SW8141108_Historical File_20150203

WAA
f j.
NCDFNR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
February 3, 2015
A6. David Sneeden
Oak Ridge Properties at Olde Point, LLC
519 Market Street
Wilmington, NC 28401
Subject: State Stormwater Management Permit No. SW8 141108
Oak Ridge Properties at Olde Point
High Density Subdivision Wet Pond Project
Pender County
Dear Mr. Sneeden:
Donald van der Vaart
Secretary
The Wilmington Regional Office received a complete State Stormwater Management Permit Application for Oak Ridge
Properties at Olde Point on February 2, 2015. Staff review of the plans and specifications has determined that the project, as
proposed, will comply with the Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC 21-1.1000.
We are forwarding Permit No. SW8 141108 dated February 3, 2015, 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 February 3, 2023, 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, procedures for changing ownership, transferring the permit,
and renewing the permit. Failure to establish an adequate system for operation and maintenance of the stormwater
management system, to record deed restrictions, to transfer the permit, or to renew the permit, will result in future
compliance problems.
If the property for this project has been/will be sold or legally transferred to another entity OR, the project or permit holder
has changed its name and/or mailing address, it is your responsibility as the permittee to submit a completed and signed
Name/Ownership change form to DEMLR at least 30 calendar days prior to making the changes. These forms are available
on our website at: bZ://portal.ncdenr.org/web/ir/state-stormwater-forms does.
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 1.50B 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 Steve Pusey in the
Wilmington Regional Office, at [phone].
Sincerely,
r Tracy David; P.E., Direatdf
Division of Energy, Mineral and Land Resources
GDS/sgp: \\\Stormwater\Permits & Projects\2014\141108 HD\2015 02 permit 141108
cc: Michael C. Gallant, PE
Pender County Inspections
Pender County Engineering
Division of Coastal Management
Wilmington Regional Office Stormwater File
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 - [phone] / Fax: [phone]

State Stormwater Management Systems
Permit No. SW8 141108
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
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
Oak Ridge Properties at Olde Point, LLC
Oak Ridge Properties at Olde Point
Junction of Country Club Rd. & Hwy. 17, Hampstead, Pender 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
separately and collectively referred to as the "stormwater rules') and the approved
stormwater management plans and specifications and other supporting data as
attached and on file with and approved by the Division and considered a part of this
permit.
This permit shall be effective from the date of issuance until February 3, 2023 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 four (4) lots, each limited to a maximum amount
of built -upon area as indicated in Section 11.14 (f) of this permit.
3. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.8 of this permit. The runoff from all built -upon
area within. the permitted drainage area(s) of this project must be directed into
the permitted stormwater control system(s). The wet pond has been designed to
handle the runoff from 246,653 square feet of impervious area.
4. The maximum built -upon area (BUA) allowed for the entire subdivision is 246,653
square feet.
5. The drainage area(s) will be limited to the amount(s) of built -upon area indicated
in Sections 1.3 and 1.8 of this permit, and per approved plans. The BUA for the
future development is limited to 123,437 square feet, which is included in the
total allowable BUA.
Page 2 of 10

State Stormwater Management Systems
Permit No. SW8 141108
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. Prior to the discharge of stormwater runoff from any lot into the approved
stormwater system, if necessary, the permittee shall ensure that the lot owner
has obtained a separate Offsite Stormwater
Management Permit.
8. The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in
the system at all times.
a. Drainage Area, acres:
6.83
Onsite, ft2:
297,515
Offsite, ft2:
0
b. Total Impervious Surfaces, ft2:
246,653
Buildings, ft2:
31,000
Parking, ft2:
83,529
Sidewalks, ft2:
8,687
Future, W:
123,437
c. Average Pond Design Depth, feet:
6.0
d. TSS removal efficiency:
90%
e. Design Storm:
1.5
f. Permanent Pool Elevation, FMSL:
34.5
g. Permitted Surface Area @PP, ft2:
15,485
h. Permitted Temporary Storage Volume,
ft3: 32,788
i. Temporary Storage Elevation, FMSL:
36.25
j. Controlling Orifice:
2" 0 pipe
k. Orifice Flowrate, cfs :
0.08
I. Permanent Pool Volume, ft3
93,440
m. Forebay Volume, ft3:
20,322
n. Maximum Fountain Horsepower:
1/3
o. Receiving Stream / River Basin:
Old Topsail Creek / Cape Fear
p. Stream Index Number:
'18-87-12
q. Classification of Water Body:
"SA; HQW' (Not within % mile)
II. SCHEDULE OF COMPLIANCE
1. No person or entity, including the permittee, shall alter any component of the
approved stormwater system shown on the approved plans unless and until the
Division has approved of the revised plan.
2. The permittee is responsible for the routine monitoring of the project for
compliance with the 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.
3. The permittee shall review all individual proposed and modified lot plans for
compliance with the conditions of this permit. The permittee shall not approve
any lot plans where the maximum allowed built -upon area has been exceeded, or
where revisions to the grading or to the storm drainage system are proposed
unless and until a permit modification has been approved by the Division.
4. 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
Page 3 of 10

State Stormwater Management Systems
Permit No. SW8 141108
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.
5. 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.
6. All stormwater collection and treatment systems must be located in public rights -
of -way, dedicated common areas or recorded easements. The final plats for the
project will be recorded showing all such required rights -of -way, common areas
and easements, in accordance with the approved plans. Access to the
stormwater facilities for inspection and maintenance shall be maintained via
appropriate recorded easements at all times.
7. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
8. 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.
9. 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.
10. 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.
11. 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.
12. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
13. The facilities shall be constructed in accordance with the conditions of this
permit, the approved plans and specifications, and other supporting data.
Page 4 of 10

State Stormwater Management Systems
Permit No. SW8 141108
14. 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 141108, as issued
by the Division of Energy, Mineral and Land Resources under NCAC
2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and.parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Energy, Mineral and Land Resources.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Energy, Mineral and Land
Resources.
f. The maximum built -upon area in square feet per lot is as shown in the
table below:
Description
Allowable Built -Upon Area (BUA)
Lot 1
60,724
Lot 2
89,292
Lot 3
46,324
Lot 4
50,313
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. For those lots within CAMA's Area of Environmental Concern, where DCM
calculates a different maximum lot built -upon area, the governing lot BUA
shall be the more restrictive .of the two numbers.
h. 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.
i. Built -upon area in excess of the permitted amount will require a permit
modification.
j. All affected lots shall maintain a 50' wide vegetative buffer adjacent to
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.
k. Any individual or entity found to be in noncompliance with the provisions of
a stormwater management permit or the requirements of the Stormwater
Rules is subject to enforcement procedures as set forth in O.S. 143,
Article 21.
I. Each lot within the subdivision whose ownership is not retained by the
permittee, must submit a separate Offsite Stormwater Management Permit
application package to the Division of Energy, Mineral and Land
Resources and receive a permit prior to any construction on the lot.
M. If permeable pavement BUA credit is requested, the property owner must
submit a request, with supporting documentation, to the permittee and
receive approval prior to construction.
Page 5 of 10

State Stormwater Management Systems
Permit No. SW8 141108
15. 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 compliance must be
repaired, replaced or restored to design condition prior to the transfer. Records of
maintenance activities performed to date will be required.
16. If the permanent pool volume is greater than 30,000 cubic feet, a decorative
spray fountain will be allowed in the stormwater treatment system, subject to the
following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
C. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is 1 /3.
17. 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.
18. 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.
III. GENERAL CONDITIONS
1. This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation
as listed on the form, to the Division of Energy, Mineral and Land Resources at
least 60 days prior to any one or more of the following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part, except in the case of an individual lot sale that is made
subject to the recorded deed restrictions;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure;
e. Dissolution of the partnership or corporate entity;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves a request to transfer the permit. Neither the sale of
the project in whole or in part, nor the conveyance of common area to a third
party constitutes an approved transfer of the permit.
Page 6 of 10

State Stormwater Management Systems
Permit No. SW8 141108
3. Any person or entity found to be in noncompliance with the terms and conditions
of a stormwater management permit or the stormwater rules is subject to
enforcement action as outlined in NCGS 143, Article 21.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily the Permittee shall take
immediate corrective action, including those as may be required by this Division,
such as the construction of additional or replacement stormwater management
systems. Additional or replacement stormwater management systems shall
receive a permit from the Division prior to construction.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting the permitted stormwater
management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans, specifications, supplement forms, O&M Agreements and
calculations for this project are incorporated by reference and are enforceable
parts of the permit. The permittee shall maintain a copy of these documents on
file at all times.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall submit a permit renewal application at least 180 days prior to
the expiration date of this permit. The renewal request must include the
appropriate documentation and the processing fee.
Permit issued this the 3rd day of February, 2015.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
..,
ivision of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 141108
Page 7 of 10

DEMLR USE ONLY
C Date Received Fee Paid Permit Number
' ,
. _ �✓
Applicable Ruie's: V e�- _astal SW —1995 ❑ Coastal SW — 2008 ❑ Ph H - os onstruction
(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.):
Oak Ridee Proverties at Olde Point
2. Location of Project (street address):
Junction of Country Club Rd and US Hwy 17
City:Hamnstead County:Pender Zip:28443
3. Directions to project (from nearest major intersection):
The property fronts on US Hwy 17 between Country Club Rd and Ravenswood Rd on the North bound side
US Hwy 17 just south of the Lowes Foods commercial center.
4. Latitude:34° 2Y 27.40" N Longitude:77° 40' 51.13" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): MNew ❑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
®Sedimentation/Erosion Control: 6.82 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? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI. htip j/2ortal.ncdenr.org/web/lr/rules-and-re lation I
NOV 2 4 20%
Form SWU-101 Version Oct. 31, 2013 Pagel of 6 BY:

