SW8140814_HISTORICAL FILE_20140903

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 LLA�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
® HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
201-A o q o 3
YYYYMMDD

NIMA
rs
NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
September 3, 2014
D. Logan, President
Logan Developers, Inc.
60 Gregory Road, Suite I
Belville, NC 28451
Subject: State Stormwater Management Permit No. SW8 140814
Cottage Grove
High Density Subdivision infiltration Basin Project
New Hanover County
Dear Mr. Logan:
John E. Skvada, III
Secretary
The Wilmington Regional Office received a complete, Stormwater Management Permit Application for
Cottage Grove on August 28, 2014. Staff review of the plans and specifications has determined that
the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC
2H.1000 and Session Law 2008-211. We are forwarding Permit No. SW8 140814, dated September 3,
2014, for the construction, operation and maintenance of the BMP's and built -upon areas associated
with the subject project.
This permit shall be effective from the date of issuance until September 9, 2022, 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 changes of 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 any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings
(OAH). The written petition must conform to Chapter 150B of the North Carolina General Statutes, and
must be filed with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH
with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing
process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or
visit their website at www.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 Chris
Baker in the Wilmington Regional Office, at [phone].
Sin
9�Tracy Wvis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/csb: G:\WQS\Stormwater\Permits & Projects\2014\140814 HD\2014 09 permit 140814
cc: Christopher Millis, P. E., Paramounte Engineering, Inc.
New Hanover County Inspections
New Hanover County Engineering
Wilmington Regional Office Stormwater File
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilminaton, North Carolina 28405 • [phone] / Fax: [phone]

State Stormwater Management Systems
Permit No. SW8 140814
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION INFILTRATION BASIN 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
Logan Developers, Inc.
Cottage Grove
Middle Sound Loop Road, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of an infiltration basin in compliance with the
provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter jointly and
individually 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 September 3, 2014 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.
This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.8 of this permit. The subdivision is permitted for
24 lots, each allowed a maximum of 5,500 square feet of built -upon area.
3. The total maximum amount of built -upon allowed for this project is 175,635
square feet, as listed in the application documents.
4. The system can store at least 2.5 times the minimum design storm, therefore
neither an LSNFS nor an offline bypass are required.
5. All stormwater collection and treatment systems must be located in either public
rights -of -way or dedicated common areas or recorded drainage 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.
6. The project shall provide and maintain a 50-foot-wide buffer adjacent all surface
waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of both sides of streams and rivers, and
the mean high water line of tidal waters.
7. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 140814
[]
The following design elements have been approved for this infiltration basin
stormwater facility, and must be provided in the system at all times.
a. Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
Lots at 5,500 ft2:
Roads/Parking, ft2:
Other, ft2:
Offsite, ft2:
c. Basin Depth, feet:
d. Design Storm, in:
e. Bottom Elevation, FMSL:
f Permitted Surface Area @Bottom, ft2
g Permitted Storage Volume, ft3:
h. Storage/Bypass Elevation, FMSL:
i Type of Soil:
j. Expected Infiltration Rate, in/hr:
k. Time to Draw Down, hours:
I. Receiving Stream / River Basin:
m. Stream Index Number:
n. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
8.07
351,500
N/A
175,635
132,000
37,000
6,635
N/A
2.1
1.5
23.0
8,727
22,502
27.5
Johnston
0.8
37.7
Howe Creek / Cape Fear
18-87-23
"SA;ORW >'/2 mile"
The permittee shall not alter any aspect or any component of the approved
stormwater drainage and collection system, or pipe any ditches or swales shown
on the approved plans, except for a minimum driveway pipe, unless and until the
permittee shall have submitted a modification to the permit and received approval
from the Division. Additionally, the permittee shall not allow any homeowner, lot
owner, builder or developer to alter any aspect or any component of the
approved stormwater collection system or to pipe any ditches or swales shown
on the approved plans, except for minimum driveway crossings, unless and until
the permittee shall have submitted a revision to the permit and received approval
from the Division.
The permittee shall routinely monitor the project to ensure that the proposed
built -upon area for the entire project including lot BUA, streets, recreation
facilities and sidewalks, does not exceed the permitted maximum allowable built -
upon area. Where the permittee finds a noncompliance with the permit on an
individual lot, the permittee shall notify the lot owner in writing, requiring
remediation of the noncompliance within a reasonable time frame, and shall
follow-up to ensure that the noncompliance has been resolved.
3. The permittee is responsible for approving and monitoring all driveway pipe
installation on individual lots. The permittee shall assure that all piping shall be
that minimum amount and diameter necessary to adequately pass the drainage
underneath the driveway, while maintaining a 3:1 side slope.
4. The permittee shall not approve any lot plan where the permitted maximum BUA
limit is exceeded, or where piping of ditches or swales is proposed, or where
excessive driveway piping is proposed, without first submitting a permit
modification and receiving approval from the Division.
5. 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 8

State Stormwater Management Systems
Permit No. SW8 140814
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.
6. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Redesign or addition to the approved amount of built -upon area.
C. Further subdivision, acquisition, or sale of all or part of the project area.
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.
7. The Director may determine that other revisions to the project should require a
modification to the permit.
8. 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.
9. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately. Infiltration systems should not be used
as erosion control devices, due to the potential clogging. If the stormwater
system was used as an Erosion Control device, it must be restored to design
condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
10. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, 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.
11. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function as designed. The approved Operation and Maintenance Agreement
must be followed in its entirety and maintenance must occur at the scheduled
intervals listed in the O&M Agreement.
12. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DENR. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 140814
13. 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 140814, as issued
by the Division 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.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division.
f. The maximum built -upon area per lot is 5,500 square feet. This allotted
amount includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools.
g. All affected lots shall provide a 50-foot-wide buffer 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.
h. Lots within CAMA's Area of Environmental Concern may be subject to a
reduction in their allowable built -upon area due to CAMA regulations.
i. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters which drain to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
j. Built -upon area in excess of the permitted amount will require a permit
modification.
k. Any individual or entity found to be in noncompliance with the provisions of
a storrmwater management permit or the requirements of the stormwater
rules is subject to enforcement procedures as set forth in G.S. 143 Article
21.
14. 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.
15. Prior transfer of the permit, the stormwater facilities must be inspected by the
Division and must be in compliance with all permit conditions. Any items not in
compliance must be repaired or replaced to design condition prior to the transfer.
Records of maintenance activities performed to date will be required.
16. This permit shall become voidable unless the facilities are constructed in
accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 140814
III. GENERAL CONDITIONS
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 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 of the terms and conditions of this
permit until such time as the Director approves the transfer request.
3. Any individual or entity found to be in noncompliance with the provisions of this
storrmwater management permit or the requirements of the Stormwater Rules is subject
to enforcement procedures as set forth in G.S. 143 Article 21.
4. Permanent seeding requirements for the stormwater control must follow the guidelines
established in the North Carolina Erosion and Sediment Control Planning and Design
Manual.
5. 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) which have jurisdiction.
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.
The permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and reissuance or termination does not
stay any permit condition.
8. The Permittee grants permission to staff of the DENR to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
9. Approved plans, supplement forms, O&M Agreements and specifications for this project
are incorporated by reference and are enforceable parts of the permit. A copy of this
permit, the supplement forms, the Operation and Maintenance Agreements, and the
approved plans and specifications shall be maintained on file by the Permittee at all
times.
10. The permittee shall submit a permit renewal application at least 180 days prior to the
expiration date of this permit. The renewal application shall include the required
application, appropriate application fee and documentation.
Permit issued this the 3rd day of September, 2014.
NO TH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Tracy Dav , P.E., Dire r
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 140814
Cottage Grove Page 1 of 2
Stormwater Permit No. SW8 140814
New Hanover County
Designer's Certification
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 140814
Certification Requirements:
Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the level spreader / vegetated filter strip.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DEMLR Wilmington Regional Office
New Hanover County Building Inspections
Page 8 of 8

- DWQ USG ONLY -
Date Received
Fee Paid
Permit Number
of 1053�
SGv
Applicable R les: n Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph 11 - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form any be photocopied for use as nit original
1. 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.):
2. .Location of Project (street address):
234 Middle Sound Loop Road
City:Wilmington County:New Hanover 7ip:28411
3. Directions to project (from nearest major intersection):
The project is located on the south side of Middle Sound Loop Road approx. 0.25 miles from the intersection
4. Latitude:34° 16' 06" N Longitude:77° 49' 02" W of the ny'i l entrance to the projU.
BY:-------
IL PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tReneumis With nurdiftcations also requires SWLI-102 - Reaepal Application Forur
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 DWQ
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):
❑LAMA Major
®Sedimentation/Erosion Control:
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
ac of Disturbed Area
b.lf any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permitpending
5. Is the project located within 5 miles of a public airport? �No UYes
If yes, see S.L. 2012-200, Part Vl: httx portol.ncdenr.or web/wq/ws/su/statesw/rules laws
c ,
oim.SWU101. Version 06Aug320l2i aPnLo lii fib J❑ui , 7.;. ., r, a t:•ss` :I!(tL '•i t Uteri

