SW8140614_Historical File_20140821

AVA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, Ill
Governor Secretary
August 21, 2014
Mr. Dominic Visconsi, Jr., Managing Member
Visconsi Land Co. Ltd.
30050 Chagrin Blvd., Suite 306
Pepper Pike, OH 44124
And
Mr. Brad L. Hilaman, Manager
Coastal Carolina Commercial Development, LLC
312 River Drive
Southport, NC 28461
Subject: State Stormwater Management Permit No. SW8 140614
Long Beach Crossing
High Density Commercial Subdivision Project with an Area of Redevelopment
Brunswick County
Dear Mr. Visconsi and Mr. Hilaman:
The Wilmington Regional Office received a complete State Stormwater Management Permit Application
for Long Beach Crossing on August 18, 2014. Staff 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 2H.1000. We are forwarding Permit No. SW8 140614
dated August 21, 2014, for the construction, operation and maintenance of the BMP's and impervious
area associated with the subject project.
This permit shall be effective from the date of issuance until August 21, 2022, and shall be subject to
the conditions and limitations as specified therein. The designated permit holder, Visconsi Land Co.,
Ltd., shall be responsible for meeting the conditions and limitations specified therein. As required for
compliance, a copy of the purchase agreement that outlines Visconsi Land Co., Ltd. responsibilities for
this stormwater system must be kept with the permit and maintenance activity records until the land is
transferred to Visconsi Land Co., Ltd. Please pay special attention to the conditions listed in this
permit regarding the Operation and Maintenance of the BMP(s), recordation of deed restrictions,
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 transfer the permit, or to renew the permit, will result in future compliance
problems.
The Division must be notified if any of the following occur:
1. As indicated in Section 11.4, please be aware that it is the responsibility of the permit holder,
Visconsi Land Co., Ltd., to notify the Division of any changes in ownership and request an
ownership/name change for the stormwater permit. However, please be reminded that if the
purchase agreement between Visconsi Land Co., Ltd. and Coastal Carolina Commercial
Development, LLC is dissolved, cancelled or defaults, and the Division is not notified by
Visconsi Land Co., Ltd. to transfer the permit, then the responsibility for permit compliance
reverts back to the property owner. As the property owner, Coastal Carolina Commercial
Development, LLC must notify the Division immediately of the permit ownership change and
submit a completed Name/Ownership form to the Division within 30days. Otherwise Coastal
Carolina Commercial Development, LLC will be operating a stormwater treatment facility without
a valid permit. This is a violation of NC General Statue 143-215.1 and may result in appropriate
enforcement action including the assessment of civil penalties of up to $25,000 per day, being
taken against the property owner, Coastal Carolina Commercial Development, LLC.
Division of Energy,Mineral,and Land Resources
Land Quality Section—Wilmington Regional Office
127 Cardinal Drive Extension,Wilmington,North Carolina 28405•[phone]/Fax:[phone]

State Stormwater Management systems
Permit No. SW8 140614
2. As indicated in Section 1.2 of the permit, the location of the vegetated buffer and the
impervious areas shown on the approved plans are contingent upon the permittee
obtaining the necessary approvals and permits from the US Army Corps of Engineers
and/or the Division of Water Resources to pipe a portion of Jump and Run Creek as
shown on the plans. If the other approvals and permits are not obtained this may impact
the location of the vegetated buffer and the extent of the impervious areas shown on the
state stormwater approved plans. Any changes made to the plans in order to obtain
these other permits will require a plan revision or modification to this state stormwater
permit.
3. As implied in Sections 11.8 and 111.1 of the permit, if either lot that contains a BMP is sold
in the future, the permittee shall submit a modification or transfer of ownership to the
Division for approval. The specific permitting action required for approval will be based
upon the revisions proposed at that time. Please also keep in mind that any other
changes listed in Section 11.8 will also require a plan revision or modification to the
permit.
4. Per S.L. 2012-200, Part VI. NCDENR has not required the use of stormwater retention
ponds, stormwater detention ponds, or any other stormwater control measure that
promotes standing water in order to comply with the FAA Advisory Circular No.
150/5200-33B at public airports that support commercial air carriers or general aviation
services, and at development projects within 5 miles of those airports. This project is
being permitted consistent with S.L. 2012-200 and a copy of the permit is being
forwarded to the Brunswick County Airport Commission who may elect to adjudicate the
permit. If modifications to the stormwater system are found to be necessary by the
Brunswick County Airport Commission, a plan revision or modification to the permit will
be necessary per Section 11.8 of the permit.
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 150E 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.NCOAH.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
Christine Nelson in the Wilmington Regional Office, at [phone].
Sint, rely,
-31 ScS-11-
cm Tracy D vis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/can: \\\Stormwater\Permits & Projects\2014\140614 HD\2014 08 permit 140614
cc: Richard Moore, McKim & Creed
Brunswick County Inspections
Brunswick County Airport Commission, Cape Fear Regional Jetport, 4019 Long Beach
Road, Southport, NC 28461
Wilmington Regional Office Stormwater File
Page 2 of 13

State Stormwater Management Systems
Permit No. SW8 140614
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT WITH AN AREA OF
REDEVELOPMENT
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
Visconsi Land Co. Ltd.
Long Beach Crossing
Long Beach Road (NC HVVY 133), Southport, Brunswick County
FOR THE
construction, operation and maintenance of one (1) Contech Stormfilter located on Lot
1, one (1) wet detention pond located on Lot 4, and one (1) area of excluded
redevelopment also located within Lot 1. This project as proposed has been found in
compliance with the provisions of 15A NCAC 2H .1000 and Session Law 2008-211
(hereafter separately and collectively referred to as the "stormwater rules') and the
approved stormwater management plans and specifications and other supporting data
as attached and on file with and approved by the Division and considered a part of this
permit.
This permit shall be effective from the date of issuance until August 21, 2022 and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. Per S.L. 2012-200, Part VI. NCDENR shall not require the use of stormwater
retention ponds, stormwater detention ponds, or any other stormwater control
measure that promotes standing water in order to comply with the FAA Advisory
Circular No. 150/5200-33B at public airports that support commercial air carriers
or general aviation services, and at development projects within 5 miles of those
airports. This project is being permitted consistent with S.L. 2012-200 and a copy
of the permit is being forwarded to the Brunswick County Airport Commission
who may elect to adjudicate the permit.
2. This permit, as well as the location of the vegetated buffer and the impervious
areas shown on the approved plans, is contingent upon the permittee obtaining
the necessary approvals and permits from US Army Corps of Engineers and/or
the Division of Water Resources to pipe a portion of Jump and Run Creek as
shown on the plans. If the other approvals and permits are not obtained this may
impact the location of the vegetated buffer and the extent of the impervious areas
shown on the state stormwater approved plans. Any changes made to the plans
in order to obtain these other permits will require a plan revision or modification
to this state stormwater permit.
3. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
Page 3 of 13

State Stormwater Management Systems
Permit No. SW8 140614
4. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.8 and 1.9 of this permit. The runoff from all
impervious areas within the permitted drainage areas of this project must be
directed into the permitted stormwater control systems. The BMPs associated
with Drainage Areas 1, 2, and 3 include a Contech Stormfilter, a wet detention
pond, and an area of excluded redevelopment, respectively, and have been
designed to treat the runoff from 202,976, 151,725, and 50,855 square feet of
impervious area, respectively.
5. The subdivision is permitted for 4 lots, each limited to a maximum amount of
impervious area as indicated in Section 11.13 (f) of this permit.
6. The maximum impervious area allowed for the entire subdivision is 405,556
square feet.
7. The project shall provide and maintain a 30' wide vegetative buffer adjacent
surface waters, measured horizontally from and perpendicular to the normal pool
of impounded structures, the top of bank of each side of streams and rivers and
the mean high water line of tidal waters.
8. A vegetated filter strip is not required for the Contech Stormfilter or the wet
detention pond. However, all discharges into and through the vegetated buffer
must provide diffuse flow. A level spreader is being provided to achieve the
diffuse flow requirement.
9. Prior to the discharge of stormwater runoff from any lot into the approved
stormwater system, the permittee shall ensure that the proposed development on
the lot is covered by a separate Offsite Stormwater Management Permit.
10. The following design elements have been permitted for the pond storage and
Contech Stormfilter stormwater facility located on Lot 1 within Drainage Area 1.
These design elements must be provided in the system at all times.
a. Drainage Area, acres: 4.99
Onsite, ft2: 217,537
Offsite, ft2: 0
b. Total Impervious Surfaces, ft2: 202,976
Onsite, ft2: 202,976
Offsite, ft2: 0
c. Design Storm, inches: 1.5"
d. Storage Pond Permanent Pool Elevation, FMSL: 10.0
e. Storage Pond Temporary Storage Elevation, FMSL: 12.0
f. Permitted Storage Volume, ft3: 18,984
g. TSS removal: 85%
h. Number of Contech Stormfilter Cartridges: 53
i. Cartridge Height, inches: 18
j. Stormfilter Bottom Elevation, FMSL: 8.0
k. Seasonal High Water Table, FMSL: 10.0
I. Bypass Weir Elevation, FMSL: 12.0
m. Predevelopment 1 yr-24 hr. discharge rate, cfs: 0.34
n. Postdevelopment 1 yr-24 hr. discharge rate, cfs: 0.77
o. Design Storm Draw Down Rate, cfs: 0.15
p. Max Treatment Flow Rate, cfs 10.52
q. Receiving Stream/River Basin: Jump & Run Creek/Cape Fear
r. Stream Index Number: 18-88-9-3-2
s. Classification of Water Body: "Sc, Sw"
Page 4 of 13

State Stormwater Management Systems
Permit No. SW8 140614
11. The following design elements have been permitted for this wet detention pond
stormwater facility located on Lot 4 within Drainage area 2. These design
elements must be provided in the system at all times.
a. Drainage Area, acres: 4.64
Onsite, ft2: 202,300
Offsite, ft2: 0
b. Total Impervious Surfaces, ft2: 151,725
Onsite, ft2: 151,725
Offsite, ft2: 0
c. Average Pond Design Depth, feet: 5.0
d. TSS removal efficiency: 90%
e. Design Storm: 1.5"
f. Permanent Pool Elevation, FMSL: 8.50
g. Permitted Surface Area @PP, ft2: 11,054
h. Permitted Temporary Storage Volume, ft3: 18,381
i. Temporary Storage Elevation, FMSL: 9.90
j. Predevelopment 1 yr-24 hr. discharge rate, cfs: 9.64
k. Controlling Orifice: 2.0"0 pipe
I. Orifice Flowrate, cfs : 0.07
m. Permanent Pool Volume, ft3: 44,903
n. Forebay Volume, ft3: 8,669
o. Maximum Fountain Horsepower: 1/6
p. Receiving Stream / River Basin: Jump & Run Creek/Cape Fear
q. Stream Index Number: 18-88-9-3-2
r. Classification of Water Body: "Sc, Sw"
12. The redevelopment portion of this project, Drainage Area 3, is excluded from
State Stormwater permitting requirements under the following conditions: 1) The
project must be constructed as shown on the plans submitted to this Office; 2)
the proposed impervious area of 50,855 square feet does not exceed the existing
impervious area of 126,061 square feet; and 3) The proposed stormwater control,
directing the roof runoff to a proposed level spreader and forested filter strip,
provides equal protection of surface waters as the existing stormwater control,
which is the piped collection and discharges directly into Jump and Run Creek.
II. SCHEDULE OF COMPLIANCE
1. No person or entity, including the permittee, shall alter any component of the
approved stormwater drainage system shown on the approved plans, unless and
until the Division has approved of the revised plan.
2. The permittee is responsible for the routine monitoring of the project for
compliance with the impervious area limits, grading, and the storm drainage
system established by this permit, the permit documents, the approved plans,
and the recorded deed restrictions. The permittee shall notify any lot owner that
is found to be in noncompliance with the conditions of this permit in writing, and
shall require timely resolution.
3. A copy of the purchase agreement that outlines Visconsi Land Co., Ltd.
responsibilities for this stormwater system must be kept with the permit and
maintenance activity records until the land is transferred to Visconsi Land Co.,
Ltd.
Page 5 of 13

•
State Stormwater Management Systems
Permit No. SW8 140614
4. It is the responsibility of the permit holder, Visconsi Land Co., Ltd., to notify the
Division of any changes in ownership and request an ownership/name change
for the stormwater permit. However, please be reminded that if the purchase
agreement between Visconsi Land Co., Ltd. and Coastal Carolina Commercial
Development, LLC is dissolved, cancelled or defaults, and the Division is not
notified by Visconsi Land Co., Ltd. to transfer the permit, then the responsibility
for permit compliance reverts back to the property owner. As the property owner,
Coastal Carolina Commercial Development, LLC must notify the Division
immediately of the permit ownership change and submit a completed
Name/Ownership form to the Division within 30days. Otherwise Coastal Carolina
Commercial Development, LLC will be operating a stormwater treatment facility
without a valid permit. This is a violation of NC General Statue 143-215.1 and
may result in appropriate enforcement action including the assessment of civil
penalties of up to $25,000 per day, being taken against the property owner,
Coastal Carolina Commercial Development, LLC.
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 impervious 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.
6. 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.
7. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
impervious surface.
8. 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 impervious area.
c. Further development, subdivision, acquisition, or sale of any, all or part of
the project area. The project area is defined as all property owned by the
permittee, for which Sedimentation and Erosion Control Plan approval or a
CAMA Major permit was sought.
d. Alteration of any aspect of the approved stormwater drainage system
and/or the approved stormwater BMPs.
e. The construction of any permitted future development areas shown on the
approved plans.
9. All stormwater collection and treatment systems must be located in public rights-
of-way, dedicated common areas or recorded easements. 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.
10. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately. If the stormwater system is 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.
Page 6 of 13

State Stormwater Management Systems
Permit No. SW8 140614
11. 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.
12. The facilities shall be constructed in accordance with the conditions of this
permit, the approved plans and specifications, and other supporting data.
13. The permittee shall follow the approved Operation and Maintenance (O&M)
Agreement in its entirety, and shall provide and perform the listed operation and
maintenance at the scheduled intervals to assure that all components of the
permitted stormwater system function at design condition.
14. 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.
15. 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 140614, as issued
by the Division of Energy, Mineral and Land Resources under NCAC
2H.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, Division
of Energy, Mineral and Land Resources.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Energy, Mineral and Land
Resources.
f. The maximum imperious area per lot is as follows:
Lot# Maximum Amount of
Impervious Area (sf)
1 225,076
2 94,517
4 38,783
5 47,180
This allotted amount includes any impervious 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. Impervious area includes, but
is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
g. All runoff from the impervious areas on the lot must drain into the
permitted system. This may be accomplished through providing roof drain
gutters, which drain to the pond or street, grading the lot to drain toward
the street or directly into the pond, or grading perimeter swales and
directing them into the pond or street.
h. Impervious area in excess of the permitted amount will require a permit
modification.
Page 7 of 13

State Stormwater Management Systems
Permit No. SW8 140614
All affected lots shall maintain a 50' wide vegetative buffer adjacent to
surface waters, measured horizontally from and perpendicular to the
normal pool of impounded structures, the top of bank of each side of
streams and rivers and the mean high water line of tidal waters.
j. 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 G.S. 143,
Article 21.
k. 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 Energy, Mineral and Land
Resources and receive a permit prior to any construction on the lot.
16. 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.
17. Prior to transfer of the permit, the stormwater facilities will be inspected by
DEMLR personnel. The project and the stormwater facility must be in compliance
with all permit conditions. Any items not in compliance must be repaired,
replaced or restored to design condition prior to the transfer. Records of
maintenance activities performed to date will be required.
18. If the permanent pool volume is greater than 30,000 cubic feet, a decorative
spray fountain will be allowed in the stormwater treatment system, subject to the
following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is 1/6 horsepower.
19. If permeable pavement BUA credit is desired, the permittee must submit a
request to modify this permit to incorporate such language as required by the
Division of Energy, Mineral and Land Resources. The request to modify must
include a proposed amendment to the deed restrictions and protective covenants
for the subdivision, and a soils report identifying the type of soil, the Seasonal
High Water Table elevation and the infiltration rate. Upon the successful
completion of a permit modification, the individual lot owners that request to
utilize permeable pavements shall submit the necessary forms and
documentation to the permittee, or a designated agent, and receive approval
prior to construction of the permeable pavement.
Page 8 of 13

State Stormwater Management Systems
Permit No. SW8 140614
III. GENERAL CONDITIONS
1. 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
Name/Ownership Change 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;
e. Dissolution of the partnership or corporate entity;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
2. The permittee is responsible for compliance with all permit conditions until such
time as 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.
3. Any person or entity found to be in noncompliance with the terms and conditions
of a stormwater management permit or the stormwater rules is subject to
enforcement action as outlined in NCGS 143, Article 21.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily 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.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting the permitted stormwater
management facility.
7. 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.
8. 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.
9. Approved plans, specifications, supplement forms, O&M Agreements and
calculations for this project are incorporated by reference and are enforceable
parts of the permit. The permittee shall maintain a copy of these documents on
file at all times.
10. 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.
Page 9 of 13

State Stormwater Management Systems
Permit No. SW8 140614
11. 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 issued this the 21st day of August 2014.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
racy Da s, P.E., Direc or
Division of nergy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 140614
Page 10 of 13

State Stormwater Management Systems
Permit No. SW8 140614
Master Permit No. SW8 140614
Lot#from Drains to Offsite Permit No. Date Issued Offsite Project Name Allocated Proposed
Master Permit DA# BUA BUA
n/a—Contech
1 1, 2, & 3 Stormfilter n/a Na 225,074 225,076
located on lot
3 2 94,517 0
n/a—Wet
4 2 detention pond n/a n/a 38,783 0
located on lot
5 1 47,180 36,380
Page 11 of 13

State Stormwater Management Systems
Permit No. SW8 140614
Long Beach Crossing Page 1 of 2
Stormwater Permit No. SW8 140614
Brunswick County
Designer's Certification
, 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 is a part of this Certification.
Noted deviations from approved plans and specifications:
SEAL
Signature
Registration Number
Date
Page 12 of 13

State Stormwater Management Systems
Permit No. SW8 140614
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 impervious area.
3. All the impervious 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 outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass 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 surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DEMLR Regional Office
Brunswick County Building Inspections
Page 13 of 13

• DEMLR USE ONLY
Date i ed
ppPaid Pe i Number
Applicable Ru e : Coa tal SW-1�95 ❑Coastal SW-2008 ❑ Ph II-Post Construction
(select all that apply) ❑ Non-Coastal SW-HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name(subdivision,facility,or establishment name-should be consistent with project name on plans,
specifications,letters,operation and maintenance agreements,etc.):
Long Beach Crossing
2. Location of Project(street address):
The property fronts Long Beach Road(NC Hwy 133)
City:Southport County:Brunswick Zip:28461
3. Directions to project(from nearest major intersection):
From the intersection of NC Hwy 211 (Southport-Supply Road)and NC Hwy 133(Long Beach Road),head
southwest on NC 133 South for approximately 0.3 miles. Destination will be on the right.
4. Latitude:33°56' 56.8"N Longitude:78°03' 5.4"W of the main entrance to the project.
II. PERMIT INFORMATION:
1.a.Specify whether project is(check one): New ❑Modification ❑Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102-Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit,list the existing
permit number ,its issue date(if known) ,and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project(check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application,list the stormwater project number,
if assigned, and the previous name of the project,if different than currently
proposed,
4.a.Additional Project Requirements (check applicable blanks;information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control:12.6 ac of . rEIV E.
❑NPDES Industrial Stormwater 0404/401 Permit:Proposed Impacts. `
( '
b.If any of these permits have already been acquired please provide the Project Nam rolect ermit Num I ,
issue date and the type of each permit:
BY:
5. Is the project located within 5 miles of a public airport? No ®Yes
If yes,see S.L.2012-200, Part VI:http://portal.ncdenr.org/web/lr/rules-and-regulations
Form SWU-101 Version Oct. 31,2013 Page 1 of 6

III. CONTACT INFORMATION
1.a.Print Applicant/ Signing Official's name and title(specifically the developer,property owner,lessee,
designated government official,individual,etc.who owns the project):
Applicant/Organization:Visconsi Land Co.,Ltd.
Signing Official&Title:Dominic A.Visconsi,Jr.;Managing Member
b.Contact information for person listed in item la above:
Street Address:30050 Chagrin Boulevard,Suite 360
City:Pepper Pike State:OH Zip:44124
Mailing Address(if applicable):
City: State: Zip:
Phone: (216 ) 464-5550 Fax: (216 ) 464-7219
Email:
c.Please check the appropriate box.The applicant listed above is:
❑The property owner(Skip to Contact Information,item 3a)
❑ Lessee*(Attach a copy of the lease agreement and complete Contact Information,item 2a and 2b below)
®Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information,item 2a and
2b below)
[' Developer*(Complete Contact Information,item 2a and 2b below.)
2.a.Print Property Owner's name and title below,if you are the lessee,purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:Coastal Carolina Commercial Development LLC
Signing Official&Title:Brad L. Hilaman-Manager
b.Contact information for person listed in item 2a above:
Street Address:312 River Drive
City:Southport State:NC Zip:28461
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax: (
Email: , E C E I v
3.a. (Optional)Print the name and title of another contact such as the project's conbiltim s pei7 r • t ther
ti
person who can answer questions about the project:
Other Contact Person/Organization: hY:_
Signing Official&Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
4. Local jurisdiction for building permits:Brunswick County
Point of Contact:Helen Bunch Phone#: (910 ) 253-2035
Form SWU-l01 Version Oct.31,2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below,briefly summarize how the stormwater runoff will be treated.
The runoff from the project site will be conveyed through a piped system that drains to two(2)onsite wet
detention ponds. The ponds will treat the first 1.5-inches of runoff and will ultimately discharge into lump
and Run Creek. 101 ii„,4
2.a.If claiming vested rights,identify the supporting documents provided and the date the 6�`'',,.
El Approval of a Site Specific Development Plan or PUD Approval Date: F S /1/ l' S.
❑Valid Building Permit Issued Date: ? AL 1 i
❑Other: Date: - 0431141
03 .
b.If claiming vested rights,identify the regulation(s)the project has been designed in acc"o ccwith: /
❑Coastal SW-1995 ❑Ph II-Post Construction �'%�C, , ;,�9IN
3. Stormwater runoff from this project drains to the Cape Fear ����''9R�A,ygot asin.
4. Total Property Area:12.15 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area:0.69 acres
7. Total Property Area(4)-Total Coastal Wetlands Area(5)-Total Surface Water Area(6)=Total Project
Area+:11.46 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water(NHVV)line or Mean High Water
(MHW)line,and coastal wetlands landward from the NHW(or MI-ITN)line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non-coastal wetlands landward of the NHW(or MHV1)line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area/ Total Project Area)X 100 =81.24 %
9. How many drainage areas does the project have?4(For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project,attach an additional sheet with the information for each area
provided in the same format as below.
e kka
Basin Information Drainage Area 1 Drainage Area 2 Drainage Area 3 Drainage Area 4
Receiving Stream Name Jump and Run Jump and Run Jump and Run Jump and Run
Creek Creek Creek Creek
Stream Class * SC;Sw SC;Sw SC;Sw SC;Sw
Stream Index Number* 18-88-9-3-2 18-88-9-3-2 18-88-9-3-2 18-88-9-3-2
Total Drainage Area(sf) 217,537 202,300 50,855 58,384
On-site Drainage Area(sf) 217,537 202,300 50,855 58,384
Off-site Drainage Area(sf) 0 0 0 0
Proposed Impervious Area**(sf) 202,976 151,725 50,855 0
% Impervious Area**(total) 93.31 75.00 100 0
Impervious**Surface Area Drainage Area 1 Drainage Area 2 Drainage Area 3 Drainage Area_
On-site Buildings/Lots(sf) 12,000 35,502
On-site Streets (sf) 18,425 15,353
On-site Parking (sf) 173,156 FE C E!
On-site Sidewalks (sf) 7,020 JUL2 8 2014
Other on-site (sf)
Future(sf)
Off-site (sf) 10,800 133,300 BY'
Existing BUA***(sf)
Total (sf): 202,976 151,725 50,855 0 '90 55b
* Stream Class and Index Number can be determined at: http://portal.ncdenr.org/web/wq/ps/csu/classifications
** Impervious area is defined as the built upon area including,but not limited to, buildings, roads,parking areas,
sidewalks,gravel areas,etc.
Form SWU-101 Version Oct. 31,2013 Page 3 of 6

X"Fx'Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off-site impervious area listed above determined?Provide documentation.
Projects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened&
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A NCA C 02B.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance(O&M)forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su/brnp-manual.
VI. 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. A detailed application
instruction sheet and BMP checklists are available from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map athttp://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item.All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs.
1 als
1. Original and one copy of the Stormwater Management Permit Application Form.
AT
2. Original and one copy of the signed and notarized Deed Restrictions&Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed,signed and dated)and O&M f("
agreement(s)for each BMP.4. Permit application processing fee of$505 payable to NCDENR. (For an Express review,refer to Vi
http://www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative(one to two pages)describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information,item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary,include the/
mile radius on the map.
7. Sealed,signed and dated calculations(one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed,signed,& dated),including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures,the banks of streams and rivers,the MHW or NHW line of tidal
waters,and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded‘
structures,the banks of streams or rivers,and the MHW(or NHW)of tidal waters. Coo'
��►
i. Dimensioned property/project boundary with bearings&distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours,proposed contours,spot elevations,finished floor elevations.
1. Details of roads,drainage features,collection systems,and stormwater control measu
m.Wetlands delineated,or a note on the plans that none exist. (Must be delineated by a ,
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
Form SWU-l01 Version Oct.31,2013 Page 4 of 6

' n. Existing drainage(including off-site),drainage easements,pipe sizes,runoff calculations.
o. Drainage areas delineated(included in the main set of plans,not as a separate document).
p. Vegetated buffers(where required). k1
9. Copy of any applicable soils report with the associated SHWT elevations(Please identify
elevations in addition to depths)as well as a map of the boring locations with the existing
elevations and boring logs.Include an 8.5"x11"copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs,the report should also
include the soil type,expected infiltration rate,and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO:Schedule a site visit for DEMLR to verify the SHWT prior
to submittal,[phone].)
10. A copy of the most current property deed.Deed book: 3 051. Page No: 0262
11. For corporations and limited liability corporations(LLC):Provide documentation from the NC
Secretary of State or other official documentation,which supports the titles and positions held
by the persons listed in Contact Information,item la,2a,and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State,otherwise the application will be returned.
http://www.secretary.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions,outparcels,and future development,the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary,a table listing each lot number,lot size,and the allowable built-upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from http://portal.ncdenr.org/web/.lr/state-stormwater-
fo.rms docs.Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner,it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s)below,the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project,if required,shall include all the items required in the permit and listed
on the forms available on the website,that the covenants will be binding on all parties and persons claiming
under them,that they will run with the land,that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR,and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm(such as a
consulting engineer and/or firm)so that they may provide information on your behalf for this project(such as
addressing requests for additional information).
Consulting Engineer:Richard A.Moore
Consulting Firm:McKim&Creed
Mailing Address:243 North Front Street
City:Wilmington State:NC Zip:28401
Phone: (910 ) 343-1048 Fax: (910 ) 251-8282
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION(if Contact Information,item 2 has been filled out,complete this
section) M
I,(print or type name of person listed in Contact Information,item 2a) ?)f0,1, I-, ' (�4V►"O \' I'`ateu,certify that I
own the property identified in this permit application,and thus give permission to(print or type name of person
listed in Contact Information,ittepi 1a) l&c,wFi Ai c R ,Viscons; Sr, with(print or type name of organization listed in
Contact Information,item la) V ;c ces\S i L 0.v.A. ('o.i Lf&. to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal,which indicates the
party responsible for the operation and maintenance of the stormwater system. E E IVE
JINN 3 0 2014 []
BY:
Form SWU-101 Version Oct.31,2013 Page 5 of 5

As the legal property owner I acknowledge,understand,and agree by my signature below,that if my designated
agent(entity listed in Contact Information,item 1) dissolves their company and/or cancels or defaults on their
lease agreement,or pending sale,responsibility for compliance with the DEMLR Stormwater permit reverts back
to me,the property owner.As the property owner,it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days;otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to$25,000 per day,pursuant to NCGS 143-215.6.
ki*N-60
Signature: ), ( • y``' Date: ��3(((/ Y'
I, S VlQ r e-r1 . C.I Ltn 1S ,a N -taarry Public for the State of N C- ,County of
R runsui I C.lc ,do hereby certify that 31 r ad L. H ' l 4.(n Q-n personally appeared
before me thiA 3 day of 5L.Lre_.- aD I ,and ackn wledge the due execution of the application for a
stormwater permit. Witness my hand and official seal, Cot axi J' ---�-'�-�
Sharon T. Clunk SEAL
Notary Public
Brunswick County, NC
My commission expires ` _ o2 9 " A 0 I ce
X. APPLICANT'S CERTIFICATION •
I,(print or type name of person listed in Contact Information, item la) Dom lYlIC A.V►onSI t dr.
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans,that the required deed restrictions
and protective covenants will be recorded,and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H.1000 and any other applicable state stormwater requirements.
Signatu e: 01.1)4 nk:1-1-44-Notary
� Date: D 4/O s/� O /VI, / d�(�_(/��c.l. . Public for the Stat of � ,County of
/N/G ! ' V1
QQ-G[ ��,,do hereby certify that � 1 SCnitJSi JGpersonally appeared
fore me this lJ as L of ,O .- /Ceand a knowledge the due execut oft e application for a
y . od
stormwater permit. Witn my hand and official seal,L ���,Gi2(�!i'v�-L�
;wl:.`;NCINE M. LOTARSKI SEAL
= Notary Public, State of Ohio
Nw F' ''-. o My Commission Expires 7/21/2017
' Recorded in Geauga County
i l
My commission expires bileflECEIVE
JUN 3 0 2014
BY:
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

Permit Number: 5' i(1O(ol
(to be provided by DWQ)
StormFilter Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a
known set location. Any deficient BMP elements noted in the inspection will be corrected,repaired or
replaced immediately. These deficiencies can affect the integrity of structures,safety of the public,and
the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
StormFilter.
— The sedimentation chamber or forebay will be cleaned out whenever sediment depth exceeds
six inches.
The StormFilter system will be inspected quarterly.Records of operation and maintenance will be kept
in a known set location and will be available upon request.
Inspection activities shall be performed as follows.Any problems that are found shall be
repaired immediately.
r BMP element: Potential problem: How I will remediate the problem:
Entire BMP Trash/debris is present. Remove the trash/debris.
Adjacent pavement(if Sediment is present on the Sweep or vacuum the sediment as soon as
applicable) pavement surface. possible.
Flow diversion structure The structure is clogged. Unclog the conveyance and dispose of any
sediment offsite.
The structure is damaged. Make any necessary repairs or replace if
damage is too large for repair.
StormFilter Cartridges Cartridges not performing as Replace cartridges per manufacturer's
designed-see Contech I&M recommendations.
document to determine if cartridge
maintenance is required.
Outlet device Clogging has occurred. Clean out the outlet device.Dispose of
the sediment offsite.
The outlet device is damaged Repair or replace the outlet device.
Receiving water Erosion or other signs of damage Contact the NC Division of Water
have occurred at the outlet. Quality 401 Oversight Unit at 919-733-
1786.
DEceivell
JUG. 102O14
BY:

Permit Number:
(to be provided by DWQ)
All other operation and maintenance activities should be in accordance with Contech's StormFilter
Inspection and Maintenance Procedures document.Any problems that are found shall be repaired
immediately. I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above and have received and understand Contech's
StormFilter Inspection and Maintenance Procedures document. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Long Beach Crossing
BMP drainage area number:DA#1 -West Pond
Print name:Dominic A. Visconsi,Jr.
Title:Managing Member
Address:30050 Chagrin Boulevard, Suite 360 Pepper Pike,Ohio 44124
Phone:[phone]
Signature: 7 --. C. I11G n_-3‹..
Date: -- OQ
2 I/ a (0 /(71
Note. The legally responsible party should not be a homeowners association unless more than 50%of the lots
(have been sold and a resident of the subdivision has been named the president,-�
I-
I, Ie09,0c-i O E.� AlLorn IS/4 Notary Public for the State of �. ,
County of Cd t -�� ,do hereby certify that c--L� e7'YvL; �J i c �i' V i S G O itQ s I `fie.
personally appeared before me this 025ay of7Y1/ , and acknowledge the due
execution of the forgoing sand filter maintenance reyu ments. Witness my hand and official seal,
2 T S`�v FRANCINE M. LOTARSKI
2= Notary Public, State of Ohio
N :: O`, My Commission Expires 7/21/2017
�, ,: ''~,t ,; Recorded in Geauga County
,,�TI�O\.//-4.4(.4—e--ke--e--.FO g `r
)/Z•
SEAL
My commission expires 02/o2-//A-1-9 / 7
JULroleover
3 0 2OVi
4
BY: ..-

��(�
Permit Number: J i " 'D
(to be provided b,DWQ)
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected,repaired or replaced immediately. These deficiencies can affect the integrity
of structures,safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the filter strip is established,any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year,the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency.Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993). Forested filter strips do not require this type of maintenance.
— Once a year,the soil will be aerated if necessary.
— Once a year,soil pH will be tested and lime will be added if necessary.
After the filter strip is established,it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch(or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem: How I will remediate the problem:
The entire filter strip Trash/debris is present. Remove the trash/debris.
system
The flow splitter device The flow splitter device is Unclog the conveyance and dispose
(if applicable) clogged. of any sediment off-site.
The flow splitter device is Make any necessary repairs or
damaged. replace if damage is too large for
repair.
GENE
JUL 2 8 2014
BY:
Form SWU401-Level Spreader,Filter Strip,Restored Riparian Buffer O&M-Rev.3 Page 1 of 3

BMP element: Potential problem: How I will remediate the problem:
The swale and the level The swale is clogged with Remove the sediment and dispose
lip sediment. of it off-site.
The level lip is cracked, Repair or replace lip.
settled,undercut,eroded or
otherwise damaged.
There is erosion around the Regrade the soil to create a berm
end of the level spreader that that is higher than the level lip,and
shows stormwater has then plant a ground cover and
bypassed it. water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun Remove them.
to grow on the swale or just
downslope of the level lip.
The bypass channel Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully,and then
reestablish proper erosion control.
Turf reinforcement is Study the site to see if a larger
damaged or ripap is rolling bypass channel is needed(enlarge if
downhill. necessary). After this,reestablish
the erosion control material.
The filter strip Grass is too short or too long Maintain grass at a height of
(if applicable). approximately three to six inches.
Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully,and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment is building up on Remove the sediment and
the filter strip. restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated. Provide additional irrigation and
fertilizer as needed.
Plants are dead,diseased or Determine the source of the
dying. problem: soils,hydrology,disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is Remove vegetation by hand if
choking out desirable species. possible. If pesticide is used,do not
allow it to get into the receiving
water.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality local Regional Office,or the
outlet. 401 Oversight Unit at 919-733-1786.
DECEIVE
JUL282014
Form SWU401 Level Spreader,Filter Strip,Restored Riparian Buffer O&M Rev. Page 2 of 3
BY:

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project natne:Long Beach Crossing
BMP drainage area number:1
Print name:Dominic A. Visconsi,Jr.
Title:Managing Member
Address:30050 Chagrin Boulevard, Suite 360 Pepper Pike, Ohio 44124
Phone:[phone] -
Signature: -• a ti p peN
Date: 1 c — , c / y
-- Q
J
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
I, )0 cet N V' l. L01R-Sk a Notary Public for the State of
Co d---' , County of. O_1 ��,� , do hereby certify that
L , i A • Ja CSC' otis; Zl.K. personally appeared before me this L�
day of /2/, , and acknowledge the due execution of the
forg i filter s , riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
1_�Pw s; FRANCINE M. LOTARSKI
` "' Notary Public, State of Ohio
a ',>;: My Commission Expires 7/21/20r
'' "•� ' ''' s, ' Recorded in Geauga County
K /4/A6e--(/i4-- '-) . 1 )371a----vJ__-1c-t--
SEAL ECEIVE
JUL 2 8 2014
My commission expires C9 7/c)'! cp-10l7
BY:
Form SWU401-Level Spreader,Filter Strip,Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

Permit Number: 54 I TO d q
(to be provided by DWQ)
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected,repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public,and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year,the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency.Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC, 1993).Forested filter strips do not require this type of maintenance.
— Once a year,the soil will be aerated if necessary.
— Once a year,soil pH will be tested and lime will be added if necessary.
After the filter strip is established,it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch(or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem: How I will remediate the problem:
The entire filter strip Trash/debris is present. Remove the trash/debris.
system
The flow splitter device The flow splitter device is Unclog the conveyance and dispose
(if applicable) clogged. of any sediment off-site.
The flow splitter device is Make any necessary repairs or
damaged. replace if damage is too Iarge for
repair.
flECEIVEfl
4-1 AUG 1 1 2°14
BY:
Form SWU4OI-Level Spreader,Filter Strip,Restored Riparian Buffer O&M-Rev.3 Page 1 of 3