IIX. CONTACT INFORMATION
1. a. Print Applicant / Signing OfficiaYs name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Oak Ridge Properties at Olde Point, LLC
Signing Official & Title:David Sneeden/ Agent
b. Contact information for person listed in item la above:
Street Address:519 Market St
City:Wilmington
State:NC
Zip:28401
Mailing Address (if applicable):same
City: State: Zip:
Phone: (910 ) 259-9922 Fax: ( )
Email:
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/ Organization:
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: ( 1 Fax:
Email:
3. a. (Optional) Print the name and title of another contact such as the projecfs construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Sigiin.g Official. & Title:
b. Contact information for person listed in item 3a above: rrNO'V4 Z0
Mailing Address:
City: State:
Phone: L ) Fax: (�
Email:
4. Local jurisdiction for building permits: Pender County
Point of Contact:Building Inspections Phone #: (910 ) 259-1201
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Runoff will be collected in a pined conve3Lance gystem. each catch basin will have a 2 foot sump. The
collection system will flow to a 90 % TSS removal wet detention basin sized for the 1.5" design storm.
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 PUD Approval 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 II - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 6.83 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:6.83 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 (NHKq line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHIline. The resultant project area is used to
calculate overall percent built upon area (BLIA). 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 = 83 %
9. How many drainage areas does the project have?1 (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 Information
Drama a Area 1
Drama a Area _
Drama e Area
Drainage Area _
Receiving Stream Name
Old Topsail Cr.
Stream Class *
SA;HWQ1
Stream Index Number *
18-87-12
Total Drainage Area (sf)
297,174
On -site Drainage Area (sf)
297,515
Off -site Drainage Area (sf)
0
Proposed Impervious Area s
246,653
% Impervious Area** total
83
Impervious- Surface Area
Drama . e Area 1
-
Drainage Area
Dra na a Area
Drainage Area —
On -site Buildings/Lots (sf)
31,000
On -site Streets (so
0
On -site Parking (so
83,529
On -site Sidewalks (sf)
8,687
Other on -site (sf)
0
NOY
Future (so
123,437
'
Off -site (sf)
0
Existing BUA*** (so
0
Total (sf):
246,653
* Stream Class and Index Number can be determined at: http:l&ortal.ncdenr.or webhvq[ps/csu/classi cations
* Impervious area is defined as the built upon area including, but not Iimited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** 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.
Form SW-101 Version Oct. 31, 2013 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation. NA
Proiects 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 httn: / / Dortal.ncdenr.orL,/ web / wa / ws / su / bmD-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms_docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map atht!p://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package fromhAp://portal.ncdenr.org/web/M/ws/su/statesw/forms docs.
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
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
http://www.envheIR.org/12a&es/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor �AL
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'/2 mile of the site boundary, include the 1/2
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: uvn
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line off C
waters, and any coastal wetlands landward of the MHW or N`HW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of inpoul& z 4 2014
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal whirs.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned. BY: _
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
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).
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

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 BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].) _ r�
10. A copy of the most current property deed. Deed book: Page No: �e Zg
ll. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
hiW://www.secreLW.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from http://portal.ncdenr.orgLweb/lr/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:Michael C. Gallant, PE
Consulting Firm: Michael C. Gallant, PE, PA
Mailing Address:PO Box 4039
City:Surf City State:NC Zip:28445
Phone: (910 ) 448-1046 Fax: ( )
Email:gallantmc®yahoo.com
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (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 la) 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. ` �C
G
n GEI Qa/
NOV 2 4 20%
BY:
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

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 includin5 the-Tessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Aa ha¢ e r Date:
I, a Notary Public for the State of.narmM \ a Cn Lia County of
o hereby certify that �17 �1: rA Sn UA� eve personally appeared
before me this& day of 1V dy ;2n)Y , anlmcknowledpM execution of the application for
a stormwater permit. Witness my hand and official seal,
ss,`Nt� l rr/'/�i
=_Z NOTARY
PUBLIC
OVER Co J�``��
X. APPLICANT'S CERTIFICATION
SEAL
My commission expires_ (- — 1
I, (print or type name of person listed in Contact Information, item 1a) David Sneeden
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 sto to ules under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Signature: SIC Date: lI
I, 30 rcO/x. tiJ %!2� MA li ✓1 , a Notary Public for the State of ' DJ(94A ►�C�6County of
-6,10 ,�r— do hereby certify that Lt2 d ; G( S4 PPr7C iP✓1 personally appeared
before me this akday of _ ;Qc)0. , aT anacknowledg a ecution of the application for
a stormwater permit. Witness my hand and official seal,
D������u►I I
=Z NOTARY �=
PUBLIC z'
.
e
SEAL
My commission expires "
irw=covE
;r
a NOV 2 a tow
BY:
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

Permit No. _�5-lvg
(to be provided by DWO)
�A
�o�oF w a rF,9QG
HCDENR
r
O ' Y
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
[-
PROUCTINFORMATION
Project name
Oak Ridge Properties at Olde point
Contact person
Michael C. Gallant, PE
Phone number
910448-1046
Data
1i27115 REVISED
Drainage area number
1
FIL DESIGN INFORMATION
Site Characteristics
Drainage area
297,174 f?
Impervious area, post -development
246,653 fe
% impervious
83.00 %
Design rainfall depth
1.5 in
Storage Volume: Non -SA Waters
Minimum volume required 29,605 fO
Volume provided
32,788 f? OK, volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5" runoff volume
f?
Pre -development 1-yr, 24-hr runoff
fe
Post -development 1-yr, 24-hr runoff
fe
Minimum volume required
fe
Volume provided fe
Peak Flow Calculations
Is the prelpost control of the 1 yr 24hr storm peak flow required?
N (Y or N)
1-yr, 24-hr rainfall depth
in
Rational C, pre -development
(unitiess)
Rational C, post -development
Rainfall intensity: 1 -yr, 24-hr storm
(unitless)
inlhr
�� ���
Pre -development 1-yr, 24-hr peak flow
fe/sec
Post -development 1-yr, 24-hr peak flow
le/sec
JAN 17 204,
Pre/Post 1-yr, 24-hr peak flow control
0sec
Elevations
Temporary
Temporary pod elevation
36.25 fmsl
Permanent pool elevation
34.50 misl
SHWT elevation (approx. at the perm. pool elevation)
34.50 fmsl
Top of 1 Oft vegetated shelf elevation
35.00 fmsl
Bottom of 10ff vegetated shelf elevation
34.00 fmsl
Data not needed for calculation option #1, but OK if provided.
Sediment cleanout, top elevation (bottom of pond)
24.00 fmsl
Sediment cleanout, bottom elevation
23.00 fmsl
Data not needed for calculation option #1, but OK If provided.
Sediment storage provided
1.00 ft
Is there additional volume stoned above the state -required temp. pool?
Y (Y or N)
Elevation of the top of the additional volume
36.0 fmsl
j wmnt, MustzpyaLth y entered.
�f2tA far ��� Sr- y 0— a`t
Farm SW401-Wet Detention Basin-Rev.9-4/18/12 Parts I. & il. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
K_ DESIGN INFORMAPON —
Surface Areas
Area, temporary pool 20,462 ft
Area REQUIRED, permanent pool
141205 if
SAIDA ratio
44778 (unkiess)
Area PROVIDED, permanent pool, APm�cd
_
15,485 ff OK
Area, bottom of 10ft vegetated shelf, Anot_ahen
12,936 ft'
Area, sediment cleanout, top elevation (bottom of pond), Ab"Id
4,912 flz
Volumes
Volume, temporary pool
32,788 ft3 OK
Volume, permanent pool, Vp,,p d
93,440 ft3
Volume, forebay (sum of forebays if more than one forebay)
20,322 ft3
Fombay % of permanent pool volume
21.7% % OK
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, Vp.,L d
Area provided, permanent pool, Aperm-pod
Average depth calculated
Average depth used in SAIDA, d., (Round to nearest 0.5111)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, Apoo_,d
Area, bottom of 1 Oft vegetated shelf, Ayo_ffiej
Area, sediment cleanout, top elevation (bottom of pond), Abotpond
"Depth' (distance b/w bottom of 10ft shelf and top of sediment)
Average depth calculated
Average depth used In SAIDA, d. (Round to down to nearest 0.5ft)
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (CD)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (Cj
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
90 %
Y (Y or N)
N (Y or N)
4.78 (unitless)
Y (Y or N)
93,440 ft'
15,485 fe
6.03 ft OK
6.0ft OK
N (Y or N)
15,485 ft?
12,936 ff
4,912 fe
10.00 It
ft
ft
Y (Y or N)
2.00 in
in`
IE
0.60 (unitless)
W E
1.50 n or N)
JAN 2 l 2015
(unitless)
(unitless)
BY:
ft
It
ft3lsec
ft3lsec
0 08 fe/sec
Storage volume discharge rate greater than pre-dev. lyr24hr.
4 30 days
OK, draws down in 2-5 days.
3 :1
OK
10 :1
OK
10.0 ft
OK
3 :1
OK
2.0 :1
OK
Y
(Y or N)
OK
ft
N
(Y or N)
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
Trash Pump
Form SW401-Wet Detention Basin-Rev.94/18/12 Parts I. & II. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
.. Initials
Sheet No.
!CJ
1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROM,
- Overflow device, and
- Boundaries of drainage easement.
—�
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access-
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
-Filter strip.
3. Section view of the wet detention basin (1" 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
-Inlet and outlet structures.
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
`7
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
�Q '
V�LI
�Li� 2
to verify volume provided.
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
'+
entire drainage area is stabilized.
b
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
9. A copy of the deed restrictions (if required).
" "
A-lrl
l
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.9-4/18/12
MEIN
NOV 2 4 2014
i
BY. -
Part III. Required Items Checklist, Page 1 of 1

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
® does ❑ does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be ntin c
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.= NOV 2 ii
After the wet detention pond is established, it should be inspected once a iffnth and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present
Remove the trash/debris.
The perimeter of the wet
detention basin
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4
Page 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
swale
The pipe is clogged.
Unclog the pipe. Dispose of the
sediment off -site.
I The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
invasive plants cover 50 % of
Remove the plants by wiping them
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4
Nov 2 4 2014
BY:
Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 10.5 feet in the main c md,� (�,/
sediment shall be removed. JAN Z 7 �
When the permanent pool depth reads 7.5 feet in the forebay,,t.he sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
0 Permanent Pool Elevation 34.50
Sediment Removal . 27.0 Pe anen Pool
- - - - - - - - - - - - - Volume Sediment Removal Elevation 24.0 Volume
Bottom Elevatio 26.0 -ftMin.------------------------------------------ -- Volume
Sediment Bottom Elevation 23.0 1-ft
Storage Sedimei
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basic. O&M-Rev.4 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Oak Ridge Properties at Olde Point
BMP drainage area number:
Print name:David Sneeden
Title:Agent, 1kf xt& er
Address:519 Market St., Wilmington, NC 28401
Date:-
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, r VX ; a Notary Public for the State of
r County of do hereby certify that
I)Q IJ �SJIeA �, personally appeared before me this
day of [�� gew�„r and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
=Z NOTARY �=
PUBLIC z;
v90VER G0���``
SEAL
My commission expires - % ��17 OG F7 I V
NOV 2 4 2014
BY.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

