SW8130111_HISTORICAL FILE_20130206

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 \'60t l i
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 6117, CUZ o �
YYYYMMDD

��
MC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E. John Skvarla
Governor Director Secretary
February 6, 2013
Steven Ohm, Manager
PaLay Investments, LLC
6123 Lydden Road
Wilmington, NC 28409
Subject: State Stormwater Management Permit No. SW8130111
The Monkey Market
High Density Commercial Wet Detention Pond Project
New Hanover County
Dear Mr. Ohm:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for The Monkey
Market on December 27, 2012. 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 forwardingg Permit No. SW8130111 dated February 6, 2013, 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 February 6, 2021, and shall be subject to the conditions
and limitations as specified therein. Please pay special attention to the conditions listed in this permit regarding the
Operation and Maintenance of the BMP(s), recordation of deed restrictions, certification of the BMP's, procedures for
changes of ownership, transferring the permit, and renewing the permit. Failure to establish an adequate system for
operation and maintenance of the stonnwater management system, to record deed restrictions, to certify the BMP's,
to transfer the permit, or to renew the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing by filingg a written petition with the Office of Administrative Hearings (OAH). The written petition
must conform to Chapter 1506 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
flee Is required) and/or the details of the filingg process at 6714 Mail Service Center, Raleigh, NC 27699-6 14, 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, at (910)
796-7215,
Sirycerely,
.'"FoYChade' Wakild, P. r, Director
Division of Water Quality
GDS/ csb: S:IWQS1StormwateAPermits & Projects120131130111 HD12013 02 permit 130111
cc: Phil Norris, P. E., Norris & Tunstall Consulting Engineers, Inc.
New Hanover County Building Inspections
New Hanover County Engineering
Wilmington Regional Office Stormwater File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone. [phone] FAX: [phone]
Internal www rlmatemuality.oru
NorthCarolina
Natzil lly
An Equal Oppotlunity \ ARrmallve Action Employer

State Stormwater Management Systems
Permit No. SW8 130111
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL 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
PaLay Investments, LLC
The Monkey Market
5111 Carolina Beach 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 collectively
and separately 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 of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until February 6, 2021, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 15,000 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.8
on page 3 of this permit, and as shown on the approved plans. The built -upon
area for the future development is limited to 1,203 square feet.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
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 7

State Stormwater Management Systems
Permit No. SW8 130111
6. The project shall provide a 50' wide vegetated 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.
7. The following design criteria have been permitted for the infiltration basin and
must be provided and maintained at design condition:
a.
Drainage Area, fcres:
0.69
Onsite, ft :
30,000
Offsite, ft2:
N/A
b.
Total Impervious Surfaces, ft2:
15,000
Onsite, ft :
15,000
Offsite, ft2:
N/A
C.
Design Storm, inches:
1.5
d.
Basin Depth, feet:
0.85
e.
Bottom Elevation, FMSy
20.4
f.
Bottom Surface Area, ft :
6,662
g.
Bypass Weir Elevation, FMSL:
N/A
h.
Permitted Storage Volume, ft3:
6,094
i.
Predevelopment 1 yr 24 hr peak flow, cfs:
0.92
j.
Post -development 1 yr 24 hr peak flow, cfs:
1.84
k.
Type of Soil:
Stallings
I.
Expected Infiltration Rate, in/hr:
3
M.
Seasonal High Water Table, FMSL:
18.33
n.
Time to Draw Down, hours:
24.5
o.
Receiving Stream/River Basin:
Mott Creek / Cape Fear
P.
Stream Index Number:
18-82
q.
Classification of Water Body:
.C;Sw,,
II. SCHEDULE OF COMPLIANCE
1. 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.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
4. The facilities shall be constructed as shown on the approved plans. 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 3 of 7

State Stormwater Management Systems
Permit No. SW8 130111
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.
6. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Records of maintenance activities must be kept for each permitted BMP. The
reports will indicate the date, activity, name of person performing the work and
what actions were taken.
Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further development, subdivision, acquisition, lease or sale of any, all or
part of the project area. The project area is defined as all property owned
by the permittee, for which Sedimentation and Erosion Control Plan
approval or a CAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. At least 30 days prior to a change of ownership, or a
name change of the project or of the permittee or a mailing address change, the
permittee shall submit a completed and signed Name/Ownership Change form to
the Division of Water Quality, accompanied by the appropriate documentation as
listed on the form. The approval of this request will be considered on its merits
and may or may not be approved.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 130111
Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request. Neither the sale of the project
in whole or in part, nor the conveyance of common area to a third party shall
constitute an approved transfer request.
4. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
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) having jurisdiction.
6. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
7. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
8. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
9. Unless specified elsewhere, permanent seeding requirements for the stormwater
controls must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et. al.
11. The permittee shall submit a permit renewal application at least 180 days prior to
the expiration date of this permit. The renewal request must include the
appropriate documentation and the processing fee.
Permit issued this the 6th day of February, 2013.
NO H CAROLINA ENV1,RONMENTAL MANAGEMENT COMMISSION
v , vLe `
,vr C rles W kild, P. E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

DWQ USE ONLY
1 Date Received
Fee Paid
ermit Number
-
I
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph R - 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 fonn may be photocopied for use as an original
L 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):
5111 Carolina Beach Road
City:Wilmington County:New Hanover Zip:28412
3. Directions to project (from nearest major intersection):
Approximately 0.63 miles NW from the intersection of South College Road (NC 132) & Carolina Beach Road
(NC 421). Travel 0.63 NW along Carolina Beach Road the site will be on the right.
4. Latitude:34° 08' 51" N Longitude:77° 54' 00" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New []Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System []Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater reject nutmbg� i�
assigned, and the previous name of the project, if cl ffere strt�r Mh
proposed, prrr��q1. q ,9((��
4. a. Additional Project Requirements (check applicable blanks; information on required a (rmiL§ can`Ge12
obtained by contacting the Customer Service Center at 1-877-623-6748): pp
❑LAMA Major ®Sedimentation/Erosion Control:1.1 ac of Dis%y AreecGT-
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part Vl: httl2:/112ortal.ncdenr.org/web/wq/ws/­su/statesw/ru les laws
Form SWU-101 Version 06Aug2012 Page 1 of

III. , CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the proiect):
Applicant/Organization:Palay Investments, LLC
Signing Official & Title:Stephen Ohm / Member
b.Contact information for person listed in item la above:
Street Address:6123 Lydden Road
City:Wilmington State:NC Zip:28409
Mailing Address (if applicable):
City:
Phone: [phone]
Email:[e-mail]
Fax: ( ) N/A
c. Please check the appropriate box. The applicant listed above is:
❑ The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( 1 Fax:
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: m� � � o �/+ EI
Other Contact Person/Organization:
Signing Official & Title: DEC 2 7
b.Contact information for person listed in item 3a above: BY
Mailing Address:
Zip:
Phone: ( I Fax:
4. Local jurisdiction for building permits: New Hanover County
Point of Contact:Chris O'Keefe Phone #: (910 ) 798-7165
Form SWU-101 Version 06Aug2012 Page 2 of

IV. ' PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
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 II - Post Construction
3. Stormwater runoff from this project drains to the
4. Total Property Area:1.65 acres
River basin.
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+:1.65 acres
Total project area shall be calculated to exclude the following the normal yool of imppounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NM line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHI� line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 20.61 %
9. How many drainage areas does the project have?1 (For high density, count I for each proposed engineered
stormwater BMP. For low density and other projects, use I 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
Draina e Area 1
Draina e Area _
Draina e Area
Draina a Area
Receiving Stream Name
Mott Creek
Stream Class *
C;Sw
Stream Index Number *
18-82
Total Drainage Area (so
30,000
On -site Drainage Area (so
30,000
Off -site Drainage Area (so
0
Proposed Impervious Area** (so
15,000
% Impervious Area** total
50%
Impervious- Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
2,760
On -site Streets (so
-
On -site Parking (so
10,901
On -site Sidewalks (so
136
—
Other on -site (so
Future (so
1,203
t
Off -site (so
0
Existing BUA*** (sf)
i -
Total (so:
1 15,000
* Stream Class and Index Number can be determined at: luttp.aortaLnedenr.or ebhuq[pslesu/classificatiotus
*` Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*"* Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
Form SWU-101 Version 06Aug2012 Page 3 of

11. How was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per 15A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VL 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 from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at htttp: / / portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://Portal.ncdenr.org/web/wq/ws/su/statesw
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.oriz/pages/onestoRexRress.htmi for information on the Express progra
and the associated fees. Contact the appropriate regional office Express Permit Coordinator fo
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/ managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
m
r
�
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates. tt�
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of al
waters, and any coastal wetlands landward of the MHW or NHW lines. �f E�° 2 9 2�jZ j
• Delineate the vegetated buffer landward from the normal pool elevation of im n e a f
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal wa Lr3
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.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
Form SWU-101 Version 06Aug2012 Page 4 of 6

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].) a
10. A copy of the most current property deed. Deed book: 5,6A'J Page No:
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 Ia, 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.
hqp://www.secretaEy.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://portal.ncdenr.org/web/wg/ws/su/statesw/forms dots. 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:
Consulting Firm:
Mailing Address:
Phone:
State:
Fax: ( I
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, coinplete this
section)
I, (print or hjpe 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 hjpe name of person
listed in Contact Infornation, item 1a) with (print or hjpe name of organization listed in
Contact Information, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
IBC'!FIVE
DEC 2 7 2012
Form SWU-101 Version 06Aug2012 Page 5 of 6

As, the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the 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,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1a) Stephen Ohm, Member
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Signature: Date:
< � rua Notary Public for the Spate of /�/pA , CcAZJj,., , County of
y r e"C"t i L do hereby certify that c� Fcyt . ✓' 0 h M personally appeared
before me this 26ay of beG ti L, r , 20l2 , and acJ ngw)edge t�ue executWt of It a lication for
a stormwater permit. Witness my hand and official
SEAL "., I uum
New Hanove. ^ my
North Carolina
My Commission Expires Jul 19. 2015
My commission expires
fiEr FIVE
DEC 2 7 2012
BY:
Form SWU-101 Version 06Aug2012 Page 6 of 6

- �
�-_
�
., �r
8
�
n _
a
U
u

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
January 14, 2013
Mr. Stephen Ohm, Member
Palay Investments, LLC
6123 Lydden Rd
Wilmington, NC 28409
Subject: APPLICATION RETURN
The Monkey Market
New Hanover County
Division of Water Quality
Charles Wakild, P. E.
Director
John E. Skvarla, III
Secretary
Dear Mr. Ohm:
On December 27, 2012, the Division received an incomplete State Stormwater Manag menu ation for the
project listed above. The application and check number 1016, in the amount of $505 ar ing turned because the
application package lacked the necessary elements to accept it for review. Please r 'de following information
upon the next submittal of this application package: (�
1. Seasonal High Water Table: This application had not yet been accepte ecauktthe required State soils
test was scheduled for today. The soils test found the seasonal high wate ble (SHWT) to be -0.75ft
higher than the expected SHWT, and therefore the bottom of the proposed in ation basin must be raised
so that there is a 2ft clearance between the bottom of the baso and the SHWT. n your resubmittal please
show the elevation of the existing grade at the boring, the de,to the SHWT and the resulting SHWT.
2. Purchase Agreement: Please provide a copy of
Please visit DWQ's website at http://h2o.enr.state.nc.us/su/bmo 1
Please provide the requested information and return the package
statutory permit review time begins upon receipt otikcomplete ap
hesitate to call me at [phone] or email me kt ke-ItMohnsi
Engineer
download the latest available forms.
ess below. Note that the 90-day
you have any questions, please do not
.gov.
GDS/kpj: S:\WQS\StormWatehPermits & Projects\Application Returns\2013 01 retum_app Monkey Market
cc: Jody Bland, El, Norris & Tunstall Engineers, P.C.
Wilmington Regional Office Stormwater File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] DENR Assistance: 1-877-623-6748
Internet: w .ncwaterouality.oro
Nne
orthCarofina
Naturally
An Equal Opportunity \ Amrmahve Action Employer

DIVISION OF WATER QUALITY
INFILTRATION SYSTEM INVESTIGATION
NT #12095
Complete and email this form to Vincent. [e-mail]. If there are more than 7 areas to be tested,
attach a second sheet.
Scheduled Site Visit Date: I��'f /�� Time: //6D
Project Name: The Monkey Market County: New Hanover
Street Address: 5111 Carolina Beach Road, Wilmington, NC 28412
Directions from the nearest intersection of two major roads: Approximately 0.63
miles NW from the intersection of South College Road (NC 132) and Carolina
Beach Road (NC 421). The site will on the right on Carolina Beach Road.
>1 acre being disturbed? ®YES ❑NO CAMA Major required? ❑YES ®NO
Consultant Name: Phil Norris Phone: [phone]
Consultant Firm Name: Norris & Tunstall Consulting Engineers, P.C.
Bore Number
1
2
3
4
5
6
7
a Existing Ground Elevation
b Proposed Bottom Elevation
c Difference a minus b
d Add 2 ft. Min. Bore Depth)
e Hardpan Depth?
Infiltration Rate OK?
Approx. Elev. Of SHWT
h Max. lowest bottom elev.
G
Comments
Required Attachments:
1. Legible vicinity map.
2. Complete Soils Report.
3. PDF formatted site plan with the boring locations to be tested. Site plans should
be emailed or hand -delivered only. Illegible faxed maps will not be accepted.
All proposed infiltration areas and existing, active utility lines located within the proposed
basin/trench must be marked and flagged. If these areas are not flagged, the Soils Scientist
reserves the right to decline to do the investigation. If the proposed infiltration system will be
located in an area of existing pavement and there is no open area nearby, equipment capable of
breaking through the impervious layer must be provided. The soils investigation does not take
the place of a soils report prepared by an appropriate professional. The Soils Scientist will only
verify the soil conditions that are reported in the Soils Report, and make a determination as to
the suitability of the site to meet the infiltration design requirements under NCAC 2H.1000, and
assumes no liability should the system fail.
S:\WQS\STORMWATER\FORMS\infiltration site visit.for Revised 8.07

Everrttr Ct. SpDt Pine 2538
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VICINITY MAP NO SCALE

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^ EiC NORRIS&TUNSTALL FOW"I.DEVEioaER GRADING, DRAINAGE AND EROSION
CONSULTING ENGINEERS, INC. M CONTROL PLAN
wv< (vol w-em DRIVE THEN CONVENIENT MART
w-ewe 5111 CAROLINA BEACH ROAD
wW�'"' ii•• !9eei WRMINGTCN.N. C.