BMP element: Potential problem: How I will remediate the problem:
The swale and the level The swale is clogged with Remove the sediment and dispose
lip sediment. of it off-site.
The level lip is cracked, Repair or replace lip.
settled,undercut,eroded or
otherwise damaged.
• There is erosion around the Regrade the soil to create a berm
end of the level spreader that that is higher than the level lip,and
shows stormwater has then plant a ground cover and
bypassed it. water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun Remove them.
to grow on the swale or just
downslope of the level lip.
The bypass channel Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully,and then
reestablish proper erosion control.
Turf reinforcement is Study the site to see if a larger
damaged or ripap is rolling bypass channel is needed(enlarge if
downhill. necessary). After this,reestablish
the erosion control material.
The filter strip Grass is too short or too long Maintain grass at a height of
(if applicable). approximately three to six inches.
Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully,and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment is building up on Remove the sediment and
the filter strip. restabili7e the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated. Provide additional irrigation and
fertilizer as needed.
Plants are dead,diseased or Determine the source of the
dying. problem: soils,hydrology,disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is Remove vegetation by hand if
choking out desirable species. possible. If pesticide is used,do not
allow it to get into the receiving
water.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality local Regional Office,or the
outlet. 401 Oversight Unit at 919-733-1786.
flECEIVE:
AUG 112014
Page 2 s
Form SWU401-Level Spreader,Filter Strip,Restored Riparian Buffer O&M-Rec,3 °'3

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by'my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Long Beach Crossing
BMP drainage area number:
Dominic A. Visconsi, Jr.
Print name: /��
Title: MO�/1 G t' G 1 r 44-,bgyg.
Address:30050 Chagrin Boulevard, Suite 360 Pepper Pike, Ohio 44124
Phone:[phone]
Signature: 70rvAt_., a e- ,,V.
Date: hJ402.42/9
Note: The legally responsible party should not he a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
Francine M. Lotarski
1, , a Notary Public for the State of
, County of , do hereby certify that
" 1 Se- a .)S i 1 personally appeared before me this �5 t-'
day of /" 4 ,02©/{, and acknowledge the due execution of the
forgoin liter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
(e...i..-x-e—e.--x-t_.-A(... 41,074Ae-10—,--(-----O�p, 14 .c FRANCINE M. LOTARSKI
Notary Public, State of Ohio
k u T; p My Commission Expires 7/21/2017
' „r ` =
e•ofo'r''� Recorded in Geauga County
1,1111.1110111100,
SEAL ECEIV
AUG 1 1 2014
Mycommission expires D7 a2/ �0 / 7
P
BY:
Form SWU401-level Spreader,Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

Hiqh Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Management Regulations, deed
restrictions and protective covenants are required for High Density Commercial Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility.
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
built-upon area consistent with the design criteria used to size the stormwater control facility.
I, Dominic A. Visconsi, Jr. , acknowledge, affirm and agree by my signature below, that
I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot
within the project known as Long Beach Crossing •
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number 5\,4 I J Oiv I l , as issued by the Division of Water Quality
under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built-upon area per lot is_see below square feet.
*Note: If the BUA per lot varies, please substitute the following statement for the one above and
provide a complete listing of the proposed BUA for each lot:
The maximum built-upon area per lot, in square feet, is as listed below:
Lot# BUA Lot# BUA Lot# BUA Lot# BUA
1 225,074 3 94,517 4 38,783 5 47,180
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 includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. All runoff from the built-upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
8. The owner of each lot, whose ownership is not retained by the permittee, is required to submit a
separate stormwater permit application to the Division of Water Quality and receive a permit
prior to construction.
9. The project and each lot will maintain a 30**foot wide vegetated bu 0 ef�'aJ1,Impervious
areas and surface waters. `� .... R0
Es
**50 foot for projects located in th �ast i _ SEAL 9 r l
��C� = 02550 a�vl
JUL 2 8 2014 � 3
Form DRPC-1 Rev.2 05Nov2009 Page 1 of 2 '%'9/i�`""""`

High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
Signature: 17 'n.L A ` -.N. Date: ala 4s— c y
1, )')) . pi . cam , a Notary Public in the
State of , Co my of64, � ,
do hereby certify that.bb-nt.i ,t)i YC I SeaAU Si Q-)--,(e, perso ally appeared
before me this the c M day of lt4 -&_ , 20 / , and acknowledge
the due execution of the foregoing inst ent. Witness my hand and official seal,
HNI11�I11�IIIII
•
^L� `"'Ft1A�I„ I
a�2c w ?o'�P V-,,, �INE M. LOTARSKI
Sign tur�a� ic'stg r'.�hlic, State of Ohio
Nn o i My Commission Expires 7/21/2017
l;
a--0/ `"�'9r "'off` Recorded in Geauga County
My Commission expires 7 .I e of g
flECEIVE
JUN 3 0 2014 1
BY:_
Form DRPC-1 Rev.2 05Nov2009 Page 2 of 2

•
MEMORY TRANSMISSION REPORT
TIME :08-21-2014 15:11
FAX NO.1
NAME •
FILE NO. : 489
DATE : 08.21 15:08
TO :n 912164647219
DOCUMENT PAGES : 14
START TIME : 08.21 15:08
END TIME : 08.21 15:11
PAGES SENT : 14
STATUS : OK
***SUCCESSFUL TX NOTICE***
State of North Carolina
Department of Environment and Natnrai 12eaonrces
Wilmington Regional 41:7iice
Poe McCrory, c ovcrnor FAY I cCIOVEYt.SkJ 1ET John S SJo'o 1a,77I Seeretary
Ante: ll No.Pages(excl.cover):
To: , im�� L �P� ,��G - From: Jo Calmer
Phones (91 O)796-733K
Fax. . - �. /�� � 7 Fax_ (910)350-2!)04
ge
127 Cardinal Drivc Extension,Wilmington.NC 2$405<<910)796-7215 m An Equal Opportunity Atfirmativo Aotton Etrtployer

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional I.ffice
Pat McCrory, Governor FAX COVER SHEET John E Skvarla III, Secretary
Date: 1///'1//9' No. Pages(excl.cover): /3
To: m,4 ti j 5 v'G's ; " 'Z From: Jo Casmer
Co: 145 e 0,1 i Z e2 n 4 a. Z-A`< Phone: [phone]
Fax: i ' 4G — 7 0 / y Fax: [phone]
Re: 2�-©71LI 9fA • e -
_/ ) / 1/47
127 Cardinal Drive Extension,Wilmington,NC 28405©[phone] a An Equal Opportunity Affirmative Action Employer

MEMORY TRANSMISSION REPORT
TIME :08-21-2014 15:13
FAX NO.1
NAME
FILE NO. : 490
DATE : 08.21 15:09
TO :tt 92518282
DOCUMENT PAGES : 14
START TIME : 08.21 15:11
END TIME : 08.21 15:13
PAGES SENT : 14
STATUS : OK
***SUCCESSFUL TX NOTICE***
State of North Carolina
Department of Environment and Natural Reeoorces
`Wilmington Regional Office
Pa[McCrary, Governor
VAX 4`OVER SXYL= Joh,*L Skvarla I11 See...rotary
ate:
, No.Pages(excl.cover):
From: C=ostner
Co• /0 �-�-�' -�••• Phone: (91O1 796-7336
(9 101 3 50-2004
Rat
G-
127 Cordiriat Llrivc Extensioi.,Wilmington,NC 28405 a(910)796-72.15 a An Equal Opporinnity Afflrmotive Action Employer

State of North Carolina
Department of Environment and Natural]Resources
Wilmington Regional Office
Pat McCrory, Governor FAX COVER SHEET John E Skvarla III, Secretary
Date: //7 i,/9 No.Pages(excl.cover): r5
To: 'e',4 a 'd / o s e___. From: Jo Casmer
Co: /`- ' �' G Cry Phone: [phone]
Fax: / 80 8 2 Fax: [phone]
Re: Z e r7 `y am.A 4 C/©s.s : �/'�
�`yG�✓�/' to/, �/'
/VW?/ ♦ 's,"; <'l '--"-- A' / e-ce7X/x /`n • 1 07 , ' Z.--
127 Cardinal Drive Extension,Wilmington,NC 28405 0(910)796-7215 0 An Equal Opportunity Affirmative Action Employer

Nelson, Christine
From: Richard (Rick) A. Moore [[e-mail]]
Sent: Monday, August 18, 2014 11:45 AM
To: Nelson, Christine
Subject: Long Beach Crossing
Attachments: 0951_001.pdf
Christine-
As discussed a few minutes ago, please find the revised LS-VFS supplement showing a Maximum Amount of Flow
Directed to the LS-VFS= 7.74 CFS to match the Hydraflow numbers generated using the SCS-CN methodology. Please let
me know if you need anything else.
Thanks,
Rick
Richard (Rick) A. Moore, PE, LEED AP I Senior Project Manager
Tel [phone] ext 214 I Cell 910.386.6359
243 North Front Street I Wilmington, NC 28401
RAMooreamckimcreed.com I http://www.mckimcreed.corn
0000#. McKLM&CREED
ENGINEERS SURVEYORS PLANNERS
Follow us on: YouTube I twitter I facebook I Linkedln
To send me a file larger than 20MB please click here
This e-mail and any files transmitted with it are confidential
and intended solely for the use of the individual or entity to
whom they are addressed. If you have received this e-mail in
error please notify the system manager. Please note that any
views or opinions presented in this e-mail are solely those of
the author and do not necessarily represent those of the
company. Finally, the recipient should check this e-mail and
any attachments for the presence of viruses. The company
accepts no liability for any damage caused by any virus
transmitted by this e-mail.
1

Nelson, Christine
From: Richard (Rick) A. Moore [[e-mail]]
Sent: Friday, August 15, 2014 2:13 PM
To: Nelson, Christine
Subject: time of concentration
Christine-
I knew I had seen a 5-min minimum Tc somewhere - it is in the VFS supplement-if you enter greater than 5-min it says
provide your calcs. Therefore I am submitting a revised hydrograph#4 using Tc=5 min and have revised the supplement
accordingly. Hope this works for you.
Thanks again and hope you feel better/have a good weekend.
Rick
Richard (Rick) A. Moore, PE, LEED AP I Senior Project Manager
Tel [phone] ext 214 I Cell 910.386.6359
243 North Front Street I Wilmington, NC 28401
RAMooremckimcreed.com I http://www.mckimcreed.com
469' McKIIVI&CREED
ENGINEERS SURVEYORS PLANNERS
Follow us on:YouTu e I twitter I facebook I Linkedln
To send me a file larger than 20MB please click here
This e-mail and any files transmitted with it are confidential
and intended solely for the use of the individual or entity to
whom they are addressed. If you have received this e-mail in
error please notify the system manager. Please note that any
views or opinions presented in this e-mail are solely those of
the author and do not necessarily represent those of the
company. Finally, the recipient should check this e-mail and
any attachments for the presence of viruses. The company
accepts no liability for any damage caused by any virus
transmitted by this e-mail.
1

MCK1M&CREED LETTER OF TRANSMITTAL
HAND DELIVER DATE: August 15, 2014
TO: NCDENR Division of Water Quality PROJECT NO: 6523-0001 TASK NO: 19
127 Cardinal Drive Extension RE: Long Beach Crossing—Express
Stormwater
Wilmington, NC 28405
ATTENTION: Christine Nelson TRANSMITTAL NO: 1 of 1 PAGE 1 OF 1
WE ARE SENDING: X Originals Fl Prints Shop Drawings Samples
Specifications Calculations Other—
Quantity Drawing No. Rev. Description Status
2 Revised Plan Sheet 8A
2 DA#1 —West Pond Volume Calculations
2 Revised Level Spreader-Vegetated Filter Strip Supplement
2 Revised Hydrograph #4 Hydraflow Model for DA#3
EXPRESS STORMWATER RESUBMITTAL
SW8 140614
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D.Bid
E. Construction F. For Review&Comments G. For Approval H. See Remarks
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3. Other
4. Amend &Resubmit 5. Rejected-See Remarks
REMARKS:
•
243 NORTH FRONT STREET,WILMINGTON,NC 28401(910)343-1048 FAX[phone]
iiV
cc:
McKIM & CREED Inc.
CtIVE Signed
Richard A. M ore,PE, LEED AP
AUG15 2014

0,?mcKim&cREEDLETTER OF TRANSMITTAL
HAND DELIVER DATE: August 11, 2014
TO: NCDENR Division of Water Quality PROJECT NO: 6523-0001 TASK NO: 19
127 Cardinal Drive Extension RE: Long Beach Crossing—Express
Wilmington, NC 28405 Stormwater
ATTENTION: Christine Nelson TRANSMITTAL NO: 1 of 1 PAGE 1 OF 1
WE ARE SENDING: X Originals Fl Prints Shop Drawings Samples
Specifications Calculations Other—
Quantity Drawing No. Rev. Description Status
1 Comment/Response Letter
2 Revised Supplements and Calculations
2 Revised Plan Sheets
EXPRESS STORMWATER RESUBMITTAL
SW8 140614
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See Remarks
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3. Other
4. Amend &Resubmit 5. Rejected-See Remarks
REMARKS:
flCCE1VF!
• AUG 1 1 2014 / 1
zv• 243 NOR' FRONT STREET,WILMINGTON,NC 28401(910)343-1048 FAX[phone]
cc:
McKIM & CREED, Inc.
RECEIVED
Signed Ck
ALM 1 1 LU 14 Richard A. Mo re, PE, LEED AP

4MCKIM&CREED ENGINEERS
SURVEYORS
PLANNERS
August 11, 2014 M&C 6523-0001(10)
Ms. Christine Nelson
NCDENR-DEMLR
127 Cardinal Drive r I V Er
Wilmington, NC 28405
AUG 1 1 2014
RE: Request for Additional Information Response t3Y.
Long Beach Crossing—SW8 140614
Dear Ms. Nelson:
In response to your comment letter dated August 4, 2014 for the above
referenced project we offer the following responses as shown in bold.
1. For drainage are 1,the Contech Stormfilter Supplement indicates that the
provided storage volume is 18,984 ft3,however the calculations appear to
indicate the storage volume is 21, 154 ft3 at an elevation of 12.2 ft within
the storage basin. Please confirm the provided volume for drainage area
1 and provide calculations demonstrating the minimum required storage
volume for the design storm and the adjusted volume.
Response: The correct volume is 18,984 ft3;the temporary pool elevation
was reduced to an elevation of 12.0'to minimize activation of the
emergency spillway. The appropriate supplement, calculation and plan
sheets have been revised and are included herein.
2. The revised plans appear to indicate that the inside slope of the wet
detention pond associated with drainage area 2 is also slightly within the
30-foot vegetated buffer. Please confirm that this pond is designed in
accordance with the recent guidance provided to clarify Section 2(b)(3)b.5
of Session Law 2008-211 and that the pond is located such that it extends
no further into the vegetated buffer than the top of the embankment.
243 North Front Street
Response: The wet pond associated with drainage area 2 has been
Wilmington,NC 28401 revised to prevent the inside top of the embankment from crossing the 30-
910.343.1048 foot vegetated buffer. The appropriate supplement, calculation and plan
sheets have been revised.
Fax [phone]
S:\6523\0001\10-Comm\13-Comm with Regulatory Bodies\2014-08-08 RESPONSE LETTER to C Nelson
www.mckimcreed.com NCDENR.doc

Ms. Christine Nelson
August 11, 2014
Page 2
3. The supplement and temporary pool stage/storage table for the wet
detention pond associated with drainage area 2 indicates that the surface
area at an elevation of 8.5 was reduced slightly from the previous
submittal. However the permanent pool information presented in the
- associated stage/storage table does not seem to have been updated
accordingly. Please confirm the permanent pool volume and surface
areas presented in the stage storage tables and in the supplement.
Response: The permanent pool information in the stage storage table and
supplement has been updated for the wet detention pond associated with
drainage area 2.
4. Please provide a level spreader/vegetated filter strip supplement for the
level spreader proposed to provide equal or better treatment from
drainage area 3.
Response: The level spreader/vegetated filter strip supplement for
drainage area 3 was originally included with the June 27,2014
submission. Please see attached copy of this supplement however the
original signed documents should be in your file.
5. Please provide calculations to support the flow rates presented in the
various supplements and confirm the information presented in the level
spreader/vegetated filter strip supplement for drainage area 2. For
instance,the level spreader/vegetated filter strip supplement for the
design storm will be 9.876 cfs even though the wet detention pond
supplement indicates the storage volume discharge rate will be 0.7 cfs.
The 10-year storm even peak discharge is listed as being 9.193 cfs.
Response: The values shown previously were discharge flows directly
from the BMP as the supplement is worded. The supplement has been
revised to only show the discharge entering the level spreader and not
those flowing through the bypass structure.
nEcEIvE
ri Atri 11 2014
BY:
S:\6523\0001\10-Comm\13-Comm with Regulatory Bodies\2014-08-08 RESPONSE LETTER to C Nelson
NCDENR.doc
MCKIM&CREED

Ms. Christine Nelson
August 11,2014
Page 3
6. The response to item #12 of the previous request for additional
information indicates that the address listed in Section III.1.b of the
application has been revised. Please provide at least 1 copy of the revised
page.
Response: A copy of the revised Stormwater Application SWU-101 page
2 is included.
7. The response to item #13 indicates that the utility and drainage easements
have been provided to all parcels however these easements could not be
located on the plans. Please delineate theses easements on the plans.
Response: The easements are now shown on Sheet 5A, CS-101A and
Sheet 8, CG-101.
8. Please provide two copies of the updated proposed subdivision plan
showing the changes to the northern entrance and the change to the
stormwater system for drainage area 1. Please also provide two copies of
the drainage area map showing the changes to the stormwater system for
drainage area 1.
Response: Two copies of both the subdivision plan and the drainage area
map are included with this submission.
9. Please provide section III of the Contech Stormfilter Supplement listing
the required items. This is a separate tab of the excel worksheet that is
easily overlooked.
Response: This is included in the revised supplement.
10. The express additional information review fee has been waived.
Response: Thank you.
11 ECEIV
AUG112014
rt
YY.
S:\6523\0001\10-Comm\13-Comm with Regulatory Bodies\2014-08-08 RESPONSE LETTER to C Nelson
NCDENR.doc
v MCKIM&CREED

Ms. Christine Nelson
August 11, 2014
Page 4
11. Please keep in mind that changing one number may change other
numbers and require the calculation, supplements, and other supporting
documentation to be updated. Verify all numbers are correct to ensure
consistency in the application documents.
Response: All supplements have been reviewed to ensure consistency of
numbers throughout.
If you have any questions, please do not hesitate to contact me at 910-343-1048.
Sincerely,
McKIM&CREED,INC.
Ric and A. Moore, PE, LEED AP
Attachments:
Revised permit drawings
Revised permit application forms and supplements
Revised Engineering calculations
cc: File
Jeffrey Cossell, PE, Visconsi Companies,Ltd.
11 E E V ;
AUG 1 1 2014i)
BY:
S:\6523\0001\10-Comm\13-Comm with Regulatory Bodies\2014-08-08 RESPONSE LETTER to C Nelson
NCDENR.doc
V,MCKIM&CREED

Nelson, Christine
From: Nelson, Christine
Sent: Friday, August 08, 2014 9:00 AM
To: 'Richard (Rick)A. Moore'
Subject: RE: Long Beach Crossing - request for additional info
You know, I looked through the entire package a couple times looking for it. I was sure you must have submitted it but
couldn't find it. Thanks.
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Richard (Rick) A. Moore [mailto:[e-mail]]
Sent: Thursday, August 07, 2014 2:03 PM
To: Nelson, Christine
Subject: RE: Long Beach Crossing - request for additional info
Christine-
I have attached the supplement and O&M that was submitted in our first submittal for the level spreader/VFS from
Drainage Area #3 - comment 4 from your below e-mail requested this. I wasn't sure if you overlooked it in your first
review or if you wanted changes to it (other than needing to fill out the items on Sheet 3 of 3 of the supplement).
Thanks,
Rick
From: Nelson, Christine [mailto:[e-mail]]
Sent: Monday, August 04, 2014 2:08 PM
To: Richard (Rick) A. Moore
Cc: Weaver, Cameron; Jeffrey Cossel ([e-mail])
Subject: RE: Long Beach Crossing - request for additional info
Rick,
The second request for additional information is attached. There are a few minor items that just need to be clarified.
Please let me know if you have any questions or concerns.
Thanks!
Christine
** Please note the new direct phone number**
Christine Nelson
Environmental Engineer
State Stormwater Program
NC Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext.,Wilmington, NC 28405
Direct:910-796-7345 I Main:910-796-7215/Fax:[phone]
Email correspondence to and from this address is subject to the North Carolina Public Records Law
1

A+
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, Ill
Governor Secretary
August 4, 2014
Mr. Dominic Visconsi, Jr., Managing Member `�
Visconsi Land Co. Ltd. ' \
30050 Chagrin Blvd., Suite 306
Pepper Pike, OH 44124 - - ���
Subject: Request for Additional Information - �✓
Stormwater Project No. SW8 140614 �, G
Long Beach Crossing
Brunswick County
Dear Mr. Visconsi:
The Wilmington Regional Office received an Express Stormwater Management Permit Application for Long
Beach Crossing on June 30, 2014 with additional information provided on July 28, 2014. A preliminary
review of that information has determined that the application is not complete. The following information is
needed to continue the stormwater review:
-> 1. For drainage area 1, the Contech Stormfilter Supplement indicates that the provided storage volume
is 18,984 ft', however the calculations appear to indicate the storage volume is 21,154 ft3 at an
elevation of 12.2 ft within the storage basin. Please confirm the provided volume for drainage area 1
and provide calculations demonstrating the minimum required storage volume for the design storm
/ and the adjusted volume.
\/ 2. The revised plans appear to indicate that the inside slope of the wet detention pond associated with
drainage area 2 is also slightly within the 30-foot vegetated buffer. Please confirm that this pond is
designed in accordance with the recent guidance provided to clarify Section 2(b)(3)b.5 of Session
Law 2008-211 and that the pond is located such that it extends no further into the vegetated buffer
than the top of the embankment.
v�3. The supplement and temporary pool stage/storage table for the wet detention pond associated with
drainage area 2 indicates that the surface area at an elevation of 8.5 was reduced slightly from the
previous submittal. However the permanent pool information presented in the associated
stage/storage table does not seem to have been updated accordingly. Please confirm the
permanent pool volume and surface areas presented in the stage storage tables and in the
supplement.
4. Please provide a level spreader/vegetated filter strip supplement for the level spreader proposed to
provide equal or better treatment from drainage area 3,
5: Please provide calculations to support the flow rates presented in the various supplements and
confirm the information presented in the level spreader/vegetated filter strip supplement for
drainage area 2. For instance, the level spreader/vegetated filter strip supplement for drainage
area 2 indicates that the peak discharge from the wet detention pond during the design storm will be
9.876 cfs even though the wet detention pond supplement indicates the storage volume discharge
rate will be 0.7 cfs. The 10-year storm event peak discharge is listed as being 9.193 cfs.
/6. The response to item # 12 of the previous request for additional information indicates that the
address listed in Section lll.1.b of the application has been revised. Please provide at least 1 copy
of the revised page.
7. The response to item #13 indicates that the utility and drainage easements have been provided to all
parcels however these easements could not be located on the plans. Please delineate these
easements on the plans.
/- 8.8. Please provide two copies of the updated proposed subdivision plan showing the changes to the
northern entrance and the change to the stormwater system for drainage area 1. Please also
provide two copies of the drainage area map showing the changes to the stormwater system for
drainage area 1.
Division of Energy, Mineral,and Land Resources
Land Quality Section—Wilmington Regional Office
127 Cardinal Drive Extension,Wilmington, North Carolina 28405•[phone]/Fax:[phone]

Visconsi Land Co. Ltd.
August 4, 2014
Stormwater Application No. SW8 140614
9. Please provide Section III of the Contech Stormfilter Supplement listing the required items.
This is a separate tab of the excel worksheet that is easily overlooked.
10. The express additional information review fee has been waived.
11. Please keep in mind that changing one number may change other numbers and require the
calculations, supplements, and other supporting documentation to be updated. Verify all
numbers are correct to ensure consistency in the application documents.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received in this Office prior to August 12, 2014, or the application
will be returned as incomplete. The return of a project will necessitate resubmittal of all required
items, including the application fee.
If you need additional time to submit the information, please email or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. Please note that
a second significant request for additional information may result in the return of the project. If the
project is returned, you will need to reschedule the project through the Express coordinator for the
next available review date, and resubmit all of the required items, including the application fee.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
Please label all packages and cover letters as "Express" and reference the project name and State
assigned project number on all correspondence. If you have any questions concerning this matter
please feel free to call me at [phone] or email me at [e-mail].
Sincerely,
7MaA
Christine Nelson
Environmental Engineer
GDS/can: G:\WQ\Shared\StormWater\Permits & Projects\2014\140614 HD\2014 08 addinfo 140614
cc: Richard Moore, McKim & Creed
Wilmington Regional Office
Page 2 of 2

41,/Mc &CiEEDLETTER OF TRANSMITTAL
HAND DELIVER DATE: July 30,2014
TO: NCDENR Division of Water Quality PROJECT NO: 6523-0001 TASK NO: 19
127 Cardinal Drive Extension RE: Long Beach Crossing—Express
Stormwater
Wilmington,NC 28405
ATTENTION: Christine Nelson TRANSMITTAL NO: 1 of 1 PAGE 1 OF 1
WE ARE SENDING: I Originals ® Prints ❑ Shop Drawings ❑ Samples
❑ Specifications ❑ Calculations ❑ Other—
Quantity Drawing No. Rev. Description Status
1 Original of Stormfilter O&M Agreement
1 Copy of Stormfilter O&M Agreement
EXPRESS STORMWATER RESUBMITTAL
SW8 140614
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review &Comments G. For Approval H. See Remarks
Action Status Code: 1. No Exceptions Taken 2.Make Corrections Noted 3. Other
4. Amend&Resubmit 5. Rejected-See Remarks
REMARKS:
GENE
JUL 302014
f 7 243 NORTH FRONT STREET,WILMINGTON,NC 28401(910)343-1048 FAX[phone]
cc: l7
McI<IM & CREED, Inc.
RECEIVED I 63-1-1AZ
Signed /`
JUL 3 0 WI ichard A.Moore,PE,LEED AP

Nelson, Christine
From: Nelson, Christine
Sent: Tuesday, July 29, 2014 9:06 AM
To: 'Richard (Rick)A. Moore'
Subject: RE: Contech O&M
That's fine. We'll see how today goes, but I will likely not get to start reviewing it until tomorrow.
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Richard (Rick) A. Moore [mailto:[e-mail]]
Sent: Tuesday, July 29, 2014 9:03 AM
To: Nelson, Christine
Subject: Contech O&M
Christine-
I woke up in the middle of the night in a cold sweat...I forgot to get an O&M agreement signed for the Contech system.
I'm going to send it to my client now for him to sign and overnight back to me and I can get it to you tomorrow as soon
as the overnight package comes in. Is that ok??
Thanks-
Rick
Richard (Rick) A. Moore, PE, LEED AP I Senior Project Manager
Tel [phone] ext 214 I Cell 910.386.6359
243 North Front Street I Wilmington, NC 28401
RAMoore a(�.mckimcreed.com I http://www.mckimcreed.com
McicaM&CREED
ENGINEERS SURVEYORS PLANNERS
Follow us on:YouTube I twitter I facebook I Linkedln
To send me a file larger than 20MB please click here
This e-mail and any files transmitted with it are confidential
and intended solely for the use of the individual or entity to
whom they are addressed. If you have received this e-mail in
error please notify the system manager. Please note that any
views or opinions presented in this e-mail are solely those of
the author and do not necessarily represent those of the
company. Finally, the recipient should check this e-mail and
any attachments for the presence of viruses. The company
accepts no liability for any damage caused by any virus
transmitted by this e-mail.
1

v
v McK iVI&CREED LETTER OF TRANSMITTAL
v
HAND DELIVER DATE: July 28, 2014
TO: NCDENR Division of Water Quality PROJECT NO: 6523-0001 TASK NO: 40
127 Cardinal Drive Extension RE: Long Beach Crossing—Express
Wilmington, NC 28405 Stormwater
ATTENTION: Christine Nelson TRANSMITTAL NO: 1 of 1 PAGE 1 OF 1
WE ARE SENDING: Fl Originals < Prints Shop Drawings Samples
n Specifications M Calculations X Other—Fee Checks
Quantity Drawing No. Rev. Description Status
2 Revised Stormwater Narrative &Supporting Documentation
2 Revised Stormwater Application Forms and Supplements
2 Revised Stormwater Submittal Plan Set
EXPRESS STORMWATER RESUBMITTAL
SW8 140614
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review&Comments G. For Approval H. See Remarks
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3. Other
4. Amend &Resubmit 5. Rejected-See Remarks
REMARKS:
rECEIVE
JUL 2 8 2014
BY:
243 NORTH FRONT STREET,WILMINGTON,NC 28401(910)343-1048 FAX[phone]
cc:
McKIM & CREED, Inc.
RE C E lV D Signed
Richard A. Moore,PE, LEED AP
JUL z 8 Olt

•
McKIM&CREED ENGINEERS
SURVEYORS
PLANNERS
July 16, 2014 M&C 6523-0001(10)
Ms. Christine Nelson
NCDENR-DEMLR EC E WE
I)
127 Cardinal Drive
Wilmington, NC 28405 JUL 2 8 2014
RE: Request for Additional Information Response BY:
Long Beach Crossing-SW8 140614
Dear Ms. Nelson:
In response to your comment letter dated July 14, 2014 for the above referenced
project we offer the following responses as shown in bold.
/ 1. The southern curb line and the access entrance provided for Outparcel#4
appear to impact the required 30-foot vegetated buffer. Please confirm
the location of the impervious area and demonstrate that the 30-foot
vegetated buffer requirements for a redevelopment project are being met.
Response: The entrance to outparcel #4 has been removed from the plans.
The new location will be determined by the future owner of Outparcel #4
who will submit separately for stormzvater permitting. The driveway
will be placed according to regulatory requirements at that time.
2. Section 2(b)(3)b.5 of Session Law 2008-211 does not allow wet detention
basins to be located within the vegetated buffer. Additional clarification
was provided for a different project that the top of the basin embankment
could be located within the vegetated buffer but not the inside portion of
the wet detention basin. The grading plan appears to indicate that the
West Pond (Drainage Area 1) is located such that the wet detention basin
vegetated shelf extends into the vegetated buffer. Please re-consider the
243 North Front Street wet detention basin design so that the wet detention basin extends no
further into the vegetated buffer than the top of the embankment.
Wilmington,NC 28401
910.343.1048
•
Fax [phone]
S:\6523\0001\10-Comm\13-Comm with Regulatory Bodies\2014-07-16 RESPONSE LETTER to C Nelson
NCDENR.doc
www.mckimcreed.com

Ms. Christine Nelson
July 28, 2014
Page 2
Response: Although conflicting written guidance was provided in March,
the wet detention ponds have been shifted so that the interior edge of the
top of the embankment does not encroach into the vegetated buffer.
3. Per the definition of a vegetated buffer in 15A NCAC 02H.1002(24), all
discharges into an.d through the vegetated buffer must provide diffuse
flow in order to protect surface waters from degradation. Please
demonstrate how the pipe discharges and rip rap aprons meet the diffuse
flow requirement.
Response: Both ponds have been redesigned such that diffuse flow is
provided for the design storm and bypass flows are directed to a riprap
apron and channel section that will provide nonerosive velocities
through the buffer.
4. Drainage area 2 appears to encompass both Lots 3 and 4. The total
impervious area allotted to these two lots per the deed restriction form is
133, 634 sf(98, 010 sf+35,624 sf). However,Section IV.10 of the
application indicates that the offsite lot allocation is 128, 844 sf. Please
explain the difference in these two numbers.
Response: Drainage area 2 does encompass both Lots 3 and 4 as well as
a small portion of Lot 1. The driveway entrances are part of Lot 1, but
will be treated by the East Pond (Drainage area 2). The deed restrictions
and application have been revised based upon changes to the driveway
configurations and to ensure consistency between them.
5. In Section IV.10 of the application, the sum of the impervious areas for
drainage area 2 does not appear to add up to the total presented. Please
confirm the impervious areas are presented correctly.
Response: Section IV.10 of the application has been revised as per
previous comment and now adds up to the total impervious presented.
flECEIVE
JUL 28 2014
BY:
S:\6523\0001\10-Comm\13-Comm with Regulatory Bodies\2014-07-16 RESPONSE LETTER to C Nelson
NCDENR.doc
v MCKIM&CREED

Ms. Christine Nelson
July 28, 2014
Page 3
6. Please provide calculations supporting the information presented in the
wet detention basin supplements including the minimum required
storage volume and the drawdown time of the wet detention basin. Also
please note that the minimum required storage volume for the East Pond
is slightly lower than expected given the provided drainage area
conditions.
Response: The calculations requested above were included in Attachment
rro) \r`o'L, \3 of the original submittal however have been revised to take into
r +' account the revisions included in this submittal. All calculations are
"�' `' enclosed herein for your reference.
7. Per Figure 10-2b of the BMP Manual, the depth used in the average depth
calculation for Option 2 is considered to be the distance between the
bottom of the vegetated shelf and the bottom of the wet detention basin.
The depth used in the average depth calculations for this project appears
to be the distance between the permanent pool and the bottom of the wet
detention basin. Please confirm that the correct depth is used in the
equation and that the rounded average depth used for the SA/DA ratio is
presented in the supplement.
Response: The average depth calculations for DA#2 - East Pond have
been revised to follow Figure 10-2b of the BMP Manual. Please see
attached calculations. DA#1 - West Pond is no longer being permitted as
a wet detention pond.
8. The drainage area map indicates that the drainage area will start at the
property boundary along the right-of-way. However, the northern
entrance appears to propose curbing all the way to the road (which
would collect runoff within the right-of-way) and is a slightly different
shape than the proposed drainage area. Please confirm that the northern
entrance road is properly portrayed.
Response: The northern entrance road has been revised to show curb &
gutter ending at the property line, similar to the southern entrance.
ECEIVE
JUL 2 8 2014
BY:
S:\6523\0001\10-Comm\13-Comm with Regulatory Bodies\2014-07-16 RESPONSE LETTER to C Nelson
NCDENR.doc
v MCKIM&CREED

Ms. Christine Nelson
July 28, 2014
Page 4
Runoff from the right-of-way is not included in the drainage area. This.
northern driveway has also been revised to show only a right in turn
movement per NCDOT comments.
9. Please provide additional spot elevations, such as the elevation of the top
of the curb, along the edges of the drainage areas to support the identified
drainage areas.
Response: Additional spot elevations are now shown on sheet 8, CG-10.1.
10. Please confirm the catch basin location for CB-6 along Outparcel g3 on
plan sheet CG-101. The arrow points to a pipe instead of a catch basin.
Response: The catch basin label for CB-6 has been updated and
additional label for CB-6A has been added. The arrows now point to the
structures instead of the pipe.
11. Please clarify the following on the wet detention basin cross section detail
on plan sheet CG502.
a. The temporary pool elevation for West Pond is listed as 11.7 ft on
the plans but 11.6 ft in the supplement.
Response: The temporary pool elevation is now 9.9 ft due to revised
average depth calculations and revised pond limits outside of
vegetated buffer. The plans and supplements have been revised to
reflect the new temporary pool elevation.
b. Please identify the distance being described by "N". Is this the
average depth? The depth at which sediment needs to be
removed?
Response: The distance "N"is the depth at which sediment needs to
be removed. The detail has been revised to state as such.
r E IVE
I)
JUL 2 8 2014
f3Y.
S:\6523\0001\10-Comm\13-Comm with Regulatory Bodies\2014-07-16 RESPONSE LETTER to C Nelson
NCDENR.doc
MCKIM&CREED

Ms. Christine Nelson
July 28, 2014
Page 5
c. The seasonal high water table is listed as "P" but is not identified
in the table.
Response: The seasonal high water table designation of"P"has been
added to the table with associated elevations.
12. Please clarify the address presented in Section III.1.b of the application. It
appears that two street addresses have been provided.
Response: The address has been revised.
13. For any portion of the project that will be sold in the future, please be
sure to provide drainage easements along the collection system and
access easements, if necessary, to provide access to the wet detention
basins for inspections and maintenance.
Response: Access, utility and drainage easements are provided to all
parcels. These easements are also required and have been preliminarily
approved by Brunswick County Planning and Zoning.
14. If the project is within 5 statute miles of a public airport, the Division
cannot require the use of a BMP with a permanent pool of water. A copy
of the permit will be forwarded to the airport's director who may elect to
adjudicate the permit if the applicant has chosen to use a BMP with a
permanent pool of water.
Response: Understood.
15. The express additional information review fee has been waived.
Response: Thank you.
CEIVE
0
JUL282014
BY:
S:\6523\0001\10-Comm\13-Comm with Regulatory Bodies\2011-07-16 RESPONSE LETTER to C Nelson
NCDENR.doc
v, MCKIM&CREED