III.
CONTACT INFORMATION
La. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/ Organization: Logan Developers Inc.
Signing Official & Title:D Logan, Merrb�7
b. Contact information for person listed in item 1 a above:
Street Address:60 Greeory Road, Suite 1
City:Belville
Mailing Address (if
City:
Phone: (910 ) 452-7175
Email:[e-mail]
State:NC
Fax: (910 ) 452-2135
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/1
Signing Official &
b. Contact information for person listed in item 2a above:
Street
City: State:
Mailing Address (if applicable):
City: State:
Phone: ( ) Fax:
AUG 2 8 2014
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other,
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: Stat<
Phone: ( ) Fax:
4. Local jurisdiction for building permits:
Point of Contact: Phone #:
� 67 VJ Penn S\WII 10 r',Version`66A66 012 •: Pale hot,{fc „iH{

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff will be conveved via a storm sewer system to an infiltration basin
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 Il - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 9.41 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': 8.07 (1.34 ac. within "propertv boundarv" is not waded to outfall into BMP) acres
Total project area shall be calculated to exclude tyre following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHM line or Mean High Water
(MHW) line, and coastal wetlands landeonrd from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BLIA). Norr-coastal rwetiands landevard 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 = 50
9. I -low many drainage areas does the project have?l (For high density, count 1 for each proposed engineered
storrnwater BMP. For lotw 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
Drainage Area 1
Drainage Area
Drainage Area
Drainage Area
Receiving Stream Name
Howe Creek
Stream Class
SA (greater than
1/2 mile),
OR W
Stream Index Number*
18-87-23
Total Drainage Area (sf)
351,500
On -site Drainage Area (so
351,500
Off -site Drainage Area (so
0
Proposed Impervious Area** (so
175,635
Impervious Area** total
50
Impervious** Surface Area
Drainage Area I
Drainage Area _
Drainage Area
Drainage Area
On -site Buildings/Lots (so
132,000
On -site Streets (so
37,000
On -site Parking (sf)
0
On -site Sidewalks (so
6,200
IV
Other on -site (so
435
w
Future(so
0
AUGZ
Off -site (sf)
0
Existing BUA*** (so
0
BY:
�—
Total (so:
175,635
Stream Class and Index Number can be detennined nt: Irltp://portal.ncdenr.wry/curb/enrl(jrs/rsu/rincsi iinliwns
�.,': tiForin!SWU.10'irl::Version 06Aug2(11P ,;-s r,n__0._5i.w.,y..;=

" Impervious area is defined as the built upon area including, but not liniuted.fo, 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 neeo BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DWQ Central Office staffto check ifthe project is located nvithin a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwatei 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
fromhttp://portal.ncdetir.orgZweb/wq/ws/su/bn)p-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available fromhttp://portal.ncdennorE/web/wg/ws/su/statesw/forms does. Thecomplete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map athttp://portal.ncdennorg/web/wq/ws/su/rnapss.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.nccietir.org/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. r ^
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants CV✓y�
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
a reement(s) for g each BMP
,
4. Permit application processing fee of pnln61e to NCDENR. (For an Express review, refer to i
http://www.envhelp.org/pages onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for _
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the /w^
receiving stream drains to class SA waters within 1/2mile 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:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale. ECEIVE
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevatio . if AUG 2 9 201�
impounded structures, the banks of streams and rivers, the MHW or NHW lin tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of i%Tmnrlezt
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
in. 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.
„i, �. ;•;
' ::: d,onl W.0 101 hi Version 06A6c201' )-r(,, ;,:nil?ag­� 4 of}:6` 1, ._.d:iu 6 ouone-i,

o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SFIWf elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verily the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 5832 Page No:1284
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 21-1.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretarv.state.nc.uS/Corporations/CSeareli.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from
http://portal.ncdenr.org/web/wq/ws/suZstatesw/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 DWQ, 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:Chris Millis
Consulting Firm: Parmounte Engineering, Inc.
Mailing Address:5911 Oleander Drive, Suite 201
City:Wilmington State:NC Zip:28403
Phone: (910 ) 791-6707
Email:[e-mail]
Fax: (910 ) 791-6760
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been fitted 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 naore of person
lister) in Contact Information, item 'la) with (print or type name (forgmrization listed in
Contact Inforruation, item 'In) to develop the projectkioV��copy of
the lease agreement or pending property sales contract has been provided with ubittYl, w iicl 1 ates the
party responsible for the operation and maintenance of the stormwater system. 11 dUG 2 9 2O9b
4,�sf'omiSWU101 Uerston'O6�ti��2111� -.fn ';Pn<osnti.Gl °s, ,{�wt � t>.� r�,�„'`+ a; -

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 DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signatu
before me this
Date:
a Notary Public for the State of . County of
do hereby certify that
day of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
y1I\II
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1a) D Logan
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A 1*��C 2H .1000 and any other applicable state stormwater requirements.
Signatu
Date: 8 lal Ij�
I, \ i(wa��fY� a Notary Public for the State of NC- County of
�1
`t )M(%W k do hereby certify that personally appeared
before me this 2l day of l�}S 2'OA and acknowle e the due execution of the application for
a stormwater permit. Witness my hand and official seal,
NOTARY
PUBLIC
Ky'ICK
SEAL
My commission expires fjq- I1 I0u
ECEIVE
AUG 2 8 2014
Form S W U-101 Version 06Aug2012 Page 6 of 6

Permit No'L �9j7O( /�
(to be provided by DWQ)
O?Of W A rE.,,
EL STORMWATER MANAGEMENT PERMIT APPLICATION FORM o�t
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION 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.
Project Name
Contact Person
Phone Number
Date
Drainage Area Number
Drainage area
Impervious area
Percent impervious
Design rainfall depth
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr discharge
Post -development 1-yr, 24-hr discharge
Pre/Post 1-yr, 24-hr peak Flow control
Storage Volume: Non -SA Waters
Minimum design volume required
Design volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum required volume
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage Surface Area
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom Surface Area
351,500.00
ft2
175,635.00
112
49.97
%
1.5'
in
in
3,85
Whir
ft3/sec
ff3/sec
ff3/sec
21,956.00
113
22,502.00
ff3 OK for non -SA waters
ff3
it3
ff3
ff3
ff3
Johnston (JO)
0.80
Whir
21.00
fmsl
1.57
days
3.00
:1
23.00
fmsl
25.10
fmsl
12,711.00
f'
29.00
fmsl
240.00 It
70.00 It
8,727.00 ft2
OK
OK
OK
ECEIV E
AUG 2 9 2014
BY:
Form SW401-Infiltration Basin-Rev.5 11Apr2011
Pans I. 811, Desigr. 3umnlary, Page 1 of 2

Permit No.
Additional Information
(to he provided by DWQ)
Maximum runoff to each inlet to the basin?
n/a
ac-in
Maximum of 2 acre -inches allowed
Length of vegetative filter for overflow
n/a
It
OK
Distance to structure
715.00
k
OK
Distance from surface waters
nla
k
OK
Distance from water supply well(s)
n/a
It
OK
Separation from impervious soil layer
n/a
n/a
k
OK
Naturally occuring soil above shwl
It
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK -
Bypass provided for larger storms?
Y
(Y or N)
OK
Pretreatment device provided
CB / Sump
ECF-rvr=
AUG 2 9 2014
BY.�-
Form SW401-Infiltration Basin-Rev.5 11Apr2011 .. ..
Parts I. 8 11. Design Summary, Page 2 012

Permit No.
(to be provided by DWQ)
III:"REQUIREDI TEMS CHECKLIST -a, :Tj a r
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.
C— 3"fl
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 RatlonaYO-coegeent per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
� '�""""
C,�L
6-3 Q
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
e-50
- Bypassstructure,
- Maintenance access,
- Basin bottom dimensions,
- Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
- Vegetated filler, and
- Pretreatment device.
c/.I
/
C'_3,
3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
eir^-^'y
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
1
C 31
6. A construction sequence that shows how the inftlration basin will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations.
C
f
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
ECIEIVE
AUG 2 8 2014
BY:
, , Form SW401-Infiltration Basm-Rev4Pa e1 of:1�...i .n -t-.:.
°Part III. -Required Items Checklist; Paged oh1 • mot..

High Density Residential Subdivisions
:J Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built -upon"
area consistent with the design criteria used to size the stormwater control facility.
I, D Logan , acknowledge, affirm and agree by my signature below, that I will cause the
following deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended -to egsur q ng compliance with State Stormwater
Management Permit Number jlrljS/�`�Y/ �as issued by the Division of Water Quality under the
Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is 5.500 square feet. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does
not include raised, open wood decking, or the water surface of swimming pools.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
This allotted amount includes any built -upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming
pools.
7. Each lot will maintain a 30** foot wide vegetated buffer between all impervious areas and surface
waters.
**50 foot for projects located in the 20 coastal counties.
8. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional measures.
ECIEeVE
AUG 2 8 2014
Form DRPC-3 Rev.2-05Nov2009 :::..:Page 1 oF2 ,.::i�,

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
S
I, a Notary Public in the
State of fJC County of dV1J\s1\S\A QK
do hereby certify that personally appeared
before me this the 2-\ day of \i�'kQuca 20 \4 , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
CJ�
Signature
My Commission expires Oq \� rl0\lD
SEAL
SA
NOTARY
PUBLIC
1�G2 �U
"+,yS'�y
�CK ca
ECEIVE
AUG 2 8 20%
By:-------
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 2

MEMORY TRANSMISSION REPORT
TIME :09-04-2014 15:22
FAX NO.1
NAME
FILE NO.
515
DATE
09.04 15:16
TO
: a 94522135
DOCUMENT PAGES
9
START TIME
09.04 15:18
END TIME
09.04 15:22
PAGES SENT
9
STATUS
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—SUCCESSFUL TX NOTICE—
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.r
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Pat McCrory, Governor FAX COVER SHEET John E Skvarla III, Secretary
Date: / A/"/
To: J2' Z'
Fax: 7`5
Re:
-GrJ
No. Pages (excl. cover):
From: Jo Casmer
Phone: [phone]
Fax: [phone]
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