High Density Developments with Outparcels
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 Developments
with Outparcels where outparcel lots will be subdivided from the main tract and sold. 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, _David Sneeden , 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 outparcel or future development area:
1. The following covenants are inkMet going compliance with State stormwater
Management Permit Number , as issued by the Division of Water Quality
under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum built -upon area for the outparcel(s) shown on the approved plans is as follows:
Outparcel # BUA Outparcel # BUA
see attached list
These allotted amounts include any built -upon area constructed within the property boundaries,
and that portion of the right-of-way between the lot lines 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. The runoff from all built -upon area within the outparcel or future development area must be
directed into the permitted stormwater control system.
8. Built -upon area in excess of the permitted amount will require a permit modification.
9. The connection from the outparcel(s collection system into the stormwater control shall be made
such that short-circuiting of the system does not occur.
10. For those outparcels or future development areas whose ownership is not retained by the
permittee, the new owner shall submit a separate offsite stormwater permit application to the
Division of Water Quality and receive a permit prior to construction.
11. The project and each outparcel 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. ECEIVE
' NOV 2 4 20%
Form DRPC-2 Rev.2 05Nov2009 Page 1 of 2 BY:-

High Density Developments with Outparcels
Deed Restrictions & Protective Covenances
Signature:
I,
'9n-
State of �
e
do hereby certify that 0 o A cS OPd ey/1 personally appeared
before me this the day of oly—w\ber , 20, and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
on
°Q`P M94
�.y��,,
Signature
My Commission expires 3
'Z NOTARY �=
PUBLIC _?`
OVER
rnim
NOV 2 4 2014
BY:
Form DRPC-2 Rev.2 05Nov2009 Page 2 of 2

OAK RIDGE PROPERTIES AT OLDE POINT BUA ALLOWANCES PER LOT
LOT 1
60,724 SF
LOT 2
89,292 SF
LOT 3
46,324 SF
LOT 4
50,313 SF
NOV 2 4 2014
�1: s

Michael C. Gallant PE, PA
Engineering / Consulting / Design
Storm Water Permitting January 27, 2015
NCDENR-DEMLR, WiRO
127 Cardinal Drive
Wilmington, NC 28403
Attn: Steven G. Pusey
Re: Oak Ridge Properties at Olde Point
Steven,
In reference to our recent phone conversations yesterday and today please find
attached the revised documents listed below. These items are provided in duplicate. If
you have any questions please feel free to call me at 910.448.1046.
The package includes in duplicate the following:
• Revised plan sheet C4.1.
• Revised supplement pages 1 and 2.
• Revised O and M page 3.
• Revised calculation spreadsheet.
As we discussed earlier, I have revised to pond to show an average depth of 6 feet as
opposed to the original 5 foot depth. The temporary pool elevation was changed from
36.00 to 36.25. These changes are reflected on the attached ocuments.
Sincerely,
W F
Mike Gallant, PE
�ECEIVED
JAN 2 7 2015
BY.
[e-mail]
to 1910.448.1046
P.O_ Box 4039
Surf City, NC 28445

Pusey, Steven
From: Pusey, Steven
Sent: Monday, January 26, 2015 12:16 PM
To: '[e-mail]'
Subject: Oak Ridge Properties at Olde Point
Mike,
I am still having some issues with item #s 6 & 8 of my previous addinfo letter. See below:
6. 1 looked at your data for area and volume from the revised drawing you sent and it looks like the main pond and
forebay are listed separately. Shouldn't you add the numbers together to get the totals? The areas and volumes listed
on the Supplement form should be total amounts (including main pond and forebay). Again, it appears that you have
only shown the amounts for the main pond in your Supplement. Please revise or explain.
8. The depths shown on the diagram in the O&M Agreement should be from permanent pool elevation to the sediment
storage elevation. Please revise.
I need your response within the week.
Thanks,
Steve
.Stetlexg.,ufi
Environmental Engineer
NCDENR - Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext.
Wilmington, NC 28405
Ph [phone] / Fax [phone]
httt)://Dortal.ncdenr.org/web/Ir/­stormwater
Before printing this email, please consider your budget and the environment.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.

Michael C. Gallant PE, PA
Engineering / Consulting / Design
Storm Water Permitting
NCDENR-DEMLR, WiRO
127 Cardinal Drive
Wilmington, NC 28403
Attn: Steven G. Pusey
Re: Oak Ridge Properties at Olde Point
January 6, 2015
EIE
JAN 0 6 2015
�Y:
Steven,
In reference to you request for additional information dated December, 29, 2014,
please find attached the revised documents listed below. Following the listing is a series
of responses to the items in your request. If you have any questions please feel free to call
me at 910.448.1046.
The package includes in duplicate the following:
! Revised plan sheet C4.1.
Revised supplement pages 1 and 2.
• Revised O and M page 3.
Responses to Items 1 8
A note has been added in the lower left hand corner of sheet C4.1 as requested.
2. Calculations for the flow path vs. the basin width have been added to sheet C4.1.
In addition the flow path has been delineated on the plan view.
V3. The SHWT has been added to the cross section and is identical to the permanent
pool level. Note that the actual SHW'r is not at a constant elevation along the
cross section. The value depicted is an approximate average based on the soils
data provided.
4. A note stating that the 10:1 shelf shall extend around the basin perimeter
including under the outlet structure has been added to the cross section on sheet
C4.1. The actual slope is not shown in this view on that end of the basin for
clarity but is depicted in the plan view.
5. The outlet pipe and orifice invert are the same. This design allows for the 50 year
event outlet flow to be less than the pre -construction value. Although not a
requirement for a NCDENR permit, this basin is located in an area that may be
negatively impacted by high outlet flows during large storm events. The Outlet
Structure Detail shows the drain and valve. In addition there is a note above this
detail requiring a trash pump be made available for dewatering the basin. This
design will most likely be revised in the future to utilize the Hydraulic Residence
gal [e-mail] (HRT) design methods developed by the MDC/ Storm Water Working
tel [phone]
P.O. Box 4039
Surf City, NC 28445

tig.
Michael C. Gallant PE, PA
Engineering / Consulting / Design
Group. This methodology would greatly reduce the depth of the basin making
emergency dewatering less of an issue.
6. The volumes and areas reported on the supplement are correct. The tabular
ss contour data shown for the pond contours include the forebay area. These two
areas are separated to calculate the forebay/ pond volume ratio. A note has been
added on the spreadsheet below the data stating that the data is representative of
the entire basin. I apologize for the confusion.
V 7. The cleanout/ basin bottom information has been revised on the cross section on
�� sheet C4.1
fir/ n Page 3 of the O and M agreement has been revised to show depths as requested.
Sincer ly,
lu DiV
Mike Gallant, PE
[e-mail]
tel [phone]
P.O. Box 4039
Surf City, NC 28445
77,,* ✓o I a A,4-.l q-fszr l& f� a-n
h, SOfidelll� s601-1 t-"e--
Gi -►, ou'k-r y /00.P -j- .
nECF_IVED
JAN 0 6 205
BY:

PIMA
NCDEHR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
December 29, 2014
David Sneeden
Oak Ridge Properties at Olde Point, LLC
519 Market Street
Wilmington, NC 28401
Subject: Request for Additional Information
Stormwater Project No. SW8141108
Oak Ridge Properties at Olde Point
Pender County
Dear Mr. Sneeden:
John E. Skvarla, III
Secretary
The Wilmington Regional Office received and accepted a State Stormwater Management Permit Application for
Oak Ridge Properties at Olde Point on November 24, 2014. 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:
We recommend that you note on the Pond X Section drawing as follows:
"Do not plant trees within 10 feet of inlet or outlet pipes, spillways or flow spreaders. Tree species
with water -seeking roots such as weeping willows and poplars, should be avoided within 50 feet of
pipes or manmade structures. Evergreen trees which produce relatively little leaf -fall are preferred in
areas draining to detention devices. Trees should be set back so that branches do not extend over the
permanent pool."
2. Please provide calculations showing that the minimum Length to Width flow path ratio in the BMP is
at least 3:1.
3. Please show the SHWT elevation on the pond section drawing.
4. The slope of the pond under the outlet structure is not shown. The plan should show the vegetated
shelf at 10:1 elevation in addition to the normal slope underneath that shelf.
5. Please confirm that you want to have the outlet pipe invert elevation the same as the orifice invert.
Will you also have a drain valve at this elevation? Where will that be located? This should be clearly
shown on the plans. �1' I f _ Q ?
� CK �r�o�l
6. The wet pond calculations do not matt a and volume shown on the supplement form.
It appears that you have listed only a "main" pon eas and volumes on the supplement form.
When calculating the provided areas an vo umes, you need to use the sum of main pond and forebay.
Please show this in your calculations and list the numbers on the supplement form. This data is used
to verify that the minimum area and volume are provided. Please also show a calculation of the total
permanent pool volume.
7. There is some discrepancy of the bottom elevation for the pond and forebay. Please confirm these
numbers and show correctly on the plans. Note that the cleanout elevation should be above the
bottom elevation. It is shown in reverse on the plans.
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 - (910) 796-72151 Fax: [phone]

Mr. David Sneeden
December 29, 2014
Stormwater Application No. SW8 141108
8. In order to clarify, please revise page 3 of the pond Operation and Maintenance Agreement to show
the "depths" instead of the "elevations" in the text shown just above the basin diagram. This will
require some internal calculation on your part.
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 January 29, 2015, 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. 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 project number on all correspondence. Any original documents that need to be
revised have been sent to the engineer or agent. All original documents must be returned or new originals must be
provided. Copies are not acceptable. If you have any questions concerning this matter please feel free to call me
at [phone] or email me at [e-mail].
Sincerely,
Steve G. Pusey
Environmental Engineer
GDS/sgp: G:\WQ\Shared\Stormwater\Permits & Projects\2014\141108 HD\2014 12 addinfo 141108
cc: Mike Gallant, PE
Wilmington Regional Office Stormwater File
Page 2 of 2