4�LMG
LAND MANAGEMENT GROUP iNc.
Environmental Consultants '
December 17 , 2012
Phil Norris
Norris & Tunstall Consulting Engineers, P.C.
1429 Ash Little River Road
Ash, NC 28420
Reference: Soil Assessment for Proposed Storm Water BMP for the Drive-Thru Mart,
Carolina Beach Road, Wilmington, NC
Dear Phil,
Land Management Group, Inc. evaluated the parcel for the purpose of providing
site data to the engineer for his submittal of the proposed storm water BMP for the
proposed business. The purpose of the evaluation was to describe the soil profiles,
quantify the depth to the seasonal high water table, estimate permeability and to inform
the project engineer of any potential limitations of this project within the proposed
stormwater retention areas
The soils at this site are mapped as Lynn Haven and Seagate in the Soil Survey of
New Hanover County (USDA, 1982). Soil borings confirmed the soil to be Stallings
type. The cleared site contains natural soils, with exception of the driveway, and borings
were made within the proposed BMP location of the property as shown in Appendix A.
The soil profile descriptions are shown in Appendix B. Soil descriptions for Lynn Haven
and Stallings are shown in Appendix C.
The seasonal high water table found in most soils is normally evident by
observation of redoximorphic features suggesting past conditions of saturation and
reduction. In the same way, there can be modern drainage features such as canals or
ditches that have altered the hydrologic profile. Often, observed redoximorphic features
are relicts of previous hydrologic conditions but not current ones. The drainage outlet for
this site has been lowered significantly due to the drainage swales along side of Highway
421.
Soil permeability is estimated based on soil physical properties. The following
are estimates of the soils at the boring location. The site has an estimated permeability
of 1.0 - 3.0 inches per hour in the lower sandy loam BT horizon at a depth of 39 inches
below surface.

In summary, this site has one area that is proposed for stormwater system
placement. This area has soils that have seasonal high water tables that are 32" from the
soil surface in the two locations.
If the proposed Permanent Pool Elevation is more than 6" below the seasonal high
water table elevation, then additional testing and analysis may be required to quantify any
affect on adjacent wetlands, surface waters, and/or buffers where applicable. Please refer
to the NC DENR DWQ February 19, 2009 Memo Article 2 subsections a-d for further
guidance. Please do not hesitate to contact me if you have any questions with this report
or if you wish for LMG to perform any additional site specific studies in accordance with
the NC DENR DWQ guidance memo. If you have any questions about this report or
need any additional information 1 may be reached at 910-452-0001, 910-620-1 137 or at
eturnern,lmeroup.net .
Sincerely,
G. Craig Turner
Vice President
Land Management Group, Inc
P.O. Box 2522
Wilmington, NC 28402
910-452-0001: Office
910-452-0060: FAX
910-620-1137: Cell
cturner@ Imgroup.net
N.C. Licensed Soil Scientist, #1091
S.0 Certification
Number 57

oAzP.1 w R . Rc n
SOY Map pr} TI uMart)
wry

1-7
BW1
12-15
10YR 5/3
loamy sand
single -grained
sticky
plastic
4.0-6.0
1
BW2
15-23
10YR 614
loamy sand
sin le- rained
non-stick
non -plastic
4.0-6.0
few'
loamy
1
BT7
23-38
10 YR 614
common,
sand/sandy
weak, fine
non -sticky
non -plastic
2.0.3.0
fine,
subangular blocky
S/6
loam
few,
1
BT2
38-44
10YR 5/6
common,
sandy loam
weak, fine
slightly sticky
slightly plastic
2.43.0
fine, 10YR
subangular blocky
5/2
1
BC
44-48
tOYR 5/4, 5/8/
loamy
single -grained
non -sticky
non -plastic
6.0.10,0
712
sand/sand
1
C
48-72
10YR 8/1
sand
single -grained
non-stick
non -plastic
6.0.10,0
Physical Water:
>72" on 09-26-2012
SHW7: a 45"below ground
surface
2
A
0-3
10Y 4/3 7/1
loamy sand
single -grained
non -slick
non -plastic
2
E
3-12
10YR 8/1 613
loamy sand
sin le- reined
non -sticky
non- lastic
2
BW1
12-15
10YR 513
loamy sand
sin rained
sticky
plastic
4.0-6.0
2
BW2
15-23
10YR 614
loamy sand
sin le- rained
non-stick
non -plastic
4.0-6.0
few,
2
BT1
23-38
10 YR 614
common'
loamy
sandisandy
weak, fine
non -sticky
non -plastic
2 P3.0
fine, 10YR
loam
subangular blocky
516
few,
2
BT2
38-44
10YR 516
common,
sandy loam
1'�eak, fine
slightly sticky
slightly plastic
2.0-3.0
fine, 10YR
subangular blocky
5/2
2
BC
qq-qg
tOYR 5/4.5/8/
loamy
loamy
single-grained
non -sticky
non -plastic
6.0.10.0
7/
satl
2
C1
10YR 811
loamy
single -grained
non -sticky
non -plastic
6.0.10.0
.48-67
sand/sand
2.5 YR
713,
2
C2
67-72
T5YR
sand
single -grained
non -sticky
non -plastic
6.0.10.0
516, 10YR
81
Physical
Water. >72' on 09-26-2012
SHWT: @ 45" below ground surface

Johnson, Kelly
From:
Jody Bland [e-mail]]
Sent:
Monday, January 14, 2013 3:41 PM
To:
Johnson, Kelly
Cc:
'Phil Norris'
Subject:
RE: The Monkey Market (NT 12095)
I think what I did since there were 2 bores in the soils report was assume an average elevation of 21 -j 21'-
2.667'=18.33' SHWT
Thanks,
Jody Bland, E.I.
Norris & Tunstall Consulting Engineers, P.C.
Brunswick Office - 9io-287-9900
Wilmington Office - 910-343-9653
Mobile - 910-512-8148
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting
Engineers, Inc. that this electronic information provides design information current as of the date of its release. It shall be
the responsibility of the party receiving the data to examine it to see that it contains the necessary files and information
requested. In transferring the files in electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris,
Kuske & Tunstall Consulting Engineers, Inc. makes no representations as to the usability or readability of documents
resulting from the use of software application packages, operating systems, or computer hardware differing from those
used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. in the
preparation of such data.
Confidentiality Notice
This message is intended exclusively for the individual or entity to which it is addressed. This communication may contain
information that is proprietary, privileged, confidential or otherwise legally exempt from disclosure. If you are not the
named addressee, you are not authorized to read, print, retain, copy or disseminate this message or any part of it.
If you have received this message in error, please notify the sender immediately either by phone [phone]) or reply
to this e-mail and delete all copies of this message.
From: Johnson, Kelly [mailto:[e-mail]]
Sent: Monday, January 14, 2013 3:19 PM
To: Jody Bland
Subject: RE: The Monkey Market (NT 12095)
The table I emailed was stapled in the soils report I got with Monkey Market as the first page of Appendix B. It sounds
like it was attached in error though because I now see the 32" on page 2 as you described. Wow. What a mess. I am
glad it worked out though. Can you send me the existing grade for the 32" water table, and then we will accept it & you
all can work with the person assigned to this to work through whatever else needs to be done?
Thanks,
Kelly
From: Jody Bland[mailto:jblandCcbntengineers.com]
Sent: Monday, January 14, 2013 3:10 PM
To: Johnson, Kelly
Subject: RE: The Monkey Market (NT 12095)

Attached is the soils report for Monkey Market it states on pg 2 first paragraph second sentence that the SHWT is 32......
I know we have another project (Dollar General- N. College & Long Ridge Dr.) that has a reported SHWT of 45" that we
met Vince out on before Christmas, maybe the reports have been switched? IDK? See attached...
Thanks,
Jody Bland, E.I.
Norris & Tunstall Consulting Engineers, P.C.
Brunswick Office - 910-287-5900
Wilmington Office - 910-343-9653
Mobile - 910-512-8148
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting
Engineers, Inc. that this electronic information provides design information current as of the date of its release. It shall be
the responsibility of the parry receiving the data to examine it to see that it contains the necessary files and information
requested. In transferring the files in electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris,
Kuske & Tunstall Consulting Engineers, Inc. makes no representations as to the usability or readability of documents
resulting from the use of software application packages, operating systems, or computer hardware differing from those
used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. in the
preparation of such data.
Confidentiality Notice
This message is intended exclusively for the individual or entity to which it is addressed. This communication may contain
information that is proprietary, privileged, confidential or otherwise legally exempt from disclosure. If you are not the
named addressee, you are not authorized to read, print, retain, copy or disseminate this message or any part of it.
If you have received this message in error, please notify the sender immediately either by phone [phone]) or reply
to this e-mail and delete all copies of this message.
From: Johnson, Kelly[maiito:kelly.p.johnson(alncdenr.gov]
Sent: Monday, January 14, 2013 2:59 PM
To: Jody Bland
Cc: 'Phil Norris'; 'Nancy Howell'
Subject: RE: The Monkey Market (NT 12095)
Then I am confused, and Vince has left until Wednesday. The table in the soils report that I received shows 45". (1 have
attached both that table and Vince's report.) He told me that he found 36" and that you all were expecting 45". It
sounds like from what is written below that Phil also thought Vince found the SHWT to be at 36"? But, Vince did put the
36" value in the line on the report that shows "max lowest bottom elev", which is right below the SHWT elevation. I
don't know the existing grade for the borings to know how to line these up.
So, what do you all want to do? Do you want me to hold this until Wed, or go ahead and return it?
From: Jody Bland [mailto:jblandOntengineers.com]
Sent: Monday, January 14, 2013 2:34 PM
To: Johnson, Kelly
Cc: 'Phil Norris'; 'Nancy Howell'
Subject: RE: The Monkey Market (NT 12095)
Hi Kelly,
Phil just came in from his meeting with Vince earlier today. I think you guys have it backwards. Phil indicated that the
soils report identified the SHWT @ 32". During Phil & Vince's meeting it was confirmed to be deeper @ 36" or 0.33'
lower than reported in the soils report.

Thanks,
Jody Bland, E.I.
Norris & Tunstall Consulting Engineers, P.C.
Brunswick Office - 910-287-5900
Wilmington Office - 910-343-9653
Mobile - 910-512-8r48
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting
Engineers, Inc. that this electronic information provides design information current as of the date of its release. It shall be
the responsibility of the party receiving the data to examine it to see that it contains the necessary files and information
requested. In transferring the files in electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris,
Kuske & Tunstall Consulting Engineers, Inc. makes no representations as to the usability or readability of documents
resulting from the use of software application packages, operating systems, or computer hardware differing from those
used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. in the
preparation of such data.
Confidentiality Notice
This message is intended exclusively for the individual or entity to which it is addressed. This communication may contain
information that is proprietary, privileged, confidential or otherwise legally exempt from disclosure. If you are not the
named addressee, you are not authorized to read, print, retain, copy or disseminate this message or any part of it.
If you have received this message in error, please notify the sender immediately either by phone [phone]) or reply
to this e-mail and delete all copies of this message.
From6 Johnson, Kelly [mailto:kelly.p.johnson(&ncdenr.govl
Sent: Monday, January 14, 2013 2:17 PM
To: Jody Bland
Cc: 'Phil Norris'; 'Nancy Howell'
Subject: RE: The Monkey Market (NT 12095)
Jody,
Vince:just gave me the site report. I understand that the SHWT was higher than expected. Please see the attached
letter.
KJ
From: Jody Bland[mailto:jbland(@ntengineers.comj
Sent: Monday, January 07, 2013 8:52 AM
To: Lewis, Vincent; Johnson, Kelly
Cc: 'Phil Norris'; 'Nancy Howell'
Subject: FW: The Monkey Market (NT 12095)
Hi Mr. Lewis,
Sorry for the confusion. It appears that Nancy inadvertently sent it to the wrong email address.
Nancy,
Please update Mr. Lewis' contact information.
Thanks,
Jody Bland, E.I.
Norris & Tunstall Consulting Engineers, P.C.
Brunswick Office - 910-267-5900

Wilmington Office - 910-343-9653
Mobile - 910-5ia-8i48
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting
Engineers, Inc. that this electronic information provides design information current as of the date of its release. It shall be
the responsibility of the party receiving the data to examine it to see that it contains the necessary files and information
requested. In transferring the files in electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris,
Kuske & Tunstall Consulting Engineers, Inc. makes no representations as to the usability or readability of documents
resulting from the use of software application packages, operating systems, or computer hardware differing from those
used,by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. in the
preparation of such data.
Confidentiality Notice
This message is intended exclusively for the individual or entity to which it is addressed. This communication may contain
information that is proprietary, privileged, confidential or otherwise legally exempt from disclosure. If you are not the
named addressee, you are not authorized to read, print, retain, copy or disseminate this message or any part of it.
If you have received this message in error, please notify the sender immediately either by phone [phone]) or reply
to this e-mail and delete all copies of this message.
From: Nancy Howell[mailto:nhowell(cbntengineers.coml
Sent: Friday, January 04, 2013 9:22 AM
To: vincent.lewis(c ncdenr.gov
Cc: 'Johnson, Kelly'; Jbland(o)ntengineers.com; pnorrisPntengineers.com
Subject: FW: The Monkey Market (NT 12095)
Mr. Lewis,
Please see the attached request.
Nancy
Please note my new email address is [e-mail]
Nancy E. Howell
Brunswick Office Manager
[e-mail]
910-287-5900
Norris & Tunstall Consulting Engineers, P.C.
1429 Ash Little River Road
Ash, NC 28420
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting
Engineers, Inc. that this electronic information provides design information current as of the date of its release. It shall be
the responsibility of the party receiving the data to examine it to see that it contains the necessary files and information
requested. In transferring the files in electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris,
Kuske & Tunstall Consulting Engineers, Inc. makes no representations as to the usability or readability of documents
resulting from the use of software application packages, operating systems, or computer hardware differing from those
used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. in the
preparation of such data.

