SW8160306_Historical File_20160602

PAT MCCRORY
Governor
DONALD R. VAN DER VAART
a Secretary
Energy, Mineral
and Land Resources TRACY DAVIS
ENVIRONMENTAL QUALITY
Director
June 2, 2016
Mr. Jack Carlisle, Manager
c/o Mr. James Yopp
Hoosier Daddy LLC
6025 Tarin Road
Wilmington, NC 28409
Subject: State Stormwater Management Permit No. SW8 160306
Tarin Woods H
High Density Subdivision Wet Detention: Pond Project
New Hanover County
Dear Mr. Carlisle:
The Wilmington Regional Office received a complete, State Stormwater Management Permit Application
for,Tarin Woods II on June 2, 2016. Staff review of the plans and specifications has determined that the
project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000
and Session Law 2008-211. We are forwarding Permit No. SW8 160306 dated June 2, 2016, for the
construction, operation and maintenance of the BMP's and built -upon area associated with the subject
project.
This permit shall be effective from the date of issuance until June 2, 2024, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the conditions listed in this
permit regarding the Operation and Maintenance of the BMP(s), recordation of deed restrictions,
certification of the BMP's, procedures for changing ownership, transferring the permit, and renewing the
permit. Failure to establish an adequate system for operation and maintenance of the stormwater
management system, to record deed restrictions, to certify the BMP's, to transfer the permit, or to renew
the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings
(OAH). The written petition must conform to Chapter 15.0B 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 Kelly
Johnson in the Wilmington Regional Office, at [phone].
Sinegrely,
Tracy Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/kpj: \\\Stormwater\Permits & Projects\2016\160306 HD\2016 06 permit 160306
cc: Howard Resnick, PE, Coastal Site Design
Inspector, New Hanover County Inspections
New Hanover County Engineering
Division of Coastal Management
Wilmington Regional Office Stormwater File
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
127 Cardinal Drive Extension I Wilmington, NC 28405
nin IGA 11 i 4 7 1 mn rcn ------ --- `---- L .

State Stormwater Management Systems
Permit No. SW8 160306
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Hoosier Daddy LLC
Tarin Woods 11
Shiloh Drive, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of one (1) wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter referred to as
the "stormwater rules') the approved stormwater management plans and specifications and
other supporting data as attached and on file with and approved by the Division of Energy,
Mineral and Land Resources (hereafter referred to as the Division or DEMLR) and
considered a part of this permit.
This permit shall be effective from the date of issuance until June 2, 2024 and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. The subdivision is permitted for 51 lots, each allowed a maximum of 3,500 square feet
of built -upon area.
3. This stormwater system has been approved for the management of stormwater runoff
as described in Section 1.8 of this permit. The runoff from all built -upon area within
the permitted drainage area of this project must be directed into the permitted
stormwater control measure. The stormwater control measure has been designed to
handle the runoff from 268,377 square feet of impervious area.
4. The maximum built -upon area allowed for the entire subdivision is 268,377 square
feet, which includes 15,000 square feet of future impervious area.
5. The drainage area will be limited to the amount of built -upon area indicated in Sections
1.3 and 1.8 of this permit, and per approved plans. The built -upon area for the future
development is limited to 15,000 square feet.
Page 1 of 9

State Stormwater Management Systems
Permit No. SW8 160306
6. A 50' wide vegetative buffer must be provided and maintained adjacent surface
waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of both sides of streams and rivers and the
mean high water line of tidal waters.
7. All runoff being directed into wetlands shall flow into and through those wetlands at a
non -erosive velocity.
8. The following design criteria have been permitted for the wet detention pond and it
must be provided and maintained at the design condition.
a.
Drainage Area, acres:
15.51
Onsite, ft2:
675,561
Offsite, ft2:
0
b.
Total Impervious Surfaces, ft2:
268,377
Onsite, ft2:
268,377
Offsite, ft2:
0
c.
Average Pond Design Depth, feet:
3.5
d.
TSS Removal Efficiency:
90%
e.
Design Storm*, inches:
1.5
f.
Permanent Pool (PP) Elevation, FMSL:
19.5
g.
Permitted PP Surface Area, ft2:
45,405
In.
Temporary Storage Elevation, FMSL:
20.3
i.
Permitted Storage Volume, ft3:
38,906
j.
Predevelopment 1 yr-24 hr. discharge rate, cfs:
25.07
k.
Controlling Orifice, inch m pipe:
3.50
I.
Orifice Flow Rate, cfs:
0.167
m.
PP Volume, ft3:
166,317
n.
Forebay Volume, ft3:
36,497
o.
Maximum Fountain Horsepower:
1/2
p.
Receiving Stream/River Basin:
Everett Creek
q.
Stream Index Number:
18-87-29
r.
Classification of Water Body*:
SA; HQW
*This pond is not subject to SA waters requirements.
II. SCHEDULE OF COMPLIANCE
No person or entity, including the permittee,
stormwater system shown on the approved
approved of the revised plan.
shall alter any component of the approved
plans unless and until the Division has
2. The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built -upon surface.
3. 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 2 of 9

State Stormwater Management Systems
Permit No. SW8 160306
4. 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 160306, 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 Division.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division.
f. The maximum built -upon area per lot is 3,500 square feet. 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.
g. All runoff from the built -upon 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. Built -upon area in excess of the permitted amount will require a permit
modification.
i. 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.
5. 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.
6. 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. 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.
7. The permittee shall review all lot plans for new construction and any subsequent
modifications and additions, for compliance with the conditions of this permit. The
permittee shall not approve any lot plans where the maximum allowed built -upon area
has been exceeded, or where revisions to the grading or to the storm drainage system
are proposed unless and until a permit modification has been approved by the
Division.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 160306
8. The permittee is responsible for the routine monitoring of the project for compliance
with the built -upon 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.
9. The permittee shall at all times provide the operation and maintenance necessary to
assure that all components of the permitted stormwater system function at design
condition. The approved Operation and Maintenance Agreement is incorporated by
reference into this permit and must be followed in its entirety and maintenance must
occur at the scheduled intervals.
10. Records of maintenance activities must be kept and made available upon request to
authorized personnel of the Division. The records will indicate the date, activity, name
of person performing the work and what actions were taken.
11. 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 % HP.
12. The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
13. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, the permittee shall cause a certification from
an appropriate designer for the system installed to be submitted, 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. A modification
may be required for those deviations.
14. All stormwater collection and treatment systems must be located in either public rights -
of -way, dedicated common areas or recorded easements. The final plats for the
project will be recorded .showing all such rights -of -way, common areas and
easements, in accordance with the approved plans. Access to the stormwater
facilities for inspection and maintenance shall be maintained via appropriate recorded
easements at all times.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 160306
15. 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 any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
C. Further development, subdivision, acquisition, lease 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. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
e. The construction of any future BUA listed on the application.
16. Prior to transfer of the permit, the stormwater facilities will be inspected by Division
personnel. The project and the stormwater facility must be in substantial compliance
with all permit conditions. Any items not in substantial compliance must be repaired,
replaced or restored to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
17. 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.
III. GENERAL CONDITIONS
Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the Stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21.
2. 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.
3. 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.
Additional or replacement stormwater management systems shall receive a permit
from the Division prior to construction.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 160306
4. 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, subject to the requirements of Session Law 2013-121;
e. Dissolution of the partnership or corporate entity, subject to NCGS 57D-2-01(e)
and NCGS 57D-6-07;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
5. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request. 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 stormwater permit.
6. The permittee grants DEMLR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until modified, revoked, terminated
or renewed. 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. Approved plans, calculations, supplement forms, operation and maintenance
agreements and specifications for this project are incorporated by reference and are
enforceable parts of the permit. A copy of the approved plans and specifications shall
be maintained on file by the Permittee at all times.
9. Unless specified elsewhere, permanent seeding requirements for the stormwater
control measure must follow the guidelines established in the North Carolina Erosion
and Sediment Control Planning and Design Manual.
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 6 of 9

State Stormwater Management Systems
Permit No. SW8 160306
11. The permittee shall submit a permit renewal application request at least 180 days prior
to the expiration date of this permit. The renewal request must include the appropriate
application, documentation and the processing fee.
Permit issued this the 2"d day of June 2016.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 160306
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 160306
Tarin Woods II Page 1 of 2
Stormwater Permit No. SW8 160306
New Hanover Countv
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent
of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 160306
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount
of built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The 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.
16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDEQ-DEMLR Regional Office
Inspector, New Hanover County Building Inspections
Page 9 of 9

• DEMLR USE ONLY
]Date R&ebyed
Fee P'
egrpit N
[ApplFca]Ae
f J
R es: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph Il - 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.):
Tarin Woods Il
2. Location of Project (street address):
5926 Shiloh Road
City:Wilmineton County:New Hanover Zip:28409
3. Directions to project (from nearest major intersection):
From intersection of Hwy 132 and Hwy 421 take Carolina Beach Rd south Left on Manassas Drive left on
4. Latitude:37* 07' 17" N Longitude:77° 53' 43" W of thiliain entrance to the ect.
BY. PU
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ZNew ❑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
❑NPDES Industrial Stormwater
®Sedimer_tation/Erosion Control:15.51 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ZNo ❑Yes
If yes, see S.L. 2012-200, Part VI. http://portal.ncdenr.org/web/lr/rules-and-regulations
Form SWLT-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:Hoosier Daddy LLC
Signing Official & Title james Yopp, (bv authority given by Tack Carlisle Manager, form included)
b. Contact information for person listed in item 1a above:
Street Address:6025 Tarin Road
City:Wilmington State•NC Zip:28409
Mailing Address (if applicable):
City: State: Zip:
Phone: (910 ) 443-3060 Fax:
Email:[e-mail]
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:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:Lisa Beaman
Signing Official & Title:Lisa Beaman (or Tames Yopp), Manager
b. Contact information for person listed in item 3a above:
Mailing Address:6025 Tarin Road
City:Wilmington
Phone: (910 ) 769-3053 or (252 )916-5030
Email:[e-mail]
4. Local jurisdiction for building permits:
State:NC Zip:28409
Fax: ( )
Point of Contact: Phone #:
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6
ECEI V E
BY:

IV. PROJECT INFORMATION
1. In the space provided below, bn�flv summarize how the stormwater runoff will be treated.
Runoff wiill be directed into grass channels that discharge into a wet basin desinned for 90% TSS removal
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUDApproval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ❑ Ph 11— Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area:15.51 acres 5. Total Coastal Wetlands Area: n/a acres
6. Total Surface Water Area: n/a acres
7. Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project Area':
15.51 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 (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward ffrroom the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (B1,1A). Non -coastal wetlands landward of the NHW (or MHW) line may be
included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 39.7 %
9. How many drainage areas does the project have?l (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.
Basin Informahort
Drains Arm
_PrahuWArea
DrainageArea
Dr ' Area
Receiving Stream Name
Everett Creek
Stream Class *
SA;HQW
Stream Index Number *
18-87-29
Total Drainage Area (sf)
675,561
On -site Drainage Area (sf)
675,561
Off -site Drainage Area (sf)
Proposed Impervious Area** (sf)
268,377
% Impervious Area** (total)
39.7
4nPewious"Surface Area
Drainage Area
Drain `Area
Prairutge Area
Drainage Area
On -site Buildings/Lots (sf)
178,500
On -site Streets (sf)
61,197
On -site Parking (sf)
On -site Sidewalks (sf)
8,733
Other on -site (sf)
4,947
Future (sf)
15,000
Off -site (sf)
Existing BUA*** (sf)
Total (sf):
268,377
stream Jass ana inaex Number can be determined at: httV.J4vortal.ncdenr.org/web/w9/ns/csu/c?assifica� tions
** Im envious 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

'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 NCAC 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 htty://nortal.ncdenr.ora/web/wa/ws/su/bmn-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 BMW checklists are available from
http://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms dots. 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 athttg://portal.ncdenr.org/web/wq/ws/su/mans.)
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 ht42://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants A�13
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed. signed and dated and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
htW://www.envheIR.org/12agts/mestWe2poe L.btml 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/management for %
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 % 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: /Yyy
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 M_N_W 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. ��
i. Dimensioned property/project boundary with bearings & distances. E G
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations. 4 .: MAR 08
�01�
1. Details of roads, drainage features, collection system,, and stormwater control ures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated a
qualified person. Provide documentation of qualifications and identify the pers
made the determination on the plans.
Form SWU-101 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).
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"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BNTs, 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 SHVV prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 5836 Page No:1392_
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC /fJ�
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.sggm ary.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 hU://portal.ncdenr.org/web/Ir/state-stormwater-
forms does. 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:Howard Resnik, PE
Consulting Firm: Coastal Site Design, PC
Mailing Address:PO BOX 4041
City:Wilmington State•NC Zip:28406
Phone: (910 ) 791-4441 Fax: (910 ) 791-1501
Email:howard®coastalsitedesign.com
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) , 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, item 1a) with (print or type name of organization listed in
Contact Information, item 1a) 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 C E I p E
MAR 0 8 2W
Norm SWU-101 Version Oct. 31, 2013 Page 5 of 6 BY:

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.
Date:
a Notary Public for the State of , County of
do hereby certify that
before me this — day of
personally appeared
. and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1a) lames Yopp
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.
Date: L*7oZ - Q 9? — I La
(� a Notary Public for the State of a-17 f macounty of
do hereby certify that J L ' Y� personally appeared
My commission expires 11 •24J�1 �
EIV
MAR 0 8 201
�1
t3Y:
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

