SW8121119_HISTORICAL FILE_20130221

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
Np HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 0 13 022�
YYYYMMDD

NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E. John E. Skvarla, III
Governor Director Secretary
February 21, 2013
Brian R. Clodfelter, Manager
Par 5 Development Group, LLC
2860-B NC Hwy. 5
Aberdeen, NC 28315
Subject: Stormwater Management Permit No. SW8 121119
Dollar General — Long Ridge Drive
High Density Commercial infiltration Basin Project
New Hanover County
Dear Mr. Clodfelter:
The Wilmington Regional Office received a complete State Stormwater Management Permit
Application for Dollar General — Long Ridge Drive on February 14, 2013. Staff review of the
plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000. We
are forwarding Permit No. SW8 121119 dated February 21, 2013, for the construction, operation
and maintenance of the BMP's and built -upon area associated with the subject project.
This permit shall be effective from the date of issuance until February 21, 2021, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to the
Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
Please be aware that it is the responsibility of the permit holder, Par 5 Development Group,
LLC, to notify DWQ of any changes in ownership and request an ownership/name change for
the stormwater permit. However, please be reminded that if the sales contract between Par 5
Development Group, LLC and "Anita Jo Meier" is dissolved, cancelled or defaulted, and DWQ is
not notified by Par 5 Development Group, LLC to transfer the permit, then the responsibility for
permit compliance reverts back to the property owner. As the property owner, "Anita Jo Meier"
must notify DWQ immediately of the permit ownership change and submit a completed
Name/Ownership form to DWQ within 30 days. Otherwise "Anita Jo Meier" will be operating a
stormwater treatment facility without a valid permit. This is a violation of NC General Statue
143-215.1 and may result in appropriate enforcement action including the assessment of civil
penalties of up to $25,000 per day, being taken against the property owner, "Anita Jo Meier".
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing by filing a written petition with the Office of
Administrative Hearings (OAH). Per The written petition must conform to Chapter 150E of the
North Carolina General Statutes, and must be filed with the OAH within thirty (30) days of
receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if a
filing fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at
www.NCOAH.com. Unless such demands are made this permit shall be final and binding.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] \ FAX: [phone] \ DENR Assistance: 1-877-623-6748
Internet: www.ncwaterquality.org

State Stormwater Management Systems
Permit No. SW8 121119
February 21, 2013
If you have any questions, or need additional information concerning this matter, please contact
Steve Pusey, at [phone].
Sincegely,
�7- Charles Wakild, P.E., Director
Division of Water Quality
GDS/sgp: S:\WQS\Stormwater\Permits & Projects\2012\121119 HD\2013 02 permit 121119
: c,,j--iaaddi,ss.� a,pp c: 763'-7' 1r,[� C{-IW1j�Ihja'o
cc: Anita Jo Meier —4444-DewbeuyJ3oad-Wilmington-NG-28405- Z- I/
Joseph K. Bland, El — Norris & Tunstall Consulting Engineers
New Hanover County Building Inspections
Beth E. Wetherill, New Hanover County Engineering
Wilmington Regional Office Stormwater File
pa up i of