From: Nancy Howell[maiito:nhowellantengineers.com]
Sent: Tuesday, December 18, 2012 5:27 PM
To: '[e-mail]'
Subject: The Monkey Market (NT 12095)
Mr. Lewis,
We are requesting a infiltration system investigation for the above subject project. Attached are the investigation form,
the vicinity map, Soils report, and pdf of the site plan.
Please let us know if you need any additional information.
Nancy
Please note my new email address is nhowell(dntengineers.com
Nancy E. Howell
Brunswick Office Manager
[e-mail]
910-287-5900
Norris & Tunstall Consulting Engineers, P.C.
1429 Ash Little River Road
Ash, NC 28420
Please note that our offices will be closed from December 24th through January 1st for the Holiday Season.
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting
Engineers, Inc. that this electronic information provides design information current as of the date of its release. It shall be
the responsibility of the party receiving the data to examine it to see that it contains the necessary files and information
requested. in transferring the files in electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris,
Kuske & Tunstall Consulting Engineers, Inc. makes no representations as to the usability or readability of documents
resulting from the use of software application packages, operating systems, or computer hardware differing from those
used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. in the
preparation of such data.
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Johnson, Kelly
From: Johnson, Kelly
Sent: Friday, January 04, 2013 9:09 AM
To: 'Phil Norris'
Cc: ' 'Jody Bland'; Lewis, Vincent
Subject: RE: Monkey Market
Phil,
I talked to Vince this morning, and he has not received a soil visit request for this? Please get with him to set one up.
Also, in the future, please get with Vince to get the site visit prior to submitting the application. The application isn't
accepted until we get that report, so there isn't any gain in terms of the submittal date by setting up the site visit after
the package is submitted. Technically, I am supposed to send back applications that don't have his report when they
arrive. I try to work with people on that, but it has become more difficult lately. As for the rest of the items, I will leave
the notes on file and if the reviewer needs to follow up they will.
Thanks,
KJ
From: Phil Norris[mailto:pnorris(a)ntengineers.coml
Sent: Thursday, January 03, 2013 2:13 PM
To: Johnson, Kelly
Cc: 'Jody Bland'; Lewis, Vincent
Subject: RE: Monkey Market
Kelly,
In response to your questions, we offer the following response:
1) Soils:
a. A request was sent to Vince Lewis on December 18, 2012.
b. The soils report indicates between 1-3 in/hr. Calculations use y: of the reported rate for 1.5 in/hr to
infiltrate the 10 year storm.
c. Based on the two soil boring locations an average grade elevation was assumed to be elevation 21. Based
on the assumption the SHWT equates to 21'-2.67'=18.33'
2) Applicant:
a. The applicant is the purchaser of the property.
b. We cannot answer this questions but the reports have been filed with the Secretary of the State there
doesn't appear to be an issue with them on the website.
Should you have any further questions, please advise.
Phil Norris
Please note my new address is pnorris(d)ntenaineers.com
J. Phillip Norris, P.E.
Norris & Tunstall Consulting Engineers, P.C.
1429 Ash Little River Road
Ash, NC 28420

910-287-5900 (phone)
910-287-5902 (fax)
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting
Engineers, Inc. that this electronic information provides design information current as of the date of its release. It shall be
the responsibility of the party receiving the data to examine it to see that it contains the necessary files and information
requested. In transferring the files in electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris,
Kuske & Tunstall Consulting Engineers, Inc. makes no representations as to the usability or readability of documents
resulting from the use of software application packages, operating systems, or computer hardware differing from those
used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. in the
preparation of such data.
From: Johnson, Kelly[mailto:kelly.p.iohnson(dncdenr.gov]
Sent: Friday, December 28, 2012 9:43 AM
To: Phil Norris
Subject: Monkey Market
Phil,
We received this application, and I have a couple of questions for you:
1.) Soils:
a. Has Vince been out to the site? If not, please contact him for his site visit at 910.796.7378.
b. Infil Rate: The soils report cover says that the rate is 1-3 in/hr, but the supplement says 3in/hr?
c. Elevations: The soils report provides the depths to the SHWT from existing grades, but does not show
the elevation of existing grades. Please provide the existing grade elevations for the borings.
2.) Applicant:
a. Applicant: Is the applicant the owner, lessee, purchaser or developer? There is foreclosure paperwork
in the package, but I don't know how this relates to the applicant listed? Please see Section III(1)(c).
b. Sec of State: The Secretary of State shows that the LLC is member -managed but it lists managers of the
organization. Why is that? That is unusual.
Thanks,
Kelly
*** My email has changed to kellv.o.iohnsonCdncdenr.gov
ICCI I I�01�I&SOIA,
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, INC 28405-3845
Office: 910.796.7331
Fax: [phone]

E-mail correspondence to and from this address may be subject to the North Carolina Public Records law and may be
disclosed to third parties.
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Complet�er�/ ss Review Checklist
Project Name: � y
�O�kEM f ' /R-Q t -7 Received Date: dl C
Project Location: CAJtS E -YLAA Accepted Date: Lj CZA
Rule(s) 13To08 Coastal 1-11995 Coastal Phase II (WiRO) Universal 1:11988 Coastal
(Type of Permit: ew or Mod or PR (Existing Permit # (Mod or PR): MPE Cert on File?
Density: OD or LD Type: Conimerctal or Residential uNCG:
%: (%OK?) Stream Class: C •)SI.J MSA Map MOffsite to SW8
Subdivided?: S6clivisN or Single Lot I MORW Mao nExemot
Paperwork Emailed Engineer on:
118,applement(s) (1 original per BMP) BMP Type(s): 19b
DO&M with correct/original signatures (1 original per BMP except LS/VFS and swales)
Application with correct/original signatures R��t�M� �YJota(1�4i(�(
4.. Corp or LLC: Sig. Auth. per SoS or I� etter ��os`o,.' Note to Reviewer
$505 (within 6mo) � I� ( aQUCF1M C
LJ"oils Report with SHWT a Esc cNinCC �N
0
n alculations (signed/sealed) 5 -� �c 5yP-X Srovv
F1No obvious errors ttSfS0�
nn-nsity includes common areas, etc
Restrictions, if su
& Notarized V >041
1
-22;
Plans
M2 Sets
Grading
Vicinity Map
Legend
O irc(
'41/
0
wtiyy 31y%k cmSeQP t
Cwfdt \etle(> �,t�S 1-
Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Wetlands: Delineated or No Wetlands
Layout (proposed BUA dimensions)
�DA Maps Project Boundaries
. ,y\cmov d ho+
QX 44�4 �cxc,v-�)s
SoAS MJkWt
ly
Infiltration �a Wet Pond offsite
^q� Q
Soils Report \ °Q Soils Report MPE Cert for Master Lot #:
SHWT: (6.33 �SHWT: Deed Rest for Master Lot # Matches Master
Bottom: PP: BUA Permitted (Master): sf
Visited: BUA Proposed (offsite): sf
Additional Information:
Permitted
Proposed: Proposed: Proposed:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

1127 Floral Parkway
Suite 400
Wilmington, NC 28403
[phone]
[phone] Fax
John S. Tunstall, PE
December21, 2012
Ms. Jo Casmer
Norris & Tunstall
Consulting Engineers, P.C.
NC DENR / Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Permit Submittal
The Monkey Market
New Hanover County, NC
' N&T Project No. 12095
Dear Ms. Casmer:
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, P.E.
Enclosed are two (2) sets of plans for the above referenced project, which include the
drainage area plans, one (1) set of calculations, one (1) copy of the stormwater
narrative, one (1) USGS map, one (1) copy of the soils / infiltration system report, one
(1) copy of the deed, one (1) copy of the Articles of Organization, the original Division of
Water Quality Stormwater Management Permit application, the original SW-401
Infiltration Basin Supplement form, the original Infiltration Basin Operation and
Maintenance Agreement and a $505.00 check for the permit review fee.
Please review this information for approval and contact us with any questions or
comments you may have. Thank you for your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
J. hilli Norris, P.
P
PN/neh
12095 12-21-12-s-sw-ftr
Enclosures
cc: Stephen Ohm / Palay Investments, LLC
DEC 2 7 2011
8
NCBELS License C-3641

STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
The Monkey Market
New Hanover County, North Carolina
For
Palay Investments, LLC
6123 Lydden Road
Wilmington, NC 28409
[phone]
December 2012
Prepared by:
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
1127 Floral Parkway, Suite 400
Wilmington, North Carolina 28403
[phone]
[phone] (Fax)
License # C-3641
N&T Project No. 12095
r
1�IVE'
DEC 2 7 2012
BY

NARRATIVE
DESCRIPTION:
The project site is a 1.65 acre tract located in New Hanover County, North
Carolina. The soils of the site consist of fine sandy soils and grades ranging from 0% to
2%. Approximately 1.11 acres will be graded to allow construction of a drive thru
convenience store with paved parking and paved access. The runoff from the site is
estimated using the SCS peak discharge method 10-year design storm and rainfall data
for the area. Construction is scheduled to begin as soon as all permits and approvals
are obtained.
The project consists of a drive thru convenience store and paved parking and
access. Approximately 1.11 acres will be disturbed and 0.34 acres (21t%) will be
covered by impervious surfaces.
EROSION CONTROL MEASURES:
The attached plans and specifications outline the requirements for erosion
control measures. Silt fencing will be provided along the perimeter and at each side of
the entrance drive where stormwater would be expected to sheet flow from disturbed
areas directly to adjacent property. Gravel check dams will not be provided unless the
Contractor has to temporarily discharge into an open ditch instead of the proposed
storm drain outfall. A gravel construction entrance will be constructed at the entrance.
Maintenance will be provided by the grading contractor and developer.
STORMWATER MANAGEMENT MEASURES:
The project site is located in New Hanover County. Land disturbing on the site
will exceed one acre, which requires the site to comply with the County and State
Regulations. The stormwater runoff from the development will be directed to the
infiltration basin. The stormwater detention pond was designed to accommodate this
site at 20.6% impervious area lot coverage.
CONSTRUCTION SEQUENCE:
The Contractor will install the gravel construction entrance and silt fence prior to
beginning any clearing and grading operations. Additional silt fence will be installed
when and if conditions warrant during construction. Disturbed areas will be landscaped
or seeded upon completion.

EROSION CONTROL NOTES AND MAINTENANCE PLAN
1. All erosion and sediment control measures will be checked for stability and
operation following every runoff -producing rainfall, but in no case, less than once
every week and within 24 hours of every half -inch rainfall.
2. All points of egress will have construction entrances that will be periodically top -
dressed with an additional 2 inches of #4 stone to maintain proper depth. They
will be maintained in a condition to prevent mud or sediment from leaving the
site. Immediately remove objectionable material spilled washed or tracked onto
the construction entrance or roadways.
3. Diversion ditches will be cleaned out immediately to remove sediment or
obstructions from the flow area. The diversion ridges will also be repaired.
Swales must be temporarily stabilized within 21 calendar days of cease of any
phase of activity associated with a swale.
4. Sediment will be removed from behind the sediment fence when it becomes half
filled. The sediment fence will be repaired as necessary to maintain a barrier.
Stakes must be steel. Stake spacing will be 6 feet max. with the use of extra
strength fabric, without wire backing. Stake spacing will be 8 feet max. when
standard strength fabric and wire backing are used. If rock filters are designed at
low points in the sediment fence, the rock will be repaired or replaced if it
becomes half -full of sediment, no longer drains as designed or is damaged.
Land Quality Requires:
5. All seeded areas will be fertilized, reseeded as necessary and mulched
according to specifications in the vegetative plan to maintain a vigorous, dense
vegetative cover. All slopes will be stabilized within 21 calendar days. All other
areas will be stabilized within 15 working days.
Water Quality Requires:
6. All seeded areas will be fertilized, reseeded as necessary and mulched
according to specifications in the vegetative plan to maintain a vigorous, dense
vegetative cover. All perimeter dikes, swales, ditches, perimeter slopes, all
slopes steeper than 3' horizontal to 1' vertical (3:1) and all high quality water
(HQW) zones shall be provided temporary or permanent stabilization with ground
cover as soon as practicable but in any event within seven (7) calendar days
from the last land -disturbing activity. All other disturbed areas shall be provided
temporary or permanent stabilization with ground cover as soon as practicable
but in any event within fourteen (14) calendar days from the last land -disturbing
activity.
7. Flocculants will be used to address turbidity issues. The pumps, tanks, hoses
and inject systems will be checked for problems or turbid discharges daily.

8. Refer to new NPDES rules regarding basin outlet structures and skimmers shall
withdraw water from the surface.

SECTION 02920
SOIL EROSION AND SEDIMENTATION CONTROL
1. GENERAL
1.1 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.
1.2 The Contractor shall install all required silt fences, and construction entrances at
the initiation of work, and have these measures reviewed and approved by the local
permit authority prior to clearing and grading operations.
1.3 The Contractor shall, within 21 days of suspension or completion of land disturbing
activities, provide permanent protective covering for disturbed areas. Temporary
and permanent erosion control measures shall be coordinated to assure
economical, effective, and continuous erosion and siltation control throughout the
construction and post -construction period. Use the specked seed for both
temporary and permanent seeding.
2. PRODUCTS
2.1 Asphalt for anchoring mulch shall be Type SS-1 Emulsion.
2.2 Fertilizer shall be 10-10-10 grade or equivalent.
2.3 Lime shall be dolomitic agricultural ground limestone containing not less than 10
percent magnesium oxide.
2.4 Mulch shall be small grain straw, hay, wood chips, asphalt emulsion, jute or other
suitable material free of undesirable weed seed.
2.5 Phosphate shall be 20 percent superphosphate or equivalent.
2.6 Seed shall be 20% carpet grass, 24% Bermuda, 20% turf Fescue, 10% Creeping
Red Fescue, and 24% Annual Rye grain. Bermuda seed shall be hulled for warm
weather planting and unhulled for cool weather planting. Purity of seed shall be a
minimum of 98 percent and germination shall be a minimum of 85 percent.
2.7 Silt fence shall consist of NCDOT Class A fabric supported by metal posts spaced
not more than 6 feet on center. The bottom of the fabric shall be buried a minimum
of 6 inches.
2.8 Gravel for check dams shall be #57 washed stone.
2.9 Aggregate for construction entrance shall be #4 washed stone.

2.10 Stone rip rap for check dams and erosion control shall be NCDOT Class A or B as
shown.
3. EXECUTION
3.1 General: Take every practicable measure during construction or suspension to
work to minimize erosion and siltation. Measures should include good construction
practices, temporary physical barriers to sediment travel, settling basins for new
ditches, and establishment of vegetative cover.
3.2 Construction Practices
3.2.1 Avoid dumping soil or sediment into any wetland or watercourse.
3.2.2 Maintain an undisturbed vegetative buffer where possible between a natural
watercourse and trenching and grading operations.
3.2.3 Avoid equipment crossings of streams, creeks, and ditches where practicable.
3.2.4 Grade all cut, fill and ditch slopes to minimum slope of 3:1, unless otherwise shown
or directed.
3.3 Temporary Physical Barriers are required where sedimentation on offsite property
or excessive erosion is a problem.
3.3.1 Mulch shall be used for temporary stabilization of areas subject to excessive
erosion and for protection of seedbeds after planting where required.
1. Apply grain straw and hay at a rate of 75 to 100 pounds per 1,000 square feet
and wood chips at a rate of 500 pounds per 1,000 square feet. Jute and mesh
should be installed as per manufacturer's instructions.
2. Asphalt emulsion for slope stabilization should be applied at a rate of 1,000
gallons per acre. Asphalt emulsion used for anchoring straw should be applied
at a rate of 150 gallons per ton of straw.
3.3.2 Silt Fences shall be used at the base of slopes to restrict movement of sediment
from the site. Clean silt fence of accumulated sediment after each rainfall event
or when it exceeds a depth of 0.5 feet above natural grade.
3.3.3 Stone Check Dams, placed at the discharges of creeks, ditches, and swales, shall
consist of Class A or Class B erosion control stone at minimum two feet high and
three feet thick across the watercourse, with a one foot thick layer of gravel on
upstream side. Remove sediment if accumulated to a depth of 1.0 feet at upstream
face.
3.4 Vegetative Cover: Establish and maintain permanent vegetative cover on all
unpaved areas disturbed by the work.