Hiah Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential 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, James Yopp , 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:
1. The following covenants are inte en ure ongoing compliance with State Stormwater
Management Permit Numbed ed by the Division of Water Quality under the Stormwater
Management Regulations. gLA? iU 03L,)Ze
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 _3, 500 square feet. 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.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built -upon area per lot, in square feet, is as listed below.
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
f
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. Each lot will maintain a 30** foot wide vegetated buffer between all impervious areas and surface
waters.
**50 foot for projects located in the 20 coastal counties.
8. 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.
Form DRPC-3 Rev.2 05Nov2009
MAR 0 8 20i�
Page 1 of 2 BY:

Si
High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
a Notary Public in the
State of ei W+ , County of W9 _ ,
do hereby certify that _ _ J k - -m_- ' personally appeared
before me this the day of.20 �(� , and acknowledge
the due execution of the fo,AjA,, kk re
going instrument. Witness my hand and official seal,
SEAL
ure
1, BRITTANY M HUGHES
My Commission expires f1 s. x Pander county
Notary Public, North Carolina
My Co i i n � pires
--may
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 2

Johnson. Kel
From: Rodney Wright <rod ney@csd-engi neering.com >
Sent: Thursday, June 02, 2016 8:08 AM
To: Johnson, Kelly; 'Howard Resnik'
Subject: RE: Tarin Woods - Almost Finished
Attachments: Supplement —Wet Basin_Rev9_Locked.pdf; POND A.pdf
you
From: Johnson, Kelly [mailto:[e-mail]]
Sent: Wednesday, June 01, 2016 9:43 AM
To: Howard Resnik <[e-mail]>; Rodney Wright <[e-mail]>
Subject: Tarin Woods - Almost Finished
Howard & Rodney,
Please see attached. There is one small typo, but you can fix it and it doesn't impact the design. One of the variables in
the average depth (area of the bottom of the pond) should only be for the main pond as opposed to the main pond +
the forebay (see page 10-5 of the manual). It is 31,413sf is in the calcs, but the main pond is only 25,697sf (see green in
the attached spreadsheet). This makes the average depth 3.5ft rather than 4.Oft. But, you are still providing enough
surface area that the pond design isn't impacted. If we can get this page of the calcs revised and also the supplement,
this will be done. I will go ahead and start drafting it.
Thanks,
KJ
0 k V1.50 V1,
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]

Johnson, Ke
From: Johnson, Kelly
Sent: Wednesday, June 01, 2016 9:43 AM
Tb: Howard Resnik; 'Rodney Wright'
Subject: Tarin Woods - Almost Finished
Attachments: 2016 06 excel_WP 160306_Send to Engineer.xlsx
Howard & Rodney,
Please see attached. There is one small typo, but you can fix it and it doesn't impact the design. One of the variables in
the average depth (area of the bottom of the pond) should only be for the main pond as opposed to the main pond +
the forebay (see page 10-5 of the manual). It is 31,413sf is in the�calcs, but the main pond is only 25,697sf (see green in
the attached spreadsheet). This makes the average depth 3.5ft rather than 4.Oft. But, you are still providing enough
surface area that the pond design isn't impacted. If we can get this page of the calcs revised and also the supplement,
this will be done. I will go ahead and start drafting it.
Thanks,
w
K.e1LWOYlwsOw
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]

COASTAL SITE DESIGN, PC
PO Box 4041
Wilmington, NC 28406
Phone: [phone]
Fax: [phone]
License # C-2710
May 4, 2016
Kelly Johnson, Environmental Engineer
DEMLR/Stormwater Section
NC Department of Environment & Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Request for Additional Information
Tarin Woods 11
New Hanover County
CSD Project No. 06-134
Dear Kelly:
1?zC-&I r
MAY .-
4 ?016
Thank you for your comments on the Tarin Woods II submittal. I've noted below our response or actions regarding your
comments for the referenced project. Enclosed please find the following items:
Two (2) copies of sheet 2 of 2
Two (2) copies of V2 mile SA waters determination
Items Addressed:
vra. N/A since feature wasn't classified as a stream by Chad Coburn or ACOE.
A. The Tarin Woods II project area was formerly called the Heglar Tract, and back in 2007 we had Joanne Steenhuis
make a determination on the location of where the SA waters started. The attached letter and exhibit show the beginning
of the SA waters starting to the SE of this site and the % mile radius extending into our project about 200 ft from the PL
where the N/S ditch runs. Our pond placement is 350 ft away from the property line.
lc. (i) N/A (see lb)
lc. (ii) N/A (see lb)
lc. (iii) N/A (see lb)
2a. Project area and drainage area are the same for this project and line table is shown on sheet 2 of 2 (enclosed)
2b. Drainage area shown on sheet 2 of 2 (enclosed)
2c. Added note to sheet 2 of 2 (enclosed)
2d. Added easements to sheet 2 of 2 (enclosed)
2e. Added detail to sheet 2 of 2 (enclosed)
Please let me know if you have any questions or require any additional information.
Sincerely,
� i447 A���
Rodney Wright
Encl.: As noted above
cc: Hoosier Daddy, LLC.
'DIVE
iMAY 0 4 2016
t
BY:

Johnson, Kelly
From:
Johnson, Kelly
Sent:
Monday, May 02, 2016 3:34 PM
To:
'Rodney Wright'
Cc:
Howard Resnik
Subject:
RE: Tarin Woods II SA determination From
Ok... this will simplify things quite a bit.
X
From: Rodney Wright [mailto:[e-mail]]
Sent: Monday, May 02, 2016 3:28 PM
To: Johnson, Kelly <[e-mail]>
Cc: Howard Resnik <[e-mail]>
Subject: RE: Tarin Woods II SA determination From
Yes this project was originally called the Heglar Tract and the determination was made for that tract (now Tarin Woods
II). The scan isn't the best but Tarin Woods II is located on exhibit 3. I'll try to doctor up the .pdf so it's easier to read.
I've attached an email from Chad where he decided to not call the feature a stream.
Thanks,
Rodney
From: Johnson, Kelly [mailto:[e-mail]
Sent: Monday, May 02, 2016 3:03 PM
To: Rodney Wright <[e-mail]>
Cc: Howard Resnik <[e-mail]>
Subject: RE: Tarin Woods II SA determination
Rodney,
What is the "Heglar Tract"? Is that a previous name for Tarin Woods? Is your project on the map in the attachment (it is
hard to tell....)? Or, are you saying that this is an example of a call the Division made in 2007 for another project? A lot
has changed since 2007. The 2008 rule caused a lot of confusion about SA with its "no discharge" clause. The Director
has since determined that if any part of a project is inside the half -mile line then the whole project is subject. (But, if the
Division had told you previously that you were not subject to SA for this project, then I am certainly not going to go back
on that now.)
Also, did you get clarification on the stream/no stream issue? It sounded like they were not going to call it a stream.
I really don't mean to be difficult about this one. It just has lots of coordination between agencies, and that complicates
things.
KJ
From: Rodney Wright [ma iIto: rod [e-mail]
Sent: Monday, May 02, 2016 2:44 PM
To: Johnson, Kelly <[e-mail]>

Cc: Howard Resnik <[e-mail]>
Subject: Tarin Woods II SA determination
Kelly,
I've attached documentation: from 2007 where we 'lad NCDENR make a determination on where the SA waters begin for
Everetts Creek. The attachment shows the location o` the SA waters starting to the SE of the Tarin Woods project so
the 1/2 mile radius does cross our project boundary but the location of the pond discharge is outside of the 1/2 mile
radius.
Please let me know, if this addresses your comin„ents on SA water so we can move forward with finalizing the additional
comments in the ad info.
Thanks,
Rodney
Rodney Wright
Engineering Tech
Coastal Site Design, PC
rodney a'coastalsitedesign.com
Ph. 910-791-4441
Fax [phone]
It is the professional opinion of Coastal Site Design. PC that this eiectronic information provides design information current as of the date of its release. It
is the responsibility of the receiver of this document to examine it and determine whether it is the information requested. In he deliverance of this file we
make no promise as to the usability or compatibility of this file. This file shalt not be considered a certified document
No virus found in this message.
Checked by AVG - www.avg.cc5n
Version: 2015.0.6189 / Virus Database: 4563/12150 - Release Date: 05/02/16

Johnson, Kel
From: Coburn, Chad <[e-mail]>
Sent: Thursday, April 28, 2016 10:46 PM
To: David Syster
Cc: 'James Yopp'; 'Carlisle Jack; Michelle Carlisle; 'Lisa Beaman'; 'Rodney Wright; 'Howard
Resnik'
Subject: Re: Tarin Woods II
Hey David, 400e
I told Kelly Johnson before I left for vacation that we would not be calling the Tarin II feature a stream. Hope
this helps. I'll be back in the office on Monday. Have a good weekend.
Chad
From: David Syster <[e-mail]>
Sent: Wednesday, April 27, 2016 3:30:00 PM
To: Coburn, Chad
Cc: 'James Yopp;'Carlisle Jack'; Michelle Carlisle; 'Lisa Beaman';'Rodney Wright';'Howard Resnik'
Subject: Tarin Woods II
Good afternoon Chad,
I spoke with James earlier and he asked that I share any information with you regarding the stream
determination in Tarin I & II. It is my understanding that there is some concern on the ditch/waters of the
US/stream determination on the feature which runs through both Tarin I & II.
I've attached the JD from 2007 that clarifies the "stream", "Waters of the US" and "ditch" calls within Tarin I.
Additionally, I've included the Tarin 1404 and 401 permit that denotes the permitted stream and open water
(ditch) crossings. Based on the "Waters of the US" determination and consequent "open water (ditch)" permit
received on Tarin I (downstream portion of the feature) Tarin II (upstream portion of the feature) received the
same determination and was permitted similarly.
Please let me know if you have any additional questions or require additional information. James mentioned
you would likely be visiting the site in the near future and I would request to coordinate that with you.
Best regards,
David. A. Syster
President
Southern Environmental Croup, one
5315 South College Road Suite E
Wilmington, North Carolina 28412
Phone: [phone]
Fax:[phone]
Mobile: [phone]

Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
April 26, 2016
Mr. Jack Carlisle, Member
c/o James Yopp
Hoosier Daddy, LLC
6025 Tarin Rd
Wilmington, NC 28404
Subject: Request for Additional Information
State Stormwater Application No. SW8160306
Tarin Woods H
New Hanover County
Dear Mr. Carlisle:
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
TRACY DAVIS
Director
The Wilmington Regional Office received and accepted a State Stormwater Management Permit
Application for Tarin Woods II on March 8, 2016. A preliminary in-depth review of that information has
determined that the application is not complete. The following information is needed to continue the
stormwater review:
1. Stream: The water feature running through the property appears to be a stream. Please see the
enclosed documentation for the site immediately south of this project. I have discussed this with
00
L,191t. Chad Coburn with NC401, and he will do a site visit in the near future to determine where the
stream origin point(s) are.
a. Stream Buffer [per 15A NCAC 02H .I005(e)]: Please show the top of banks on the plans
and the 50ft buffers measured from those lines.
b. Wet Pond [per 15A NCAC 02H .I005(e)]: Wet ponds are prohibited from being located
in the buffer area. Wet pond design and calculations have not yet been reviewed. Please
make the necessary adjustments.
c. Design:
i. Unnamed Tributaries, [per 15A NCAC 02B .0301(i)(1)]: Any stream which is
not named in the schedule of stream classifications carries the same classification
as that assigned to the stream segment to which it is tributary unless it meets one
of the exceptions such as a freshwater tributary. If there are concerns that the UT
should be considered as a freshwater tributary per .03 0 1 (i)(1)(B), then please
DWR for consideration. Please note that per 15A NCAC 02B .0202(35),
freshwater is defined as waters that, under natural conditions, would have a
chlorine ion content of 500mg/l or less.
ii. Design Storm Depth, [per 15A NCAC .1005(a)(2)]: Projects within a half mile
of and draining to SA waters should have a design storm of the greater volume
resulting from a comparison of the 1yr24hr storm volume and the 1.5" storm
depth volume. Please make the necessary adjustments.
iii. No discharges to SA waters, [per 15A NCAC 02H .1005 a(1)(C)]: If the project
is subject to SA waters, then please make the necessary adjustments.
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
127 Cardinal Dxive Extension I Wilmington, NC 28405
910 796 7215 T 1 910 350 2004 F I httn://nortal_ncdenr.oralweb/Ir/

April 26, 2016
Stormwater Application No. SWS 160306
2. I have riot reviewed the project pending potential revisions resulting from the stream
complication. But, I did do a cursory review and here are some items that should be resolved in
order to expedite the resubmittal:
a. Project Area [per 15A NCAC 02H.1003(g)(5) and 02H.1005(d)]: Please denote the
project area on the plans with bearing/distance lines.
b. Drainage Area [per 15A NCAC 02H.1003(g)(5) and 02H.1005(d)]: Please show the
drainage area on the plan. Please also show topography and spot elevations supporting
the DA line. (Culvert drainage area data was submitted, but it is unclear if that is also the
pond drainage area?)
c. Wetlands [per 15A NCAC 02H.1003(g)(5) and 02H.1005(d)]: Please either delineate
wetlands on the plan or include a note that no wetlands exist onsite. If the areas labeled
as "no wetlands determination" are inside the project area, please clarify why that is the
case.
d. Easements [15A NCAC 02H .1008(c)(3)]: Please show the location and dimensions of
easements for the stormwater system on the plan.
e. Road/curb/sidewalk/swale detail: Please provide a detail on the plans.
Please remember that a change to one number may have a domino effect on other numbers. Please check
all plans, calculations and forms to ensure that the numbers are consistent throughout.
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 May 26, 2016, or the application will be
returned as incomplete. The return of a project will necessitate resubmission of all required items,
including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The request must
indicate the date by which you expect to submit the required information, which shall be no later than 30
days past the original due date. The Division is allowed 90 days from the receipt of a .completed
application to issue the permit. 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 reference the State assigned application 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].
;sneer
►rmwaterlPermits & Projects120161160306 HD12016 04 addinfo 160306
enc : Stream documentation for adjacent tract to the south
cc: Howard Resnick, PE, Coastal Site Design
Wilmington Regional Office Stormwater Permit File
Page 2 of 2

