved driveway and in the Drainage Easement Area, situated on
Lot 2 in the general area of the southern portion of Lot 2 and lying east of the Lot 2 Drive and
establish certain rights and servitudes over their respective parcels in order to facilitate the use of
said Joint Driveway and Utility Connection Easement Area and Drainage Easement Area
NOW, THEREFORE!
1. Establishment of Easements. (a) Beaufort Spring hereby establishes a perpetual
nonexclusive easement over and upon the Joint Driveway and Utility Connection Easement Area
in favor of lot 1 and Lot 2, such easement being for the purpose of vehicular and pedestrian
ingress, egress and regress, in common with others entitled thereto by the owners and their
respective agents, tenants, contractors, employees, customers and invitees, and for the purpose of
making connections for utilities serving lot 1. No Owner or any of their heirs, legal
representatives, successors and/or assigns shall install or place any fence, wall, curb or other
barrier along the common boundaries of the respective parcels so as to unreasonably impair,
burden or interfere with the passage of vehicular and pedestrian traffic either between the
respective properties referenced herein or to Live Oak Street The foregoing "No Barrier
Agreement" shall not prohibit (or restrict in any manner) any Owner from constructing
additional buildings or other improvements on its property, or from relocating or altering any
driveways, pedestrianways, or curb cuts located on its property in the Owner's sole and absolute
dismetien so long as it does not relocate, alter or interfere with the use of the Joint Driveway and
Utility Connection Easement Area
(b) Beaufort Spring hereby establishes a perpetual nonexclusive easement for the
purpose of draining, discharging and impounding stormwater collected from Lot 1 into tha
Facility and associated improvements over and upon the lands of Lot 2 constituting the Drainage
Easement Area in favor of Lot 1, such easement being for the purpose of drainage, discharging
and impounding of stormwater collected from Lot 1 into the Facility. No Owner or any of their
heirs, legal representatives, successors and/or assigns shall install or place any from, wall, curb
or other barrier along the common boundaries of the respective parcels so as to unreasonably
impair, burden or interfere with the drainage of stormwater from Lot 1 into the Facility, except
for such fencing that may be reasonably required to utiliu the Facility as a Drainage facility
serving Lots 1 and 2 and to facilitate drainage, discharging and impounding of stormwater
collected from Lot 1. The foregoing "No Barrier Agreement" shall not prohibit (or restrict in .
any manner) any Owner from constnrcting additional buildings or other improvements on its
property, or from relocating or altering any driveways, pedestrianways, or curb cuts located on
BOOK NtoSPAGE 1 Y -

10,0MLEMY
.ts property in hr Owns'. +-- an._ absolute discreticu to 6•:.e ..s r .roes of . 1,,.ae. alter ,•;
ntcrfae with It, -c ci ,he .)range Easement Ara. _
2. Maintenance of toint Driveway and Ctil;ty Connectioa Easement Area and
r - a e Easement Area
2.1 The Owners of .Lots 1 and 2 shall be equally responsible for repairs and
maintenance casts for the Joint Driveway and Utility Connection Easement Area; however, each
party acknowledges and agrees to perform its maintenance obligations hereunder so as to keep
the entire Joint Driveway and Utility Connection Easement Area in a state of good repair and so
as to maintain a neat and attractive appearance for the mutual benefit of both Owners and their
respective properties.
2.2 Beaufort Spring shall maintain and repair the Drainage Easement Area and
Facility, together with all associated improvements, in good and operable condition. For so long
as no development bas occurred on the Lot 1, Beaufort Spring shall conduct such maintenance
and repair at Beaufort Spring's sole cost and expense. At such time as any portion of Lot 1 is
developed, the maiateeance and repair costs shall be shared among the owners of Lot I and Lot 2
on an equitable basis with reference to the acreage of.each parcel as it relates to the total acreage
of 8.239 acres. Other than as set forth below, the Lot I Owner shall be responsible for 22% of
the costs to maintain and repair the Drainage Easement Area and Facility and the Lot 2 Owner
shall be responsible for 790/9 of the costs thereof The owner of Lot 1 shall pay its respective
shares of maintenance and repair costs to the owner of Lot 2 within 30 days after receipt of an
invoice therefor, and the amount of any maintenance and repair costs for which the owner of Lot
1 is responsible to reimburse the owner of Lot 2 shall constitute a lien and encumbrance upon
Lot 1. Notwithstanding the foregoing, any owner of Lot 1 or Lot 2 that damages the Facility or
the associated improvements shall be solely responsible for promptly repairing such damage and
restoring said improvements to good and operable condition or the condition they were in at the
time of damage, whichever is better.
2.3 In the event either party (hereinafter referred to as the "Defaulting Party")
breachesanyof his maintenance obligations hereunder, then the other party (hereinafter referred
to as the "Non -Defaulting Party'? may give the Defaulting Party written notice of such breach
and shall give the Defaulting Party thirty (30) days after the delivery of such notice to commence
j performance of the Defaulting Party's obligations and thereafter to diligently perform and
1 complete the same. If the Defaulting Party fails to commence performance of its maintenance
obligations within such thirty -day period and thereafter to diligently perform and complete the
same, then the Non -Defaulting Party may, but shall not be required to, commence and perform
such obligations for and on behalf of the Defaulting Party, all of the actual costs and expenses
which are the Defaulting Patty's share shall be paid by the Defaulting Party to the Non -
Defaulting Party within thirty (30) days of the Defaulting Patty's receipt of written evidence
confirming the payment of said expenses. Notwithstanding the foregoing, the Non -Defaulting
Party may perform the maintenance obligations of the Defaulting Party hereunder for and on
behalf of the Defaulting Party upon reasonable prior written notice (taking into account the
circumstances) in the event of an emergency or the occurrence of material damage that impairs
the Non -Defaulting Party's ability to operate on its parcel, and in such case, the actual costs and
expenses incurred by the Non -Defaulting Party's which are the Defaulting Party's share, shall
also be paid by the Defaulting Party to the Non -Defaulting Party within thirty (30) days after the
Defaulting Party's receipt of written evidence confirming the payment of such expenses.
3 BOOKPAGE M

S
aaecus:
3.1 NOTICE. All netic s to be gven by the parties under this Agreement shall ce
sent to ne Owner at the street address listed on tax bills in the Tax Records of Carteret County,
North Carolina. All notices shall he sent by either regular United Ames Mail, certified mail,
return receipt requested, or nationally recognized overnight delivery service, and shall be deemed
given when deposited with the U. S. Postal Service postage prepaid or with such overnight
delivery service. Such notice shall be effective upon (i) actual receipt or (ii) refusal of delivery or
(ui) expiration of the foregoing address as an effective address for notice without delivery of
notice of a change of address. Either party may change the address to which notices are sent by
providing written notice of the change to the other party hereto in accordance with this Section.
32 Each contract, deed, deed of trust or other instalment of conveyance which may
be hereafter executed with respect to any portion of the aforementioned properties shall be
deemed and held to have been executed, delivered and accepted, subject to all of the provisions
of this Agreement regardless of whether or not any of such provisions are set forth in such
contract, deed, deed of trust, or other instrument of conveyance and whether or not referred to in
any such instrument.
3.3 The easement and covenants hereby established and imposed shall be covenants
running with the land and shall inure to the benefit of and be binding upon all parties having any
right, title or interest in any portion of the aforementioned properties, or any pan thereof, and
their heirs, legal representatives, successors and assigns.
3.4 This Agreement shall not create an association, partnership, joint venture, or a
principal and agency relation between the Owners of Lot I and Lot 2.
3.4 No waiver of any provision hereof shall be deemed to imply or constitute a further
waiver thereof or any other provision set forth herein.
3.5 Should any provision hereof be declared invalid by a legislative, administreiiw.
of judicial body of competent jurisdiction, the other provisions hereof shall remain in full force
and effect and shall be unaffected by the same.
3.6 Any sums due and payable hereunder which remain unpaid after the date due
shall bear interest at the highest rate than allowed under applicable law until paid, and shall
together with interest, the war of collection, including reasonable atmmey's fees, be a charge on.
the land and shall be a continuing lien on the property of the Defaulting Party which may be
foreclosed in accordance with the laws of the State of North Carolina
3.7 All provisions of this instrument, including the benefits and burdens, shall run
with the land and are binding upon and shall inure to the benefit of the respective owners from
time to time and to their tenants, Licensees and invitees.
3.8 The rule of strict construction of terns does not apply to this Agreement. The
terms and provisions of this Agreement shall be given a reasonable construction consistent with
the intention of the parties to confer a commercially usable right of enjoyment to the easements
granted herein to Owners.
BOOK L1 SPAGE k-)q

3.9 Notbing contained ir. rhis Agreement shaH.'?c decmca to be a Sift or dedication of
any portion if the easement areas to die general public or for any public purpose whatsoever, it
being the intention of the parties that ;his Agreement be strictly limited to the purposes expressed
herein.
3.10 This Agreement shall be construed and interpreted in accordance with the laws of
the State of North Carolina. If any clause, sentence or other portion of the terms, covenants and
j restrictions of this Agreement become illegal, null or void for any reason, the remaining portions
will remain in full force and effect.
3.11 This Agreement may be executed in multiple counterparts, all of which together
shall constitute one and the same Agreement.
IN WITNESS WHEREOF, this Joint Driveway Easement Agreement and Agreement to
j Convey Easement for Ingress and Egress, Drainage and Utility Connections is executed as of the
day and year fast written.
[REMAINDER OF THIS P AGE LEFT INTENTIONALLY BLANK]
5 BOOKA�NPAGE 1`1!L•

7
BEAUFGR'.iPRINti H(•t_ cii cG .SS(+,:LTI �. i.l.. C.
North Carolina limited liability company
By: LIHTC MANAGERS, LLC, its Manager
By..
L34c D. Gardner, Member -Manager
By: dons__
Timmoo thy G. Morgan, Member -Manager
G AND M DEVELOPMENT, LLC, a
North Carolina limited liability company
By.
Lyle D. Gardner, Manager
Wake County, North Carolina
I certify that the following person(s) personally appeared before me this day, each
acknowledging to me that he or she voluntarily signed the foregoing document for the purpose
stated therein and in the capas. indicated:
LAo on/ 1-.2 1 t rn tr&H ei . M("&Y-,
-"y`.:, Notayspnnted ortyped name
ARY~ Mycommissionexpires: �Xnb4 _
i"UBLIC
Wake Codelj ort )iha
I certify that tlie'o'jlbwing person(s) personally appeared before me this day, each
acknowledging to me that he or she voluntarily signed the foregoing document for the purpose
stated therein and in the capacity indicated:
L �•
name(s) ofprineipal(s).
Daze: : ,rvq D3. 16', tyr Notary
.1 NOTAR Y� M-0
a Notary's printed or typed name
(Official Seat)% PUBLIC' .jMy commission expires:
ea BOOKS PAGE 1'1�4