Casmer, Jv
From: Casmer, Jo
Sent: Tuesday, December 02, 2014 11:29 AM
To: 'gallantmcCyahoo.com'
Subject: Oak Ridge Properties at Olde Point; Stormwater Permit SW8 141108
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 November 24, 2014. Your project will be assigned
to a staff member 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.
We do not have an email address for the owner so please notify them on this status update.
fo Casmer
Administrative Assistant for DEMLR/Stormwater Section
NC Department of Environment & Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Email correspondence to and from this address may be su*xt to the North Caro/ibe Public Records Law and may be disdosed to third
parties

Prpject Name:
Project Location:
` Received Date: AA -T
Q Accepted Date: 2--Y
Rule(s) Coastal 1995 Coastal Phase II (WIRO) LiUniversal LJ1988 Coastal
Type of Perm : New or Mod or PR Existing Permit# (Mod or PR): PE Cert on File?
Density:.._.Hp.. :..or...__::.Lp—_ : hype: Corme.rcial.�—or_.:_Residential_—, NCC:__
%: (/ 00 Stream Class: SA Map Offsite to SWS
Subdivided?: Subdivision or Single Lot I MORW Map ` Exempt
PaperwVqrk . Emailed Engineer on:
Supp ement(s) (1 original per BMP) BMP Type(s):
&M with correct/original signatures (1 original per BMP except LS/VFS and swales)
pplication with correct/original sig ures ed
xr LLC: Si . Auth. r SOS or letter mall Address: Design Engineer
hin 6mo) Email Address: Owner
[3<�,,'S,Re port with SHWT Note to Reviewer
ne-al'culations (signed/sealed)
No obvious errors
LJ Density includes common areas, etc
d Restrictions, if igned & Notarized
".
Plans
Sets etails (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
rading Wetlands: Delineated or No Wetlands ivA-',-A
icinity Map ayout (proposed BUA dimensions)
®Legend ®DA Maps oject Boundaries
Infiltration Wet Pared Mite
Soils Report ®Soils Report PE Cert for Master Lot #:
SHWT: SHWT: Deed Rest for Master LJ
Lot # Matches Master
Bottom: PP: BUA Permitted (Master): sf
]Visited: BUA Proposed (Offsite): sf
Additional information:
ft_ ,x_r
®rnnnxa+r3^
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

Michael C. Gallant PE, PA
Engineering / Consulting / Design
Storm Water Permitting
NCDENR-DEMLR, WiRO
127 Cardinal Drive
Wilmington, NC 28403
Attn: Express Review
Re: Oak Ridge Properties at Olde Point
November 16, 2014
To whom it may concern,
Please find the attached submittal package for the review of the above referenced
project. If you have any questions please feel free to call me at 910.448.1046.
The package includes in duplicate the following:
• A check for SDS k. 6AUAJ-, _ dj z4 jlq
• The project plans and calculations.
• A brief Narrative for the project.
• The property deed.
• NOAA Data for the site.
• Completed applications, supplement forms, deed restrictions and O and M forms.
• USGS Quad Map with the site marked.
• Stream classification data for the site.
• NRCS Soils Report for the site.
• A report concerning SHWT and soils evaluation for the site.
• NC Secretary of State information for the applicant.
Sincerely,
ftkLW
Mike Gallant, PE
[e-mail]
to 1910.448.1046
�EGEIVED
NOV 2 ti 2014
BY:
P.O. Box 4039
Surf City, NC 28445

Michael C. Gallant PE, PA
Engineering / Consulting / Design
Project Narrative for Oak Ridge Properties at Olde Point
General Information
Oak Ridge Properties at Olde Point
Address: Junction of Country Club Rd. and US Hwy 17
Hampstead, NC
Pender County
Property Area: 8.58 acres (1.75 acres discontinuous from project area)
Project Area: 6.83 acres
Acres Being Disturbed: 6.83 acres
I�IECEiVE
liNOV 24 20" p
BY: —
Acres in Wetlands: There will be no impacts to USCOE delineated wetlands on this
project. There are no USCOE wetlands on site.
Owner/Developer/Applicant Information:
Oak Ridge Properties at Olde Point, LLC
519 Market St.
Wilmington, NC 28401
Description of Development Proposal:
The applicant proposes to construct a commercial center on 6.82 acres of land
fronting on US Hwy 17 between the Country Club Rd. and Ravenswood Rd. in
Hampstead, NC
Phasing and Storm Water Facilities:
The project will be built in one phase. Storm water facilities will consist of a
piped collection system and a wet detention pond designed for 90% TSS removal. The
project is not within %z miles of SA waters. This fact has been previously established by
NCDENR and documents establishing this fact are included in this package. The name
of the project at that time was Pavilion at Olde Point. The project will include two out
parcels that will be permitted as future development and will require permitting for site
plans based on allowable BUA at the time of development.
[e-mail]
tel [phone]
P.O. Box 4039
Surf City, NC 28445

69.
Michael C. Gallant PE, PA
Engineering / Consulting / Design
Historic Sites and Public Monies:
To the best of my knowledge, there are no historic sites on the property.
The project will be privately funded and no public monies will be utilized.
Non Compliance Issues:
To my knowledge there are no non-compliance issues associated with the project
area.
Stormwater and Soil Erosion Information
Basin and Stream Information:
The project drains to the Old Topsail Creek (SA;HQW) This project lies within
the Cape Fear River basin.
Density Classification: High Density
Buffer Requirements: None.
DCM AEC: None on site.
Offsite Water: NA
Road Access:
The project area is along a NCDOT right of way and can be accessed directly.
[e-mail]
tel [phone]
P.O. Box 4039
Surf City, NC 28445

9/2712014 Precipitation Frequency Data Server
NOAA Atlas 14, Volume 2, Version 3
-) Location name: Hampstead, North Carolina, US*
Latitude: 34.3897°, Longitude:-77.6802°1W
kk ' Elevation: 37 ft* ?1
* source: Google Maps
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonnin, D. Marlin, B. Lin, T. Parzybok, M.Yekta, and D. Mley
NOAA, National Weather Service, Silver Spring, Maryland
PF tabular I PF graphical i Map* $aerials
PF tabular
PDS-based
Duration;
I5-min
j
1 10-min 1
15-min
30-min ?
60-mm
2-hr
_ T
6-ilr
12-hr p
24hr i 1
'2-day :
point precipitation freque -cy estimates
Average
--.__.. ...... -_._. p._.._ . _.._
6.13 7.28 8.52 9.48 1
(5'69-6_64) (6_7B-7�90) j (7A87�9.2?1(8,75-10.2)r
4.90 5.83 6.82 7.58
�4.54 5 30) �5�40 6.31�; (6 31=7.36) �B_99 8.1� i
4.08� 4®BB ( 5.75�' 6.39
(3.78 4.42 4.52-5,29 S 32-6,22) i 5.90 6.91)
2.80 3.37 4.09 4.63
(2.593.03) �3.13 3;65) (3.78 4.4 j (4_27-5.00)6.35!
(1 62 1489 1,96-12,29 j (2.42 2Z83 2 78 3126) i
1.05 1.28 1.83 1.91
I(1y75.2.0g) I
0.686-0 823 0. 39 1.00 i 1.07-11,28 I {1.263.52) €
0.462 0.565 0.723 0.859
{0.424-0.511 0,515 0.625)! (0.661-0�789)E (0�782-0.947)i
0 270 0.330 5A25 0.508
(0.245-D.301) (0.300 0.367) 0.385 0 473) (0.458 0.564
0.157 I 0.197 ' 0.247 0.286
(0.1440.175)I (0.175 0.212 0.226 0.274 ; (0^270-0.328)I
0 093 0.112 7F 0.144 lF 0.171
0 085 0.102) 0.102-0.124 0.131-0.159 (0.155 0.188
with
90% confidence
intervals (in incheslhour)1,
200 i 500 !
12.6 1 13 �51 F 14.7 15.7 1
(11.4-13.6) j 12,2-14.6 (13.2-16.0) I �13.917,1)
9.97 F 10.7 11.6 12.4
(9.07_10.8) (9.66-11,6 10.4-12.6 (11.0-13.5
8.40 s8.9� -^ 9�76 1101
(7.84 9.08) , 8 12-9.73 I (8 74 f 0� J6) 9.19 1 3
6.44 7.00 7.77 8.39
55�85,6_95) 6.32e7.57 _I�
4. 3 4 79 (4.43 5'31)�! (4.99 6704 I . 5.4316.66)-
3.05 3.46 4.07 4.59 I
%75.3.32) (3.09-3.76)_i (3 60 4.43) i (4.02
2850) 2.33 2?87)
1A3 1.65 1.99 i 2.28
(1.27-1.57) 1.46-1.81 1.72-2.18) (1_96-2p50L
0.664 1.00 1.22 , 1AD
0.760 0.954)I 0�873-1.11) 1.04-1.34) j (1_19 1.55) I
0.513 0.599 0.731 i 0.848
0.452-0.568); (0.520 0 684)� (0.622-0.815)A (0.708�0 950)j
0.292 0.339 0.411 F 0.474
(0.257�Q 324)i (0,294 Og377)I 0.349-01460)j (0.396 0 535),q
recurrence
10.7
(9.82-11.5)
8.52
(7�82 9.20
�7.20 )-
6.61-7.77
5.33
(3�6 3.83)
2.32
�2.12_2.53)
1.54 1086
1.06
0.959 1.f7)
0.632
0.564-0.700),
0.371
(0�334 0.410)I
F 0.213 17
0.192-0.23s)
interval (years)
11.6 IF
10.6-12.5
9.25 I
�8_46-9-M
7�80
(7.148.43)
5.88
v 3.64 4 30 !
2.67
(2 42-2.91) '
1.24
(1_11 1.36)
0.747
(0.658_0.819
0.436
(0_3g0 0.484),
0.250
(0 _223�0.277)�
3-day
0.066 0.079 0.101 0.120
(0.060 0 072)j (0.073-0.068 (O.D92 0.112) 0.108 0.132
0.148
0.134D.163)'
0173 I
(0.154 0 191)
0.200 0.231 p 0.278 0.319
0.177�0.222) (g_202 0.257� (OR238-0.311)��{0.269 0.360
4-day
7-day
0;048-0 057)i (0_ 58--Q 069), (0073 0 088� (0.086-0 104)
0.034 0.041 0.062 - 0.061
(0;032 0.038) (0._038-004� 0.048-0.057)i (0�056-0_067)I
0.105-0.6127)i
0.074
(0068-0.081)f
(0.120 0.448
0.0 55
0.077-0.093
0.137-0.171)I 0.155 0 196Z; (0 182 0 236)� (0: 0 0 273
0.097 0.110 - 0.129 i 0.145
0.087-0.106� L0.098 0.121}; 0.113 0.143)� (0.125 0.162)!
10-daY
20-day i
t
30-day
0025 029)j
0.011E] 0 019)
F-0-0-15-11
0.0140.016
0 032 i
(0 030 0.035)j
0.020-0.023)�
0.018 1
(0 016-0.019)i
0.040
(0:037-0.044)�
(0025--0 028
.021
(0 020_9. 3)i
0.047
0.043 0 051)j
(0028-0 03�;
0 024
(0.022 0.026)!
0.056 E
(0.051 0.061)j
(0_313-0 031Vi
0 026
(0.026 0.030
0.064
(0.058-0.070�
IF
0 _03 70.043
0.031
0.029-0.033
0.073
0.065-0.79
(0.041-46
00 049)i
0.034
(0.032-R.R
0.082
0.073 0 090)i
(0045-0 055)�
0 038
(0.035-0.041)j
0.095
0.084-0.105
58
(005100 063)
0.042
0.038)42
0.106
(0.092�0.118)
0.046
(0.00."150)i
45-day
I 1
BD -day j
0.072 1
0,012-0,013)°
0 011
0.010 0 012)j
0 015 i
(0 014 0 016)�
0.013 I
(0 012 0 014�1
0 017
(0 016 0 018)
0.075
0.0140.016)�
0 020
(0 018 0.021)
0.017
(0 D16 0.018)i
0. 223 ;
(0.021-0�024)i
0.020
(0 016 0;021)a
0.025 1
(0023-0.027);
0 021 I
0�020 0 023)1(0
0.028
0.025�0.0301
0.023
022-0.025)�
0.030
0,028-0,032)'
0.025 i
(0-D23 0 027)I
0.034
(OA31:OA36),
0 028
(0 025 0 030)I
0-D37
(0.033 0.040)!
0.030 ,
(0 027-0.032�
R1 Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS).
I
j Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for I
a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are i
E not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values.
Please refer to NOAA Atlas 14 document for more information.
13acis 10 Lop
PF graphical
NOV 2 4 20%
r
http://hdsc.nws.noaa.govlhdsctpfdslpfds_printpage.html?lat=34.3897&lon=-77.6802&data=intensity&units=english&serias=pds 1 /4