MEMORY TRANSMISSION REPORT
FILE NO.
DATE
TO
DOCUMENT PAGES
START TIME
END TIME
PAGES SENT
STATUS
514
09.04 15:16
a 97916760
9
09.04 15:16
09.04 15:18
9
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TIME :09-04-2014 15:18
FAX NO.1
NAME
'SUCCESSFUL TX NOTICE'
3tata oT North Cnrvdlnn
DepnRment oT Env 4on wont rnd Nn<urwl Hurouraoa
Wllm logfnn Ragtonnl OMoe
Poe McGYory� Governor FAX COVER 9IIEffiT J hn 6SMnr/o Ol, sonretary
No. Pages <.I- cover):
Prom: Jo
Phone: (yj11]720: 336
Re: G� l/ �—TFJ9G Cr/�OyG.
]27 CwMinel D�Ive ftzlmelovWllminp�vnNC 28705 � (9 (0) 796--1213 � M Iiqusl Onpvemv\ty Af(nmwdvn ARlon I1�nployer

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Pat McCrory, Governor FAX COVER SHEET John E Skvarla III, Secretary
Date: /✓�7 /(
To:
Fax:
Re:
No. Pages (excl. cover):
From: Jo Casmer
Phone: [phone]
Fax: [phone]
fiirr / � � s s -V,� �/ - '4a /- '5/ ef- z
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

PARAMOUNTL,
5 9 1 1 OLEANDER DR I V E S U I T E 2 0 1 4062
t6� ]'/!
W I L M ING TO N, N C 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F) 90
'4
L E T T E R O F T R A N S M I T T A 1.
To:
NCDENR
Date
8/29/14
127 Cardinal Drive Ext.
Wilmington, NC 28403
Re:
Cottage Grove
Attn:
Chris Baker
Project No.
14197.PE
e are scndin
® Originals
® Prints
❑ Shop Drawings
® Calculations
❑ Correspondence
® Plans
❑ Specifications
® Other as listed below
he following items-:
Quantity
Date
Dwg. No.
Description
2
24"x 36" Design Documents (REVISE) C-3.0 & C: 5.0)
2
Form SWU-101 (REVISED PG. 6 FOR NEW DEI_?D)
I
NI.'W DF:13D
Issue Status: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ I'or Review and Comment ❑ Approved as Noted ❑ Sec Remarks
E�CEIV
fi coon Taken: ❑ No xceptions Taken E] Make Corrections Noted t mend & Resubmit
❑ Rejected - See Remarks El Approved as Submitted E] Other
AUG 2 9 MR
Remarks: BY'

PARAMOUNTE
E N G I N E E R I N C. 1 N C.
5 9 1 1 G L E A N D E R D R I V E S U I T E 2 0 1
W I L M I N G T O N N C 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O ) 9 1 0- 7 9 l- 6 7 6 0 ( F)
L E T T E R O F T R A N S M I T T A L
To:
NCDENR
Date
8/28/14
127 Cardinal Drive Ext.
Wilmington, NC 28403
Re:
Cottage Grove
Ann:
Chris Baker/Cameron Weaver
Project No.
I 14197.PE
e are sendin �:
®
Originals
®
Prints
❑ Shop Drawings
® Calculations
❑
Correspondence
®
Plans
❑ Specifications
® Other as listed below
he following items:
Quantity
Date
Dwg. No.
Description
2
24"x 36" Design Documents
2
Form SWU-101 (I original, I copy)
I
Form S\V-401 Infiltration Basin Supplement / O&M Agreement
I
DRPC-3 — Decd Restrictions — I ligh Density
I
Check for application fee (S4000)
t
Stonnwater Narrative
I
Deed
1
NC Secretary of State Info
Issue Status:
®For Approval ElAs
Requested ❑ Consnnction
El
❑ For Your Use
❑ For Review and Comment
❑ Approved as Noted
❑ Sec Remarks
coon Taken: ❑ No l3xceptlons Takcn ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other C;F I E
Remarks: R AUG 2 8 2014
Cc: Signed:
is Millis. PE

Cottage Grove
Middle Loop Sound Road
NEW HANOVER COUNTY, NC
STORMWATER NARRATIVE
Prepared for:
Logan Developers, Inc.
60 Gregory Road, Suite 1
Belville, NC 28401
Prepared by:
PARAMOUNT'E
5911 Oleander Drive, Suite 201
Wilmington, NC 28403
NC License #: C-2846
Project #14197.PE
August 2014
VEIf Y
EfA
AUG 2 8 2014
y\ CAR
p •. 's
.7 `
SCAL ; N
y ; 36235
C J

Cottage Grove
Masonboro Loop Road
NEW HANOVER, NORTH CAROLINA
Project #14197.PE
Table of Contents
Design Narrative
Proposed Improvements
Maintenance
Erosion and Sedimentation Control Specification
New Hanover County Soils Map
USGS Map
Secretary of State Documents
Deed
Stormwater Calculations
Wetland Approval Letter
Soils Report
Page

DESIGN NARRATIVE
Logan Developers, Inc. proposes to construct a 24 lot residential neighborhood off of Middle
Sound Loop Road. As a result, please find this design narrative, plans, and supporting
calculations. The address of the property is 234 Middle Sound Loop Road, Wilmington, NC
with a latitude and longitude of 34°16'06"N, 77°49'02"W (Deed Book 1713, page 910). In the
calculations, the total onsite stormwater boundary is 8.06 acres. The property drains to Howe
Creek (SA) but is greater than 1/2 mile therefore we will designing to the LY storage volume
standard. For this site based on configuration, the stormwater will be treating using an
infiltration basin. Enclosed is the soils report that depicts the seasonal high water table and
infiltration rate used for the sizing of the infiltration basin.
All stormwater runoff will be directed by way of a storm sewer system to an adequately
designed stormwater BMP. The stormwater BMP on the site include an infiltration basin. The
BMP has been designed to meet the State's stormwater quality requirements, as well as, New
Hanover County quantity (pre/post) demands. Please find all supported calculations within the
following pages of the report.
MAINTENANCE
Contractors shall be responsible for periodic inspection and maintenance of all indicated
erosion control devices in accordance with the plans and specifications. In addition, inspection
and any necessary maintenance will be required immediately following any significant storm
event. Sediment will need to be removed from behind silt fencing as described on the Erosion
Control Plan. Vegetative cover will be fertilized and reapplied as necessary to promote a
vigorous stand.
Page 1

EROSION AND SEDIMENTATION CONTROL SPECIFICATION
PART 1-GENERAL
1.1 RELATED DOCUMENT
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
1.2 WORK INCLUDED
A. Contractor shall take every reasonable precaution throughout construction to prevent the
erosion of soil and the sedimentation of streams, lakes, reservoirs, other water impoundments,
ground surfaces, or other property as required by State and Local regulations.
B. Contractor shall, upon suspension or completion of land -disturbing activities, provide
protection covering for disturbed areas. Permanent vegetation shall be established at the
earliest practicable time. Temporary and permanent erosion control measures shall be
coordinated to assure economical, effective, and continuous erosion and sediment control
throughout the construction and post construction period.
1.3 RELATED SECTIONS
A. Related Sections — The following Sections contain requirements that relate to this Section:
1. 01011 — Existing Underground Utilities
2. 01015 — Special Conditions for this Contract
3. 01070 — Shop Drawings, Project Data & Samples
4. 02200 — Earthwork, Excavation Trenching, and Backfilling
5. 02230 — Site Clearing
6. 02240 — Dewatering
7. 02485 — Seeding General Areas
1.4 REGULATORY REQUIREMENTS
A. Contractor shall be responsible for prevention of damage to properties outside the construction
limits from siltation due to construction of the project. The Contractor will assume all
responsibilities to the affected property owners for correction of damages that may occur.
Erosion control measures shall be performed by the Contractor, conforming to the requirements
of, and in accordance with plans approved by applicable state and local agencies and as per the
erosion control portion of the construction drawings and these specifications. The Contractor
shall not allow mud and debris to accumulate in the streets. Should the Contractor pump water
from trenches during construction, appropriate siltation preventative measures shall be taken
prior to discharge of pumped water into any storm drain or stream.
Page 1 ,