Rm
7 f. o
w
SHEET I OF 10
c a a
SITE DEVELOPMENT PLANS
s
BEAUFORT SPRING
A SENIOR LIVING COMMUNITY
5 `tl
°
REFERENCE: THE PROPERTY DESCRIBED IN DEED BOOK 262. PAGE 16 OF
° a
THE CARTERET COUNTY REGISTRY
BEAUFORT TOWNSHIP, CARTERET COUNTY, NC
PIN #7306.12.86.7151000
onnuaw�WN carislaucnw row.wr
II`js�
I
r
L

Corp oratima s Division
https://www.sosnc.gov/Search/profcorp/4785470
Click Here To:
North Carolina
Elaine F. Marshall DEPARTMENT OFTHE
Secretary SECRETARY OFSTATE
PO Box 29622 Raleigh, NC 27626-0622 [phone] Account
Login
Create
View Document Filings File an Annual Report Amend a Previous Annual Report Account
Print a Pre -Populated Annual Report form
Corporate Names
Legal: Evergreen Construction Co.
Business Corporation Information
Sosld:
0049445 A' C 2017
0 V
Status:
Current -Active JUIv
Annual Report Status:
Current
Citizenship:
Domestic
Date Formed:
10/27/1978
Fiscal Month:
May
Registered Agent:
Gardner, Lyle D
Corporate Addresses
Mailing:
7706 Six Forks Rd Ste 202
Raleigh, NC 27615
Principal Office:
7706 Six Forks Rd Ste 202
Raleigh, NC 27615
Reg Office:
7706 Six Forks Rd Ste 202
Raleigh, NC 27615
Reg Mailing:
7706 Six Forks Rd Ste 202
Raleigh, NC 27615
Officers
President: Lyle D Gardner
7706 Six Forks Road, Suite 202
Raleigh NC 27615
Vice President: Timothy G. Morgan
7706 Six Forks Road, Suite 202
Raleigh NC 27615
Stock
Class: COMMON
Shares: 100000
Par Value: 1
1 of 1 5/18/17, 10:24 AM

` + J SOS1D:0049445
" Date Filed: 9/29/2016 11:59:00 PM
Elaine F. Marshall
\ North Carolina Secretary of State
CO-479(g). Business Corporation Annual R CA2016 273 01167
10-22-13 `
Name of Business Corporation: EVERGREEN CONSTRUCTION COMPANY
Secretary of Stare ID: 0049445 State of Formation: Fiscal Year Enthng: 05 31 16
0 I hereby certify that an annual report completed in is entirety has been submitted and the information requested below (required by
NCGS 5516-22) has not changed and Is therefore complete.
Sectioc yl' Registered Agents Information
1. Name of Registered Agent
2- Signature of the New Registered Agent
3. Registered Office Street Address BCoun +anM WN4WWoCy,ppW4nW),
fy 4. Registered Office Mailing Address
'
Section B: PrinciDal Office Information
1. DesailtionOfNature ofBusiness: CONST. & MGMT.
2 Principal office Phone Number. (919) 8 4 8 — 2 0 4 1
4. Principal Office Street Address & County
7706 SIX FORKS ROAD, SUITE 202
RALEIGH NC 27615 WAKE
I Principal Office Emalt
5. Principal Office Mailing Address
7706 SIX FORKS ROAD, SUITE 202
RALEIGH, NC 27615—
Section C Officers (Enteradditional Officers in Section E.)
Name: LYLE D. GARDNER Name: TIMOTHY G. MORGAN Name:
Title: PRESIDENT
Tine: VICE PRESIDENT Title:
Address: Address: Address:
7706 SIX FORKS ROAD 7706 SIX FORKS ROAD
RALEIGH, NC 27615 RALEIGH, NC 27615
Section b: Certification of Annual Report Section D must be completed in is entirety and signed by person
listed under Secfion,�, or a Dersorysigning for an entity filled under Section C.
d7l/
LYLE D. GARDNER PRESIDENT
^ YW .+le ra
662511 01-12-16

CorUo=atiort Division
https://www.sosnc.gov/Search/profcorp/6469366
North Carolina
Elaine F- Marshall DEPARTMENT OF- 1-FIE
Secretary SECRETARY of STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Click Here To:
Yew Document Filings File an Annual Report Amend a Previous Annual Report -
Print a Pre -Populated Annual Report form
Corporate Names
Legal: G and M Development, LLC
Limited Liability Company Information
Scald:
0725492
Status:
Current -Active
Annual Report Status:
Current
Citizenship:
Domestic
Date Formed:
5/12/2004
Fiscal Month:
December
Registered Agent:
Gardner, Lyle D
Corporate Addresses
Mailing:
7706 Six Forks Rd Ste 202
Raleigh, NC 27615
Principal Office:
7706 Six Forks Rd Ste 202
Raleigh, NC 27615
Reg Office:
7706 Six Forks Rd Ste 202
Raleigh, NC 27615
Reg Mailing:
7706 Six Forks Rd Ste 202
Raleigh, NC 27615
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 5713-3-20
Member: Lyle D Gardner
7706 Six Forks Road, Suite 202
Raleigh NC 27615 �GEIVE
Member: Timothy G. Morgan
7706 Six Forks Road, Suite 202
Raleigh NC 27615 JUN 9 6 2017
i
BY:
Account
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Account
1 of 1 4/25/17, 1:06 PM

SOSID: 0725492
Date Filed: 2/27/2017 11:59:00 PM
Elaine F. Marshall
North Carolina Secretary of State
LIMITED LIABILITY COMPANY ANNUAL RE I CA2017 058 03699
NAME OF LIMITED LIABILITY COMPANY: G and M Development, LLC
SECRETARY OF STATE ID NUMBER: 0725492 STATE OF FORMATION: NC Fisng Orrice U. Only
REPORT FOR THE YEAR: 2017
SECTION A: REGISTERED AGENT'S INFORMATION Changes
1. NAME OF REGISTERED AGENT: Lyle D Gardner
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS & COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
7706 Six Forks Road, Suite 202 7706 Six Forks Road, Suite 202
Raleigh, NC 27615 Wake Raleigh, NC 27615 Wake
•IF-M754 MT 11114,1221,0121PI741wiragIF-:.• ,
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate Develo
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMA Privacy Redaction
o �o
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS -
O. �
7706 Six Forks Road, Suite 202 7706 Six Forks Road, Suite 202
Raleigh, NC 27615 Wake Raleigh, NC 27615 Wake
SECTION C: COMPANY OFFICIALS (Enter additional Company Officials in Section E.)
NAME: Lyle D Gardner NAME: Timothy G. Morgan NAME:
TITLE: Member
TITLE: Member TITLE:
ADDRESS: ADDRESS: ADDRESS:
7706 Six Forks Road, Suite 202 7706 Six Forks Road, Suite 202
Raleigh, NC 27615 Wake Raleigh, NC 27615 Wake
SECTION DC CERTIFICATION OF ANNUAL REPORT Section D must be completed in its entirety by a person/business entity.
SIGNATURE DATE
Form must be signed by a Company Official listed under Section C of this to=.
LYGC D- 000 N[-- /1'7<m 16 rl'--
Print or Type Name of Company Official Prim or Ty
pe The This of the Company Official
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $200 e.2❑ t�
MAIL TO: Secretary of State. Corpomtions Division. Post Office Box 29525. Raleigh. NC 27626-0525

SOSID: 0725492
Date Filed: 9/7/2004 2:39:00 PM
Elaine F. Marshall
State of North Carolina North Carolina Secretary of State
Department of the Secretary of State C200424700184
Limited LiabHity Company
AMENDMENT OF ARTICLES OF ORGANIZATION
Pursuant to §57C-2-22 of the General Statutes of North Carolina, the undersigned limited liability company hereby submits the
following Articles of Amendment for the purpose of amending its Articles of Organization.
t. The name of the limited liability company is: G & M Development, LLC
2. The text of each amendment adopted is as follows (attach additional pages if necessary):
Adopted to convert from a Manager -managed LLC to a Member -managed LLC, whereby all members
by virus of their status as members shall be managers of this limited liability company.
3. (Check either a or b, whichever is applicable)
a._The amendment(s) was (were) duly adopted by the unanimous vote of the organizers of the limited liability company
prior to the identification of initial members of the limited liability company.
b. ✓ The amendment(s) was (were) duly adopted by the unanimous vote of the members of the limited liability company
or was (were) adopted as otherwise provided in the limited liability company's Articles of Organization or a written operating
agreement.
4. These articles will be effective upon filing, unless a date and/or time is specified:
This the 30 day of August 20 04
G & M Development LLC
Name oftimited Liability Company
Signature
Timothy G. Morgan, Member
Type or Print Name and Title
NOTES:
I. Filing fee is $50. This document must be filed with the Secretary of State.
(Revised January 2000) (Form L-17)
CORPORATIONS DIVISION P.O. BOX 29622 RALEIGH, NC 27626-0622

SOSID: 725492
Date Filed: 5/12/2004 1:05:00 PM
Elaine F. Marshall
State of North Carolina North Carolina Secretary of State
Department of the Secretary of State C200413300879
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit
these Articles of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is: G and M Development, LLC _
2. If the limited liability company is to dissolve by a specific date, the latest date on which the
limited liability company is to dissolve: Qfno date for dissolution is specified, there shall be no
limit on the duration of the limited liability company.) _
The name and address of each person executing these articles of organization is as follows:
(State whether each person is executing these articles of organization in the capacity of a
member, organizer or both. Note: This document must be signed by all persons listed here).
Lyle D. Gardner, Member Timothy G. Morgan, Member
x Forks Road, Suite 202 7706 Six Forks Road, Suite 202
Raleigh, NC 27615 Raleigh, NC 27615
4. The street address and county of the initial registered office of the limited liability company is
Number and Street 7706 Six Forks Road, Suite 202
City, State, Zip Code Raleigh, NC 27615 County Wake _
5. The mailing address, if differentfrom the street address, of the initial registered office is:
6. The name of the initial registered agent is: Lyle D. Gardner
7. Principal office information: (Select either orb.)
a. ® The limited liability company has a principal office.
The street address and county of the principal office of the limited liability company is
Number and Street 7706 Six Forks Road, Suite 202
City, State, Zip Code Raleigh, NC 27615 County Wake
The mailing address, iifdi ferent from the street address, of the principal office of the corporation is:
b. ❑ The limited liability company does not have a principal office.