9/27/2014 Precipitation Frequency Data Server
NOAA Atlas 14, Volume 2, Version 3
Location name: Hampstead, North Carolina, US*
Latitude: 34.3897*, Longitude:-77.6802.
%TJ Elevation: 37 ft*
'source: Google Maps .
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonnin, D. Martin, B. Lin, T. Parzybok, M.Yekta, and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland
PF tabular i PF graphical i Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)l
5-min
0�0
0474-0 553
05 63-0858
0856-0768
Average
_�50�
0: 29-0 854
recurr2e5nce interval
08018-0 962
(years)Dr_t�
(0. 8850-1 A4
100 I200
_.-
(0.952-5.�;
�
�{
(L 2 1222);
500
�1: 0 17 1.333)�
00
(1_7631142�
10-min
0 57--0 683
0. 00 1.05
1.051423
(1.17�g36
1.30.53
1. 1 1. 6) i
(1.516680j;1893
i
15-min
30-min
60-min
2-hr
(0�946 2.1D)
1. 0�51
1. 2 1 89
1 93 2 28
2
. L _13232)
156-1-83
1.9fi 2.29)
2: 652 8D
34 55
1. 9-2 21
2.42-22.83
2.89 3 b5
(1_47610173
2.14 2.50
2.78 3126
0-4.17
1.65-81.84
(245 2788
(3. 6 3-83
4.23-5506
1. 8 2.11 I
(2. 9-341
_- 4 4830)
C-_�i
(4.8435.SDJ
1.91 2D27) !
2.93 3 48
4.03 9
5.49-6.64
2.03 2 43)I
3. 6 37 9
4.43 5131
6. 9--7..53
2� 3 65
(3.48 4 21),
(4. 9 6?0�
7. 918.86)i
2. 0 2.81 !
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t Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS). j
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency
estimates (for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates
at upper bounds are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values.
Please refer to NOAA Ages 14 document for more information.
Back to Top
PF graphical
http://hdsc.nws.noaa.govlhdsclpfdslpfds_printpage.html?lat=34.3897&Ion=-77.68O2&data=depth&units=english&series=pds 1 /4

9/27/2014 Precipitation Frequency Data Server
PD5-based depth -duration -frequency JDDF) curves
Latitude: 34.3897`. Longit7ide:-77.58020
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http://hdsc.nws.noaa.govlhdsclpfdslpfds_printpage.html?lat=34.3897&Ion=-77.6802&data=depth&units=english&series=pds 2/4

9/27/2014 Precipitation Frequency Data Server
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Maps & aerials
Small scale terrain
;ton -Salerno irei wcnvDurhmn
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http:Hhdsr.nws.noaa.govlhdscJpfdslprfds_printpage.html?lat--34.3897&lon=-77.68O2&data=depth&tjnits=english&se6es=pda 3/4

9/27/2014
Precipitation Frequency Data Server
l is r p:,.;eaa ",• _
:, 2 km _ Map Report amap error
i-ZR
Large scale map
Back to Tog
Map 'Riaport a map error
US Department of Commerce
National Oceanic and Atmospheric Administration
National Weather Service
Office of Hvdroloaic Development
1325 East West Highway
Silver Spring, MD 20910
Questions?: [e-mail]
Disclaimer
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11/16/2014 North Cardin Secretary of State
Account
,North Carolina
D EPAR T H E T OF THE
Secrrr SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 11 /16/2014
here to:
Document Filings I File an Annual Report
7j Print a Pre -populated Annual Report Fillable PDF Form I Amend A Previous Annual Report
Corporation Names
Name Name Type
NC OAK RIDGE PROPERTIES AT OLDE LEGAL
POINT, LLC
ited Liability Company Information
SOS I D:
1409574
Status:
Current -Active
Effective Date:
10/30/2014„`
Citizenship:
DOMESTIC
State of Inc.:
NC
NOV 14
�F
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
SNEEDEN, DAVID G
Office Address:
519 MARKET STREET
WILMINGTON NC 28401
Mailing Address: 519 MARKET STREET
WILMINGTON NC 28401
rincipal Office
Office Address: 519 MARKET STREET
WILMINGTON NC 28401
Mailing Address: 519 MARKET STREET
WILMINGTON NC 28401
cers/Company Officials
This website is provided to the public as a part of the Secretary
4604
Knowledge Base (SOSKB) system. Version:
httpJ/www.secretary.state.nc.us/corporaHons/Corp.aspx?Pitemld=10648599 1/1

C201429300588
- . State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
SOSID: 1409574
Date Filed: 10/30/2014 9:21:00 AM
Elaine R Marshall
North Carolina Secretary of State
C2.01.4 293 00588
Pursuant to §57D-120 of the General Statutes of North Carolina, the undersigned does hereby submit theca
Articles of Organizition for the purpose of forriiing a limited liability company.
1. The Henze of the limited liability oompany is: Oak Ridge Properties at 01de Point, LLC
(Ste Hm lof U loslrodims for axmwiaee a0y desiguiiaa)
2. The name and address of each per ma executing these articles of organization is as follows: (State
whether each person is exeouting these articles of organization in the capacity of a member, organizer
or both. NOW. TbisdoeamLat must be siped by all persons listed.)
David G. Sneeden, Organizer .
519 Market St.
Vilsaington, N.C. 28401
3. The name of the initial registered agent is: David G. Sneedert
4. The sftd gAd= and cwtnty of the initial registered ago office oftba limited liability cainpany is:
Number and street Big Market Street
City 1Nilmlrl9ton state: &C„ Zip Coax: 28401 t ►nay: New Hanover
5. The dungL g address. if di£i`a t ft m the street address, of the initial registered agastOffice is:
Number sod Street Same as above.
City State: SC Zip Code: County:
6. Principal office irriormadom (SelecteAeT a or b.)
a. 917he limited liability company has a principal office.
The prindpal office telephone number. 910-763-6614
The MdAft= and county of the principal oft* of the limited liability company is:
Numb r ad Street 519 Market Stmet
alvW11mington state: NC Zip Code: 28401 County: Now Hanover
CORPORATIONS MVISION P.O. Box 2%22 RALEIGH, NC 27626.0622
(Revised Jummy2014) 2 (Fern L-01)

C2014293005N
The main_ address, if different from the street address, of the principal off:ce•of the company is:
Nurnber and Strut Samt='ss above.
City State• _„_ Zip Code Coumty:
b. C] The limited liability company does not have a principal office.
7. Any other provisions which the limited liability company elects'to include (e.g,, the purpose ol'the entity)
are attached.
Privacy Redaction
8. (Optional): Please provide a business -mail address:
The Secretary of State's Office will e-mail the business a mica y a e address provided above at no
cost when a document is died. The a-inail provided will not be viewable on -the website. For more
information' on why this service is offend, please see the instiWione for this document. IN
9. These articles will be effective upon filing, unless a future date is specified:
Tits is the 171h day of October , 20 14
David Q. Sneeden, Organizer
Type or Print Name and Title
The Maw space to ba'uaad if more. than one orgmtizerr or member is listed in Item #2 above.
Srgnatuie
TY Fie and Wt age- an e
Signature
e and M NaMe W Me.
3 gnatum
Type and Print Nib snd'Tit1e
ignatiire
Typ e and AR erne an d Mt to
NOTES: -
-1. Filing fee is $125. This doratme»tst m be filed with the Secretary of State,
• CORPb ATIONs bMsiOiN P.O. Box 29622 U1116H,14C 27626-0622
(Revised lsnuary2014) 2 (Form L-01)

!VE
NOV 2 4 2014
Us. DEPARTAHMOFTHEMEPMR y,w TOFSAMQUADRANGLE
�V$G$ D.&GBEIEm�r.lgURpgy C'.09—Topo E+r: FFNUDHCO.
N„� y�1.5-NNIIiE SEEDS
Wi.�.o eEow MWWILrny 6CAL Venom .. _.�
m e m
029
�wmx.rx ('�u 0--
n._ �_�_ '®F�-w0. wv wwxwewlxwnramiraxx S
w.e.�-_.-.+smswm.x�wi � .�.ssmaaw.am.r.eew u
xsswmA
7'OPBAIL, NC