3.4.1 Preparation of Seedbed: Areas to be seeded shall bey scarfed to a depth of 4
inches and 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:
Lime: 45 pounds per 1000 square feet
Phosphorous: 20 pounds per 1,000 square feet
Fertilizer: 17 pounds per 1000 square feet
3.4.2 Seeding: Disturbed areas shall be seeded with 2 to 3 pounds per 1000 square feet
of the specified seed mixture. Seed shall be worked into the bed to a depth of 1/4
inch. Regrade and seed eroded areas immediately
3.4.3 Mulch all areas immediately after seeding. Mulch shall be applied and anchored as
specified hereinbefore. Reapply as necessary to retain cover until grass is
established.
3.5 Construction Entrance: Provide an aggregate drive, 20 feet wide by 50 feet long by
6 inches thick at each entrance to the site used by construction vehicles, until such
time as the permanent roadway is constructed. Remove soil if accumulated to a
depth greater than 0.5 inches.
3.6 Maintenance: The Owner and Contractor shall be responsible for maintaining all
temporary and permanent erosion control measures. Temporary structures shall
be maintained until such time as vegetation is firmly established in the area
protected by the structure. Permanent streambank protection and grassed areas
shall be maintained until completion of the project. Areas that fail to show a
suitable stand of grass or which are damaged by erosion shall be immediately
repaired.
END OF SECTION

PALAY INVESTMENTS O 6
6013 STEWART BEND RD
GIBSONVILLE, NC 27249-8743 66-1121531
1a as �,c�i
NC n
�1V� �rAY� Ce�1 F1Jt..'' C4nC\ Ci0 1�>r7
030E.'
"CH BANKING AND TRUST COMPANY (�a 11- -BANK BST BBT.Com
': 0 5 3 10 b 1 2 b ------ T�
Of WATF9
Date: /- 7 Z - 43
Project Nome:
Project No: -:5L-7F/3,j///
County:
The Wilmington Regional Office of the Division of Water Quality received
your Stormwater Permit Application 6 $505 fee on
Your project will be reviewed within 75 days of receipt 4 you will be notified
if additional information is needed. Pleas¢ be advised that the construction
of built -upon area may not commence until the Stormwater Permit is issued.
If you have any questions please contact any member of the Stormwater
review staff in the Wilmington Regional Office at [phone].
7o Casmer
Administrative Assistant

0 1000 2000 3000
FEET
3 Ji
4 :�

Prepared by:
Mail After Recording to:
Brief Description for the Index:
1111111111111
2010033633
FDR REGISTPRTION REGISTER OF DEEDS IS
MrNNNHAWVEP CODNTTNC
2010 MY 23 S.SB:44 0
BK.5521 pG•.1agwj9 FEEV7.00
109 1 V190
James R. Prevane, Jr., (sb) Parcel ID # &&I Im- -0jr7 -�
PREVATTE & PREVATTE, PLLC J/
P. O. Box 10969, Southport, NC 29461
5111 Carolina Beach Road, Wilmington, NC 29412
NOTICE OF FORECLOSURE OF A DEED OF TRUST
NEW HANOVER COUNTY, NORTH CAROLINA
N.C.G.S.45-38
THIS INSTRUMENT, made this the 3rd day of November, 2010,
Jessie G. Yates, III and Kenneth W. Mabe, Security Savings Bank,
Melissa L. Yates Trustee Beneficiary
Grantors
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.
The undersigned Substitute Trustee hereby files this Notice of Foreclosure on that debt or
other obligation in the original amount of $1,400,000.00 secured by the Deed of Trust executed
by JESSIE G. YATES, III AND MELISSA L. YATES, Grantors, KENNETH W. MABE,
Trustee and SECURITY SAVINGS BANK, Beneficiary dated FEBRUARY 20, 2008, and
recorded on FEBRUARY 20, 2008 in Book 5280 at pages 2887-2894 of the New Hanover
County Public Registry pursuant to the provisions of G.S. 45-38.
Said Deed of Trust was foreclosed,on OCTOBER 22, 2010, and the lands conveyed
thereby to SECURITY SAVINGS BANK by Substitute Trustee's Deed recorded on
'2010.
The Substitution of Trustee for the Deed of Trust was recorded in Book 5499 at page
383-386 on JULY 22, 2010.
EOPOVE
DEC 272012
BY:

r:4
IN WITNESS WHEREOF, the Substitute Trustee has set his ]
written.
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
and year first above
Jr., Substitute Trustee
1, MARY E. DAVIS, a Notary Public of Brunswick County, North Carolina, do hereby
certify that JAMES R. PREVATTE, JR., Substitute Trustee, personally appeared before me this
day and acknowledged the execution of the foregoing notice o oreclosurc. ))
Witness my hand and notarial seal this the—d day of OPi=" At k , 2010.
My Commission Expires
JULY 07, 2012
Mary E. Davis, Notary Public
�
��' � DAN18
B ry
c , NC

'.
0j
NTY.
�� SH'
JENNIFER H. MACNEISH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
•fNttMttffttNftf ttf ff f11 fN111NfN1fNf RNf1..N........NN......NINNtt.N.NON...Nf f1NN.NIN1N1Nt
Filed For Registration: 1112312010 09:58:44 AM
Book: RE 5527 Page: 1891-1893
Document No.: 2010033633
3 PGS $17.00
Recorder: CARTER, CAROLYN
State of North Carolina, County of Now Hanover
PLEASE RETAIN YELLOW TRAILER PAGE WITH ORIGINAL DOCUMENT.
*2010033633*
2010033633

THIS INSTRUMENT PREPARED BY:
Security Savings Bank
PO Box 10069
Southport, NC 28461
LOAN NUMBER: C-08-02-000097
I
00800NOW,,
FOR REGI&TRRTION REGrSTER OF DEEDS
NENRHRNOVERPCONNT" R
YOOB ", " 03 54 31 NC
PM
BK:52@0 PG: V7_; FEE: $31. 0p
16T 120/7143
AFTER RECORDING RETURN TO:
Security Savings Bank
PO Box 10069
Southport, NC 29461
(Space Above This Line For Recording Data)
COMMERCM L REAL ESTATE DEED OF TRUST
COMMERCIA1. MAL ESTATE DEED OF TRUST ("Security Instrument") is made on February 20, 2008
raj
�ose address is 5146 Old Hwy 41, Wallace, North Carolina 28466 ; and Melissa L Yates,
"` ���} bld Hwy 41, Wallace, North Carolina 28466 the grantor(s) ("Grantor"). The trustee is
Kenneth W. Mahe whose address is 300 N Howe St, Southport, North Carolina 28461 , ("Trustee"). The
beneficiary is Security Savings Bank whose address is PO Box 10069, Southport, North Carolina 29461
("Lender"), which is organized and existing under the laws of the state of North Carolina. Grantor in consideration
of loans extended by Lender up to a maximum principal amount of One Million Four Hundred Thousand and
001100 Dollars ($1,400,000.00) ("Maximum Principal Indebtedness"), and for other valuable consideration, the
receipt of which is acknowledged, irrevocably grants, conveys and assigns to Trustee, in trust, with power of sale,
the following described property located in the County of New Hanover, State of North Carolina:
Address: 5111 Carolina Beach Rd., Wilmington, North Carolina 29412
Legal Description: Exhibit A
Together with all easements, appurtenances abutting streets and alleys, improvements, buildings, fixtures,
tenements, hereditament&, equipment, rents, income, profits and royalties, personal goods of whatever description
and all other rights and privileges including all minerals, oil, gas, water (whether groundwater, subterranean or
otherwise), water rights (whether riparian, appropriate or otherwise, and whether or not appurtenant to the above.
described real property), wells, well permits, ditches, ditch rights, reservoirs, reservoir rights, reservoir sites,
storage rights, dams and water stock that may now, or at any time in the future, be located on and/or used in
connection with the above -described real property, payment awards, amounts received from eminent domain,
amounts received from any and all insurance payments, and timber which may now or later be located, situated, or
affixed on and used in connection therewith (hereinafter called the "Property").
RELATED DOCUMENTS. The words "Related Documents" mean all promissory notes, security agreements,
prior mortgages, prior deeds of trust, business loan agreements, construction loan agreements, resolutions,
guaranties, environmental agreements, subordination agreements, assignments of leases and rents and any other
documents or agreements executed in connection with this Security Instrument whether now or hereafter existing.
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The Related Documents are hereby made a part of this Security Instrument by reference thereto, with the same
force and effect as if fully set forth herein.
INDEBTEDNESS. Ibis Security Inatni ent secures the principal amount shown above as may be evidenced by a
promissory note or notes of even, prior or subsequent date hereto, including future advances and every other
indebtedness of any and every kind now or hereafter owing from Grantor to Lender, howsoever created or arising,
whether primary, secondary or contingent, together with any interest or charges provided in or arising out of such
indebtedness, as well as the agreements and covenants of this Security Instrument and all Related Documents
(hereinafter all referred to as the "Indebtedness"). This Security instrument is given wholly or partly to secure
future obligations that may be secured hereunder.
MATURITY DATE. The Indebtedness, if not paid earlier, shall be due and payable on February 20, 2013.
FUTURE ADVANCES. To the extent permitted by law, this Security Instrument will secure future advances as if
such advances were made on the date of this Security instrument, regardless of the fact that from time to time there
may be no balance due under the note and regardless of whether the Lender is obligated to make such future
advances.
CROSS COLLATERALIZATION. It is the expressed intent of Grantor to cross collaternlize all of its
indebtedness and obligations to the Lender, howsoever arising and whensoever incurred.
WARRANTIES. Grantor, for itself, its heirs, personal representatives, successors, and assigns, represents,
warrants, covenants and agrees with Lender, its successors and assigns, as follows;
Performance of Obligations. Grantor promises to perform all terms, conditions, and covenants of this
Security Instrument and Related Documents in accordance with the terms contained therein.
Defense and Title to Property. At the time of execution and delivery of this instrument, Grantor is lawfully
seised of the estate hereby conveyed and has the exclusive right to mortgage, grant, convey and assign the
Property. Grantor covenants that the Property is unencumbered and free of all lima, except for encumbrances
of record acceptable to Lender. Further, Grantor covenants that Grantor will warrant and defend generally
the title to the Property against any and all claims and demands whatsoever, subject to the easements,
restrictions, or other encumbrances of record acceptable to Lender, as may be listed in the schedule of
exceptions to coverage in any abstract of title or tick insurance policy insuring Lender's interest in the
Property.
Condition of Property. The Grantor promises at all times to preserve and to maintain the Property and
every part thereof in good repair, working order, and condition and will from time to time, make all needful
and proper repairs so that the value of the Property shall not in any way be impaired.
Removal of any Part of the Property. Grantor promises not to remove any part of the Property from its
present location, except for replacement, maintenance and relocation in the ordinary course of business.
Alterations to the Property. Grantor promises to abstain from the commission of any waste on the
Property. Further, Grantor shall make no material alterations, additions or improvements of any type
whatever to the Property, regardless of whether such alterations, additions or improvements would increase
the value of the Property, nor permit anyone to do so except for tenant improvements and completion of
items pursuant to approved plans and specifications, without Lender's prior written consent, which consent
may be widdwld by Lender in its sole discretion. Grantor will comply with all laws and regulations of all
public authorities having jurisdiction over the premises relating to the use, occupancy and maintenance
thereof and shall upon request promptly submit to Lender evidence of such compliance.
Due on Sale - Lender's Consent. Grantor shall not sell, further encumber or otherwise dispose of, except as
herein provided, any or all of its interest in any part of or all of the Property without first obtaining the
written consent of Lender. if any encumbrance, lien, transfer or sale or agreement for these is crested,
Lender may declare immediately due and payable, the entire balance of the Indebtedness.
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Insurance. Grantor promises to keep the Property insured against such risks and in such form as may within
the sole discretion of Lender be acceptable, causing Lender to be named as loss payee or if requested by
Lender, as mortgagee. The insurance company shall be chosen by Grantor subject to Leader's approval,
which shall not be unreasonably withheld All insurance policies most provide that Lender will get a
minimum of 10 days notice prior to cancellation At Lender's discretion, Grantor may be required to produce
receipts of paid premiums and renewal policies. If Grantor fails to obtain the required coverage, Lender may
do so at Grantor's expense. Grantor hereby directs each and every insurer of the Property to nuke payment of
loss to Lender with the proceeds to be applied, only at Lender's option, to the repair and replacement of the
damage or loss or to be applied to the Indebtedness with the surplus, if any, to be paid by Lender to Grantor.
Payment of Taus and Other Applicable Charges. Grantor promises to pay and to discharge liens,
encumbrances, taxes, assessments, lease payments and any other charges relating to the Property when levied
or assessed against Grantor or the Property.
Environmental Laws and Hazardous or Toxic Materials. Grantor and every tenant have been, are
presently and shall continue to be in strict compliance with any applicable local, state and federal
environmental laws and regulations. Further, neither Grantor nor any tenant shall manufacture, store, handle,
discharge or dispose of hazardous or toxic materials as may be defined by any state or federal law on the
Property, except to the extent the existence of such materials has been presently disclosed in writing to
Lender. Grantor will immediately notify Lender in writing of any assertion or claim made by any party as to
the possible violation of applicable state and federal environmental laws including the location of any
hazardous or toxic materials on or about the Property. Grantor indemnifies and holds Lender harmless from
any liability or expense of whatsoever nature incurred directly or indirectly as a result of Grantors violation
of applicable local, state and federal environmental laws and regulations or Grantor's involvement with
hazardous or toxic materials.
Financial Wormation. Grantor agrees to supply Lender such financial and other information concerning its
affairs and the status of any of its assets as Lender, from time to time, may reasonably request Grantor
further agrees to permit Lender to verify accounts as well as to inspect, copy and to examine the books,
records and files of Grantor.
Lender's Right to Eater. The Lender or Lender's agents shall have the right and access to inspect the
Property at all reasonable torus in order to attend to Lenders interests and ensure cor*liance with the terms
of this Security Instrument. If the Property, or any part thereof, shall require inspection, repair or
maintenance which the Grantor has failed to provide, the Lender, after reasonable notice, may enter upon the
Property to effect such obligation; and the cost thereof shall be added to the Indebtedness and paid on the
Lender's demand by the Grantor.
ASSIGNMENT OF LEASES AND RENTS. As additional security for the payment of the htdebtedneas and the
performance of the covenants contained herein, Grantor hereby assigns and transfers over to Lender all rem,
income and profits ("Rents") under any present or future leases, subleases or licenses of the Property, including
any guaranties, extensions, amendments or renewals thereof, from the use of the Property. So long as Grantor is
not in default, Grantor may receive, collect and enjoy all Rents accruing from Ore Property, but not more than one
month in advance of the due date. Lender may also require Grantor, tenant and any other user of the Property to
make payments of Rents directly to Lender. However, by receiving any such paymema, Lender is not, and shall not
be considered, an agent for any party or entity. Any amounts collected may, at the Lender's sole discretion, be
applied to protect the Lenders interest in the Property, including but not limited to the payment of taxes and
insurance premiums and to the Indebtedness. At Lenders sole discretion, all leases, subleases and licenses must
first be approved by Lender.
CONDEMNATION. Grantor shall give Lender notice of any action taken or threatened to be taken by private or
public entities to appropriate the Property or any part thereof, through condemnation, eminent domain or any other
action Further, Lender shall be permitted to participate or intervene in any of the above described proceedings in
any marmer it shall at its sole discretion determine. Lender is hereby given full power, right and authority to
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receive and receipt for any and all damages awarded as a result of the full or partial taking or appropriation and in
its sole discretion, to apply said awards to the Indebtedness, whether or not then due or otherwise in accordance
with applicable law. Unless Lender otherwise agrees in writing, any application of proceeds to the Indebtedness
shall not extend or postpone the due date of the payments due under the Indebtedness or change the amount of
such payments.
GRANTOR'S ASSURANCES. At any time, upon a request of Lender, Grantor will execute and deliver to the
Lender, andif appropriate, cause to be recorded, such further mortgages, assignments, assignments of leases and
rents, security agreements, pledges, financing statements, or such other document as Lender may require, in
Lender's sole discretion, to effectuate, complete and to perfect as well as to continue to preserve the Indebtedness,
or the lien or security interest created by this Security Instrument.
ATTORNEY -IN -FACT. Grantor appoints Lender as attorney -in -fact on behalf of Grantor. If Grantor fails to
fulfill any of Grantor's obligations under this Security Instrument or any Related Documents, including those
obligations mentioned in the preceding paragraph, Lender as attorney -in -fat may fulfill the obligations without
notice to Grantor. This power of attorney shall not be affected by the disability of the Grantor.
EVENTS OF DEFAULT. The following events shall constitute default under this Security Instrument (each an
"Event of Default"):
(a) Failure to make required payments when due under Indebtedness;
(b) Faihtre to perform or keep any of the covenants of this Security Instrument or a default under any of
the Related Documents;
(c) The making of any oral or written statement or assertion to the Lender that is false or misleading in any
material respect by Grantor or any person obligated on the Indebtedness;
(d) The death, dissolution, insolvency, bankruptcy or receivership proceeding of Grantor or of any person
or entity obligated on the Indebtedness;
(e) Any assignment by the Grantor for the benefit of the Grantor's creditors;
(1) A material adverse change occurs in the financial condition, ownership or management of Grantor or
any person obligated on the Indebtedness; or
(g) The Lender deems itself insecure for any reason whatsoever.
REMEDIES ON DEFAULT. Upon the occurrence of an Event of Default, Lender may, without demand or
notice, pay any or all taxes, assessments, premiums, and liens required to be paid by Grantor, effect any insurance
provided for herein, make such repairs, cause the abstracts of title or title insurance policy and tax histories of the
Property to be certified to date, or procure new abstracts of title or title insurance and tax histories in case none
were furnished to it, and procure title reports covering the Property, including surveys. The amounts paid for any
such purposes will be added to the Indebtedness and will bear interest at the rate of interest otherwise accruing on
the Indebtedness until paid In the event of foreclosure, the abstracts of title or title insurance shall become the
property of the Lender. All abstracts of title, title insurance, tax histories, surveys, and other documents pertaining
to the Indebtedness will remain in Lender's possession until the Indebtedness is paid in full.
IN THE EVENT OF THE SALE OF THIS PROPERTY UNDER THE PROCEDURE FOR FORECLOSURE OF
A SECURITY INSTRUMENT BY ADVERTISEMENT, AS PROVIDED BY APPLICABLE LAW, OR IN THE
EVENT THE LENDER EXERCISES ITS RIGHTS UNDER THE ASSIGNMENT OF LEASES AND RENTS,
THE GRANTOR HEREBY WAIVES ANY RIGHT TO ANY NOTICE OTHER THAN THAT PROVIDED
FOR SPECIFICALLY BY STATUTE, OR TO ANY JUDICIAL HEARING PRIOR TO SUCH SALE OR
OTHER EXERCISE OF RIGHTS.
Upon the occurrence of an Event of Default, Lender may, without notice unless required by law, and at its option,
declare the entire Indebtedness due and payable, as it may elect, regardless of the date or dates of maturity thereof
and, if permitted by state law, is authorized and empowered to sell or to cause the Property to be sold at public
auction, and to execute and deliver to the purchaser or purchasers at such sale any deeds of conveyance good and
sufficient at law, pursuant to the statute in such case made and provided, and out of the proceeds of the sale to
retain the suns then due hereunder and all costs and charges of the sale, including attorneys' fees, rendering any
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surphms to the party or parties entitled to it The recitals in the t wice's deed shall be prima facie evidence of the
truth of the statements made in it. If Lender chooses to invoke the power of sale, Lender or Trustee will provide
notice of sale pursuant to applicable law. Any such We or a sale made pursuant to a judgment or a decree for the
foreclosure hereof may, at the option of Lender, be made en masse. The commencement of proceedings to
foreclose this Mortgage in any maffier authorized by law shall be deemed as exercise of the above option.
Upon the occurrence of an Event of Default, Lender shall immediately be entitled to make application for and
obtain the appointment of a receiver for the Property and of the earnings, income, issue and profits of it, with the
powers as the court making the appointments confers. Grantor hereby irrevocably consents to such appointment
and waives notice of any application therefor.
NO WAIVER. No delay or failure of Lender to exercise any right remedy, power or privilege hereunder shall
affect that right remedy, power or privilege nor shall any single or partial exercise thereof preclude the exercise of
any right, remedy, power or privilege. No Lender delay or failure to demand strict adherence to the terms of this
Security Instrument shall be deemed to constitute a course of conduct inconsistent with Lenders right at any time,
before or after an event of default, to demand strict adherence to the terms of this Security Instrument and the
Related Docurrients.
SUBSTITUTE TRUSTEE. Lender may from time to time remove Trustee and appoint a successor trustee to any
Trustee appointed hereunder by an instrument recorded in the county in which this Security Instrument is recorded.
Without conveyance of the Property, the successor trustee shall succeed to all the title, power and duties conferred
upon Trustee herein and by applicable law.
JOINT AND SEVERAL LIABILITY. If this Security Instrument should be signed by more than one person, all
persons executing this Security Instrument agree that they shall be jointly and severally bound, where permitted by
law.
SURVIVAL. The Lender's rights in this Security Instrument will continue in its successors and assigns. This
Security Instrument is binding on all heirs, executors, administrators, assigns and successors of the Grantor.
NOTICES AND WAIVER OF NOTICE. Unless otherwise required by applicable law, any notice or demand
given by Lender to any party is considered effective when it is deposited in the United States Mail with the
appropriate postage, mailed to the address of the party given at the beginning of this Security Instrument unless an
alternative address has been provided to Lender in writing. To the extent permitted by law, Grantor waives notice
of Lender's acceptance of this Security Instrument, defenses based on suretyship, any defense arising from any
election by Lender under the United States Bankruptcy Code, Uniform Commercial Code, as enacted in the state
where the Lender is located or other applicable law or in equity, demand, notice of acceleration, notice of
nonpayment presentment protest, notice of dishonor and any other notice.
TO THE EXTENT PERMITTED BY LAW, GRANTOR WAIVES ANY RIGHT TO NOTICE, OTHER
THAN THE NOTICE PROVIDED ABOVE, AND WAIVES ANY RIGHT TO ANY HEARING,
JUDICIAL OR OTHERWISE, PRIOR TO THE LENDER EXERCISING ITS RIGHTS UNDER THIS
SECURITY INSTRUMENT.
WAIVER OF APPRAISEMENT RIGHTS. Grantor waives all appraisement rights relating to the Property to
the extent permitted by law.
LENDER'S EXPENSES. Grantor agrees to pay all expenses incurred by Lender in connection with enforcement
of its rights under the Indebtedness, this Security Instrument or in the event Lender is made party to any litigation
because of the existence of the Indebtedness or ibis Security hnstnument as well as court costs, collection charges
and reasonable attom eys' fees and disbursements.
ASSIGNABILITY. Lender may assign or otherwise transfer this Security Instrument or any of Lender's rights
under this Security Instrument without notice to Grantor. Grantor may not assign this Security Instrument or any
part of the Security Instrument without the express written consent of Lender.
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GOVERNING LAW AND AMMICTION. This Security Instrument will be governed by the laws of the State
of North Carolina.
SEVERABULXrY. If a court of competent jurisdiction determines any term or provision of this Security
Instrument is invalid or prohibited by applicable law, that term or provision will be ineffective to the extent
required. Any term or provision that has been determined to be invalid or prohibited will be severed from the rest
of the Security Instrument without invalidating the remainder of either the affected provision or this Security
Instrument
WAIVER OF JURY TRIAL. All parties to this Deed of Trust waive any right to trial by jury to the extent
allowed by law. This jury trial waiver applies to any claims or disputes related or incidental to the
relationship established between the parties to this Deed of Trust.
ORAL AGREEMENTS DISCLAIMER This Security Instrument represents the final agreement between the
parties and may not be contradicted by evidence of prior, contemporaneous or subsequent oral agreements of the
parties. There are no unwritten oral agreements between the parties.
By signing this Security Instrument, each Grantor acknowledges that all provisions have been read and
and stood. Sin sealed by Grantor (a):
Jes Yates, Ili Date Melissa L Yates Date
Indi itially Individually
Witnessed �
Name: Date Name: Date
INDIVIDUAL ACKNOWLEDGMENT
STATE OF NORTH CAROLINA )
COUNTY OF NEW HANOVER )
III
a ffiNNINAIM, do hereby certify that Jesse G Yates/Melissa L Yates; personally
appeared before me this day and they acknowledged the due execution of the foregoing instrument. Witness my
hand and official seal this: 08, both being person Ily known to me.
My commission expires: Sum A V\- A
jai ce
�� PN P. p �c
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(Official Seal) Z •
NOTARY
•*•
PUBLIC U=
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EKMIT '*e
All of Tract B in the Overton Division as the same is shown on map
recorded in Map Book 35 at Page 33 in the New Hanover County Registry,
and being the some lands described in deed recorded In Book 1938 at
Page 874 in said Registry.