8. Check one of the following:
(i) Member -managed LLC: all members by virtue of their status as members shall be
managers of this limited liability company.
X (ii) Manager -managed LLC: except as provided by N.C.G.S. Section 57C-3-20(a), the
members of this limited liability company shall not be managers by virtue of their status as
members.
9. Any other provisions which the limited liability company elects to include are attached.
10. These articles will be effective upon filing, unless a date and/or time is specified:
This is the 11 try of May 20 04
Signature
Lyle D. Gardner, Member
Type or Print Name and Title
/ Suture
Timothy G. Morgan, Member
Type or Print Name and Title
NOTES
1. Firing fee is S125. This document must be riled with the Secretary of State.
CORPORATIONS DIVISION P.O. Box 29622 RALEIGH, NC 27626-0622
(Revised January 2001) (Form L-01)
Instructions for Filing

NORTH CAROLINA, CARTERET COUNTY
This Instrument and this oerUfimte are duty filed at
the date and time and In the Book and Page shown
on the first page hereof.
L GpW. Regftwof Deeft
FILE 11165173
FOR RLGISTRRTION REGISTER OF DELOS
"' Lae=
Oar I erel GO Y. NO
November 12, 2013 02:47:28 PM
BNC DEED 2 P
FEE $26 OD
FILE # 1465173
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $NONE
Parcel Identifier Nos. Out of 7306.12.86.7151000
Verified by County on the _ day of , 20_
Mail1Box to: Grantee
✓This instrument was prepared by: Kohn Law, P.L.L.C., 205 W. Millbrook Road, Suite 210, Raleigh,1\1
27609
32
Brief description for the Index: Lot 1. Beaufort Spring Subdivision BM 2413'
THIS DEED made this' --day of November, 2013, by and between
GRANTOR GRANTEE
Beaufort Spring Housing Associates, LLC,
a North Carolina limited liability company
7706 Six Forks Road, Suite 202
-Raleigh, NC 27615
G and M Development, LLC, a North
Carolina limited liability company
7706 Six Forks Road, Suite 202
Raleigh, NC 27615 E G E IV E
---Proper y Address: -- --.._-fUN-0-62017.-- - -
1793 Live Oak Street
Beaufort, NC 28516 By,
Enter in appropriate block for each Grantor and Grantee: name, mailing address, and, if appropriate,
character of entity, e.g. corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and
assigns, and shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in
fee simple, all that certain lot or parcel of land situated in the Town of Wake Forest, Wake Forest
Township, County of Wake, North Carolina and more particularly described as follows:
BEING all of Lot 1, containing 1.836 acres, as shown on plat of survey entitled
"BEAUFORT SPRING — BEAUFORT TOWNSHIP — CARTERET COUNTY,
N.C.", prepared by Baldwin Design Consultants, PA, and recorded in Book of
Maps 2(k1-3, Page1il% , of the Carteret County Registry.
32

And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the
right to convey the same in fee simple, that title is marketable and free and clear of all encumbrances, and
that Grantor will warrant and defend the title against the lawful claims of all persons whomsoever, other
than the following exceptions:
1. Ad valorem property taxes for 2013 and subsequent years not yet due and payable.
2. General service and utility easements, rights of way and restrictions of record.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above
written.
BEAUFORT SPRING HOUSING ASSOCIATES, LLC
(Entity Name)
By: LIHTC MANAGERS, LLC , its Manager
By: �.
Print Name itle: Lyle D. Gardner, Member
�I
By:
Print Name/Titi . Timothy G. fforgan, Member
COUNTY OF
1, the undersigned, a Notary Public of the County and State aforesaid, certify that Lyle D. Gardner and
Timothy G. Morgan, whose identity has been proven by satisfactory evidence, said evidence being:
I have personal knowledge of the identity of the principal(s);
❑ I have seen satisfactory evidence of the principal's identity, by a current state or federal
identification with the principal's photograph in the form of a
❑ A credible witness has sworn to the identity of the principal(s);
personally came before me :his day and acknowledged that they each voluntarily executed
the foregoing instrument for the purposes stated therein and in the capacity indicated.
Witness my h a d eal, this the day of November, 2013.
Not Public
P: iit Na. .5 �b
My Commission Expires: !:)VWf
[AFFIX NOTARY SEAL BELOW - NOTE THAT SEAL MUST BE FULLY LEGIBLE]
(Official Seal)

Corporar m Divisi Ion
https://www.sosnc.gov/Search/profcorp/10075266
North Carolina
Elaine F. Marshall DEPARTMENT OF-rFIE
Secretary SECRETARYOFSTATE
PO Boc 29622 Raleigh. NC 27626-0622 [phone]
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: Beaufort Spring Housing Associates, LLC
Limited Liability Company Information
Sosld:
1277525
Status:
Current -Active
Annual Report Status:
Current
Citizenship:
Domestic
Date Formed:
9/11/2012
Fiscal Month:
December
Registered Agent:
Gardner, Lyle D
Corporate Addresses
Mailing:
7706 Six Forks Road
Raleigh, NC 27615
Principal Office:
7706 Six Forks Road
Raleigh, NC 27615
Reg Office:
7706 Six Forks Road
Raleigh, NC 27615
Reg Mailing:
7706 Six Forks Road
Raleigh, NC 27615
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20
Manager/Member: LIHTC Managers, LLC
7706 Six Forks Rd
Raleigh NC 27615
Member: RBC Tax Credit Equality, LLC E G E'VE
600 Superior Avenue East, Suite 2300
Cleveland OH 44114 1�pf 0 U C �6fo��
Member: RBC Tax Credit Equality ll, LLC J /V
600 Superior Avenue East, Suite 2300
Cleveland OH 44114 By:
Account
Login
Create
Account
I of 1 6/5/17, 12:53 PM

SOSID: 1277525
Date Filed: 4/11/2016 11:59:00 PSI
Elaine F. Marshall
' North Carolina Secretary of State
LIMITED LIABILITY COMPANY ANNUAL CA2016 102 06518
NAME OF LIMITED LIABILITY COMPANY: Beaufort Spring Housing Associates, LLC
SECRETARY OF STATE ID NUMBER: 1277525 STATE OF FORMATION: NC Fam enu Vbe ONy
REPORT FOR THE YEAR: 2016
SECTION A: REGISTERED AGENT'S INFORMATION ® Changes
1. NAME OF REGISTERED AGENT: Lyle D Gardner
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
7706 Six Forks Road
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
7706 Six Forks Road
Raleigh, NC 27615 Wake Raleigh, NC 27615
SECTION B:
1. DESCRIPTION OF NATURE OF BUSINESS:
2. PRINCIPAL OFFICE PHONE NUMBER:
4., PRINCIPAL OFFICE STREET ADDRESS & COUNTY
7706 Six Forks Road
Raleigh, NC 27615 Wake
SECTION C:
3. PRINCIPAL OFFICE EMAIL:
5..PRINCIPAL OFFICE MAILING ADDRESS
7706 Six Forks Road
Raleigh, NC 27615
(Enter additional Managers/Members/Organizers in Section E.)
NAME: LIHTC Managers, LLC NAME: RBC Tax Credit Equity Fund-19, NAME: RBC Tax Credit Managers 11, Inc
TITLE: Manager/Member TITLE: Member TITLE: Member
ADDRESS: 7706SLx Forks Road ADDRESS: 600 Superior Avenue East, ADDRESS: 600 Superior Avenue
Raleigh, NC 27615 Suite 2300
Cleveland, Ohio 44114
Suite 2300
Cleveland, Ohio 44114
SECTION D CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
SIGN URE
Fon , must be signed by Managermernfli6r listed under Section C of this form.
LIHTC Managers, LLC/rimothy G. Morgan
Print or Type Name of Manager/Member
Manager/Member
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED EILING FEE OF 3200
MAIL TO: Secretary of State, Corporations Division, Post ORoe Box 29525, Raleigh, NC 2762&0525
DATE

NORTH CAROLINA. CARTERET COUNTY
This Irntnansnt Wei thb 1xxlAloote are duly filed at
the dab and 11me ariW the Book and Pepe elrown
on On first Pape h6o#A ., f I A
Al dlh
Tns Insnu"wT Wes PFenvo Br.
/ G0.Wrrtnnv, Ill
/// W rL , Wrxnnv, Wart L. & M ., PA
POft. a Buurwx, W 28516
Flu 1426M
FM RE615rtATIMaREGIS ER OF OFE65
J.
FL ... NC
Nov
erbar 01, 2012 04:32 PM
IW DEED 4 P
Fcc: n6.f
M REVEfJUE SIN: $926.00
FILE 4 142M
R.. R.. �T.
Hawnno K.
KOew Lnw.ILLC
L W M,MILL.Ronq Sun ,210
IU
Mra,ot NC 27609
WARRANTY DEED
STATE OF NORTH CAROLINA PARCEL ID NUMBER: 730612867151000
COUNTY OF CARTERET STAMPS: $926.00
THIS WARRANTY DEED, made this W day of October, 2012 by and between Joyce V.
Gibbs, widow, by and through her attorney -in -fact, Samuel C. Gibbs, III; Samuel C. Gibbs, III and
wife, Cynthia Gibbs, Grantors, whose address is 307 Yellowood lane, Asheville, NC 28803 and
Beaufort Spring Housing Associates, LLC, Grantee, whose address is 7706 Six Forks Road, Raleigh,
NC 27615;
WITNESSETH:
That said Grantors, for a valuable consideration paid by Grantee, the receipt of which is
hereby acknowledged, have and by these presents do grant, bargain, sell and convey unto the
Grantee in fee simple, all of the following described tract or parcel of land situated in the Town
of Beaufort, Carteret County, North Carolina, and more particularly described as follows:
See "Exhibit A"
This property is not the primary residence of the Grantor.
THIS DEED HAS BEEN PREPARED WITHOUT TITLE EXAMINATION.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereunto belonging to the said Grantee, in fee simple.
AND said Grantors do covenant with the Grantee that they are seized of the said
BOOK Igab PAGE `62
rJ
CEIVF-
UN 0 6 2017
BY.

property and have the right to convey same in fee simple and that they do warrant and
defend the title to the said property against the lawful claims of all persons whomsoever.
IN WITNESS WHEREOF, said Grantors have hereunto set their hand and seal, the day and
year first above written.
�4u U4W/:../-" (SEAL)
Joyce V. Gibbs, by and through her attorney -in -fact,
Samuel C. Gibbs, III
(SEAL)
Samuel' . Gib ,111
(SEAL)
Cynt aGibbs
STATE OF NORTH CAROLINA
COUNTVOF I3tV1(!6MW-
11 30VACL" NUVIAICU.CA . Notary Public of the County and State aforesaid,
certify that Samuel C. Gibbs, III, attorney -in -fact for Joyce V. Gibbs, personally appeared before
me this day and being by me duly swom, says that he executed the foregoing and annexed
instrument for and in behalf of Joyce V. Gibbs, and that his authority to execute and
acknowledge said instrument is contained in an instrument duly executed, acknowledged, and
recorded in the Office of the Register of Deeds of Carteret County at Book 1294, Page 108, on
the 30' day of December, 20D8, and that this instrument was executed under and by virtue of
the authority given by said instrument granting him power of attorney; that the said Samuel C.
Gibbs, III acknowledged the due execution of the foregoing and annexed instrument for the
purposes expressed for and in behalf of the said Joyce V. Gibbs.
Witness my hand and notarial seal this 30 day of October, 2012.
My Commi Sion Expires:
B00Kjj4_PAGE-'QL-_