Ms. Christine Nelson
July 28, 2014
Page 6
16. Please keep in mind that changing one number may change other
numbers and require the calculation, supplements, and other supporting
documentation to be updated. Verify all numbers are correct to ensure
consistency in the application documents.
Response: All supplements have been reviewed to ensure consistency of
numbers throughout.
If you have any questions, please do not hesitate to contact me at 910-343-1048.
Sincerely,
McKIM& CREED, INC.
Richard A. Moore, PE, LEED AP
Attachments:
Revised permit drawings
Revised permit application forms and supplements
Revised Engineering calculations
cc: File
Jeffrey Cossell, PE, Visconsi Companies, Ltd.
BE EIVE
JUL 2 8 2014
BY:
S:\6523\0001\10-Comm\13-Comm with Regulatory Bodies\2014-07-16 RESPONSE LETTER to C Nelson
NCDENR.doc
MCKIM&CREED

Nelson, Christine
From: Nelson, Christine
Sent: Monday, July 21, 2014 3:43 PM
To: 'Richard (Rick)A. Moore'
Cc: Weaver, Cameron; Jeffrey Cossel ([e-mail])
Subject: RE: Long Beach Crossing - request for additional info
Rick,
A one week extension is no problem. I will keep an eye out for the package to be delivered on or before July 28th (i.e.
prior to July 29th)
Thanks for the e-mail and let me know if I can provide additional assistance,
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Richard (Rick) A.Moore [mailto:[e-mail]]
Sent: Monday, July 21, 2014 2:23 PM
To: Nelson, Christine
Cc: Weaver, Cameron; Jeffrey Cossel (jcossel@ visconsi.com)
Subject: RE: Long Beach Crossing - request for additional info
Christine-
Per my phone call last Friday and one of the closing paragraphs in your add info request letter, I would like to request a
1-week extension for resubmittal of our design. This is based upon the several policy interpretations that have been
made since the add info was issued and the diffuse flow requirements. We are analyzing 2 separate designs to meet
diffuse flow and are awaiting additional design details from Contech at this time.
Thank you-
Rick
From: Nelson, Christine [mailto:[e-mail]]
Sent: Monday, July 14, 2014 2:32 PM
To: Richard (Rick) A. Moore
Cc: Weaver, Cameron
Subject: Long Beach Crossing - request for additional info
Rick,
The pdf of the request for additional information for the Long Beach Crossing stormwater application is attached. A
copy of the letter will also be sent via fax to the owner.
I sincerely apologize that this took almost the entire 10 business days allotted for the first review. Please let me know if
you have any questions or need an extension.
Christine
** Please note the new direct phone number**
Christine Nelson
Environmental Engineer
State Stormwater Program
1

NC Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext.,Wilmington, NC 28405
Direct:910-796-7345/Main:910-796-7215/Fax:[phone]
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
This e-mail and any files transmitted with it are confidential
and intended solely for the use of the individual or entity to
whom they are addressed. If you have received this e-mail in
error please notify the system manager. Please note that any
views or opinions presented in this e-mail are solely those of
the author and do not necessarily represent those of the
company. Finally, the recipient should check this e-mail and
any attachments for the presence of viruses. The company
accepts no liability for any damage caused by any virus
transmitted by this e-mail.
2

Nelson, Christine
From: Nelson, Christine
Sent: Wednesday, July 16, 2014 12:32 PM
To: 'Richard (Rick)A. Moore'
Cc: Scott, Georgette
Subject: RE: Long Beach Crossing - request for additional info
Rick,
First off, I would like to thank you for your patience. I sent pictures of the proposed site plan and the pond details to
Raleigh in order to obtain additional clarification regarding ponds in and near the vegetated buffer and how to apply the
rules. They were able to provide answers to the following questions, which have been confirmed with Georgette:
What parts of the pond can be located within the buffer? The guidance I have seen either says the top of the
embankment or the temporary pool elevation.
Based on the language in the 2H .1000 rules, it is agreed that only up to the top of the embankment of the wet pond
should be in the buffer. Including any more of the pond area within the buffer does not appear to be consistent with the
following sections of the rule:
Definition in.1002: "Vegetative Buffer" means an area of natural or established vegetation directly adjacent to surface
waters through which stormwater runoff flows in a diffuse manner to protect surface waters from
degradation due to development activities.The width of the buffer is measured horizontally from the
normal pool elevation of impounded structures,from the bank of each side of streams or rivers,and
from the mean high water line of tidal waters, perpendicular to the shoreline.
.1005(e)Vegetative Buffer. Developments permitted under Paragraph(a)shall contain a 50 foot wide vegetative buffer,as
defined in Rule.1002(22)of this Section,for new development activities and a 30 foot wide vegetative buffer for
redevelopment activities.The width of a buffer is measured horizontally from the normal pool elevation of impounded
structures,from the bank of each side of streams or rivers,and from the mean high waterline of tidal waters,
perpendicular to the shoreline.The vegetative buffer may be cleared or graded, but must be planted with and maintained
in grass or any other vegetative or plant material. Furthermore,stormwater control best management practices(BMPs),
or stormwater control structures,with the exception of wet detention ponds, may be located within this vegetative buffer.
The Division may,on a case-by-case basis,grant a minor variance from the vegetative buffer requirements of this section
pursuant to the procedures set out in 15A NCAC 02B.0233(9)(b).Vegetative buffers and filters required by this section
and any other buffers or filters required by State water quality or coastal management rules or local government
requirements may be met concurrently and may contain, in whole or in part, coastal, isolated,or 404 jurisdictional
wetlands that are located landward of the normal waterline.
How do we apply the diffuse flow guidance to pipe discharges? They are saying the plans meet option 5 since the
discharge rate for the design storm is less than 0.5 cfs. But option 5 only mentions swales...
The consensus was that providing a dissipater pad directly adjacent to the stream (even if the flow is small), does not
meet the diffuse flow requirements.
The clarification from Raleigh went on further to suggest that the proposed site plan might not have enough space for a
properly sited wet pond and diffuse flow measure. Suggested alternatives include opportunities to provide permeable
pavement at an elevation that is far enough above SHWT to work or a closed sand filter,with is another space-saving
option.
I do apologize for the confusion regarding ponds and buffers. Each site is a bit different and having the plans really does
help us provide more accurate guidance on how to meet the rules. Please let me know if I can be of further assistance.
Christine
i

Nelson, Christine
From: Nelson, Christine
Sent: Wednesday, July 16, 2014 9:51 AM
To: 'Richard (Rick)A. Moore'
Subject: RE: Long Beach Crossing - request for additional info
Rick,
I have sent up an e-mail asking for clarification on the conflicting guidance I have seen regarding what parts of the pond
can be within the buffer.
I'm not sure what the first part of your second paragraph is trying to say. The provided SW calculations in Attachment 3
of the narrative only have 6 pages: a set of calculations for pond stage-storage, average depth, required surface area,
drawdown flow, and energy dissipaters for each pond. Perhaps not all of the calculations were included in the
attachment?
In reading the guidance, it appears that there are two parts that need to be looked at—the peak discharge from the
BMP and the flows in excess of the discharge rate up to the 10-year storm event. I have also asked for clarification on
how the options work as they all seem to focus on vegetated swales and don't really address a stormwater outfall/pipe
discharge. (I don't see a swale proposed after the rip rap apron, did you intend on providing a swale?) However, it is
pretty clear that the flow in excess of the design storm does need to be non-erosive. The outfall protection table on
sheet CG502 indicates the velocity will be pretty high. Did you have calculations demonstrating the rip rap apron
reduces the flow to a non-erosive level?
Sorry I'm not much help at the moment, but I will hopefully hear something back this morning.
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Richard (Rick) A. Moore [mailto:RAMoore©mckimcreed.com]
Sent: Tuesday, July 15, 2014 6:42 PM
To: Nelson, Christine
Cc: Weaver, Cameron
Subject: RE: Long Beach Crossing - request for additional info
Sorry Christine for another e-mail today instead of having them combined into one - I have one more clarification.
Your comment#3 - I know there was a comment (#6) about not having the supporting information for determining
minimum storage volumes and drawdowns-those calculations/data were included in the SW narrative/calculation
package, Attachment 3 - not directly with the supplements. Maybe that is my fault. Regardless, the orifice drawdown
calcs in this section show a discharge rate of 0.07 CFS for both ponds using Ho and still indicate much less than 0.5 CFS
using H as the driving head. Does this not qualify us for exemption from the diffuse flow requirements per the
attached? Specifically option 5 on page 2? These are discharge swales from our ponds.
Thanks for your help-
Rick
From: Nelson, Christine [mailto:christine.nelsonCa ncdenr.gov]
Sent: Monday, July 14, 2014 2:32 PM
1

To: Richard (Rick) A. Moore
Cc: Weaver, Cameron
Subject: Long Beach Crossing - request for additional info
Rick,
The pdf of the request for additional information for the Long Beach Crossing stormwater application is attached. A
copy of the letter will also be sent via fax to the owner.
I sincerely apologize that this took almost the entire 10 business days allotted for the first review. Please let me know if
you have any questions or need an extension.
Christine
** Please note the new direct phone number**
Christine Nelson
Environmental Engineer
State Stormwater Program
NC Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext.,Wilmington, NC 28405
Direct:910-796-7345/Main:910-796-7215/Fax:[phone]
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
This e-mail and any files transmitted with it are confidential
and intended solely for the use of the individual or entity to
whom they are addressed. If you have received this e-mail in
error please notify the system manager. Please note that any
views or opinions presented in this e-mail are solely those of
the author and do not necessarily represent those of the
company. Finally, the recipient should check this e-mail and
any attachments for the presence of viruses. The company
accepts no liability for any damage caused by any virus
transmitted by this e-mail.
2

Nelson, Christine
From: Richard (Rick)A. Moore [[e-mail]]
Sent: Tuesday, July 15, 2014 3:23 PM
To: Nelson, Christine
Cc: Weaver, Cameron
Subject: RE: Long Beach Crossing - request for additional info
Attachments: RE: Proposed Southport development project
Christine-
I would like to get clarification on one of your comments - comment#2. The "clarification" that I believe you were
referencing in this comment was not for a different project, it was for this project specifically. And the way I read Linda's
guidance (this was before you were involved) in the attached e-mail -the portion she wrote on 3/3/2014 at 3:11pm - it
states that we measure the 30' buffer from the temporary pool surface, not the top of the embankment. I'm not trying
to split hairs but just as I indicated to Linda in the attached e-mail, even a few feet makes a big difference. Assuming
that we measure from the temporary pool,there is still a small section that will need to be regraded to meet the
requirement, but certainly much less than if we have to measure the 30' from the top of the embankment.
I hope to hear back from you fairly quickly on this clarification with the submittal deadline next Monday. Thanks for any
help you can provide.
Rick
From: Nelson, Christine [mailto:[e-mail]]
Sent: Monday, July 14, 2014 2:32 PM
To: Richard (Rick) A. Moore
Cc: Weaver, Cameron
Subject: Long Beach Crossing - request for additional info
Rick,
The pdf of the request for additional information for the Long Beach Crossing stormwater application is attached. A
copy of the letter will also be sent via fax to the owner.
I sincerely apologize that this took almost the entire 10 business days allotted for the first review. Please let me know if
you have any questions or need an extension.
Christine
** Please note the new direct phone number **
Christine Nelson
Environmental Engineer
Slate Stormwater Program
NC Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext.,Wilmington, NC 28405
Direct:910 796-7345/Main:910-796-7215/Fax:[phone]
Email correspondence to and from this address is subject to the North Carolina Public Records Low
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
1

176,
Ale
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
July 14, 2014
Mr. Dominic Visconsi, Jr., Managing Member
Visconsi Land Co. Ltd.
30050 Chagrin Blvd., Suite 306
Pepper Pike, OH 44124
Subject: Request for Additional Information
Stormwater Project No. SW8 140614
Long Beach Crossing
Brunswick County
Dear Mr. Visconsi:
The Wilmington Regional Office received an Express Stormwater Management Permit Application for Long
Beach Crossing on June 30, 2014. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
1. The southern curb line and the access entrance provided for Outparcel#4 appear to impact the
required 30-foot vegetated buffer. Please confirm the location of the impervious area and
demonstrate that the 30-foot vegetated buffer requirements for a redevelopment project are being
met.
2. Section 2(b)(3)b.5 of Session Law 2008-211 does not allow wet detention basins to be located within
the vegetated buffer. Additional clarification was provided for a different project that the top of the
basin embankment could be located within the vegetated buffer but not the inside portion of the wet
detention basin. The grading plan appears to indicate that the West Pond (Drainage Area 1) is
located such that the wet detention basin vegetated shelf extends into the vegetated buffer. Please
re-consider the wet detention basin design so that the wet detention basin extends no further into the
vegetated buffer than the top of the embankment.
3. Per the definition of a vegetated buffer in 15A NCAC 02H.1002(24), all discharges into and through
the vegetated buffer must provide diffuse flow in order to protect surface waters from degradation.
Please demonstrate how the pipe discharges and rip rap aprons meet the diffuse flow requirement.
/4. Drainage area 2 appears to encompass both Lots 3 and Lots 4. The total impervious area allotted to
these two lots per the deed restriction form is 133,634 sf(98,010 sf+ 35,624 sf). However, Section
IV.10 of the application indicates that the offsite lot allocation is 128,844 sf. Please explain the
difference in these two numbers.
5. In Section IV.10 of the application, the sum of the impervious areas for drainage area 2 does not
appear to add up to the total presented. Please confirm the impervious areas are presented
correctly.
\_` 6. Please provide calculations supporting the information presented in the wet detention basin
supplements including the minimum required storage volume and the drawdown time of the wet
detention basin. Also please note that the minimum required storage volume for the East Pond is
slightly lower than expected given the provided drainage area conditions.
Per Figure 10-2b of the BMP Manual, the depth used in the average depth calculation for Option 2 is
considered to be the distance between the bottom of the vegetated shelf and the bottom of the wet
detention basin. The depth used in the average depth calculations for this project appears to be the
distance between the permanent pool and the bottom of the wet detention basin. Please confirm
that the correct depth is used in the equation and that the rounded average depth used for the
SA/DA ratio is presented in the supplement.
8. The drainage area map indicates that the drainage area will start at the property boundary along the
right-of-way. However, the northern entrance appears to propose curbing all the way to the road
(which would collect runoff within the right-of-way) and is a slightly different shape than the proposed
drainage area. Please confirm that the northern entrance road is properly portrayed.
Division of Energy,Mineral,and Land Resources
Land Quality Section-Wilmington Regional Office
127 Cardinal Drive Extension,Wilmington, North Carolina 28405•[phone]/Fax: [phone]

Visconsi Land Co. Ltd.
July 14, 2014
Stormwater Application No. SW8 140614
vi 9. Please provide additional spot elevations, such as the elevation of the top of the curb, along
the edges of the drainage areas to support the identified drainage areas.
/10. Please confirm the catch basin location for CB-6 along Outparcel #3 on plan sheet CG101.
The arrow points to a pipe instead of a catch basin.
11. Please clarify the following on the wet detention basin cross section detail on plan sheet
CG502:
a. The temporary pool elevation for West Pond is listed as 11.7 ft on the plans but 11.6
ft in the supplement.
b. Please identify the distance being described by "N". Is this the average depth? The
depth at which sediment needs to be removed?
c. The seasonal High water table is listed as "P" but is not identified in the table.
12. Please clarify the address presented in Section III.1.b of the application. It appears that two
street addresses have been provided.
13. For any portion of the project that will be sold in the future, please be sure to provide
drainage easements along the collection system and access easements, if necessary, to
provide access to the wet detention basins for inspections and maintenance.
,,14. If the project is within 5 statute miles of a public airport, the Division cannot require the use of
a BMP with a permanent pool of water. A copy of the permit will be forwarded to the airport's
director who may elect to adjudicate the permit if the applicant has chosen to use a BMP with
a permanent pool of water.
v-15. The express additional information review fee has been waived.
16. Please keep in mind that changing one number may change other numbers and require the
calculations, supplements, and other supporting documentation to be updated. Verify all
numbers are correct to ensure consistency in the application documents.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received in this Office prior to July 22, 2014, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal of all required items,
including the application fee.
If you need additional time to submit the information, please email or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. Please note that
a second significant request for additional information may result in the return of the project. If the
project is returned, you will need to reschedule the project through the Express coordinator for the
next available review date, and resubmit all of the required items, including the application fee.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
Please label all packages and cover letters as "Express" and reference the project name and State
assigned project number on all correspondence. If you have any questions concerning this matter
please feel free to call me at(910) 796-7345 or email me at [e-mail].
Sincerely,
Christine Nelson
Environmental Engineer
GDS/can: G:\WQ\Shared\StormWater\Permits & Projects\2014\140614 HD\2014 06 addinfo 140614
cc: Richard Moore, McKim & Creed
Wilmington Regional Office
Page 2 of 2

Nelson, Christine
From: Nelson, Christine
Sent: Monday, July 14, 2014 2:31 PM
To: 'Richard (Rick)A. Moore'
Cc: Weaver, Cameron
Subject: Long Beach Crossing - request for additional info
Attachments: 2014 07 addinfo 110416.pdf
Rick,
The pdf of the request for additional information for the Long Beach Crossing stormwater application is attached. A
copy of the letter will also be sent via fax to the owner.
I sincerely apologize that this took almost the entire 10 business days allotted for the first review. Please let me know if
you have any questions or need an extension.
Christine
** Please note the new direct phone number**
Christine Nelson
Environmental Engineer
State Stormwater Program
NC Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext.,Wilmington, NC 28405
Direct:910-796-7345/Main:910-796-7215/Fax:[phone]
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
•

MEMORY TRANSMISSION REPORT
TIME :07-14-2014 16:59
FAX NO.1
NAME •
FILE NO. : 356
DATE : 07.14 16:58
TO :ft 912164647219
DOCUMENT PAGES : 3
START TIME : 07.14 16:59
END TIME : 07.14 16:59
PAGES SENT : 3
STATUS : OK
***SUCCESSFUL TX NOTICE***
State or PTorth Carolina
Department or Environment and Diatnral Iiesonrces
Wilmington Regional("Moe
Pat McCrory, Governor FAY tpCrVIIMIt SHEET John E SAvarl IIX Secretary
/`7 ��4t No.Pages(excl.cover):
e From: Jo Cannier
Co: y ' - /4 G.�.tea "� � phone: K9101 796-7336
Fax: t�F/�'!� — / 9�^� Fax: 1'91O1 360-2004
. cam. :� ' t .G- ia cs/ •
•
•
127 Cardinal bravo Extension,Wilmington,NC 26405•[phone] o A.1% ual Opportunity A-19 irmative tlotion Employor

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Pat McCrory, Governor FAX COVER SHEET John E Skvarla III, Secretary
Date: '7 r f tii'/`7`"
No. Pages(excl.cover): c%—.
To:
/4 / C- l✓ /3 e"0�l.S i From: Jo Casmer
Co: V/'me, I Z.a n c'/ �v ' Phone: [phone]
Fax: Z / J `— 7 2 / / Fax: [phone]
Re:
Z1E4er 4 ��42-S "j
Jleg / / -
1
4,/ ,,C-7- d'I ---Ss 712 -74" --'- G? Ord/. '7.;o'-)-7 e- /00 '-7/0,• -"7-"/ d 71,- .ei.--) 7
127 Cardinal Drive Extension,Wilmington,NC 28405 0(910)796-7215®An Equal Opportunity Affirmative Action Employer

RECEIVED
JUN � 2U14
4fr/?
1 ' `Cc' ""` LETTER OF TRANSMITTAL
EXPRESS REVIEW MEETING DATE: June 27, 2014
TO: NCDENR Division of Water Quality PROJECT NO: 6523-0001 TASK NO: 40
127 Cardinal Drive Extension RE: Long Beach Crossing—Express
Wilmington, NC 28405 Stormwater
ATTENTION: Christine Nelson TRANSMITTAL NO: 1 of 1 PAGE 1 OF 1
WE ARE SENDING: X Originals IX Prints Shop Drawings Samples
Specifications < Calculations M Other—Fee Checks
Quantity Drawing No. Rev. Description Status
1 Stormwater Narrative &Supporting Documentation
2 Stormwater Application Form SWU-101 (Original &1 copy)
2 Stormwater Submittal Plan Set
1 Copy of Check #115073 included with EC submittal for SW
Express- $4,000
2 Deed Restrictions&Protective Covenants (Original &1 copy)
1 Agreement of Purchase and Sale
1 NC Department of The Secretary of State certificate
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review& Comments G. For Approval H. See Remarks
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3. Other
4. Amend &Resubmit 5. Rejected -See Remarks
REMARKS:
11
E C E IVE
243 NORTH FRONT STREET,WILMINGTON,NC 28401(910)343-1048 FAX[phone]
cc:
JUN 3 0 2014
McKIM & CREED, Inc.
BY:
Signed '--Rl it
Richar . oore, E

iihvA
VISCONSI
COMPANIES LTD
LONG BEACH CROSSING
BRUNSWICK COUNTY, NC
EE
tIVE
I
JUN30 2014
STORMWATER
DESIGN NARRATIVE
Prepared for:
VISCONSI LAND CO.
30050 Chagrin Boulevard, Suite 360
Pepper Pike, OH 44124-5704
Prepared by:
v MCK M&CREED
V
243 North Front Street
Wilmington, NC 28401
[phone] " Ws, ,
to
• 9 •Y � I
Project#6523-0001 (40) YQ ' SEAL r n gl
_ 025503
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,,
June 2014
,,' �telNi``',e`,,,

LONG BEACH CROSSING
SOUTHPORT, NC
BRUNSWICK COUNTY, NORTH CAROLINA
Project#6523-0001 (40)
Table of Contents
DESIGN NARRATIVE
I. EXISTING SITE
II. PROPOSED IMPROVEMENTS
ATTACHMENT 1—USGS MAP
ATTACHMENT 2—BRUNSWICK COUNTY SCS SOILS MAPS
ATTACHMENT 3— CALCULATIONS
ATTACHMENT 4—PROPERTY DEED
ATTACHMENT 5 — S&ME SOILS REPORT
Page 1

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DESIGN NARRATIVE = 025503 ���
BY :'A ,(�/}/n
Existing Site i 7 Rp A
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The proposed site of the 27.5-acre Long Beach Crossing project is located on a former Lowe's
Home Improvements store site and consists of woodland, metal storage building, pole barn
and concrete pad. An existing sewer easement runs through the property parallel to Jump and
Run Creek. The east side of the property is zoned as CO-CLD and the west side is zoned CO-
R-6000. The zoning line will serve as a dividing line between the proposed development to the
east and undisturbed area to the west. The property fronts NC Hwy 133 which is currently
under construction, while the remaining perimeter is bounded by residential development.
The existing topography is mildly sloping. Stormwater runoff in undeveloped area drains as
sheet flow to Jump and Run Creek; runoff from the former Lowe's site drains through a
stormwater collection system directly into Jump and Run Creek. There are wetlands present
both within the parcel boundary and within the stormwater project boundary. Keller
Environmental is currently coordinating a total of 0.06 acres of wetland impacts and a
proposed 89 linear foot stream impact to Jump and Run Creek through the U.S. Army Corps of
Engineers.
Based on the USDA National Resources Conservation Service Soil Survey, the underlying soils
within the project area are predominantly Muckalee loam (Mk), Torhunta mucky fine sandy
loam (To), Murville mucky fine sand (Mu),Mandarin (Ma), and Leon fine sand(Lo).
According to the latest surface water classifications published by NCDENR, Jump and Run
Creek is classified as an SC; Sw.
Proposed Improvements
The Long Beach Crossing project proposes to install a 35,502-square foot retail anchor building,
along with an additional 12,000-square foot attached retail space, 10,800-square foot
permissible stand-alone building area, three (3) outparcels and the remainder of the parcel (Lot
#2) will remain undisturbed. Associated parking lots, driveways, and loading areas will also
be included in the proposed development. The runoff from the project site will be conveyed
through a piped system that drains to(one of two onsite wet detention ponds,or through a
proposed level spreader. The ponds will treat the first 1.5-inch s of runoff and will ultimately
and Run Creek. a V....4%.#r C .�-ec.So 5 .4'4(
discharge into Jump � S�+' �
.
The West(Pond ,`rind Contech Stormfilter system has been designed to treat runoff from
Drainage Area (DA) #1 (see DA map) which consists of proposed BUA on Lot #1 and future
runoff from Lot #5. The East Pond has been designed to treat future runoff from DA #2 (see
DA map) which consists of the main entry drive, proposed outparcels #3 and #4 and the future
right in/right out. Proposed Lot #2 is not associated with proposed development and will
remain undisturbed. Both ponds provide diffuse flow for design storm discharge as well as
Page 2

bypass systems that utilize riprap pads to provide non-erosive velocities through the buffer.
Because of the proximity to the bypass flow dissipator pads, the level spreaders show a
concrete block wall (DA#1 - West Pond) or a combination modular and concrete block wall
(DA#2 - East Pond) around them to prevent overflow at the end of the level spreaders. The
Contech Filtration, Wet Detention Pond and Level Spreader Supplements contain much of the
design information however additional supporting calculations can be found in Attachment 3
of this document. This information includes required volume calculations, stage-storage data,
drawdown calculations, riprap pad/outlet channel calculations, etc.
DA #3 consists of the grocery store's roof and the northeast corner of the paved driveway area
(see DA map). This area consists of 1.17 acres of proposed BUA that will be provided with
equal or better protection than is currently provided to the 1.18 of existing BUA within the
DA#1 limits (see DA map). The existing 1.18 acres of BUA in DA#1 and the existing 1.71 acres
of BUA in DA#2 both flow through a stormwater collection system and discharge directly into
Jump and Run Creek. This system outlets into the 24" CMP with a broken headwall shown on
the Existing Conditions plan sheet, sheet 3, CX-101. The 21" CMP beside the 24" pipe is a
former discharge point for offsite drainage that flowed through the existing drainage easement
(to be abandoned). This offsite system was redirected and now flows in a storm pipe down the
right of way of NC 133 to Jump and Run Creek. This redirection was designed and constructed
as part of the ongoing NCDOT project R-3324. With the proposed site development, 1.71 acres
of impervious surface in DA#2 that is currently discharging directly into Jump and Run Creek
will be treated in a wet detention pond (East Pond); 1.17 acres of the 1.18 acres of existing
impervious surface in DA#1, although not being treated in a new BMP meeting all regulatory
criteria, will be provided "equal or better protection" by passing through a level spreader and
vegetated filter strip prior to entering Jump and Run Creek.
The total disturbed area for this project is 12.6 acres. Clearing and grading efforts will be
required for the majority of this project site. Erosion protection will consist of a construction
entrance, silt fence with adequately spaced stone outlets,inlet protection and sediment basins.
il,
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Page 3

ATTACHMENTS 1 - USGS MAP

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26M E NATIONAL GEODETIC VERTICAL DATUM 1929

ATTACHMENT 2 - BRUNSWICK COUNTY SCS SOILS MAPS

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Soil Map—Brunswick County,North Carolina VISCONSI COMPANIES LTD-
SOUTHPORT,NC
Map Unit Legend
Brunswick County,North Carolina(NC019)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AO1
KrB Kureb fine sand, 1 to 8 percent 0.3 1.1%
slopes
Lo Leon fine sand 1.7 6.6%
Ma Mandarin fine sand 2.2 8.8%
Mk Muckalee loam 12.5 49.0%
Mu Murville mucky fine sand 4.1 16.0%
To Torhunta mucky fine sandy 4.7 18.5%
loam
Totals for Area of Interest 25.6 100.0%
iv& Natural Resources Web Soil Survey 3/13/2014
Conservation Service National Cooperative Soil Survey Page 3 of 3

ATTACHMENT 3 - CALCULATIONS

CALCULATION
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Sul Pc -k L
Drainage Area#1 -West Pond
Stage-Storage Calculations for Proposed Wet Detention Pond j-lot^cq_ /60aS11TN_
determine the storage capacity and characteristics of the proposed wet detention pon
Pond side slope above Permanent Pool 3:1
Slope of Vegetated Shelf N/A
Side Slope below Permanent Pool 3:1
incremental and cumulative storage of the wet detention pond per contour interval.
Stage/Storage Above Permanent Pool(Including Forebay)
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF)
10.0 8,293 0 0 Permanent Pool
11.0 9,477 8,885 8,885 Mr' v
12.0 10,721 10,099 18,984 Temporary Pool ( `L�� ��
13.0 12,023 11,372 30,356
14.0 13,383 12,703 43,059
Drawdown Requirements
Diameter of Proposed Low-flow Orifice 2.00 IN Value chosen try designer
Weir Elevation of Outlet Structure 10.00 FT Value chosen by designer
Total Elevation Head Above Orifice 2.00 FT (Total Elevation Head Above Center of
Orifice)=(Temp Pool Elevation)-(Perm Pool
Elevation)-(1/2 Orifice Diameter)
Average Elevation Head Above Orifice 0.67 FT Average Elevation Head Above Orifice= 1/2 of
Total Elevation Head Above Orifice
Cd.Coefficient of Discharge 0.60 Value chosen by designer
Q,Flowrate Through Low-flow Orifice 0.09 CFS Q=Cd*(Pi)"((Diameter of Orifice)"(1 ft/12
in)]"2/4"(2`32.2*(Avenge Head)]^1/2
Drawdown Time for 1.5-inch Runoff 3.27 DAYS (Drawdown Time)=(1.5"Runoff Volume)/Q"(1
day/86400 seconds)
Albs 1 i 2014
BY:

CALCULATION
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Client
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Hydraulic Analysis Report
Project Data
Project Title: Long Beach Crossing
Designer: RAM
Project Date: Saturday, July 26, 2014
Project Units: U.S. Customary Units
Notes: Design of riprap apron for non-erosive flows through the buffer
Riprap Analysis: DA#1 -West Pond
Notes:
Input Parameters
Riprap Type: Culvert Outlet Protection
Flow: 23.9 cfs
Culvert Diameter: 2 ft
Normal Depth in Culvert: 0.40 ft
Tailwater Depth: 0.46 ft
Result Parameters
Tailwater Depth Used in Computations: 0.8 ft
Culvert Diameter Used in Computations: 2 ft
Computed D50: 8.10 in
Riprap Class
Riprap shape should be angular
Riprap Class Name: NCDOT CLASS I
The following values are an 'average' of the size fraction range for the selected riprap class.
d100: 18 in
d85: 13 in
d50: 9.5 in
d15: 7 in
Layout Recommendations
Apron Length: 8 ft
Apron Depth: 2.61 ft
Apron Width (at end): 11.33 ft � .
Name of Selected Channel: DA#1 - Outlet Channel
112p14
k

Channel Analysis: DA#1 =Outlet Channel
Notes:
Input Parameters
Channel Type: Trapezoidal
Side Slope 1 (Z1): 3.0 ft/ft
Side Slope 2 (Z2): 3.0 ft/ft
Channel Width: 15.0 ft
Longitudinal Slope: 0.028 ft/ft
Manning's n: 0.0350
Flow: 23.90 cfs
Result Parameters
Depth: 0.40 ft
Area of Flow: 6.51 ft^2
Wetted Perimeter: 17.54 ft
Hydraulic Radius: 0.37 ft
Average Velocity: 3.66 ft/s
Top Width: 17.41 ft
Froude Number: 1.05
Critical Depth: 0.41 ft
Critical Velocity: 3.53 ft/s
Critical Slope: 0.02 ft/ft
Critical Top Width: 17.50 ft
Calculated Max Shear Stress: 0.7025 Ib/ft^2
Calculated Avg Shear Stress: 0.6490 Ib/ft^2

SUp EHT AL- CA LC.S
j'
East Wet Detention Pond Calculations
BY:
NC DENR Retention Requirements
Objective:design a wet detention basin with the following characteristics:a permanent water pool depth between 3-and
6-feet, a surface area that meets TSS removal requirements(values set by NC DENR and included here), a forebay that
is approximately 20%of the total pond volume, a temporary water pool sized to detain the initial 1 inch of rainfall runoff, an
outlet device that drains the temporary water pool within 2-5 days, and a length-to-width ratio of approximately 3:1.
Step 1: Determine the surface area required for 90% TSS removal
Post-Development Conditions
Total Drainage Area 4.64 ACRE Value from CAD
Impervious Drainage Area 3.48 ACRE Value from CAD
Impervious Cover 75.0% Impervious Cover-(Impervious Drainage
Area)/(Total Drainage Area)*100%
Elevation of Permanent Pool Surface 8,5 FT Value selected by designer
Depth of Permanent Pool 6.5 FT Value selected by designer
(Bottom Elevation)=(Permanent Pool Surface
Elevation of Wet Detention Pond Bottom 1.0 FT Elevation)-(Depth of Permanent Pool)-(1'Sediment
Storage)
Approximate Pond Length 215 FT Value from CAD (flow path through forebay weir)
Approximate Pond Width 85 FT Value from CAD
Length:Width Ratio 3:1 Ratio=(Length)/(Width):1
Required SA/DA Ratio for 90%TSS Removal 5.350 Value from chart. Reference: "90% TSS Removal
Required Permanent Pool Surface Area 10,823 SF Required Surface Area=(Required SA/DA
Ratio)*(Total Drainage Area)
Provided Permanent Pool Surface Area 11,054 SF Interpolated value from stage-storage calculations
Step 2: Determine the 1.5-inch runoff elevation within the wet detention pond.
Runoff Coefficient, Rv 0.725 IN/IN Rv=0.05+0.009"(%Impervious)
Required 1.5"Runoff Volume 18,333 CF 1.5"Runoff Volume=1.5 inch*Rv*1 foot/12
inch"(Total Drainage Area)
Temporary Pool Elevation 9.90 FT Elevation of the next-highest orifice(above the low-
flow orifice)
Treatment Volume 18,381 CF Total volume controlled at the temporary pool
elevation(from stage-storage charts)
Step 3: Calculate the required forebay volume(18-22%the total pond volume below permanent pool)
Total Pond Volume below permanent pool 44,903 CF Value from stage-storage calculations
Required Forebay Volume 8,981 CF Forebay Volume=(Total Pond Volume)*20%
Provided Forebay Volume 8,669 CF Value from stage-storage calculations
Provided ForebayVolume:Total Pond Volume 19% (Provided Forebay Volume)/(Total Pond
Volume)"100%
bRAW .� ALCS
Step 4: Verify that time required to drawdown the 1.5-inch runoff volume is within 2 to 5 days.
Diameter of Proposed Low-flow Orifice 2.00 IN Value chosen by designer
Weir Elevation of Outlet Structure 8.50 FT Value chosen by designer
(Total Elevation Head Above Center of
Total Elevation Head Above Orifice 1.32 FT Orifice)=(Temp Pool Elevation)-(Perm Pool
Elevation)-(1/2 Orifice Diameter)
Average Elevation Head Above Orifice 0.44 FT Average Elevation Head Above Orifice= 1/2 of Total
Elevation Head Above Orifice >G
Cd, Coefficient of Discharge 0.60 Value chosen by designer 4 R•--
h Low-flow Orifice 0.07 CFS Q=Cd"(Pi)((Diameter of Orifice)° ft/12
Q, Flowrate Through in)]"2/4"[2"32.2"(Averge Head)1^1/2 A (' 20 11t
Drawdown Time for 1.5-inch Runoff 3.05 DAYS (Drawdown Time)=(1.5"Runoff.VolufY►@I( "(1
day/86400 seconds)

Drainage Area #2 - East Pond
Stage-Storage Calculations for Proposed Wet Detention Pond
determine the storage capacity and characteristics of the proposed wet detention pond.
Pond side slope above Permanent Pool 3:1 Geotech Engineer specifically stated slopes
Slope of Vegetated Shelf 10:1 will be stable at 2.5:1 using available structural
fill and proper compaction during construction
Side Slope below planted shelf 2.5:1
incremental and cumulative storage of the wet detention pond per contour interval.
Stage/Storage Above Permanent Pool(Including Forebay)
Cumulative
Contour Incremental Volume, S
Contour Area(SF) Volume(CF) (CF)
8.5 11,054 0 0 +Permanent Pool
9.0 13,119 6,043 6,043 1"""
9.9 14,299 12,338 18,381 +-Temporary PoolFIVE-7
1 1 .0 15,803 15,118 34,935 I AUG I I a�j}
12.0 17,231 16,517 51,452
13.0 18,714 17,973 69,425 BY:
Stage/Storage Total Pond(Including Forebay)
Cumulative
Contour Incremental Volume, S
Contour Area(SF) Volume(CF) (CF)
1.0 0 0 0 +Pond Bottom
2.0 4,367 0 0 +Sediment Cleanout Elevation
3.0 5,065 4,716 4,716
4.0 5,803 5,434 10,150
5.0 6,580 6,192 16,342
6.0 7,396 6,988 23,330
7.0 8,252 7,824 31,154
8.0 9,147 8,700 39,853
8.5 11,054 5,050 44,903 *Permanent Pool Volume
Forebay Only(20%of Total Pond)
Cumulative
Contour Incremental Volume, S
Contour Area(SF) Volume(CF) (CF)
1.0 0 0 0 •Forebay Bottom
2.0 486 0 0 +Sediment Cleanout Elevation
3.0 694 590 590
4.0 935 815 1,405
5.0 1,202 1,069 2,473
6.0 1,490 1,346 3,819
7.0 1,799 1,645 5,464
8.0 2,127 1,963 7,427
8.5 2,842 1,242 8,669 +-Forebay Volume

S ,ki7t11.--vEITTA-1-- CA
CALCULATION
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Client 4 t SCONS1 Date C6/ 7111--
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CALCULATION
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Hydraulic Analysis Report
Project Data
Project Title: Long Beach Crossing
Designer: Kathryn Espinoza
Project Date: August 8, 2014
Project Units: U.S. Customary Units
Notes:
•
fee + CaiLS *5 C'oYie_
tr
)
Riprap Analysis: DA#2 - East Pond
Notes: DA#2 flow= Q10 - Q to LS = 6.21 -0.19 = 6.02 cfs
Input Parameters -�,�®, •, larcrRoW
Riprap Type: Culvert Outlet Protection 1paAy.. '-
Flow: 6.02 (cfs)
Culvert Diameter: 1 (ft)
Normal Depth in Culvert: 0.15 (ft)
Tailwater Depth: 0.5 (ft)
If tailwater is unknown, use 0.4D
flow is sbcritical
Result Parameters
Tailwater Depth Used in Computations: 0.5 (ft)
Culvert Diameter Used in Computations: 1 (ft)
Computed D50: 5.19 (in)
Riprap Class
Riprap shape should be angular
Riprap Class Name: NCDOT CLASS B
Riprap Class Order: 1
The following values are an 'average' of the size fraction range for the selected riprap class.
d100: 12 (in)
d85: 9 (in)
d50: 6.5 (in)
d15: 4.5 (in) EC "
AUG 1 1 2014
BY:_

Layout Recommendations
Apron Length: 4 (ft)
Apron Depth: 2 (ft)
Apron Width (at end): 5.67 (ft)
Report for channel
Channel Analysis: Channel Analysis
Notes:
Input Parameters
Channel Type: Trapezoidal
Side Slope 1 (Z1): 3.00 (ft/ft)
Side Slope 2 (Z2): 0.10 (ft/ft)
— Channel Width: 20.00 (ft)
Longitudinal Slope: 0.0290 (ft/ft)
Manning's n: 0.0350
Flow: 6.02 (cfs)
Result Parameters
Depth: 0.1488 (ft)
Area of Flow: 3.0 (ft^2)
Wetted Perimeter: 20.60 (ft)
Hydraulic Radius: 0.15 (ft)
) Average Velocity: 2.00 (ft/s)
. Top Width: 20.46 (ft)
Froude Number: 0.92
Critical Depth: 0.14 (ft)
Critical Velocity: 2.12 (ft/s)
Critical Slope: 0.035 (ft/ft)
Critical Top Width: 20.44 (ft)
Calculated Max Shear Stress: 0.27 (Ib/ft^2)
Calculated Avg Shear Stress: 0.26 (Ib/ft^2)
ECEIVE
AUG 1 12014
BY.