PART 2-PRODUCTS
2.1 Open mesh biodegradable mulching cloth.
2.2 Fertilizer shall be 10-10-10 grade or equivalent.
2.3 Lime shall be dolomitic agriculWral ground 1 limestone containing not less than 10 percent
magnesium oxide.
2.4 Phosphate shall be 20 percent super phosphate or equivalent.
2.5 Provide grass seed mixture as shown on the plans.
2.6 Silt fence shall consist of non -biodegradable filter fabric (Trevira, Mirafi, etc.) wired to
galvanized wire mesh fencing and supported by wood or metal posts.
2.7 NCDOT Class B stone for erosion control.
PART 3 - EXECUTION
3.1 CLEARING
A. Clearing and grubbing shall be scheduled and performed in such a manner that subsequent
grading operation and erosion control practices can follow immediately thereafter. Excavation,
borrow, and embankment operations will be conducted such that continuous operation. All
construction areas not otherwise protected shall be planted with permanent vegetative cover
within 15 working days after completion of active construction. All slopes shall be planted
within 21 calendar days after completion of such activity.
3.2 STABILIZING
A. The angle for graded slopes and fills shall be no greater than the angle that can be retained by
vegetative cover or other adequate erosion control devices or structures. All disturbed areas not
to be paved and left exposed will, within 21 calendar days of completion of any phase of
grading, be planted or otherwise provided with either temporary or permanent ground cover,
devices, or structures sufficient to restrain erosion. All slopes steeper than 3:1 shall be planted
or otherwise provided with either temporary or permanent ground cover, devices, or structures
sufficient to restrain erosion within 21 calendar days.
3.3 REGULATORY REQUIREMENTS
A. Whenever land disturbing activity is undertaken on a tract, a ground cover sufficient to restrain
erosion must be planted or otherwise provided within 15 calendar days on that portion of the
tract upon which further active construction is to being undertaken.
B. If any earthwork is to be suspended for any reason whatsoever for longer than 15 calendar
days, the areas involved shall be seeded with vegetative cover or otherwise protected against
excessive erosion during the suspension period. Suspension of work in any area of operation
does not relieve the Contractor of the responsibility for the control of erosion in that area.
Page _

PART 4 - CONSTRUCTION PHASE
4.1 PRACTICES
A. Avoid dumping soil or sediment into any streambed or watercourse. Backfill for stream
crossings shall be placed dry and compacted to minimize siltation of the watercourse, where
applicable.
B. Maintain an undisturbed vegetative buffer where possible between a natural watercourse and
trenching and grading operations.
C. Avoid equipment crossings of streams, creeks, and ditches where practicable.
PART 5 - SEDIMENT CONTROL FEATURES
5.1 GENERAL
A. All devices (silt fences, retention areas, etc.), for sediment control shall be constructed at the
locations indicated prior to beginning excavation on the site. All devices shall be properly
maintained in place until a structure or paving makes the device unnecessary or until directed
to permanently remove the device.
5.2 DESIGN APPLICATIONS
A. Mulch shall be used for temporary stabilization of areas subject to excessive erosion, and for
protection of seed beds after planting where required.
1. - Jute, mesh, etc. should be installed as per manufacturer's instructions.
B. Silt fences shall be used at the base of slopes and in drainage swales to restrict movement of
sediment from the site. Straw bales may be required for reinforcement.
C. Riprap shall be used at the proposed outfall pipes as indicated on plans.
D. Establish vegetative cover on all unpaved areas disturbed by the work.
1. Preparation of Seedbed. Areas to be seeded shall be scarified a depth of 6 inches until a
firm, well -pulverized, uniform seedbed is prepared. Lime, phosphorous, and fertilizer
shall be applied during the scarification process in accordance with the following rates.
a. Lime — 2 ton per acre
b. Nitrogen —100 pounds per acre
C. P2O5 — 200 pounds per acre
2. Seeding. Disturbed areas along roads and ditches shall be permanently seeded with 10-
20 pounds per acre of centipede during the period from March through September.
Seeding performed during the period from April to August shall be temporarily seeded
with 40 pounds per acre of German Millet. The permanent vegetative cover will be over
seeded at the earliest possible time as specified above.
3. Mulch all areas immediately after seeding. Mulch shall be applied and anchored as
specified hereinbefore.
Page 3 - _ -

5.3 MAINTENANCE
A. The Contractor shall be responsible for maintaining all temporary and permanent erosion
control measures in functioning order. Temporary structures shall be maintained until such
time as vegetation is firmly established and grassed areas shall be maintained until completion
of the project. Areas which fail to show a suitable stand of grass or which are damaged by
erosion shall be immediately repaired.
5.4 REMOVAL OF SEDIMENT CONTROL DEVICES
A. Near completion of the project, when directed by the Owner's agent, the Contractor shall
dismantle and remove the temporary devices used for sediment control during construction.
All erosion control devices in seeded areas shall be left in place until the grass is established.
Seed areas around devices and mulch after removing or filling temporary control devices.
END OF SECTION 02410
Page 4

Web Soil Survey
http://websoilsurvey.nrcs.usda.gov/app/NVebSoilSiiryey.aspx
I I Unified Soil Classification (Surface) I
I Water Features I
Warning: Soil Ratings Map may not be valid at this scale.
You have zoomed in beyond the scale at which the soil map for this area is intended to be used. Mapping of soils is done at a particular scab
surveys that comprise your AOI were mapped at 1: 15,800. The design of map units and the level of detail shown in the resulting soil map a
that map scale.
Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement
not show the small areas of contrasting soils that could have been shown at a more detailed scale.
Tables — Hydrologic Soil Group — Summary By Map Unit
Summary by Map Unit — New Hanover County, North Carolina (NC129)
Map unit symbol I Map unit name Rating Acres In AOI Percent of AOI
Be Baymeade fine sand, 1 to 6 percent slopes A 1.0 5.1%
10 Johnston soils A/D 5.025.7%
Kr Kureb sand, 1 to 8 percent slopes A 10.9 56.5%'.
Le _ Leon sand A/D 0.7 3.5%
I Mu Murville Me sand A/D 1.8 9.2%:
Totals for Area of Interest - 19.4 100.0%
Description — Hydrologic Soil Group
Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water
infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined
as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to
excessively drained sands or gravelly sands. These soils have a high rate of water transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well
drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water
transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet These consist chiefly of soils having a layer that impedes the downward
movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high
shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are
shallow over nearly impervious material. These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for untrained areas.
Only the soils that in their natural condition are in group D are assigned to dual classes.
Rating Options — Hydrologic Soil Group
Aggregation Method: Dominant Condition
Component Percent Cutoff: None Specified
Tie -break Rule: Higher
FOIA I Accessibility Statement I Privacy Policy I Non -Discrimination Statement I Information Quality I USA.gov I White House
2 of 2 5/8/2014 7:25 PM

,r. o.,. , _ SOSID:0320166
BUSINESS CORPORATION ANNUAL REPOR Dan Filed: Elaine
F. ar hall O Pnl
2�141
Elaine F. Marshall
b 4 North Carolina Secretary of State
NAME OF BUSINESS CORPORATION: Logan Developers, Inc. 2014 150 01713
SECRETARY OF STATE ID NUMBER: 0320166
REPORT FOR THE FISCAL YEAR END: 12/31/2013
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT:. D I LOGAN
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
60 Gregory Road, Suite I
Belville, NC 28451 Brunswick
SECTION B: PRINCIPAL OFFICE INFORMATION
STATE OF FORMATION: NC
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
60 Gregory Road, Suite I
Belville, NC 28451
1. DESCRIPTION OF NATURE OF BUSINESS: Residential Contractor
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL:
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
60 Gregory Road, Suite I
Belville, NC 28451 Brunswick
SECTION C: OFFICERS (Enter additional Officers in Section E.)
NAME: D. I. Logan
TITLE: President
ADDRESS:
60 Gregory Road
Belville, NC 28451
NAME:
TITLE:
ADDRESS:
S. PRINCIPAL OFFICE MAILING ADDRESS
60 Gregory Road, Suite I
Belville, NC 28451
NAME:
TITLE:
ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL REPORT Section D must be completed in its entirety by a person/business entity.
SI NATU 2E DATE
Form must be signed by an officer listE{d`� Section C of this farm.
Laic,-,
PnntorType ame of Officer TITLE
SU13MIT THIS ANNUAL EEQRT.v@TliIkiEBE.4W3Ep_FILLtOF—rEQF:12@',' -1�I1III�IIflllll6ill��
MAIL TO. Secretary of State, Corporations Division, Post Office Box 29525"'Raleigti, NG2782G-05T5,--iP;-��'. - i.• :v r

-•'• race
�r RECORDED 41., y';,ff 1EO 1 7 1 3 091 a
• � NARY Sli_ -• - c(
REGISTER Of C=E DS 11
NEW HANOVER CO. NO.
'93 OCT 28 Riff 11 42
Prepared by: Kenneth A. Shanklin
Attorney at Law
P.O. Box 1347
Wilmington, NC 28402
[phone]
PC1303.DOC 93063.001
NO REVENUE STAMPS
STATE OF NORTH CAROLINA
DEED
COUNTY OF NEW HANOVER
THIS DEED made this _a day of October, 1993, by and
between J. A. COVIL and wife, MAKIN L. COVIL, of New Hanover
County, North Carolina, parties of the first part, hereinafter
referred to as -GRANTORS,- and J. W. COVIL and wife, MAMIE L.
COVIL; as tenants in common, whose mailing address is 7158 market
Street, Wilmington, North Carolina, 28405, parties of the second
part, hereinafter referred to as -GRANTEES.- (The designation
Grantors and Grantees as used herein .shall include said parties, their heirs,
successor* and assigns, and shall include singular, plural, masculine, fsioiee
or neuter as required by contest.)
N I T N E S 8 E T Hf
"oo()C1'HAT WHEREAS, Mr. and Mrs. Covil own various tracts in New
Hanover County either individuklly or as tenants by the entirety;
and
WHEREAS, as part of their estate planning, Mr. and Mrs. Covil
desire to convey certain tracts, as hereinafter described, to
themselves as tenants in common; and
WHEREAS, this instrument is to effect this intent to vest
title in this property in themselves as tenants in common with each
owning a one-half (1/2) undivided interest in this subject
property; and
WHEREAS, as a further part of their estate planning, Mr. and
Mrs. Covil have this date recorded a deed into themselves as
tenants in common for a certain tract known as the -Burger King
Tract;" and
WHEREAS, as a further part of their estate planning, Mr. and
Mrs. Covil have this date recorded a deed into themselves as
CUM 1O:
AENATH A SHA!0(lyl
P. 0. BOX 1347
PfU.TINGiON, IL C 2W
(919) 162-_D4M