STATE OF NO H CAROtIN
COUNTYOF `[Qvl A
I, c/eY160 UTAVI VU!'CAA4 . Notary Public of the County and State
aforesaid, certify that Samuel C. Gibbs, III and wife, Cynthia Gibbs personally appeared before
me this day and acknowledged the due execution of the foregoing Instrument.
Witness my hand and Notarial seal this IOU day of October, 2012.
My Cote ' siortys �yExpires:
—QP/-(f/1/90
BOOK %_ PAGE_

A"
DESCRIPTION
Beginning at an iron pipe on the norther right-of-way of US Highway 70, said Iron pipe being
the southwestern corner of Lot 5, Thom s Gibbs Subdivision as recorded in Map Book 1, Page
56 of the Carteret County Register of Deeds Office, said Iron pipe also being located N
31'26'50" W 39.86' from a railroad spi a located in the centerline of US Highway 70, said
railroad spike in centerline of US High ay 70 being located S 45'05'01" W 139.84' from a
railroad spike located in the centerline intersection of Wellons Drive and US Highway 70.
From the above described beginning, so cated running thence as follows:
With the northern right-of-way of US Highway 70, S 45'05'01" W 241.32' to an iron pipe at the
southeastern corner of Lot 3, Thomas Gibbs Subdivision as referenced above, thence leaving
the northern right-of-way of US Highway 70 and with the eastern line of said Lot 3, Thomas
Gibbs Subdivision, N 31'26'50" W 1563.54' to an iron pipe on the southern line of the East
Carolina Community Development Property as described in Deed Book 1369, Page 200 of the
Carteret County Register of Deeds Office, thence with the southern lines of said East Carolina
Community Property and the Mercer Building & Design, Inc. Property as described in Deed
Book 1147, Page 390 of the Carteret County Register of Deeds Office, N 61'33'10" E 235.00' to
an iron pipe at the northwestern corner of referenced Lot 5, Thomas Gibbs Subdivision,
thence with the western line of said W65, Thomas Gibbs Subdivision, S 31'26'50" E 1495.04'
to the point of beginning containing .239 acres and being all of Lot 4, Thomas Gibbs
Subdivision as recorded in Map Book It Page 56 of the Carteret County Register of Deeds
Office.
BOOK l � PAGEI4

Baldwin Design
Conslfltants, PA
ENGINEERING - SURVEYING - PLANNING
May 15, 2017
Evergreen Construction Co.
Attn: Lyle D. Gardner
7706 Six Forks Road, Suite 202
Raleigh, NC 27615
REF: Beaufort Spring — 2017 Annual BMP Inspection
Dear Mr. Gardner:
ECEIVE
JUN 0 6 2017
BY: --
On May 9, 2017, Baldwin Design Consultants, PA inspected your stormwater facility
located at 1793 Live Oak Street in Beaufort, NC in order to ensure proper operation and
maintenance required by your BMP agreement. Upon the inspection, it was found that
structurally the BMP is functioning properly. However, the following maintenance items
will need to be addressed:
1. Selectively remove nuisance vegetation (i.e. cattails) via wick wiping treatment so
as not to damage desirable wetland plants in shallow water and shallow land areas
of the BMP.
2. Thin or remove wax myrtles growing along perimeter in shallow land areas.
3. Maintain all of BMP perimeter more frequently in order to limit nuisance vegetation
in the future.
4. A maintenance log should be prepared, which is a requirement of the BMP
agreement.
If there are any questions or concerns please contact me at [phone] or email me
at [e-mail].
Sincerely,
Igdr Palyvo
Vice President
SE
N CAR04''•,
0 49
Njc�,`
,,OR PAL
Lic. No. C-3498 TEL [phone] FAx [phone] www.BALDWINDESIGNCONSULTANTS.com

I V�IyI
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Q 2Fdr
So�p�F`O r

BaldwinDesign
Consultants^
ENGINEERING - SURVEYING - PLANNING
STORM WATER MANAGEMENT NARRATIVE
BEAUFORT SPRING
CARTERET COUNTY, NORTH CAROLINA
June 2, 2017
Project Name: Beaufort Spring
Location: Carteret County, NC
Developer: Evergreen Construction Company
7706 Six Forks Road, Suite 202
Raleigh, NC 27815 ������
Consultant: Baldwin Design Consultants, PA
1700-D East Arlington Boulevard JUN Q 6 201?
Greenville, NC 27858
Phone: [phone]�
GENERAL PROJECT INFORMATION
The purpose of this plan revision is to reallocate the allowable built upon areas
(BUA) within Lot 1 and Lot 2 of Beaufort Spring development originally approved
under permit #SW8121019. Evergreen Construction Company originally owned
both Lot 1 and Lot 2. Lot 2 has already been developed and this developed tract
consists of a residential senior living facility, associated entrance drive and
parking lot, associated utilities, associated storm drainage, a constructed
stormwater wetland, and a level spreader. An adjacent tract consisting of Lot 1,
which was part of the original project site, will be developed for commercial use
this year by Beaufort Storage, LLC.
Lot 2 was originally permitted to have a maximum built upon area of 85,915 s.f.
and Lot 1 was originally permitted to have a maximum built upon area of 55,931
s.f. Once Lot 2 was developed and residents settled in, they requested additional
concrete benches and a bike pad. The construction of aforementioned items has
resulted in excess built upon area in Lot 2. The latest survey shows that Lot 2
actually has 87,033 s.f. of existing built upon area. There will be additional 474
s.f. of future built upon area installed within Lot 2 between the existing private
drive and Lot 1 per the proposed site plan as part of entrance drives to future
mini storage buildings that will be installed by Beaufort Storage, LLC. Therefore,
the original permit needs to be revised and the allowable built upon area within
Lot 2 needs to be 87,033 s.f. + 474 s.f. = 87,507 s.f. Lot 1 should then have an
allowable built upon area of 141,846 s.f. — 87,507 s.f. = 54,339 s.f.
;rY 1700-D EAST ARLINGTON BLVD. • GREENVILLE, NORTH CAROLINA 27858
TEL [phone] • FAR 252.321.1412 • www.BALDWINDESIGNCONSULTANTS.com

The total post -development impervious area, upon total development of the
project site, including the adjacent Lot 1 tract to be developed this year, is 3.256
acres. Drainage from both the current residential tract and the future commercial
tract will be treated in the existing constructed stormwater wetland. The site area
of the current residential site (Lot 2) is 6.403 acres. The site area of the adjacent
future development tract (Lot 1) is 1.836 acres. The combined area of the tract
with the current residential development and the adjacent future development
tract gives a 'total project area" of 8.238 acres.
The project site is located northwest of the right-of-way of US HWY 70
approximately 0.20-mile northeast of the intersection of US HWY 70 and
Campen Road in Carteret County. The project site is bounded on the southeast
by US HWY 70, on the southwest by developed commercial land and
undeveloped land, and on all other sides by undeveloped land.
STORMWATER INFORMATION
Pre -development:
The project site consists of 8.238 acres, with existing grades averaging from 0%
to 4%. In the construction of phase 1 (Lot 2), the 2-story multi -family residential
building in the northwest section of the tract and associated parking area, the
entrance drive, sidewalk in the southern -most portion of the tract along US
Highway 70, the constructed stormwater wetland, and the level spreader have
been installed.
Phase 1 involved development of Lot 2 and consists of 2.016 acres of impervious
area. Approximately 4.42 acres of on -site drainage area is being collected via
sheet flow, swales, drop inlets, and a reinforced concrete pipe system before it is
routed to the proposed constructed stormwater wetland and level spreader. At
this time, only a small portion of the area in future development tract (Lot 1) is
draining to the constructed stormwater wetland (including all the existing
impervious area constructed during phase 1).
Existing surface drainage is detained and treated by constructed stormwater
wetland within Lot 2. The treated runoff is then discharged to an existing ditch
along north side of the property after passing through the level spreader. This
site currently drains into Turner Creek (stream index # 21-35-1-11-1,
classification "SA; HQW") in the White Oak River basin. This site is within 0.50
mile of SA waters, and ultimately drains to SA waters.
Post -development: E G E U V E
JUN 0 6 2017

After development of Lot 1 by Beaufort Storage, LLC, the proposed mini -storage
buildings and associated parking and storm drainage will be constructed. Future
development is allowed to consist of 1.230 ac (53,565 s.f.) of impervious area
within Lot 1 since 774 s.f. of existing sidewalk were installed within Lot 1 as part
of phase 1 development. Current proposed site plan for Lot 1 shows that only
1.204 ac (52,449 s.f.) of impervious area will actually be installed. The existing
constructed stormwater wetland and level spreader are designed to handle the
runoff from both Lot 1 and Lot 2.
Following the completion of phases 1 and 2, the runoff from approximately 5.93
acres of on -site drainage area will be routed to the constructed stormwater
wetland and level spreader, including 141,738 of the total 141,846 SF of
impervious area approved under permit #SW8121019. The remaining 108 SF of
impervious area not draining to the constructed stormwater wetland is effectively
infiltrated in a "stilling basin" located around Drop Inlet #4 at the extreme
southwestern portion of the project site.
The constructed stormwater wetland is treating the design runoff, and attenuating
the peak runoff from the 1-yr and 10-yr storms (as required by the Town of
Beaufort's stormwater ordinance). Runoff in excess of the design volume is
being routed from the constructed stormwater wetland to a level spreader with
50-foot vegetated filter.
PROJECT SITE AREA BREAKDOWN
Total Project Area (including future development tract)
Existing Building Area
Existing Transportation Impervious Area
Total Existing Impervious Area
Future Impervious Area
Total Impervious Area Post -Development
8.238 ac
0.670 ac
1.346 ac
2.016 ac
1.240 ac
3.256 ac
ECEIVE
JUN 0 6 2017
RV

,`11111il litl,t
J?32
n
..... ........