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2005-695-065 County: New Hanover U.S.G.S. Quad: Carolina Beach
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Gress Grove Land. LLC
Address: Attn: Mr. Steve Shuttleworth
7741 Market Street, Unit 1
Wilmington, NC 28411
Telephone No.:
Property description:
Size (acres) 52.63 Nearest Town Wilmington
Nearest Waterway UT to Everett Creek River Basin Cane Fear
USGS HUC 03030001 Coordinates N 34.1189 W 77.8916
Location description The tract is located at the end of LT Congleton Road, west of Myrtle Grove Road south of
Sentry Oaks residential development, in an unnamed tributary to Everett Creek southeast of Wilmington, NC
Indicate Which of the Followine Aevly:
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. on the above described property subject to the permit requirements of Section 404 of the
Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
X The waters of the U.S. have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on 3122/2007. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wilmington, NC, at [phone] to determine
t .eir requirements.
Page 1 of 2

Action ID:, S&t tl . Q-dn5'. (t, yS• 0 fa5
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Jennifer Frye at 910-251-4923.
C. Basis For Determination
This site exhibits waterbodies that exhibit Ordinary Hieh Water Marks and evidence of perennial flow and are
tributaries to Everett Creek, a tributary to the Atlantic Intracoastal Waterway (AIWW), a Navigable Water of the
United States. This determination is based on information submitted by Southern Environmental Groun, Inc. and a
site visit by Jennifer Frye on 4/6/2005.
D. Remarks
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the South Atlantic Division, Division Office at the Following
address:
Mr. Michael F. Bell, Administrative Appeal Review Officer
CESAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 5/22/2007.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official: -
Date 03/22/2007 6r Expiration Date 03/22/2012
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete die attached customer Satisfaction Survey or visit
htto://www.saw.usace.army.miVWETLANDS/index,htinl to complete the survey online.
Copy furnished
Noelle Lutheran, DENR-DWQ, Wilmington Regional Office, 127 Cardinal Drive Ext., Wilmington, NC 28405
SEG, Inc., 5315 S. College Road, Suite E, Wilmington, NC 28412
Beth Wetherill, New Hanover County Engineering, 230 Market Place Drive, Suite 160, Wilmington, NC 28403
Page 2 of 2

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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT C
Action ID. SAW-2005-00695-065 County: New Hanover USGS Quad: Carolina Beach
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner /Authorized Agent: Cypress Grove Land, LLC
Address: attn: Steve Shuttleworth
7741 Market Street, Suite H
Wilmington, NC 28411
Telephone No.: 910-686-4194
Size and location of property (water body, road name/number, town, etc.): The 52.63 acre tract is located off LT
Congleton Road, west of Myrtle Grove Road, south of Sentry Oaks residential development, in unnamed
tributaries to Everett Creek, southeast of Wilmington, New Hanover County, NC..
Description of projects area and activity: Excavation of and discharge of fill material into 0.033 acres of
aurisdictional Waters of the United States (to include 0.0006 acres of temporary impact) and 148 linear feet of
stream channel, and approxmately 9 linear feet of temporary stream impact for the purpose of constructing the
infrastructure (roadways and utilities) for the proposed Tarin Woods residential development.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 29
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order and/or appropriate legal action,
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked, If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within- twelve months of the date of the nationwide permit's expiration; modification or revocation, unless
discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Wilmington, NC at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Jennifer Frye at 910-251-4923.
Corps Regulatory Official Date: 07/12/2007
Expiration Date of Verification: 07/12/2009
Page 1 of 2

Determination of Jurisdiction:
❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area.
This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
( Reference 33 CPR Part 331).
❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean. Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
❑ There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of Section
404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
® The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued 3/22/2007. Action ID SAW-2005-00695-065
Copy Furnished;
SEG, lnc.,5315 South College Road, Suite E, Wilmington, NC 28412
Joanne Steenhuis, DEATR-DWQ, WiRO, 127 Cardinal Drive Ext., Wilmington, NC 28405
Ian McMillan, DENR-DWQ 401 Oversight/Express Review Permitting Unit, 2321 Crabtree Blvd., Suite 250, Raleigh, NC 27604
Page 2 of 2

Action ID Number:SAW-2005-00695-065 County:New Hanover
Permittee: Cypress Grove Land, LLC
Date Permit Issued: 7/12/2007
Project Manager: Jennifer Free
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
WILMINGTON REGULATORY FIELD OFFICE
POST OFFICE BOX 1890
WILMINGTON, NORTH CAROLINA 28402
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. If you fail to comply with this permit you are subject to permit suspension,
modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

ACTION ID 4 SAW-2005-00695-065
SPECIAL CONDITIONS:
1) In order to compensate for impacts to 148 linear feet of warm water stream channel, the Permittee shall
make payment to the North Carolina Ecosystem Enhancement Program (NC EEP) in the amount
determined by the NC EEP, sufficient to perform the restoration of 148 linear feet of warm water stream
channel in the White Oak Basin (USGS Basin: Cape Fear), Cataloging Unit 03 03000 1.
Construction within jurisdictional areas on the property shall begin only after the Permittee has made
full payment to the NC EEP and provided a copy of the payment documentation to the Corps, and the
NC EEP has provided written confirmation to the Corps that it agrees to accept responsibility for the
mitigation work required, in compliance with the MOU between the North Carolina Department of
Environment and Natural Resources and the United States Army Corps of Engineers, Wilmington
District, dated November 4, 1998.
2) The Permittee shall execute and cause to be recorded in the New Hanover County Register of Deeds the
Declaration of Covenants Conditions and Restrictions for Tarin Woods (see attached) for the purpose of
maintaining the preservation areas as shown on the Preservation Map for TARIN WOODS, dated
5/9/2007 and prepared by Coastal Site Design, PC (attached) in their natural and/or mitigated state in
perpetuity, within 30 days .of this verification or prior to the sale or conveyance of the property,
whichever occurs first. The Pernuttee shall also record the Preservation Map with the New Hanover
County Register of Deeds at the same time the Declaration is recorded.
These provisions relating to the Preservation Areas cannot be amended or modified without the express
written consent of the U.S. Army Corps of Engineers, Wilmington District." *This includes changes. as
a result of any local government drainage easement requirements*
The permittee shall enforce the terms of the Declaration and, prior to conveyance of the property, shall
take no action on the property described in the Declaration inconsistent with the terms thereof. The
permittee shall provide a copy of the recorded Declaration and recorded Survey to the Corps of
Engineers within 15 days of recording.
Corps Regulatory Officia].Q Date: 1A-1,—t:., ,?ova-

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Wilmington, NC 28409
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Cabmer, Jo
From: Casmer, Jo
Sent: Monday, March 14, 2016 9:28 AM
To: 'jamesCrockfordpartner.net'; 'howardCcoostalsitedesign.com'
Subject: Tarin Woods II; Stormwater Permit SW8160306
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section)
received the Stormwater Permit Application and $505.00 fee on March 3, 2016. The project has been assigned to
Kelly Johnson and you will be notified if additional information is needed. Please be advised that the construction
of built -upon area may not commence until the Stormwater Permit is issued.
Jo Casmer
Administrative Assistant for DEMLR/Stormwater Section
North Carolina Department of Environmental Quality
Department of Environmental Assistance S Customer Service
910 796-7336 office
910 350-2004 fax
io.casmertMncdenr.o..
127 Cardinal Drive Extension
Wilmington, NC 28405
-::��thlnq Compares_--�-
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Completeness Review Checklist
Project fume: �� czcn-NaL'a �T— Received Date: n.&. FE
Project Location: �j C' . Accepted Date: 5r
IRule(s) 008 Coastal 1995 Coastal Phase II (WiRO.) Universal ®1988 Coastal
Type of Permit'Ney) or Mod or PR IExisting Permit # (food or PR): PE Cert on File? I
Density: HD or LD Type: Commercial or Residential NCG:
%: (% OK?) Stream Class: L—JSA Map Offsite to SW8
Subdivided?: Subdivision or Single Lot 11 JORW Map MExempt
ravcr n �_V r - Jr ErnaueU iangoneer un:
\L
up lement(s) (1 original per BMP) 6>1nft"' BMP Type(s):
&M with correct/original signatures (1 original per BMP except LS/VFS and swales)
Application with correct/original signatures []reed
r or LLC: Sig. Auth. per SoS or letter �rw
p . G, � mail Address: Design Engineer
05 (within 6mo) %?crP ;p u-A Q mail Address: Owner
Soils Report with SHWT Note to Reviewer:
lL� _-Iculations (signed/sealed) rvL4.X�- 5�� �.� -`�- A O1^
. �No obvious errors
ity includes common areas, etc
Restrictions, if subdivided:
d & Notarized
�rifCorrert Template fCommlRes &/LD) or Dec. Covenants & Rest.
Hans
�ets
1016'rading
0 <icinity Map
M�regencl
fnfiiltration
Is Report
Bottom:
Visited:
Additional information:
Permitted
i etails (roads, cul-de-sacs, cuZZIands
ks, BMPs, Buildings, etc)
Wetlands: Delineated or '
out (proposed BUA dimensions)
nO-A'Maps Ca, Project Boundaries
Wet Pond J/ FO%
L_JSoils Report
SHWT:
PP:
Proposed:
Offsite
OPE Cert for Master
Deed Rest for Master
BUA Permitted (Master):
BUA Proposed (Offsite):
Lot #:
Lot # Matches Master
sf
sf

COASTAL SITE DESIGN, PC
P© Box 4041
Wilmington, NC 28406
Phone: [phone]
Fax: [phone]
License # C-2710
March 7, 2016
Jo Casmer, Administrative Assistant
DEMLR/Stormwater Section
NC Department of Environment & Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Stormwater Management Permit Application
Tarin Woods H
New Hanover County
CSD Project No. 06-134
Dear Jo:
R-ECEIVED
ECEIVEM
MAR 0 8 2016
BY:
MAR 0 8 2016
The enclosed application package is for Tarin Woods H, a proposed 51-lot single-family development in New Hanover
County. Enclosed please find the following items:
— Original and one (1) copy of the stormwater permit application
— Two (2) copies of the Stormwater Management plans
— Two (2) copies of the Drainage Area maps
— One (1) copy of the Stormwater Calculations
— $505 application fee, Check #1211
Wet basin supplement
— Original signed wet basin O&M agreement
— Deed for property
+,. Secretary of State filing for Hoosier Daddy, LLC.
— Signing authority for James Yopp
— Original and one (1) copy of the high -density deed restrictions
Please let me know if you have any questions or require any additional information.
Sincerely,
111zi 4 6,
Mike Broyhil
Encl.: As noted above
RECEIVED
MAR u ® IM
cc: Hoosier Daddy, LLC.

STORMWATER MANAGEMENT CALCULATIONS
For
TARIN WOODS II
PREPARED FOR
HOOSIER DADDY, LLC
6025 Tarin Road
Wilmington, NC 28409
Prepared b
P Y•
COASTAL SITE DESIGNO PC
PO Box 4041
Wilmington, NC 28406
Phone: [phone]
Fax: [phone]
License # C-2710
011 C A I /l�/i
SEAL :9
125483
.'MQIME�� �
oward Resnik, P. .
.3/7/<

COASTAL SITE ©ESIGN9 PC
PO Box 4041
Wilmington, NC 28406
Phone: [phone]
Fax: [phone]
License 0 C-2710
FOR STORMWATER EXPRESS REVIEW
March 2016
PROJECT NAME: Tarin Woods II
PROJECT DESCRIPTION: This submittal is for 51 single family lots located within a portion of the overall subdivision
Tarin Woods II. The area where this portion of the development will occur has been observed by the ACOE and no
wetlands are present within the project area. The owner of the property is Hoosier Daddy LLC.. For the initial phase of
the Tarin Woods II development access to the site will be from Tarin Road which connects directly to Lt. Congleton
Road. The project is not located within % mile of SA waters.
Stormwater from the site drains through a tributary to Everett Creek SA;HQW located in the Cape Fear River Basin
(Index # CPF 18-87-29). The project will be high density and will be treated with a high density BMP. The proposed site
will utilize a wet basin designed for 90% TSS removal. Roads within the development are designed to be super elevated
and directed into flumes allowing water to filter through a grass channel before entering the wet basin. Since the project
is located within New Hanover County the site will also need to meet the 2,10 and 25 year pretpost requirement.
Proposed impervious for the site is 53%. Water for the site will be public and provided by the CFPUA. Sewer will be
private and owned and maintained by the HOA.
PROJECT BMP: storm water pond.
STORMWATER ENGINEER/CONSULTANT: Coastal Site Design, PC
PO Box 4041
Wilmington, NC 28406
Rodney Wright
[e-mail]
910 7914441 office
910 791.1501 fax