BOOK PAGE
1713 0911
tenants by the entirety for their home place which is a part of Lot
or Farm 6 Ogden Place.
NOW, THEREFORE, the Grantors, for a valuable consideration
paid by the Grantees, the receipt of which is hereby acknowledged,
and for the purpose of conveying the hereinafter described property
into themselves as tenants in common, have and by these presents do
grant, bargain, sell and convey unto the Grantees as tenants in
common, in fee simple, all of those certain lots or parcels of land
situated in New Hanover County, North Carolina, being more
particularly described as follows:
TRACT 1:
BEGINNING at an iron axle in or near the Southerly edge
of the Middle Sound Road, said axle being located 244
feet westwardly from the dividing line between Farm Lots
21 and 23 of Ogden Place as shown on the plan thereof
duly recorded in Map Book 2, Page 78, in the Office of
the Register of Deeds of New Hanover County, and from
said beginning point running thence North 33 degrees 5
minutes East 30 feet, more or less, to the Southeastern
corner on said road of Farm Lot No. 22 of said Ogden
Place; thence North 33 degrees 5 minutes East along a
ditch and with one of the Easterly lines of said Farm Lot
No. 22 of Ogden Place 357 feet to an iron axle at the
ditch intersection, a corner of Farm Lot 22 of Ogden
Pldce, runs thence South 57 degrees East along a ditch
and one of the Southern lines of said Farm Lot No. 22,
672 feet to a slight turn in the ditch; thence continuing
with said ditch South 55 degrees 20 minutes East 269 feet
to the Southeastern corner of said Farm Lot No. 22 in the
old Ives White line; running thence South 70 degrees West
with the old Ives White line 480 feet to the Northerly
line of the said Middle Sound Road, thence same course
continues 30 feet, more or less, to said Ives White old
corner on the Southern edge of said Middle Sound Road;
thence Northwardly with the Southern edge of said Middle
Sound Road 640 feet, more or less, to the point of
Beginning, and reference is hereby had to the map of
Ogden Place recorded in Map Book 2, Page 78, as
aforesaid, and being the same lands conveyed to R. N.
Carney by deed duly recorded in Book 25, at Page 551, of
the Office of the Register of Deeds of New Hanover County
SAVING AND EXCEPTING, however, the right of way of the
Middle Sound Road as it crosses over the extreme
Southerly portion of the lands hereinabove described.
TRACT 2:
BEGINNING at a stake or stone int he run of Nanny's
Branch (formerly corner of George Frazee's 48-1/2 acre
-2-

BOOK PACE
1713 0912
tract of land) formerly a corner between Walter P.
Mitchell (now Tena E. Mitchell) and the Keystone Land and
Lumber Company at two Sweet Gum trees and running thence
South 45 degrees 40 minutes West 2200 feet to a stake in
the edge of the proposed new road, thence North 44
degrees 20 minutes West 346 feet to a stake; thence North
45 degrees 40 minutes East 2200 feet to a Maple tree in
the center of Wanney's Branch, thence up the center of
the run of Wanney's Branch to the point of Beginning,
containing 16-1/2 acres, more or less, and being the same
land conveyed to Walter P. Mitchell by Keystone Land and
Lumber Company by deed dated December 29, 1917, and of
record in the Register of Deeds of New Hanover County in
Book 118, at Page 316, and the same land as conveyed to
Tena E. Mitchell by Walter F. Mitchell by deed dated
October 12, 1920, and of record in said Registry in Book
118, at Page 317, and being the same property conveyed by
G. C. McIntire, Commissioner, to K. C. Sidbury, by deed
recorded in Book 376, at Page 261, New Hanover County
Registry.
TRACT 3:
BEGINNING at an iron pipe in the westerly line of Middle
Sound Road, said iron pipe being located 30 feet as
measured at right angle from the center line of said road
and 1,458 feet more or less as measured along the
westerly line of said road from the center line of U.S.
Highway Number 17. Said iron pipe being located Ill feet
more or less, southeasterly from the common corner of
Tract 19 and Tract 21, Ogden Place; running thence South
35 degrees 35 minutes East along the westerly line of
said road 75 feet to an iron pipe; thence South 54
degrees 25 minutes West 125 feet to an iron pipe; thence
North 35 degrees 35 minutes West 75 feet to an iron pipe;
thence North 54 degrees 25 minutes East 125 feet to the
point of Beginning. The same being part of Tract 21,
Ogden Place, as shown on a map by J. L. Becton, C.E., and
duly recorded in Nap Book 2 at Page 78 in the Office of
the Register of Deeds of New Hanover County. The same
also being that tract or parcel of land conveyed by G. W.
Koonce, at ux, to W. V. Natters, at ux by deed dated
April 12, 1952 and recorded April 15, 1952 in Book 460 at
Page 373 of the Registry of New Hanover County.
TRACT 4:
BEING all of that certain lot or Pam No. 13 according to
the official plan of Ogden Place according to the
official plan of *Ogden Place• as prepared by J. L.
Becton, C.E. in July, 1924, and duly recorded in Map Book
2, Page 78, New Hanover County Registry, and being the
-3-

BOOK PAGE
1713 0913
same Lot or Farm described in Book 162, Page 353 of the
New Hanover County Registry.
TRACT S.
Lot No. 22 on a Plat of Hillsdale made by M. H. Lander,
C.H., September 27, 1909, and recorded in the Office of
the Clerk of Court for New Hanover County, Plat Book S,
Page 12. said lot having measurements and boundaries as
follows:
on the North side, a distance of 250 feet by
Lot No. 23; on the East, a distance of 50 feet
by Hillsdale Avenue; on the South, a distance
of 150 feet by Lot No. 21 and on the West a
distance of 50 feet by Lot No. 31.
TRACT f:
BEING all of the remaining real property of the Grantors,
J. W. Covil (a/k/a John W. Covil) and Mamie L. Covil
(a/k/a Maxie Lois Dixon Covil and Mary Lois Covil)
located in New Hanover County, North Carolina, whether
owned by them individually or as joint tenants.
EXCEPTING ROWEVER from the operation of this load, those
certain tracts described in the following instruments:
(1) a deed from J. W. Covil and wife,�Mamie L. Covil, as
tenants by the entirety, to J. W. Covil and wife, Mamie
L. Covil, as tenants in common, recorded in Book 1'71.�,
at Page 9 o a of the New Hanover County Registry for
the property known as the -Burger King Tract,` and (2) a
deed from J. W. Covil and wife, Mamie L. Covil, to J. W.
covil and wife, Maxie L. Covil, as tenants by the
entirety, recorded in Book 1 %1_�, at Page 9 0 i of the
New Hanover County Registry for the property which they
occupy as their home, being a part of Lot 6 of Ogden
Place.
TO HAVE AND To HOLD the aforesaid lots or parcels of land and
all privileges, easements, leases and appurtenances thereto
belonging to the Grantees, as tenants in common, in fee simple
FOREVER, each owning a one-half (1/2) interest.
And the Grantors covenant with the Grantees, their heirs and
assigns, that Grantors are seized of the premises in fee simple,
have the right to convey the Same in fee simple, that title is
marketable and free and clear of all encumbrances, and that
Grantors will warrant and defend the title against the lawful
claims of all persons whomsoever except for the exceptions
hereinafter stated.
CZ

BOOK PAGE
1713 0914
Title to the property hereinabove described is subject to the
following exceptions:
1. Ad valorem taxes for the current year and
thereafter;
2. Restrictive Covenants of record;
3. Easements to public utilities of record;
and
4. Zoning and/or subdivision ordinances and
regulations.
IN WITNESS WHEREOF, the Grantors have hereunto set their hands
and each has adopted as his or her seal the typewritten word -SEAL-
appearing beside each one's signature the day and year first above
written.
STATE OF NORTH CAROUNA (()j
Nm Hanover Coney �v' �7s/ ' (SEAL)
MTMW W An ... d a,ew,ay6d 74 COVIL
rd.a
NwryQ4add nax u/.e meaeA �.y y(
(SEAL)
8 L. COVIL
Th. u< dB � a OGI. H—
STA'PE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, PQm Cram , a Notary Public in and for
New Hanover County, Stater M North Carolina, do hereby certify that
J. W. COVIL and wife, MAKIN L. OOVIL, personally appeared before me
this day and acknowledged the due execution of the foregoing
instrument.
Witness my hand and official seal or stamp, this the
of October, 1993.
(Stamp -seal]
My Commission Expires:
I0-ao-9-7
-5-

Project Name:
Client:
Project Number:
Prepared By:
Date:
Cottage Grove
D. Logan
14197.PE
CWM
8/27/14
Infiltration System Design
Soils Information:
Soil Type =
SHWL =
Infiltration Rate =
Stormwater Quality Requirement:
Drainage Area to System =
Impervious Area =
Impervious
Runoff Coefficent (Rv) _
Req. 1.5'I Runoff Volume =
Volume Provided =
Elevation @ Volume Provided =
Surface Area @ Volume Provided=
Draw Down Analysis:
pARAMOUNTE
Johnston
20.0 EL.
0.8 in/hr
8.07 Ac.
4.03 Ac.
49.96
0.500 in/in
21,956 cf
22,502 cf
24.10 EL.
12,711 sf
Bottom Area of Basin
8,727
sf
Bottom Elevation of Basin
22.0
ft
Soil Column Depth
2.0
ft
Draw Down Time =
1.57
days (from Darcy's Equation)
CONTOUR CONTOUR AREA
INCR.
ACCUM.
VOLUME
VOLUME
[sq ft]
[cu ft]
[cu ft]
22.0
8,727
0
0
23.0
10,532
9,630
9,630
24.0
12,517
11,525
21,154
25.0
14,458
13,488
34,642
26.0
16,455
15,457
50,098
27.0
18,508
17,482
67,580
28.0
20,618
19,563
87,143