BaldwinDesign
Consultants^
ENGINEERING . SURVEYING • PLANNING
1700-D Fast Arlington Blvd • Greenville, NC 27858
252-756-1390. 252-321-1412 (fax)
To: NCDEQ - Division of Environmental Assistance
127 Cardinal Drive Ext.
Wilmington, NC 28405
pl� S Gv& I z16Y9
Date: Job No:
6/5/17 17-032
Attention:
Cameron Weaver
Re:
Beaufort Spring
We are sending you: n Attached ❑ Under separate cover via
❑ Drawings ❑ Plans 0 Prints
❑ Letter ❑ Package E Other
the following:
❑ Pay Request/ [-]Specifications
Invoice
I @4=. @ &M rr�roea I
2 5/3/17 As -Built Survey
2 6/2/17 Plan Revision Application Package
1 5/8/17 777 Check for $500.00 (express permitting fee)
Transmitted as checked below:
x I For approval ❑ Approved as noted
For your use ❑ Approved as submitted
❑ As requested ❑ Returned for corrections
For review Other
Remarks:
ECEIVE
JUN 0 6 2017
BY:
❑ Resubmit
❑ Submit _
❑ Return
copies for approval
copies for distribution
corrected copies
�I a� �• ' •�. •. •

BaldwinDesign
Const ltants^
ENGINEERING - SURVEYING - PLANNING
STORM WATER MANAGEMENT NARRATIVE
BEAUFORT SPRING
CARTERET COUNTY, NORTH CAROLINA
May 8, 2017
Project Name: Beaufort Spring
Location:
Carteret County, NC
Developer:
Evergreen Construction Company
7706 Six Forks Road, Suite 202
Raleigh, NC 27815
Consultant:
Baldwin Design Consultants, PA
1700-D East Arlington Boulevard
Greenville, NC 27858
Phone:
252.756.1390
GENERAL PROJECT INFORMATION
The purpose of this minor modification of stormwater permit is to reallocate the
allowable built upon areas (BUA) within Lot 1 and Lot 2 of Beaufort Spring
development originally approved under permit #SW8121019. Evergreen
Construction Company originally owned both Lot 1 and Lot 2. Lot 2 has already
been developed and this developed tract consists of a residential senior living
facility, associated entrance drive and parking lot, associated utilities, associated
storm drainage, a constructed stormwater wetland, and a level spreader. An
adjacent tract consisting of Lot 1, which was part of the original project site, will
be developed for commercial use this year by Beaufort Storage, LLC.
Lot 2 was originally permitted to have a maximum built upon area of 85,915 s.f.
and Lot 1 was originally permitted to have a maximum built upon area of 55,931
s.f. Once Lot 2 was developed and residents settled in, they requested additional
concrete benches and a bike pad. The construction of aforementioned items has
resulted in excess built upon area in Lot 2. The latest survey shows that Lot 2
actually has 87,033 s.f. of existing built upon area. There will be additional 474
s.f. of future built upon area installed within Lot 2 between the existing private
drive and Lot 1 per the proposed site plan as part of entrance drives to future
mini storage buildings that will be installed by Beaufort Storage, LLC. Therefore,
the original permit needs to be revised and the allowable built upon area within
Lot 2 needs to be 87,033 s.f. + 474 s.f. = 87,507 s.f. Lot 1 should then have an
allowable built upon area of 141,846 s.f. — 87,507 s.f. = 54,339 s.f.
1700-0 EASTARLINGTON BLVD. • GREENVILLE, NORTH CAROLlNA27858
TEL [phone] • Fm 252.321,1412 • wvw.BALDWINDESIGNCONSULTANTS.com

The total post -development impervious area, upon total development of the
project site, including the adjacent Lot 1 tract to be developed this year, is 3.256
acres. Drainage from both the current residential tract and the future commercial
tract will be treated in the existing constructed stormwater wetland. The site area
of the current residential site (Lot 2) is 6.404 acres. The site area of the adjacent
future development tract (Lot 1) is 1.834 acres. The combined area of the tract
with the current residential development and the adjacent future development
tract gives a "total project area" of 8.238 acres.
The project site is located northwest of the right-of-way of US HWY 70
approximately 0.20-mile northeast of the intersection of US HWY 70 and
Campen Road in Carteret County. The project site is bounded on the southeast
by US HWY 70, on the southwest by developed commercial land and
undeveloped land, and on all other sides by undeveloped land.
STORMWATER INFORMATION
Pre -development:
The project site consists of 8.238 acres, with existing grades averaging from 0%
to 4%. In the construction of phase 1 (Lot 2), the 2-story multi -family residential
building in the northwest section of the tract and associated parking area, the
entrance drive, sidewalk in the southern -most portion of the tract along US
Highway 70, the constructed stormwater wetland, and the level spreader have
been installed.
Phase 1 involved development of Lot 2 and consists of 2.016 acres of impervious
area. Approximately 4.42 acres of on -site drainage area is being collected via
sheet flow, swales, drop inlets, and a reinforced concrete pipe system before it is
routed to the proposed constructed stormwater wetland and level spreader. At
this time, only a small portion of the area in future development tract (Lot 1) is
draining to the constructed stormwater wetland (including all the existing
impervious area constructed during phase 1).
Existing surface drainage is detained and treated by constructed stormwater
wetland within Lot 2. The treated runoff is then discharged to an existing ditch
along north side of the property after passing through the level spreader. This
site currently drains into Turner Creek (stream index # 21-35-1-11-1,
classification "SA; HQW") in the White Oak River basin. This site is within 0.50
mile of SA waters, and ultimately drains to SA waters.
Post -development:

10
After development of Lot 1 by Beaufort Storage, LLC, the proposed mini -storage
buildings and associated parking and storm drainage will be constructed. Future
development is allowed to consist of 1.230 ac (53,565 s.f.) of impervious area
within Lot 1 since 774 s.f. of existing sidewalk were installed within Lot 1 as part
of phase 1 development. Current proposed site plan for Lot 1 shows that only
1.148 ac (50,012 s.f.) of impervious area will actually be installed. The existing
constructed stormwater wetland and level spreader are designed to handle the
runoff from both Lot 1 and Lot 2.
Following the completion of phases 1 and 2, the runoff from approximately 5.93
acres of on -site drainage area will be routed to the constructed stormwater
wetland and level spreader, including 141,738 of the total 141,846 SF of
impervious area approved under permit #SW8121019. The remaining 108 SF of
impervious area not draining to the constructed stormwater wetland is effectively
infiltrated in a "stilling basin" located around Drop Inlet #4 at the extreme
southwestern portion of the project site.
The constructed stormwater wetland is treating the design runoff, and attenuating
the peak runoff from the 1-yr and 10-yr storms (as required by the Town of
Beaufort's stormwater ordinance). Runoff in excess of the design volume is
being routed from the constructed stormwater wetland to a level spreader with
50-foot vegetated filter.
PROJECT SITE AREA BREAKDOWN
Total Project Area (including future development tract) 8.238 ac
Existing Building Area 0.670 ac
Existing Transportation Impervious Area 1.346 ac
Total Existing Impervious Area ' 2.016 ac
Future Impervious Area 1.240 ac
Total Impervious Area Post -Development 3.256 ac
CP.FE5510iyg1'•9
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043249
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Fe: DEC Use ONLY
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North Carolina Department of Environmental Quality sL -..4 'y„ /�
Time: - 1
Request for Express Permit Review —'1) �od— 64ki
),14
c .,;,
FILL-IN all the information below and CHECK the Permits) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application
ap ckage of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;[e-mail]
• Fayetteville or Raleigh Region -David Lee 919-791-4203; [e-mail]
• Mooresville or Winston Salem -Marcia Allocco 704-235-2107; [e-mail]
• Washington Region -Lyn Hardison 252-948-3842 or [e-mail]
• Wilmington Region -Cameron Weaver 910-796-7303 or [e-mail]
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: BEAUFORT SPRING County: CARTERET
Applicant: LYLE GARDNER Company: EVERGREEN CONSTRUCTION COMPANY
Address: 7706 SIX FORKS ROAD. SUITE 202 City: RALEIGH, State: NC Zip: 27615-
Phone: [phone], Fax: -_ Email: [e-mail]
Physical Location:1793 LIVE OAK STREET. BEAUFORT. NC 28516
SW _
SW_
SW
NPDES _
NPDES _
WO _
Wo
E&S _
E&S _
Other
Project Drains into TURNER CREEK waters — Water classification SA: HOW (DWR Surface Water Classifications Map)
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? N, within Yz mile and draining to class SA waters Y or within 1 mile
and draining to class HOW waters? Y
Engineer/Consultant: IGOR PALYVODA Company: BALDWIN DESIGN CONSULTANTS. PA
Address: 1700-D EAST ARLINGTON BOULEVARD City: GREENVILLE, State: NC Zip: 27858-7842
Phone:[phone], Fax:[phone], Email: [e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE REU MAY- 0 B 2011
S # JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWR, ❑ DCM, ❑ DEMLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ a of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
El Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ @'Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density- Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems /® MOD:❑ Major ® Minor ❑ Plan Revision ❑ Redev. Exclusion SW 8121019 (Provide permit a)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with acres to be disturbed. (CK # & Amt. (for DEQ use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ❑ Yes ® No
Wetlands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
Received from US ACOE ❑ Yes ❑ No
DEQ Lireonly.
Fee Split for multiple permits: (Check #
Buffer Impacts: ® No ❑ YES: —acre(s)
Isolated wetland on Property ❑ Yes ® No
404 Application in Process w/ US ACOE: ❑ Yes ❑ No Permit
Total Fee Amount 5
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
S
Variance (❑ Mai: ❑Min)
S
SW (❑ HD, ❑ LD, ❑ Gen)
S
401:
S
LDS
S
Stream Deter,_
S
NCDEQ EXPRESS March 2016