State Stormwater Management Systems
Permit No. SW8 121119
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
Par 5 Development Group, LLC
Dollar General — Long Ridge Drive
93 Long Ridge Drive, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of one (1) 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 21, 2021, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. 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 1.8 of this permit. The stormwater control has been
designed to handle the runoff from 30,000 square feet of impervious area.
3. The infiltration basin is designed in accordance with Option 3 of Section 16.3.9 of
the BMP Manual, therefore, no offline bypass and no vegetated filter strip are
required. This alternative design meets the requirements of Section .1008 (h) of
the stormwater rules. The basin provides active storage volume for 2.5 times the
regulated 1.5" design storm and infiltrates that volume within 5 days using a soils
infiltration rate of one-half the infiltration rate reported in the soils report.
4. The tract will be limited to the amount of built -upon area indicated in Section 1.8
of this permit, and as shown on the approved plans. The built -upon area for the
future development is limited to 1,740 square feet.
5. 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 121119
6. 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.
7. 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.
The following design criteria have been permitted for the alternative design
infiltration basin and must be provided and maintained at design condition:
a.
Drainage Area, acres:
1.056
Onsite, ff:
46,000
Offsite, fe:
0
b.
Total Impervious Surfaces, if:
30,000
Buildings, W:
9,100
Parking, ff:
16,775
Sidewalks, ft2:
2,385
Future, ft2:
1,740
c.
Design Storm, inches:
3.75" (2.5 x 1.5")
d.
Basin Storage Depth, feet:
1.36
e.
Bottom Elevation, FMSL:
31.25
f.
Bottom Surface Area, fly:
5,629
g.
Emergency Overflow Elevation, FMSL:
32.61
h.
Top Elevation, FMSL:
33.5
h.
Provided Storage Volume, ft':
9,244
i.
Type of Soil:
Group A
j.
Expected Infiltration Rate, in/hr:
3.0
k.
Seasonal High Water Table, FMSL:
29.25
I.
Time to Draw Down, hours:
13.2
m.
Receiving Stream/River Basin:
UT of Smith Creek
n.
Stream Index Number:
CPF17 18-74-63
o.
Classification of Water Body:
"C; Sw"
IL 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 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.
4. 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.
5. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 121119
7. 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.
8. 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.
9. 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.
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. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
C. Further development, subdivision, lease or sale of any, all or part of the
project area and the acquisition of additional project area.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. 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
1. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit. A copy of the approved plans and
specifications shall be maintained on file by the Permittee at all times.
2. Any person or entity found to be in noncompliance with the terms and conditions
of this permit or the stormwater rules, is subject to enforcement action in
accordance with North Carolina General Statute 143 Article 21.
3. 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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8121119
This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation
as listed on the form, to the Division of Water Quality at least 60 days prior to
any one or more of the following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part;
b. Bankruptcy;
c. Foreclosure;
d. Dissolution of the partnership or corporate entity;
e. A name change of the current permittee;
f. A name change of the project;
g. A mailing address change of the permittee;
5. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request. Neither the sale of the project
in whole or in part, nor the conveyance of common area to a third party shall
constitute an approved transfer request.
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 21 st day of February, 2013.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Qualityv vv V
By Authority of the Environmental Management Commission
Page 5 of 7

DWQ USE ONLY
D e Received
F e Paid
Xrmit Number
S
Ap y a 1 ules: ❑ Coastal SW —1995 ❑ Coastal SW — 2008 ❑ Ph 11 - Post Construct n
(select all that apply) ❑ Non -Coastal SW- HQW /ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina tj r /26&3
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Dollar General - Long Ridge Drive
2. Location of Project (street address):
City:Wilmington County:New Hanover Zi
3. Directions to project (from nearest major intersection):
Located at the intersection of North College Road (NC 132) and Long Ridge Drive (SR 2160)
4. Latitude:34° 17' 35" N Longitude:77 52' 21" W of the main entrance to the project.
It. PERMIT INFORMATION:
1.a.Specify whether project is (check one): NNew ❑Modification ❑ Renewal w/ Modificationt
t Renewals With modifications also requires SWU-102 - Renetoal 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 NHfgh Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major NSedimentation/Erosion Control: 1.5 ac of Disturbed Area
❑NPDES Industrial Stormwater Z404/401 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? NNo ❑Yes
If yes, see S.L. 2012-200, Part VI: http-.//portal.ncdenr.org/web/wq/ws/suL!Itateswrules laws
EC E SVE
NOV 15 2011
Form SWU-101 Version 06Auo2012
Page I of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the oroiect):
Applicant/OrganizationTar 5 Develooment Grow). LLC
Signing Official & Title:Brian R. Clodfelter. Manager
b. Contact information for person listed in item 1 a above:
Street Address:2860-8 NC Hwy 5
CityAberdeen State. -NC Zip:28315
Mailing Address (ifapplicabie):same
Zip:
Phone: [phone]-OM Fax: (910 ) 9440882
Email.brian®rhetsoncompanies.mm
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/OrganizatiorvAnita to Meier
Signing Official & Title:Anita To Meier. Owner
b. Contact information for person listed in item 2a above:
Street Address:7634Ireland Court
City:Wilminglon State. -NC Zip:28411
Mailing Address (if apphcable):N/A
City: State., Zip:
Phone: (910 ) 319-7443 Fax: ( 1 N/A
Emai1:N/A
3. a. (Optional) Print the name and title of another contact such as the projeces construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official &
b. Contact information for person listed in item 3a above:
Mailing Address:
City:
Phone: ( 1
Email:
State: Zip:
Fax: (-
)
4. Local jurisdiction for building permits: New Hanover County
Point of ContactChris O'Keefe Phone #:
FormSWU-101 Version06Aug2012 Page 2of6
798-7165
C;0Vr_1
FEB 14 2093
BY:-----�-