Hydraflow Table of Contents Long Beach Crossing.gpw
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2014 by Autodesk, Inc.v10.3 Saturday,08/9/2014
Hydrograph Return Period Recap 1
10 - Year
Summary Report 2
Hydrograph Reports 3
Hydrograph No. 1, SCS Runoff, Pre-Dev 3
Ls/vr-5"`1 ', Hydrograph No. 2, SCS Runoff, Post-Dev: DA#1 4
LsiiiF5'. - Hydrograph No. 3, SCS Runoff, Post-Dev: DA#2 5
tstes Hydrograph No. 4, SCS Runoff, Post-Dev: DA#3 6
--ve Hydrograph No. 5, Reservoir, Pond#1 - West Pond 7
Pond Report - West Pond 8
Hydrograph No. 6, Reservoir, Pond #2 - East Pond 9
Pond Report - East Pond 10
Hydrograph No. 7, SCS Runoff, Post-Dev: DA#4 - uncontrolled runoff 11
Hydrograph No. 8, Combine, Post-Dev Combined 12
Hydrograph No. 9, Combine, Post-Dev Uncontrolled 13
Hydrograph No. 10, SCS Runoff, Channel Piping - Rear of Site 14
!CEVEfl

1
Hydrograph Return PeriodHap
RecRyQrog rap hs Extension for AutoCAD®Civil 3D®2014byAutodesk, Inc.v10.3
Hyd. Hydrograph Inflow Peak Outflow(cfs) Hydrograph
No. type hyd(s) Description
(origin) 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 50-yr 100-yr
1 SCS Runoff 20.54 27.83 0.000 28.75 51.28 61.10 70.62 79.55 Pre-Dev
2 SCS Runoff 14.91 18.26 0.000 18.68 28.66 32.97 37.16 41.09 Post-Dev:DA#1
3 SCS Runoff 12.80 16.00 0.000 16.40 25.90 29.97 33.92 37.62 Post-Dev:DA#2
4 SCS Runoff 3.539 4.318 0.000 4.416 6.746 7.755 8.733 9.654 Post-Dev: DA#3
5 Reservoir 2 12.98 16.77 0.000 17.17 23.90 25.37 26.59 27.66 Pond#1 -West Pond
6 Reservoir 3 4.166 4.836 0.000 4.912 6.207 6.598 9.706 14.65 Pond#2-East Pond
7 SCS Runoff 3.620 4.927 0.000 5.093 9.147 10.92 12.64 14.25 Post-Dev: DA#4-uncontrolled runo
8 Combine 4,5,6, 20.35 27.19 0.000 27.86 40.23 43.93 47.35 50.37 Post-Dev Combined
7
9 Combine 2,3,4, 33.49 41.58 0.000 42.59 66.71 77.11 87.19 96.65 Post-Dev Uncontrolled
7,
10 SCS Runoff 161.45 214.61 0.000 221.33 384.47 455.50 524.38 589.02 Channel Piping-Rear of Site
Proj. file: Long Beach Crossing.gpw Saturday, 08/9/2014

2
Hydrograph Summary Re rt
pl�?dow Hydrographs Extension for AutoCAD®Civil 3D®2014 by Autodesk, Inc.v10.3
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cult) (ft) (cuft)
1 SCS Runoff 51.28 2 730 211,230 Pre-Dev
2 SCS Runoff 28.66 2 728 124,072 Post-Dev:DA#1
3 SCS Runoff 25.90 2 728 107,193 Post-Dev: DA#2
4 SCS Runoff 6.746 2 728 29,612 Post-Dev:DA#3
5 Reservoir 23.90 2 734 123,570 2 12.75 27,527 Pond#1 -West Pond
6 Reservoir 6.207 2 754 105,949 3 11.94 50,423 Pond#2-East Pond
7 SCS Runoff 9.147 2 720 24,103 Post-Dev: DA#4-uncontrolled runo
8 Combine 40.23 2 728 283,234 4,5,6, Post-Dev Combined
7
9 Combine 66.71 2 728 284,979 2,3,4, Post-Dev Uncontrolled
7,
10 SCS Runoff 384.47 2 818 5,495,657 Channel Piping-Rear of Site
Lbng Beach Crossing.gpw Return Period: 10 Year Saturday, 08/9/2014

3
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2014 by Autodesk, Inc.v10.3 Saturday,08/9/2014
Hyd. No. 1
Pre-Dev
Hydrograph type = SCS Runoff Peak discharge = 51.28 cfs
Storm frequency = 10 yrs Time to peak = 730 min
Time interval = 2 min Hyd. volume = 211,230 cuft
Drainage area = 12.140 ac Curve number = 82
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 15.00 min
Total precip. = 7.00 in Distribution = Type Ill
Storm duration = 24 hrs Shape factor = 484
Pre-Dev
Q (cfs) Q (cfs)
Hyd. No. 1 -- 10 Year
60.00 60.00
i — --
50.00 50.00
40.00 40.00
30.00 30.00
20.00 20.00
10.00 10.00
0.00 - 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 1

4
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2014 by Autodesk, Inc.v10.3 Saturday,08/9/2014
Hyd. No. 2
Post-Dev: DA#1
Hydrograph type = SCS Runoff Peak discharge = 28.66 cfs
Storm frequency = 10 yrs Time to peak = 728 min
Time interval = 2 min Hyd. volume = 124,072 cuft
Drainage area = 4.990 ac Curve number = 97
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 10.00 min
Total precip. = 7.00 in Distribution = Type Ill
Storm duration = 24 hrs Shape factor = 484
Post-Dev: DA#1
Q (cfs) Q (cfs)
Hyd. No. 2 -- 10 Year
30.00 30.00
25.00 25.00
20.00 20.00
15.00 15.00
10.00 10.00
5.00 5.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 2

5
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2014 by Autodesk, Inc.v10.3 Saturday,08/9/2014
Hyd. No. 3
Post-Dev: DA#2
Hydrograph type = SCS Runoff Peak discharge = 25.90 cfs
Storm frequency = 10 yrs Time to peak = 728 min
Time interval = 2 min Hyd. volume = 107,193 cuft
Drainage area = 4.640 ac Curve number = 93
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = Time of conc. (Tc) = 10.00 min
Total precip. = 7.00 in Distribution = Type Ill
Storm duration = 24 hrs Shape factor = 484
Post-Dev: DA#2
Q (cfs) Q (cfs)
Hyd. No. 3 -- 10 Year
28.00 28.00
i __ ___ __
24.00 24.00
20.00 20.00
16.00 - 16.00
-I—_±7
12.00 12.00
8.00 I _ 8.00
-_
4.00 4.00
0.00 �' - 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time(min)
Hyd No. 3

6
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2014 by Autodesk, Inc.v10.3 Saturday,08/9/2014
Hyd. No. 4
Post-Dev: DA#3
Hydrograph type = SCS Runoff Peak discharge = 6.746 cfs
Storm frequency = 10 yrs Time to peak = 728 min
Time interval = 2 min Hyd. volume = 29,612 cuft
Drainage area = 1.170 ac Curve number = 98
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = Time of conc. (Tc) = 10.00 min
Total precip. = 7.00 in Distribution = Type III
Storm duration = 24 hrs Shape factor = 484
Post-Dev: DA#3
Q (cfs) Q (cfs)
Hyd. No. 4 -- 10 Year
7.00 7.00
6.00 6.00
5.00 - 5.00
4.00 4.00
3.00 3.00
2.00 2.00
1.00 � _ 1.00
0.00 - 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time(min)
Hyd No. 4

7
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2014 by Autodesk, Inc.v10.3 Saturday,08/9/2014
Hyd. No. 5
Pond#1 - West Pond
Hydrograph type = Reservoir Peak discharge = 23.90 cfs
Storm frequency = 10 yrs Time to peak = 734 min
Time interval = 2 min Hyd. volume = 123,570 cuft
Inflow hyd. No. = 2 - Post-Dev: DA#1 Max. Elevation = 12.75 ft
Reservoir name = West Pond Max. Storage = 27,527 cuft
Storage Indication method used.
Pond#1 - West Pond
Q (cfs) 0 (cfs)
Hyd. No. 5 -- 10 Year
30.00 - 30.00
25.00 - 25.00
20.00 20.00
15.00 15.00
L_
10.00 10.00
--
5.00 5.00
0.00 - 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 5 Hyd No. 2 111111 Total storage used = 27,527 cuft

Pond Report 8
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2014 by Autodesk, Inc.v10.3 Saturday,08/9/2014
Pond No. 1 - West Pond
Pond Data
Contours-User-defined contour areas.Conic method used for volume calculation. Begining Elevation=10.00 ft
Stage/Storage Table
Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cuft) Total storage(cuft)
0.00 10.00 8,293 0 0
1.00 11.00 9,477 8,878 8,878
2.00 12.00 10,721 10,092 18,969
3.00 13.00 12,024 11,365 30,334
4.00 14.00 13,383 12,696 43,030
Culvert/Orifice Structures Weir Structures
[A] [B] [C] [PrfRsr] [A] [B] [C] [D]
Rise(in) = 24.00 2.00 0.00 0.00 Crest Len(ft) = 16.00 20.00 0.00 0.00
Span(in) = 24.00 2.00 0.00 0.00 Crest El.(ft) = 12.00 13.50 0.00 0.00
No.Barrels = 1 1 0 0 Weir Coeff. = 3.10 2.60 3.33 3.33
Invert El.(ft) = 9.00 10.00 0.00 0.00 Weir Type = 1 Broad --- ---
Length(ft) = 45.00 67.00 0.00 0.00 Multi-Stage = Yes No No No
Slope(%) = 2.20 0.75 0.00 n/a
N-Value = .013 .013 .013 n/a
Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfil.(in/hr) = 0.000(by Contour)
Multi-Stage = n/a Yes No No TW Elev.(ft) = 0.00
Note:Culvert/Orifice outflows are analyzed under inlet(ic)and outlet(oc)control. Weir risers checked for orifice conditions(ic)and submergence(s).
Stage(ft) Stage/ Discharge Elev(ft)
4.00 - 14.00
3.00 13.00
2.00 12.00
1.00 11.00
0.00 10.00
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00
Discharge(cfs)
Total Q

9
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2014 by Autodesk, Inc.v10.3 Saturday,08/9/2014
Hyd. No. 6
Pond #2 - East Pond
Hydrograph type = Reservoir Peak discharge = 6.207 cfs
Storm frequency = 10 yrs Time to peak = 754 min
Time interval = 2 min Hyd. volume = 105,949 cuft
Inflow hyd. No. = 3 - Post-Dev: DA#2 Max. Elevation = 11.94 ft
Reservoir name = East Pond Max. Storage = 50,423 cuft
Storage Indication method used.
Pond #2 - East Pond
Q (cfs) Q (cfs)
Hyd. No. 6-- 10 Year
28.00 28.00
24.00 24.00
20.00 20.00
16.00 16.00
12.00 12.00
8.00 8.00
4.00 4.00
0.00 . 0.00
0 360 720 1080 1440 1800 2160 2520 2880 3240 3600 3960
Time(min)
Hyd No. 6 Hyd No. 3 1 1 1 1 1 ! Total storage used = 50,423 cuft

Pond Report 10
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2014 by Autodesk, Inc.v10.3 Saturday,08/9/2014
Pond No. 2 - East Pond
Pond Data
Contours-User-defined contour areas.Conic method used for volume calculation.Begining Elevation=8.50 ft
Stage/Storage Table
Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cuft) Total storage(cuft)
0.00 8.50 11,054 0 0
0.50 9.00 13,119 6,035 6,035
1.50 10.00 14,433 13,769 19,805
2.50 11.00 15,803 15,111 34,916
3.50 12.00 17,231 16,510 51,426
4.50 13.00 18,714 17,966 69,392
Culvert/Orifice Structures Weir Structures
[A] [B] [C] [PrfRsr] [A] [B] [C] [D]
Rise(in) = 12.00 2.00 0.00 0.00 Crest Len(ft) = 8.00 20.00 0.00 0.00
Span(in) = 12.00 2.00 0.00 0.00 Crest El.(ft) = 9.90 12.50 0.00 0.00
No.Barrels = 1 1 0 0 Weir Coeff. = 3.10 2.60 3.33 3.33
Invert El.(ft) = 8.50 8.50 0.00 0.00 Weir Type = 1 Broad --- ---
Length(ft) = 48.00 1.00 0.00 0.00 Multi-Stage = Yes No No No
Slope(%) = 1.06 1.00 0.00 n/a
N-Value = .013 .013 .013 n/a
Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfil.(in/hr) = 0.000(by Contour)
Multi-Stage = n/a Yes No No TW Elev.(ft) = 0.00
Note:Culvert/Orifice outflows are analyzed under inlet(ic)and outlet(cc)control. Weir risers checked for orifice conditions(ic)and submergence(s).
Stage(ft) Stage/ Discharge Elev(ft)
5.00 13.50
4.00 12.50
3.00 11.50
j... ___ ____ _
2.00 10.50
1.00 9.50
_
0.00 __. . 8.50
0.00 3.00 6.00 9.00 12.00 15.00 18.00 21.00 24.00 27.00
Discharge(cfs)
Total Q

11
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2014 by Autodesk, Inc.v10.3 Saturday,08/9/2014
Hyd. No. 7
Post-Dev: DA#4 - uncontrolled runoff
Hydrograph type = SCS Runoff Peak discharge = 9.147 cfs
Storm frequency = 10 yrs Time to peak = 720 min
Time interval = 2 min Hyd. volume = 24,103 cuft
Drainage area = 1.340 ac Curve number = 81
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 10.00 min
Total precip. = 7.00 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Post-Dev: DA#4 - uncontrolled runoff
Q (cfs) Q (cfs)
Hyd. No. 7 -- 10 Year
10.00 10.00
8.00 8.00
6.00 6.00
4.00 - 4.00
2.00 2.00
0.00 ,-----'` - 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 7

12
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2014 by Autodesk, Inc.v10.3 Saturday,08/9/2014
Hyd. No. 8
Post-Dev Combined
Hydrograph type = Combine Peak discharge = 40.23 cfs
Storm frequency = 10 yrs Time to peak = 728 min
Time interval = 2 min Hyd. volume = 283,234 cuft
Inflow hyds. = 4, 5, 6, 7 Contrib. drain. area = 2.510 ac
Post-Dev Combined
Q (cfs) Q (cfs)
Hyd. No. 8 -- 10 Year
50.00 50.00
40.00 _ 40.00
30.00 - 30.00
20.00 20.00
10.00 10.00
1
0.00 - 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time(min)
Hyd No. 8 Hyd No. 4 Hyd No. 5 Hyd No. 6
Hyd No. 7

13
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2014 by Autodesk,Inc.v10.3 Saturday,08/9/2014
Hyd. No. 9
Post-Dev Uncontrolled
Hydrograph type = Combine Peak discharge = 66.71 cfs
Storm frequency = 10 yrs Time to peak = 728 min
Time interval = 2 min Hyd. volume = 284,979 cuft
Inflow hyds. = 2, 3, 4, 7 Contrib. drain. area = 12.140 ac
Post-Dev Uncontrolled
Q (cfs) Hyd. No. 9 -- 10 Year Q (cfs)
70.00 70.00
60.00 60.00
50.00 50.00
40.00 40.00
30.00 30.00
20.00 .T_.._� 20.00
10.00 ) 10.00
- 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 9 Hyd No. 2 Hyd No. 3 Hyd No. 4
Hyd No. 7

14
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2014 by Autodesk, Inc.v10.3 Saturday,08/9/2014
Hyd. No. 10
Channel Piping - Rear of Site
Hydrograph type = SCS Runoff Peak discharge = 384.47 cfs
Storm frequency = 10 yrs Time to peak = 818 min
Time interval = 2 min Hyd. volume = 5,495,657 cuft
Drainage area = 289.000 ac Curve number = 85
Basin Slope = 0.7 % Hydraulic length = 7213 ft
Tc method = LAG Time of conc. (Tc) = 156.70 min
Total precip. = 7.00 in Distribution = Type Ill
Storm duration = 24 hrs Shape factor = 484
Channel Piping - Rear of Site
Q (cfs) Q (cfs)
Hyd. No. 10 -- 10 Year
420.00 420.00
360.00 360.00
300.00 300.00
240.00 240.00
180.00 180.00
120.00 120.00
60.00 60.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 1680
Time (min)
Hyd No. 10

fVE34 '3 1
Watershed Model SchematiHydraflowHydrographsExtensionforAutoCAD®Civil3D®2013byAutodesk,Inc.v10
1 2 3
4 10
CD aD CD CD 7
V
5 v
k v
6
• .9
v
, a,444 101150,,,1
1i
le
® E S ®r
025503
Legend Y''".i°Y,� ,• 14- - 44/--
Hvd. Oriain Description r�e,R,17-3 `'�"a�rtica�'so%�®
1 SCS Runoff Pre-Dev
2 SCS Runoff Post-Dev:DA#1
7
3 SCS Runoff Post-Dev:DA#2
4 SCS Runoff Post-Dev: DA#3 I 1°1-
5 Reservoir Pond#1 -West Pond AUG
6 Reservoir Pond#2-East Pond ('(�;�P
7 SCS Runoff Post-Dev: DA#4-uncontrolled runoff
8 Combine Post-Dev Combined BY:
9 Combine Post-Dev Uncontrolled
10 SCS Runoff Channel Piping-Rear of Site
Project: Long Beach Crossing.gpw Friday, 08/ 15/2014

Hydraflow Table of Contents Long Beach Crossing.gpw
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.v10 Friday,08/15/2014
Watershed Model Schematic 1
Hydrograph Return Period Recap 2
10 - Year
Summary Report 3
Hydrograph Reports 4
Hydrograph No. 4, SCS Runoff, Post-Dev DA#3 4
IDF Report 5

2
Hydrograph Return Period Hyyoraf now rographs Extension for AutoCAD®Civil 3D®2013 by Autodesk, Inc.v10
Hyd. Hydrograph Inflow Peak Outflow(cfs) Hydrograph
No. type hyd(s) - Description
(origin) 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 50-yr 100-yr
1 SCS Runoff 19.68 26.90 0.000 27.82 50.26 60.08 69.61 78.56 Pre-Dev
2 SCS Runoff 14.94 18.30 0.000 18.71 28.72 33.04 37.23 41.17 Post-Dev:DA#1
3 SCS Runoff 12.80 16.00 0.000 16.40 25.90 29.97 33.92 37.62 Post-Dev:DA#2
4 SCS Runoff 4.064 4.958 0.000 5.070 7.744 8.901 10.02 11.08 Post-Dev:DA#3
5 Reservoir 2 12.91 15.30 0.000 15.55 20.65 22.41 23.87 28.65 Pond#1 -West Pond
6 Reservoir 3 5.920 7.095 0.000 7.212 9.190 9.872 10.46 10.93 Pond#2-East Pond
7 SCS Runoff 3.593 4.890 0.000 5.055 9.078 10.84 12.54 14.14 Post-Dev:DA#4-uncontrolled runo
8 Combine 4, 5,6, 21.74 27.66 0.000 28.15 38.50 42.46 46.10 49.42 Post-Dev Combined
7
9 Combine 2, 3,4, 33.50 41.59 0.000 42.60 66.73 77.13 87.21 96.68 Post-Dev Uncontrolled
7,
10 SCS Runoff 161.45 214.61 0.000 221.33 384.47 455.50 524.38 589.02 Channel Piping-Rear of Site
Proj. file: Long Beach Crossing.gpw Friday, 08/ 15/2014

3
Hydrograph Summary Re pqyd aflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk, Inc.v10
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 SCS Runoff 50.26 2 730 206,456 Pre-Dev
2 SCS Runoff 28.72 2 728 124,321 Post-Dev:DA#1
3 SCS Runoff 25.90 2 728 107,193 Post-Dev:DA#2
4 SCS Runoff 7.744 2 724 26,920 Post-Dev: DA#3
5 Reservoir 20.65 2 736 117,307 2 13.02 30,588 Pond#1 -West Pond
6 Reservoir 9.190 2 748 105,619 3 11.49 42,976 Pond#2-East Pond
7 SCS Runoff 9.078 2 720 23,923 Post-Dev: DA#4-uncontrolled runo
8 Combine 38.50 2 728 276,461 4,5,6, Post-Dev Combined
7
9 Combine 66.73 2 728 285,048 2,3,4, Post-Dev Uncontrolled
7,
10 SCS Runoff 384.47 2 818 5,495,657 Channel Piping-Rear of Site
Long Beach Crossing.gpw Return Period: 10 Year Friday, 08/ 15/2014

4
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk, Inc.v10 Friday, 08/15/2014
Hyd. No. 4
Post-Dev: DA#3
Hydrograph type = SCS Runoff Peak discharge = 7.744 cfs
Storm frequency = 10 yrs Time to peak = 724 min
Time interval = 2 min Hyd. volume = 26,920 cuft
Drainage area = 1.170 ac Curve number = 98
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 5.00 min
Total precip. = 7.00 in Distribution = Type Ill
Storm duration = 24 hrs Shape factor = 484
Post-Dev: DA#3
Q (cfs) Q (cfs)
Hyd. No. 4 -- 10 Year
8.00 8.00
6.00 - 6.00
4.00 4.00
2.00 - 2.00
0.00 4 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440
Time(min)
Hyd No. 4

5
Hydraflow Rainfall Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk, Inc.v10 Friday,08/15/2014
Return Intensity-Duration-Frequency Equation Coefficients(FHA)
Period
(Yrs) B D E (N/A)
1 0.0000 0.0000 0.0000
2 89.5437 18.8000 0.8594
3 0.0000 0.0000 0.0000
5 100.9273 21.2000 0.8339
10 121.7955 23.5000 0.8431
25 155.4313 26.2001 0.8570
50 171.2890 27.3001 0.8521
100 198.5614 28.8001 0.8606
File name:Wilmington NC.idf
Intensity= B/(Tc + D)AE
Return Intensity Values(in/hr)
Period
(Yrs) 5 min 10 15 20 25 30 35 40 45 50 55 60
1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2 5.88 4.99 4.35 3.86 3.48 3.17 2.92 2.70 2.52 2.36 2.22 2.10
3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5 6.63 5.73 5.06 4.54 4.13 3.79 3.51 3.27 3.06 2.88 2.72 2.58
10 7.23 6.31 5.61 5.06 4.62 4.25 3.94 3.68 3.45 3.25 3.08 2.92
25 8.15 7.17 6.42 5.82 5.33 4.92 4.57 4.28 4.02 3.79 3.59 3.41
50 8.87 7.84 7.05 6.41 5.88 5.44 5.07 4.74 4.46 4.22 4.00 3.80
100 9.60 8.52 7.68 7.00 6.43 5.96 5.56 5.21 4.90 4.63 4.39 4.18
Tc=time in minutes.Values may exceed 60.
Precip.file name:Wilmington NC.pcp
Rainfall Precipitation Table (in)
Storm
Distribution 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 50-yr 100-yr
SCS 24-hour 3.70 4.50 0.00 4.60 7.00 8.04 9.05 10.00
SCS 6-Hr 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-1st 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-2nd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-3rd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-4th 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-Indy 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Custom 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

XE
KELLER ENVIRONMENTAL
ENVIRONMENTAL CONSULTANTS
June 24, 2014
To: Emily Hughes
US Army Corps of Engineers
Wilmington Regulatory Office
69 Darlington Avenue
Wilmington NC 28403
Re: Long Beach Crossing rEIVEtSouthport; Brunswick County, North Carolina
Keller Environmental Job No. 1226 3 0 2014
USACE AID# SAW-2008-01912
Dear Emily:
Thank you for assisting Visconsi Companies Ltd., McKim & Creed and Keller Environmental
(KE) with the jurisdictional permitting concerning the proposed retail shopping center. Visconsi is.
currently under contract with Coastal Carolina Commercial Development, LLC to purchase and re-
develop this property. We are pleased to submit the following project to you for US Army Corps of
Engineers (COE) 404 approval using Nationwide Permits (NWP) 18 and 39. We are requesting
NWP 18 to impact 2,599 SF (0.06 Acres) of riparian wetland areas and NWP 39 for 89 LF of stream
impacts.
Existing Conditions- The existing commercial property is located at 4891 Long Beach Road in
Southport, NC. It is '/4-mile south of the intersection of NC-211 (Southport Supply Road) and NC-133
(Long Beach Road). The property is forested primarily with mixed pine/hardwood. There are 2
perennial streams. Jump and Run Creek flows from the western part of the property and confluences
with the northern tributary. The flow proceeds southwest to NC133. There are also existing
structures remaining from the Lowes Home Improvement prior to its move up the street to NC211
intersection. A sewer line parallels the northern tributary and Jump and Run Creek to the east.
NCDOT is currently constructing the NC133 (Long Beach Road; R-3324)) bypass road at the front of
the parcel. The former acreage of the tract when delineated is 31.423- acres. The new acreage is
27.46-acres due to the new bypass road
A large (6.783 acre) wetland exists on the western end of the property. It's mostly comprised
of a bottomland hardwood forest. However, venus fly traps, pitcher plants and sundews were
present along the northern edge of the western wetland area. The general land use in the vicinity of
the project consists of residential subdivisions, shopping centers, mini-storage and forested areas.

Long Beach Crossing
404 Permit Submittal
June 24, 2014
Page 2 of 2
Proposed Wetland Impacts- There are two (2) small wetland areas in the northwest corner of the parcel.
Please refer to Sheet E3 and the jurisdictional survey. They are located on the sewer line easement
adjacent to the UT to Jump and Run Creek. We are proposing removing the 2,599 SF (0.06 Acres) areas.
This will allow for the retail shopping center and its associated structures to be properly placed in the
parcel's buildable area. Utilizing NWP 18 will allow for the proposed level spreader to be placed in contour
with the existing sewer easement and topography while maintaining diffuse flow to the perennial stream.
Proposed Stream Impacts- At the rear of the proposed retail shopping center and near the two
aforementioned wetland areas, there is a proposed stream impact. Please refer to Sheet E3 and the
jurisdictional survey. We are proposing culverting the 89-linear feet reach. This stream location has an
abrupt bend and is directly adjacent to the property line. Culverting it will allow for the drainageway to
stay on the site and allow for the fire lane and loading areas to be properly graded. Utilizing NWP 39
will allow for the proposed culvert to be placed in accordance with the regional conditions; i.e., below
stream grade.
Stream and Wetland Protection- The large (6.783 acre) western wetland and surrounding upland areas will
be preserved to protect Jump & Run Creek and downstream waterways. Approximately 2,700 linear feet of
perennial streams and their associated riparian buffers will also be protected.
We have attached several items to the attached PCN to assist your review of the project. If you
should have questions or require additional clarification please feel free to contact me at 749-8259 (cell) or
email: jav(a�kellerenvironmental.com.
Sincerely,
Keller Environmental, LLC
Jay Keller
Principal
Cc: Jeff Cossel; Visconsi
Rick Moore, PE; McKim & Creed
Attachments:
Agent Authorizations (2 pages) Brunswick County 2008 GIS aerial
June 23, 2014 PCN Brunswick County 2012 GIS aerial
Long Beach Crossing Engineering August 14, 2009 Wetland Location
Plans (3 pages) Survey (2 pages)

ATTACHMENT 4 - PROPERTY DEED

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NORTH CAROLINA CORRECTION DEED
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Parcel Identifier No. J` VGyOo _�i1Q
No certifications or opinion on title is expressed by the preparer of this deed except as may
appear from the preparer's signed certificate or opinion.
Prepared by and mail to: Kipke 4 ose,P.A., 114 N.How' Street,Southport,NC 28461
This Deed is made this day of — i-01 y and between
allEOFFF1T X
Reversionary Interest
GRANTOR GRANTEE
Pendar Land Holding Companyck, o_atstal Carolina Commercial
I�� nn11(,�J-1velo ment,LLC
r [N J ura�c r Baa
286 Rice Mill Dr. l') ADO
Pawleys Island,SC 29585 31 RI Tr Drive
Southport,NC 28461
❑By checking this box,Grantor
acknowledges that subject property described
herein includes a rims resid nce.
The designation GRANTOR andttils-t►sedLkall include said parties,their heirs,
successors,and assigns,and shall siiI i- " masculine,feminine or neuter as
required by context. h (SgL�
WITNESSETH,that,GRANTOR,in consideration of TEN AND NO/100($10.00)
DOLLARS and other good and valuable consideration paid by,GRANTEE,the receipt of which
is hereby acknowledged,by then resents,do give,grant,bargain,sell and convey unto the said
GRANTEES,and GRANTEES'he©t? pccessors. I� rever,in fee simple,all that
certain lot or parcel of land located in tli..q' unt oB� ick,State of North Carolina,and
more particularly described as foil - uuw,rcFrrBmQ
speez
Grantor also conveys that reversionary interest retained in the deed from Grantor to
The Southport-Oak Island Chamber of Commerce in Deed Book 576 at Page 382,
Brunswick County Registry.
The wrong Deed and Bonk ijage was listed for the r v rsionary interest in the Tract
Two description from the Gra#ittRi in Dg �13ol j llat'Page 555.
Ifj�� USGUIFF r tQ
TO HAVE AND TO HOLD the aforesam-lotaVolll of land and all privileges and
appurtenances,thereto belonging,to the said GRANTEES and said GRANTEES'heirs,

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successors,and assigns,forever,in fee simple;and the GRANTOR,for itself,its successors and
assigns,do covenant with the said GRANTEES and said GRANTEES'heirs,successors and
assigns,that GRANTOR is seized of the premises in fee simple,and have the right to convey the
same in the estate aforesaid,that title is marketable and free and clear of all encumbrances,
except as herein stated,and that`ORANTOR hereby will.,w F a nt and defend the title against the
lawful claims of all persons whomsoeV ,e cent�f ` r, e (ions herein stated.
f (\�© ; J
Title to the property here�i�nab ve is s c�uo, ie Mowing exceptions:
aCZfZ,
1. Easements for utilities and rights of way in the chain of title.
2. Restrictive covenants of record.
IN WITNESS WHEREOF,the GRANTOR has duly executed the foregoing as of the day
and year first above written. n-o% �Id�Q r_
C -13, 1 it olding Company,Inc.
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4orge .
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President
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STATE OF \CacO, (��� f �Iil"�' L
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COUNTY OF r�P IPtb ..b}(1. I� � J
I, (1a5 ,a Notary Public for said state and county,do hereby
certify that George C.Sugg,Jr.,principal(s),personally appeared before me this day,each
acknowledging to me that he voluntarily signed the foregoing document for the purpose stated
therein and acknowledged that he is President of Pendar Land Holding Company,Inc.,a South
Carolina corporation,and that by ttgthority duly given and�c_,�the act of such entity,he signed the
signed the foregoing instrument in its�rr e oni l Asnk et and deed.
Witness my hand and official se0141C, t.f lu Fd i f fi e- ,2010.
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ATTACHMENT 5 - S&ME SOILS REPORT

GEOTECHNICAL ENGINEERING REPORT
STORMWATER BMPs
LONG BEACH CROSSING
SOUTHPORT, NORTH CAROLINA
S&ME Project No. 1061-13-434A
Prepared For:
Visconsi Companies, Ltd.
30050 Chagrin Boulevard, Suite 360
Pepper Pike, OH 44124
Prepared By:
S&ME
3006 Hall Waters Drive, Suite 100
Wilmington, NC 28405
NC PE Firm License No. F-0176
May 5, 2014

S&m
E
May 5, 2014
Visconsi Companies, Ltd.
30050 Chagrin Boulevard, Suite 360
Pepper Pike, OH 44124
Attention: Mr. Jeffrey Cossel, P.B.
Development Manager
icosselailvisconsi.com
Reference: Geotechnical Engineering Report
Stormwater BMPs
Long Beach Crossing
Southport, North Carolina
S&ME Project No. 1061-13-434A
Dear Mr. Cossel:
We are pleased to present this Geotechnical Engineering Report for the Stormwater Best
Management Practices(BMPs) for the above-referenced project. Our services were
provided in general accordance with S&ME Proposal No. 169-13 dated November 20,
2013. This report presents the findings of our subsurface exploration along with
geotechnical design and construction recommendations based on these findings. The
recommendations given in this report should be incorporated into the design drawings,
specifications, and contract documents for this project.
S&ME appreciates having the opportunity to be of service to you during this phase of the
project. If you have any questions or comments after reviewing this report,please let us
know so we can address them.
Sincerely,
S&ME Inc. Qi1�► CAtio
' ZQ •F • ryy,�
SEAL
SA/lief/ 'IA S
314,
Tom Schipporeit, P.E. SAI, sc # Paul Masten, L.S.S., P.W.S., LEED-AP
Senior Geotechnical Engineer NM4 Project Scientist
[e-mail] pmastendsmeinc.com
T:\Projects\2013\GEO\1061-13.434A Long Beach Crossing\Report - Stormwater BMPs\Geotech Report for SW
BMPs.docx
S&ME,INC./3006 Hail Waters Drive,Suite 100/Wilmington,NC 28405/p 910.799.9945/www.smeinc.com

Geotechnical Engineering Report S&ME Project No. 1061-13-343A
Stormwater BMPs, Long Beach Crossing, Southport, NC May 5, 2014
TABLE OF CONTENTS
1 PROJECT BACKGROUND 1
1.1 INFORMATION SOURCES 1
1.2 PROJECT DESCRIPTION 1
1.3 ASSUMPTIONS 1
1.4 SITE DESCRIPTION 2
2 FIELD EXPLORATION PROGRAM 2
2.1 SOIL TEST BORINGS 2
2.2 SOIL TESTING FOR STORM WATER FACILITIES 3
3 LABORATORY TESTING 4
4 SUBSURFACE CONDITIONS 4
4.1 SOIL TEST BORINGS 4
4.2 SOIL EVALUATION FOR STORM WATER FACILITIES 5
5 CONCLUSIONS AND RECOMMENDATIONS 5
6 LIMITATIONS OF GEOTECHNICAL REPORT 8
APPENDIX
Important Information about Your Geotechnical Engineering Report
Figure 1 - Site Vicinity Map
Figure 2 - Boring Location Plan
Figures 3 through 5- Generalized Subsurface Profiles
Legend to Soil Classification and Symbols
Boring Logs
Soil Science Hand Auger Boring Logs
Laboratory Test Results