PROJECT DATA:
Existing Site Data (within Pond drainage delineation)
Existing wetlands
Existing uplands
Total proposed project area
Proposed Site Data:
Proposed 51 Single Family lots
Proposed pumpstation
Proposed streets
Proposed sidewalks
future
Total proposed impervious area
Soil Types Within Project Limits:
Abbreviation
Pm
(See attached soils map)
Type and Description
Pamlico
0.0 sf (0.0 acres)
675,561 sf (15.51 acres)
675,561 sf (15.51 acres)
178,500 sf
(4.10 acres)
4,947 sf
(0.11 acres)
61,197 sf
(1.40 acres)
8,733 sf
(0.20 acres)
15,000 sf
(0.34 acres)
268,377sf (6.16 acres)
Hydrologic Group
0
Area
15.51 ac

ROUTING CALCULATIONS:
PRE -DEVELOPED CONDITIONS FOR WETBASIN 1 (see hydrograph summary and reports):
Pre-dev. to Wet Basin
CN Pre Developed = 77 (SCS) composite value determined as follows:
+/- 675,561 sf of soils are D, Woods good condition (CN = 77)
USED CN = 77
Area = 675,561 sf or 15.51 acres
Time of Concentration =10.0 min
Qmax for pre-dev 1-yr/24-hr storm = 25.07 cfs
Qmax for pre-dev 2-yr/24-hr storm = 33.30 cfs
Qmax for pre-dev 10-yr/24-hr storm = 66.03 cfs
Qmax for pre-dev 25-yr/24-hr storm = 80.16 cfs
POST -DEVELOPED CONDITIONS (see hydrograph summary and reports):
Post-dev. to Wetbasin
CN Post Developed = 87 (SCS) composite value determined as follows:
+/- 268,377 sf of impervious surface (CN = 98)
+/- 422,184 sf of soils area B, open space good condition (CN = 80)
((268,377 x 98) + (407,184 x 80) / 675,561= 87.2
USED CN = 87
Area = 675,561 sf or 15.51 acres
Time of Concentration = 20.0 min
Qmax for post-dev 1-yr/24-hr storm = 31.48 cfs
Qmax for post-dev 2-yr/24-hr storm = 39.12 cfs
Qmax for post-dev 10-yr/24-hr storm = 67.67 cfs
Qmax for post-dev 25-yr/24-hr storm = 79.58 cfs
Routed site — areas draining to pond (see hydrograph summary & reports):
Qmax for post route 1-yr/24-hr storm = 8.97 cfs
Qmax for post -route 2-yr/24-rr storm =13.51 cfs
Qmax for post -route I0-yr/24-hr storm = 36.40 efs
Qmax for post -route 25-yr/24-hr storm = 49.69 cfs

SUMMARY:
Wetbasin 1
Storm Event
pre.-Oev Qmax
cfs
post-Oev Qmax
cfs
Routed post
max cfs
1 yr
25.07
31.48
8.97
2 yr
33.30
39.12
13.51
10 yr
66.03
167.67
36.40
25 yr
80.16 179.58
149.69
WITH WORKING OUTLET STRUCTURE
BW
100 year water
elevation
Top of Bank Elevation
1
22.39
123.0
NO OUTLET STRUCTURE
BUT
100 year water
elevation
Top of Bank Elevation
1
22.88
23.0

WET DETENTION BASIN CALCULATIONS
POND '1'
DETERMINE IMPERVIOUS PERCENTAGE
area to basin =
675,561
sf
15.51
acres
buildings =
178,500
sf
4.10
acres
roads =
61,197
sf
1.40
acres
sidewalks =
8,733
sf
0.20
acres
pumpstation =
4,947
sf
0.11
acres
future =
15,000
sf
0.34
acres
total impervious surface =
268,377
sf
6.16
acres
total non -impervious surface =
407,184
sf
9.35
acres
percent imp. = 39.7 %
DETERMINE REQUIRED SURFACE AREA
from 90% TSS Removal Chart:
depth =
3.5 ft
imp %
SAIDA
30
3
39.7
x
40
4
x =
3.97
minimum surface area = 0.0397 x 675,561 sf
26,820 sf
surface area provided = 45,405 sf @ elevation 19.5
1.5" VOLUME DETERMINATION:
DETERMINE RUNOFF COEFFICIENT (Rv)
I = 39.7 percent impervious
Rv = ? (runoff coefficient, inches per inch)
Rv = 0.05 + 0.009 (1)
Rv = 0.41 in/in
DETERMINE VOLUME
design storm = 1.5 inch
Rv = 0.41 infin
drainage area = 15.51 acres
volume = ?
volume = (design storm)(Rv)(drainage area)
volume = 0.8 acre-ft
volume = 34,625 cf of required storage volume
ECEIVE A
JUN 0 2 2016
BY: -
COASTAL SITE DESIGN, PC
PC BOX 4041
WILMINGTON, NC 28406

WET DETENTION BASIN STAGE -STORAGE TABLE:
ELEVATION
AREA
%FT)
(SF)
14
29,164
Top of Cleanout
15
31,413
16
33,733
17
36,125
18
38,581
Bottom Shelf
19
41,093
PP
19.5
45,405
Top Shelf
20
49,875
State Storage
20.3
50,696
21
52,632
22
55,446
23
58,316
volume at permanent pool (elev. 19.5) =
1.5" storage volume provided (elev. 20.3) =
total volume of basin =
surface area at bottom of 10:1 shelf (19.0) =
volume at bottom of 10:1 shelf =
surface area at top of 10:1 shelf (20) =
volume at top of 10:1 shelf =
minimum forebay volume =
AVERAGE POND DEPTH
INCREMENTAL
VOLUME STORAGE
(raft (cf)
Sed. Cleanout
Not incl.in calc.
32,573
34,929
-
37,353
39,837
21,625
-
23,820
23,820
15,086
38,906
36,165
75,071
54,039
129,110
56,881
185,991
166,317 cf
38,906 cf
352,308 cf
41,093 sf
144,692 cf
49,875 sf
190,137 cf
33,263 cf
AREA BOTTOM SHELF (ABS) =
41,093 SF
AREA PP (APP) =
45,405 SF
AREA BOTTOM POND (ABP) =
21,816 SF (main bay only)
DEPTH =
19-15 4 it
[0.25 X (1 + (ABS/APP))]+[((ABS+ABP)/2) X (DEPTH/ABS)]
AVERAGE DEPTH =
3.54 ft
FOREBAY STAGE -STORAGE TABLE:
INCREMENTAL
ELEVATION AREA
VOLUME
STORAGE
(FT) (SF)
(cf)
(cf)
14 5,626
Top of Cleanout 15 5,716
Sed. Cleanout Not incl.in calc.
16 6,720
6,218
6,218
17 7,784
7,252
13,470
18 8,903
8,344
21,814
19 10,080
9,492
31,306
19.5 10,689
5,192
36,498
forebay volume provided =
36,498 cf
L
JU 0 '
2 2016 1
BY J
COASTAL SITE DESIGN, PC
PO BOX 404i
WILMINGTON, NC 28406

STAGE - DISCHARGE TABLE:
size of orifice (in) = 3.50
crest length of weir cut (ft) = 6.00
crest length of grates (so = 12.0
crest length of spillway (ft) = 40.0
ELEVATION 3.5" PVC WEIR
(ft) (ifs) (ifs)
19.5 0.00 -
20 0.23
21 0.39 11.60
22 0.51 43.89
23 0.60 87.84
PVC DRAW DOWN
Orifice size = 3.50 in
Normal Pool Storage Elev. = 19.50
1.5" storage Elev. = 20.3
elevation of orifice = 19.50
elevation of weir cut = 20.3
elevation of grates = 20.8
eievation of spillway = 22.0
GRATES SPILLWAY TOTAL
(cfs) (cfs) (cfs)
3.54
52.06
129.22
0.00
0.00
120.00
Orifice coefficient (C) = 0.6
Average head from 1.5" storage to orifice (h) _ (20.3 - 19.5) /3 = 0.27 ft
Orifice cross sectional area (A) = pi x rA2 = 3.14 x (rill 2)A2 = 0.06678 sf
Acceleration due to gravity (g) = 32.2 ft/sA2
Q=CA (2gh)AI/2 = 0.6 x 0.06678 x (2x32.2x027)A1/2 = 0.16708 cfs
38,906 / 0.16708 = 232,859 seconds = 2.70 days
ENERGY DISSIPATOR FOR OUTLET
45.32/3=15.1
Qpeak = 15.1 cfs from
Q=VA
From chart 8.06b, Q =
d=
24 " pipe (see sheet EC6)
V Q/A
= 15.1 /
= 4.8 ft/sec
15.1 cfs
24 "
3.14
d50 =
0.10 ft
or 1.2 ", use
4 "
La=
9ft
3d =
6.0 ft
W=d+0.4La=
5.6ft
dmax=1.5xd50=
6"
apron thickness 1.5 x dmax =
91,
apron dimensions:
min. stone size =
4 inches
min. apron thickness =
9 inches
apron length =
9 ft
width of apron at pipe outlet =
6 ft
width of apron at end of apron =
6 ft
0.23
15.53
96.46
337.66
SUN 02 2016
COASTAL SITE DESIGN, PC
PO BOX 4041
WILMINGTON, NC 28406

Pond Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2015 by Autodesk, Inc. A 0.4 Wednesday, 02124 / 2016
Pond No. 2 - Pond A - No outlet
Pond Data
Contours -User-defined contour areas. Conic method used for volume calculation. Begining Elevation =19.50 ft
Stage / Storage Table
Stage (it)
Elevatlon (ft)
Contour area (sq(t)
Incr. Storage (cult)
Total storage (cuff)
0.00
19.50
45,405
0
0
0.50
20.00
49,875
23,809
23,809
1.50
21.00
52,632
51,242
75,051
2.50
22.00
55,446
54,028
129,079
3.50
23.00
58,316
58,889
185,948
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C]
[PrMsrl
[A] [131
[C]
[D]
Rise (in)
Inactive
Inactive 0.00
0.00
Crest Len (ft)
Inactive Inactive
40.00
0.00
Span (In)
= 24.00
3.50
0.00
0.00
Crag EL (ft)
= 20.80 20.30
22.00
0.00
No. Barrels
= 3
1
0
0
Welr Coeff.
= 3.33 3.33
2.60
3.33
Invert EL (ft)
= 19.50
19.50
0.00
0.00
Weir Type
= 1 Rect
Broad
--
Length (ft)
= 28.00
1.00
0.00
0.00
Multi -Stage
Yes Yes
No
No
Slope (%)
= 0.30
0.00
0.00
n/a
N Value
= .013
.013
.013
nla
Orifice Coeff.
= 0.60
0.60
0.60
0.60 Exfll.(inlhr) = 0.000 (by Wet area)
MultlStage
n/a
Yes
No
No TW Elev. (ft) = 0.00
Nola CulverWfflw ouftws are analyzed under Inlet (io) and outlet (oc) control. weir risers d,edced for orifice oondrtlons (k) and submergence (a)
11 11 11 11 11 11 .11 II :11 •11 111 1,

Pond Report
Hydrafiow Hydrographs Extension for AutoCAD® Civil 3D®2015 by Autodesk, Inc. v10A
Wednesday, 02 ! 24 / 2016
Pond No.1 - Pond A
Pond Data
Contours -User-defined contour areas. Conic method used for volume calculation. Begining Elevation =19.50 ft
Stage / Storage Table
Stage (ft) Elevation (ft)
Contour area (sgfQ
Incr. Storage (cuff)
Total storage (cult)
0.00 19.50
45,405
0
0
0.50 20.00
49,875
23,809
23,809
1.50 21.00
52,632
51,242
75,051
2.50 22.00
55,446
54,028
129,079
3.50 23.00
58,316
56,869
185,948
Culvert / Orifice Structures
Weir Structures
[Al
[B]
(C)
[PrfRsrl
[A] [Bl
[C]
ID]
Rise (in) = 24.00
3.50
0.00
0.00
Crest Len (ft)
= 12.00 6.00
40.00
0.00
Span (In) = 24.00
3.50
0.00
0.00
Crest a. (ft)
= 20.80 20.30
22.00
0.00
No. Barrels = 3
1
0
0
Weir Coefl
= 3.33 3.33
2.60
3.33
Invert EL (ft) = 19.50
19.50
0.00
0.00
Weir Type
= 1 Rect
Broad
---
Length (ft) - 28.00
1.00
0.00
0.00
Muitl-Stage
= Yes Yes
No
No
Slope (%) = 0.30
0.00
0.00
n/a
N Value = .013
.013
.013
n/a
Orifice Coeff. - 0.60
0.60
0.60
0.60
Exfil.(Inlhr)
= 0.000 (by Wet area)
Muld-Stage = n/a
Yes
No
No
TW Elev. (ft)
= 0.00
Stage (ft)
4.00
3.00
2.00
1.00
0.W i
0.0
20.0
Total Q
Note: CulverWrrice ouMows are anayzed under inlet (Ic) and outlet (oc) control. weir risers dmw*ed for office conditions 0c) and submergence (a)
40.0
60.0
Stage I Discharge
80.0
100.0
120.0
140.0
160.0
Elev (ft)
23.50
22.50
21.50
20.50
1 19.50
180.0
Discharge (cfs)