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
The runoff from the proposed development will be routed to an infiltration basin that by-passes to a
re post basin to meet the NHC stormwater ordinance.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUDApproval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ❑ Ph 11— Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 1.59 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) —Total Coastal Wetlands Area (5) —Total Surface Water Area (6) = Total Project Area':
1.59 acres
Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MI-IW) line, and coastal wetlands landward from the NHW (or MHW) 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 = 43.4 J
9., How many drainage areas does the project have?l (For high density, count 1 for each proposed engineered
storrnzoater BMP. For low density and other projects, use 1 for tlue whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
U•I' of Smith
Creek
Stream Class *
QSW
Stream Index Number *
18-74-63
Total Drainage Area (sf)
46,000
On -site Drainage Area (sf)
46,000
Off -site Drainage Area sf
0
Proposed Impervious Area** (sf)
30,000
% Impervious Area** (total)
65.2290
Im ervious" Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings Lots (sf)
9,100
On -site Streets sf
On -site Parking (sf)
16,775
On -site Sidewalks (sf)
2,385
Other on -site sf
0
Future (sf)
1,740
Off -site (sf)
0
Existing BUA*** (sf)
0
Total (sf):
30,000
Stream Class and Index Number can be determined at: hitpl/portal. ncdennorq/web/vny�s�c a c o�hk_ �tt=�s
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc. ,99
*** Report only tint annormt of existing BUA that will rennin after development. Do rat wort l inexxisttiMLIA tit t
is to be removed and which will be replaced by new BUA. fl'
BY:
Form SWU-101 Version 06Aug2012 Paoe 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation.
Proleets in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that nmy be subject to more stringent stormwater requirements as per 15A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.orgLweb/wq/ws/su/brnp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available fromhttp://portal.ncdenr.org/web/wg/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 http:/1portal.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/wg/ws/su/statesw/forms does.
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 beloro)
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://xvwk%,.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/ management
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'h mile of the site boundary, include the'h
mile radius on the map.
for / l
7. Sealed, signed and dated calculations (one copy). _ /''1-
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: I
a. Development/Project name. t
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
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.q���� g�
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff caleul tionsr tl6' F�
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required). �j�68 NOV 15 2012
BY:
Form SWU-101 Version 06Auo2012 Page 4 of 6

o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWr 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"01" 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 WfRO Schedule a site visit for DWQ to veriv j the SkIWI prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 5266 Page No: 303 _
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC _
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 21-1.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
httv://www.secmft.state.nc.us/Corporations/CSearch.esp—x
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://portal.ncdenr.org/web/wq/ws/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 forma 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.
VIIL 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:T. Phillip Norris, P.E.
Consulting Firm Norris Yr Tunstall Consulting Engineers, P.0
Mailing Address:1127 Floral Parkway, Suite 400
City:Wilmington
Phone: (910 ) 287-5900
Email:[e-mail]
StateNC Zip:28403
Fax: [phone]
DC PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) Anita to Meier . certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) Par 5 Development Group. UC with (print or
type name of organization listed in Contact Information, item la) Brian Ciodfelter 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.
Form SWU-101 Version 06Aug2012
'OEWE
Page 5 of 6 FFEB 14 2013-
BY:----

As the legal property owner I acknowledge, understand and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement or pending sale, responsibility for compliance with the 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 Ovit penalties of up to $25,Of ltl per day, pursuant to NCGS 143-215.6.
Date: a
1 C_ 3�Vl iy C' -641 C 14' , a No Public for the State of I It C/r'W ^ !i
Lary County of
W-f q A N bv0- . do hereby certify that (� �' N^ E (opersonally appeared
before me this ,y� day of f 6,bIZL/✓1(L q ` prl . and acl000�jl�edge the d execution of the application for
a stormwater permit. Witness my hand and official seal, J(_ = _ _ 6 — o i
G• ON
WrARy
Z fteuc
01 G
%%R coo
X. APPLICANT'S CERTIFICATION
SEAL
My commission expires My Commission Expires July 07, 2016
I, (print or type name of person listed in Contact Information, item 1 a) Brian R. Clod her, Manager
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 stormw' aber, ndes�under 15A:Y ' ,� and any other applicable state stormwater requirements.
Date:
L DEZCP40-J •'r� x L& a Notary Public for tithe State of All ,' . County of
m ��� do hereby certify that . I FI Y I T %AWAI personally appeared
before me this � day of � and ac wledge due tion of the a�tion for
a stormwater permit Witness my hand anofficial seal, n ti�
FOnn'SWU-101 Version06Aug2012
O�PN 1 SCyFn
SEAL a Notary Public
Moore County
_My CQMrhls1Jdn Expires=
O
My commission eX r ;1A /
°j��nnnwua `
FEB 9 4 I'll
Page 6 of 6 BY.