Geotechnical Engineering Report S&ME Project No. 1061-13-343A
Stormwater BMPs, Long Beach Crossing, Southport, NC May 5, 2014
1 PROJECT BACKGROUND
1.1 Information Sources
This report is based on the following sources of information:
• Mr. Jeffrey Cossel of Visconsi Companies.
• Visconsi Companies Requirements for Geotechnical Investigation Reports dated August 11,
2006.
• Grading and Drainage Plan, Drawing No. 8, prepared by McKim& Creed, dated February
18, 2014.
• Meeting between representatives of NCDENR, McKim& Creed, and S&ME on April 9,
2014.
• Property information from the Brunswick County GIS website.
• S&ME's past experience with similar projects and general subsurface conditions in the
project area, includin, preliminary geotechnical services for the proposed stormwater
management features'.
1.2 Project Description
We understand that Viconsi plans to construct a retail development at the subject site. The
project will include an anchor retail building, an attached retail building, a future development
area for another building, paved roadways and parking lots, outparcels, and two stormwater
quality/detention areas as Best Management Practices (BMPs).
1.3 Assumptions
We assume that:
• The soils removed from the stormwater quality/detention areas will be used as structural fill
at the site, if possible.
• The soil and groundwater at the subject site are not contaminated.
We have made these assumptions based on the project information provided to us and our
experience with similar projects. The conclusions and recommendations given in this report
are based on the background information provided to us and on our assumptions.
'Preliminary Soil Evaluations for Stormwater Best Management Practices Suitability,Proposed Retail
Development,Long Beach Road SE, Southport,North Carolina,S&ME Project No. 1061-13-434,dated July 2,
2013,prepared for Visconsi Companies,prepared by S&ME.
1

Geotechnical Engineering Report S&ME Project No. 1061-13-343A
Stormwater BMPs, Long Beach Crossing, Southport, NC May 5, 2014
1.4 Site Description
The site is at the approximate location as shown on Figure 1. The site is comprised of a parcel
designated 22100057 on the Brunswick County GIS website. The site totals 27.67 acres in size
and is bounded to the east by a proposed NCDOT roadway and to the southwest by a perennial
stream. An existing sanitary sewer easement is located near the southwestern and western site
boundaries. The majority of the site is undeveloped and wooded. The northeastern portion of
the site was occupied by a commercial building and concrete pavements at the time of our field
work in January 2014.
2 FIELD EXPLORATION PROGRAM
2.1 Soil Test Borings
S&ME's subcontract driller advanced soil test borings in or near the locations of the proposed
western and eastern stormwater BMP between January 7 and 15, 2014. These borings are
designated B-6, B-7, B-17, B-21, B-22, B-23, and B-24. S&ME personnel located the borings
in the field by using a hand-held GPS unit and measuring distances from existing site features.
The approximate boring locations are shown in Figures 2A and 2B.
The soil test borings were drilled using wash boring drilling procedures with a CME-45 drill rig
mounted on a tow-behind trailer. Within the borings, samples of subsurface soils were
generally taken at 2.5-foot intervals within the upper 10 feet, and at 5-foot intervals thereafter
using a split-spoon sampler. Standard penetration testing(SPT)was performed in conjunction
with split-spoon sampling in general accordance with ASTM D 1586.
At completion of the drilling operations temporary slotted PVC standpipe piezometers were
installed in Boring B-7. The remaining soil test borings were left open. S&ME's subcontract
driller also advanced auger probe borings without sampling at the locations designated as SW-6
through SW-13 on Figure 2 to depths of 8 to 15 feet below the ground surface. Temporary
slotted PVC standpipe piezometers were installed in these boreholes. On January 17, 2014,
groundwater depths were measured in the piezometers and the open boreholes. The open
boreholes were then backfilled. Groundwater levels were also measured in the piezometers on
February 6 and April 3, 2014.
Representative portions of the split-spoon samples were returned to our laboratory for visual-
manual classification in general accordance with the Unified Soil Classification System.
Boring logs containing soil descriptions, SPT N-values, and drilling observations are included
with this report.
S&ME personnel measured the ground surface elevations at some of the boring locations (SW-
6 through SW-13, B-6, B-7, B-17, and B-22 using a rod and level on January 17, 2014. The
rim elevation of the sanitary sewer manhole near the southern property corner was provided by
McKim& Creed as 10.02 feet, and was used a benchmark for our measurements.
2

Geotechnical Engineering Report S&ME Project No. 1061-13-343A
Stormwater BMPs, Long Beach Crossing, Southport, NC May 5, 2014
2.2 Soil Testing for Stormwater Facilities
During the initial preliminary soil evaluations performed in June 2013, our personnel observed
that the perennial stream present along the southwestern property border appears to have been
deepened at some time in the past. This was evidenced by soil piles observed along both sides
of the stream, steep stream bank slopes, and sloughing and erosion of the stream bank. This
presents the potential for additional, man-induced drainage of the soils adjacent to the stream.
Our soil testing for the proposed stormwater management facilities included evaluation of the
soils for the evidence of a relic seasonal high water table associated with pre-stream
modification soil conditions and measurement of hydraulic conductivity rates. S&ME
personnel advanced hand auger borings to depths ranging from approximately 3 to 8 feet below
the existing ground surface at the test locations. The hand auger borings, designated SW-1
through SW-4 and SW-6 through SW-13, were advanced at the approximate locations shown
on Figures 2A and 2B. (SW-5 was advanced in the central portion of the site in a proposed
pavement area, which is not planned to be pervious pavement at this time.) Borings SW-1
through SW-5 were advanced on June 26, 2013, as part of the preliminary geotechnical services
for the proposed stormwater management features2 for this project. Ground surface elevations
for these boring were estimated from the Grading and Drainage Plan. Borings SW-6 through
SW-13 were advanced on January 6, 2014.
The soils encountered in the hand auger borings were evaluated by a North Carolina Licensed
Soil Scientist for evidence of seasonal high water table influence. This evaluation involved
looking at the actual moisture content in the soil and observing the matrix and mottle colors.
Depending on the soil texture,the soil color will indicate processes that are driven by past
water table fluctuations such as iron reduction and oxidation(i.e. redoxymorphic features) and
organic matter staining. The change in the shape and distinctiveness of the redoxymorphic
features can be an indicator of a relic seasonal high water table that has been affected by
artificial drainage. Relic water table conditions are typified by sharp, distinct boundaries
between the oxidized and reduced areas of the soil profile, whereas current water table
conditions are typified by a diffuse boundary between the oxidizing area and the reduced area.
Soil science descriptions and elevations of the relic seasonal high water table from the hand
auger borings are given in the hand auger boring logs in the Appendix.
S&ME personnel also performed the in-situ soil hydraulic conductivity testing by using a
compact constant head permeameter at the test locations. Hand auger borings were advanced
with a 2-inch diameter bucket to depths of approximately 24 inches above the relic seasonal
high water table. The water dissipating unit was lowered to the bottom of the hole, and water
was dispensed from the permeameter. The water was allowed to move through the unit until
z Preliminary Soil Evaluations for Stormwater Best Management Practices Suitability,Proposed Retail
Development,Long Beach Road SE, Southport,North Carolina,S&ME Project No. 1061-13-434,dated July 2,
2013,prepared for Visconsi Companies,prepared by S&ME.
3

Geotechnical Engineering Report S&ME Project No. 1061-13-343A
Stormwater BMPs, Long Beach Crossing, Southport, NC May 5, 2014
steady-state flow was achieved, and then flow rates were recorded. The last three
measurements were averaged to achieve the most representative value to express the saturated
hydraulic conductivity. The depth interval of the tests corresponded to a layer of material
approximately 6 inches thick at the selected testing depths.
As previously discussed, S&ME's subcontract driller also drilled auger probes and installed
temporary standpipe piezometers at or near the hand auger boring locations in the proposed
stormwater wet pond areas (SW-6 through SW-13). The groundwater elevations were
measured in the temporary piezometers on January 17, February 6, and April 3, 2014.
3 LABORATORY TESTING
S&ME performed organic content tests, moisture content tests, grain-size tests, and Atterberg
limits tests on representative samples obtained from the borings. These tests were performed
to confirm visual soil classifications and estimate the engineering properties of the soils tested.
Testing was performed in general accordance with applicable ASTM standards. Test results
are attached in the Appendix.
4 SUBSURFACE CONDITIONS
4.1 Soil Test Borings
The borings generally encountered approximately 12 inches of topsoil and rootmat at the ground
surface. Below these surficial materials,two basic soil strata were encountered within the
maximum exploration termination depth of 20 feet. The strata are briefly described in the
following table.
Table 1 —Generalized Subsurface Strata
I Average air
Stratum Depth(Feet) Average Relative Densityor N g
From To Consistency and Description (bpf)
1 1 g Very Loose Sand 8
(SP, SP-SM, SM, SC)
2 9 20 Soft Clay 3
(CL)
Notes: avg = average
N = Standard Penetration Test blow count
bpf = Blows per foot
Variable amounts of organics (wood, roots, or other plant matter) were encountered in the
Stratum 1 Sand in numerous borings. Moderate amounts (more than approximately 3 percent
per ASTM D 2974) were observed and/or measured by laboratory testing in B-23 and B-24.
4

Geotechnical Engineering Report S&ME Project No. 1061-13-343A
Stormwater BMPs, Long Beach Crossing, Southport, NC May 5, 2014
Water levels were measured in the soil test boring boreholes and piezometers on January 17,
2014. The water levels varied from depths of approximately 3 to 8 feet below the existing
ground surface,with an average depth of 6 feet.
Groundwater levels have been measured or inferred in the explorations at the times and under
the conditions stated on the logs in this report. Changes in the groundwater conditions and
depths may occur due to seasonal variations in rainfall, evaporation, construction activity,
surface water runoff, and other site specific factors.
4.2 Soil Evaluation for Stormwater Facilities
The hand auger borings encountered A-Horizon soils (i.e. organic topsoil)to depths varying
between 3 and 20 inches below the existing ground surface. SW-8, SW-13, and SW-14
encountered fill at the ground surface to depths of 6 to 15 inches below the ground surface.
This fill is likely soil excavated during past deepening of the nearby stream, during
construction of the nearby sanitary sewer line, or during construction on the adjacent site to the
southeast. The underling soils encountered in the hand auger borings visually-manually
classified as sand, loamy sand, sandy loam, and clay in general accordance with the U.S.
Department of Agriculture classification system.
S&ME personnel observed evidence of relic seasonal high water table conditions in soils
adjacent/near the perennial stream, specifically, distinct boundaries/edges of the redoxymorphic
features. The relic seasonal high water table elevations at the test locations are given on the
hand auger boring logs in the Appendix. Please note that the evaluation of the soils for
evidence of relic high water table conditions is based on secondary evidence and not on direct
groundwater level measurements.
The soils encountered in the hand auger borings and soil test borings in and near the proposed
stormwater quality/detention areas are shown on the subsurface profiles given in Figures 3
through 5. The groundwater elevations measured in the temporary piezometers on January 17,
and April 3, 2014, are also shown. The water elevations in the stream measured on Janauary17,
2014, are shown, as well.
5 CONCLUSIONS AND RECOMMENDATIONS
As mentioned earlier, it appears that the existing stream adjacent to the proposed stormwater
quality/detention areas has been excavated and deepened in the past. Spoil piles of soil were
observed at the site near the stream and on the adjacent property on the other side of the stream.
Also, we measured the stream channel to be approximately 7 to 10 feet lower than the adjacent
ground surface. We also observed that the stream banks were nearly vertical with areas of
sloughing and erosion present which is not typical for low-order, low-velocity coastal plain
streams. Lastly, soil redoxymorphic features observed also indicate an alteration in subsurface
water table conditions. Therefore, we have concluded that the stream channel adjacent to the
site has been modified.
5

Geotechnical Engineering Report S&ME Project No. 1061-13-343A
Stormwater BMPs, Long Beach Crossing, Southport, NC May 5, 2014
Based on the water elevations measured in the piezometers,the relative permeabilities of the
different soil strata, the soil science evaluation of the soils, and our observations of the stream
bank and channel for side seepage, we conclude that:
• The soils still retain indications of the relic seasonal high water table, which occurred
before natural cutting of the stream channel at its present location and additional
excavation of the stream channel at some point in the past.
• Using Lateral Effect software version 2.7 obtained from N.C. State University,the
natural cutting and modification of the stream channel have resulted in a horizontal
lateral effect ranging from approximately 175 feet to over 200 feet from the stream,
within which groundwater levels have been lowered. We anticipate that the greatest
lowering is occurring within approximately 50 feet of the modified stream channel.
• Water infiltrating the upper sands will seasonally be trapped by the underlying clays
and perched within the upper sands, ultimately flowing laterally toward the modified
stream channel.
• The water table elevations measured on April 3, 2014, were higher than on January 17
and February 6, 2014.
• The April 3, 2014, are likely representative of the actual seasonal high water table
elevations that occur at the site due to precipitation, evapotranspiration, groundwater
flow(including groundwater flow from contributing areas at higher elevations), and
stream effects.
We assume that the existing modified stream channel will not be filled in, deepened, or
otherwise significantly modified during the design life of the proposed stormwater quality/
detention areas to be constructed for this project. Therefore,we recommend that the
stormwater BMP's be designed using the elevations and infiltration rates given in the following
table. (This table also gives the existing ground surface elevation, relic seasonal high water
table elevation estimated from the soil chroma, texture and structure, and measured
groundwater elevations on April 3, 2014, for reference only.)
6

Geotechnical Engineering Report S&ME Project No. 1061-13-343A
Stormwater BMPs, Long Beach Crossing, Southport, NC May 5,2014
Table 2-Proposed Western Stormwater Wet Pond
Existing Relic Seasonal Recommended Ground- Hydraulic
Test Location Ground High Water Design Seasonal water Conductivity
Surface Table Elevation High Water Table Elevation Rate
Elevation (feet) Elevation on 4/3/14 (in/hr)
(feet) (feet) (feet)
SW-3 14.2(1) 12.1 10.0 NM NM
SW-4 14.2(2) 12.9 10.4 NM 0.48
SW-6 13.1 8.7 8.0 7.8 16.95
SW-7 13.6 12.4 10.0 9.5 4.66
SW-8 14.5 13.6 13.0 12.6 3.43
SW-9 13.0 11.7 8.5 8.1 3.38
SW-10 13.4 11.2 10.5 10.4 2.28
SW-11 13.4 11.7 12.0 11.9 0.57
Notes: (1) = Not measured. Estimated from ground surface at SW-10.
(2) = Not measured. Estimated from ground surface at SW-7
NM = Not Measured.
Table 3-Proposed Eastern Stormwater Wet Pond
Existing Relic Seasonal Recommended Ground- Hydraulic
Test Location Ground High Water Design Seasonal water Conductivity
Surface Table Elevation High Water Table Elevation Rate
Elevation (feet) Elevation on 4/3/14 (in/hr)
(feet) (feet) (feet)
SW-1 10.0(1) 9.3 7.0 NM NM
SW-2 10.0(1) 9.3 7.0 NM NM
SW-12 8.7 8.3 6.0 5.1 8.57
SW-13 10.6 8.5 8.5 8.6 0.57
SW-14 11.0 9.8 9.8 9.3 0.48
Notes: (1) = Not measured. Estimated from ground surface elevation and fill encountered at SW-13.
NM = Not Measured.
The recommended design seasonal high water table elevations are also shown on the
subsurface profiles given in Figures 3 through 5.
The stormwater management facilities in the proposed stormwater quality/detention areas
should be designed in accordance with the North Carolina Best Management Practice (BMP)
Manual. Minimum separation depths from the seasonal high water table, minimum infiltration
rates, and other requirements for various BMP's are given in that document.
7

Geotechnical Engineering Report S&ME Project No. 1061-13-343A
Stormwater BMPs, Long Beach Crossinq, Southport, NC May 5, 2014
Based on the locations of the tests relative to the proposed pond locations and anticipated
excavation depths, we recommend that the western stormwater wet pond be designed for a
seasonal high water table at elevation 10.0 feet and the eastern stormwater wet pond be
designed for a seasonal high water table at elevation 8.5 feet.
6 LIMITATIONS OF GEOTECHNICAL REPORT
This report has been prepared in accordance with generally accepted geotechnical engineering
practice for specific application to this project. Any wetland, environmental, or contaminant
assessment efforts are beyond the scope of this geotechnical exploration; and therefore,those
issues are not addressed in this report. The conclusions and recommendations contained in this
report are based upon applicable standards of our practice in this geographic area at the time this
report was prepared. No other warranty, expressed or implied,is made.
Conclusions and recommendations submitted in this report are based, in part, upon the data
obtained from the geotechnical exploration. The nature and extent of variations between and
away from the borings, soundings, and/or test pits may not become evident until construction.
If variations appear evident, then it will be necessary to re-evaluate the recommendations of
this report. In the event that any changes in the grades, nature, design, or location of the
proposed project are planned,the recommendations contained in this report should be reviewed
and modified or confirmed in writing.
S&ME should be provided the opportunity to review the final plans and specifications in order
that earthwork, foundation, and other recommendations are properly interpreted and
implemented. The recommendations in this report are contingent on S&ME's observation and
monitoring of earthwork and foundation construction activities.
8

samE
APPENDIX
S&ME,INC./ 3006 Hall Waters Drive,Suite 100/ Wilmington,NC 28405/p 910,799.9945/ www.smeinc.com

$S&ME
Important Information About Your
Geotechnical Engineering Report
Variations in subsurface conditions can be a principal cause of construction delays, cost overruns and claims.
The following information is provided to assist you in understanding and managing the risk of these variations.
Geotechnical Findings Are Professional Services Are Performed for Specific Projects
Opinions Because the scope of each geotechnical
Geotechnical engineers cannot specify material exploration is unique, each geotechnical report is
properties as other design engineers do. unique. Subsurface conditions are explored and
Geotechnical material properties have a far broader recommendations are made for a specific project.
range on a given site than any manufactured Subsurface information and recommendations may
construction material, and some geotechnical not be adequate for other uses. Changes in a
material properties may change over time because proposed structure location, foundation loads,
of exposure to air and water, or human activity. grades, schedule, etc. may require additional
geotechnical exploration, analyses, and
Site exploration identifies subsurface conditions at consultation. The geotechnical engineer should be
the time of exploration and only at the points where consulted to determine if additional services are
subsurface tests are performed or samples required in response to changes in proposed
obtained. Geotechnical engineers review field and construction, location, loads, grades, schedule, etc.
laboratory data and then apply their judgment to
render professional opinions about site subsurface Geo-Environmental Issues
conditions. Their recommendations rely upon these The equipment, techniques, and personnel used to
professional opinions. Variations in the vertical and perform a geo-environmental study differ
lateral extent of subsurface materials may be significantly from those used for a geotechnical
encountered during construction that significantly exploration. Indications of environmental
impact construction schedules, methods and contamination may be encountered incidental to
material volumes. While higher levels of subsurface performance of a geotechnical exploration but go
exploration can mitigate the risk of encountering unrecognized. Determination of the presence, type
unanticipated subsurface conditions, no level of or extent of environmental contamination is beyond
subsurface exploration can eliminate this risk. the scope of a geotechnical exploration.
Scope of Geotechnical Services Geotechnical Recommendations Are Not
Professional geotechnical engineering judgment is Final
required to develop a geotechnical exploration
scope to obtain information necessary to support Recommendations are developed based on the
design and construction. A number of unique geotechnical engineer's understanding of the
project factors are considered in developing the proposed construction and professional opinion of
scope of geotechnical services, such as the site subsurface conditions. Observations and tests
exploration objective; the location, type, size and must be performed during construction to confirm
weight of the proposed structure; proposed site subsurface conditions exposed by construction
grades and improvements; the construction excavations are consistent with those assumed in
schedule and sequence; and the site geology. development of recommendations. It is advisable to
retain the geotechnical engineer that performed the
Geotechnical engineers apply their experience with exploration and developed the geotechnical
construction methods, subsurface conditions and recommendations to conduct tests and
exploration methods to develop the exploration observations during construction. This may reduce
scope. The scope of each exploration is unique the risk that variations in subsurface conditions will
based on available project and site information. not be addressed as recommended in the
Incomplete project information or constraints on the geotechnical report.
scope of exploration increases the risk of variations
in subsurface conditions not being identified and
addressed in the geotechnical report.
Portion obtained with permission from"Important Information About Your Geotechnical Engineering Report';ASFE, 2004
©S&ME, Inc. 2010

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Note: Drawing obtained
from Delorme Street Atlas F
USA®2009
SCALE: NOT TO SCALE SITE VICINITY MAP FIGURE
LONG BEACH CROSSING NUMBER
CHECKED BY: PM 01.7 sa,mE SOUTHPORT, NORTH CAROLINA 1
DRAWN BY: TMS
DATE: 4/28/2014 S&ME PROJECT NUMBER: 1061-13-434A

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LEGEND TO SOIL CLASSIFICATION AND SYMBOLS
SOIL TYPES
(Shown in Graphic Log) CONSISTENCY OF COHESIVE SOILS
;;;V, STD. PENETRATION
M.St Fill RESISTANCE
CONSISTENCY BLOWS/FOOT
Asphalt Very Soft 0 to 2
Soft 3 to 4
.. Concrete Firm 5 to 8
a: Stiff 9 to 15
U Topsoil Very
Stiff 16 to 30
Hard 31 to 50
Very Hard Over 50
Partially Weathered
Rock RELATIVE DENSITY OF COHESIONLESS SOILS
Cored Rock STD. PENETRATION
�. WELL-GRADED GRAVELS,GRAVEL- RESISTANCE
.Ob.0 GW SAND MIXTURES,LITTLE OR NO RELATIVE DENSITY BLOWS/FOOT
+• •+• FINES
Very Loose 0 to 4
p POORLY-GRADED GRAVELS,
p.
°op G P OR GRAVEL
FINES SAND MIXTURES,LITTLE Loose 5 to 10
Medium Dense 11 to 30
p k: Dense 31 to 50
io ° GM SILTY GRAVELS,GRAVEL-SAND-
. 0 SILT MIXTURES Very Dense Over 50
m;
405, ,. CLAYEY GRAVELS,GRAVEL-SAND-
i%�'i GC CLAY MIXTURES
�`I SAMPLER TYPES
SW WELL-GRADED SANDS,GRAVELLY (Shown in Samples Column)
SANDS,LITTLE OR NO FINES
111 Shelby Tube
POORLY-GRADED SANDS,
SP GRAVELLY SAND,LITTLEORNOFINE ® Split Spoon
SM SILTY MIXTURES SANDS,SAND-SILT I Rock Core
q//f//
`Sr' MIXTURES SANDS,SAND-CLAY ❑ No Recovery
INORGANIC SILTS AND VERY FINE
ML CLAYEYF NEKSANDS ORCLAYYEY TERMS
SILTS WITH SLIGHT PLASTICITY
r INORGANIC CLAYS OF LOW TO
CL MEDIUM PLASTICITY,GRAVELLY Standard - The Number of Blows of 140 lb. Hammer Falling
CLAYS,SANDY CLAYS,SILTY
CLAYS,LEAN CLAYS Penetration 30 in. Required to Drive 1.4 in. I.D. Split Spoon
ORGANIC SILTS AND ORGANIC Resistance Sampler 1 Foot. As Specified in ASTM D-1586.
_= OL SILTY CLAYS OF LOW PLASTICITY
REC - Total Length of Rock Recovered in the Core
INORGANIC SILTS,MICACEOUS OR Barrel Divided by the Total Length of the Core
MH DITOMACEOSILTY SOILS US FINE SAND OR Run Times 100%.
CH IFN CNI�CCLAYSOFHIGH RQD - Total Length of Sound Rock Segments
A. Recovered that are Longer Than or Equal to 4"
ORGANIC CLAYS OF MEDIUMTO (mechanical breaks excluded) Divided by the
MOH HIGH PLASTICITY,ORGANIC SILTS Total Length of the Core Run Times 100%.
WATER LEVELS
(Shown in Water Level Column)
V = Water Level At Termination of Boring
1 = Water Level Taken After 24 Hours •_
-4 = Loss of Drilling Water
ENGINEERING •TESTING
HC = Hole Cave ENVIRONMENTAL SERVICES

PROJECT: Long Beach Crossing
Southport, NC TEST BORING RECORD B-06
1061-13-434A
NOTES: Automatic Hammer. Ground surface
DATE DRILLED: 1/8/14 ELEVATION: 13.8 ft elevation measured by S&ME personnel.
DRILLING METHOD: Mud Rotary BORING DEPTH: 20.0 ft
LOGGED BY: J.Gerdes WATER LEVEL: 3.4 ft on 1/17/14
DRILLER: Carolina Drilling DRILL RIG: CME-45
-J
• o > w W o STANDARD PENETRATION TEST DATA
w SI MATERIAL DESCRIPTION (blows/ft) N-Value
o ccw 0 o w
o z w
10 20 30 60 80
TOPSOIL and ROOTMAT
Very Loose to Loose,Moist, Dark Brown,Silty SAND
- • (SM),with trace gravel 5
- 1
5 8.8
4
Soft,Wet,Dark Gray,Lean CLAY with Sand(CL)
3
Very Loose,Saturated,Dark Gray,Clayey SAND(SC),
/•• with cemented lenses
3
10 - 3.8
jSoft,Saturated,Dark Gray,Lean CLAY(CL)
15
—/ -1.2 4
iii
3
20 -6.2
.6 Boring terminated at 20.0 feet.
a -
CD
z
0)rn
25— -11.2
U -
Q
W _ -
o]
C7
z
0
J
Y 30— -16.2 —
M
(O
O -
cC
Q _
O -
z
35— -21.2 —
u)
}
z
O _ -
U
W
AS'
N
NOTES: Page 1 of 1
1.THIS LOG IS ONLYA PORTION OF A REPORT PREPARED FOR THE
NAMED PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT
REPORT.
2. BORING,SAMPLING AND PENETRATION TEST DATA IS IN GENERAL
ACCORDANCE WITH ASTM D-1586.
3.PENETRATION(N-VALUE)IS THE NUMBER OF BLOWS OF 140 LB.
HAMMER FALLING 30 IN.REQUIRED TO DRIVE 1.4 IN.I.D.SAMPLER 1 FT.
our
4. STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT ENGINEERING • TESTING
ENVIRONMENTAL SERVICES
5. WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY

PROJECT: Long Beach Crossing
Southport, NC TEST BORING RECORD B-07
1061-13-434A
NOTES: Automatic Hammer. Ground surface
DATE DRILLED: 1/13/14 ELEVATION: 15.5 ft elevation measured by S&ME personnel.
DRILLING METHOD: Mud Rotary BORING DEPTH: 20.0 ft
LOGGED BY: J.Gerdes WATER LEVEL: 6.6 ft on 1/17/14
DRILLER: Carolina Drilling DRILL RIG: CME-45
c.) w w w p STANDARD PENETRATION TEST DATA
0- Q o MATERIAL DESCRIPTION _1w (blows/ft) N-Value
o H z w
10 20 30 60 80
TOPSOIL and ROOTMAT
Loose to Medium Dense,Moist,Red Brown and Light 7 -
• Brown,Sitly SAND(SM),with trace gravel 8
-.., X
•5 • Medium Dense,Saturated,Olive,Silty SAND(SM) 10.5 11
11
Very Soft,Saturated,Gray,Sandy Lean CLAY(CL)
10 5.5
i.;
E
V
• 2
15 �'j:; -
0.5
//
• _/j;
• /i/
2• 20 — -4.5
oe Boring terminated at 20.0 feet.
C
a - -
c7
0
z
25—
9.5
I
0
W
0]
Z
O
J _
Q
v 30— -14.5 —
00
-
1- 35— -19.5 —
z
a• -
7
O
W _
NOTES: Page 1 of 1
1.THIS LOG IS ONLYA PORTION OF A REPORT PREPARED FOR THE
NAMED PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT
REPORT.
2. BORING,SAMPLING AND PENETRATION TEST DATA IS IN GENERAL
ACCORDANCE WITH ASTM D-1586. r
3.PENETRATION(N-VALUE)IS THE NUMBER OF BLOWS OF 140 LB.
HAMMER FALLING 30 IN.REQUIRED TO DRIVE 1.4 IN.I.D.SAMPLER 1 FT.
4. STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT. ENGINEERING . TESTING
ENVIRONMENTAL SERVICES
5. WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY

PROJECT: Long Beach Crossing
Southport, NC TEST BORING RECORD B-17
1061-13-434A
NOTES: Automatic Hammer. Ground surface
DATE DRILLED: 1/8/14 ELEVATION: 15.1 ft elevation measured by S&ME personnel.
DRILLING METHOD: Hollow Stem Auger BORING DEPTH: 5.0 ft
LOGGED BY: J.Gerdes WATER LEVEL: Dry on 1/8/14
DRILLER: Carolina Drilling DRILL RIG: CME-45
J
U > w w o STANDARD PENETRATION TEST DATA
a- w Q J MATERIAL DESCRIPTION w (blows/ft) N-Value
o rr F ( O w
z w
10 20 30 60 80
TOPSOIL and ROOTMAT
Loose to Medium Dense,Moist,Black,Silty SAND(SM) X
8
5 - -- - - 13
Boring terminated at 5.0 feet. 10.1
10— 5.1
15— 0.1
a -
n
M -
F-
p
ci
2 20— -4.9 —
as
a
c3
6
z
v,
25— -9.9
U
W
0]
U
Z
O
J _
Q
30— -14.9 -
O
0
cc
o - -
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1- 35— -19.9 —
>
z
a - -
0
U
W
c
N
NOTES. Page 1 of 1
1.THIS LOG IS ONLYA PORTION OF A REPORT PREPARED FOR THE
NAMED PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT
REPORT.
2. BORING,SAMPLING AND PENETRATION TEST DATA IS IN GENERAL
ACCORDANCE WITH ASTM D-1586. ii:art.5'
Ve
3.PENETRATION(N-VALUE)IS THE NUMBER OF BLOWS OF 140 LB.
HAMMER FALLING 30 IN.REQUIRED TO DRIVE 1.4 IN.I.D.SAMPLER 1 FT.
4. STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT. ENGINEERING • TESTING
ENVIRONMENTAL SERVICES
5. WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

PROJECT: Long Beach Crossing
Southport, NC TEST BORING RECORD B-21
1061-13-434A
NOTES: Automatic Hammer
DATE DRILLED: 1/8/14 ELEVATION: 13.5 ft
DRILLING METHOD: Mud Rotary BORING DEPTH: 20.0 ft
LOGGED BY: J.Gerdes WATER LEVEL: 6.8 ft on 1/17/14
DRILLER: Carolina Drilling DRILL RIG: CME-45
• U
w J a 0 STANDARD PENETRATION TEST DATA
w• Q J MATERIAL DESCRIPTION W Q >_ 1.7r
(blows/ft) N-Value
o Q U) z w
10 20 30 60 80
TOPSOIL and ROOTMAT
• Loose,Moist,Light Brown,Silty SAND(SM) 7 -
L\ 9
10
5— 8.5
•
Soft,Moist to Wet,Gray,Lean CLAY with Sand(CL) 1 �/
4
" Soft,Saturated,Dark Gray,Lean CLAY(CL), with
Shells X 4
10— 3.5
Jfl
2
15 "" -1.5
Boring terminated at 15.0 feet.
r-
0
o -
(.9
2 20— -6.5
xs
a
0
z
u)
rn
25— -11.5 —
=
0 -
Q
W _
a0
U`
Z
O
J
30— -16.5 —
O
o - -
rr
-
o -
z
• 35— -21.5 —
u)
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Q _
2
O _
U
W
2
4f'
NOTES. Page 1 of 1
1.THIS LOG IS ONLYA PORTION OFA REPORT PREPARED FOR THE
NAMED PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT
REPORT.
2. BORING,SAMPLING AND PENETRATION TEST DATA IS IN GENERAL
ACCORDANCE WITH ASTM D-1586.
3.PENETRATION(N-VALUE)IS THE NUMBER OF BLOWS OF 140 La w,
HAMMER FALLING 30IN.REQUIRED TO DRIVE 1.4 IN.I.D.SAMPLER 1 FT .
4. STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT ENGINEERING . TESTING
ENVIRONMENTAL SERVICES
5. WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

PROJECT: Long Beach Crossing
Southport, NC TEST BORING RECORD B-22
1061-13-434A
NOTES: Automatic Hammer
DATE DRILLED: 1/7/14 ELEVATION: 13.5 ft
DRILLING METHOD: Mud Rotary BORING DEPTH: 20.0 ft
LOGGED BY: J.Gerdes WATER LEVEL: 7.6 ft on 1/17/14
DRILLER: Carolina Drilling DRILL RIG: CME-45
J
o > w w o STANDARD PENETRATION TEST DATA
w Q J MATERIAL DESCRIPTION (blows/ft) N-Value
o LIJ c O w
z
10 20 30 60 80
TOPSOIL and ROOTMAT
Loose to Medium Dense,Moist,Red Brown,Brown,and
Light Brown Poorly Graded SAND with Silt(SP-SM) 7
5 - �. .j. 8.5 - - -
14
Loose, Moist,Gray Brown,Poorly Graded SAND(SP),
with trace gravel 1 6
•jj Firm,Saturated,Gray,Lean CLAY with Sand(CL)
8
Saturated,Gray,Poorly Graded SAND(SP) 3.5
Soft,Saturated,Dark Gray,Lean CLAY(CL)
-/ -1.5 — 4
15 Boring terminated at 15.0 feet.
a - -
F-
o - -
2 20— -6.5 - --
a
c3
0
z
Cn -
cn -
25— -11.5 —
I
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W
0]
(3
Z
O
J _ -
Q
30— -16.5 —
o - -
LU
o - -
z
1- 35— -21.5
>
z
a -
2
O
O
W
2
06
N
NOTES. Page 1 of 1
1.THIS LOG IS ONLYA PORTION OF A REPORT PREPARED FOR THE
NAMED PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT
REPORT
2. BORING,SAMPLING AND PENETRATION TEST DATA IS IN GENERAL
ACCORDANCE WITH ASTM D-1586. tiezHd
3.PENETRATION(N-VALUE)IS THE NUMBER OF BLOWS OF 140 LB.
HAMMER FALLING 30 IN.REQUIRED TO DRIVE 1.4 IN.I.D.SAMPLER 1 FT
4. STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT. ENGINEERING • TESTING
ENVIRONMENTAL SERVICES
5. WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY

PROJECT: Long Beach Crossing
Southport, NC TEST BORING RECORD B-23
1061-13-434A
NOTES: Automatic Hammer
DATE DRILLED: 1/15/14 ELEVATION: 9.5 ft
DRILLING METHOD: Mud Rotary BORING DEPTH: 20.0 ft
LOGGED BY: J.Gerdes WATER LEVEL: 3.7 ft on 1/17/14
DRILLER: Carolina Drilling DRILL RIG: CME-45
J
U w J WW p STANDARD PENETRATION TEST DATA
0- Q J MATERIAL DESCRIPTION W Q (blows/ft) N-Value
Q z
w 10 20 30 60 80
TOPSOIL and ROOTMAT
Loose,Moist,Black,Silty SAND(SM),with trace roots
5
Very Loose,Wet,Black,Silty SAND(SC),with some
- wood fragments X 2
5 ••.•• (Organic Content=7.4%for sample from 3.5'-5.0') 4.5
Loose to Medium Dense,Saturated,Gray,Silty SAND Z -
(SM),with shells 5
23
10— -0.5
jj Very Soft,Saturated,Dark Gray,Lean CLAY(CL)
/;
/,,/ 2
15 /%" -5.5 —
Boring terminated at 15.0 feet.
a _
E
F-
U`
2 20— -10.5 —
0a
co
a
c3
z
aa 25— -15.5 —
I
U
'6
W _ -
0]
Z
O
J _
Q
30— -20.5 —
❑ - -
C
a
z
H 35— -25.5 —
co
>
z
a
a
O
U
w
d
Co
NOTES: Page 1 of 1
1.THIS LOG IS ONLYA PORTION OF A REPORT PREPARED FOR THE
NAMED PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT
REPORT.
2. BORING,SAMPLING AND PENETRATION TEST DATA IS IN GENERAL
ACCORDANCE WITH ASTM D-1586. 24 _
3.PENETRATION(N-VALUE)IS THE NUMBER OF BLOWS OF 140 LB.
HAMMER FALLING 30 IN.REQUIRED TO DRIVE 1.4 IN.I.D.SAMPLER 1 FT e=.
4. STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT. ENGINEERING . TESTING
ENVIRONMENTAL SERVICES
5. WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

PROJECT: Long Beach Crossing
Southport, NC TEST BORING RECORD B-24
1061-13-434A
NOTES: Automatic Hammer
DATE DRILLED: 1/15/14 ELEVATION: 9.0 ft
DRILLING METHOD: Mud Rotary BORING DEPTH: 20.0 ft
LOGGED BY: J.Gerdes WATER LEVEL:
DRILLER: Carolina Drilling DRILL RIG: CME-45
J
= w J wa o STANDARD PENETRATION TEST DATA
wCI) Q o MATERIAL DESCRIPTION w Q w (blows/ft) N-Value
I- co z
w 10 20 30 60 80
TOPSOIL and ROOTMAT
Very Loose, Moist,Black,Silty SAND(SM),with some
•
- wood fragments /_\ • 4
Very Loose,Moist,Dark Brown,Silty SAND(SM),with
- • trace roots • 4
5 — 4.0
% ' Soft,Moist,Gray,Lean CLAY with Sand(CL)
%%/// 4
Very Soft,Saturated,Gray,Lean CLAY(CL)
2
10 / -1.0
5
15 Boring terminated at 15.0 feet.
6.0
a - -
F-
o -
c3
2 20— -11.0
.e
a
z
rn -
rn -
6 25— -16.0
I
0
Q
W _ —
m
Z
O
J _
Q
q 30 -21.0 —
o - -
Q
a - -
z
E- 35— -26.0 —
co
>
z
a -
o _ -
U
W
7
U)
N
NOTES: Page 1 of 1
1.THIS LOG IS ONLYA PORTION OF A REPORT PREPARED FOR THE
NAMED PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT
REPORT
2. BORING,SAMPLING AND PENETRATION TEST DATA IS IN GENERAL ^�
ACCORDANCE WITH ASTM D-1586.
3.PENETRATION(N-VALUE)IS THE NUMBER OF BLOWS OF 140 LB. s•
HAMMER FALLING 30 IN.REQUIRED TO DRIVE 1.4 IN.I.D.SAMPLER 1 FT
4. STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT. ENGINEERING • TESTING
ENVIRONMENTAL SERVICES
5. WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY

Soil Science Hand Auger Boring Logs
June 26, 2013
Long Beach Crossing
Southport,North.Carolina
S&ME Project No. 1061-13-434A
Matrix Mottle
Elevation Hue/Value Hue/Value
Location Horizon (Feet) /Chroma /Chroma Texture/Structure
SW-1 A 9.4-9.1 10YR 3/1 Very dark gray fine sand, single
grain, loose
E 9.1-8.7 2.5Y 5/4 2.5Y 6/3 Yellowish brown fine sand, single
10YR 5/8 grain, loose; common light
yellowish brown redox depletions
and yellowish brown redox
concentrations
Bhl 8.7-7.8 2.5Y 2.5/1 Black sandy loam, moderate,
medium angular blocky
Bh2 7.8-6.1 2.5Y 5/1 2.5Y 4/1 Gray sandy loam,moderate,
10YR 5/8 medium angular blocky; common
dark gray soft masses and
yellowish brown redox
concentrations
Ground Surface=Elevation 10.0 feet. Relic Seasonal High Water Table =Elevation 9.3 feet,
where redox concentrations were first observed. Soil wetness observed at Elevation 6.7 feet on
6/26/2013.
Matrix Mottle
Elevation Hue/Value Hue/Value
Location Horizon (Feet) /Chroma /Chroma Texture/Structure
SW-2 A 9.4-9.2 10YR 3/1 Very dark gray fine sand, single
grain, loose
E 9.2-8.7 2.5Y 5/4 2.5Y 6/3 Fine sand, single grain, loose;
10YR 5/8 common light yellowish brown
soft masses and yellowish brown
redox concentrations
Bhl 8.7-8.2 2.5Y 3/1 Very dark gray loamy sand,
granular,very friable
Bh2 8.2-7.6 7.5YR 2.5/2 Very dark brown loamy sand,
granular, very friable
Bt 7.6-6.2 2.5Y 2.5/1 Black sandy clay loam, strong,
medium angular blocky, sticky,
very plastic, very firm
Ground Surface =Elevation 10.0 feet. Relic Seasonal High Water Table = Elevation 9.3 feet.
Soil wetness observed at Elevation 6.9 feet on 6/23/2013.