20
�0=/2
0
Appendices
� t n-- 07 tL'U
Oar P-y d
��=10Gt5
a 3D.
3 S 10 20 50 100 200 500 1000
Discharge (ft3/sec)
Curves may not be extrapolated.
Figure 8.06a Design of outlet protection protection from a round pipe flowing full, minimum tailwater condition (T. <0.5 diameter).
Rev. 12/93 8.06.3

�(h P-QA -
F2-5-- I
De, �t(
C rc 3D.,
2
4-a/
Appendices
i
s b lU 20 50 100 200 500 1000
Discharge (ft3/sec)
Curves may not be extrapolated.
Figure 8.06a Design of outlet protection protection from a round pipe flowing full, minimum tailwater condition (T. < 0.5 diameter).
R , ¢ie3 8.06.3

20
Q-lel
0
Appendices
9
3
7
50 100 200 500 1000
Discharge (ft3/sec)
Curves may not be extrapolated.
Figure 8.06a Design of outlet protection protection from a round pipe flowing full, minimum tailwater condition (Tw <0.5 diameter).
ke,. 12/93 8.06.3

RFIS July 28, 2014
Soils Engineering and Testing Services
Paramounte Engineering, Inc.
5911 Oleander Drive, Suite 201
Wilmington, North Carolina 28403
Attention: Mr. Tim Clinkscales, P.E., PLS
Reference: Limited Roadway Subgrade Evaluation and
Seasonal High Water Table and Infiltration Testing
Middle Sound Loop Road Tract
Wilmington, North Carolina
RFTS Job No. 1026-14
Dear Mr. Clinkscales:
RFTS has recently conducted a limited evaluation of the subgrade soils within the area of
proposed new subdivision roads on a tract on Middle Sound Loop Road in WilminU on, North
Carolina. This letter describes our field work, presents our findings, and offers conclusions and
preliminary recommendations relating to the suitability of near -surface soil conditions for
pavement subgrade.
We were also requested to estimate the seasonal high watertable at two locations identified by
you and conducted infiltration testing at each location.
PROJECT INFORMATION
The project site is located at 234 Middle Sound Loop Road and is currently the K & M Trailer
Park in New Hanover County, North Carolina. Proposed development consists of a single-flimily
residential subdivision.
As we understand from our conversations with you, Paramounte Engineering is in need of Some
limited information as to groundwater and near -surface soil conditions within the aroa of
proposed new subdivision roads within this tract of land. This information is desired for the
purpose of optimizing design grades with regard to: (a) the type of soils exposed in cat as
roadway subgrade, and (b) the vertical separation of the roadway pavement section from
groundwater or perched water occurring in the subgrade.
The purpose of the seasonal high watertable estimates and the infiltration testing is to provide soil
parameters for stormwater infiltration design.
DESCRIPTION OF FIELD ACTIVITIES
As requested, our staff visited the site on July 12 and 16, 2014, and advanced hand auger borings
to depths ranging from approximately 7 to 10 feet below existing grade at 4 locations (Locations
I, 2, 3, and 6 shown in the sketch attached hereto as Figure 1). These locations were selecte.11 by
you and occur within the proposed roadway area. At each hand auger boring location, the
RPTS. PLLO Committed to Responsive Service Office: 910a:8-1377
1305 3A Carolina Beach Ave N
Carolina Beach. North Carolina 28428 In¢RlLrftsp11c.com Fax 910- 5t 5261

Paramounte Engineering, Inc. July 28, 2014
RFTS Job No. 1026-14 Page Two
encountered soils were visually classified and logged by depth, zones of cementation were noted,
and the depth to standing water in the boreholes were recorded at the completion of augcring.
The logs of these hand auger borings are attached hereto as Table 1.
At Locations 4 and 5 (also shown in Figure 1), we advanced hand auger borings to depths of 117
and 122 inches, respectively. The soils encountered in these borings were visually classified and
logged by depth, soil coloration was compared to a Munsell soil color chart, and the depth to any
standing water in the boreholes was recorded. The logs of these hand auger borings are attached
hereto as Table 2.
Infiltration testing was performed at Locations 4 and 5 using a model 2800 Guelph Permeameter
which is a constant -head device that operates on the Marione siphon principle and is referenced
in ASTM D-5126. The permeameter is used to determine field saturated hydraulic conddctivity in
centimeters per second for soil at a specified depth. This testing involves advancing a borehole to
the desired infiltration depth and introducing water at a constant head to determine the steady
state flow rate from which the hydraulic conductivity can be calculated. The results of this
testing are attached hereto as Table 3.
FINDINGS
Soil Conditions in Roadway Areas
The soil profiles encountered at Locations 1, 2, and 3, consist entirely of clean fine sands (USCS
Soil Group `SP'). At Location 6, most of the profile also consists of clean fine sand, with the
exception of the soils from a depth of 56 inches to the completed boring depth of 80. inches,
which consist of silty fine sands (Group `SM'). The soils encountered from a depth of 16 inches
to 56 inches at Location 6 were observed to be cemented.
No groundwater was encountered at any of the borings advanced within the roadway areas.
Seasonal High Water Table Estimates
Location 4. The soils encountered in this hand auger boring consisted of relatively r'ean fine
sands (USCS Soil Groups "SP" and `SP-SM") through the boring termination depth of 122 inches
below the existing ground surface. No distinct zones of soil cementation were encountered in the
profile at this location. Based on our experience with similar soils and comparisons of the soil
coloration to the Munsell Chart, it is our opinion that the seasonal high water table level occurs
approximately 77 inches below the existing the ground surface. No water was encountered a the
completion of our auger at this location. Our soil logs are presented in Table 2.
Location 5. The soils encountered in this hand auger boring consisted of interbedded relatively
clean fine sands (USCS Soil Group "SP") in the upper 31 inches below the ground surface.
Below the depth of 31 inches and.extending 38 inches clay with sand (USCS Soil Group "CL")
was encountered. From 38 to the boring termination depth of 117 inches, interbedded relatively
clean sands and sands with varying amounts of silt were encountered (USCS Soils Groups "SP",
"SP-SM" and "SM") were encountered. No zones of soil cementation were encountered in the
profile at this location. Based on our experience with similar soils and comparisons of the scil

Paramounte Engineering, Inc.
RFTS Job No. 1026-14
July 28, 2014
Page Three
coloration to the Munsell Chart, it is our opinion that seasonal high water table level occurs
approximately 66 inches below the existing the ground surface. Standing water level at this
location 30 minutes after auger was approximately 114 inches below the ground surface. Our soil
logs are presented in Table 2.
Infiltration Testing
Our infiltration testing at Locations 4 and 5 was performed approximately 18 and 2` inches
below the existing ground surface, respectively. The results of our permeameter testing, as
presented in Table 3, indicates saturated field hydraulic conductivity values of 1.2 and 0.81
inches per hour, respectively.
CONCLUSIONS AND RECOMMENDATIONS
Based on the results of our soil classifications, measurements of the depth to ground water, and
our previous experience with similar soils, we offer the following recommendations for roadway
grading within the areas represented by these borings.
Suitability of Soils as Pavement Subgrade
With the exception of topsoil, the soils encountered in our hand auger borings are all suitable as
to type for use as pavement subgrade. A pavement section consisting of I''/a inches ofNCDOT
SF9.5A bituminous surface course over 6 inches of crushed aggregate base course (ABC) is
considered adequate for subdivision roads under the NCDOT Minimum Construction Standards
for Subdivision Roads for roadways exhibiting these soil types when they are properly c,ompacted
in place and provided with adequate subgrade drainage.
Subgrade Drainage
It is generally desirable to permanently maintain a vertical separation of at least 2 feet between
the level of any groundwater or perched water in the soils and the bottom of the stone in the
pavement section. On this basis, we would expect the subgrade in areas exhibiting the subsurface
conditions of Locations 1-3 to perform adequately with respect to subgrade drainage for
roadways occurring in fill or in cuts up to five feet below grade without implementing special
subgrade drainage measures. However, in areas exhibiting the conditions encountered at
Location 6, there is a potential for shallow perched water to occur after periods of prolonged or
heavy rainfall above the cemented sands encountered at 16 inches below site grade. In areas
where these cemented soils will occur within the upper two feet below the bottom of the
pavement section, they should be removed and replaced with clean sands.
Infiltration Testing
Based on the results of our field testing and soil classifications at the test location, -we offer the
following recommendations for stormwater infiltration design:
At the test locations 4 and 5 it is our opinion that in order to achieve the steady state flow rate
obtained during our testing; the areas of infiltration galleries or other infiltration structures should