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REBECCA P. SMITH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
Filed For Registration: 02120/2008 03:54:31 PM
Book: RE 5280 Page: 2887-2804
Document No.: 2008007143
Orr 8 PGS $32.00
Recorder. JOHNSON, CAROLYN
State of North Carolina, County of New Hanover
DOCUMENT OF
POOR (QUALITY
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING.
*2008007143*
zooeoonaa

North Carolina Secretary of State
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 2762"622 [phone]
Date: 12/5/2012
Click here to:
View Document Filings I File an Annual Report
Print a Pre -populated Annual Report Fillable PDF Form I Amended A Previous Annual Report I
Corporation Names
Name
Name Type
NC PALAY INVESTMENTS LLC
LEGAL
Limited Liability Company Information
SOSID:
1223368
Status:
Current -Active
Effective Date:
9/28/2011
Annual Report Due Date:
4/1512012
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
Office Address:
Mailing Address:
Principal Office
Office Address:
Mailing Address:
Officers
Title:
Name:
Business Address:
Title:
Name:
Business Address:
OHM,STEPHEN
6123 LYDDEN RD
WILMINGTON NC 28409
6123 LYDDEN RD
WILMINGTON NC 28409
6123 LYDDEN RD
WILMINGTON NC 28409
6123 LYDDEN RD
WILMINGTON NC 28409
MANAGER
BRITTNI OHM
6123 LYDDEN RD
WILMINGTON NC 28409
MANAGER
STEPHEN PERRY OHM
6123 LYDDEN RD
WILMINGTON NC 28409
FCF__0VE'P_
DEC 2 7 2012
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
3763
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=9842112

C201127100188
SOSID: 1223368
Date Filed: 9/28/20113:17:00 PM
` Elaine F. Marshall
North Carolina Secretary of State
State of North Carolina C201127100188
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit
these Articles of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is: PaLay Investments LLC
2. If the limited liability company is to dissolve by a specific date, the latest date on which the
limited liability company is to dissolve: (If no dare for dissolution is specified, there shall be no
limit on the duration of the limited liability company.)
3. The name and address of each person executing these articles of organization is as follows:
(State whether each person is executing these articles of organization in the capacity of a
member, organizer or both. Note: This document must be signed by all persons listed here).
Bethany Benson - Organizer - 5668 E 61st Street Commerce, CA 90040
4. The street address and county of the initial registered office of the limited liability company is:
Number and Street 6013 Stewart Bend Rd
City, State, Zip Code Gibsonville, NC 27249
County Guilford
5. The mailing address, if different from the street address, of the initial registered office is:
6. The name of the initial registered agent is: Stephen Ohm
7. Principal office information: (Select either a or b)
a. 0 The limited liability company has a principal office.
The street address and county of the principal office of the limited liability company is:
Number and Street 6013 Stewart Bend Rd.
City, State, Zip Code Gibsonville, NC County Guilford
The mailing address, if different from the street address, of the principal office of the corporation is:
b. ❑ The limited liability company does not have a principal office.

C201127100188
S. Check one of the following:
✓ (i) Member -managed LLC: all members by virtue of their status as members shall be
managers of this limited liability company.
(ii) Manager -managed LLC: except as provided by N.C.G.S. Section 57C-3-20(a), the
members of this limited liability company shall not be managers by virtue of their status as
members.
9. Any other provisions which the limited liability company elects to include are attached.
10. These articles will be effective upon filing, unless a date and/or time is specified:
This is the 23rd day of September 2011
i
Bethany Benson, Organizer
Type or Print Name and Title
NOTES:
I. Filing fee is $125. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P.O. Box 29622 RALEIGH, NC 27626-0622
(Revised January 2002) (Form L-01)
Instructions for Filing

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1S
Predevelopment
Subcat Reach Aon Ink
2S
Post Development
77
Infil Basin

H:\PROJECTS\2012\12095\12095 CALCS\Storm Water\
12095 Pre-Post-NCDENR-12-18-12 Type 1/124-hr 1 YR Rainfall=3.80"
Prepared by Norris & Tunstall Consulting Engineers
HydroCAD® 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 12/18/2012
Time span=0.00-25.00 hrs, dt=0.05 hrs, 501 points
Runoff by SCS TR-20 method, UH=SCS
Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method
Subcatchment IS: Predevelopment
Runoff Area=30,000 sf Runoff Depth=1.20"
Tc=5.0 min CN=70 Runoff=0.92 cfs 0.069 of
Subcatchment 2S: Post Development Runoff Area=30,000 sf Runoff Depth=2.28"
Tc=5.0 min CN=85 Runoff=1.84 cfs 0.131 of
Pond 1P: Infil Basin Peak Elev=20.68' Storage=1,924 cf Inflow=1.84 cfs 0.131 of
Primary=0.24 cfs 0.131 of Secondary=0.00 cfs 0.000 of Outflow=0.24 cfs 0.131 of

HAPROJECTS\2012\12095\12095 CALCS\Storm Water\
12095 Pre-Post-NCDENR-12-18-12
Prepared by Norris & Tunstall Consulting Engineers
HvdroCAD® 7.10 s/n 000479 @ 2005 HvdroCAD Software
Type /// 24-hr 1 YR Rainfall=3.80"
Subcatchment 1S: Predevelopment
Runoff = 0.92 cfs @ 12.09 hrs, Volume= 0.069 af, Depth= 1.20"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-25.00 hrs, dt= 0.05 hrs
Type III 24-hr 1 YR Rainfall=3.80"
Area (sf) CN Description
30,000 70 Woods, Good, HSG C
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (fUsec) (cfs)
5.0 Direct Entry,
Subcatchment 1S: Predevelopment
Hydrograph
Type III 24-hr 1 YR
Rainfall=3.80rr
Runoff Area=30,000 sf
Runoff Volume=0.069 of
Runoff Depth=1.20rr
Tc=5.0 min
CN=70
7 8 9 10 11 12 13 14 15 16 17 18
Time (hours)
—Runoff