Matrix Mottle
Elevation Hue/Value Hue/Value
Location Horizon (Feet) /Chroma /Chroma Texture/Structure
SW-3 A 17.4-16.7 2.5Y 3/1 Very dark gray loamy sand,
granular,very friable
Bhl 16.7-16.5 10YR 3/1 Very dark gray loamy sand,
granular, very friable
Bh2 16.5-16.0 10YR 4/3 10YR 3/1 Brown loamy sand, granular,very
friable; common very dark gray
soft masses
Cl 16.0-14.9 10YR 3/1 10YR 4/4 Very dark gray medium sand,
single grain, loose; common dark
yellowish brown streaks
C2 14.9-13.1 2.5Y 6/6 2.5Y 3/3 Olive yellow coarse sand, single
10YR 5/8 grain, loose; common dark olive
brown streaks and yellowish
brown redox concentrations
Ground Surface=Elevation 14.2 feet. Relic Seasonal High Water Table=Elevation 12.1 feet,
where redox concentrations were first observed. Soil wetness observed at Elevation 8.7 feet on
6/26/2013.

Matrix Mottle
Elevation Hue/Value Hue/Value
Location Horizon (Feet) /Chroma /Chroma Texture/Structure
SW-4 A 17.6-17.1 10YR 3/1 Very dark gray loamy sand,
granular, very friable
E 17.1-16.3 2.5Y 6/3 2.5Y 4/1 Light yellowish brown loamy
sand, granular, very friable;
common dark gray streaks
Bt1 16.3-15.5 2.5Y 6/2 10YR 5/8 Light brownish gray sandy loam,
moderate, fine angular blocky,
very friable; common yellowish
brown redox concentrations
Bt2 15.5-14.8 2.5Y 4/2 10YR 5/6 Dark grayish brown sandy loam,
moderate, medium angular blocky,
friable; common yellowish brown
redox concentrations
C 14.8-13.6 2.5Y 4/2 2.5Y 7/2 Dark grayish brown fine sand,
10YR 5/8 single grain, loose; common light
gray redox depletions and
yellowish brown redox
concentrations
Ground Surface=Elevation 14.2 feet. Relic Seasonal High Water Table =Elevation 12.9 feet.
Soil wetness observed at Elevation 10.4 feet on 6/23/2013.

Soil Science Hand Auger Boring Logs
January 6, 2014.
Long Beach Crossing
Southport,North Carolina
S&ME Project No. 1061-13-434A
Matrix Mottle
Elevation Hue/Value Hue/Value
Location Horizon (Feet) /Chroma /Chroma Texture/Structure
SW-6 A 17.1-16.6 2.5Y 2.5/1 Black sandy loam, granular, very
friable
A/C 16.6-15.9 2.5Y 3/1 Very dark gray loamy sand, single
grain, loose
Cl 15.9-15.5 10YR 4/3 2.5Y 3/1 Brown fine sand, single grain,
2.5Y 6/3 loose; very dark gray and light
yellowish brown streaks
C2 15.5-13.3 10YR 5/4 Yellowish brown fine sand, single
grain, loose
C3 13.3-12.7 2.5Y 6/3 10YR 5/4 Light yellowish brown fine sand,
single grain, loose; yellowish
brown streaks
C4 12.7-11.7 2.5Y 7/3 5YR 4/4 Pale yellow medium sand, single
grain, loose, few pebbles present;
common reddish redox
concentrations
C5 11.7-11.2 10YR 3/4 10YR 5/4 Dark brown medium sand, single
grain, loose, few pebbles present;
common yellowish brown redox
concentrations
C6 11.2-10.4 10YR 6/2 10YR 4/2 Light brownish gray medium sand,
10YR 5/8 single grain, loose; common dark
grayish brown and yellowish
brown redox depletions and
concentrations
2C 10.4-9.4 10Y 5/1 10YR 5/8 Greenish gray sandy clay loam,
sticky, plastic, massive, gleyed;
common yellowish brown redox
concentrations
Ground Surface=Elevation 13.1 feet. Relic Seasonal High Water Table= Elevation 8.7 feet.
Water encountered at Elevation 5.7 feet on January 6, 2014.

Matrix Mottle
Elevation Hue/Value Hue/Value
Location Horizon (Feet) /Chroma /Chroma Texture/Structure
SW-7 A 17.6-17.4 10YR 3/1 Very dark gray loamy sand,
granular, very friable
Cl 17.4-16.9 2.5Y 6/8 Olive yellow sandy loam, weak,
medium angular blocky, friable
C2 16.9-16.4 2.5Y 6/6 10YR 5/8 Olive yellow sandy loam,
moderate, medium angular blocky,
friable; common yellowish brown
redox concentrations with distinct
boundaries (relic features)
C3 16.4-15.5 2.5Y 5/3 2.5Y 6/2 Light olive brown sandy loam,
10YR 5/8 moderate, medium angular blocky,
friable; common light brownish
gray and yellowish brown redox
depletions and concentrations with
distinct boundaries (relic features)
C4 15.5-14.9 2.5Y 5/2 2.5Y 6/2 Grayish brown sandy loam,
moderate,medium angular blocky,
friable; common light brownish
gray redox depletions
C5 14.9-13.8 2.5Y 6/3 2.5Y 7/1 Light yellowish brown fine sand,
10YR 5/8 single grain, loose; common light
gray streaks and yellowish brown
redox concentrations
C6 13.8-13.4 2.5Y 5/3 Light olive brown fine sand, single
grain, loose, pebbles present
2C1 13.4-12.8 10Y 5/1 Greenish gray sandy loam,
massive, gleyed
2C2 12.8-10.7 10B 4/1 Dark bluish gray clay, massive,
gleyed; sandy seams present
Ground Surface=Elevation 13.6 feet. Relic Seasonal High Water Table = Elevation 12.4 feet.
Water encountered at Elevation 6.7 feet on January 6, 2014.

Matrix Mottle
Elevation Hue/Value Hue/Value
Location Horizon (Feet) /Chroma /Chroma Texture/Structure
SW-8 Fill 18.5-18.0 10YR 3/2 10YR 5/4 Very dark grayish brown loamy
sand, granular, very friable;
yellowish brown streaks (sidecast
from adjacent utility line)
Ab 18.0-17.6 2.5Y 2.5/1 Black sandy loam, granular, very
friable
Cl 17.6-16.6 2.5Y 5/6 2.5Y 7/3 Light olive brown loamy sand,
10YR 5/8 granular, very friable; pale yellow
streaks and common yellowish
brown redox concentrations with
distinct edges (relic features)
C2 16.6-16.2 10YR 4/6 2.5Y 6/4 Dark yellowish brown loamy sand,
granular,very friable; light
yellowish brown streaks
C3 16.2-15.4 10YR 5/4 Yellowish brown loamy sand,
granular, very friable
C4 15.4-14.8 2.5Y 6/3 2.5Y 5/4 Light yellowish brown loamy
10YR 5/8 sand, granular, very friable; light
olive brown streaks and common
yellowish brown redox
concentrations
C5 14.8-13.8 2.5Y 4/2 2.5Y 6/2 Dark grayish brown loamy sand,
2.5Y 5/2 granular, very friable; common
10YR 5/8 light brownish gray, grayish brown
and yellowish brown redox
depletions and concentrations
2C1 13.8-13.2 10Y 5/1 Greenish gray sandy loam,
massive, gleyed
2C2 13.2-12.3 10B 4/1 Dark bluish gray clay, massive,
gleyed
Ground Surface =Elevation 14.5 feet. Relic Seasonal High Water Table=Elevation 13.6 feet.
Water encountered at Elevation 8.4 feet on January 6, 2014.

Matrix Mottle
Elevation Hue/Value Hue/Value
Location Horizon (Feet) /Chroma /Chroma Texture/Structure
SW-9 A 17.0-16.7 2.5Y 2.5/1 Black sandy loam, granular,very
friable
AC1 16.7-16.2 10YR 3/2 10YR 4/4 Very dark grayish brown sandy
loam, weak, medium angular
blocky; dark yellowish brown
streaks
AC2 16.2-15.7 10YR 4/4 Dark yellowish brown sandy loam,
weak,medium angular blocky
Cl 15.7-14.3 2.5Y 6/3 10YR 5/8 Light yellowish brown loamy
sand, granular, very friable;
common yellowish brown redox
concentrations with distinct
boundaries (relic features)
C2 14.3-13.8 10YR 5/6 2.5Y 6/4 Yellowish brown loamy sand,
granular, very friable; light
yellowish brown streaks
C3 13.8-13.2 10YR 5/3 Brown fine sand, single grain,
loose
C4 13.2-11.5 2.5Y 7/3 10YR 5/8 Pale yellow fine sand, single grain,
loose
2C 11.5-10.0 10G 4/1 10YR 5/8 Dark greenish gray clay, massive,
gleyed; common yellowish brown
redox concentrations
Ground Surface=Elevation 13.0 feet. Relic Seasonal High Water Table = Elevation 11.7 feet.

Matrix Mottle
Elevation Hue/Value Hue/Value
Location Horizon (Feet) /Chroma /Chroma Texture/Structure
SW-10 A 17.4-17.0 2.5Y 2.5/1 Black sandy loam, granular, very
friable
AC 17.0-16.7 10YR 3/2 Very dark grayish brown loamy
sand, granular,very friable
Cl 16.7-16.2 2.5Y 6/4 10YR 5/8 Light yellowish brown loamy
sand, granular, very friable;
common yellowish brown redox
concentrations with distinct edges
(relic features)
C2 16.2-15.2 2.5Y 5/4 10YR 5/8 Light olive brown loamy sand,
granular, very friable; common
yellowish brown redox
concentrations with distinct edges
(relic features)
C3 15.2-13.8 2.5Y 6/4 2.5Y 7/3 Light yellowish brown loamy
2.5Y 5/4 sand, granular,very friable; pale
yellow and light olive brown
streaks
C4 13.8-12.3 2.5Y 7/3 10YR 5/6 Pale yellow fine sand, single grain,
loose; common yellowish brown
redox concentrations
C5 12.3-11.7 2.5Y 6/2 10YR 5/8 Light brownish gray fine sand,
2.5Y 4/1 single grain, loose; common
yellowish brown redox
concentrations and dark gray
depletions as clay pieces
2C 11.7-10.4 10Y 4/1 10YR 5/8 Dark greenish gray clay, massive,
gleyed; common yellowish brown
redox concentrations
Ground Surface Elevation= 13.4 feet. Relic Seasonal High Water Table=Elevation 11.2 feet.
Water encountered at Elevation 5.4 feet on January 6, 2014.

Matrix Mottle
Elevation Hue/Value Hue/Value
Location Horizon kFeet) /Chroma /Chroma Texture/Structure
SW-11 A 17.4-15.7 2.5Y 2.5/1 Black loamy sand, granular, very
friable
Bh 15.7-12.1 10YR 3/2 10YR 6/2 Very dark grayish brown loamy
10YR 5/8 sand, granular,very friable;
2.5Y 2.5/1 common light brownish gray,
black and yellowish brown redox
depletions and concentrations
C 12.1-9.7 N 4/1 Dark gray clay, massive, gleyed,
sandy seams present
Ground Surface=Elevation 13.4 feet. Relic Seasonal High Water Table=Elevation 11.7 feet.
Water encountered at Elevation 5.7 feet on January 6, 2014.
SW-12 A 8.7-8.3 2.5Y 5/1 Gray fine sand, single grain, loose
Bhl 8.3-7.8 10YR 2/1 Black loamy sand, granular,very
friable
Bh2 7.8-7.3 10YR 4/1 Dark gray fine sand, single grain,
loose
Bh3 7.3-6.0 10YR 3/1 10YR 5/1 Very dark gray fine sand, single
grain, loose; gray streaks; woody
debris present
C/Bh 6.0-5.6 2.5Y 5/2 2.5Y 2.5/1 Grayish brown fine sand, single
grain, loose; black streaks/organic
concentrations
Bh4 5.6-5.4 2.5Y 2.5/1 Black sandy clay loam, moderate,
medium angular blocky, slightly
sticky, slightly plastic, firm,
organics
Cl 5.4-5.0 2.5Y 4/2 10YR 5/8 Dark grayish brown medium sand,
single grain loose, pebbles present;
common yellowish brown redox
concentrations
C2 5.0-4.3 2.5Y 6/2 20YR 5/8 Gray medium sand, single grain,
loose,pebble present; common
yellowish brown redox
concentrations
Ground Surface =Elevation 8.7 feet. Relic Seasonal High Water Table=Elevation 8.3 feet.
Water encountered at Elevation 4.5 feet on January 6, 2014.

Matrix Mottle
Elevation Hue/Value Hue/Value
Location Horizon (Feet) /Chroma /Chroma Texture/Structure
SW-13 Fill 10.6-9.9 2.5Y 3/1 Very dark gray loamy sand,
granular, very friable
Fill 9.9-9.4 2.5Y 6/4 2.5Y 6/1 Light yellowish brown fine sand,
10YR 5/8 single grain, loose; gray streaks
and common yellowish brown
redox concentrations with distinct
boundaries (relic features)
Ab 9.4-8.5 2.5Y 2.5/1 Black sandy loam, granular,very
friable, slightly compacted
E 8.5-7.5 10YR 4/1 10YR 6/1 Dark gray loamy sand, granular,
very friable; gray streaks
Bh 7.5-6.5 2.5Y 2.5/1 Black sandy loam,moderate
medium, angular blocky, friable,
organic pan
Cl 6.5-6.1 2.5Y 2.5/1 Black fine sand, single grain,
loose,pebbles present
C2 6.1-4.6 2.5Y 4/1 Dark gray fine sand, single grain
loose
Ground Surface=Elevation 10.6 feet. Relic Seasonal High Water Table =Elevation 8.5 feet.
Water encountered at Elevation 6.4 feet on January 6, 2014.

Matrix Mottle
Elevation Hue/Value Hue/Value
Location Horizon (Feet) /Chroma /Chroma Texture/Structure
SW-14 Fill 11.0-10.2 2.5Y 6/4 2.5Y 6/1 Light yellowish brown fine sand,
10YR 5/8 single grain, loose; gray streaks
and common yellowish brown
redox concentrations with distinct
boundaries (relic features)
Ab 10.2-9.8 2.5Y 2.5/1 Black sandy loam, moderate,
medium angular blocky, friable
Bhl 9.8-9.3 10YR 3/2 Very dark grayish brown sandy
loam, moderate,medium angular
blocky, friable, organic pan
Bh2 9.3-7.6 10YR 3/1 10YR 5/1 Very dark gray loamy sand, weak,
medium angular blocky, friable;
gray streaks
2E 7.6-6.8 2.5Y 6/1 10YR 5/8 Gray medium sand, single grain,
loose; common yellowish brown
redox concentrations
2Bh 6.8-6.3 2.5Y 3/1 Very dark gray sandy loam,
moderate,medium angular blocky,
firm, organic pan
Ground Surface =Elevation 11.0 feet. Relic Seasonal High Water Table=Elevation 9.8 feet.
Water encountered at Elevation 6.8 feet on January 6, 2014.

Form No: TR-D2974-1
Revision No. 0 '� S&ME
Revision Date: 07/10/08 Moisture, Ash, and Organic Matter
ASTM D-2974 Quality Assurance
S&ME, Inc. Wilmington,3006 Hall Waters Drive, Suite 100,Wilmington,NC 28405
Project#: 1061-13-434A Report Date: 1/27/14
Project Name: Long Beach Crossing Test Date(s): 1/23-1/27/14
Client Name: Viseonsi Companies, Ltd.
Client Address: 30050 Chagrin Blvd., Suite 360, Pepper Pike, OH 44124
Sample Id: 12 Type: Soil Borings Sample Date: 1/8-1/15/14
Location: Southport,NC Sample: B-23/S2 Depth(ft): 3.5'-5.0'
Sample Description: Black Silty SAND (SM)with Some Organics
Equipment: Balance: 0.01 g.Readability, 500g, Minimum Capaccity
Balance: S&ME ID#: 4852 Cal. Date: 7/1/13 Due: 7/1/14
Method A:Moisture Content Determination Required Oven Temperature.105 + 5°C
Oven Temperature: 105 °C Tare# IV
t Tare Weight (Dish plus Aluminum Foil Covet) grams 90.78
a Mass ofAs-Received Specimen +Tare Wt. grams 155.10
b Mass of Oven Dry Specimen +Tare Wt. grams 134.55
w Water Weight (a-b) 20.55
A Mass of As-Received Specimen (a-t) 64.32
B Mass of Oven Dry Specimen (b-t) 43.77
%Moisture Content as a % of As Received or Total Mass (w/A)*100 31.9%
Moisture Content as a % of Oven-dried Mass (w/B)*100 46.9%
Oven S&ME ID#: 14603 Cal. Date: 10/2/13 Due: 2/2/14
Method C(440°C) or D (750°C):Ash Content and Organic Matter Determination
Muffle Furnace: 440 °C Tare# IV
t Tare Weight (Dish plus Aluminum Foil Covet) grams 90.78
b Mass of Oven Dry Specimen +Tare Wt. grains 134.55
c Ash Weight+Tare Wt. grams 131.31
C Ash Weight c-t 40.53
B Mass of Oven Dry Specimen (b-t) 43.77
D %Ash Content (C/B)*100 92.6%
Organic Matter 100-D 7.4%
•Muffle Furnace: S&ME ID#: 14687
Notes/Deviations/References: ASTM D2974: Moisture,Ash, and Organic Matter of Peat and Other Organic Soils
Tom Sehipporeit, P.B. -,> ,),.4. Senior Geotechnical Engineer 1/28/2014
Technical Responsibility Signature Position Date
This repot shall not be reproduced,except in,/idl,without the written approval of SliME,Inc,
S&ME, Inc. -Corporate 3201 Spring Forest Road 1061-13-434A(4)sls
Raleigh, NC. 27616 Page 1 of 1

Form No:TR-D422-WH-1 Ga
Revision No. 0 !'rS&ME
Revision Date: 07/14/08 Sieve Analysis of Soils
ASTM D 422 Quality Assurance
S&ME,Inc.-Wilmington,3006 Hall Waters Drive, Suite 100,Wilmington,NC 28405
Project#: 1061-13-434A Report Date: 1/27/14
Project Name: Long Beach Crossing Test Date(s): 1/23-1/27/14
Client Name: Visconsi Companies, Ltd.
Client Address: 30050 Chagrin Blvd., Suite 360, Pepper Pike,OH 44124
Sample Id. 12 Type: Soil Borings Sample Date: 1/8-1/15/14
Location: Southport,NC Sample: B-22/S2 Depth(ft) 3.5'-5.0'
Sample Description: Light Brown Poorly Graded SAND with Silt(SP-SM)
3" 1.5" 1"3/4" 3/8" #4 #10 #20 #40 #60 #100 #200
100% • , • • • • • ♦ ---- • •- - A • 4 - •
90% •
80%
70%
bA
v 60%
r..
50%
P. 40% '
30%
20%
10%
0% • ♦ ♦ ♦ ♦
100.00 10.00 Millimeters h 1.00 0.10 0.01
Cobbles <300 mm(12")and>75 mm(3") Fine Sand <0.425 mm and>0.075 mm(#200)
Gravel <75 mm and>4.75 mm(#4) Silt <0.075 and>0.005 mm
Coarse Sand <4.75 mm and>2.00 mm(#10) Clay <0.005 mm
Medium Sand <2.00 mm and>0.425 mm(#40) Colloids <0.001 mm
Maximum Particle Size Coarse Sand 4.2% Fine Sand 70.1%
Gravel 0.2% Medium Sand 14.5% Silt&Clay 11.0%
Liquid Limit NP Plastic Limit NP Plastic Index NP
Assumed S.G. 2.650 Cc= N/A Cu = N/A Moisture Content 5.3%
Coarse Sand 4.2% Medium Sand 14.5% Fine Sand 70.1%
Description of Sand&Gravel Particles: Rounded Angular El
Hard &Durable 0 Soft ❑ Weathered& Friable 0
Notes/Deviations/References:
Tom Schipporeit, P.E. � Senior Geotechnical Engineer 1/28/2014
Technical Responsibility Signature Position Date
This report shall not be reproduced,except in fill,without the written approval of S&ME,Inc.
S&ME,Inc. -Corporate 3201 Spring Forest Road 1061-13-434A(5).xls
Raleigh,NC.27616 Page I of 1

Form No: TR-D422-WH-IGa
Revision No. 0
Revision Date: 07/14/08 Sieve Analysis of Soils S&ME
ASTM D 422 Quality Assurance
S&ME,Inc.-Wilmington,3006 Hall Waters Drive,Suite 100,Wilmington,NC 28405
Project#: 1061-13-434A
Project Name: Long Beach Crossing Report Date: 1/27/14
Client Name: Visconsi Companies, Ltd. Test Date(s): 1/23-1/27/14
Client Address: 30050 Chagrin Blvd., Suite 360, Pepper Pike, OH 44124
Sample Id. 12 Type: Soil Borings g Sample Date: 1/8-1/15/14
Location: Southport,NC
Sample: B-23/S2 Depth(ft) 3.51-5.0'
Sample Description: Black Silty SAND(SM)with Some Organics
r
3" 1.5" 1"3/4" 3/8" #4 #10 #20 #40 #60 #100 #200
100% I • • •
II 11111111.1a!I C
9 0%
\°
0
--, 70%
C
60%
cz
a.
50%
aJ
co
0. 40%
3 0% ii
20TI
111
10
U10.00 10.00 ♦ _._ _. ,
[Millimeters ` 1.00 0.10
1 0.01
Cobbles <300 mm(12")and>75 mm(3") — Fine Sand < �-- --
Gravel 0.4�
5 mm and>0.075 mm(#200)
<75 mm and>4.75 mm(#4)
Silt <0.075 and>0.005 mm
Coarse Sand <4.75 mm and>2.00 mm(#10) Clay <
Medium Sand <2.00 mm and>0.425 mm(#40) Colloids0.00 mm
<0.001 mm
Maximum Particle Size Coarse Sand
Gravel 0 0.3% Fine Sand 64.7%
0.6/o Medium Sand 8.1% Silt&Clay
Liquid Limit 44 Plastic 26.4%
Limit 28 Plastic Index 16
Assumed S.G. 2.650 Cc= N/A Cu= N/A
Moisture Content 45.5%
Coarse Sand 0.3% Medium Sand
8.1% Fine Sand 64.7%
Description of Sand & Gravel Particles: Rounded []x An ular x
Hard& Durable 0 Soft 0 g
Weathered&Friable 0
Notes/Deviations/References:
Organic Content=7.4%
Tom Schipporeit. P.E. - --!
Technical Responsibility Senior Geotechnical Engineer 1/28/2014
Signature Position
This report shall not be reproduced,except in full,without the written approval of S&ME,Inc. Date
S&ME, Inc. -Corporate 3201 Spring Forest Road
1061-13-434A(6).xls
Raleigh, NC.27616
Page I of 1

AGREEMENT OF PURCHASE AND SALE
THIS AGREEMENT OF PURCHASE AND SALE (the "Agreement") is made and
entered as of/6 i{ =-,, , 2012. by and between COASTAL CAROLINA COMMERCIAL
DEVELOPMENT, LLC, a p `%6 f,' limited liability company (the "Seller') and
VISCONSI LAND CO., LTD., an Ohio limited liability company, or its nominee or assignee
(the"Buyer").
WITNESSETH:
In consideration of the mutual promises and covenants herein contained, the parties
hereto hereby agree as follows:
Section I - The Property. Upon and subject to the terms and conditions herein set forth. the
Seller agrees to sell and convey to the Buyer, and the Buyer agrees to purchase and acquire from
the Seller, a portion of the real property owned by Seller and located in the City of Southport,
North Carolina, consisting of approximately 27.399 gross acres of land as more particularly
described in attached Exhibit "A" attached hereto (the "Land"). The Land acquired by Buyer
herein shall be acquired together with all appurtenances, hereditaments, rights, privileges and
easements belonging to or in any way appertaining thereto, together with all right, title and
interest of the Seller in and to (i) all public and private streets. roads, avenues, alleys and
passageways, open or proposed, in front of or abutting such property; (ii) any award made or to
be made and any unpaid award for damage to the property by reason of any taking or change of
grade of any such street, road, avenue, alley or passageway; and (iii) Seller's interest in and to
any strips or gores of land within such property (the Land, together with the rights set forth
above, shall be referred to in this Agreement as the "Property").
Section 2 - Purchase Price. The purchase price (the "Purchase Price") to be paid by the Buyer to
the Seller for the Property shall be equal to
The Purchase Price shall be payable as follows:
(a) Within three (3) business days after the Effective Date,
shall be placed with a trustee, mutually acceptable to
Seller and Buyer, for purposes of holding and disbursing the Initial Deposit as required under
this Agreement (the `Initial Deposit Trustee"); provided that the Initial Deposit Trustee shall
provide reasonably satisfactory evidence to Buyer of appropriate insurance to insure Buyer
against any misappropriation of the Initial Deposit by the Initial Deposit Trustee. If the Initial
Review Period is extended pursuant to Section 3 below, then Buyer shall pay to Seller each
Extension Fee (as defined in Section 3(g) below) with respect to each such extension, as set forth
in Section 3 below. The Initial Deposit shall be placed in an interest-bearing account according
to Buyer's direction, and such amounts, together with all accrued interest thereon, shall be
referred to herein as the "Deposit". The Deposit shall be applied to the Purchase Price on the
Closing Date. In addition, the first Extension Fee, if paid by Buyer to Seller pursuant to Section
3(g) below, shall be applied to the Purchase Price on the Closing Date. The second Extension
Fee, if paid by Buyer to Seller under Section 3(g) below, shall not be applied to the Purchase
Price.
JECEIVE
JUN302014 /.1.))k
72235546 2
BY:

(b) The balance of the Purchase Price shall be paid through the Escrow Agent by
certified funds or federal wire transfer, on the Closing Date.
Section 3 - Review Period
(a) Within fifteen (15) days after the Effective Date, the Seller shall deliver to the
Buyer, at the Buyer's expense, originals or complete and accurate copies of the following
documents and instruments, to the extent the same are in Seller's possession or control: (i)copies
of all surveys, title reports, title commitments, title policies, environmental reports and studies,
geotechnical studies, wetland studies; and (ii) all other correspondence, instruments, documents
and papers as may be relevant to the operation, development, construction or title to the
Property. In addition, to the extent the same may affect the Property, Seller shall also deliver to
Buyer, any and all documents executed or received by Seller from the North Carolina
Department of Transportation ("NCDOT") with respect to the Future Street (as defined in
Section 6 below) to be constructed by NCDOT together with applicable county and/or local
governmental authorities (collectively, the "Governmental Authorities") in the location shown on
the Property on Exhibit"B".
(b) Buyer shall have through and including the one hundred eightieth (1 80`h) day
following the Effective Date (the "Initial Review Period") to physically inspect the Property to
determine the feasibility, suitability and desirability of purchasing the Property, and to market
and/or otherwise determine the feasibility of developing the Property for Buyer's intended
purposes, including the right to solicit potential tenants of such development. including without
limitation the satisfaction of the conditions set forth in this Section 3 and Section 8 below. The
Initial Review Period, together with the Extension Periods as set forth in Section 3(g) below
(and/or together with either Extension Period, if Buyer does not exercise both Extension Periods
as permitted under Section 3(g) below), shall be referred to herein together as the "Review
Period".
During the Initial Review Period, Buyer shall complete each of(i) Buyer's investigation
of environmental matters affecting the Property (including wetlands inspection and, if
determined to be applicable by Buyer, the completion of any Phase II inspection of the Property),
and (ii) Buyer's review of the Title Commitment and Survey pursuant to Section 8 below.
(c) Seller hereby grants to the Buyer (and to Buyer's intended tenants and/or
occupants of the Property, and their respective representatives and/or consultants) the right to
enter the Property from time to time prior to the Closing Date for the purpose of conducting its
investigations, tests and studies. The right granted hereunder shall include, without limitation,the
right to conduct soil borings and other geological, environmental, engineering or architectural
studies; to inquire regarding the status of zoning and the availability of utilities without the
payment of any tap in, connection, impact, or other charges or expenses to obtain such services;
and to investigate such other portions of the Property deemed necessary by the Buyer, in the
Buyer's sole discretion. If, for reasons other than any default by Seller under this Agreement,
Buyer does not proceed to purchase the Property pursuant to this Agreement, Buyer shall restore
the condition of the Property to its condition existing prior to the entry by Buyer upon the
Property for purposes of performing any investigations, tests, and/or studies as permitted herein,
to the extent that any such investigations, tests, and/or studies shall alter or change the condition
72235546.2 2 r 7A
4r

of the Property. Buyer shall indemnify and hold Seller harmless from any and all damages,
costs, expenses, and/or liabilities which Seller may incur as a result of any injury to person
and/or damage to property arising in connection with any entry upon the Property by Buyer
(and/or by Buyer's intended tenants and/or their respective representatives and/or consultants).
(d) Buyer shall have the right, during the Review Period. (i) to seek such approvals,
permits, licenses, certificates. exceptions. authorizations, and variances as Buyer, in its sole
discretion. may elect with respect to Buyer's intended development of the Property, including
without limitation any and all governmental approvals, variances. and permits required to rezone
the Property to permit Buyer's intended development of the Property (collectively, the
"Approvals") and (ii) to negotiate and enter into such agreements as Buyer, in its sole discretion,
may elect with any governmental authorities with respect to the permitted zoning and/or
development of the Property, including without limitation the right to obtain any required
governmental approvals or permits required to subdivide the Property in such manner as Buyer
may elect.
Upon request by Seller, Buyer shall deliver copies to Seller of all notices and
other information received by Buyer with respect to such Approvals and/or agreements, and
Seller shall have the right to attend all meetings and discussions with the Governmental
Authorities regarding such Approvals and/or agreements.
Buyer shall also have the right during the Review Period to post such signs at the
Property as Buyer may desire with respect to Buyer's intended development of the Property,
provided that the placement of any such signs shall be subject to Seller's prior written approval,
which approval shall not be unreasonably withheld and shall be deemed given if Buyer does not
receive Seller's written notice of Seller's disapproval thereof within ten (10) days after delivery
by Buyer to Seller of Buyer's written request for Seller's approval thereof.
Seller shall reasonably cooperate with Buyer, with respect to Buyer's efforts to
obtain all such approvals, permits, licenses, certificates, exceptions, authorizations and/or
variances (including rezoning), including the execution and delivery of all required applications,
the attendance at any required meetings or hearings (provided that such attendance shall either
only be as required by any Governmental Authorities or, if not required by any Governmental
Authorities, at the expense of Buyer), and the execution and delivery of any required subdivision
applications, plats or other documents (the "Subdivision Documents"). lf, in order to permit
Buyer to obtain any Approvals and/or agreement required in connection with Buyer's intended
development and use of the Property, such Subdivision Documents are required to be recorded
prior to the Closing Date, then Seller shall cooperate with Buyer to cause such Subdivision
Documents to be prepared, executed, and recorded as may be required by any Governmental
Authorities to permit Buyer to obtain such Approvals and/or to enter into any such agreements.
(e) Buyer's obligation to purchase the Property is also subject to both (i) the
execution by Buyer of such leases, occupancy agreements, and/or other agreements as Buyer
may desire with respect to any and all intended tenants and/or occupants of the Property, upon
terms and conditions satisfactory to Buyer in its sole discretion and (ii) the receipt by Buyer of
such financing in such amount as Buyer in its sole discretion may determine, and upon such
72235546.2 3 'AfrI

terms and conditions as Buyer in its sole discretion may desire, in connection with Buyer's
acquisition and development of the Property.
(I) If Buyer shall determine not to purchase the Property during the Initial Review
Period for any reason in Buyer's sole discretion. then Buyer shall have the right to terminate this
Agreement upon written notice to Seller within five (5) days after the expiration of the Initial
Review Period, and upon such termination, the Initial Deposit shall be paid to Buyer. and Buyer
and Seller shall have no further obligation or liability hereunder.
(g) In addition to Buyer's right to terminate this Agreement upon the expiration of the
Initial Review Period. as set forth in Section 3(f) above. Buyer shall have the right to extend the
Initial Review Period for consecutive extension periods (each a "Extension Period'' and together
the "Extension Period;-) of(i) a first Extension Period of one hundred eighty (180) days and (ii)
a second Extension Period of one hundred eighty (180) days. provided that Buyer shall have
delivered written notice to Seller of Buyer's election to extend the Review Period as permitted
under this Section 3(g) within five (5) days after the expiration of the then-existing Review
Period. T'
_ '') within three (3) business days after Buyer's written notice to Seller of Buyer's election to
extend the Review Period as permitted herein. Each of the Extension Fees, when paid by Buyer
to Seller herein, shall be non-refundable, except in the event of any default by Seller under this
Agreement and/or any termination of this Agreement pursuant to Sections 7, 8, 14 or 16 below.
(h) Within fifteen (15) days after any termination by Buyer of this Agreement
pursuant to this Section 3, Buyer shall deliver to Seller, at no cost to Seller, copies of all final
tests, studies, surveys, and/or other reports received by Buyer with respect to Buyer's
investigations of the Property pursuant to this Section 3.
(i) If Buyer elects to extend the Initial Review Period as permitted herein, then Buyer
shall pay to Seller an additional sum equal to the real estate taxes and assessments that become
payable with respect to the Property during each of the Extension Periods, within ten (10) days
after receipt of the applicable tax bill from Seller (but in no event prior to the date which is thirty
(30) days prior to the date on which such taxes are due and payable), provided that (i) "real estate
taxes and assessments" shall not include any interest, penalties, or other sums payable as a result
of any failure of Seller to pay such real estate taxes and assessments as and when the same are
due and payable, and (ii) to the extent that any special assessments are payable with respect to
the Property, for purposes of calculating Buyer's obligation herein, such special assessments
shall be deemed payable in as many installments as is permitted under law, regardless of the
manner in which Seller elects to pay such special assessments.
Section 4 - Seller's Representations and Warranties. As a material inducement to Buyer to enter
into this Agreement and consummate the purchase and sale of the Property, the Seller represents
and warrants as follows:
(a) The Seller is the sole owner of the Property and has full power, authority and
legal right to enter into this Agreement and to consummate the transaction contemplated hereby.
72235546 2 4