Hyd rog ra p h Summary Report Hydraflow Hydrographs Extension for AutoCAD® Civil 3DO 2015 by Autodesk, Inc. v10.4
Hyd.
Hydrograph
Peak
Time
Time to
Hyd.
Inflow
Maximum
Total
Hydrograph
No.
type
flow
Interval
Peak
volume
hyd(s)
elevation
strip used
Description
(origin)
(cfs)
(min)
(min)
(cult)
00
(cuft)
1
SCS Runoff
25.07
2
730
97,549
—
—
--
Pre Dev
2
SCS Runoff
31.48
2
732
139,695
—
Post-Dev
3
Reservoir
8.973
2
762
133,925
2
20.89
69,256
Routed
4
Reservoir
0.654
2
1252
10,614
2
22.02
130,209
No Outlet
Pond A.gpw
Return Period: 1 Year I Wednesday, 02 / 24 / 2016

I
Hydrograph Report
Hydratlow Hydrographs Extension for AutoCAD® Civil 31® 2015 by Autodesk, Inc. A0.4
Hyd. No.1
Pre Dev
Hydrograph type
= SCS Runoff
Peak discharge
Storm frequency
= 1 yrs
Time to peak
Time interval
= 2 min
Hyd. volume
Drainage area
= 15.510 ac
Curve number
Basin Slope
= 0.0 %
Hydraulic length
Tc method
= User
Time of conc. (Tc)
Total precip.
= 3.83 in
Distribution
Storm duration
= 24 hrs
Shape factor
Q WS)
28.00
24.00
20.00
16.00
12.00
8.00
4.00
Pre_Dev
Hyd. No. 1 --1 Year
Wednesday, 02 / 24 / 2016
= 25.07 cfs
= 730 min
= 97,549 cult
= 77
= 0 ft
= 10.00 min
= Type III
= 484
Q (Cfs)
28.00
24.00
20.00
16.00
12.00
8.00
4.00
0.00 y ' ' ' 1 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
- Hyd No. 1 Time (min)

a
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® CMI 3D® 2015 by Autodesk, Inc. A0.4
Hyd. No. 2
Post-Dev
Hydrograph type
= SCS Runoff
Storm frequency
= 1 yrs
Time interval
= 2 min
Drainage area
= 15.510 ac
Basin Slope
= 0.0 %
Tc method
= User
Total precip.
= 3.83 in
Storm duration
= 24 hrs
Q (ds)
35.00
30.00
25.00
20.00
15.00
10.00
5.00
Wednesday, 02 / 24 / 2016
Peak discharge
= 31.48 cfs
Time to peak
= 732 min
Hyd. volume
= 139,695 cuft
Curve number
= 87
Hydraulic length
= 0 ft
Time of conc. (Tc)
= 20.00 min
Distribution
= Type III
Shape factor
= 484
Post-Dev
Hyd. No. 2 --1 Year
Q (ds)
35.00
30.00
25.00
20.00
15.00
10.00
5.00
0.00 11 1 1 I I 1 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
- Hyd No. 2
Time (min)

0
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2015 by Autodesk, Inc. A 0.4
Wednesday, 02 / 2412016
Hyd. No. 3
Routed
Hydrograph type
= Reservoir
Peak discharge
= 8.973 cfs
Storm frequency
= 1 yrs
Time to peak
= 762 min
Time interval
= 2 min
Hyd. volume
= 133,925 cuft
Inflow hyd. No.
= 2 - Post-Dev
Max. Elevation
= 20.89 ft
Reservoir name
= Pond A
Max. Storage
= 69,256 cuft
Storage indication method used.
Routed

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3139 2015 by Autodesk, Inc. v10.4 Wednesday, 02 / 2412016
Hyd. No. 4
No Outlet
Hydrograph type
= Reservoir
Peak discharge
= 0.654 cfs
Storm frequency
= 1 yrs
Time to peak
= 1252 min
Time interval
= 2 min
Hyd. volume
= 10,614 cult
Inflow hyd. No.
= 2 - Post-Dev
Max. Elevation
= 22.02 ft
Reservoir name
= Pond A - No outlet
Max. Storage
= 130,209 cuft
Storage Indication method used.
30.00
25.00
20.00
15.00
10.00
5.00
No Outlet
Hyd. No. 4 —1 Year
Q (Cfs)
35.00
30.00
25.00
20.00
15.00
10.00
5.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 1680
— Hyd No. 4 Hyd No. 2 D.=, Total storage used=130,209 r_uft Time (min)

Hydrograph Summary Report Hydraflow Hydrographs Extension for AutoCAD® Civil 3136 2015 by Autodesk, Inc. v10.4
Hyd.
Hydrograph
Peak
No.
type
flow
(origin)
(cis)
1
SCS Runoff
33.30
2
SCS Runoff
39.12
3
Reservoir
13.51
4
Reservoir
2.407
Time
Time to
Hyd.
Interval
Peak
volume
(min)
(min)
(cult)
2
728
128,350
2
732
174,474
2
758
168,663
2
914
45,393
Inflow
Maximum
hyd(s)
elevation
M
2
21.13
2
22.07
Total
strge used
(CUR)
82,118
133,241
Pre Dev
Post-Dev
Routed
No Outlet
Hydrograph
Description
Pond_A.gpw
Return Period: 2 Year
Wednesday, 02 / 24 / 2016

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 31D® 2015 by AutodesK Ina A 0.4
Hyd. No.1
Pre Dev
Hydrograph type
= SCS Runoff
Peak discharge
Storm frequency
= 2 yrs
Time to peak
Time interval
= 2 min
Hyd. volume
Drainage area
= 15.510 ac
Curve number
Basin Slope
= 0.0 %
Hydraulic length
Tc method
= User
Time of conc. (Tc)
Total precip.
= 4.50 in
Distribution
Storm duration
= 24 hrs
Shape factor
Q (Cfs
35.00
30.00
25.00
20.00
15.00
10.00
5.00
Wednesday, 0212412016
= 33.30 cfs
= 728 min
= 128,350 tuft
_ - 77
= Oft
= 10.00 min
= Type III
= 484
Q (Cfs)
35.00
30.00
25.00
20.00
15.00
10.00
5.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
- Hyd No. 1 Time (min)

HydRrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2015 by Autodesk, Inc. v10.4
Hyd. No. 2
Post -Dew
Hydrograph type
= SCS Runoff
Peak discharge
Storm frequency
= 2 yrs
Time to peak
Time interval
= 2 min
Hyd. volume
Drainage area
= 15.510 ac
Curve number
Basin Slope
= 0.0 %
Hydraulic length
Tc method
= User
Time of conc. (Tc)
Total precip.
= 4.50 in
Distribution
Storm duration
= 24 hrs
Shape factor
Q (Cfs)
40.00
30.00
20.00
10.00
0.00 '
0 120 240
Hyd No. 2
Post-Dev
Hyd. No. 2 — 2 Year
360 480 600 720 840
Wednesday, 02 / 2412016
= 39.12 cfs
= 732 min
= 174,474 cuft
= 87
= 0 ft
= 20.00 min
= Type III
= 484
Q (Cfs)
40.00
30.00
20.00
10.00
'I 1 1-71% ' 0.00
960 1080 1200 1320 1440 1560
Time (min)

Hydrograph Report
Hydraflow Hydrographs Extension far AutoCAD® Civil 3D®2015 by Autodesk, Inc. v10.4
Hyd. No. 3
Routed
Hydrograph type
= Reservoir
Peak discharge
Storm frequency
= 2 yrs
Time to peak
Time interval
= 2 min
Hyd. volume
Inflow hyd. No.
= 2 - Post-Dev
Max. Elevation
Reservoir name
= Pond A
Max. Storage
Storage Indication method used.
Routed
goals
Wednesday, 02 / 24 / 2016
= 13.51 cfs
= 758 min
168,663 tuft
= 21.13 ft
= 82,118 cuft

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2015 by Autodesk, Inc. 00.4
Hyd. No. 4
No Outlet
Hydrograph type
= Reservoir
Peak discharge
Storm frequency
= 2 yrs
Time to peak
Time interval
= 2 min
Hyd. volume
Inflow hyd. No.
= 2 - Post-Dev
Max. Elevation
Reservoir name
= Pond A - No outlet
Max. Storage
Storage Indication method used.
No Outlet
Wednesday, 02 / 2412016
= 2.407 cfs
= 914 min
= 45,393 tuft
= 22.07 ft
= 133,241 tuft

Hydrograph Summary Report Hydraflow Hydrographs Extension for AutoCADO Civil 3D® 2015 by Autodesk, Inc. A 0.4
Hyd.
No.
Hydrograph
type
(origin)
Peak
now
(cis)
Time
Interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cult)
Inflow
hyd(s)
Maximum
elevation
00
Total
strge used
(cuff)
Hydrograph
Description
1
SCS Runoff
66.03
2
728 253,482
—
--•---
—
Pre Dev
2
SCS Runoff
67.07
2
732 308,494
—
—
Post Dev
3
Reservoir
36.40
2
750 302,598
2
21.93
125,344
Routed
4
I
Reservoir
34.47
2
750 179,414
2
22.48
156,264
No Outlet
Pond A.gpw
Return Period: 10 Year
Wednesday, 02 / 24 / 2016

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3138 2015 by Autodesk, Inc. 00.4
Hyd. No.1
Pre_Dev
Hydrograph type
= SCS Runoff
Peak discharge
Storm frequency
= 10 yrs
Time to peak
Time interval
= 2 min
Hyd. volume
Drainage area
= 15.510 ac
Curve number
Basin Slope
= 0.0 %
Hydraulic length
Tc method
= User
Time of conc. (Tc)
Total precip.
= 7.00 in
Distribution
Storm duration
24 hrs
Shape factor
Q (cfs)
70.00
60.00
50.00
40.00
30.00
20.00
10.00
Pre Dev
Hyd. No. 1 —10 Year
Wednesday, 02 / 2412016
= 66.03 cfs
= 728 min
= 253,482 cuff
= 77
= 0 ft
= 10.00 min
= Type III
= 484
Q (Cfs)
70.00
50.00
40.00
30.00
20.00
0.00 ' 1L�r , 1 i i 1 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No.1
Time (min)

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3138 2015 by AutodesK Inc. 00.4
Hyd. No. 2
Post-Dev
Hydrograph type
= SCS Runoff
Peak discharge
Storm frequency
= 10 yrs
Time to peak
Time interval
= 2 min
Hyd. volume
Drainage area
= 15.510 ac
Curve number
Basin Slope
= 0.0 %
Hydraulic length
Tc method
= User
Time of conc. (Tc)
Total precip.
= 7.00 in
Distribution
Storm duration
= 24 hrs
Shape factor
Q (cfs
70.00
60.00
50.00
40.00
30.00
20.00
10.00
Wednesday, 02 / 24 / 2016
= 67.67 cfs
= 732 min
= 308,494 cuft
= 87
= 0 ft
= 20.00 min
= Type III
= 484
Q (cfs)
70.00
60.00
50.00
40.00
30.00
20.00
10.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hvd No. 2 Time (min)

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® CMI 3D® 2016 by Autodesk, Inc. v10.4
Wednesday, 0212412015
Hyd. No. 3
Routed
Hydrograph type
= Reservoir
Peak discharge
= 36.40 cfs
Storm frequency
= 10 .yrs
Time to peak
= 750 min
Time interval
= 2 min
Hyd. volume
= 302,598 cuff
Inflow hyd. No.
= 2 - Post-Dev
Max. Elevation
= 21.93 ft
Reservoir name
= Pond A
Max. Storage
= 125,344 cuft
Storage Indication method used.
Routed
Hyd. No. 3 —10 Year
60.00
50.00
40.00
30.00
20.00
10.00
Q (cfs)
70.00
60.00
50.00
40.00
30.00
20.00
10.00
0.00 . - _ I I I I . 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 1680
Time (min)
-- Hyd No. 3 — Hyd No. 2 Total storage "sod =125,344 cult

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2015 by Autodesk, Inc. v10.4
Hyd. No. 4
NA [cutlet
Hydrograph type
= Reservoir
Peak discharge
Storm frequency
= 10 yrs
Time to peak
Time interval
= 2 min
Hyd. volume
Inflow hyd. No.
= 2 - Post-Dev
Max. Elevation
Reservoir name
= Pond A - No outlet
Max. Storage
Storage Indication method used.
No Outlet
Hyd. No. 4 —10 Year
60.00
50.00
40.00
30.00
20.00
10.00
Wednesday, 02 / 24 / 2016
= 34.47 cfs
= 750 min
= 179,414 cuff
= 22.48 ft
= 156,264 cuft
0 (cfs)
70.00
60.00
50.00
40.00
30.00
20.00
10.00
0.00 1 1 _. I I I ---j- 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 4 Hyd No. 2 E- E Total storage used=156,264 cWt Time (min)

Hyd rog ra ph Summary ReportHydraflowHydrographs Extension for AutoCAD® Civil 3D® 2015 by Autodesk, Inc. v10.4
Hyd.
Hydrograph
Peak
No.
type
flow
(origin)
(cts)
1
SCS Runoff
80.16
2
SCS Runoff
79.58
3
Reservoir
49.69
4
Reservoir
53.86
Time
Time to
Hyd.
Inflow
Maximum
Total
Hydrogreph
Interval
Peek
volume
hyd(s)
elevation
strge used
Description
(min)
(min)
(cuff)
(it)
(cuft)
2
728
308,897
—
Pre Dev
2
732
365,869
—
—
Post-Dev
2
746
359,950
2
22.14
136,922
Routed
2
746
236,788
2
22.65
165,697
No Outlet
Pond A.gpw
Retum Period: 25 Year I Wednesday, 02 / 24 / 2016