H:\PROJECTS\2012\12095\12095 CALCS\Storm Water\
12095 Pre-Post-NCDENR-12-18-12 Type/1/ 24-hr 1 YR Rainfall=3.80"
Prepared by Norris & Tunstall Consulting Engineers
u... i,, r 4ncn 7 1n cln nnn479 M 2005 HvdroCAD Software Solutions LLC 12/18/2012
Subcatchment 2S: Post Development
Runoff = 1.84 cfs @ 12.08 hrs, Volume= 0.131 af, Depth= 2.28"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-25.00 hrs, dt= 0.05 hrs
Type III 24-hr 1 YR Rainfall=3.80"
Area (sf) CN Description
15,000 98 Paved parking & roofs
15,000 72 Woods/grass comb.,Good HSG C
30,000 85 Weighted Average
Tc Length Slope Velocity Capacity Description
5.0
0
Direct Entry,
Subcatchment 2S: Post Development
Hydrograph
Type III 24-hr 1 YR
Rainfall=3.80"
Runoff Area=30,000 sf
Runoff Volume=0.131 of
Runoff Depth=2.28"
Tc=5.0 min
CN=85
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25
Time (hours)
Runoff

H:\PROJECTS\2012\12095\12095 CALCS\Storm Water\
12095 Pre-Post-NCDENR-12-18-12 Type l// 24-hr f YR Rainfall=3.80"
Prepared by Norris & Tunstall Consulting Engineers
HydroCAD® 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 12/18/2012
Pond 1P: Infil Basin
Inflow Area = 0.689 ac, Inflow Depth = 2.28" for 1 YR event
Inflow = 1.84 cfs @ 12.08 hrs, Volume= 0.131 of
Outflow = 0.24 cfs @ 12.66 hrs, Volume= 0.131 af, Atten= 87%, Lag= 35.1 min
Primary = 0.24 cfs @ 12.66 hrs, Volume= 0.131 of
Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of
Routing by Stor-Ind method, Time Span= 0.00-25.00 hrs, dt= 0.05 hrs
Peak Elev= 20.68' @ 12.66 hrs Surf.Area= 6,998 sf Storage= 1,924 cf
Plug -Flow detention time= 60.9 min calculated for 0.131 of (100% of inflow)
Center -of -Mass det. time= 60.9 min ( 878.6 - 817.7 )
Volume Invert Avail.Storage Storage Description
#1 20.40' 12,188 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic -feet) (cubic -feet)
20.40 6,662 0 0
22.00 8,573 12,188 12,188
Device Routing Invert Outlet Devices
#1 Primary 0.00' 1.500 in/hr Exfiltration over Surface area
#2 Secondary 21.25' 14.0' long x 20.0' breadth Emergency Spillway
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60
Coef. (English) 2.68 2.70 2.70 2.64 2.63 2.64 2.64 2.63
Primary OutFlow Max=0.24 cfs @ 12.66 hrs HW=20.68' (Free Discharge)
t1=Exfiltration (Exfiltration Controls 0.24 cfs)
Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=20.40' (Free Discharge)
2=Emergency Spillway ( Controls 0.00 cfs)

H:\PROJECTS\2012\12095\12095 CALCS\Storm Water\
12095 Pre-Post-NCDENR-12-18-12
Prepared by Norris & Tunstall Consulting Engineers
HydroCAD® 7.10 sln 000479 © 2005 HydroCAD Software
Pond 1P: Infil Basin
Hydrograph
Type 11124-hr 1 YR Rainfall=3.80"
Inflow Area=0.689 ac
Peak Elev=20.68'
Storage=1,924 cf
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
Time (hours)
—Inflow
Outflow
Primary
Secondary

H:\PROJECTS\2012\12095\12095 CALCS\Storm Water\
12095 Pre-Post-NCDENR-12-18-12 Type 111 24-hr 1 YR Rainfall=3.80"
Prepared by Norris & Tunstall Consulting Engineers
HydroCAD® 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 12/18/2012
Hydrograph for Pond 1 P: Infil Basin
Time Inflow Storage Elevation Outflow
0.00
0.00
0
20.40
0.00
0.00
0.00
0.50
0.00
0
20.40
0.00
0.00
0.00
1.00
0.00
0
20.40
0.00
0.00
0.00
1.50
0.00
0
20.40
0.00
0.00
0.00
2.00
0.00
0
20.40
0.00
0.00
0.00
2.50
0.00
0
20.40
0.00
0.00
0.00
3.00
0.00
0
20.40
0.00
0.00
0.00
3.50
0.00
0
20.40
0.00
0.00
0.00
4.00
0.00
0
20.40
0.00
0.00
0.00
4.50
0.00
0
20.40
0.00
0.00
0.00
5.00
0.00
0
20.40
0.00
0.00
0.00
5.50
0.00
0
20.40
0.00
0.00
0.00
6.00
0.00
0
20.40
0.00
0.00
0.00
6.50
0.00
0
20.40
0.00
0.00
0.00
7.00
0.00
0
20.40
0.00
0.00
0.00
7.50
0.00
1
20.40
0.00
0.00
0.00
8.00
0.01
2
20.40
0.00
0.00
0.00
8.50
0.01
4
20.40
0.01
0.01
0.00
9.00
0.02
7
20.40
0.02
0.02
0.00
9.50
0.03
11
20.40
0.02
0.02
0.00
10.00
0.04
16
20.40
0.04
0.04
0.00
10.50
0.06
24
20.40
0.05
0.05
0.00
11.00
0.08
34
20.41
0.07
0.07
0.00
11.50
0.15
60
20.41
0.13
0.13
0.00
12.00
1.22
516
20.48
0.23
0.23
0.00
12.50
0.40
1,893
20.68
0.24
0.24
0.00
13.00
0.17
1,881
20.68
0.24
0.24
0.00
13.50
0.14
1,719
20.65
0.24
0.24
0.00
14.00
0.11
1,512
20.62
0.24
0.24
0.00
14.50
0.10
1,270
20.59
0.24
0.24
0.00
15.00
0.09
1,008
20.55
0.24
0.24
0.00
15.50
0.07
727
20.51
0.24
0.24
0.00
16.00
0.06
426
20.46
0.23
0.23
0.00
16.50
0.05
110
20.42
0.23
0.23
0.00
17.00
0.05
25
20.40
0.05
0.05
0.00
17.50
0.04
21
20.40
0.04
0.04
0.00
18.00
0.04
18
20.40
0.04
0.04
0.00
18.50
0.04
17
20.40
0.04
0.04
0.00
19.00
0.03
16
20.40
0.03
0.03
0.00
19.50
0.03
15
20.40
0.03
0.03
0.00
20.00
0.03
14
20.40
0.03
0.03
0.00
20.50
0.03
14
20.40
0.03
0.03
0.00
21.00
0.03
13
20.40
0.03
0.03
0.00
21.50
0.03
12
20.40
0.03
0.03
0.00
22.00
0.03
12
20.40
0.03
0.03
0.00
22.50
0.02
11
20.40
0.02
0.02
0.00
23.00
0.02
11
20.40
0.02
0.02
0.00
23.50
0.02
10
20.40
0.02
0.02
0.00
24.00
0.02
9
20.40
0.02
0.02
0.00
24.50
0.00
0
20.40
0.00
0.00
0.00
25.00
0.00
0
20.40
0.00
0.00
0.00

H:\PROJECTS\2012\12095\12095 CALCS\Storm Water\
12095 Pre-Post-NCDENR-12-18-12 Type 111 24-hr 1 YR Rainfall=3.80"
Prepared by Norris & Tunstall Consulting Engineers
HvdroCADO 7.10 s/n 000479 © 2005 HvdroCAD Software Solutions LLC 12/18/2012
Stage -Area -Storage for Pond 1 P: Infil Basin
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
20.40
6,662
0
20.42
6,686
133
20.44
6,710
267
20.46
6,734
402
20.48
6,758
537
20.50
6,781
672
20.52
6,805
808
20.54
6,829
944
20.56
6,853
1,081
20.58
6,877
1,219
20.60
6,901
1,356
20.62
6,925
1,495
20.64
6,949
1,633
20.66
6,973
1,772
20.68
6,996
1,912
20.70
7,020
2,052
20.72
7,044
2,193
20.74
7,068
2,334
20.76
7,092
2,476
20.78
7,116
2,618
20.80
7,140
2,760
20.82
7,164
2,903
20.84
7,188
3,047
20.86
7,211
3,191
20.88
7,235
3,335
20.90
7,259
3,480
20.92
7,283
3,626
20.94
7,307
3,772
20.96
7,331
3,918
20.98
7,355
4,065
21.00
7,379
4,212
21.02
7,403
4,360
21.04
7,426
4,508
21.06
7,450
4,657
21.08
7,474
4,806
21.10
7,498
4,956
21.12
7,522
5,106
21.14
7,546
5,257
21.16
7,570
5,408
21.18
7,594
5,560
21.20
7,618
5,712
21.22
7,641
5,864
21.24
7,665
6,017
21.26
7,689
6,171
21.28
7,713
6,325
21.30
7,737
6,480
21.32
7,761
6,634
21.34
7,785
6,790
21.36
7,809
6,946
21.38
7,832
7,102
21.40
7,856
7,259
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
21.42
7,880
7,417
21.44
7,904
7,574
21.46
7,928
7,733
21.48
7,952
7,892
21.50
7,976
8,051
21.52
8,000
8,211
21.54
8,024
8,371
21.56
8,047
8,531
21.58
8,071
8,693
21.60
8,095
8,854
21.62
8,119
9,016
21.64
8,143
9,179
21.66
8,167
9,342
21.68
8,191
9,506
21.70
8,215
9,670
21.72
8,239
9,834
21.74
8,262
9,999
21.76
8,286
10,165
21.78
8,310
10,331
21.80
8,334
10,497
21.82
8,358
10,664
21.84
8,382
10,832
21.86
8,406
10,999
21.88
8,430
11,168
21.90
8,454
11,337
21.92
8,477
11,506
21.94
8,501
11,676
21.96
8,525
11,846
21.98
8,549
12,017
22.00
8,573
12,188

H:\PROJECTS\2012\12095\12095 CALCS\Storm Water\
12095 Pre-Post-NCDENR-12-18-12 Type 111 24-hr 10 YR-NHC Rainfall=7.00"
Prepared by Norris & Tunstall Consulting Engineers
HydroCAD® 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 12/18/2012
Time span=0.00-25.00 hrs, dt=0.05 hrs, 501 points
Runoff by SCS TR-20 method, UH=SCS
Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method
Subcatchment 1S: Predevelopment Runoff Area=30,000 sf Runoff Depth=3.62"
Tc=5.0 min CN=70 Runoff=2.92 cfs 0.208 of
Subcatchment 2S: Post Development Runoff Area=30,000 sf Runoff Depth=5.25"
Tc=5.0 min CN=85 Runoff=4.15 cfs 0.301 of
Pond 1P: Infil Basin Peak Elev=21.22' Storage=5,846 cf Inflow=4.15 cfs 0.301 of
Primary=0.27 cfs 0.301 of Secondary=0.00 cfs 0.000 of Outflow=0.27 cfs 0.301 of

H:\PROJECTS\2012\12095\12095 CALCS\Storm Water\
12095 Pre-Post-NCDENR-12-18-12 Type /// 24-hr 10 YR-NHC Rainfall=7.00"
Prepared by Norris & Tunstall Consulting Engineers
Pond 1P: Infil Basin
Inflow Area = 0.689 ac, Inflow Depth = 5.25" for 10 YR-NHC event
Inflow = 4.15 cfs @ 12.07 hrs, Volume= 0.301 of
Outflow = 0.27 cfs @ 13.69 hrs, Volume= 0.301 af, Atten= 94%, Lag= 96.9 min
Primary = 0.27 cfs @ 13.69 hrs, Volume= 0.301 of
Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of
Routing by Stor-Ind method, Time Span= 0.00-25.00 hrs, dt= 0.05 hrs
Peak Elev= 21.22' @ 13.69 hrs Surf.Area= 7,639 sf Storage= 5,846 cf
Plug -Flow detention time= 201.2 min calculated for 0.301 of (100% of inflow)
Center -of -Mass det. time= 200.8 min ( 995.0 - 794.2 )
Volume
Invert Avail.Storage Storage
Description
#1
20.40'
12,188 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation
Surf.Area
Inc.Store
Cum.Store
(feet)
(sq-ft)
(cubic -feet)
(cubic -feet)
20.40
6,662
0
0
22.00
8,573
12,188
12,188
Device Routing Invert Outlet Devices
#1 Primary 0.00' 1.600 in/hr Exfiltration over Surface area
#2 Secondary 21.25' 14.0' long x 20.0' breadth Emergency Spillway
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60
Coef. (English) 2.68 2.70 2.70 2.64 2.63 2.64 2.64 2.63
Primary OutFlow Max=0.27 cfs @ 13.69 hrs HW=21.22' (Free Discharge)
t1=Exfiltration (Exfiltration Controls 0.27 cfs)
Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=20.40' (Free Discharge)
2=Emergency Spillway ( Controls 0.00 cfs)

HAPROJECTS\2012\1 2095\1 2095 CALCS\Storm Water\
12095 Pre-Post-NCDENR-12-18-12
Prepared by Norris & Tunstall Consulting Engineers
HvdroCAD® 7.10 s/n 000479 © 2005 HydroCAD Software
Type 111 24-hr 10 YR-NHC Rainfall= 7. 00"
Pond 1P: Infil Basin
Hydrograph
Inflow Area=0.689 ac
Peak Elev=21.22'
Storage=5,846 cf
7 6 9 10 11 12 13 14 15 16 17 16 19 20 21 22
Time (hours)
Inflow
outeow
Pnmary
Secondary