Pender GIS - Deed Search Page 1 of 2
The office of the Register of Deeds for Pander County hereby DISCLAIMS, and the user hereby WAIVES
any warranty, implied or otherwise, as to the correctness of the information contained herein.
Deed Book: 4495 v Page: 10025jpg vF Zoomin ZoomOut Previous Next
III1111111111111llllalil llllllllllll �aa' Wi�lleughbypeoP
Pender County, NC Register of Deeds page 1 of 4
Sharon Lear Willoughby Register of Deeds
11=14-2014 15:14:00.902 Pander County, NC
NC REVENUE STRMP: $2069.00 (#70770)
v
44%
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: S Z I US0. OCR
Parcel Identifier:3293-95-1967-0000,3293-96-2122-0000,3293-96-3164-0000,3293-86-0162-0000,3293-85-0858-0000
Verified by Pender County on the _ day of , 2014
By:
Mail/Box to: Ke'
Thisinstrument was prepared WITHOUT TITLE EXAMINATION by, -Law Firm, PLLC
Brief description for the Index:
THIS DEED is made as of 14111 day of November, 2014, by and between
GRANTOR
Pavilion at Rocky Point, LLC,
A North Carolina limited liability company
503 Olde Waterford Way, Suite 200
Leland, NC 28451
GRANTEE
Oak Ridge Properties at Olde Point, LLC
a North Carolina limited liability company
519 Market Street
Wilmington, NC 28401
The designations Grantor and Grantee as used herein shall include the parties, and their successors and assigns
WITNESSETH:
Grantor, for valuable consideration paid by Grantee, the receipt of which is hereby acknowledged, has and by these
presents does grant, bargain, sell and convey unto Grantee in fee simple all those certain lots or parcels of land situated in
Pender County, North Carolina and more particularly described as follows:
See attached
Exhibit "A"
All or a portion of the property herein conveyed( ) includes or ( X ) does not include the primary residence of Grantor.
�r
http://gis.pendercountyne.gov/RODSearch/default.aspx 11 /20/201.4

Michael C. Gallant PE, PA
Engineering / Consulting / Design
SITE SPECIFIC SOILS/SH1il T REPORT
[e-mail]
tel [phone]
P.O. Box 4039
Surf City, NC 28445

ro cs
/AO'4Or4V
sOr
iced Ke-oou ze Maftoo&' 1611-, p:C.
12"June, 2007 _. - �. - Fh`•
�..
• •T Y��
Ca - e-Fear Land Managers' s '
Steven Saieed
ad Suite. '1.50�t1
3347 Masonboro Loop Ro.
�N'�lmin ton NC 28409
Re: Pavilion ait:4lde Point
Hampstead, Norlh:'Camlina
_ ;s `ter:. ��• . F:'�•"t: ��4 -.ti ..
Mr. Sai
a"-r'i;;'!�rr` , ti '•.;y+« x':.:,- � •l •� � F - :� °: i- fir. ,
Please find below a. report:referencing-a soil-and'site evaluation for the above referenced _
site,. located on Highway. 17 "North adjacent to Ravenswood Road:.in Hampstead, lyorth
Carolina,. (Refer to Figure 1),
'I 0 IntroductioM'u'pose,
The purpose of the soil and site evaluation. was, to determine the feasibility of,
disposing and/or storingatorm`water within' proposed: storm watery retentlon'pond
located at the rear of the site as well as- disposing. of storm waiter via pervious.
pavement
2.0 Methods
(Refer to Appendix. A,and=Figure 2)

12 June 2007
best available data in an effort, to assist in the understanding; control andlor site;
planning and preparation. No guarantee is expressed or implied -that new or
additional data and/or scientific measures will not be required fur .ultimate soiution
of the existing project.
Should you have any questions or concerns please do not hesitate to contact meat
[phone].
Sincerely, .
1 ia'— . T- MJ�" , ass
Walter D. Giese, LSS
Project Manager
3

SLlBJEc:T PROPERTY
zr�
n
RM

i0
Vi0n At Old c;0h
CCHP Locations
and SFAW
tj
.. CLIPB [[w[o
T1
t snwra4` �� [ to 1;'!`+.. ..�x•4^
'LI t
sw
j--
V fJ
rc,,s•. �� ± I
s
i%aNt?.t°
ic�wt r 1
1
1
ti
Mop adapted tram pwAm survey by Southwktds dated2-15-2006
TME: Pavilion at Olde 'Point FIGURE
�, RPr„rce Mana e�,ant pc CCHP locations
A/1=1270-29 JOB: SCALE:DALE DRAWN 6Yi
19 FAX 270.24BB
0557 1 "= 1 00' 06/08/07 GY

Appendix A

PAVILION AT OLDE POINT
HkAJPSTEAD, NC
SB 1
Page 1 of 2
Logged by. Gene Young, R.S.
Date: 05130/2007
Depth
(in.)
Description
0 -10
Gray (10YR 6/1), sandy fill.
10 -16
Very dark gray (10YR 3/1), granular, very friable, non -expansive, loamy sand.
16 - 24
Gray (10YR 5/1), granular, very friable, non -expansive, sand.
24 - 40
Very dark gray (10YR 3/1), sub -angular blocky, friable, slightly expansive, sandy loam
with very dark grayish brown (10YR 3/2) mottles.
40 - 46
Gray (10YR 5/1), granuiar,very liable, non -expansive, sand with gray (10YR 6/1)
mottles.
46 - 60
Very dark gray (10YR 3/1), granular, very friable, slightly expansive, loamy sand with
very dark grayish brown (10YR 3/2) mottles.
Seasonal High Water Table at <12'
Static Water Level at 55"

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V

PAVILION AT OLCI= POINT
:­IAT��APSTEAD, N.C.
SB 2,
Page I of 2
Logged by: Gene] Young, R.S.
Date: 05rM2007
Dept
(in 1
Des6hptlon
0 -18
Light gray (10YR 7/1), granular, very friable, non -expansive, sand changing to gray
(10YR 5/1) at W.
18 - 24
Very dark gray (10YR 3/1), sub -angular blocky, friable, slightly expansive, loamy sand.
24 - 30
Gray (10YR 5/1), granular,very friable, non- expansive, sand with grayish brown
(10YR 5/2) mottles
30 - 40
Light yellowish brown (10YR 6/4), sub -angular blocky, friable, slightly expansive,
sandy loam with very dark grayish brown (10YR 3/2) and very dark gray (10YR 3/1)
mottles.
40 - 60
Dark grayish brown (10YR 4/2), granular, very friable, non -expansive, loamy sand with
dark gray (10YR 4/1). .
Seasonal High Water Table at 24"

ice■ ■
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.0

PAVILION AT OLDE POINT
HAMPSTEAD, MC
SB 3
:Page_ 1 of 2,
Logged by: Gene Young, R.S.
Date: 05/30/2007
Depth
(in,)
Description
0 -14
Very dark gray (10YR 3/1), granular, very ffiable, non -expansive, loamy sand.
14 - 28
Grayish brown (10YR 5/2), granular, very friable, non- expansive, sand.
28 - 40
Black (10YR 2/1), sub -angular blocky, friable, slightly expansive, sandy loam.
40 - 60
Very dark gray (10YR 3/1), sub- angular blocky, friable, slightly expansive, loamy sand
with very dark grayish brown (10YR 3/2) and very dark brown (10YR 2/2) mottles.
Seasonal High Water Table at <12"

�i Q
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PAVILION AT OLDS POINIT
HXAMPSTEAD, NC
SB
Page I of 2
Logged by: Gene Young, R5.
Date: OM0/2007
Depth
Descripion
(in.)
0 - 20
Light Gray (10YR 7/1), granular, very friable, non- expansive, sand.
20 - 38
Very dark brown (10YR 2/2), sub -angular blocky, friable, slightly expansive, loamy
sand with dark brown (10YR 3/3) mottles changing to very dark gray (10YR 3/1) at
38 - 60
Olive yellow (2.5Y 6/6), granular, very friable, non -expansive, sandy loam with black
(10YR 2/1) mottles.
Seasonal High Water Table Q 22"

N
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PAVILION AT OL D°E POINT
HA11!"JS TEA0, 4C
5B
Page a or 2
Logged by: Gene Young, PS.
Date: 06/30/2007
Description
Light gray (10YR 7/1), granular, very liable, non- expansive, sand.
F8-
Black (10YR 2/1), sub -angular blocky, liable, slightly expansive, loamy sand to sandy
loam with dark brown (10YR 3/3) mottles. .
Gray (10YR 5/1), granular, veryfriable, non -expansive, sand.
36 - 60
Very dark gray (10YR 3/1), sub -angular blocky, friable, slightly expansive, loamy sand
to sandy loam with black (10YR 2/1) mottles.
11 Seasonal High
Water Table at 18"

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PAVILI0H AT OLDS POINT
HA M'PSTEAD, HC
SIB 8
Page 1 o' 2
Logged by: Gene Young, R.S.
Date: 05130I2007
Depth
(in.)
DescHption
0-8
Existing sandy fill material.
8 -14
Very dark gray (10YR 3/1), granular, very friable, non -expansive, loamy sand.
14 - 34
Light gray (10YR 7/1), granular, very friable, non -expansive, sand changing to gray
(10YR 5/1) at 247.
34 - 60
Very dark gray (10YR 3/1), granular, very friable, non -expansive, sand with black
(10YR 2/1) and very dark brown (10YR 2/2) mottles.
Seasonal High Water Table at 18" - 24"

FYI.
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40AVII_ION AT OLDS POINT
I•IAMW?STUD, 'e�C
SIB 7
Page i of 2
Logged by: Gene Young, R.S.
Date: 05=12007
Depth
(in.)
Description
0 -10
Existing Fill material.
10 -18
Black (10YR 2/1), sub -angular blocky, liable, slightly expansive, loamy sand.
18 - 32
Gray (10YR 5/1), granular, very liable, non -expansive, sand.
32 - 60
Black (10YR 2/1)subangular blocky, friable, slightly expansive, sandy loam with very
dark brown (10YR 2/2) mottles.
Seasonal High
Water Table at <12"

N
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PAVILION" AT OLDS POINT
HAN"=.P T EA_D, :M,C
SB 8
Page 7 of 2
Logged by: Gene Young, R.S.
Data: 05/30M00'
Depth
On.)
Descrfpfion
0 -12
Gray (2.5Y 5/1), granular, very friable, non- expansive, sand.
12 - 30
Light yellowish brown (2.5Y 6/4), granular, very friable, non- expansive, sand.
30 - 42
Gray (2.5Y 6/1), granular, very friable, non -expansive, sand with light brownish gray
(2.5Y 6/2) mottles.
42 - 60
Very dark gray (2.5Y 3/1), granular, very friable, non -expansive, sand.
Seasonal High
Water Table at 30"