Paramounte Engineering, Inc.
RFTS Job No. 1026-14
July 28, 2014
Page Four
introduce stormwater at approximately 18 and 25 inches below the existing ground surface
elevation, respectively. For purposes of sizing the structures we recommend an ultimate
application rate of 1.2 and 0.81 inches per hour, respectively. These recommendations should be
reviewed by appropriate regulatory authorities before finalizing the details of any civil design.
CLOSURE
Please find attached our field data and a sketch showing the approximate hand auger locations. If
you have any questions after reviewing this letter, please do not hesitate to contact us at your
convenience.
Sincerely,
�S, PLLC
.c._)
David L. Winstead
Field Operations Manager
DLW:SDK/dlw
Attachments
a-�
Steven D. Kell P.E.
Senior Enginee
NC Registration No. 17638
CARpz.....,
CCiri:•._ 9
N Al
7638

Table 1
Roadway Soil Classifications
Middle Sound Loop Road Tract
Wilmington, North Carolina
RIFTS Job No. 1026-14
Loc
Soil Description
(USCS Soil Group)
Depth
in.
Comments
_
1
Topsoil
0-8
Yellowish Brown fine SAND (SP)
8-25
Tan fine SAND (SP)
25-31
Yellowish Brown fine SAND (SP)
31-58
Light Brown fine SAND (SP)
58-69
Brown fine SAND (SP)
69-84
No 1420
2
Topsoil with Gravel
0-4
Gray fine SAND (SP)
4-8
_
Brownish Yellow fine SAND (SP)
8-31
Yellowish Brown fine SAND (SP)
31-44
Pale Yellow fine SAND (SP)
44-65
_
Pale Brown fine SAND (SP)
65-80
No 1'2O
Light Brown fine SAND (SP)
80-113
3
Stone
0-5
Possible
Brown fine SAND (SP)
5-25
fill Soil in
Light Yellowish Brown fine SAND (SP)
25-47
the upper 47"
Brown fine SAND (SP)
47-57
Dark Yellowish Brown fine SAND (SP)
57-62
_
_
Light Yellowish Brown fine SAND (SP)
62-72
Yellowish Brown fine SAND (SP)
72-88
Dark Yellowish Brown fine SAND (SP)
88-100
No Ei2O
6
Topsoil
0-6
Dark Gray fine SAND (SP)
6-16
Black fine SAND (SP)
16-26
Cemented
Yellowish Brown fine SAND (SP)
26-35
Cemented
Tan fine SAND (SP)
35-47
Cemented
Dark Brown fine SAND (SP)
47-56
Weakly Cemented
Dark Brown fine SAND with Silt (SM)
56-80
No H ZO

Table 2
Munsell Soil Classifications
Proposed Stormwater Pond
Middle Sound Loop Road Tract
Wilmington, North Carolina
RIFTS Job No. 1026-14
Loc
Soil Description
Hue
Value
Chroma
Depth
(in.)
Comments
4
Topsoil
0-8
Possible
Yellowish Brown fine to
medium SAND
1 OYR
5
4
8-31
fill soil in
_
Light Yellowish Brown fine to
medium SAND
1 OYR
6
4
31-44
the upper 70"
Yellowish Brown fine to
medium SAND
1 OYR
5
4
44-70
Very Pale Brown fine SAND
IOYR
7
4
70-77
Very Dark Brown fine SAND,
trace of Silt
IOYR
2
2
77-100
SHWT@77"
Dark Yellowish Brown fine
SAND, trace of Silt
IOYR
3
6
100-112
Brown fine SAND
7.5YR
4
4
112-122
No H2O
5
Topsoil
-
-
0-6
Black fine to medium SAND
and Or anics
1 OYR
2
1
6-12
Pale Brown fine SAND
IOYR
6
3
12-18
Dark Grayish Brown fine
SAND
IOYR
4
2
18-31
Dark Yellowish Brown CLAY
with Sand
IOYR
5/4
3/6
31-38
Very Dark Brown fine SAND,
trace organics
1 OYR
2
2
38-51
Black fine SAND with Silt
and trace organics
IOYR
2
1
51-54
Very Dark Brown fine SAND
IOYR
2
2
54-66
Black fine SAND with Silt
1 OYR
2
1
66-77
SHMTJ-066"
Dark Yellowish Brown fine to
medium SAND
IOYR
3
4
77-86
Dark Yellowish Brown fine to
medium SAND
1 OYR
4
4
86-98
Yellowish Brown fine SAND
IOYR
5
4
98-117
H20(a 114"

Table 3
Guelph Permeameter Test Results
Proposed Stormwater Basins
Middle Sound Loop Road Tract
Wilmington, North Carolina_
RFTS Job No. 1026-14
Location
4
5
Depth (in.)
18
25
H 1 (cm)
5
5
�R, (cm/min)
3.0
0.2
Ris (cm/sec)
0.05
0.0033
H� (cm)
10
10
Rz (cm/min)
3.6
0.5
Res (cm/sec)
0.06
0.0083
Kfs (cm/sec)
8.45x10
5.69x10
K& (in/hr)
1.2
0.81
Definition of Terms
R1,2 — Established 3 or more constant rate of water level change (cm/min)
Ris.2s — Calculated steady state flow rates (cm/sec)
H1,2 — Maintained Head of H2O (cm)
Kfs — Calculated field saturated hydraulic conductivity (cm/sec)
Depth — Depth of well hole (in.)
Location — Test location identification number
Note: Diameter of well is 3.0 cm.

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Legend
0 APPROXIMATE TEST LOCATION
INFILTRATION TESTING AND HAND AUGER
FIGURE 1
BORING LOCATIONS
DRAWING NOT TO SCALE
RFTS, PLLC
R
K 7 M TRAILER PARK
DATE: 7/28/74
1305 3A Carolina Beach Ave N
234 MIDDLE SOUND LOOP ROAD
SKETCH: DLW
Carolina Beach, North Carolina 28428
Soils Engineering and
g g
WILMINGTON, NORTH CAROLINA
REVIEW: SDK
Office: 910-470-7450
Testing Services -
JOB NO. 1026-13

J
AkUMG
LAND MANAGEMENT GROUP INC.
Environmental Consultants
August 15, 2014
Mr. Dan Weeks, RLA
Paramounte Engineering, Inc.
5911 Oleander Drive, Suite 201
Wilmington, NC 28403
Reference: Wetland Assessment for the Koonce Tract, for Logan Flomes, Middle Sound
Loop Road, Wilmington, NC.
Dear Mr. Weeks:
Land Management Group conducted a wetland mapping assessment on a 9.45-acre tract
of land for Logan Homes on Middle Sound Road at Ogden, NC. Land Management
Group, Inc. conducted the assessment according to the USACE 1987 Wetland Delineation
tb/anual.
The assessment consisted of examination of multiple generations of historic black -and -
white aerial photos, false -color infra -red photos and LIDAR maps in conjunction with a
field examination of potential wetland signatures on the site to verify photo signatures.
The site investigation found that no areas met the required three parameters in order to be
called a jurisdictional wetland, therefore, no wetlands are present. The only area of
jurisdiction as Waters of the US is the ditch along the southwest properly line shown in
Figure One. These findings are under review by the USACE for their concurrence.
Thank you for the opportunity to assist on this project. Please contact me if you have
questions.
Sincerely,
3805 Wrightsville Ave., Suite 15
Wilmington, NC 28403
910-452-0001: Office
910-452-0060: FAX
910-620-1137: Cell
cturnera Imgroup.nct
N.C. Licensed Soil Scientist, # 1091

Number 57
www.lmgroup.net • info a Imgroup.net • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 284

IIIIII III IIIII T (IIII IIIII IIIII II I IIIII fi ff
2014021282
Prepared by: *Alley Register & McEachem
701 North 4th Street
Wilmington, NC 28401
Mail after recording to.
Logan Developers, Inc.
60 Gregory Road, Ste. 1
Belville, NC 28451
Tax Parcel ID # R04410-004-008-000 and
#R04410-004-015-000
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
FOR REGISTRATION REGIE•IER OF DEEDS
TANMY THEUSCH BERSLEY
NEW HANOVER COUNTY, NO
2014 AUG 13 05 09 08 PM
BK 5832 PG 1284-1291 FEE $26 00
11C REV STAMP $1,800 00
I16ING1 # N14D IM
THE ATTORNEY PREPARING
THIS INSTRUMENT HAS MADE
NO RECORD SEARCH OR TITLE
EXAMINATION AS TO THE
PROPERTY HEREIN DESCRIBED,
UNLESS THE SAME IS SHOWN
BY HIS WRITTEN AND SIGNED
CERTIFICATE.
Revenue Stamps: Igee9
NORTH CAROLINA GENERAL WARRANTY DEED
THIS INDENTURE made this 1* day of August, 2014, by and between Maury Walton
Koonce aWa M. Walton Koonce and wife, Frances Clemmons Koonce a/k/a Frances C. Koonce,
having an address of 65 Northwood Drive, Wilmington, NC, Grantor, and Logan Developers, Inc,
having an address of, 60 Gregory Road, Ste. 1, Belville, NC, Grantee.
a8ysi
The designation Grantor and Grantee as used herein shall include said parties, their heirs,
successors and assigns, and shall include singular, plural, masculine, feminine or neuter as required
by context.
Returned To
=c,EovF Block,Crouch,Keeter,Behm & Sayed
AUG 2 9 269k

WITNESSETH:
WHEREAS, that the Grantor, for a valuable consideration paid by the Grantee, the receipt
of which is hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto
the Grantee in fee simple, all that certain lot orparcel of land situated in the County of New Hanover
and State of North Carolina, and more particularly described as follows:
See Exhibit "A" annexed hereto and made a part hereof by reference.
The real property described _ is x is not the Grantor's primary residence.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee
simple, has the right to convey the same in fee simple, that title is marketable and free and clear of
all encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all
persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions
2014 ad valorem taxes and subsequent years
Rights of way and easements of record, if any
Zoning and other governmental regulations
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, the day and year
first above written.
Frances Clemmons Koonce

STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
Q e \ ,A J. W1 � `n r a Notary Public of the County and State aforesaid,
certify that Maury Walton Koonce a/k/a M. Walton Koonce and wife, Frances Clemmons Koonce
a/k/a Frances C. Koonce , Grantor, personally appeared before me this day and acknowledged the
execution of the foregoing instrument.
Witness my hand and official stamp or seal, this day of August, 2014.
(SEAL)
/ Notary Public
My Commission Expires: 121
1g11MVlllw�
��� NC

EXHIBIT "A"
Tract One
Beginning at an iron pipe located in a ditch in the dividing line b6tnveen lots 21 and 23 of
Ogden Place, according to a map recorded in Map Book- at Page 78, New Hanover County
Red try, said point being where the said ditch intersects the.Westem line o%; Mi4dle
Sound Road S.R. 1403 (said road having a 60 foot right of way and said point beit'g 30 feet
from the tenter line thereof),
Thence from said beginning point along the eastern edge of said ditch S 394 23•' S2" W for a
distance of 794.40 feet to a pipe in a ditch between the Lands of Maury, & Franca Koonce,
known now -as Trace I to the, north an.d ibe. lands of Church ofGod in Wiltnttigton as recorded
in Deed Book7466 at Page 84 on ihesouth and also being the northern line of,tof 15 of El
Ogden subdivision as recorded in Map Book 14page 42 on the west.
Thence along a ditch being the property line between said Et Ogaden subdivision tb the south
and Tract 1 to the north the following three (5) courses and distances.
Thence, N 61 ° 59' 04" W for a distance of 82.50 feet to, a pipe in the center of a -ditch.
Thence, N 62' 18135't W for a distance of 275:90 feet to a point.
Thence, N 2r, 45' 2)" Wfor a distance of 63.86 feet to a point.
Thence, N 16016' )2"` W far a distance of I39.04_feet to a point
Thence,N I P 59' 02" W for a distance of 40.82 feet to a point being the eastern line of Lot 8
of El Ogden Subdivision.
Thence tuming.and rumiing N 40° 00' 46" E for a distance of 639.99 feet to apipe along the
said lands of Tract I to the cast and the lands of Marion Roderick Lee Jr to the west as
recorded in Deed Book 5544 page 349.
Thence, S 38° 59' 22" E for a distance of I24,88'feet to a pipe.,; said iron pipe located on the
property line between said lands of Tract 1 on the south and the lands of Frances Eiggs as
recorded in deed_book3696 at page 16 an the north;
Thence, =S 39' 53'.Ql" W for a distance of50.01 feet to a pipe; said iroa,pipe lo_ated oq !hc
property line betw'een'said]arias of Tract'l on the south and the lands of Jobn Permenter JR as
recorded'ul deed book 5522 at page 888 on tfienoith,
Thence, S 390 04' 56" E for a distance of 199.97 feet to a pipe. said iron pipe located on the
property line between said lands of Tract I on the south and the said lands ofJohn Peimenter
JR and Robert Grant as recorded in deed book 5383 at page-260 on the north,
:71�?."fas.A!!.c*�e•,..yat'.^,•_r,,,•nxr�..aa,_ a:i e��..:rnw,�..mn•-:.,nm-.> .sar..,.�.c� 5,e `".��" ��k._..Ed:r$f'a5*'�'77�P$ 2'm7�1i'��14`�$C;g%

Ttience,N 40° 68' 25" E for a distance of 119.37 feet to a,plpe; said iron pipe located on the
property line between said lands of Tract I on the south and the lands oflobn McCall as
recorded in deed book 5084 of page 285-on, the north
Thence, S 38' 43' 06" E for a distance of 142.84 feet to 5 pipe; said irol; pips located on the
property line between said lands of Tract 1 on the south and the lands J.W. Coyil as tcorded
in deed book 1713 at page 9I0 on the north.
Theme, 14 504 35' 03" E fora distance of 128,79 feet to the beginning of a non -tangential
curve in the southern Right of Way of said Middle Sound Loop Road.
$aid curve turnip- to the left through 07' 03' 13.3", having a radius 6f536.71 feet, and whose
long chord bears S 49' 30' 12" E for a distance of 66.03 feet to -the Point of Beginning.
Containing386,385+- square feet or 8,87+- acres.
Being the same property conveyed to Maury Walton Koonce and wife, Frances
Clemmons Koonce by deed recorded in Book 1284 at Page 305 in the New
Hanover County Registry.
Property Address: 234 Middle Sound Loop Road, Wilmington, NC 28411

Tract Three
Beginning at an Iron Rod set in the Northeast comer of Maury & Frances Koonce's property as
recorded in deed Book 1309 page 317 now known as Tract 3. Said Point of Beginning being S 39' 54'
30" W a distance of 111.96 from an iron pipe located in the southern edge of Middle Sound Road
(&R. 1403) having a Right of way of 60'; said pipe located S 409 16' 03" E a distance of 557.47
westerly of the dividing line between lots 21 and 23 of Ogden Place, according to a map recorded to
Map Book at Page 78, New Hanover County Registry;
Thence from said Point of Beginning. S 39° 53' IS" W for a disfanee of 87.99 feet to a pipe; said
iron pipe located on the property line between the lands of Tract 3, on the north and the lands of
Frances Biggs as recorded in deed book 680-at page 16 on the south;
Thence, S 39' 57' 40" W for a distance of 226.75 feet to aptpe; said iron pipe located an the
property line between said lands of Tract 3 on the north and the lands of Maury & Frances Koonce as
recorded in deed book 1284 at page 305 on the south.
Thence, N 39° 09' 29" W for a distance of 60.00 feet to a pipe, said iron pipe located on the
property line between said lands of Tract 3 Dn the east and the lands of Marion Roderickas recorded in
deed book 5544 at page 349 on -the west.
Thence, N 39° -5628" E for a distance of 226.72 feet to a pipe.
Thence, S 390 12' 24" E for a distance of 60.07 feet to the Point of Beginning. Containing
13,381+- square feet or 0.30+- acres.
Being a portion of the same property conveyed to M. Walton Koonce and
wife, Frances C. Koonce by deed recorded in Book 1309 at Page 317 in
the New Hanover County Registry.
Property Address: 210 Middle Sound Loop Road, Wilmington, NC 28411

Tract Four
Beginning at an Iron Rod located in the southern edge of Middle Sound Road (S.R. 1403) having a
Right of way of 60';Bein3 Maury & Frances Koonce's property as recorded in deed Book 1309 page
317 now known as Tract 4. Said Point otBeginning 1peated S 40' 16' 03" E a distance of 557.47
westerly of the dividing line between lots 21 and 23 of Ogden Place, according to a map recorded in
Map Book 2 at Page 78, New Hanover County Registry;
Thence from paid Point of Beginning, S 39' 54' 30" W for a distance of 111.96 feet to an iron rod
set, said rod located on the property line between the lands of Tract 4, on the north and the lands of
Frances Biggs as recorded in deed book 690 at page 16 on the south;
Thence, N 39' 12' 24" W for a distance of 60.07 feet to an iron rod set; said rod located
between saidlands of Tract 4 on the east and the lands of Marion Roderick as recorded indeed book
5544 at page'349 on the west
Thence, N 39' 56' 28" E for a distance of 112.63 feet to a pipe in the southern Right of way of
Middle Sound Loop Road; said iron pipe located on the property line between said lands of Tract 4 on
the south and the lands of Marion on the north.
Thence along said Right ofway, S 38' 34' 09" E for a distance of 60.14 feet to the Point of
Beginning. Containing 6,621+- spare -feet or 0.15+_ acres.
Being a portion of the same property conveyed to M. Walton Koonce and
wife, Frances C. Koonce by deed recorded in Book 1309 at Page 317 in
the New Hanover County Registry.
Property Address: 210 Middle Sound Loop Road, Wilmington, NC 28411
.._,,. - _....

/_oNTV.
F
TAMMY THELISCH BEASLEY
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
Filed For Registration:
Book:
Document No.:
NC REAL ESTATE EXCISE TAX:
Recorder:
WILMINGTON, INC 28401
08/1312014 05:09:08 PM
RE 5832 Page: 1284-1291
2014021282
8 PGS $26.00
$1,800.00
HUGHLEY, CAROL
State of North Carolina, County of New Hanover
PLEASE RETAIN YELLOW TRAILER PAGE WITH ORIGINAL DOCUMENT.
*2014021282*
2014021282

I V
This is not a survey, This map is for preliminary plane r i
:ses only. Findings are based upon a review of availab,e
photography and limited ground �Uuthing. Lines depicted
map are approximate based upon preliminary field
es and do not represent distinct boundaries. A formal
afion with US Army Corps of Engineers review and
val is recommended prior to specific site planning.
iityboundaries are based upon available tax parcel
Ann
No 404 Wetlands are present on this tract!
*,,Waters of the US
N
SCALE 1" = 200'
Koonce Property Land Management Group, Inc.
210 & 234 Middle Sound Loop R EsvironmentarConwhants Waters of the
Wilmington, NC Wilmington, N.C. US/Wetlands Map
o31a119vv June 2014
Figure 1

Web Soil Survey
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