H:\PROJECTS\2012\12095\12095 CALCS\Storm Water\
12095 Pre-Post-NCDENR-12-18-12
Prepared by Norris & Tunstall Consulting Engineers
Type 111 24-hr 10 YR-NHC Rainfall=7.00"
Hydrograph for Pond 1 P: Infil Basin
Time
Inflow
Storage
Elevation
Outflow
Primary
Secondary
(hours)
(cfs)
(cubic -feet)
(feet)
(cfs)
(cfs)
(cfs)
0.00
0.00
0
20.40
0.00
0.00
0.00
0.50
0.00
0
20.40
0.00
0.00
0.00
1.00
0.00
0
20.40
0.00
0.00
0.00
1.50
0.00
0
20.40
0.00
0.00
0.00
2.00
0.00
0
20.40
0.00
0.00
0.00
2.50
0.00
0
20.40
0.00
0.00
0.00
3.00
0.00
0
20.40
0.00
0.00
0.00
3.50
0.00
0
20.40
0.00
0.00
0.00
4.00
0.00
0
20.40
0.00
0.00
0.00
4.50
0.00
0
20.40
0.00
0.00
0.00
5.00
0.00
1
20.40
0.00
0.00
0.00
5.50
0.01
3
20.40
0.01
0.01
0.00
6.00
0.01
5
20.40
0.01
0.01
0.00
6.50
0.02
7
20.40
0.02
0.02
0.00
7.00
0.02
10
20.40
0.02
0.02
0.00
7.50
0.03
14
20.40
0.03
0.03
0.00
8.00
0.04
19
20.40
0.04
0.04
0.00
8.50
0.06
26
20.40
0.06
0.06
0.00
9.00
0.08
35
20.41
0.08
0.08
0.00
9.50
0.11
46
20.41
0.10
0.10
0.00
10.00
0.13
59
20.41
0.13
0.13
0.00
10.50
0.18
77
20.41
0.17
0.17
0.00
11.00
0.24
102
20.42
0.22
0.22
0.00
11.50
0.40
241
20.44
0.23
0.23
0.00
12.00
2.83
1,839
20.67
0.24
0.24
0.00
12.50
0.84
5,341
21.15
0.26
0.26
0.00
13.00
0.36
5,751
21.21
0.26
0.26
0.00
13.50
0.29
5,840
21.22
0.27
0.27
0.00
14.00
0.23
5,828
21.22
0.27
0.27
0.00
14.50
0.20
5,738
21.20
0.26
0.26
0.00
15.00
0.18
5,602
21.19
0.26
0.26
0.00
15.50
0.15
5,421
21.16
0.26
0.26
0.00
16.00
0.12
5,195
21.13
0.26
0.26
0.00
16.50
0.11
4,934
21.10
0.26
0.26
0.00
17.00
0.10
4,655
21.06
0.26
0.26
0.00
17.50
0.09
4,358
21.02
0.26
0.26
0.00
18.00
0.08
4,043
20.98
0.26
0.26
0.00
18.50
0.07
3,717
20.93
0.25
0.25
0.00
19.00
0.07
3,387
20.89
0.25
0.25
0.00
19.50
0.06
3,055
20.84
0.25
0.25
0.00
20.00
0.06
2,720
20.79
0.25
0.25
0.00
20.50
0.06
2,382
20.75
0.25
0.25
0.00
21.00
0.06
2,044
20.70
0.24
0.24
0.00
21.50
0.05
1,705
20.65
0.24
0.24
0.00
22.00
0.05
1,364
20.60
0.24
0.24
0.00
22.50
0.05
1,023
20.55
0.24
0.24
0.00
23.00
0.05
681
20.50
0.24
0.24
0.00
23.50
0.04
337
20.45
0.23
0.23
0.00
24.00
0.04
43
20.41
0.09
0.09
0.00
24.50
0.00
1
20.40
0.00
0.00
0.00
25.00
0.00
0
20.40
0.00
0.00
0.00

HAPROJECTS\2012\12095\12095 CALCS\Storm Water\
12095 Pre-Post-NCDENR-12-18-12
Prepared by Norris & Tunstall Consulting Engineers
HvdroCADO 7.10 s/n 000479 © 2005 HvdroCAD Software
Type Ill 24-hr 10 YR-NHC Rainfall=7.00"
Stage -Area -Storage for Pond 1 P: Infil Basin
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
20.40
6,662
0
20.42
6,686
133
20.44
6,710
267
20.46
6,734
402
20.48
6,758
537
20.50
6.781
672
20.52
6,805
808
20.54
6,829
944
20.56
6,853
1,081
20.58
6,877
1,219
20.60
6,901
1,356
20.62
6,925
1,495
20.64
6,949
1,633
20.66
6,973
1,772
20.68
6.996
1,912
20.70
7,020
2,052
20.72
7,044
2,193
20.74
7,068
2,334
20.76
7,092
2,476
20.78
7,116
2,618
20.80
7,140
2,760
20.82
7,164
2,903
20.84
7,188
3,047
20.86
7,211
3,191
20.88
7,235
3,335
20.90
7,259
3,480
20.92
7,283
3,626
20.94
7,307
3,772
20.96
7,331
3,918
20.98
7,355
4,065
21.00
7,379
4,212
21.02
7,403
4,360
21.04
7,426
4,508
21.06
7,450
4,657
21.08
7,474
4,806
21.10
7,498
4,956
21.12
7,522
5,106
21.14
7,546
5,257
21.16
7,570
5,408
21.18
7,594
5,560
21.20
7,618
5,712
21.22
7,641
5,864
21.24
7,665
6,017
21.26
7,689
6,171
21.28
7,713
6,325
21.30
7,737
6,480
21.32
7,761
6,634
21.34
7,785
6,790
21.36
7,809
6,946
21.38
7,832
7,102
21.40
7,856
7,259
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
21.42
7,880
7,417
21.44
7,904
7,574
21.46
7,928
7,733
21.48
7,952
7,892
21.50
7,976
8,051
21.52
8,000
8,211
21.54
8,024
8,371
21.56
8,047
8,531
21.58
8,071
8,693
21.60
8,095
8,854
21.62
8,119
9,016
21.64
8,143
9,179
21.66
8,167
9,342
21.68
8,191
9,506
21.70
8,215
9,670
21.72
8,239
9,834
21.74
8,262
9,999
21.76
8,286
10,165
21.78
8,310
10,331
21.80
8,334
10,497
21.82
8,358
10,664
21.84
8,382
10,832
21.86
8,406
10,999
21.88
8,430
11,168
21.90
8,454
11,337
21.92
8,477
11,506
21.94
8,501
11,676
21.96
8,525
11,846
21.98
8,549
12,017
22.00
8,573
12,188

SCISID: 1223368
Date Filed: 9/4/2012 9:51:00 ANI
Elaine F. Marshall
North Carolina Secretary of State
AMENDED LIMITED LIABILITY COMPANY C201223000079
NAME OF LIMITED LIABILITY COMPANY: PaLay Investments LLC
SECRETARY OF STATE ID NUMBER: 1223368 STATE OF FORMATION: NC �s u"0*
REPORT FOR THE YEAR: 2012 ORIGINAL DOCUMENT ID: CA201204700402
SECTION A:
changes
1. NAME OF REGISTERED AGENT: Stephen Ohm
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTE$ CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS A COUNTY 4, REGISTERED OFFICE MAILING ADDRESS
rf,ltnhtFd�rt A$404"4G47,149fU`IA. ul.,n AIC_�_ �tryocl
SECTION B: PRINCIPAL OFPI INPORMA1=
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate Investment
2. PRINCIPAL OFFICE PHONE NUMBER: 3362601603 3. PRINCIPAL OFFICE EMAIL:
4. PRINCIPAL OFFICE STREET ADDRESS A COUNTY Sr PRINCIPAL OFFICE MAILING ADDRESS
raus2ewaaBeRdaa 61 a Ayd n a,1 6el a Stew. I SendAd
all' Rd
vc a oq�� CJ:Ir».ar�4oa
SECTION C: MANAGER38WJU PRWDROANIZM (Enter addl0onal ManageNMemberstOrganlzero In SeCOGn E.)
NAME: Stephen Perry Ohm NAME: Brittni Ohm
NAME:
TITLE: Manager TITLE: Manager TITLE:
ADDnRg$9i .,. .
60fl3TEWett'BERtfRd L1�a L� n I? 1 boT3T! r G►� dAe�Qd
SECTION D: CERTIFICATION OF ANN .A1 oe-ORT Section D must be Completed in Its entirelyb Y a peroonlbuaineea entity,
ewNATURe .
Form muo 0!pan ! MlNnA=naI1Wd~ Somw C d M fwm. DATE
P M w Type Nun at MWAWNWAW
(nAnau�f
TRLE
THIS ENTRY DOES NOT QUALIFY FOR THE 2011 ANNUAL REPORT FILING FEE EXEMPTION GRANTED UNDER SL2010.21
aLA7MR THIgANMgt pFFtfRT WITHM RFD1q FI 'RFPDiltOn
MAIL TO.- s.wWyaelW, Coryontlonl DMpoq Pan Oaks SO 2sam, RWIah. Ne 27e2"526

ml r* (2095
LMG
LAND MANAGEMENT GROUP iNG
Environmental Consultants
December 17. 2012
Phil Norris
Norris & Tunstall Consulting Engineers, P.C.
1429 Ash Little River Road
Ash, NC 28420
Reference: Soil Assessment for Proposed Storm Water BMP for the Drive-Thru Mart.
Carolina Beach Road. Wilmington, NC
Dear Phil.
Land Management Group, Inc. evaluated the parcel for the purpose ol'providing
site data to the engineer for his submittal of the proposed storm water BMP for the
proposed business. The purpose of the evaluation was to describe the soil profiles,
quantify the depth to the seasonal high water table. estimate permeability and to inform
the project engineer of any potential limitations of this project within the proposed
stormwater retention areas
The soils at this site are mapped as Lynn Haven and Seagate in the Soil Survey of
New Hanover County (USDA, 1982). Soil borings confirmed the soil to be Stallings
type. The cleared site contains natural soils, with exception of the driveway, and borings
were made within the proposed BMP location of the property as shown in Appendix A.
The soil profile descriptions are shown in Appendix B. Soil descriptions for Lynn Haven
and Stallings are shown in Appendix C.
The seasonal high water table found in most soils is normally evident by
observation of redoximorphic features suggesting past conditions of saturation and
reduction. In the same way, there can be modern drainage features such as canals or
ditches that have altered the hydrologic profile. Often, observed redoximorphic features
are relicts of previous hydrologic conditions but not current ones. The drainage outlet for
this site has been lowered significantly due to the drainage swales along side of Highway
421.
Soil permeability is estimated based on soil physical properties. The following
are estimates of the soils at the boring location. The site has an estimated permeability
of 1.0 - 3.0 inches per hour in the lower sandy loam 13T horizon at a depth ol'39 inches
below surface.
DEC 2 Y 2012
BY'

In summary, this site has one area that is proposed for stormwater system
placement This area has soils that have seasonal high water tables that are 32" from the
soil surface in the two locations.
If the proposed Permanent Pool Elevation is more than 6" below the seasonal high
water table elevation, then additional testing and analysis may be required to quantify any
affect on adjacent wetlands, surface waters. and/or buffers where applicable. Please refer
to the NC DENR DWQ February 19, 2009 Memo Article 2 subsections a-d for further
guidance. Please do not hesitate to contact me if you have any questions with this report
or il'you wish for LMG to perform any additional site specific studies in accordance with
the NC DENR DWQ guidance memo. If you have any questions about this report or
need any additional information I may be reached at 910-452-0001, 910-620-1137 or at
eturner a Imgroup.net .
Sincerely.
G. Craig Turner
Vice President
Land Management Group, hic
P.O. Box 2522
Wilmington, NC 28402
910-452-0001: Office
910-452-0060: 17AX
910-620-1137: Cell
eturner a Imgroup.net
N.C. Licensed Soil Scientist. 41091
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1
BW1
12-15
10YR 513
loamy sand
single -grained
stickplastic
4.0-6.0
1
BW2
15-23
1CYR 614
loamy sand
sin le- rainetl
non-stick
non -plastic
4.0-6.0
few,
loamy
1
BTi
23-38
10 YR 6/4
common,
sand/sandy
weak, fine
non -sticky
non -plastic
20-3.0
fine, 10YR
subangular blocky
5/6
loam
few,
1
BT2
38-44
10YR 5/6
common,
sandy loam
weak, fine
slightly sticky
slightly plastic
2.0-3.0
fine, 10YR
subangular blocky
5/2
1
BC
44-48
1CYR 5/4. 5/8/
loamy
single -grained
non -sticky
non -plastic
6.0-10.0
7/2
sand/sand
1
C
48-72
1CYR 811
sand
I single -grained
non-stick
I non -plastic
6.0-10.0
Physical Water: >72' on 09-26-2012
SHW7: @ 45"below
round surface
2
A
0-3
10Y 4/3, 7/1
loam sand
single -grained
non-stick
non- lastic
2
E
3-12
1CYR 611, 6/3
loam sand
single -grained
non-stick
non -plastic
2
BW1
12-15
10YR 5/3
loam sand
single -grained
stick
plastic
4.0-6.0
2
BW2
15-23
10YR 6/4
loam sand
single -grained
non -slick
non -plastic
40-6.0
few,
2
BTi
23-38
10 YR 6l4
m
Comm
sand) anloamy dy
weak, fine
non -sticky
non -plastic
2.0-3.0
fine, YR
subangular blocky
5/6
loam
few,
2
BT2
38-44
10YR 516
common,
sandy loam
weak, fine
slightly sticky
slightly plastic
2.0-3.0
fine, lOVR
subangular blocky
5/2
2
BC
44-48
1CYR 514, 5181
loamy
single -grained
non -sticky
non -plastic
6.0-10.0
7/2
sandlsand
2
C1
48-67
10YR Bit
loamy
single -grained
non -sticky
non -plastic
6.0-10.0
sand/sand
25 YR
713,
2
C2
67-72
7 5YR
sand
single -grained
non -sticky
non -plastic
6.0-10.0
5/6, 10YR
8.1
Physical
Water. >72'on 09-26-2012
SHWi: 45' below rountl surface

Appendix C
Published Description and Chemical and Physical Properties
Of the Lynn Haven and Seagate Soil Series

LOCATION LYNN HAVEN FL+GA NC SC
Established Series
Rev. GRB
03/2009
LYNN HAVEN SERIES
The Lynn Haven series consists of very deep, poorly and very poorly drained, moderate
or moderately rapid permeable soils in low areas and depressions the Gulf Coast and
Atlantic Flatwoods. They formed in thick deposits of sandy marine sediments. Near the
type location, the mean annual temperature is about 68 degrees F., and the mean annual
precipitation is about 55 inches. Slopes range from 0 to 5 percent.
TAXONOMIC CLASS: Sandy, siliceous, thermic Typic Alaquods
TYPICAL PEDON: Lynn Haven fine sand --range. (Colors are for moist soil)
A--O to 12 inches; black (1 OYR 2/1) fine sand; weak fine granular structure; friable;
many fine and medium roots; strongly acid; clear wavy boundary. (8 to 20 inches thick)
Eg--12 to 16 inches; gray (N 6/0) fine sand; single grain; loose; common fine and
medium roots; many uncoated sand grains; very strongly acid; abrupt wavy boundary. (2
to 18 inches thick)
Bhl--16 to 22 inches; dark reddish brown (5YR 3/2) fine sand; weak fine granular
structure; friable; many fine and medium roots; few fine and medium pores; sand grains
coated with organic matter; very strongly acid; gradual wavy boundary.
Bh2--22 to 30 inches; dark brown (7.5YR 3/2) fine sand; weak tine granular structure;
friable; few fine roots; few fine pores; most sand grains are coated with organic matter;
few small pockets of uncoated sand grains; very strongly acid; gradual wavy boundary.
(Combined thickness of the Bh horizons is from 6 to more than 50 inches thick.)
Cg--30 to 75 inches; gray (5Y 6/1) fine sand; single grain; loose; common medium
distinct brown (I OYR 5/3) and light yellowish brown (I OYR 6/4) masses of iron
accumulation; very strongly acid.
TYPE LOCATION: Bay County, Florida. Approximately 1 mile south of intersection of
U. S. Highway 98 and State Highway 392 and about 50 feet east of Highway 392 in Sec.
4, T. 4 S., R. 15 W.
RANGE IN CHARACTERISTICS: Reaction ranges from extremely acid to strongly
acid throughout the profile.