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2015 by Autodesk, Inc. 00.4 Wednesday, 02 / 2412016
Hyd. No. 1
Pre Dev
Hydrograph type
= SCS Runoff
Peak discharge
= 80.16 cfs
Storm frequency
= 25 yrs
Time to peak
= 728 min
Time interval
= 2 min
Hyd. volume
= 308,897 cuft
Drainage area
= 15.510 ac
Curve number
= 77
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= User
Time of conc. (Tc)
= 10.00 min
Total precip.
= 8.05 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
Q WS)
90.00
80.00
70.00
60.00
50.00
40.00
30.00
20.00
10.00
Pre_Dev
Hyd. No.1 — 25 Year
Q (cfs)
90.00
80.00
70.00
60.00
50.00
40.00
30.00
20.00
10.00
0.00 I I- I I ► I =N 1 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
— Hyd No. 1 Time (min)

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3138 2015 by AutodesK Inc. v10.4 VVednesday, 02 / 24 / 2016
Hyd. No. 2
Post-Dev
Hydrograph type
= SCS Runoff
Peak discharge
= 79.58 cfs
Storm frequency
= 25 yrs
Time to peak
= 732 min
Time interval
= 2 min
Hyd. volume
= 365,869 cuff
Drainage area
= 15.510 ac
Curve number
= 87
Basin Slope
= 0.0 %
Hydraulic length
= Oft
Tc method
= laser
Time of conc. (Tc)
= 20.00 min
Total precip.
= 8.05 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
Q (Cfs)
80.00
70.00
60.00
50.00
40.00
30.00
20.00
10.00
Post-Dev
Hyd. No. 2 -- 25 Year
Q (Cfs)
80.00
70.00
;I1�@I17
A4116]
C11I1I11
30.00
20.00
10.00
0.00 1 1 1 1 1 1 1 1 i 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 2 Time (min)

Hydrograph Report
Hydrafiow Hydrographs Extension for AutoCAD® Civil 3D® 2015 by Autodesk, Inc. A 0.4
Wednesday, 02 / 24 / 2016
Hyd. No. 3
Routed
Hydrograph type
= Reservoir
Peak discharge
= 49.69 cfs
Storm frequency
= 25 yrs
Time to peak
= 746 min
Time interval
= 2 min
Hyd. volume
= 359,950 cult
Inflow hyd. No.
= 2 - Post-Dev
Max. Elevation
= 22.14 ft
Reservoir name
= Pond A
Max. Storage
= 136,922 cuft
Storage Indication method used.
0 (cfs)
80.00
70.00
60.00
50.00
40.00
30.00
20.00
U411111
Routed
Hyd. No. 3 -- 25 Year
Q (cfs)
80.00
70.00
60.00
50.00
40.00
30.00
20.00
f 11[1Zd
0.00 1 1 I I 1 --- 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 3 Hyd No. 2 Total storage used=136,922 cuft

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2015 by Autodesk, Ina A 0.4
Hyd. No. 4
No Outlet
Hydrograph type
= Reservoir
Storm frequency
= 25 yrs
Time interval
= 2 min
Inflow hyd. No.
= 2 - Post-Dev
Reservoir name
= Pond A - No outlet
Storage Indication method used.
Q (Cfs)
80.00
70.00
60.00
50.00
40.00
30.00
20.00
10.00
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
No Outlet
Hyd. No. 4 — 25 Year
Wednesday, 02 / 2412016
= 53.86 cfs
= 746 min
= 236,788 cuft
= 22.65 ft
= 165,697 tuft
Q (Cls)
80.00
70.00
C% T6
50.00
40.00
30.00
20.00
10.00
0.00 1 1 - 1 1 1 r— -®1_ 0.00
0 120 240 360 480 600 720 840 960 1060 1200 1320 1440 1560
Time (min)
Hyd No. 4 — Hyd No. 2 Total storage used=165,697 cult

H yd rog ra p h Summary Report Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2015 by Autodesk, Inc. v10.4
Hyd
No.
Hydrograph
type
(origin)
Peak
flow
(cis)
Time
Interval
(min)
2
Time to
Peak
(min)
Hyd.
volume
(tuft)
Infkivr
hyd(s)
Maximum
elevation
(1t)
Total
strge used
(cult)
Hydrograph
Description
1
SCS Runoff
106.55
728
414,305
—
—
PreDev
2
SCS Runoff
101.56
2
732
473,288
—
—
Post-Dev
3
Reservoir
76.52
2
742
467,336
2
22.38
150,730
Routed
4
Reservoir
85.13
2
I
740
344,207
2
22.88
I
178,812
No Outlet
P'ond_A.gpw
Return Period: 100 Year
Wednesday, 02 / 24 / 2016

A
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3139 2015 by Autodesk, Inc. 00.4
Hyd. No.1
Pre Dev
Hydrograph type
= SCS Runoff
Peak discharge
Storm frequency
= 100 yrs
Time to peak
Time interval
= 2 min
Hyd. volume
Drainage area
= 15.510 ac
Curve number
Basin Slope
= 0.0 %
Hydraulic length
Tc method
= User
Time of conc. (Tc)
Total precip.
= 10.00 in
Distribution
Storm duration
= 24 hrs
Shape factor
Q (cfs
120.00
100.00
[I11[1I11
60.00
40.00
20.00
Wednesday, 02 / 24 / 2016
= 106.55 cfs
= 728 min
= 414,305 cuft
= 77
= Oft
= 10.00 min
= Type III
= 484
Q (Cfs)
120.00
100.00
80.00
60.00
40.00
20.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 1
Time (min)

A
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3138 2015 by Autodesk, Inc. A 0.4
Wednesday, 02 124 / 2016
Hyd. No. 2
Post-Dev
Hydrograph type
= SCS Runoff
Peak discharge
= 101.56 cfs
Storm frequency
= 100 yrs
Time to peak
= 732 rain
Time interval
= 2 min
Hyd. volume
= 473,288 cuft
Drainage area
= 15.510 ac
Curve number
= 87
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= User
Time of conc. (Tc)
= 20.00 min
Total precip.
= 10.00 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
Q (Cfs
120.00
100.00
80.00
60.00
40.00
20.00
Q (cfs)
120.00
100.00
80.00
60.00
40.00
20.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
- Hyd Nm 2 Time (min)

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3139 2015 by Autodesk, Inc. v10.4
Hyd. No. 3
Routed
Hydrograph type
= Reservoir
Peak discharge
Storm frequency
= 100 yrs
Time to peak
Time interval
= 2 min
Hyd. volume
Inflow hyd. No.
= 2 - Post Dev
Max. Elevation
Reservoir name
= Pond A
Max. Storage
Storage Indication method used.
Q (Cf8
120.00
100.00
80.00
60.00
40.00
20.00
Wednesday, 02 / 24 / 2016
= 76.52 cfs
= 742 min
= 467,336 cuft
= 22.38 ft
= 150,730 cult
Q WS)
120.00
100.00
80.00
60.00
40.00
20.00
0.00
0 120 240 360 480. 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 3 Hyd No. 2 i:TT Total storage used=150,730 ouit Time (min)

IN
Hydrograph Report
Hydraflow Hydrographs Extenslon for AutoCAD® Civil 3DO 2015 by AutodesK Inc. v10.4
Hyd. No. 4
No Outlet
Hydrograph type
= Reservoir
Peak discharge
Storm frequency
= 100 yrs
Time to peak
Time interval
= 2 min
Hyd. volume
Inflow hyd. No.
= 2 - Post-Dev
Max. Elevation
Reservoir name
= Pond A - No outlet
Max. Storage
Storage Indication method used.
Q (CfS
120.00
100.00
80.00
60.00
40.00
KOx1n
Wednesday, 02 / 2412016
= 85.13 cfs
= 740 min
344,207 cuft
= 22.88 ft
= 178,812 cuff
Q WS)
120.00
100.00
80.00
60.00
40.00
20.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 4 - Hyd No. 2 IT= Tntal stnraae used =178,812 ruff
Time (min)

Swale Summary
SWALES
SWALE
Hydrologic Canditlons
Rainfall
Discharge
Drainage
Area (ac.)
C=
Composite
Runoff
Coe6rciant
Tc=Time
of
Concenhdi
on 'i59iFi.
Ito = Rainfal
Intensify (inJhr)
I. = Rainfell
Intensity pnJhj
Iloo = Rainfall
Intensity (In./hr)
010 = Discharge
(cfs)
Q65 = Discharge
(CIS)
QIas = Discharge
(de)
1
3.47
0.40
5.0
7.23
8.15
9.6
10.04
11.31
13.32
2
5.10
0.52
5.0
7.23
8.15
9.6
19.17
21.61
25.48
3
1.19
0.58
5.0
7.23
8.15
9.6
4.82
5.43
6.40
4
3.00
Q.53
5.0
7.23
8.15
9.6
11.50
12.96
15.28
5
0.89
1 0.58
1 5.0
1 7.23
8.15
9.9
2.79
3.15
3.71

SWALE CALCULATIONS
Formulas:
Q = CIA Z,,,, = Akm
ARC=OnI(1.49e-)or7,,,r=Z o Z„q=On1(1.49s°'')
A=By+My/ V=Q/A
R = A / P Spread = y / road oroaa slope
P=B+ 1+ a
Objecdve. solve for y so Z„ g a Z„y
loyr
25yr
100yr
10yr
25yr
100yr
10yr
25yr
100yr

Fiume Summary
Flume
.:

FLUME CALCULATIONS
F°mntlae:
Q = CIA Z„° = ARC
ARm=Qn1(1.49snor7,,°=Z„o Z q=QnI(1.49e°)
A=By+My' V=Q/A
IeR - A I P Spread = y I road cross slaps
P= 8+2y(1+ M�" I
Objective: solve for y so Z v = Z„q
Ids) s B M n I y A P R Zw Zme. fMs I R
10yr 9.51 . 0.05 8 1 0.018 0.18 1.30 8.45 0.t5 0.37 0.37 7.33 7.6
25yr 10.72 O.Ob 8 1 0.019 0.17 1.39 8.48 0.18 0.42 0.42 7.72 u
100yr 12.53 0.06 I 8 1 1 1 0.013 0.10 1 1.54 1 5.53 1 0.18 1 0.49 1 0.49 18.21 to
BALANCE
BALANCE
leis) s B 1 M I n y A P R � Zo ftls R
10yr 11.03 0.05 8 1 0.013 0.17 1.42 &49 0.17 0.43 0.43 7.76 sA*I!.cmn
25yr 12.43 0.05 8 1 0.013 0.19 1.54 &59 0.18 0.49 0.49 8.08 e.0100yr 14.84 0.05 8 1 0.013 0.21 1.68 &58 0.20 0.57 0.57 &71 e.s

cf
r
x
.z
a�
4
Nn a

34° B 9' N
341 FPN
Soil Map --New Hanover County, North Carolina
(Tadn Woods 11)
3
rn
p
34"89'N
23Z= Z�Oe 732900 233100 23i�00 73 00 Zii70D 733900
3 3
j( ftSmkr1:9-MFPintedartAP bA(&!Fx111sheet
N 0 100 mo 400 600
A o 450 900 IBM 27M
pp 1-11- :wbbMenem okrwaoadr, 6m- wrSs4 Edge n= UTM Zom 18N WON
Natural Resources Web Sol Survey 3/4/2016
Conservation Service National Cooperative Soil Survey Page 1 of 3
34° T P N

0
a
Z
Z
LU
LU
J
IL
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LD
p O
°
W l0 R g
E c f t a g � E
E cC 0 c) '° E 0 s m a
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V° c z N -• f3 E
° a� W C 2
irS � .0 k. c N a 3
Ec Zi.0 =a � °a 019
is 9.0
Rm100 S WQ. o 9g - CL �
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Soil Map -New Hanover County, North Carolina
Map Unit Legend
Tarin Woods II
. ti�to l!1sx�rar'�5 �+: � #NR'°►
014 uoltftrawl
4 1n1 Unfit a
Pero" of ACT
Bp
Borrow pits
2.6
0.6%
Kr
Kureb sand, 1 to 8 percent
slopes
65.2
14.4%
Le
Leon sand
86.2
19.0%
Ly
Lynn Haven fine sand
81.5
18.0%
Mu
Murville fine sand
123.6
27.3%
Pm
Pamlico muck
90.4
19.9%
Rm
Rimini sand, 1 to 6 percent
slopes
2.9
0.6%
Ur
Urban land
0.6
0.1%
W
Water
0.2
0.0%
Totals for Area of Interest
455.2
100.0%
Natural Resources Web Soil Survey 3/4/2016
Conservation Service National Cooperative Soil Survey Page 3 of 3