Weaver, Cameron
From: Igor Palyvoda <[e-mail]>
Sent: Monday, May 08, 2017 12:00 PM
To: Weaver, Cameron
Cc: Lewis,Linda
Subject: RE: Beaufort Spring Minor Stormwater Permit Modification
Attachments: EVERGREEN REQUEST FOR EXPRESS form FINAL-l.docx; Stormwater Narrative Permit
Modification Evergreen Construction.pdf
Cameron,
See attached stormwater narrative and express review request form for minor modification of existing stormwater
permit #SW8121019 issued to Evergreen Construction. Please let me know earliest available express review dates.
Thanks
BaldwinDesign
Consultants,PA
*MTZ[ti0N5 lill[+.tivt.Ti 4+.IaW:^.
Igor Palyvoda, PE
Vice President
1700-D East Arlington Boulevard
Greenville, NC 27858
252.756.1390
252.321.1412 (Fax)
[e-mail]
From: Lewis,Linda [mailto:[e-mail]]
Sent: Monday, May 08, 2017 8:44 AM
To: Igor Palyvoda <[e-mail]>; Weaver, Cameron <[e-mail]>
Subject: RE: Beaufort Spring Minor Stormwater Permit Modification
Igor:
That works for us. The switching of BUA between lots is a minor modification / plan revision. If you
choose express for that minor modification / plan revision, it will be a $500.00 fee.
Linda
From: Igor Palyvoda fmailto:[e-mail]]
Sent: Monday, May 08, 2017 8:20 AM
To: Weaver, Cameron <[e-mail]>; Lewis,Linda <[e-mail]>
Subject: Beaufort Spring Minor Stormwater Permit Modification
Linda/Cameron,
Our surveyors added notes about total impervious area within Lot 2 (Beaufort Spring) to the Alta Survey. The total
impervious area within Lot 2 ended up being 1,118 s.f. higher than the permitted area due to addition of concrete
benches, concrete bike pad, and reconfigured sidewalks. I have checked myself in AutoCAD and our surveyors are

correct so I cannot certify as -built area in Lot 2 at this time. I was told that concrete benches and concrete bike pad were
added because the residents living there requested them. So what I need to do now I guess is to submit a minor
stormwater permit modification for express review on behalf of Evergreen Construction before they can even transfer
their permit to Beaufort Spring. We will basically "borrow" some allowable impervious square footage that was
allocated to Lot 1 since the proposed impervious area within Lot 1 will only be 50,486 s.f, which is much less than 55,141
s.f. that they were allowed for future development. Please take a look at what I believe has to happen and offer your
comments as far as sequence and additional items needed.
1. Submit minor stormwater permit modification request for express review on behalf of Evergreen Construction
to reflect new allowable impervious areas for Lot 1 and Lot 2.
2. Record deed restrictions reflecting new allowable impervious areas for Lot 1 and Lot 2 before going to express
review meeting.
3. Provide final certification at the express review meeting. We will be inspecting the pond tomorrow so we will
see what Evergreen Construction/Beaufort Housing Associates need to do as far as pond maintenance goes.
4. Transfer stormwater permit from Evergreen Construction, LLC to Beaufort Housing Associates, LLC.
S. Apply for an express review of off -site stormwater permit on behalf of Beaufort Storage, LLC for Lot 1.
Thanks
dwin Desi
Colnsulta lts in
�AK.�N' A9 WNT'�'IX� RsJ.V4S
Igor Palyvoda, PE
Vice President
1700-D East Arlington Boulevard
Greenville, NC 27858
252.756.1390
252.321.1412 (Fax)
[e-mail]

Energy, Mineral &
LandR 2017
ENVMMU A N
ROY COOPER
Governor
MICHAEL S. REGAN
Secmfary
TRACY DAVIS
Director
Mr. Lyle D. Gardner, President
Evergreen Construction Company
7706 Six Forks Road, Suite 202
Raleigh, NC 27615
Subject: Stormwater Management Permit No. SW8 121019
Beaufort Spring
High Density Commercial Subdivision Constructed Wetlands Project (SA waters)
Carteret County
Dear Mr. Gardner
The Wilmington Regional Office received a complete Stormwater Management Permit Application for
Beaufort Spring on January 9, 2013 and issued a permit on January 10, 2013. There were several incorrect
references to the permit number made throughout the cover letter. We are forwarding this corrected cover
letter to the Stormwater Permit No. SW8 121019, originally dated January 10, 2013. Please replace the
January 10, 2013 cover letter only with this corrected version. The January 10, 2013 permit remains in full
force and effect.
Please note that effective August 1, 2013, the State Stormwater program was transferred from the Division of
Water Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous
references to DWQ will remain in older Stormwater permits issued prior to August 1, 2013 until they are
modified. Please note that DEMLR is now the Division responsible for issuance of the permit.
This permit shall be effective from the date of issuance until January 10, 2021, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the Operation and Maintenance
requirements in this permit and to the permit transfer requirements. Failure to establish an adequate system for
operation and maintenance of the Stormwater management system or to transfer the permit in a timely manner
will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH).
The written petition must conform to Chapter 150B of the North Carolina General Statutes, and must be filed
with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH with all
questions regarding the filing fee (if a filing fee is required) and/or the details of the filing process at 6714
Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at
www.NCOA14.com- Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis
at [phone].
Sincer,ly,
5�
7a�c racy Davis'-,K;�Dircctor
Division of Energy, Mineral and Land Resources
GDS/arl: G:\\\Stormwater\Permits & Projects\2012\121019 HD\2017 041 letter 121019
cc: Igor Palyvoda, P.E., Baldwin Design Associates
Town of Beaufort Building Inspections
Division of Coastal Management
Wilmington Regional Office Stormwater File
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Wilmington Regional Office 1127 cardinal Drive Extension I Wilmngton,NC 28405
910 796 7215

For DEo use WLY
North Carolina Department of Environmental Quality s 1 S� dYC
Request for Express Permit Review �p
Lme:
Conlum'.
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application
ap ckage of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;[e-mail] related to this Project
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee@ncdenr.00v
• Mooresville or Winston Salem-MarciaAllocco704-235-2f07;[e-mail] SW
-
• Washington Region -Lyn Hardison 252-948.3842 or [e-mail] SW t t( q .
• Wilmington Region -Cameron [e-mail] NPDES
NOTE: Project application received after 12 noon will be stamped in the following work day. NPDES
WQ I
Project Name: BEAUFORT STORAGE County: CARTERET WO _ ^
Applicant: FRANK GAINEY Company: BEAUFORT STORAGE, LLC E&S _
Address: 123 CORE DRIVE WEST City: MOREHEAD CITY, State: NC Zip: 28557-9002 E&S
Phone: [phone],Fax:_ Email: f [e-mail] Other_
Physical Location:1795 LIVE OAK STREET, BEAUFORT NC 28516
Project Drains into TURNER CREEK waters —Water classification SA: HOW (DWR Surface Water Classifications Map)
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? N, within r/2 mile and draining to class SA waters Y. or v
and draining to class HOW waters? N
Engineer/Consultant: IGOR PALYVODA Company: BALDWIN DESIGN CONSULTANTS, PA
Address: 1700-D EAST ARLINGTON BOULEVARD City: GREENVILLE, State: NC Zip: 27858-7842
Phone: [phone], Fax: [phone], Email: ap [e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE
S k JOBS R[n APR 21 2017
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWR, ❑ DCM, ❑ DEMLR, ❑ OTHER:
SECTION TWO:
41,
fev
?.Qr LJY'h��� CFr
EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Welland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater
❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp,
❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density
❑ Low Density -Curb & Gutter _
a Curb Outlet Swales ® Off -site
[SW 8120919 (Provide permit 9)]
❑ High Density -Detention
Pond _ # Treatment Systems
❑ High Density -Infiltration _
#Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems
❑ High Density —SW Wetlands
_ # Treatment Systems
❑ High Density -Other
_ # Treatment Systems /❑ MOD:❑
Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit #)
❑ Coastal Management
❑ Excavation & Fill
❑ Bridges & Culverts
❑ Structures Information
❑ Upland Development
❑ Marina Development
❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with acres to be disturbed. (CK
(for DEQ use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ❑ Yes ® No
Wetlands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
Received from US ACOE ❑ Yes ❑ No
DFQ me
Fee Split for multiple ermits: Check #
Buffer Impacts: ® No ❑ YES: acre(s)
Isolated wetland on Property ❑ Yes ® No
404 Application in Process w/ US ACOE: ❑ Yes ❑ No Permit
Total Fee Amount 5
SUBMITTAL DATES
Fee
I
I SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
I
S
SW (❑ HD, ❑ LD, ❑ Gen)
I
S
1 407:
I
1$
LDS
S
I Stream Deter,_
I
S
NCDEQ EXPRESS March 2016

BaldwinDesign
Consulta ts^
ENGINEERING SUPVEYING PLANNING:
STORM WATER MANAGEMENT NARRATIVE
BEAUFORT STORAGE
TOWN OF BEAUFORT, CARTERET COUNTY, NORTH CAROLINA
April 27, 2017
GENERAL INFORMATION
Project Name: Beaufort Storage
Location: 1795 Live Oak Street, Beaufort, NC 28516
Owner: Beaufort Storage, LLC
1400 Dills Creek Lane
Morehead City, NC 28557
Consultant: Baldwin Design Consultants, PA
1700-D East Arlington Boulevard
Greenville, NC 27858
Phone: [phone]
This property is located off the northwestern right-of-way of U.S. Highway 70 (Live Oak
Street), approximately 0.70 miles northeast of the intersection between U.S. Highway 70
(Live Oak Street) and N.C. Highway 101 in Beaufort Township, Carteret County, NC.
The property is bounded on the north by woods, bounded on the east by U.S. Highway
70 (Live Oak Street), bounded on the south by private drive/sidewalk, and bounded on
the west by constructed wetland. There are no wetlands or riparian buffers located at
this project site. This project does not involve subdivision property.
This project will consist of the construction of 2 commercial mini -storage buildings and
associated parking/drive areas. In addition, associated storm drainage and utilities, and
any other appurtenances needed to serve the new buildings while disturbing
approximately 1.697 acres will be constructed.
This project is being built on an empty 1.836-acre site. There is approximately 774
square feet of existing sidewalk within the property that was permitted and constructed
during the initial phase of the project back in 2013, This existing impervious area does
not count against the 55,141-square foot built upon limit that was allocated for future
development within this lot because it has already been accounted for during initial
phase of the project for the retirement housing next to the constructed wetland.
The total proposed impervious area includes 700 square feet of offsite impervious area.
This is the impervious area required to make the tie-in between the existing private drive
1700-0 EAST ARLINGTON BLVD. • GREENVILLE, NORTH CAROLINA27858

and the proposed lot that is to be developed. This proposed impervious area spans from
the property line until the edge of the existing private drive and it consists of proposed
handicap ramps, sidewalks and asphalt. The runoff from this impervious area will drain
into the existing ditch along the western property line of the proposed development and
will then be discharged into the existing constructed wetland.
STORMWATER INFORMATION
Pre -development:
The existing project site area consists of 1.836 acres. Majority of project site consists of
empty pervious land with about 774 square feet of existing sidewalk that was built at the
time that the retirement housing and constructed wetland were constructed and was
already permitted and accounted for under stormwater permit #SW8 120919. The storm
water from this undeveloped pervious area is currently sheeting off to the existing ditch
along the western and eastern property lines. The storm water runoff from the western
ditch enters constructed wetland and is then discharged into the ditch along eastern
property line. This runoff is then picked up by the existing storm drainage system along
Live Oak Street and is then discharged into Turner Creek in White Oak River Basin.
Post -development:
The storm water runoff from all the proposed impervious areas will be discharged to the
existing constructed wetland. The runoff from half of building roofs will be collected in the
downspouts. Along the eastern property line, the downspouts will discharge runoff from
the roofs into the proposed storm drainage system while the downspouts along the
western property line will discharge roof runoff directly to the existing ditch along western
property line. Majority of runoff from parking lot/drive areas will be collected in the
proposed storm drainage system while the remainder will sheet off directly to the
constructed wetland at the northern side of the proposed mini -storage buildings. The
runoff from the proposed offsite impervious area will discharge into the existing ditch
along western property line and will then enter existing constructed wetland via this
ditch.
The breakdown of the total site is as follows:
Site Project Area
Offsite Project Area
Total Project Area Considered
Existing Impervious Area
Proposed Site Impervious Area
Proposed Offsite Impervious Area
Total Proposed Impervious Area
1,836 ac
0.016 ac
1.852 ac
0.018 ac (exempt from 55,141 s.f. BUA limit)
1.168 ac
0.016 ac
1.184 ac
% Built Upon Area 64.48 %