The Oa, horizon, where present, is less than 7 inches thick. It has hue of 5YR to I OYR,
value of 2 or 3, and chroma of I to 3. Texture is muck.
The A horizon has hue of 10YR, value of 2 or 3, and chroma of I or 2; or is neutral with
value of 2 or 3. When dry, this horizon has a salt -and -pepper appearance due to mixin�' of
organic matter and white sand grains. Texture is sand, fine sand or mucky fine sand.
The Eg or E horizon, where present, has hue of I OYR or 2.5YR, value of 4 to 7, and
chroma of I or 2; or is neutral with value of 5 to 7. Redoximorphic features in shades of
yellow and brown range from none to common. Texture is sand or fine sand.
The Bill horizon has hue of 5YR to I OYR. value of 2 or 3, and chroma of I to 4. Sand
grains are coated with organic matter. Vertical or horizontal tongues or pockets of grayish
sand occur in the Bill horizon in some pedons. Texture is sand, fine sand, loamy sand or
loamy fine sand.
Some pedons have a C/B horizon with hue of 1 OYR to 5YR, value of 3 to 5, and chroma
of 3 or 4 with redoximorphic features in shades of gray, brown, or yellow. Texture is
sand, fine sand, loamy sand or loamy fine sand.
Some pedons have a bisequum of E'g and B'h. Colors and textures are similar to the Eg
and Bh horizons.
The Cg horizon has hue of 7.5YR to 5Y, value of 4 to 7, and chroma of I to 3.
Redoximorphic features in shades of brown, yellow, or red range from few to many.
Texture is sand, fine sand, loamy sand or loamy fine sand.
COMPETING SERIES: These include Boulogne and the very poorly drained
Wesconnett series. Boulogne and Wesconnett soils do not have E horizons immediately
below the A horizon.
GEOGRAPHIC SETTING: Lynn Haven soils are on low areas and in depressions of
the Gulf Coast and Atlantic Flatwoods. They formed in thick beds of marine sand. The
climate is warm and humid. Slopes range from 0 to 5 percent. The average annual air
temperature ranges from 65 to 70 degrees F., and the average annual precipitation ranges
from 50 to 60 inches.
GEOGRAPHICALLY ASSOCIATED SOILS: These include the Allanton.
Baymeade, Blanton, Evergreen, Hurricane, Kershaw, Kingsferry, Kureb, Lakeland, Leon.
Mandarin, Mwville, Olustee. Osier, Plummer, Pottsbura, Rutlege, Scranton, and Seagate
series. Allanton, Hurricane and Pottsburg soils have a Bh horizon at depths greater than
50 inches. The Baymeade; Blanton, Kershaw; Kureb, Lakeland, Osier, Plummer. Rutlege,
and Scranton soils do not have Bh horizons. Evergreen soils have a histic epipedon.
Kingsferry soils have a Bh horizon between a depth of 30 and 50 inches. Leon soils lack
an umbric epipedon. Olustee soils have Bt horizons below the Bh horizon. Murville soils

do not have E horizons immediately below the A horizon. Seagate soils are better drained
and have argillic horizons beneath the Bh horizons.
DRAINAGE AND PERMEABILITY: poorly or very poorly drained; moderately rapid
or moderate permeability.
USE AND VEGETATION: Most areas of Lynn I-laven soils remain in their natural
state. A few small areas are used for truck crops and pasture land. The native vegetation
consists of slash pine, longleaf pine, or cypress and bay trees with an undergrowth of
sawpalmetto, gallberry, fedderbush, huckleberry, and pineland threeawn. In depressions,
cypress and bay trees are denser along with blackgum, red maple, and Ogeechee lime.
The shrubs include fetterbush, Virginia willow, buttonbush,- and waxmyrtle. Common
herbaceous plants and vines include muscadine grape, greenbriars, and poison -ivy, along
with maidencane grass. cinnamon fern and sphagnum.
DISTRIBUTION AND EXTENT: Florida, Georgia, North Carolina and South
Carolina. The series is of moderate extent.
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Auburn,
Alabama.
SERIES ESTABLISHED: Florence and Sumter Counties, South Carolina: 1969.
REMARKS: The water table is at 0 to 6 inches for periods of 2 to 6 months annually and
within a depth of 40 inches for more than 6 months during most years; during extended
dry periods it is below 40 inches. Depressional areas are ponded for long duration in most
years.
Diagnostic horizons and features recognized in this pedon:
Umbric epipedon - The zone extending from the surface to a depth of 12 inches. (A
horizon).
Albic horizon - The zone between 12 and 16 inches. (E horizon).
Spodic horizon - The zone between 16 and 30 inches. (Bh I and Bh2 horizons).
National Cooperative Soil Survey
U.S.A.

LOCATION SEAGATE NC+SC VA
Established Series
RAG/Rev..I A K
02/2008
SEAGATE SERIES
MLRA(s): 153A-Atlantic Coast Flatwoods, 15313-Tidewater Area
Depth Class: Very deep
Drainage Class (Agricultural): Moderately well drained or somewhat poorly drained
Internal Free eater Occurrence: Moderately deep. persistent
Flooding Frequency and Duration: None
Ponding Frequency and Duration: None
Slowest Saturated Hydraulic Conductivity: Moderately high (4.23 to 10.00 micrometers
per second)
Landscape: Lower Coastal plain
Landform: Marine terraces. Flats, natwoods
Geomorphic Component: Talfs and dips
Hillslope Profile Position: Not assigned
Parent Material: Sandy and loamy marine deposits
Slope: 0 to 3 percent
Elevation (type location): 7.6 meters (about 25 feet)
Frost Free Period (type location): 217 days
Mean Annual Air Temperature (type location): 17.2 degrees C. (about 63 degrees F.)
Mean Annual Precipitation (type location): 1350 millimeters (about 53 inches)
TAXONOMIC CLASS: Sandy over loamy, siliceous, active. thermic Typic
Haplohumods
TYPICAL PEDON: Seagate fine sand, cultivated. (Colors are for moist soil unless
otherwise stated.)
Ap--0 to 20 centimeters (about 0 to 8 inches); dark gray (I OYR 4/1) fine sand; single
-rained; loose; many fine roots: many clean sand grains; slightly acid: abrupt smooth
boundary. (8 to 20 centimeters thick, about 3 to 8 inches thick)
E--20 to 30 centimeters (about 8 to 12 inches): light gray (IOYR 7/1) fine sand; single
grained; loose; few medium roots moderately acid; clear wavy boundary. (0 to 30
centimeters thick, about 0 to 12 inches)
Bh--30 to 58 centimeters (about 12 to 23 inches); dark brown (7.5YR 3/2) fine sand:
massive: friable; many weakly cemented nodules; many sand grains coated with organic
matter: icw clean sand grains: strongly acid: abrupt irregular boundary. (5 to 65
centimeters thick, about 2 to 25 inches)

BE--58 to 71 centimeters (about 23 to 28 inches): brown (I OYR 5/3) fine sand; single
grained; loose; few fine weakly cemented concretions; many sand grains coated with
organic matter; common clean sand grains; strongly acid; clear wavy boundary. (0 to 25
centimeters thick, about 0 to I Oinches)
E'--71 to 91 centimeters (about 28 to 36 inches): light gray (I OYR 7/2) fine sand; single
grained: loose; few fine and medium brown (IOYR 5/3) concretions: moderately acid;
clear smooth boundary. (0 to 25 centimeters thick. about 0 to 10 inches)
Bt--91 to 102 centimeters (about 36 to 40 inches); brownish yellow (10YR 6/6) sandy
loam: weak medium subangular blocky structure; friable; many medium distinct light
gray (1 OYR 7/2) iron depletions; sand grains are coated and bridged with clay; few faint
discontinuous clay films on faces of peds; strongly acid; clear wavy boundary (0 to 20
centimeters thick, about 0 to 8 inches)
Btg--102 to 200 centimeters (about 40 to 78 inches); light gray (1 OYR 7/1) clay loam;
weak medium subangular blocky structure; firm; plastic: sticky; very strongly acid. (12 to
100 centimeters thick. about 5 to 40 inches)
TYPE LOCATION: New Hanover County, North Carolina: 0.4 mile north of junction
of North Carolina Highway 132 and U.S. Highway 421, 300 yards west of U.S. Highway
421. 20 feet north of field road; USGS Wilmington, NC topographic quadrangle; Iat. 34
degrees 08 minutes 33 seconds N. and long. 77 degrees 53 minutes 50 seconds W., NAD
83.
RANGE IN CHARACTERISTICS:
Depth to top of spodic horizon: 25 to 50 centimeters (about 10 to 20 inches)
Depth to loamy horizons: Greater than 50 centimeters (about 20 inches)
Depth to bedrock: Greater than 200 centimeters (about 78 inches)
Depth to seasonal high water table: 50 to 75 centimeters (about 20 to 30 inches).
November to April (originally, 1.5 to 2.5 feet)
Thickness of the A and B horizons: 90 to more than 150 centimeters (about 36 to more
than 60 inches)
(Effective) Cation Exchange Capacity: I to 5 milliequivalents per 100 grams of soil in the
A horizon: I to 2 in E horizon: 2 to 7 in the Bh horizon, and 4 to 8 in the Bt horizon
Shrink -swell potential: Low
Organic matter content: 0.0 to 0.5 percent in the A and E horizon: 0.5 to 2.0 in the Bh
horizon; and 0.0 to 0.2 in the Bt and C horizon
Soil Reaction: Extremely acid (3.5) to moderately acid (6.0). unless limed
Other Soil Features: The Bh horizon contains 0 to 50 percent, byvolume extremely
weakly to moderately cemented nodules
RANGE OF INDIVIDUAL HORIZONS:
Ap or A horizon:
Color --hue of I OYR or 2.5Y. value of 3 to 6, chroma of I to 3

Texture --sand or line sand
Clay content: 0 to 3 percent
E horizon (where present):
Color --hue of I OYR to 5Y, value of 5 to 8, and chroma of I to 3, or is neutral with value
of5to8
Texture --sand or fine sand
Clay content: 0 to 3 percent
Bh horizon:
Color --hue of 5YR to I OYR. value of 2 to 5, chroma of I to 4
Texture --sand; fine sand, or loamy fine sand
Special Features --This horizon is friable to firm. most sand grains are coated with organic
materials; clean sand grains range from few to common.
Clay content: I to 5 percent
F horizon (where present):
Color --hue of I OYR or 2.5Y, value of 5 to 7. chroma of I to 4
Textw•e--sand or tine sand
Redoximorphic features (where present) --iron depletions in,shades of brown, yellow, or
gray and masses of oxidized iron in shades of red, yellow, or brown
Clay content: I to 3 percent
Bt horizon (where present):
Color --hue of I OYR or 2.5Y. value of 5 to 7. chroma of 3 to 8
Texture --sandy loam or sandy clay loam
Redoximorphic features (where present) --iron depletions in shades of brown, yellow, or
gray and masses of oxidized iron in shades of red, yellow, or brown
Clay content: 10 to 35 percent
Btg horizon:
Color --hue of I OYR to 5Y, value of 5 to 7, and chroma of I or 2. or is neutral with value
of 4 to 8
Texlnre--sandy clay loam or clay loam
Clay content: 10 to 35 percent
Redoximorphic features (where present) --iron depletions in shades of brown, yellow, or
gray and masses of oxidized iron in shades of red, yellow. or brown
COMPETING SERIES: None
GEOGRAPHIC SETTING:
Landscape: Lower Coastal plain
Landform: Marine terraces. flats, flatwoods
Geomorphic Component: Talfs and dips
Hillslope Profile Position: Not assigned
Parent Material: Sandy and loamy marine deposits

Slope: 0 to 3 percent
Elevation (type location): 7.6 meters (about 25 feet)
Frost Free Period: 190 to 240 days
Mean Annual Air Temperature (type location): 14.4 to 18.3 degrees C. (about 58 to 65
degrees F.)
Mean Annual Precipitation (type location): 1015 to 1475 millimeters (about 40 to 58
inches)
GEOGRAPHICALLY ASSOCIATED SOILS:
Baymeade soils --do not have a continuous spodic horizon; on higher parts of the
landscape
Kureb soils --do not have a continuous spodic horizon and have less than 5 percent fines
to a depth of 2 meters; on higher parts of the landscape
Leon soils --are poorly or very poorly drained, on lower parts of the landscape
Lynn Haven soils --do not have an underlying argillic horizon and are poorer drained, on
lower parts of the landscape
Mascotte soils --are poorly or very poorly drained, on lower parts of the landscape
MUrVllle soils --do not have an underlying argillic horizon and are very poorly drained, on
lower parts of the landscape
Olustee soils --are poorly drained, on lower parts of the landscape
Onslow soils --have thinner sandy surface layers
Rideeland soils --do not have underlying loamy B horizons
DRAINAGE AND PERMEABILITY:
Drainage Class (Agricultural): Moderately well drained or somewhat poorly drained
Internal Free Water Occurrence: Moderately deep, persistent
Flooding Frequency and Duration: None
Pending Frequency and Duration: None
Slowest Saturated Hydraulic Conductivity: Moderately high (4.23 to 10.00 micrometers
per second)
USE AND VEGETATION:
Major uses: Woodland or urban development
Dominant vegetation: Where cultivated --corn, soybeans, peanuts, and blueberries Where
wooded --turkey oak, post oak, red oak, longleaf pine, and loblolly pine. Some native
understory plants are wax myrtle, pineland threeawn, bushy beard grass. little bluestem,
bitter gallberry, large gallberry, and dwarf' huckleberry
DISTRIBUTION AND EXTENT:
Distribution: North Carolina and possibly South Carolina, Georgia, and Florida. Extent:
Moderate, about 15,000 acres.
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Raleigh,
North Carolina
SERIES ESTABLISHED: New Hanover County, North Carolina; 1974.

REMARKS: 08/1985. The classification of the Seagate series is revised to comply with
the addition of Cation -exchange activity classes in Soil Taxonomy.
02/2008. Seagate soils typically do not have sufficient organic carbon content in the
spodic horizon for classification in the Humod suborder. Additional information is
needed to determine the correct taxonomic placement. The most likely classification is
Oxyaquic Alorthods; however. the Alorthods great group is being studied and major
revision is anticipated. Seagate soils will remain as historically classified until a future
investigation can be completed.
Diagnostic horizons and soil characteristics recognized in this pedon:
Ochric epipedon--the zone from the surface to a depth of 30 centimeters (Ap and E
horizons)
Albic horizon --the zone from 20 to 30 centimeters (E horizon)
Spodic horizon --the zone between depths of 30 and 58 centimeters (Bh horizon)
Argillic horizon --the zone between depths of 71 to 168 centimeters (Bt and Btg horizons)
Series control section --the zone from 0 to 200 centimeters
ADDITIONAL DATA: N.C. State University Soils Department Laboratory Data.
National Cooperative Soil Survey
U.S.A.

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