(b) Neither the execution, delivery nor performance of this Agreement (or of any
instrument or document to be executed or delivered pursuant to the terms hereof) will result in
the violation of any contractual obligation of the Seller to any third party; nor will such
execution, delivery or performance result in a violation of any applicable law,judgment, order,
writ, injunction, decree, rule or regulation.
(c) All contracts under which the Seller has any obligations with respect to the
Property can be cancelled (without liability to the Buyer) by the Seller upon thirty (30) days (or
less) written notice.
(d) No other party other than Seller has any claim to the Property by reason of any
purchase agreement, option to purchase, right of first refusal, land installment contract, lease or
other agreement or instrument or by adverse possession or other prescriptive right, except for one
(1) month to month tenant presently occupying a portion of the Property pursuant to an oral
lease.
(e) There are no suits, actions or proceedings pending or threatened against or
concerning Seller and/or the Property.
(f) The Seller has not received notice from any governmental authority advising that
the Property is in violation of any laws.
(g) To the best of Seller's knowledge, the Property has not been used for the
production or storage of hazardous or toxic materials, there are no underground or aboveground
storage tanks located on the Property, and the Property does not contain any hazardous or toxic
materials in quantities which require removal, remediation, and/or treatment under any
applicable federal or state law.
(h) To the best of Seller's knowledge, here are no gas, oil, water. or similar wells or
mine shafts located on the Property, and no party has any rights to install the same.
(i) Seller is not a "foreign person" within the meaning of Section 1445(f)(3) of the
Internal Revenue Code, and on the Closing Date, Seller shall deliver to Buyer all documents
required by Section 1445, including without limitation an affidavit including Seller's taxpayer
identification number and otherwise reasonably satisfactory to Buyer reaffirming such
representation. If necessary, Seller further authorizes Buyer to withhold and deduct from the
Purchase Price all amounts required under Section 1445.
The Seller agrees that the foregoing representations and warranties are true on the date of
this Agreement and shall, as a condition to closing, be true in all respects on the Closing Date.
All representations and warranties contained in this Agreement shall survive the delivery and
recording of the Deed and shall not be deemed merged therein
Section 5 - General Covenants.
(a) Between the date of this Agreement and the Closing Date, the Seller agrees that it
will (i) deliver to the Buyer, promptly after receipt by the Seller, copies of all notices received by
the Seller relating to the Property, including, without limitation, notices of violation issued by
72235546 2 5 �'V V

Governmental Authorities with respect to the Property received by the Seller after the date of this
Agreement: (ii) promptly notify the Buyer of any change in the facts underlying any
representation or warranty and of any change in the condition or status of the Property; and
(iii) reasonably cooperate with Buyer in satisfying Buyer's conditions herein.
(b) Between the date of this Agreement and the Closing Date. the Seller agrees that,
without the Buyer's written consent in each case. which consent shall not be unreasonably
withheld, it will not (i) grant. modify, create, assume or permit to exist any mortgage, lien, lease,
encumbrance. easement. covenant, condition, right of way or restriction upon the Property, or
voluntarily take or permit any action affecting the title to the Property as it exists on the date of
this Agreement, or (ii) become a party to any contracts, agreements. instruments or other
document which affect the Property. Notwithstanding the foregoing, (i) matters with respect to
the Future Street and which are permitted under Section 6 below shall not be deemed a violation
by Seller of this Section 5(b). and (ii) Buyer acknowledges that Seller intends to permit a portion
of the Property to be used for purposes of a lay down yard by the Governmental Authorities in
connection with the construction of the Future Street, and the use of portions of the Property for
such purposes shall not be deemed a violation by Seller of this Section 5(b).
Section 6 - Future Street.
(a) Seller and Buyer acknowledge that the Governmental Authorities have acquired a
portion of Seller's original property, which contained the Property, for purposes of constructing a
street and related improvements in the approximate location as shown on Exhibit "B" attached
hereto (the "Future Street"). During the term of this Agreement, if any Governmental
Authorities shall require any changes to the location and/or configuration of the Future Street
from the location shown on Exhibit "B", and/or to any related land to be used for purposes in
connection therewith (including adjacent land included within any rights of right of way,
easement, or other rights in favor of the Governmental Authorities). then if Buyer shall
disapprove of any such changes, Buyer shall have the right to terminate this Agreement pursuant
to Section 16 below.
(b) During the term of this Agreement, (i) to the extent Seller has the right to consent
to the same, Seller shall not convey, grant, create, or permit to exist any rights in any
Governmental Authorities in and to the Future Street without the prior written consent of Buyer,
which consent may be withheld by Buyer in its sole discretion, (ii) Buyer shall have the right to
participate in all meetings and discussions with all Governmental Authorities regarding any
proposed change in the location and/or configuration of the Future Street (and any portion of the
Land to be used in connection therewith) and/or any rights to be granted to any Governmental
Authorities therein, and the proposed time frame in which the Future Street shall be dedicated
and all improvements therein constructed, and (iii) Seller shall deliver copies to Buyer of all
notices and other information received by Seller with respect to the Future Street.
Section 7 - Environmental Matters. If, in connection with Buyer's investigation of the Property,
Buyer shall determine that the Property contains any hazardous or toxic substances which either
(i) are required to be removed or remediated pursuant to any applicable federal or state law, or
(ii) are required to be removed or remediated in order to permit the Property to be conveyed by
Seller to Buyer free of any restrictive covenant or condition which would affect Buyer's intended
72235546.2 6

development or use of the Property (collectively, "Hazardous Substances"), then Buyer shall
have the right, in Buyer's sole discretion, to do either of the following:
(a) To terminate this Agreement pursuant to Section 3 above.
(b) To require Seller to remove and/or remediate the Hazardous Substances prior to
the Closing Date, in which event (i) Buyer and Seller shall have the right to approve all
environmental consultants and/or contractors used to perform such removal and/or remediation;
(ii) Buyer and Seller shall have the right to review and approve all tests, studies, reports. and any
other information received by Seller in connection with the performance of such removal and/or
remediation, and any and all reports required to be prepared and delivered to any Governmental
Authorities in connection with such removal and/or remediation; and (iii) Seller shall diligently
pursue the performance of such removal and/or remediation, and shall obtain and deliver to
Buyer all required approvals or certificates from all applicable Governmental Authorities
(including, for example, a "No Further Action Letter") confirming that such removal and/or
remediation was performed in accordance with all applicable laws and that the Property may be
conveyed by Seller to Buyer without any restrictive covenant or other condition which would
affect Buyer's intended use or development of the Property (the "Approvals"). If Buyer shall
elect to require Seller to perform such removal and/or remediation. then all such removal and/or
remediation shall be performed by Seller at its sole cost and expense, and the "Closing Date"
shall be extended to that date which is not later than thirty (30) days after the date on which
Seller shall have satisfied all obligations of Seller herein and Buyer shall have received all
Approvals.
If, within thirty (30) days after Buyer's written notice to Seller of Buyer's election to
require Seller to remove and/or remediate the Hazardous Substances prior to the Closing Date
pursuant to this Section 3(b), Seller and Buyer are unable to agree upon the consultants and/or
contractors to be employed in connection with such removal and/or remediation, then either
party shall have the right terminate this Agreement upon written notice to the other party after
the expiration of such thirty (30) day period, provided that if the other party shall, upon written
notice to the terminating party within ten (10) days after receipt of such notice of termination,
agree to employ the consultant and/or contractor which is acceptable to the terminating party,
then such notice of termination shall be of no further force or effect. In addition,
, as set forth in detailed estimates
prepared by the approved consultants and/or contractors, then Seller shall have the right to
terminate this Agreement upon written notice to Buyer; provided, however, that if Buyer shall
deliver written notice to Seller, within ten (10) days after receipt of Seller's written notice of
termination, of Buyer's election to pay all costs of removal and/or remediation which exceed
such sum, then such notice of termination by Seller shall be of no further force or effect, and on
the Closing Date Buyer shall pay to Seller the additional sums required to be paid by Buyer
herein. Upon any termination of this Agreement pursuant to this Section 7(b), the Deposit (and
all Extension Fees, if any) shall be repaid to Buyer.
(d) The respective rights and obligations of Seller and Buyer as set forth herein shall
survive the Closing Date.
1
72235546.2 7

Section 8 - Instruments of Conveyance; Title Defects.
(a) The Seller shall convey good and marketable indefeasible fee simple title to the
Property to the Buyer by good and sufficient general warranty deed (the "Deed"), free and clear
of all defects, encumbrances and clouds on title except the following permitted exceptions (the
"Permitted Exceptions"):
(i) those special exceptions to title shown in the Title Commitment (as
hereinafter defined) and approved by the Buyer in accordance with Section 8 hereof; and
(ii) real estate taxes not yet due and payable.
(b) On the Closing Date. at Buyer's expense. the Title Company shall furnish the
Buyer with an ALTA Owner's Policy of Title Insurance, Form B 1970 (amended) or such other
form as Buyer may require in the amount of the Purchase Price, showing fee simple title in the
Property to be in the Buyer, subject only to the Permitted Exceptions with the so-called "printed"
or "standard" exceptions deleted and with all affirmative insurance or endorsements desired by
Buyer in a form acceptable to Buyer in its sole discretion (the "Title Policy").
(c) Upon execution of this Agreement, Buyer may (i) order from a local agent of First
American Title Insurance Company (through Buyer's Ohio contact: Kimberly Campbell, 216-
802-3537: [e-mail]) (the "Title Company" and the "Escrow Agent") a
commitment for the Title Policy (the "Title Commitment") and cause the same (with copies of
all exceptions attached thereto) to be delivered to the Buyer, and (ii) obtain a current "as built"
survey (the "Survey") of the Property. The Title Commitment shall include any matters
disclosed by the Survey.
At any time within the Initial Review Period, Buyer may serve upon the Seller a notice
specifying those exceptions to title and/or survey if any, to which the Buyer objects (the "Title
Defects"). Notwithstanding the foregoing, Buyer shall have the right to deliver one (1) or more
notices to Seller setting forth the Title Defects, and the delivery of one (1) notice of any Title
Defects shall not be deemed to be a waiver or limitation of Buyer's right to deliver any
subsequent notices of Title Defects to Seller. If Buyer does not deliver any notice to Seller of
any Title Defects prior to the expiration of the Initial Review Period, Buyer shall be deemed to
have objected to all exceptions to title shown on the Title Commitment and to all matters of
Survey which would be shown as an exception to the Title Policy. Any exceptions appearing
after issuance of the Title Commitment and/or Survey shall also be deemed Title Defects unless
approved in writing by the Buyer.
(d) Upon receipt by the Seller of the Buyer's notice of Title Defects, the Seller shall
immediately and diligently pursue the removal of the Title Defects, and Seller shall remove all
Title Defects which can be cured by the payment of money (such as mortgages, liens, or
encumbrances). The Seller shall have thirty (30) days after receipt of notice in which to cure
such Title Defects (or, if the Title Defects are not readily curable within said thirty (30) day
period, then the Seller may have such additional time as the Buyer may permit in writing, in
which case, the Closing Date shall, at the Buyer's option, be extended accordingly) (said thirty
(30) day period, as the same may be extended, being hereinafter referred to as the "Cure
72235546.2 8

Period"). If some or all of the Title Defects can only reasonably be cured at closing, then Seller
may covenant to cure such Title Defects at closing. subject to Buyer's reasonable consent.
Should the Seller he unable to cure the Title Defects within the Cure Period. the Seller shall
notify the Buyer of such fact prior to the expiration of the Cure Period, and the Buyer shall have
the option to (i) accept the Property subject to the Title Defects. except for those Title Defects
which can be cured by the payment of money only or. with the Buyer's consent, insured through
by the 1 Company (which Title Defects the Seller shall discharge or insure through with the
Buyer's consent prior to closing), and if Seller fails to do so. Buyer may do so and reduce the
Purchase Price accordingly; or (ii) require the Seller to continue using commercially reasonable
efforts to cure the Title Defects until Closing: or (iii) declare this Agreement to be null and void
and of no further force or effect, in which case, the Deposit (and all Fxtcnsion Fees, if any) shall
be returned to the Buyer.
(e) The Buyer shall notify the Seller of its election of alternative (i), (ii) or (iii) above
within ten (10) days after receipt of notice from Seller of Seller's inability to cure the Title
Defects. If Buyer fails to so notify Seller within the aforesaid time period, Buyer shall be
deemed to have elected alternative (ii) above. If Buyer elects (or is deemed to have elected) to
proceed under alternative (ii) above, then if Seller is unable to cure such Title Defects as of the
Closing Date, at such time Buyer shall have the right to elect to proceed under alternative (i) or
(iii) above.
Section 9 - Possession. Possession and control of the Property, free and clear of all defects,
encumbrances and clouds on title except for the Permitted Exceptions, shall be delivered to the
Buyer on the Closing Date.
Section 10 - Adjustments.
(a) Subject to Section 3(i) above, real estate taxes and assessments shall be prorated
by Escrow Agent as of the Closing Date according to the last available tax duplicate for the
Property. If the Property is presently subject to any exemption or tax reduction (including
without limitation any "current agricultural use value" reduction), Seller shall pay all increases in
real estate taxes arising as a result of the termination of such tax exemption or reduction. Special
assessments and any re-spread taxes and or reassessments shall be credited against the Purchase
Price on the Closing Date. If either party receives notice of a filing of a tax complaint to increase
real estate taxes, the party receiving such notice agrees to immediately notify the other party of
the filing of the tax complaint and of any hearings or other proceedings scheduled thereon.
Either party, at its own expense, shall have the right to appear and defend against such increase,
although neither party shall be obligated to do so.
(b) The Buyer shall have the exclusive right to file and prosecute and/or appeal a tax
complaint for the year in which the Closing Date occurs and all prior years, and all refunds and
other sums payable by reason of such tax complaint or appeal shall be the property of the Buyer.
1 04
72235546.2 9

Section 11 - Deposit of Funds and Documents.
(a) This Agreement shall constitute instructions to the Escrow Agent, subject to the
terms and conditions of its regular and usual printed form of acceptance, so long as such terms
and conditions are consistent with this Agreement.
(b) All funds and documents required from the Seller and the Buyer shall be
deposited in escrow with the Escrow Agent within thirty (30) days following the expiration of
the Review Period, or such earlier date as Buyer may designate to Seller upon not less than thirty
(30) days prior written notice), subject to extension as permitted pursuant to Sections 7 or 8
hereof(the applicable date for closing being hereinafter referred to as the "Closing Date").
(c) The Seller shall deposit in escrow with Escrow Agent the fully-executed Deed,
and, if applicable, the fully-executed Subdivision Documents.
(d) The Buyer shall deposit in escrow with the Escrow Agent (i) the balance of the
Purchase Price and (ii) such additional funds, if any, as may be due from the Buyer for closing
costs and any amounts due the Seller by reason of prorations.
(c) The Initial Deposit Trustee shall deposit the Deposit in escrow with the Escrow
Agent.
Section 12 - Closing Procedures. On the Closing Date, at such time as (i)the Escrow Agent has
in its possession all funds and documents required from the Seller and the Buyer, (ii) Seller shall
have approved the settlement statement and the form of any other documents required to be
delivered by Seller to the Escrow Agent in order to close the transactions contemplated by this
Agreement, (iii) Buyer shall have approved the settlement statement and the form of any
documents required to be delivered by Buyer to the Escrow Agent in order to close the
transactions contemplated by this Agreement, and (iv) all conditions to closing are either fulfilled
or waived, the Escrow Agent shall do the following:
(a) Record the Deed and, if applicable, the Subdivision Documents;
(b) Deliver to the Seller copies of all documents deposited by the Buyer or the Seller,
a copy of the settlement statement and the funds in its possession to the credit of the Seller, after
charging the Seller and deducting from such funds (i) the cost of any real estate conveyance fee
or transfer tax charged in connection with the transfer of title (including document preparation
and/or revenue stamps); and (ii) any amount due the Buyer by reason of prorations or required
contributions hereunder.
(c) Deliver to the Buyer the original recorded Deed (and, if applicable, the recorded
Subdivision Documents), copies of all other documents deposited by the Buyer or the Seller, a
copy of the settlement statement and the funds in its possession to the credit of the Buyer, if any,
after charging the Buyer and deducting from such funds (i) the cost of recording the Deed;
(ii) the escrow fee; (iii) any amount due the Seller by reason of prorations hereunder; (iv) if
applicable, the cost of recording the Subdivision Documents; (v) the cost of the Title
Commitment and of the Title Policy; and (vi) the cost of the Survey.
72235546.2 l 0

Section 13 - Real Estate Broker. Each party hereto represents to the other that such party has not
dealt with any real estate broker or finder in connection with the transaction contemplated by this
Agreement other than Oscar Williamson of Coldwell Banker Commercial - SCP (the "Broker").
Seller shall pay the commission and other fees due and payable to the Broker in connection with
this Agreement. In the event that the acts of either party shall result in any other broker's or
finder's commission or fee being found due and payable. such causing party agrees to hold the
other party harmless from the payment of any such commission or fee and all costs, expenses
and fees (including reasonable attorney fees) in respect thereto.
Section 14 - Risk of Loss. Risk of loss until the Closing Date shall be borne exclusively by the
Seller. In the event of a taking (or threat thereof) of all or an) portion of the Property by reason
of eminent domain, or deed in lieu thereof the Buyer shall have the option of(i) terminating this
Agreement. or (ii) accepting the Property. together with an assignment by Seller of all of Seller's
rights to the proceeds of such taking or deed in lieu thereof. Notwithstanding anything herein
contained to the contrary, in the event that the Buyer elects to terminate the Agreement pursuant
to this section, then the Deposit (and all Extension Fees, if any) shall be returned to the Buyer,
and neither party shall have any further obligation or liability hereunder.
Section 15 - Events of Default. If Buyer shall default under this Agreement, then Seller, as its
sole remedy, shall have the right to retain the Deposit (and the Extension Fees, if the same have
been paid to Seller under Section 3(g) above) as liquidated damages; provided, however. that if,
at the time of any such default by Buyer, any conditions to Buyer's obligations under this
Agreement shall remain unsatisfied, then Buyer shall continue to have the right to terminate this
Agreement as a result of the failure of any such condition, in which event Buyer shall not be
deemed in "default'' under this Agreement. If Seller shall default under this Agreement. then in
addition to all other rights and remedies available to Buyer under this Agreement, Buyer shall
have the right to receive the return of the Deposit (and all Extension Fees, if applicable) and to
pursue all rights and remedies available at law and/or in equity, including without limitation the
right to pursue specific performance of this Agreement, the right to place a lis pendens upon the
Property, and/or the right to terminate this Agreement and pursue all other rights and remedies
available against Seller with respect to such default.
Section 16 - Condition to Closing. If the location and/or configuration of the Future Street
(and/or any adjacent land thereto to be subject to any rights of way, easements or other rights)
shall be changed from that shown on Exhibit"B", then if Buyer does not approve any such
matters as set forth in Section 6 above, Buyer shall have the right to terminate this Agreement
prior to the Closing Date, and upon any termination of this Agreement by Buyer, the Deposit
(and all Extension Fees, if applicable) shall be returned to Buyer, and Buyer and Seller shall have
no further obligation or liability hereunder.
Section 17 - Further Assurances. In addition, the Seller agrees to execute and deliver such
further instruments of conveyance, sale, assignment or transfer and take or cause to be taken
such other or further action as the Buyer shall reasonably request at any time or from time to
time in order to convey, vest, confirm or evidence in the Buyer title to all or part of the Property
and/or to in any other manner effectuate the terms, conditions and provisions of this Agreement.
72235546.2 11 ��j

Section 18 - Miscellaneous.
(a) This Agreement constitutes the entire agreement between the parties hereto with
respect to the transactions herein contemplated. Any modifications or amendments to this
Agreement shall be effective only if in writing and executed by each of the parties hereto.
(b) Any notices required or permitted to be given hereunder shall be given in writing
and shall be delivered (i) in person, (ii) by certified or registered U.S. mail, postage prepaid,
return receipt requested, (iii) by telecopy, or (iv) by a commercial overnight courier that
guarantees next day delivery and provides a receipt, and shall be addressed as follows:
To Seller: Coastal Carolina Commercial Development, LLC
312 River Drive
Southport, North Carolina 28461
To Buyer: Visconsi Land Co., Ltd.
30050 Chagrin Blvd.
Suite 360
Cleveland, OH 44]24
Attn: Brad Goldberg
With copy to: Taft Stettinius & Hollister LLP
200 Public Square, Suite 3500
Cleveland, OH 44114
Attn: William M. Phillips, Esq.
Either party hereto may change the name and address of the designee to which notice
shall be sent by giving notice of such change to the other party hereto as hereinhefore provided.
Any notice shall be effective on delivery or on the date delivery was refused.
(c) The "Effective Date" of this Agreement shall be deemed to be the last date on
which a party hereto executes this Agreement, and delivers the same to the other party.
(d) The term `Buyer" as used herein shall mean the Buyer or its nominee and their
respective successors and assigns. Buyer shall have the right to assign this Agreement to any
affiliate of Buyer without Seller's written consent; all other assignments of this Agreement by
Buyer shall be subject to Seller's prior written approval, which approval shall not be
unreasonably withheld. This Agreement shall be binding upon and shall inure to the benefit of
the parties hereto and their respective successors and assigns.
(e) This Agreement may be executed in two or more counterparts, each of which
shall be deemed an original and all of which together shall constitute one and the same
instrument.
(0 Either party shall have the right to cause this transaction to be part of a 1031
exchange, and in such event, the other party shall reasonably cooperate with the other party,
72235546.2 12
'�

including the execution and delivery of any and all documents which may be reasonably required
therefor.
(g) If any time period set forth in this Agreement would expire, and/or any date on
which notice is to be delivered and/or performance is required would fall, on a Saturday, Sunday,
or holiday (as defined below), then such time period, and/or delivery of such notice and/or
performance of such obligation, shall be deemed extended to the second (2nd) business day
(defined below) immediately following the Saturday. Sunday, or holiday on which such time
period, and/or the payment of such sum and/or the performance of such obligation, would
otherwise expire and/or be required herein. For purposes of this Agreement, (i) a "holiday"shall
mean any holiday on which either local governmental offices and/or Iocal banks are closed for
business (such as New Year's Day, Christmas, Thanksgiving, Martin Luther King Day,
President's Day, etc.), and (ii) a "business day" shall mean any Monday, Tuesday, Wednesday,
Thursday, and/or Friday which is not a holiday.
IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the
respective dates set forth below their respective signatures.
BUYER: SELLER:
Visconsi Land Co., Ltd., an Ohio limited Coastal Carolina Commercial Development,
liability company LLC, a /V C_ limited liability company
By: Pam-- lAn .N.V. By: � 4
Its: eo- C c15)
Date: �\N 1- \ tie Date: / 6, A,)
72235546.2 13

EXHIBIT "B"
FUTURE STREET
[TO BE ATTACHED]
72235546.2
B-1

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` °nir, „ 'rc„,t,
,, NORTH CAROLINA
1K: ' ':..N*t1ii .f, .> ; Y Department of The Secretary of State
APPLICATION FOR CERTIFICATE OF AUTHORITY
I, ELAINE F. MARSHALL, Secretary of State of the State of North Carolina, do
hereby certify that
Visconsi Land Co., Ltd.
DBA
Visconsi Land Co., Ltd. Liability Co.
a limited liability company organized under the laws of Ohio, having filed on this date an
application conforming to the requirements of the General Statutes of North Carolina, a copy
of which is hereto attached, is hereby granted authority to transact business in the State of
North Carolina. flECEIVE
11 JUN 3 0 2014 I)
BY:
' PEP ,
` ` . '""`20 �k, IN WITNESS WHEREOF, I have hereunto
,/� set my hand and affixed my official seal at the
4,,.„. t,.
r'� - ,p. : City of Raleigh, this 5th day of June, 2014
'''.,_`(;.,:ti*,L V .*-; ffige;At, '4.2.0". flafogaltale
Secretary of State
Document Id: C201414800256

SOSID: 1383379
Date Filed:6/5/2014 4:28:00 PM
Elaine F. Marshall
North Carolina Secretary of State
State of North Carolina C2014 148 00256
Department of the Secretary of State
APPLICATION FOR CERTIFICATE OF AUTHORITY
FOR LIMITED LIABILITY COMPANY
Pursuant to§57D-7-03 of the General Statutes of North Carolina,the undersigned limited liability company hereby applies for a
Certificate of Authority to transact business in the State of North Carolina,and for that purpose submits the following:
I. The name of the limited liability company is Visconsi Land Co., Ltd.
and if the limited liability company name is unavailable for use in the State of North Carolina,the name the limited
liability company wishes to use is Visconsi Land Co., ltd. liability co.
2. The state or country under whose laws the limited liability company was formed is Ohio
3. Principal office information; (Select either a or b.)
a. The limited liability company has a principal office.
The principal office telephone number: 216-464-5550 •
The street address and county of the principal office of the limited liability company is:
Number and Street: 30050 Chagrin Boulevard, Suite 306
City: Pepper Pike State:OH Zip Code:A4124-5704 County: Cuyahoga
The mailing address,if different from the street address,of the principal office of the corporation is:
Number and Street:
City: State:__._. Zip Code: County:
b. ❑The limited liability company does not have a principal office.
4, The name of the registered agent.in the State of North Carolina is: CT Corporation System •
5. The street address and county of the registered agent's office in the State of North Carolina is:
Number and Street:150 Fayetteville, Box1011
City:Raleigh State: NC Zip Code:27601 County: Wake
6. The North Carolina mailing address,if different from the street address,of the registered agent's office in the State of North
Carolina is:
Number and Street:
City: State: NC Zip Code: County:
CORPORATIONS DIVISION P.O.BOX 29622 RALEIGH,NC 27626-0622
(Revised January 2014) (Form L-09)

APPLICATION FOR CERTIFICATE OF AUTHORITY
Page 2
7. The names,titles,and usual business addresses of the current company officials of the limited liability company are:
(use attachment if necessary)
Name and Title Business Address
Anthoni Visconsi 11 30050 Chagrin Blvd., Pepper Pike, OH 44124
Dominic A. Visconsi, Jr. 30050 Chagrin Blvd., Pepper Pike, OH 44124
8. Attached is a certificate of existence(or document of similar import),duly authenticated by the secretary of state or other official
having custody of limited liability company records in the state or country of formation. The Certificate of Existence must be
less than six months old. A photocopy of the certification cannot be accepted.
9. If the limited liability company is required to use a fictitious name in order to transact business in this State,a copy of the resolution
of its managers adopting the fictitious name is attached.10. (Optional):Please provide a business e-mail address: [e-mail]
The Secretary of State's Office will e-mail the business automatically at the address provided above at no cost when a document p,',,
is filed. The e-mail provided will not be viewable on the website. For more information on why this service is offered,please .7c-st-
see the instructions for this document.
I I.This application will be effective upon filing,unless a delayed date and/or time is specified:
This the 27 day of May 20 4
Visconsi Land Co., Ltd.
Name of Limited liability Company
i)cv t%J G wAel
Signature of Company Official
Dominic A. Visconsi, Jr., Member
Type or Print Name and Title
Notes:
1. Filing fee is$250. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P.O.BOX 29622 RALEIGH,NC 27626-0622
(Revised January 2014) (Form L-09)

UNITED STATES OF AMERICA
STATE OF OHIO
OFFICE OF THE SECRETARY OF STATE
I, Jon Husted, do hereby certify that I am the duly elected, qualified and present
acting Secretary of State for the State of Ohio, and as such have custody of the
records of Ohio and Foreign business entities; that said records show VISCONSI
LAND CO., LTD., an Ohio Limited Liability Company, Registration Number
1352800, was organized within the State of Ohio on November 19, 2002, is
currently in FULL FORCE AND EFFECT upon the records of this office.
Witness my hand and the seal of the
IpA
la � Secretary of State at Columbus, Ohio
cC
this 27th day of May,A.D. 2014.
owl tn
190417 #216.6&"
Ohio Secretary of State
Validation Number: 201414701798

For D NR Use ONLY
Reviewer. __, ,.,/!v
�'� tai
North Carolina De artment of Environment and
p Submit: _ t
' �� Natural Resources
NCDENR Request for Express Permit Review
Confirm:
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
package of the project location.Please include this form in the application package.
proyAsheville Region-Alison Davidson 828-296-4698;alison.davidson(wncdenr. av relit d t this
• b related to this kaject
• Fayetteville or Raleigh Region-David Lee 919-791-4203;david.lee(ojncdenr.pov
• Mooresville&Winston Salem Region-Patrick Grogan 704-235-2107 or patrick.grogan(c ncdenr.gov SW
4Ay'-----
• Washington Region-Lyn Hardison 252-948-3842 or 1yn,[e-mail] SW
• Wilmington Region-Cameron Weaver 910.796-7303 or cameran.weever[d?ncdonr.gov NIRD ,__.
NOTE:Project application received after 12 noon will be stamped in the following work day. N " `'
WQ
Project Name: VISCONSI COMPANIES LTD-SOUTHPORT_NC. County:BRUNSWICK WQ
Applicant:JEFFREY COSSEL Company:VISCONSI COMPANIES LTD E&S
Address:360 CORPORATE CIRCLE 30050 CHAGRIN BLVD City:PEPPER PIKE,State:OH Zip: E&S -
44124-5704 Oth=.r.
Phone:[phone], Fax:[phone],Email:jcossel(@visconsi.com
Physical Location:LONG BEACH RD SE(HWY 133),APPROX 0,3 MI S OF SOUTHPORT SUPPLY RD SE(HWY 211);JUST N OF PORT LOOP ROADI
Project Drains into JUMP AND RUN CREEK waters-Water classification SC:SW(for classification see-
http l uortal.ncdenr grglweblwgLpslcsuielnsslfrcai on.)
Project Located in CAPE FEAR River Basin. Is project draining to class ORW waters?N,within Y2 mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters?Y
Engineer/Consultant:RICK MOORE Company:MCKIM AND CREED
Address:243 N FRONT ST City:WILMINGTON, State: NC Zip:28401-
Phone:[phone], Fax: ,Email: [e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE
$0.09 #100 JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
Scoping Meeting ONLY I DWQ, 0 DCM, ®DLR,❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM(S)YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑401 Unit 0 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 Wetland( linear ft or acres)
[)Riparian Buffer Authorization ❑Minor Variance 0 Major General Variance
14 State Stormwater [1] General 0 SFR, ❑SFR<1 ac, LI Bkhd&Bt Rmp, 0 Clear&Grub, ❑Utility d Other
❑ Low Density ❑ Low Density-Curb&Gutter #Curb Outlet Swales LI Off-site[SW (Provide permit#)]
® High Density-Detention Pond 2#Treatment Systems LI High Density-Infiltration #Treatment Systems
0 High Density-Bio-Retention #Treatment Systems 0 High Density-SW Wetlands #Treatment Systems
❑High Density-Other #Treatment Systems /0 MOD:Ie:i Major 0 Minor 0 Plan Revision LI Redev,Exclusion SW (P'r:vide permit4)
❑Coastal Management (] Excavation&Fill ©Bridges&Culverts 0 Structures information
❑ Upland Development 0 Marina Development ❑Urban Waterfront
®Land Quality E,4 Erosion and Sedimentation Control Plan with 12 acres to be disturbed.(CK# (for DENR use))
SECTION THREE-PLEASE CHECK ALL THAT„IS APPLICABLE TO YOUR PROJECT(for bothscqpi_rtg andexpfess meeting request)
Wetlands on Site LI Yes 0 No Buffer Impacts: ►4 No n YES: acre(s)
Wetlands Delineation has been completed: Yes El No Isolated wetland on Property©Yes No
US ACOE Approval of Delineation completed:❑Yes r No 404 Application in Process wl US ACOE: ❑Yes ® No Permit
Received from US ACOE❑Yes 0 No
Fee Split for multiple permits:_fCheck# ) Total Fee Amount $
SUBMITTAL DATES Fee SUBMITTAL DATES Fee
CAMA $ Variance(0 Maj;❑Min) —
$
SW(0 HD,❑LD,❑Gen) $ 401: $
LDS $ Stream Deter,--,— $
NCDENR EXPRESS January 2014

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VISCONSI
COMPANIES LTD
VISCONSI COMPANIES LTD
Southport, NC
BRUNSWICK COUNTY, NC
STORMWATER
DESIGN NARRATIVE
Prepared for:
VISCONSI COMPANIES LTD
360 Corporate Circle
30050 Chagrin Boulevard
Pepper Pike,OH 44124-5704
Prepared by:
243 North Front Street
Wilmington, NC 28401 ,,,,
try
(910)343-7.048 +'' � N hQ�''' ,
y
SEAL
Project #6523-0001 (40) 4= 025503
%Ss, cAic me Ad
�I r�' a t eA tri '�,'
r
March 2014

VISCONSI COMPANIES LTD.
SOUTHPORT, NC
BRUNSWICK COUNTY, NORTH CAROLINA
Project#6523-0001 (40)
Table of Contents
DESIGN NARRATIVE
I. EXISTING SITE
II. PROPOSED IMPROVEMENTS
ATTACHEMENT 1 —USCS MAP
ATTACHMENT 2— BRUNSWICK COUNTY SCS SOILS MAPS
ATTACHMENT 3 — SITE PLAN
Page 1

DESIGN NARRATIVE
Existing Site
• The proposed site of the Visconsi. Companies Ltd. 27.5-acre project primarily consists of
woodland, however a metal storage building and concrete pad which once housed a Lowe's
Home Improvements store is also partially located on the site. An existing sewer easement
runs through the property parallel to Jump and Run Creek. The east side of the property is
zoned as CO-CLD and the west side is zoned CO-R-6000. The zoning line will serve as a
dividing line between the proposed development to the east and proposed conservation area to
the west. The property fronts NC Hwy 1.33 which is currently under construction, while the
remaining perimeter is bounded by residential development. The existing topography is
mildly sloping and stormwater runoff drains as sheet flow to Jump and Run Creek. There are
wetlands present within the parcel boundary, however, there are no wetlands within the
stormwater project boundary.
Based on the USDA National Resources Conservation Service Soil Survey, the underlying soils
within the project area are predominantly Muckalee loam (Mk), Torhunta mucky fine sandy
loam(To),Murville mucky fine sand (Mu), Mandarin (Ma), and Leon fine sand (Lo).
According to the latest surface water classifications published by NCDENR, Jump and Run
Creek is classified as an SC;Sw.
Proposed Improvements
The Visconsi Companies LTD - Southport, NC project proposes to install a 35,502-square foot
retail anchor building, along with an additional 9,600-square foot attached retail space, 10,800-
square foot permissible stand-alone building area and four(4)outlots. Associated parking lots,
driveways, and loading areas will also be included in the proposed development. The runoff
from the project site will be conveyed through a piped system that drains to two (2) onsite wet
detention ponds. The ponds will treat the first 1.5-inches of runoff and will ultimately
discharge into Jump and Run Creek.
The total disturbed area for this project is estimated to be twelve (12) acres. Clearing and
grading efforts will be required for the majority of this project site. Erosion protection will
consist of a construction entrance, silt fence with adequately spaced stone outlets, inlet
protection and sediment basins.
Page 2

ATTACHEMENTS 1 -- USGS MAP

•1 , • �! SOUTI IPORT(NC)QUADRANGLE".` NORTH C:AROLINA (CAROLINA
(BOLIVIA) mu#opo TOPOGRAPHIC SERIES BEACH)
078'04'01.97'W (FUNSTON) 078'01'30 37"W
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niThon
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Produced by MyTopo Terrain Navigator M(..E 7 '�• '�
Topography based on USGS 1:24 000
1 0o loon SOU'I' :PORT'(NC-).NC
Maps YARDS
190
North American 1983 Datum(NAD831 0 7
Lambert Conformal Conic Projection , ---- _.
KROMErER
lb place on the predicted North American GN 1,s4° CONTOUR INTERVAL '. ...
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26M E WNATIONAL GEODETIC VERTICAL DATUM 1929

ATTACHMENT 2 - BRUNSWICK COUNTY SCS SOILS MAPS

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SOUTHPORT,NC
Map Unit Legend
Brunswick County,North Carolina(NC019)
Map Unit Symbol Map Unit Name Acres In AOI Percent of AOl
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slopes
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loam
Totals for Area of Interest 25.6 100,0%
__..._ .._.._r.._... _.._.. ..................__ . . ..__ ._ ._.._...........
ispi Natural Resources Web Soil Survey 3l1312014
Conservation Service National Cooperative Soil Survey Page 3 of 3