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Lewis,Linda
From: Igor Palyvoda <[e-mail]>
Sent: Thursday, April 27, 2017 3:27 PM
To: Lewis,Linda
Subject: RE: Project ID: CARTE-2017-021 Beaufort Storage Erosion Control Plan Additional Items
Linda,
Understood. Lyle is also member -manager of Beaufort Spring Housing Associates, LLC so at least we'll only be dealing
with one person here.
Baldwin Design
Consultants^
LNON:tMA. R1+vCVM. RnIM.O
Igor Palyvoda, PE
Vice President
1700-D East Arlington Boulevard
Greenville, NC 27858
252.756.1390
252.321.1412 (Fax)
ipalyvoda@baldwindesignconsu ltants.com
From: Lewis,Linda [mailto:[e-mail]]
Sent: Thursday, April 27, 2017 3:16 PM
To: Igor Palyvoda <[e-mail]>
Subject: RE: Project ID: CARTE-2017-021 Beaufort Storage Erosion Control Plan Additional Items
If Beaufort Spring Housing Associates, LLC owns the constructed wetland and is responsible for
maintaining it, then the master permit 121019 needs to be transferred over to them.
If Lyle Gardner is a manager of both Evergreen and G&M, then he needs to record the deed
restrictions for both lots as per the current permit, provide the final certification, and then apply to
transfer the permit to Beaufort Spring Housing Associates.
Linda
From: Igor Palyvoda[mailto:[e-mail]]
Sent: Thursday, April 27, 2017 3:09 PM
To: Lewis,Linda <linda.lewis@ncdenr.8ov>
Subject: RE: Project ID: CARTE-2017-021 Beaufort Storage Erosion Control Plan Additional Items
Linda,
It appears that G & M Development only owns lot #1. Beaufort Spring Housing Associates, LLC owns lot #2 and the
constructed wetland itself. According to the attached document that I received from our client, Beaufort Spring is
currently responsible for 100% of constructed wetland maintenance but once our client develops lot #1, he will be
responsible for 22% of constructed wetland maintenance costs while Beaufort Spring Housing Associates, LLC will be
responsible for 78% of costs. See Sec. 2.2 on page 3. This document would take care of the ongoing maintenance of the
stormwater wetland and our client is aware that he will need to share expenses for maintenance.

At one point in time G & M Development, LLC, might have owned both lot 91 and lot #!2. Our office manager is currently
looking into ownership transfers and at which point who bought what lot. I do know that Evergreen Construction, LLC
initially owned both lots. Lyle Gardner is a member -manager of both Evergreen Construction, LLC and G and M
Development, LLC. What would be your advice as far as untangling this legal mess goes since we have separate entities
here owning separate lots? I have never run into this issue before so I want to make sure that we do it right the first
time so as not to delay our client's schedule further. Please let me know.
Thanks
ConsultwitS,PA
CpQM2Y4tf , OJM:�Y d RMr1Mp
Igor Palyvoda, PE
Vice President
1700-D East Arlington Boulevard
Greenville, NC 27858
252.756.1390
252.321.1412 (Fax)
ipal,/voda,@baldwindesignconsultants.com
From: Lewis,Linda [maiIto: [e-mail]]
Sent: Thursday, April 27, 2017 2:40 PM
To: Igor Palyvoda<ipalyvodaCalbaldwindesienconsultants.com>
Subject: RE: Project ID: CARTE-2017-021 Beaufort Storage Erosion Control Plan Additional Items
I don't think we will be able to transfer the permit that quickly. There are quite a few steps involved in
a transfer. Does G&M own both lots? In order to transfer the permit to them they need to own both
lots and they need to make provision for the ongoing maintenance of the stormwater wetlands by the
2 lot owners in perpetuity.
If they own both lots, at least they can go ahead and get the deed restrictions recorded before we
transfer. The necessary language to record is already in that permit, but please make sure the correct
permit number (SW8 121019) is referenced.
Also, if G&M will agree (in writing) to provide the final certification, and address any other non-
compliance issues at the site, then we should be able to transfer relatively quickly. However, the final
certification would have to be submitted with the offsite application, along with a copy of the recorded
deed restrictions.
Linda
From: Igor Palyvoda[mailto:[e-mail]]
Sent: Thursday, April 27, 2017 2:04 PM
To: Lewis,Linda <[e-mail]>
Cc: Scott, Georgette <[e-mail]>
Subject: RE: Project ID: CARTE-2017-021 Beaufort Storage Erosion Control Plan Additional Items
Linda,
We are working on getting these issues resolved. I am almost positive that the restrictive covenants have at least been
written up because I have a copy of a transmittal letter from Evergreen Construction stating to see attached restrictive

covenants. The question now is whether they were recorded or not. Our client will talk to the seller and have them look
for a copy (hopefully they can locate it). If not, then they'll just have to draft up new ones. I have sent attached
stormwater permit transfer application to our client so that he could forward it to the seller and transfer the permit
before closing date in two weeks.
Thanks
Baldwin Design
Consultants^
Igor Palyvoda, PE
Vice President
1700-D East Arlington Boulevard
Greenville, NC 27858
252.756.1390
252.321.1412 (Fax)
ipalyvodaP baldwi ndesignconsulta nts.com
From: Lewis,Linda [mailto:[e-mail]]
Sent: Thursday, April 27, 2017 12:43 PM
To: Igor Palyvoda <[e-mail]>
Cc: Scott, Georgette <[e-mail]>
Subject: RE: Project ID: CARTE-2017-021 Beaufort Storage Erosion Control Plan Additional Items
Igor:
There is a typographical error in that permit. The permit number is incorrectly referenced — the correct
permit number is SW8 121019.
According to the database, a partial certification was submitted by Steve Janowski on November 8,
2014. It deferred certification of the wetlands plantings until the following spring (2015). That final
certification has NOT been submitted.
A copy of the recorded deed restrictions for the 2 lots has also NOT been submitted. The original
permittee, Evergreen Construction Company, was required to record the deed restrictions prior to
selling the lots. I think it's apparent from your email that Evergreen has apparently sold out to G & M
Development, LLC at some point without notifying the Division to transfer the permit.
The Division will not be able to accept your client's application for an offsite permit until ownership of
the SW8 121019 permit is transferred to the seller, G&M Development, LLC and they provide the
necessary final certification for the permitted wetlands and record the necessary deed restrictions. If
your client has already purchased one of the lots, your client will need to sign off on those restrictions
prior to recording.
Linda
From: Igor Palyvoda [mailto:[e-mail]]
Sent: Thursday, April 27, 2017 9:40 AM
To: Lewis,Linda <[e-mail]>
Subject: RE: Project ID: CARTE-2017-021 Beaufort Storage Erosion Control Plan Additional Items
Linda,
3

Attached is a copy of approved stormwater permit. Hope this helps.
Thanks
Baldwin Design
Consultants^
Igor Palyvoda, PE
Vice President
1700-D East Arlington Boulevard
Greenville, NC 27858
252.756.1390
252.321.1412 (Fax)
ipalyvodaP baldwindesignconsu Itants.com
From: Igor Palyvoda[mailto:ipalyvoda(albaldwindesignconsultants.com]
Sent: Thursday, April 27, 2017 8:09 AM
To:'Lewis,Linda' <[e-mail]>
Subject: RE: Project ID: CARTE-2017-021 Beaufort Storage Erosion Control Plan Additional Items
Linda,
I have spoken with our client, Beaufort Storage, LLC, and the seller G and M Development, LLC. Beaufort Storage, LLC is
in a rush to get this project started so we will go with the express permit review. On the off -site supplement form it asks
whether deed restrictions have been recorded and whether engineer certification has been submitted.
The engineer, Matthew D. Williams, who has designed the existing constructed wetland in stormwater permit #SW8
120919 has left the company around the time that the permit was issued or shortly after. I have looked though our
documents and I could not locate a copy of engineer certification. However, I do not have access to all of the documents
that Matthew had for this project. I do not want to initial the application and say that the engineer certification was
provided because I do not know if it was. Is there a way for you to check on your end if you received engineer
certification? The certification might have come from a different engineer, Stephen Janowski, that our company might
have sub -contracted once the original engineer Matthew Williams left the company.
Could you check if you received engineer certification and a copy of restrictive covenants? If it is something that cannot
be located quickly on your end, then I guess I will just put "Unknown" on off -site permit application. Please let me know
what you can find out.
Thanks
Baldwin Design
Consultants^
Igor Palyvoda, PE
Vice President
1700-D East Arlington Boulevard
Greenville, NC 27858
252.756.1390
252.321.1412 (Fax)
ii2alvvoda(@baldwindesignconsultants.com
From: Lewis,Linda[mailto:linda.lewisCcDncdenr.eov]
Sent: Tuesday, April 25, 2017 3:02 PM

To: Igor Palyvoda <[e-mail]>
Subject: RE: Project ID: CARTE-2017-021 Beaufort Storage Erosion Control Plan Additional Items
Igor:
New stormwater applications can be mailed to the attention of Georgette Scott, Stomwater Supervisor
at the mailing address below. When it's received it will be reviewed for completeness. If it's accepted,
the applicant will receive a confirmation email with the acceptance date and the reviewer it was
assigned to.
Per NCGS 143-215.1, the Division has 90 days from receipt of a complete application to issue the
permit. The actual time frame is dependent on the completeness of the application and on the
reviewer workload at the time.
Linda
From: Igor Palyvoda [mailto:[e-mail]]
Sent: Tuesday, April 25, 2017 2:04 PM
To: Lewis,Linda <[e-mail]>
Subject: RE: Project ID: CARTE-2017-021 Beaufort Storage Erosion Control Plan Additional Items
Linda,
Thank you for the response. Should we mail this off -site stormwater application to you or someone else? Also, how long
does the review typically take for an off -site stormwater permit? Our client is asking for the approval timeframe. Please
let me know.
Thanks
Baldwin Design
�ConsultantS^
Igor Palyvoda, PE
Vice President
1700-D East Arlington Boulevard
Greenville, NC 27858
252.756.1390
252.321.1412 (Fax)
ipalvvoda (a baldwindesignconsu ltants.com
From: Lewis,Linda [mailto:[e-mail]
Sent: Thursday, April 20, 2017 6:21 PM
To: [e-mail]
Cc: Scott, Georgette <[e-mail]>
Subject: FW: Project ID: CARTE-2017-021 Beaufort Storage Erosion Control Plan Additional Items
Importance: High
Igor:
Yes, per NCAC 02H.1003 (3)(c), projects that control their runoff in an offsite SCM (Stormwater
control measure) can be permitted on a case -by -case basis.