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PAVILION AT OLDS POINT
HA PSTEAD, SIC
SB 9
P090 'I 2f 2
Logged by: Gene Young, RS.
Date: 05/30/2007
(in.) I Description
0 - 20 ExisSng mixed loamy sand fill.
20 - 42 White (10YR 811), granular, very friable, non- expansive, sand.
42 - 60 Gray (10YR 5/1), granular, very friable, non- ex
pansive, sand.
Water Table at 22,

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PAVIL101I AT OLDIE POR47
MAPOPS T EAD, NC
SS M
PE9e I Of 2
Depth
0 -10 1 Existing loamy sand fill.
Description
Logged by: Gene Young, R.S.
Date: OMO 2007
10 -15 I Very dark gray (10YR 3/1), granular, very friable, non -expansive, loamy sand.
15-40 1 Gray (10YR 5/1), granular, very friable, non -expansive, sand.
40-60 Black (10YR 2/1), sub.angular blocky, friable, slightly expansive, sandy loam
Water Table at <12" from

M
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P. 01
TRANSACTION REPORT
>x
APR-04-2008 FRI
01:27 PM
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�K FOR: NCDENR
9103502004
>K
>K
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>K SEND
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DATE START RECEIVER
TX TIME PAGES TYPE
NOTE
M# DP >K
APR-04 01:26 PM 92708619
32" 4 FAX TX
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149 >K
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TOTAL :
32S PAGES: 4
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.. 'NCDENR
North Carolina peWment. of Environment and Natural Resources
Wilmingtdn Regional Office
.(910) 79n-7215
Michael F. Easley, Governor
Rate:--V6-/o
t /// , -
To -. A &I /jail
Co:
William G. Ross ]r., Secretary
FAX COVER STIEEt
# pages_ ZZ414
Division
Fax: 0) 7 a — V I FAX #; 910-350-2004
12) Cardinal Olive iE6t, Wilriling ton, North �Carolrna 2a405.3845 - Phone 910.796•72151 FAX [phone]

DIVISION OF ATE QUALI 1
INFILTRATION SYSTEM INVESTIGATION
Complete and email this form to Vincent [e-mail]. If there are more than 7 areas to be tested,
attach a second sheet.
Scheduled Site Visit Date. _12!10107 Time: _9:00 — 9:30arn
Project Name: —The Pavilion at Olde Point County:_Pender
Street Address: —Ravenswood Road (Hampstead)
Directions from the nearest intersection of two major roads: _From the
intersection of US17N and NC50 (Holly Ridge) continue to travel south on US17.
As you enter Hampstead, just pass the high school (on the right), there will be 2
large tracks of cleared land (on the left). There is a subdivision entrance sign w/
a flag pole located between the 2 tracks of land. The sign reads Olde Point and
that is on Ravenswood Road. Turn left onto Ravenswood Road — The Pavilion at
Olde Point site will be on the right. If you reach the stop light at Country Club
Road (convenient store on the left), you have passed the site.
>1 acre being disturbed? ®YES []NO CAMA Major required? DYES ®NO
Consultant Name: —Sonya Edens Phone: [phone]
Consultant Firm Name:—Southwind Surveying & Engineering, Inc.
Bore Number
1
2
3
4
5
6
7
A Existing Ground Elevation
b Proposed Bottom Elevation
c Difference a minus b
d Add 2 ft. Min. Bore Depth)
e Hardpan Depth?
f Infiltration Rate OK?
Approx. Elev. Of SHWT
A Max. lowest bottom elev.
Comments
Required Attachments:
1. Legible vicinity map.
2. Complete Soils Report.
3. PDF formatted site plan with the boring locations to be tested. Site plans should
be emailed or hand -delivered only. Illegible faxed maps will not be accepted.

c
All proposed infiltration areas and existing, active utility lines located Wthin the proposed
basin/trench must be marked and flagged. If these areas are not flagged, the Soils Scientist
reserves the right to decline to do the investigation. If the p>aposed infiltration system will be
located in an area of existing pavement and there is no open area nearby, equipment capable of
breaking through the impervious layer must be provided. The soils investigation does not take
the place of a soils report prepared by an appropriate professional. The Soils Scientist will only
verify the soil conditions that are reported in the Soils Report, and Brake a determination as to
the suitability of the site to meet the infiltration design requirements under NCAC 2H.1000, and
assumes no liability should the system fail.
S:1WQSISTORMWATERIFORMSIinfiltration site visit.for Revised 8.07

Pavilion Af Olde Point IoI
CCHP Locations u
and SHWT
____,..._. •_--. _�-APPRVS. by 10 fl OFCYll'ti•TIt1'CLL`R pR. �_ 7.ONMO VQMN4All

1. PROJECT INFORMAL
In order to deterrnire the reoen
Management Permit will be rec,
downslope surface waters (the
must be determined. Plesso cc
classilication, cornpfete Secfia
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83 PROJECT NO. 14001
State of North Carolina
DepaWasid of Cnviromilent and Natural Aasauroea
Division of Water Quality
yATER QUALI rY CLASSIFICATION REQUIW FORM
Yft roar may be phol wood for use w an odkgk mi
stream for a project In a coastal county or whether a State StorinriAor
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ion.,Au,Q.1de Yoint Propert1Cb'Jnty Penctor.._____�___
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or a CAMA Major Permit required? ®YES []NO
appropriate portion of a USGS quad sheet showing the projects property
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It
NCDENR Division of Water Quality
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NOV 2 4 20%
BY:

K3 PRWECT NO. 14001
Permit No.
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Department of Environmont and Natural Resources
Division of Water Quality
VATWI QUALITY CLASSIFICATION REQUESY fOISW
this tafm may be phoMoopied foruse as an orrainai
L PROJECT INFORiAATi
in order to determine the, recelvi
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vrh= wafers that any sheet flow or overflow from the project would flow toward)
must be determined. Please cor
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classification, complete Section
11, and return the completed form to you.
1_. ProjectName:___,t?Seh
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NCDENR Division of Water Quality
CLASSIFICATION REG
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USDA United States
A product of the National
Custom Soil Resource
Department of
Cooperative Soil Surrey,
Agriculture
a joint effort of the United
Report for
Department of
NRCSStates
Agriculture and other
Pender County,
Federal agencies, State
Natural
agencies including the
Resources
Agricultural Experiment
North Carolina
Conservation
Stations, and local
Service
participants
OAK RIDGE PROPERTIES AT
OLDE POINT
NOV 2 4 2014 ;
lk �d
November 9, 2014

Preface
Soil surveys contain information that affects land use planning in survey areas. They
highlight soil limitations that affect various land uses and provide information about
the properties of the soils in the survey areas. Soil surveys are designed for many
different users, including farmers, ranchers, foresters, agronomists, urban planners,
community officials, engineers, developers, builders, and home buyers. Also,
conservationists, teachers, students, and specialists in recreation, waste disposal,
and pollution control can use the surveys to help them understand, protect, or enhance
the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil properties
that are used in making various land use or land treatment decisions. The information
is intended to help the land users identify and reduce the effects of soil limitations on
various land uses. The landowner or user is responsible for identifying and complying
with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some cases
Examples include soil quality assessments (http://www.nres.usda.govtwps/portal/
nres/main/soils/health/) and certain conservation and engineering applications. For
more detailed information, contact your local USDA Service Center (http:/1
offices.sc.egov.usda.gov/locator/app?agency=nres) or your NRCS State Soil
Scientist (http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/?
cid=nres142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic
tank absorption fields. A high water table makes a soil poorly suited to basements or
underground installations.
The National Cooperative Soil Survey is a joint effort of the United States Department
of Agriculture and other Federal agencies, State agencies including the Agricultural
Experiment Stations, and local agencies. The Natural Resources Conservation
Service (NRCS) has leadership for the Federal part of the National Cooperative Soil
Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs
and activities on the basis of race, color, national origin, age, disability, and where
applicable, sex, marital status, familial status, parental status, religion, sexual
orientation, genetic information, political beliefs, reprisal, or because all or a part of an
individual's income is derived from any public assistance program. (Not all prohibited
bases apply to all programs.) Persons with disabilities who require alternative means

for communication of program information (Braille, large print, audiotape, etc.) should
contact USDA's TARGET Center at [phone] (voice and TDD). To file a
complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400
Independence Avenue, SM., Wa3hington, D.C. 20250-0410 or call [phone]
(voice) or [phone] (TDD). USDA is an equal opportunity provider and
employer.

Contents
Preface....................................................................................................................2
How Soil Surveys Are Made..................................................................................6
SoilMap..................................................................................................................7
SoilMap................................................................................................................8
Legend..................................................................................................................9
MapUnit Legend................................................................................................10
MapUnit Descriptions........................................................................................10
Pender County, North Carolina.......................................................................12
KuB—Kureb fine sand, 2 to 6 percent slopes.............................................12
LnA—Leon fine sand, 0 to 2 percent slopes...............................................13
References............................................................................................................16
4

How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous areas
in a specific area. They include a description of the soils and miscellaneous areas and
their location on the landscape and tables that show soil properties and limitations
affecting various uses. Soil scientists observed the steepness, length, and shape of
the slopes; the general pattern of drainage; the kinds of crops and native plants; and
the kinds of bedrock. They observed and described many soil profiles. A soil profile is
the sequence of natural layers, or horizons, in a soil. The profile extends from the
surface down into the unconsolidated material in which the soil formed or from the
surface down to bedrock. The unconsolidated material is devoid of roots and other
living organisms and has not been changed by other biological activity.
Currently, soils are mapped according to the boundaries of major land resource areas
(MLRAs). MLRAs are geographically associated land resource units that share
common characteristics related to physiography, geology, climate, water resources,
soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically
consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that is
related to the geology, landforms, relief, climate, and natural vegetation of the area.
Each kind of soil and miscellaneous area is associated with a particular kind of
landform or with a segment of the landform. By observing the soils and miscellaneous
areas in the survey area and relating their position to specific segments of the
landform, a soil scientist develops a concept, or model, of howthey were formed. Thus,
during mapping, this model enables the soil scientist to predict with a considerable
degree of accuracy the kind of soil or miscellaneous area at a specific location on the
landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented by
an understanding of the soil -vegetation -landscape relationship, are sufficient to verify
predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them to
identify soils. After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character of
soil properties and the arrangement of horizons within the profile. After the soil
scientists classified and named the soils in the survey area, they compared the