CI
I ECS CAROLINAS, LLP "Setting the Standard for Service'
■]. Geotechnical • Construction Materials • Environmental • Facilities NC Regls8rad Engin"drig Foyn F-im
August 13, 2015
Mr. James Yopp
Hoosier Daddy, LLC
6025 Tarin Road
Wilmington, North Carolina 28401
Reference: Report of Season High Water Table Estimation and Infiltration Testing
Heglar Tract
Wilmington, New Hanover County, North Carolina
ECS Project No. 22.23105
Dear Mr. Yopp:
ECS Carolinas, LLP (ECS) recently conducted a season high water table (SHWT) estimation
and infiltration testing adjacent to the stormwater best management practice (BMP) areas off of
Shiloh Drive in Wilmington, New Hanover County, North Carolina. This letter, with attachments,
is the report of our testing.
Field Testing
On August 5, 2015, ECS conducted an exploration of the subsurface soil and groundwater
conditions at thirteen requested locations shown on the attached Test Location Plan (Figure 1).
ECS met onsite with Mr. James Yopp with Hoosier Daddy, LLC to locate the boring locations.
The purpose of this exploration was to obtain subsurface information of the in -place soils for the
stormwater BMP areas. ECS explored the subsurface soil and groundwater conditions by
advancing one hand auger boring into the existing ground surface at the requested boring
locations. ECS visually classified the subsurface soils and obtained representative samples of
each soil type encountered. ECS also recorded the SHWT elevation observed at the time of the
hand auger borings. The attached Infiltration Testing Form provides a summary of the
subsurface conditions encountered at the hand auger boring locations.
The SHWT elevation was estimated at the boring locations below the existing grade elevation.
A summary of the findings are as follows:
B-1
0 inches
B-2
18 inches
B-3
60 inches
B-4
6 inches
B-5
8 inches
B-6
12 inches
B-7
8 inches
B-8
60 inches
B-9
42 inches
B-10
90 inches
B-11
30 inches
B-12
80 inches
B-13
100 inches
6714 Netherlands Drive, Wilmington, NC 28406 • T: 910-686-9114 • F: 910-686-9666 - www.ecslimited.com
ECS Carolinas, LLP - ECS Florida, LLC • ECS Midwest, LLC • ECS Mid -Atlantic, LLC • ECS Southeast, LLC • ECS Texas, LLP

Report of SHWT Estimation and Infiltration Testing
Heglar Tract
Wilmington, New Hanover County, North Carolina
ECS Project No. 22.23105
August 13, 2015
ECS has conducted seven infiltration tests utilizing a compact constant head permeameter near
the hand auger borings (B-2, B-3, B-8, B-9, B-10, 8-12, and B-13) in order to estimate the
infiltration rate for the subsurface soils. Infiltration tests are typically conducted at two feet
above the SHWT or in the most restrictive soil horizon. Test locations B-2, B-3, B-8, and B-9
were requested to be tested below the restrictive horizon encountered in case the restrictive
soils are allowed to be removed in the BMP footprint. Tests in clayey conditions are conducted
and calculated up to 30 minute intervals. If an exact hydraulic conductivity is necessary for
these locations, then ECS recommends collecting samples by advancing Shelby tubes and
performing laboratory permeability testing.
Field Test Results
Below is a summary of the infiltration test results:
..
t
h ,
B-2
Tan fine SAND
Winches
7.41
B-3
Tan fine SAND w/silt
48 inches
2.46
B-8
Tan fine SAND wlsilt
55 inches
0.24
B-9
Tan fine SAND wlsilt
48 inches
2.44
B-10
Brown fine SAND
70 inches
15.66
B-12
Tan/yellow fine to med. SAND
Winches
27.72
B-13
Tan/ allow fine to med. SAND
70 inches
24.02
Infiltration rates and SHWT may vary within the proposed site due to changes in elevation and
subsurface conditions.
Closure
ECS's analysis of the site has been based on our understanding of the site, the project
information provided to us, and the data obtained during our exploration. If the project
information provided to us is changed, please contact us so that our recommendations can be
reviewed and appropriate revisions provided, if necessary. The discovery of any site or
subsurface conditions during construction which deviate from the data outlined in this
exploration should be reported to us for our review, analysis and revision of our
recommendations, if necessary. The assessment of site environmental conditions for the
presence of pollutants in the soil and groundwater of the site is beyond the scope of this
geotechnical exploration.
2

Report of SHWT Estimation and Infiltration Testing
Heglar Tract
Wilmington, New Hanover County, North Carolina
ECS Project No. 22.23105
August 13, 2015
ECS appreciates the opportunity to provide our services to you on this project. If you have any
questions concerning this report or this project, please contact us at [phone].
Respectfully,
ECS CAROLINAS, LLP
'400, & �Vv'�/
K. Brooks Wall
Project Geologist
Attachments: Figure 1 - Test Location Plan
Infiltration Testing Form
ASFE Document
��Kris
.Stamm
Principal
3

fr
B-5
B-6
""E3-13
B-12
B-1 0
m
MN
B-4 --.-
N

Infiltration Testing Form
Heglar Tract
Wilmington, New Hanover County, North Carolina
ECS Proiect No. 22.23105
August 5th and 7tn
Location Depth USCS Soil Description
B-1 0-24" SM Black silty SAND
Seasonal High Water Table was estimated to be at 0 inches below the
existing grade elevation.
Location Depth USCS
B-2 0-18"
SP
18"-30"
SM
30"-60"
SP
80"-192"
SP
Soil Description
Gray fine SAND
Black silty SAND (possible fill)
Tan fine SAND
White medium SAND
Seasonal High Water Table was estimated to be at 18 inches below the
existing grade elevation.
Test was conducted at 36 inches below existing grade elevation
Infiltration Rate: 7.41 per hour
Location Depth USCS Soil Description
B-3 0-18" SP Gray fine SAND w/silt
18"-44" SM Black silty SAND
44"-68" SP Tan fine SAND w/silt
Seasonal High Water Table was estimated to be at 60 inches below the
existing grade elevation.
Test was conducted at 48 inches below existing grade elevation
Infiltration Rate: 2.46 per hour
Location Depth USCS Soil Description
B-4 0-30" SM Black silty SAND
Seasonal High Water Table was estimated to be at 6 inches below the
existing grade elevation.

Infiltration Testing Form
Heglar Tract
Wilmington, New Hanover County, North Carolina
ECS Project No. 22.23105
August 5t' and 7t'
Location Depth USCS Soil Description
B-5 0-30" SM Black silty SAND
Seasonal High Water Table was estimated to be at 8 inches below the
existing grade elevation.
Location Depth USCS Soil Description
B-6 0-36" SM Black/gray silty SAND
Seasonal High Water Table was estimated to be at 12 inches below the
existing grade elevation.
Location Death USCS Soil Description
B-7 0-36" SM Black/gray/brown silty SAND
Seasonal High Water Table was estimated to be at 8 inches below the
existing grade elevation.
Location Depth USCS Soil Description
B-8 0-30" SM Brown/gray silty SAND
30"-65" SP Tan fine SAND w/silt
65"-80" SM Brown silty SAND
Seasonal High Water Table was estimated to be at 60 inches below the
existing grade elevation.
Test was conducted at 55 inches below existing grade elevation
Infiltration Rate: 0.24 per hour

Infiltration Testing Form
Heglar Tract
Wilmington, New Hanover County, North Carolina
ECS Project No. 22.23105
August 5t" and 7th
Location Death USCS Soil Description
B-9 0-40" SM Brown/gray silty SAND
40"-70" SP Tan fine SAND w/silt
Seasonal High Water Table was estimated to be at 42 inches below the
existing grade elevation.
Test was conducted at 48 inches below existing grade elevation
Infiltration Rate: 2.44 per hour
Location Death USCS Soil Description
B-10 0-65" SP White fine to med. SAND
65"-90" SP Brown fine SAND
90"-100" SM Dark brown silty SAND (hardpan)
Seasonal High Water Table was estimated to be at 90 inches below the
existing grade elevation.
Test was conducted at 70 inches below existing grade elevation
Infiltration Rate: 15.66 per hour
Location Depth USCS Soil Description
B-11 0-30" SP Gray fine SAND
30"-60 SM Black silty SAND
Seasonal High Water Table was estimated to be at 30 inches below the
existing grade elevation.
Location Depth USCS Soil Description
B-12 0-32" SP White/gray fine to med. SAND
32"-100" SP Tan/yellow fine SAND
Seasonal High Water Table was estimated to be at 80 inches below the
existing grade elevation.
Test was conducted at 60 inches below existing grade elevation
Infiltration Rate: 27.72 per hour

Infiltration Testing Form
Heglar Tract
Wilmington, New Hanover County, North Carolina
ECS Project No. 22.23105
August 5th and 7th
Location Depth USCS Soil Description
B-13 0-48" SP White/gray fine to med. SAND
48"-1001, SP Tan/yellow fine SAND
Seasonal High Water Table was estimated to be at 100 inches below the
existing grade elevation.
Test was conducted at 70 inches below existing grade elevation
Infiltration Rate: 24.02 per hour

{
R p p Zp16 y
Ma
1111111111111
FOR REGISTRAT1pN REGISTER OF DEEDS
TAMMY THEUSC" BEHSLEY
20M SEP 02 03 44Y11 P4
8K 59 F5 1382-1398 FEE $26 00
NC R I1TRKNi 131413111
SPECIAL WARRANTY DEED
Prepared by: MURCMSON, TAYLOR, & GMSON, PLLC
16 North Fifth Avenue, Wilmington, NC 25401
WE PREPARED THE DEED IN THIS TRANSACTION BUT WE MADE NO EXAMINATION OF TITLE
AND WE EXPRESS NO OPINION ON TITLE TO THE PROPERTY
NORTH CAROLINA
NEW HANOVER COUNTY
PARCEL: See Exhibit B attached
REVENUE STAMPS: $2.500.00
THIS SPECIAL WARRANTY DEED, made this ��day ofAU&ast 2014, by
and between CBR, LLC, a North Carolina limited liability company with a marling address of P O
Box 4127, Wilmington, NC 28406 (herein called "Grantor"), and Hoosier Daddy, LLC, a South
Carolina limited liability company with, a mailing address of 6025 Tann Road, Wilmington, NC
28409 (herein called "Grantee")
WITNESSETH:
NOW THEREFORE, the Grantor, for and in consideration of the sum of Ten Dollars
($10 00) and other valuable considerations to it in hand paid by the Grantee, the receipt whereof is
hereby acknowledged, has bargained and sold, and by these presents does hereby bargain, sell and
convey unto Grantee, its successors and assigns forever, in fee simple, all of that certain real
property located in New Hanover County, North Carolina, and being more particularly described in
Exhibi
:1 A attached hereto and incorporated herein by reference
SUBJECT TO (i) all easements, rights of way, agreements, restnctions and other matters
of record, if any, (ti) ad valorem taxes for current and subsequent years. (iii) any liens for
municipal or county betterments or the like, and (iv) all governmental land use statutes.
ordinances and regulations, including zoning, subdivision and building regulations
1226791 1,ratu l l to M 1 G

TO HAVE AND TO HOLD the above granted and described properly, together
with all and singular, the rights, privileges, easements, tenements and appurtenances thereunto
belonging, or in anywise appertaining unto the said Grantee, its successors and assigns, m fee
simple, forever
And the Grantor covenants with the Grantee, that Grantor has done nothing to unpair
such title as Grantor received, and Grantor will wan -ant and defend the title against the lawful
clams of all persons claiming by, under or through Grantor, subject to those matters otherwtse
described herein
Pursuant to N.C.G.S. §10"17.2, none of the property herein described
includes the primary residence of the Grantor.
IN TESTIMONY WHEREOF, the said Grantor has caused this instrument to be
executed the day and year first above written
CBR,LLC
a North Var
BY v
NAME
ITS
STATE OF NORTH CAROLINA
COUNTY OF "k) H1tt4n1919.
(County where acknowledgment taken)
Manager -
I certify that the following person(s) personally appeared before me this day, each
acknowledging to me that he or she voluntarily signed the foregoing document for the purposes
stated therein and in the capacity(ies) indicated above W. CHRISTOPHER STEPHENS
[NOTE Insert the name of the party executing document, not their title]
Date utf 29.'Z�it.� Official Signature of Notary
[As name appe on seal]
OMeRko Printed Name of NotaryDevo' �'
�c��. (As name appears an kal j
My commission expires 8,_iis_____
L
A-
1226791

EXHIBIT A
Thct
Beginning at an iron pipe in the eastern right of way line of U S. Highway No 421— Carolina
Beach Road (160' right of way), sod iron pipe having North Carolina Grid Coordinates of North
139.524.705 and East = 2,333,554 871, and being located South 27 degrees 53 minutes 32
seconds West — 2024.99 feet from N. C Grid Monument "Bryan", monument `Bryan" having
N C. Grid Coordinates of North = 141,369.245 and East = 2,334,390.814, said monument
"Bryan" being located North 17 degrees 11 minutes 58 seconds East - 5345 92' from N. C. Grid
Monument "Ennis", monument `Ennis" having N. C. Grid Coordinates of North = 136,262 3882
and East = 2,332,810 036, said beginning iron pipe being the southwest corner of the Jodie Mills
property, and runs thence with the Jodie Mills line, South 65 degrees 59 minutes 14 seconds East
-702.67' to an iron stake, thence continued with the Jodie Mills line, North 31 degrees 08
minutes 21 seconds East - 386.19 feet to an iron rod in the line of the Autumn Corporation
property; thence with the Autumn Corporation line, South 82 degrees 24 minutes 17 seconds
East — 941.43' to an iron pipe, thence continued with the Autumn Corporation Line, North 12
degrees 17 minutes 12 seconds West—163.82' to an iron pipe, the southeast corner of Allen L.
Masterson property, thence with the Masterson Iine and also the lines of Louts Hassell, Randolph
Ross and Katie C. Nixon, North 17 degrees 32 minutes 58 seconds East- 1074.94' to an iron rod;
thence with the line of Katie C Nixon, George R. James, Joe Bryant Heirs, Dorothy Kilpatrick,
Mildred M Williams and Downtown Two, LLC, North 09 degrees 47 minutes 30 seconds East
— 522 79' to an iron pipe, thence with the line of Downtown Two, LLC, South 74 degrees 57
minutes 11 seconds East — 138.92' to an iron pipe, the southwest corner of the Myrtle Grove
Presbyterian Church property, thence with the line of the Myrtle Grove Presbyterian Church,
South 74 degrees 17 minutes 49 seconds East-682.29' to an iron pipe, the northwest comer of
Sentry Oaks Subdivision, thence with the line of the sections of Sentry Oaks Subdivision, South
09 degrees 58 minutes 34 seconds West — 3684 17' to an iron pipe, a comer of the Marvin H
Congleton and Thomas R. Congleton property, thence with the Congleton line, South 76 degrees
51 minutes 23 seconds West 1399.91' to an old stone in the line of Battle Park Subdivision,
Section 2, thence with the line of Battle Park and also LJM Properties, LLC, North 20 degrees 21
minutes 27 seconds East -1973 96' to an iron rod, thence continued with the fine of LJM
Properties, South 75 degrees 12 minutes, 18 seconds West- 1125.72' to an iron pipe; thence
North 44 degrees 48 minutes 01 seconds West— 394 66' to an iron pipe, thence North 86 degrees
27 minutes 03 seconds West — 199.54' to an iron pipe, the northern most corner of the HTM
Properties tract, thence with the HIM Properties lute, North 83 degrees 14 minutes 44 seconds
West — 383 70' to an iron pipe in the eastern right of way line of U.S. Highway 421, thence with
the eastern right of way line of U.S Highway 421, North 25 degrees 28 minutes 31 seconds East
— 309 79' to an iron rod, the southwest corner of the Tregembo property, thence with the
Tregembo line, South 65 degrees 38 minutes 27 seconds East- 449,93' to an iron rod, thence
continued with the Tregembo lute, North 25 degrees 29 minutes 33 seconds East—10.00' to an
iron rod, thence continued with the Tregembo line, South 65 degrees 37 minutes 26 seconds East
— 528 64' to an iron rod, the southeast corner of the Tregembo property, thence with the
Tregembo line, North 25 degrees 34 minutes 42 seconds East — 450 10 feet to a point in a ditch,
passing in line non pipes at 100 02 feet and 446 78 feet, thence continued with the Tregembo
I22?I? I