ATTACHMENT 3 - SITE PLAN

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For ULNR Use
ONLY
(
Reviewer: -- `!,, _,
North Carolina Department of Environment and submitSq
,.r' Natural Resources i G CLgi
rme
NCDENR Request for Express Permit Review --- - -1?-.
Confirm:
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
package of the project location.Please include this form in the application package.
Asheville Region-Alison Davidson 828-296-4698;alison.davidsonCa ncdenr.gov relae Provided thistino Permlf,
• related to this Project
• Fayetteville or Raleigh Region-David Lee 919.791-4203;david.leepncdenr.gov
• Mooresville& Winston Salem Region-Patrick Grogan 704-235-2107 or pat rick.gropanCuncdenr.gov SW -
• Washington Region-Lyn Hardison 252-948-3842 or lvn,hardison c ncdenr.gov FAN
5W
• Wilmington Region-Cameron Weaver 910-796-7303 or cameron,weever(d ncdenr.gov NPcES
NOTE:Project application received after 12 noon will be stamped in the following work day. ND6
VY�
Project Name:VISCONSI COMPANIES LTD-SOUTHPORT,NC County:BRUNSWICK WC
Applicant:JEFFREY COSSEL Company:VISCONSI COMPANIES LTD E&S Address:360 CORPORATE CIRCLE 30050 CHAGRIN BLVD City;PEPPER PIKE,State: OH Zip: E&S
44124-5704 Other __
Phone:[phone],Fax:[phone], Email:jcossel@visconsi,com
Physical Location;LONG BEACH RD SE(HWY 133),APPROX 0.3 MI S OF SOUTHPORT SUPPLY RD SE(HWY 211),JUST N OF PORT LOOP ROADI
Project Drains into JUMP AND RUN CREEK waters-Water classification SC:SW(for classification see-
h tp:liporlal ncdenr,orglweb/wrks,lcsulclassiticatinns)
Project Located in CAPE FEAR River Basin. Is project draining to class ORW waters?N,within / mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters?Y
Engineer/Consultant: RICK MOORE Company:MCKIM AND CREED
Address:243 N FRONT ST City:WILMINGTON, State:NC Zip:28401-
Phone:[phone],Fax: - ,Email:[e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT,IF AVAILABLE
$0.00 #100 JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
®Scoping Meeting ONLY P1 DWQ, ❑DCM, ►1 DLR,❑OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM(S)YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑401 Unit 0 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 Wetland(linear ft or acres)
❑Riparian Buffer Authorization ❑Minor Variance ❑ Major General Variance
►< State Stormwater 0 General 0 SFR, ❑SFR<1 ac. ❑Bkhd&Bt Rmp, ❑Clear&Grub, ❑Utility ❑Other
❑Low Density 0 Low Density-Curb&Gutter —It Curb Outlet Swales ❑Off-site[SW (Provide permit#)]
Ej High Density-Detention Pond 2#Treatment Systems ❑High Density-Infiltration #Treatment Systems
❑High Density-Bio-Retention #Treatment Systems ❑High Density-SW Wetlands _#Treatment Systems
0 High Density-Other #Treatment Systems /❑MOD:1'I Major❑ Minor[j Plan Revision ❑ Redev,Exclusion SW (Provide permit#)
❑Coastal Management ❑Excavation&Fill ©Bridges&Culverts ❑Structures Information
❑Upland Development 0 Marina Development ❑Urban Waterfront
®Land Quality ( Erosion and Sedimentation Control Plan with 12 acres to be disturbed.(CK# (for DENR use))
SECTION THREE-PLEASE CHECK ALL THAT iS APPLICABLE TO YOUR PROJECT(for both scopjm and express meeting request)
Wetlands on Site W. Yes❑No Buffer Impacts: Z No❑YES: acre(s)
Wetlands Delineation has been completed: Y1 Yes❑No Isolated wetland on Property❑Yes /1 No
US ACOE Approval of Delineation completed:❑Yes®No 404 Application in Process wl US ACOE: [-j Yes No Permit
Received from US ACOE❑Yes >=1 No
ii
Fee Spilt for multiple permits: (Check# ) Total Fee Amount $,
SUBMITTAL DATES Fee SUBMITTAL DATES Fee
CAMA $ Variance(❑Maj;❑Min) $
SW(0 HD,Q LD,❑Gen) $ 401: $
LOS $ Stream Deter,-__
NCDENR EXPRESS January 2014

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VISCONSI
COMPANIES LTD
VISCONSI COMPANIES LTD
Southport, NC
BRUNSWICK COUNTY, NC
STORM WATER
DESIGN NARRATIVE
Prepared for:
VISCONSI COMPANIES LTD
360 Corporate Circle
30050 Chagrin Boulevard
Pepper Pike,OH 44124-5704
Prepared by:
0,V4P r 11 &CREED
243 North Front Street
Wilmington, NC 28401
010it%
[phone] 414
1/ I'
I
25503
Project #6523-0001 (40) 0SEAL 4/1
March 2014

VISCONSI COMPANIES LTD.
SOUTHPORT, NC
BRUNSWICK COUNTY, NORTH CAROLINA
Project#6523-0001 (40)
Table of Contents
DESIGN NARRATIVE
I. EXISTING SITE
IL PROPOSED IMPROVEMENTS
ATTACHEMENT 1 —USGS MAP
ATTACHMENT 2—BRUNSWICK COUNTY SCS SOILS MAPS
ATTACHMENT 3 — SITE PLAN
Page

DESIGN NARRATIVE
Existing Site
The proposed site of the Visconsi Companies Ltd. 27.5-acre project primarily consists of
woodland, however a metal storage building and concrete pad which once housed a Lowe's
Home Improvements store is also partially located on the site. An existing sewer easement
runs through the property parallel to Jump and Run. Creek. The east side of the property is
zoned as CO-CLD and the west side is zoned CO-R-6000. The zoning line will serve as a
dividing line between the proposed development to the east and proposed conservation area to
the west. The property fronts NC Hwy 133 which is currently under construction, while the
remaining perimeter is bounded by residential development. The existing topography is
mildly sloping and stormwater runoff drains as sheet flow to Jump and Run Creek. There are
wetlands present within the parcel boundary, however, there are no wetlands within the
storniwater project boundary.
Based on the USDA National Resources Conservation Service Soil Survey, the underlying soils
within the project area are predominantly Muckalee loam (Mk), Torhunta mucky fine sandy
loam(To), Murville mucky fine sand (Mu), Mandarin (Ma), and Leon fine sand (Lo).
According to the latest surface water classifications published by NCL)ENR, Jump and Run
Creek is classified as an SC; Sw.
Proposed Improvements
The Visconsi Companies LTD -Southport, NC project proposes to install a 35,502-square foot
retail anchor building, along with an additional 9,600-square foot attached retail space, 10,800-
square foot permissible stand-alone building area and four(4) outlets. Associated parking lots,
driveways, and loading areas will also be included in the proposed. development. The runoff
from the project site will be conveyed through a piped system that drains to two (2) onsite wet
detention ponds. The ponds will treat the first 1.5-inches of runoff and will ultimately
discharge into Jump and Run Creek.
The total disturbed area for this project is estimated to be twelve (1.2) acres. Clearing and.
grading efforts will be required for the majority of this project site. Erosion protection will
consist of a construction entrance, silt fence with. adequately spaced stone outlets, inlet
protection and sediment basins.
Page 2

ATTACHEMENTS 1 - USGS MAP

• SO1 TIIPORT(NC)QI,IADR.ANOI E.
NORTH CAROLINA (CAROLINA
•(BOLIVIA) I"mitDpo .[(:)E'O(.;RAI'HIC SERIES BEACH)
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(Unavailable) * SCALE 1:24000 (CAPE FEAR)
N 8 1
Maps 990
Produced by M11yTapo Terrain M.L.E:
YARDS
1
Topography based on 1 0USG:1:24,000
1000 CSC?L�' `H O I`(NC"),NC
u _ _-____ __,
North American i983 Datum(NAD83) 0 1
Lambert Conformal Conic projection —..- —
cii OMETER
To place on the predicted North American ON 1.64° CONTOUR INTERVAL 5 FEET
1927 move the project on lines;19M N and MN $ �
26M bWNATIONAL GEODETIC VERTICAL DATUM 1929

ATTACHMENT 2 - BRUNSWICK COUNTY SCS SOILS MAPS

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Soil Map—Brunswick County,North Carolina VISCONSI COMPANIES LTD-
SOUTHPORT,NC
Map Unit Legend
Brunswick County,North Carolina(NC019)
Map Unit Symbol Map Unit Name Acres In AOl Percent of AOl
KrB Kureb fine sand,1 to 8 percent , 0.3 1.1%
slopes
Lo Leon fine sand 1.7 6,6%
Ma Mandarin fine sand 2.2 8.8%
Mk Muckalee loam 12.5 49.0%
Mu Murville mucky fine sand 4.1 16.0%
To Torhunta mucky fine sandy 4.7 18.5%
loam
Totals for Area of Interest 25.6 100.0%
05iq Natural Resources Web Soil Survey 3/13/2014
Conservation Service National Cooperative Soil Survey Page 3 of 3

ATTACHMENT 3 - SITE PLAN

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Nelson, Christine
From: Nelson, Christine
Sent: Friday, May 16, 2014 4:02 PM
To: 'Richard (Rick)A. Moore'
Cc: Kathryn Espinoza; Weaver, Cameron
Subject: RE: Visconsi Shopping Center question
Rick,
If you think about redevelopment on a more global level, I think this will answer your question. When designing a site
that is strictly a redevelopment exclusion project, then you just show that the redeveloped BUA, in its new
configuration, is not increasing and that the treatment is equal or better to the existing condition. If the BUA then
increases beyond what is existing, you can still get the redevelopment exclusion for the amount of existing BUA that is
not within one of those pond drainage areas as long as it is equal to or less than the existing BUA and demonstrates
equal or better treatment.
For this combo type permit, the amount of existing redeveloped BUA can be rearranged the same way as a pure
redevelopment exclusion,you just have to demonstrate it is equal or less BUA and equal or better treatment. Without
seeing what the existing treatment is, I cannot say whether the level spreader will be considered equal or better, but
you can certainly provide something to justify it though it might be a tougher sell since you are moving it closer to the
surface waters.
By the way, have you gotten permission to pipe that stream to avoid the BUA in the buffer issues?
I hope this makes sense. Please let me know if you have more questions!
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Richard (Rick) A. Moore [mailto:RAMooreftmckimcreed.com]
Sent: Friday, May 16, 2014 12:14 PM
To: Nelson, Christine
Cc: Kathryn Espinoza
Subject: Visconsi Shopping Center question
Christine-
This is in reference to the shopping center in Southport that we had a scoping meeting on about a month ago. We have
a submittal set for May 29. Question for you as we tighten up everything for the submittal. We discussed in the scoping
meeting that our existing impervious had to be included in the calcs for our treatment volume if the area flowed through
the BMP. We have been looking at and discussing various grading arrangements to utilize slotted drains to bypass this
existing BUA around the BMP. As we looked at our options, It brought up a question -do we have to exclude the
existing BUA from the BMP or can we "swap" it with some of the proposed BUA for the site? I think the pdf will explain
better what I'm asking than I can here in text.
The scenario in the attached pdf shows 1.2 acres of existing BUA in red (I excluded the existing BUA on outparcel 3
because it is in a different drainage area going to the pond in the SE corner). The blue area is approximately 1.1 acres.
The question is whether we can take the credit for the 1.2 acres of existing BUA and use it for the proposed BUA shown
in blue. We would provide a level spreader and filter strip at the outlet for the runoff from the blue to provide equal or
better treatment. And the red existing BUA would be treated in our proposed wet pond in the SW corner.
1

Please let me know if this is acceptable. If it isn't, we will have to design our wet pond with retaining walls underwater.
I try to avoid this at all costs for many reasons...
Thanks,
Rick
Richard (Rick) A. Moore, PE, LEED API Senior Project Manager
Tel [phone] ext 214 I Cell 910.386.6359
243 North Front Street I Wilmington, NC 28401
RAMooreamckimcreed.com I http://www.mckimcreed.com
M ,
ENGINEERS SURVEYORS PLANNERS
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To send me a file larger than 10MB please click here
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the author and do not necessarily represent those of the
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accepts no liability for any damage caused by any virus
transmitted by this e-mail.
2

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+()r 4 I Reviewer. �_As,__.�_,_
submitNorth Carolina Department of Enviro ent anddigiA
Natural Resources , Ey//�
Request for Express Permit Review 1 1` i ��-�
NCDENR Confirm '' t)-?tc
FILL-1N 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
package of the project location.Please include this form in the application package.
ProviAsheville Region-Alison Davidson 828.296-4698;atiso .davidson(aincdenr, related ded_Exist3nq Permits• n � eiated#Q,thjs Project
• Fayetteville or Raleigh Region-David Lee 919-791-4203;david.leeOncdenr,gov
• Mooresville& Winston Salem Region-Patrick Grogan 704-235.2107 or petrick.progan(d'ncdenr.gov SV'' _--
• Washington Region-Lyn Hardison 252-948-3842 or lyn,hardison(a)ncdenr.gov .:lv
• Wilmington Region-Cameron Weaver 910.796-7303 or _SW ,.�,..
9 g rat=�t<>,
NOTE:Project application received after 12 noon will be stamped in the following work day. tip' `'
wQ
Project Name:VISCONSI COMPANIES LTD-SOUTHPORT NC County:BRUNSWICK WO _
Applicant:JEFFREY COSSEL Company:VISCONSI COMPANIES LTD E&S
Address:360 CORPORATE CIRCLE 30050 CHAGRIN BLVD City: PEPPER PIKE,State:OH Zip: E&S —
44124-5704
Czthor
Phone:[phone], Fax:[phone],Email:[e-mail]
Physical Location:LONG BEACH RD SE(HWY 133),APPROX 0.3 MIS OF SOUTHPORT SUPPLY RD SE(HWY 211):JUST N OF PORT LOOP ROADI
Project Drains into JUMP AND RUN CREEK waters—Water classification SC;SW(for classification see-
httP.iyportal mcdenr hrglweta/wq/ps/csu/classificaliuns)
Project Located in CAPE FEAR River Basin, Is project draining to class ORW waters?N,within%mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters?Y
Engineer/Consultant:RICK MOORE Company:MCKIM AND CREED ,//
Address:243 N FRONT ST City:WILMiNGTON, State:NC Zip:28401- ' .sI iij 1 f(9 r
Phone:[phone], Fax: - -- ,Email:[e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT,IF AVAILABLE G$0.009 #100 JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
®Scoping Meeting ONLY DWQ, ❑DCM, X4 DLR,❑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:_#of stream calls—Please attach TOPO map marking the areas in questions
[=j 401 Water Quality Certification ❑Isolated Wetland( _linear ft or acres)
Riparian Buffer Authorization ❑Minor Variance 0 Major General Variance
►/ State Stormwater El General ri SFR, ❑SFR<1 ac. ❑Bkhd&Bt Rmp, ❑Clear&Grub, ❑ Utility ❑Other
❑Low Density 0 Low Density-Curb&Gutter #Curb Outlet Swales ❑Off-site(SW (Provide permit#))
®High Density-Detention Pond 2#Treatment Systems ❑ High Density-Infiltration ®#Treatment Systems
©High Density-Bio-Retention —#Treatment Systems ❑High Density—SW Wetlands ®#Treatment Systems
El High Density-Other —#Treatment Systems /❑MOD:rt Major❑ Minor❑Plan Revision ❑ Redev,Exclusion SW (Provide permit#)
0 Coastal Management ❑ Excavation&Fill ❑Bridges&Culverts ❑Structures Information
Q Upland Development ❑Marina Development ❑Urban Waterfront
®Land Quality 1/ Erosion and Sedimentation Control Plan with 12 acres to be disturbed.(CK# (for DENR use))
SECTION THREE—PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT(for both scoping and express meeting request)
Wetlands on Site AI. Yes❑No Buffer Impacts: Z No❑YES: acre(s)
Wetlands Delineation has been completed: Yes 0 No Isolated wetland on Property❑Yes /;1 No
US ACOE Approval of Delineation completed:El Yes y No 404 Application in Process w/US ACOE: ❑Yes ® No Permit
Received from US ACOE ❑Yes )=1 No
Fee Spilt for multrple„permits JCheck# t Total Fee Amount $
SUBMITTAL DATES Fee
1 SUBMITTAL DATES Fee CAMA . $ Variance(❑Maj;❑Min) $
SW(p MD,D LD,❑Gen) $ 401: $
LOS $ Stream Deter, $
NCOENR EXPRESS January 2014
Cj 9 1 Li 5 — c,0,p)e3 Q7 r0(f)x - c.)6\\c c-ee.v\5

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VISCONSI
COMPANIES LTD
VISCONSI COMPANIES LTD
Southport, NC
BRUNSWICK COUNTY, NC
STORM WATER
DESIGN NARRATIVE
Prepared for:
VISCONSI COMPANIES LTD
360 Corporate Circle
30050 Chagrin Boulevard
Pepper Pike,OH 44124-5704
Prepared by:
diafr s
11.4e/ 11 & REED
243 North Front Street
Wilmington, NC 28401
[phone] 4,0 "" •t,„,
41,
i•
Project U6523-0001 (40)
sEAL
7:7,. 025503 074-
‘,-8.
7 \qv"
March 2014

VISCONSI COMPANIES LTD.
SOUTHPORT, NC
BRUNSWICK COUNTY, NORTH CAROLINA
Project#6523-0001 (40)
Table of Contents
DESIGN NARRATIVE
I. EXISTING SITE
IL PROPOSED IMPROVEMENTS
ATTACHEMENT I —USGS MAP
ATTACHMENT 2— BRUNSWICK COUNTY SCS SOILS MAPS
ATTACHMENT 3 — SITE PLAN
Page 1

DESIGN NARRATIVE
Existing Site
The proposed site of the Visconsi Companies Ltd. 27.5-acre project primarily consists of
woodland, however a metal storage building and concrete pad which once housed a Lowe's
Home Improvements store is also partially located on the site. An existing sewer easement
runs through the property parallel to Jump and Run Creek. The east side of the property is
zoned as CO-CLD and the west side is zoned CO-R-6000. The zoning line will serve as a
dividing line between the proposed development to the east and proposed conservation area to
the west. The property fronts NC Hwy 1.33 which is currently under construction, while the
remaining perimeter is bounded by residential development. The existing topography is
mildly sloping and stormwater runoff drains as sheet flow to Jump and Run Creek. There are
wetlands present within the parcel boundary, however, there are no wetlands within the
stormwater project boundary.
Based on the USDA National Resources Conservation Service Soil Survey, the underlying soils
within the project area are predominantly Muckalee loam (Mk), Torhunta mucky fine sandy
loam(To), Mu.rville mucky fine sand (Mu), Mandarin (Ma), and Leon fine sand (Le).
According to the latest surface water classifications published by NCDENR, Jump and Run
Creek is classified as an SC; Sw.
Proposed Improvements
The Visconsi Companies LTD — Southport, NC project proposes to install a 35,502-square foot
retail anchor building, along with an additional 9,600-square foot attached retail space, 10,800-
square foot permissible stand-alone building area and four(4) outlots. Associated parking lots,
driveways, and loading areas will also be included in the proposed development. The runoff
from the project site will be conveyed through a piped system that drains to two (2) onsite wet
detention ponds. The ponds will treat the first 1.5-inches of runoff and will ultimately
discharge into Jump and Run Creek.
The total disturbed area for this project is estimated to be twelve (12) acres. Clearing and.
grading efforts will be required for the majority of this project site. Erosion protection will
consist of a construction. entrance, silt fence with adequately spaced stone outlets, inlet
protection and sediment basins.
Page 2

ATTACHEMENTS 1 - USGS MAP

•
SOI.)TNPORT(NC)QUADRANGLE
- NORTH CAROLINA t CAR+OLINA
(BOLIVIA) r L pO "tit)POGRAPHIC SERIES BEACH)
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Declination
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N o 1
Produced by F1yTopo Terrain Navigaror M LF..
Topography based on USGS 1:24;000 n 1000
SOU I` '{ it'I`(.N{. ) N{..
Maps YARDS990
North American 1983 Datum(NAU83) {t 1
Lambert Conformal Conic Projection — -----
KILOME7 ER
To place on the predicted North American GN 1,64'E CONTOUR INTERVAL 6 FEET
1927 move Ile projection tines 19M N and MN 66°
26M NATIONAL GEODETIC VERTICAL DATUM 1929

ATTACHMENT 2 - BRUNSWICK COUNTY SCS SOILS MAPS

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Soil Map—Brunswick County,North Carolina VISCONSI COMPANIES LTD-
SOUTHPORT,NC
Map Unit Legend
Brunswick County,North Carolina(NCO19)
Map Unit Symbol Map Unit Name 1 Acres in AOl Percent of AOI
Kra Kureb fine sand,1 to 8 percent : 0.3 1.1 Q%0
slopes
Lo Leon fine sand 1,7 6.6%
•
Ma Mandarin fine sand 2.2 6.8%
Mk Muckalee loam 12.6 49,0%
Mu Murville mucky fine sand 4,1 16.0%
To Torhunta mucky fine sandy 4.7 18.5%
loam
Totals for Area of Interest 25.6 100.0%
�___�.....__......__61
5Cz Natural Resources Web Soil Survey 3/13/2014
Conservation Service National Cooperative Soil Survey Page 3 of 3

ATTACHMENT 3 - SITE PIA

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Weaver, Cameron
From: Richard (Rick) A. Moore [[e-mail]]
Sent: Tuesday, March 25, 2014 8:57 AM
To: Weaver, Cameron
Cc: Kathryn Espinoza; Paul Masten
Subject: Express Scoping Meeting Request
Attachments: image001.jpg; 2014_03_25 Express Scoping Submittal.pdf
Cameron-
Long time no see- hope all is well for you these days! I have attached an Express Scoping Meeting request package for
a proposed development in Southport. Can you please take a look and make sure it has everything you need and then
let me know a couple of potential dates/times for the scoping meeting? We are also coordinating with S&ME to have
them attend as well to discuss their findings.
I am out tomorrow thru the end of the week for a project in Asheville. And next Wednesday,April 2 I have a conflict but
am free otherwise.
Thanks for your help-
Rick
Richard (Rick) A. Moore, PE, LEED AP I Senior Project Manager
Tel [phone] ext 214 I Cell 910.386.6359
243 North Front Street I Wilmington, NC 28401
[e-mail] I http://www.mckimcreed.com
4McKIM&CREED
ENGINEERS SURVEYORS PEANNERS
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Options for Meeting Diffuse Flow Provisions of the
Stormwater and Riparian Buffer Protection Programs
March 7, 2014
Initials Date
Approvals: Bradley Bennett, DEMLR Stormwater Program Supervisor 3/1MY
Toby Vinson, DEMLR Acting Land Quality Section Chief 3/7/1 q
Matt Matthews, DWR Water Quality Permitting Section Chief pi yn.. 3/1/`0/`/.
Effective immediately, the Division of Energy, Mineral and Land Resources and the Division of
Water Resources will consider Options 1-4 as meeting the diffuse flow provisions of the BOTH
the stormwater rules AND the various riparian buffer rules. Option 5 will be allowed for
meeting the diffuse flow provisions of the stormwater rules but is not currently allowed for
meeting the diffuse flow provisions of the buffer rules
The water quality design storm intensity for diffuse flow is the one inch/hour storm for
stormwater conveyed directly from the drainage area. If a diffuse flow device receives flow
from an upslope BMP, then it should be designed based on the peak discharge from the BMP
during the water quality design storm depth.
Flows in excess of the discharg re ate from either the drainage area or the BMP should not be
directed to the diffuse flow device. Instead, excess flows should be discharged through the
buffer provided that the flows are non-erosive for the 10-year storm. Please note that any new
stormwater bypasses from a level spreader through a protected riparian buffer require a buffer
authorization from the Division of Water Resources or the local buffer protection authority.
Please see the options listed in the table below.
Any questions regarding the use of these diffuse flow options can be directed to Annette Lucas
at [phone].

March 7,2014 Options for Meeting Diffuse Flow Provisions of the
Page 2 of 3 Stormwater and Riparian Buffer Protection Programs
Option Explanation
1 Design a Level Spreader-Vegetated Filter Strip (LS-VFS) in accordance with
Chapter 8 of the BMP Manual. Per the BMP Manual, the LS-VFS may be
designed to handle the one inch/hour storm intensity and larger storms may
be discharged non-erosively. Also per the BMP Manual, alternate designs
that create uniform shallow flow across a vegetated filter strip in an
equivalent or better manner will be approved.
2 Provide a BMP that removes a minimum of 30% of TN removal outside of the
vegetated or riparian buffer to treat the design storm before it is discharged
through the buffer.
3 (For lower SHWT and soils with good infiltration rates) Design the vegetated
conveyance to infiltrate the design storm.
4 (For high SHWT and/or soils with poor infiltration rates) Design the vegetated
conveyance as a wetland swale with an appropriately designed outlet system.
5 Swales that discharge less than 0.5 cfs during the design storm shall be
allowed to discharge through a stormwater buffer outside of SA waters
without any further requirements. This option is NOT currently allowed if the
buffer is protected by a state riparian buffer rule (Neuse,Tar-Pamlico,Jordan,
Randleman, Catawba, and Goose Creek).
Explanation
Diffuse flow is not defined in the 2H .1000 rules; however, the following explanation of diffuse
flow is provided in each of the Riparian Buffer Protection rules found in 15A NCAC 2B .0233
(Neuse River Basin), .0259 (Tar-Pamlico River Basin), .0243 (Catawba Mainstem), .0250
(Randleman Lake), .0605 (Goose Creek), .0267 (Jordan Lake).
(5) DIFFUSE FLOW REQUIREMENT. Diffuse flow of runoff shall be maintained in the
riparian buffer by dispersing concentrated flow and reestablishing vegetation.
(a) Concentrated runoff from new ditches or manmade conveyances shall be
converted to diffuse flow before the runoff enters the Zone 2 of the riparian
buffer.
(b) Periodic corrective action to restore diffuse flow shall be taken if necessary
to impede the formation of erosion gullies.
(6) TABLE OF USES. The following chart sets out the uses and their designation under
this Rule as exempt, allowable, allowable with mitigation, or prohibited. The
requirements for each category are given in Item (7) of this Rule.

March 7,2014 Options for Meeting Diffuse Flow Provisions of the
Page 3 of 3 Stormwater and Riparian Buffer Protection Programs
Exempt Allowable Allowable Prohibited
with
Mitigation
Drainage ditches, roadside ditches and stormwater
outfalls through riparian buffers:
• Existing drainage ditches, roadside ditches,and X
stormwater outfalls provided that they are
managed to minimize the sediment, nutrients
and other pollution that convey to waterbodies
• New drainage ditches, roadside ditches and X
stormwater outfalls provided that a stormwater
management facility is installed to control
nitrogen and attenuate flow before the
conveyance discharges through the riparian
buffer X
• New drainage ditches, roadside ditches and
stormwater outfalls that do not provide control
for nitrogen before discharging through the
riparian buffer X
• Excavation of the streambed in order to bring it
to the same elevation as the invert of a ditch
In the past, the state has interpreted the diffuse flow language in the buffer rules to mean that
designers have two primary options to provide diffuse flow:
• Provide a Level Spreader-Vegetated Filter Strip (LS-VFS) in accordance with Chapter 8 of
the BMP Manual. Per the BMP Manual, the LS-VFS may be designed to handle the one
inch/hour storm and larger storms may be discharged non-erosively. (Option 1 above)
• Provide a BMP that removes a minimum of 30% of TN removal outside of the vegetated
or riparian buffer to treat the design storm before it is discharged through the buffer.
(Option 2 above)
The above table provides three additional options. Options 3 and 4 are intended to provide
relatively low-cost approaches to providing treatment in the swale prior to discharge through a
buffer. Option 5 provides an exemption to the diffuse flow provision in the stormwater rules
for very low flows. As stated previously, the current wording in the riparian buffer rules does
not allow the Division of Water Resources to provide an exemption to the diffuse flow
requirements, even for low flows.

?Th
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Nelson, Christine
From: Lewis,Linda [[e-mail]]
Sent: Thursday, March 06, 2014 3:42 PM
To: Richard (Rick)A. Moore
Subject: RE: Proposed Southport development project
You cannot reduce the width of the buffer, but the 2008 rules do allow for a "variance" process for persons who wish to
undertake uses designated as prohibited,which would be the location of BUA in the buffer or perhaps the location of a
wet pond within the buffer.
For prohibited uses within Zone 1 of the buffer,you will need a major variance. Unfortunately, all of the 30 foot
redevelopment buffer in the coastal counties is Zone 1. Your variance request would require approval through the
Environmental Management Commission. Please refer to NCAC 028.0233 (9) (a), (b) and (c) (the "RED" book)for
information on the variance process and the required justification.
From: Richard (Rick) A. Moore [mailto:[e-mail]]
Sent: Thursday, March 06, 2014 3:13 PM
To: Lewis,Linda
Cc: Kathryn Espinoza
Subject: RE: Proposed Southport development project
Great, thank you for the clarification. Last question -at least for now. I forgot it in my earlier e-mail. Is there a variance
procedure to waive or reduce the surface water setback?
From: Lewis,Linda [mailto:[e-mail]]
Sent: Thursday, March 06, 2014 3:11 PM
To: Richard (Rick) A. Moore
Cc: Kathryn Espinoza
Subject: RE: Proposed Southport development project
That question I can answer it would be measured from the temporary pool elevation. There is a lot of grassed slope of
the pond that can be in the buffer, i.e.,the grading that's allowed, but none of the water surface itself.
From: Richard (Rick) A. Moore f mailto:[e-mail]
Sent: Thursday, March 06, 2014 2:26 PM
To: Lewis,Linda
Cc: Kathryn Espinoza
Subject: RE: Proposed Southport development project
Hi Linda-
Thank you very much for the info below. According to the Brunswick County Tax Records, the buildings were built in
1984 (see attached -the buildings are listed at the bottom with the year built).Therefore no stormwater permit was
required. And it sounds like we would qualify for redevelopment as described below and therefore the 30' surface
water buffer.
The stream is a blue line and is shown on the USGS quad map. So we are planning to buffer that. And of course we are
looking at a wet detention pond so that won't be allowed in the buffer area as discussed below-and I won't ask why... I
will ask though, because of course we are tight on space -does the 30' buffer go from top of bank to normal pool?Or to
1

` top of temporary storage volume, oc.? | know it seems trivial but when we are already tight on space, E/ can make o
difference.
Thank you for the very helpful information below vve will move forward with the design and look forward toscheduling
ascnping meeting soon!
Kick
From: Levvis,UndahnaiUoJinde.lewisVancdenr.gov]
Sent: Thursday, March06, 2014 12:22RM
To: Richard (Rick) A. Moore
Cc: Kathryn Espinoza
Subject: RE: Proposed Southport development project
Richard 8Kathryn:
I have not been able to locate an existing permit for that old Lowe's you mention. Do you know when that structure was
built? If the site has an existing stormwater permit (or was required to get one and did not), then the project cannot be
excluded from permitting. You would have to pick up and treat the runoff from all the BUA, not just what is added over
and above the existing BU&
Assuming there is no existing permit, then even though the proposed total BUA might exceed the existing BUA, you can
still qualify for u redevelopment exclusion for a portion of the site, and just treat the additional BUA. If any of the runoff
from the existing BUA is within the drainage area of the new BIVIP, then it must also be accounted for in the design of
the new 8MP. Because the BUA is increasing, you would necessarily apply for a high density permit for the new BIVIP,
bu1hvvuu|dhavearedeve|nprnentcomponen1to "exc|ude" threxistin8BUA, as |ongasthetreatmentproposedforthe
existing BUA was equal or better than before.
If there is no existing stormwater permit, or if one was not required, and you meet the redevelopment requirements as
described above, the required surface water buffer will be3O'
If the stream is shown as a blue line on the USGS quad, then it's a surface water. If you need any clarification, please
contact Chad Coburn with the Division of Water Resources to request a stream determination. Wetlands are waters of
the state but they are not considered surface waters,therefore, they are not subject tnbuffering.
The surface water buffer is defined in the rules as an area of natural or established vegetation directly adjacent to
surface waters through which stormwater runoff flows in a diffuse manner to protect surface waters from degradation
due to development activities. The width of the buffer is measured perpendicular to and horizontally from the normal
pool elevation of impounded structures, the top of bank of each side of streams and rivers, and the MHW line of tidal
waters.
Since the definition of the buffer is a "vegetated area", it may be graded, but no built-upon area can be located within
the buffer, except for water-dependent uses such as a bulkhead and boat ramp. The only BIVIP that is not allowed in the
su/facevvoterbufferisawetdetentionpond —dnn'task | don't know why!
Hope that addresses your questions.
Linda
Fromm: Levvis,Unda
Sent: Wednesday, March 05, 20148:42AM

Cc: Kathryn Espinoza
Subject: RE: Proposed Southport development project
Apparently I skipped right over this one. Sorry about that. Let me do the research and get back to you later.
Linda
From: Richard (Rick) A. Moore [mailto:[e-mail]]
Sent: Tuesday, March 04, 2014 3:06 PM
To: Lewis,Linda
Cc: Kathryn Espinoza
Subject: RE: Proposed Southport development project
Linda-
Is there another means by which I should submit this request for clarification? Or did it simply get stuck in your mailbox
like happens to all of us from time to time?
I attached the original Google Earth exhibit but also included a new exhibit that shows our site (with the proposed
NCDOT improvements included) in much more detail. This new exhibit is for graphical illustration only-the site plan
scale provided by the client didn't match up exactly with the aerial and it doesn't reflect a buffer from Jump and Run
Creek. We understand a buffer is required and will provide that based upon your feedback on our questions below.
I appreciate any input you can provide.
Thanks,
Rick
From: Richard (Rick) A. Moore
Sent: Tuesday, February 25, 2014 11:32 AM
To: Linda Lewis ([e-mail])
Cc: Kathryn Espinoza
Subject: Proposed Southport development project
Linda-
We are currently working on a site just west of Southport near the intersection of 211 and 133. The site is an old Lowe's
Home Improvements store site but has not been used in that capacity for a long time. It is now being used primarily as a
warehouse/storage facility for a trucking company. The current plan is to redevelop this site into a shopping center.
The client wants to go through the express permitting process so if this e-mail gets too complex and it is best to go
ahead and sit down for our express scoping meeting, let me know and we will submit the request package.
The project is adjacent to Jump and Run Creek(SC; sw). We have not done the calculations yet but I'm certain we will
exceed the current BUA on site with the proposed development.Therefore we are proposing to treat all runoff in new
BMPs meeting today's rules. First question is related to Table 2-2 of the BMP manual. It call for a "high density
setback/buffer" of 30'for redevelopment and 50'for new development in SC waters (State S/W heading). Although we
do not qualify for a redevelopment permit with our increase in BUA, this is technically a redevelopment site,therefore
do we follow the 30' setback? I assume this setback is measured from the water's edge? If the channel is determined to
be an RPW does the setback still apply? It shows as a blue line stream on the quad but still wanted to ask the question.
We may have a consultant go out and take a look at it to make a determination.
3

One other question, I did not find anything in the manual that describes what is and is not allowed in this setback. Is it
strictly BUA that isn't allowed in the setback? Are BMP's allowed in the setback?
Again, if better to hash this out in a scoping meeting I'm glad to set one up so we can keep moving forward with this
project. Thanks for your help-
Rick
Richard (Rick) A. Moore, PE, LEED AP I Senior Project Manager
Tel [phone] ext 214 I Cell 910.386.6359
243 North Front Street I Wilmington, NC 28401
RAMooremckimcreed.com I http://www.mckimcreed.com
Mc L'a L+r
ENGINEERS SURVEYORS PLANNERS
Follow us on: YouTube I twitter I facebook I Linkedln
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the author and do not necessarily represent those of the
company. Finally, the recipient should check this e-mail and
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accepts no liability for any damage caused by any virus
transmitted by this e-mail.
This e-mail and any files transmitted with it are confidential
and intended solely for the use of the individual or entity to
whom they are addressed. If you have received this e-mail in
error please notify the system manager. Please note that any
views or opinions presented in this e-mail are solely those of
the author and do not necessarily represent those of the
company. Finally, the recipient should check this e-mail and
any attachments for the presence of viruses. The company
accepts no liability for any damage caused by any virus
transmitted by this e-mail.
This e-mail and any files transmitted with it are confidential
and intended solely for the use of the individual or entity to
whom they are addressed. If you have received this e-mail in
error please notify the system manager. Please note that any
views or opinions presented in this e-mail are solely those of
the author and do not necessarily represent those of the
company. Finally, the recipient should check this e-mail and
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accepts no liability for any damage caused by any virus
transmitted by this e-mail.
This e-mail and any files transmitted with it are confidential
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whom they are addressed. If you have received this e-mail in
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4 error please notify the system manager. Please note that any
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the author and do not necessarily represent those of the
company. Finally, the recipient should check this e-mail and
any attachments for the presence of viruses. The company
accepts no liability for any damage caused by any virus
transmitted by this e-mail.
5