Offsite permitting requires the $505.00 application fee.
The application form should be completed specific to the lot in question. There is no need to provide
SCM design calculations, or to report all of the BUA that the SCM has been permitted to treat.
The review of the layout and grading plans will be to assure that the BUA limit assigned under the
master permit, has not been exceeded and that the proposed grading / runoff collection system
adequately conveys runoff to the permitted offsite SCM.
The review will also include a file review of the master permit to assure that a copy of the recorded
deed restrictions is in the file, and that the SCM has been certified. A compliance inspection of the
offsite SCM will also be conducted (if one has not been conducted within the last 6 months or so) to
assure that it is currently in compliance with its permit.
Linda
From: Scott, Georgette
Sent: Thursday, April 20, 2017 4:38 PM
To: Lewis,Linda <[e-mail]>
Subject: FW: Project ID: CARTE-2017-021 Beaufort Storage Erosion Control Plan Additional Items
Importance: High
Linda,
Can you please answer Igor below concerning submittal of offsite applications and fees.
Thanks
Georgette Scott
State Stormwater Program Supervisor
Department of Environmental Quality
Office [phone]
Fax [phone]
Georgette. Scott(a)ncd en r. q ov
127 Cardinal Drive Ext.
Wilmington, NC 28405
r'
•-. Nothing Compares--,.
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Igor Palyvoda[mailto:ipalyvoda(cDbaldwindesignconsultants.com]
Sent: Thursday, April 20, 2017 3:10 PM
To: Scott, Georgette <georRette.scott(@ncdenr.eov>
Subject: RE: Project ID: CARTE-2017-021 Beaufort Storage Erosion Control Plan Additional Items
Georgette,
I have never dealt with an off -site permit before so I was hoping that you could answer two questions for me. Does our
client need to pay $505 fee for an off -site permit? I did not see fee requirement listed in the off -site permit instructions

so I,want to make sure that we're not missing anything when we submit the application. Also, when filling out SWU-101
form as part of off -site permit requirement, we would basically use SWU-101 form just for the area in our lot, correct?
Please let me know.
Thanks
Baldwin Design
�Consultants,PA
�''�+�.i1Y 1 Sh.K1 aLJf.h MV/Y
Igor Palyvoda, PE
Vice President
1700-D East Arlington Boulevard
Greenville, NC 27858
252.756.1390
252.321.1412 (fax)
ipalvvoda@ ba Idwindesignconsu Ita nts.com
From: Hall, Rhonda B [mailto:[e-mail]]
Sent: Tuesday, April 18, 2017 5:03 PM
To: Igor Palyvoda <[e-mail]>
Cc: Lambe, Brian <[e-mail]>; Scott, Georgette <[e-mail]>
Subject: RE: Project ID: CARTE-2017-021 Beaufort Storage Erosion Control Plan Additional Items
Igor
The permittee associated with Stormwater Management Permit (SW8 120919) for Beaufort Spring is Evergreen
Construction Company, Lyle D. Gardner, President. The Financial Responsibility/Ownership Form submitted as part of
the application package for Beaufort Storage indicates that G and M Development, LLC is the current owner of Lot
1. Condition 16(I) of Section II in the existing Stormwater Management Permit (SW8 120919) requires that each lot
within the subdivision whose ownership is not retained by the permittee, must submit a separate Offsite Stormwater
Management Permit application package to the Division of Water Quality and receive a permit prior to any construction
on the lot. Based on this information, it appears that an Offsite Stormwater Management Permit will be required.
If you need additional information about this requirement, please contact Georgette Scott at 910-796-7339 (Phone) or
[e-mail] (email).
Rhonda Hall
Regional Engineering Associate
North Carolina Department of Environmental Quality
Division of Energy, Mineral, and Land Resources
Land Quality Section, Wilmington Regional Office
[phone] Office
rhonda.hall @ ncdenr.gov
127 Cardinal Drive Extension
Wilmington, NC 28405
`=`Nolhlrttd Compares -

Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Lambe, Brian
Sent: Monday, April 17, 2017 3:22 PM
To: Igor Palyvoda <[e-mail]>
Cc: Miller, Carol <[e-mail]>; Hall, Rhonda B <[e-mail]>
Subject: RE: Project ID: CARTE-2017-021 Beaufort Storage Erosion Control Plan Additional Items
Yes, the email is received. I will forward this information to our engineers to review.
Brian Lambe
Environmental Specialist
910-796-7314
State of North Carolina I Eaviroamental Quality I Energy, Mineral and Land Resources
127 Cardinal Drive Extension I Wilmington, NC 28405
910 796 7215 T 1 9103502004 F I Imp IiumaLncdcrn urJmclJld
From: Igor Palyvoda [mailto:[e-mail]]
Sent: Tuesday, April 11, 2017 11:01 AM
To: Lambe, Brian <[e-mail]>
Subject: RE: Project ID: CARTE-2017-021 Beaufort Storage Erosion Control Plan Additional Items
Brian,
Can you confirm that you have received email below and are proceeding with your review? Please let me know.
Thanks
13a1&rin Design
�Consultantwt%
Igor Palyvoda, PE
Vice President
1700-D East Arlington Boulevard
Greenville, NC 27858
252.756.1390
252.321.1412 (Fax)
ipalvvoda @baldwindesignconsulta nts.com
From: Igor Palyvoda [mailto:[e-mail]]
Sent: Tuesday, April 04, 2017 5:07 PM
To: 'brian.lam [e-mail]' <brian.lam [e-mail]>
Subject: Project ID: CARTE-2017-021 Beaufort Storage Erosion Control Plan Additional Items
Brian,
We have received your request regarding additional items required for erosion control plan review. At the time that we
submitted erosion control plan, the address that we had available for Beaufort Storage, LLC was 1400 Dills Creek Lane
and the LLC was not registered with the state. As of now, Beaufort Storage LLC is showing up as registered on NC

secretary of state website but the registered address is 123 Core Drive West. Below is Warren Benton's response
regarding the address discrepancy.
"The newly formed company is Beaufort Storage LLC. My partner, Frank Gainey lives at the 123 Core Drive address and
that will be the address for the LLC since he is handling all the financial matters for the company."
As far as constructed wetland goes, we are not using it for erosion control. We have provided a silt fence along the
constructed wetland edge and a rock dam in the ditch to stop the sediment from flowing into the pond. Installation of
storm drainage pipes will being with DI41 and inlet protection will be provided for each successive drop inlet installed up
to the stormwater wetland. Inlet protection at drop inlets will prevent sediment from flowing into storm drainage pipes
and reaching constructed wetland via pipe flow and the silt fence will prevent sediment from reaching the constructed
wetland above ground. Thus, the risks to the constructed wetland will be mitigated.
The lot that we are developing on was originally part of Beaufort Spring project. There is already an existing stormwater
permit (Permit # SW8 120919) that covers the lot that we are developing. See attached stormwater permit and
restrictive covenants placed on lot #1 that we are developing. As you can see from sheet #2 of our plans, our proposed
impervious area is less than the allocated allowable built upon area of 55,922 square feet that is listed on the restrictive
covenants.
Please let me know if this gives you enough information to move on with your review.
Thanks
Baldwin Design
�Consultants,v,%
r+4}1.,/tiWO fw,r.G«wrs.M.r+wa�
Igor Palyvoda, PE
Vice President
1700-D East Arlington Boulevard
Greenville, NC 27858
252.756.1390
252.321.1412(Fax)
ipa lyvoda@baldwindesianconsu Ita nts.com

SOSID: 1277525
Date Filed: 4/11/2016 11:59:00 PM
Elaine F. Marshall
-- North Carolina Secretary of State
LIMITED LIABILITY COMPANY ANNUAL CA2016 102 06518
NAME OF LIMITED LIABILITY COMPANY: Beaufort Spring Housing Associates, LLC
SECRETARY OF STATE ID NUMBER: 1277525 STATE OF FORMATION: NC
REPORT FOR THE YEAR: 1016
SECTION A: REGISTERED AGENTS INFORMATION
1. NAME OF REGISTERED AGENT: Lyle D Gardner
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
7706 Six Forks Road
Raleigh, NC 27615 Wake
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS:
2. PRINCIPAL OFFICE PHONE NUMBER:
rdr, Offim Uw aW
® Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
7706 Six Forks Road
Raleigh, NC 27615
3. PRINCIPAL OFFICE EMAIL:
4., PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5: PRINCIPAL OFFICE MAILING ADDRESS
7706 Six Forks Road 7706 Six Forks Road
Raleigh, NC 27615 Wake Raleigh, NC 27615
SECTION C: MANAGERS/MEMBERSIORGANIZERS (Enter additional Managers/Members/Organizers in Section E.)
NAME: LIHTC Managers, LLC
TITLE: Manager/Member
ADDRESS: 7706 Six Forks Road
Raleigh, NC 27615
NAME: RBC Tax Credit Equity Fund-19, NAME: RBC Tax Credit Managers 11, Ina
TITLE: Member TITLE: Member
ADDRESS: 600 Superior Avenue East, ADDRESS: 600 Superior Avenue East,
Suite 1300
Cleveland, Ohio 44114
Suite 1300
Cleveland, Ohio 44114
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
11s114cir c
SIGrq URE "DATE
Foon must be signed by -a Manager/Memdd r Wed under Section C of INS form.
LIHTC Managers, LLCTimothy G. Morgan Manager/Member
Print or Type Name of Managernil mber TITLE
MAIL TO: SSUDMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $20
ecretary of State, Corpomtiens Division, Post Oaim Box 29525, Raleigh, NC 27626-0525 II II II II II II IIIIIII III I I I lIII III

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SITE DATA
TOTAL ARFT IN 1 1
9.239 ACRES
20NINC CUISSIFlCA90N
NUMBER OF LOTS CREATED ..
... ..2
AREA IN OPEN SPACE ..
._ 0 S.F.
AREA IN PARKS, RECREATION AREA
ATH ND E LIKE. ...
.. . 0 S.F.
TOTAL IN COMMON AREA
..... . 0 S.F.
LINEAR FEET IN SiREE15.................
...... ..._ 0 LF
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RFlERENCE: CO OWK P26, PAGE B9 OF NE
LNTECa Ccu I Rn;RN t OF DEEDS OFFICE
BENJFORE, BEAUFORE TDWNSWP, CARIEEET COUNTY, N.C.
OWNER: BNUIUR, SPnIw NuubfNQ ]uoVcwly, u+.
A➢ORESS:]]O6 SIX FORKS ROAD
RALEIGH, NO 27615
PHONE: [phone]
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