line, North 65 degrees 37 minutes 58 seconds West - 331 62' to an iron pipe, thence continued
with the Tregembo line, South 24 degrees 20 minutes 34 seconds West -9 75 feet to an iron pipe;
thence continued with the Tregembo line, North 65 degrees 38 minutes 42 monds Weser
646 63' to an iron pipe in the eastern right of way line of U S Highway 421; thence with the
eastern right of way line of U.S Hwy 421, North 24 degrees 58 minutes 22 seconds East —
59 88' to the point of beginning, containing 113.976 Acres, more or less and being a portion of
the property described in deeds found in Deed Book 726, Page 522 and Deed Book 1141, Page
748 of the New Hanover County Registry
Tract
Beginning at an iron pipe, the northernmost corner of the HTM Properties, Inc. as shown on a
map recorded in Map Book 44, Page 323 of the New Hanover County Registry, said iron pipe
having N C Grid Coordinates of North = 139,739 291 and East = 2,333,593 444, said iron pipe
being located the following bearings and distances from N. C Grid Monument "Bryan": South
27 degrees 53 minutes 32 seconds West- 2024 99% thence South 24 degrees 58 minutes 22
seconds West - 59 88', thence South 25 degrees 35 minutes 36 seconds West 339.50", thence
South 25 degrees 17 minutes, 16 seconds West — 110 68', thence South 25 degrees 28 minutes
31 seconds West — 309.79' and South 83 degrees 14 minutes 44 seconds East - 383.70', said N
C. Grid Monument `Bryan" having N. C. Grid Coordinates of North = 141,369.245 and East =
2,334,390 814 and being located North 17 degrees I 1 minutes 58 seconds East — 5345 92' from
N. C. Grid Monument "Ennis", said monument "Ennis" having N C Grid Coordinates of North
= 136,262 3882 and North = 2,332,910 036. and runs thence from said beginning iron pipe,
South 86 degrees 27 minutes 03 seconds East — 199 54' to an iron pipe, thence South 44 degrees
48 minutes 01 seconds East-394.66' to an iron pipe; thence South 75 degrees 12 minutes 18
seconds West 199 80' to an iron rod, the southeast comer of the HTM Properties, Inc tract;
thence with the HTM Properties line, North 39 degrees 36 minutes 24 seconds West — 445.54'
to the point of beginning, containing 1.529 acres, more or less, and being that land described in a
deed to Jay Will Heglar and wife, Hazel G. Heglar, and Joseph Walter Winner, Jr and wife,
Wanda G Winner as recorded in Deed Book 880, Page 613 of the New Hanover County
Registry
Tract 3,
Being all of Lots 1, 2, 3, 4, 5, 6, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, and 23 of Section 6,
Battle Park Subdivision, as shown on a map recorded in Map Book 9, at Page 45 of the New
Hanover County Registry, reference to which map is hereby made for a more complete
description.
Tract 4
Beginning at a point, the northeastern corner of Lot 12 of Section 6, Battle Park Subdivision, as
the same appears on a plat thereof recorded in Map Book 9, at Page 45 of the New Hanover
County Registry, thence North 08 degrees 32 minutes East 62.72 feet to a point, thence South 81
degrees 29 minutes West 455 26 feet to a point, thence South 08 degrees 32 minutes West 62 72

feet to a point; the Northwestern corner of Lot 11 of Section 6, Battle Park Subdivision, thence
North 81 degrees 29 minutes East along the Northern line of said Lots 11 and 12 455 26 feet to
the point of Beginning, containing 0 63 acres, more -or less
Tract 5
Beginning at a point m the Western right of way line of Appomattox Drive (60.00 foot right of
way) said point being the Northeasternmost corner of Lot 28 Revision of Section 2 Battle Park as
recorded in Map Book 7, Page 99 of the New Hanover County Registry Running thence from
said Beginning point
1) North 81 degrees 25 minutes 00 seconds West 137.9 feet to a point in the dividing line
between Lots 28 and 29 of said Section 2, thence
2) with the Eastern line of said Lot 29 North 8 degrees 35 minutes 00 seconds East 75 0 feet
to a point being the Northeastern corner Lot 29 said Section 2, thence
3) South 81 degrees 25 minutes 00 seconds East 20.8 feet to a point, thence
4) North 8 degrees 32 minutes 00 seconds East 1072.12 feet to a point, thence
5) South 81 degrees 29 minutes 00 seconds West 455 26 feet to a point in the Eastern line of
a tract of land conveyed to Rupert and Nancy T Strickland as recorded in Deed Book
1132, Page 1498 of the New Hanover County Registry, thence
6) with the Eastern lute of said tract North 8 degrees 32 minutes 00 seconds East 156 9 feet
to a point in the Southern line of a tract of land conveyed to ABA Mini Storage, Inc. as
recorded in Deed Book 2286, Page 814 of the New Hanover County Registry, thence
7) with the Southern line of lands conveyed to said ABA Mini Storage, Inc. and J W
Heglar et al as recorded m Deed Book 880, Page 613 of the New Hanover County
Registry North 81 degrees 29 minutes 00 seconds East 1309.72 feet to a point in a large
bay, thence
8) South 24 degrees 20 minutes 00 seconds West 1686 49 feet to a point which marks the
Northeast corner of Lot 27 as shown on aforementioned Revision of Section 2 Battle
Park: thence
9) with the Northern line of said Lot 27 North 65 degrees 40 minutes 00 seconds West 187.5
feet to a point in the Eastern right of way of Appomattox Drive; thence
10) North 59 degrees 57 minutes 35 seconds West 60 24 feet across the right of way of
Appomattox Drive to the point of Beginning said parcel containing 20 76 acres.
122717.1,

OBIT B
PARCEL ID #IS ADDRESS/DESCRIPTION
R07600.004-052-000 (DB 5606, PG 943) 3819 Carolina Beach Road (101 08 +/- Acres)
R07600-004-036-M 5841 Carolina Beach Road (1 72 +/- Acres)
R07600.004-067-000 (DB 5606, PG 951) 5917 Carolina Beach Road (20 +/. Acres)
R07600.004-061-000 Carolina Beach Road ( 63 +/- Acres)
R07600-004-061-000 5923 Carolina Beach Road
R07906.001-013-000
5944 Shiloh Drive
Lot 1
R07906401-014-000
5940 Shiloh Drive
Lot 2
R07906.001-015-000
5936 Shiloh Drive
Lot 3
R07906•U01-016-000
5930 Shiloh Dave
Lot 4
1107906.001-017-000
5926 Shiloh Drive
Lot 5
R07906.001-019-000
5922 Shiloh Dnve
Lot 6
R07618.002-001-000
5901 Shiloh Drive
Lot 12
R07618.002-002-000
5905 Shiloh Drive
Lot 13
R07906.002-001-000
5909 Shiloh Drive
Lot 14
R07906.002-002.000
5913 Shiloh Drive
Lot 15
R07906.002-003-000
5917 Shiloh Drive
Lot 16
R07906-002-0044)00
5921 Shiloh Dnve
Lot 17
R07906.002-003-000
5925 Shiloh Drive
Lot 18
R07906-002-0064)00
5929 Shiloh Drive
Lot 19
R07906.002-007-000
5933 Shiloh Drive
Lot 20
R07906-002-008-M
5937 Shiloh Drive
Lot 21
R07906.002-009-000
5941 Shiloh Drive
Lot 22
R07906-002-010-000
5945 Shiloh Drive
Lot 23

A) TY:
�I
TAMMY THEUSCH BEASLEY
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
+r,�xwtwtrttrttrt�entt+rartrrrrr�rt+nrttut�►+`rrrtrttrrttttrrttrt+nmrrrtr�►ttrrrrttrrtrttarrrrrrtrrerrttat�.+e+rrttrrrrrttrta�tt+e�r+aerr
Filed For Registration: 09/02/2014 03:44:11 PM
Book: RE 58313 Page: 1392-1398
Document No.: 2014023177
7 PGS $26.00
NC REAL ESTATE EXCISE TAX: $2,500.00
Recorder. CRESWELL, ANDREA
State of North Carolina, County of New Hanover
PLEASE RETAIN YELLOW TRAILER PAGE WITH ORIGINAL DOCUMENT.
*2014023177*
2014023177

&V i(Po3Ice,
LIMITEDIIABILITY COMPANY ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY: HOOSIER DADDY, LLC U J '
SECRETARY OF STATE ID NUMBER: 1352669 STATE OF FORMATION: SC J" I
REPORT FOR THE YEAR: 2016
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Beaman. Lisa
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
6025 Tarin Road
iling Office Use Only
E-Filed Annual Report
1352669
CA201608500172
3/25/201610:02
❑ Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
6025 Tarin Road
Wilmington, NC 28409-0006 New Hanover County Wilmington, NC 28409-0006
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: land development
2. PRINCIPAL OFFICE PHONE NUMBER: A1n-7RU-gn5-q
3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
6025 Tarin Road 6025 Tarin Road
Wilmington, NC 28409-0006 Wilmington, NC 28409-0006
SECTION C: COMPANY OFFICIALS (Enter additional Company Officials in Section E.)
NAME: I ica (nrliclp Ragman
TITLE: Memher
ADDRESS:
6025 Tarin Road
NAME: Jack Jenkins Carlisle
TITLE; Member
ADDRESS:
109 Willesden Drive
Wilmington, NC 28409 Cary, NC 27513
NAME:
TITLE:
ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL REPORT Section D must be completed in its entirety by a person/business entity.
Lisa_ Carlisle_ Beaman
SIGNATURE
Form must be signed by a Company Official listed under Section C of this form.
Lisa Carlisle Beaman
Print or Type Name of Company Official
3/25/2016
hAcmhnr
DATE
Print or Type The Title of the Company Official
This Annual Report has been filed elw*onically.
MAIL TO: Secretary of State, Corporations Division, Post Office Box 29525, Raleigh, NC 27626-0525

November 17, 2015
To Whom It May Concern:
I, Jack Carlisle, give James Yopp authorization to submit, sign, request items, request work/approval, in
behalf me, E$5 Transport LLC and Hoosier Daddy LLC for Tarin Woods, Tarin Woods II and Sunset Reach
to New Hanover County, CFPUA, The City of Wilmington and any other government agency including but
not limited to NCDENR, CORPS of Engineers and NCDOT.
ncerely,
Carlisle
gY:
0-4-49 County, North Carolina
l certify that the following person(s) personally appeared before me this day, each acknowledging to me
that he or she signed the foregoing document:
tw (.LISLE
(Name(s) of principal(s)
Date: �f•����5
BRITTANY M Nu614ES
Notary Public, North Caroima
PenderCounty
My Colrtrriggion xpireg
Offcia ignatur o of rry
AMW/y Notary Public
Notary's printed name
My commission expires: !! 'K jq

F,
N,q �����.�� C-TO SA k3m
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
July 11; .7
Howard Resnik
Coastal Site Design
PO Box 4041
Wilmington, NC 28406
Subject: Stream Call
Heglar Tract
New Hanover County
Dear Mr. Resnik:
After searching through Noelle files I found a note she had written concerning the information you
requested. I have attached a copy of the note and a copy of Figure 3 that she references. I hope this will
meet with your needs concerning your project. If you have any questions, regarding wetlands or waters,
please do not hesitate to call me.
Sincerely,
Joanne Steenhuis
Senior Environmental Specialist
Enclosures
cc: Linda Lewis — Stormwater
Rhonda Hall - Stormwater
WiRO
ArN;t1tCa.1ip
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: wwwruwaternualitv.om Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal opportunity/Alfirmsfive Action Employrx - 50% RccyclaW110% Post Consumer Pager

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