Custom Soil Resource Report
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that have
similar use and management requirements. Each map unit is defined by a unique
combination of soil components and/or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components of
the map unit. The presence of minor components in a map unit in no way diminishes
the usefulness or accuracy of the data. The delineation of such landforms and
landform segments on the map provides sufficient information for the development of
resource plans. If intensive use of small areas is planned, onsite investigation is
needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape, and
experience of the soil scientist. Observations are made to test and refine the soil -
landscape model and predictions and to verify the classification of the soils at specific
locations. Once the soil -landscape model is refined, a significantly smaller number of
measurements of individual soil properties are made and recorded. These
measurements may include field measurements, such as those for color, depth to
bedrock, and texture, and laboratory measurements, such as those for content of
sand, silt, clay, salt, and other components. Properties of each soil typically vary from
one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists interpret
the data from these analyses and tests as well as the field -observed characteristics
and the soil properties to determine the expected behavior of the soils under different
uses. Interpretations for all of the soils are field tested through observation of the soils
in different uses and under different levels of management. Some interpretations are
modified to fit local conditions, and some new interpretations are developed to meet
local needs. Data are assembled from other sources, such as research information,
production records, and field experience of specialists. For example, data on crop
yields under defined levels of management are assembled from farm records and from
field or plot experiments on the same kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on such
variables as climate and biological activity. Soil conditions are predictable over long
periods of time, but they are not predictable from year to year. For example, soil
scientists can predict with a fairly high degree of accuracy that a given soil will have
a high water table within certain depths in most years, but they cannot predict that a
high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and
identified each as a specific map unit. Aerial photographs show trees, buildings, fields,
roads, and rivers, all of which help in locating boundaries accurately.

Soil Map
The soil map section includes the soil map for the defined area of interest, a list of soil
map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.

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Custom Soil Resource Report
Map Unit Legend
Pander County, North Carolina (NC141)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of A01
KuB
Kureb fine sand, 2 to 6 percent
slopes
2.6
46.7%
LnA
Leon fine sand, 0 to 2 percent
slopes
2.9
53.3%
Totals for Area of Interest
6.6
100.01%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the soils
or miscellaneous areas in the survey area. The map unit descriptions, along with the
maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the landscape,
however, the soils are natural phenomena, and they have the characteristic variability
of all natural phenomena. Thus, the range of some observed properties may extend
beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic
class rarely, if ever, can be mapped without including areas of other taxonomic
classes. Consequently, every map unit is made up of the soils or miscellaneous areas
for which it is named and some minor components that belong to taxonomic classes
other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They generally
are in small areas and could not be mapped separately because of the scale used.
Some small areas of strongly contrasting soils or miscellaneous areas are identified
by a special symbol on the maps. If included in the database for a given area, the
contrasting minor components are identified in the map unit descriptions along with
some characteristics of each. A few areas of minor components may not have been
observed, and consequently they are not mentioned in the descriptions, especially
where the pattern was so complex that it was impractical to make enough observations
to identify all the soils and miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the usefulness
or accuracy of the data. The objective of mapping is not to delineate pure taxonomic
classes but rather to separate the landscape into landforms or landform segments that
have similar use and management requirements. The delineation of such segments
on the map provides sufficient information for the development of resource plans. If
10

Custom Soil Resource Report
intensive use of small areas is planned, however, onsite investigation is needed to
define and locate the soils and miscellaneous areas.
An identifying symbol precedes the map unit name in the map unit descriptions. Each
description includes general facts about the unit and gives important soil properties
and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major horizons
that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity,
degree of erosion, and other characteristics that affect their use. On the basis of such
differences, a soil series is divided into soil phases. Most of the areas shown on the
detailed soil maps are phases of soil series. The name of a soil phase commonly
indicates a feature that affects use or management. For example, Alpha silt loam, 0
to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps. The
pattern and proportion of the soils or miscellaneous areas are somewhat similar in all
areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present or
anticipated uses of the map units in the survey area, it was not considered practical
or necessary to map the soils or miscellaneous areas separately. The pattern and
relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha -
Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas that
could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion of
the soils or miscellaneous areas in a mapped area are not uniform. An area can be
made up of only one of the major soils or miscellaneous areas, or it can be made up
of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil material
and support little or no vegetation. Rock outcrop is an example.
11

Custom Soil Resource Report
Pender County, North Carolina
KuB—Kureb fine sand; 2 to 6 percent slopes
Map Unit Setting
National map unit symbol., 3wwk
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 280 days
Farmland classification: Not prime farmland
Map Unit Composition
Kureb and similar soils: 85 percent
Minor components: 5 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Kureb
Setting
Landform: Ridges on marine terraces, rims on Carolina bays
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional): Crest
Down -slope shape: Convex
Across -slope shape: Convex
Parent material. Eolian sands and/or sandy fluviomarine deposits
Typical profile
A - 0 to 3 inches: fine sand
E - 3 to 26 inches: sand
CISh - 26 to 89 inches: sand
Properties and qualities
Slope: 0 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Excessively drained
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat): High to very high (5.95
to 19.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of pending: None
Available water storage in profile: Very low (about 1.8 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 7s
Hydrologic Soil Group: A
Minor Components
Leon
Percent of map unit. 3 percent
Landform: Flats on marine terraces
Down -slope shape: Linear
Across -slope shape: Concave
12

Custom Soil Resource Report
Murville, undrained
Percent of map unit: 2 percent
Landform: Depressions on marine terraces, flats on marine terraces
Down -slope shape: Concave
Across -slope shape: Concave
LnA—Leon fine sand, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol. 3wwl
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period. 200 to 280 days
Farmland classification: Farmland of unique importance
Map Unit Composition
Leon and similar soils: 80 percent
Minor components: 5 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Leon
Setting
Landform: Flats on marine terraces
Down -slope shape: Linear
Across -slope shape: Concave
Parent material. Sandy fluviomarine deposits and/or eolian sands
Typical profile
A - 0 to 5 inches: fine sand
E - 5 to 17 inches: fine sand
Bh - 17 to 51 inches: fine sand
E' - 51 to 59 inches: fine sand
B'h - 59 to 95 inches: fine sand
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Runoff class: Very high
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.20 to 1.98 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding. None
Frequency of ponding: None
Available water, storage in profile: Low (about 4.0 inches)
Interpretive groups
Land capability classification (irrigated): None specified
13

Custom Soil Resource Report
Land capability classification (nonirnigated): 4w
Hydrologic Soil Group: A/D
Minor Ccmp—anents
Murville, undrained
Percent of map unit: 5 percent
Landform: Depressions on marine terraces, flats on marine terraces
Down -slope shape: Concave
Across -slope shape: Concave
14

References
American Association of State Highway and Transportation Officials (AASHTO). 2004.
Standard specifications for transportation materials and methods of sampling and
testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife Service
FWS/OBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils
in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S.
Department of Agriculture Handbook 18. http://www.nres.usda.govtwps/portal/nres/
detail/national/soils/?cid=nres 142p2_054262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making
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detail/national/landuse/rangepasturencid=stelprdb l 043084
15

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n res/detail/soils/scientists/?cid=n res 142 p2_054242
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16

A�
NODE R
North Carolina Department of Environmer}t and Natural Resources
Pat McCrory
Governor
April 29, 2014
ITT S '7�aille1"1
To: Georgette Scott
Stormwater Supervisor
Division of Energy, Minerals and Land Resources
From: Jim Gregsort
Division of Water Resources
Wilmington Regional Office
Subject: Pavilion at Olde Pointe Surface Water Sampling
Pender County
John E. Skvarla, III
Secretary
Please find the attached surface water sampling test results and narrative for the Subject project.
Chloride samples were collected %2 mile downstream of the project site by Spangler Environmental,
Inc. and submitted to a certified laboratory for analysis. Lab results indicate that the total chloride
concentrations at the two sample locations were well below 500 mg/l (SW-1 and SW-2). An
additional sample collected at the project site was also well below 500 mg/l.
I inspected the sample locations today and concur that, based on the general topography of the area,
this area is not tidally influenced. Sample results indicate that the total chloride concentrations 1/2
mile downstream from the project boundary are less than that required to meet "tidal salt water"
standards per 15A NCAC 02B .0202. Because both of the sample locations were unnamed
tributaries to Old Topsail Creek, the classification at the point of sampling would be "C".
Hopefully we can get additional guidance for future projects that require chloride sampling (e.g.,
timing of sampling relative to tidal cycle and rainfall events, number of samples, certified
laboratory requirements, etc. In this case, based on the topography, additional samples or the
timing thereof, would not have made a difference in the results.
Attachments
127 Cardinal Drive Extension, Wilmington, North Carolina 28406
Phone: [phone]M Internet; www.nodenr.gov
An Equal Opportunity IAifirmaliiveAclion Employer -Made in part by recycled paper

PANG LER
ENVIRONMENTAL, INC.
Environmental manning Environmental Permitting Enviromnentai Consulting -Environmental Construction Management Expert Testimony
To: Jim Spangler
From: Cal Rieder
RE: Pavilion at Olde Pointe surface water sampling Hampstead, NC
Date: March 6, 2014
On February 25, 2014 a representative of SEI visited the above referenced site located in Hampstead, NC to
collect surface water samples in representative areas around the subject property. The surface water samples
collected were analyzed for possible chloride content. Results from samples taken and the representative
locations are included as attachments to this memo.
The surface water samples were collected in three representative locations in unpreserved 250 milliliter plastic
containers. The samples were placed in a cooler, packed with ice, and delivered under chain -of custody to Con -
Test Analytical Laboratory in East Longmeadow, MA. The water samples were analyzed for Total Chloride
(method SM18-20 4500 CL B). The locations of the samples were GPS located using a Trimble Geo. XH hand-
held unit and plotted on the attached map.
SamDle Results Table:
nSale Total Chloride m 23
23
19
Attachments:
Sample Location Map
Surface Water Analytical Results (Con -Test)
4338 Bland Road Raleigh, N.C. 27609 phone [phone] fax [phone]
TOLL FREE 1-866-SPANGLER www.spanglerenviroramual com

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