a
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
1429 Ash Little River Road, Ash, NC 28420
J. Phillip Norris, P.E.
John S. Tunstall, P.E.
910-287-5900(office) 910-287-5902 (fax)
LETTER OF TRANSMITTAL
To:
Mr. Steve Pusey
Date: February 11, 2013
Job No. 12063
INC DENR/Div of Wtr Qlty/Surface Wtr Protection
subject: Dollar General - Long Ridge Drive
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
WE ARE SENDING YOU VIA MAIL
® ATTACHED ❑ UNDER SEPARATE COVER
❑ SHOP DRAWINGS ❑ PRINTS ❑ CERTIFICATE
❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER
❑
FAX TRANSMITTAL: NUMBER OF PAGES
INCLUDING THIS TRANSMITTAL
Call 910-287-5902 If you have any difficulty
receiving this message.
COPIES
DATE
NO.
DESCRIPTION
1
02-08-13
Pages 2, 5, and 6 of the state stormwater application with orginal signatures
EGEIVE
FFR t h 90 3
®
❑
AS REQUESTED ❑ FOR REVIEW AND COMMENT ❑ FOR APPROVAL
FOR YOUR USE ❑ FOR BIDS DUE ❑ YOUR PRINTS LOANED TO US
REMARKS:
CC:
SIGNED Ose�a� E.I.
�neh
CONFIDENTIAL AND PRIVILEGED: Information contained in this document is privileged and confidential, intended for the sole use of the
addressee. If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination,
distribution or copying of this document is strictly prohibited. If you have received this document in error please immediately notify the sender and
return to the address above.

Pusey, Steven
From: Jody Bland [e-mail]]
Sent: Thursday, February 14, 2013 9:50 AM
To: Pusey, Steven
Cc: Phil Norris; 'Nancy Howell'; 'Lee Pittman'; 'Rich Smith'; 'Brian Clodfelter'
Subject: FW: Dollar General - N. College & Long Ridge Dr
Attachments: North College P&S Agreement.pdf; ATT0o021.txt; PasteclGraphic-1.tiff; ATT00024.txt
Attached is the purchase agreement. Mr. Pittman has confirmed below the relationship of Pars
& Rhetson Companies.
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
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.
-----Original Message -----
From: Lee Pittman(mailto:lee(dpar5development.com]
Sent: Thursday, February 14, 2013 9:23 AM
To: Jody Bland
Cc: Rich Smith
Subject: Re: Dollar General - N. College & Long Ridge Or
Jody,
I have attached the purchase and sale agreement for the Wilmington Property.
You are correct on the info for Rhetson, Par 5 Group Brian and I are 50-50 partners. This
property is being bought through Par 5 Development, LLC which is owned by 1/3 Paul Bell and
2/3 Par 5 Group (Lee & Brian).... Call me if you need to discuss further.
1

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AGREEMENT FOR PURCHASE AND SALE OP REAL PROPERTY
THIS AGREEMENT Including any and all addenda attached hereto ('Ag(eomenl'), Is by and between EA&I
DEVELOPMENT, LLO ('Buyer), and ANITAJO MEIER ('Soifer').
FOR AND IN CONSIDERATION OF THE MUTUAL PROMISES SET FORTH HEREIN AND OTHER GOOD AND
VALUABLE CONSIDERATION, THE RECEIPT AND SUFFICIENCY OF WHICH ARE HEREBY ACKNOWLEDGED,
THE PARTIES HERETO AGREE AS FOLLOWS:
Section 1, Terms and Definitions! The forme listed below shell have the respective meaning given them as set forth
ad)aoent to each term.
(a) "Properly": (Address) 03 Lond Ridge Orly% Wllminolon. NO 28406.
(Legal DescdpUon) Atxl=1A1Alely 1 ¢a armQ. PIN g R03412.001-604-i
VOL011no, as outlined
red and more particularly deacnbed an Exhibit A, which Is attached to and madeqr WNW, pan of this egreemoni,
® If this box Is checked, 'Property' shall mean that property desodbed on Exhibit A afiaohod hereto and
Incorporated herewith by reference as It Ii set forth herein, together with all buildings and Improvements thereon and
all fixtures and appurtenances thereto and all personal progerty, ll any, Itemized on Exhibit A.
' "hsoe Price" shall moon the sum of VB � Hundred Nlnaly Five Thousand Dollars, payable on
eq IAKP o- thefoNowingterms:
aSy6.000 (I) "Earnest Money" shall mean Five Thousand Dollars or forma as follows:
1I� I v Upon acceptance of this contract, the Earnest Money shall be promptly deposited In escrow with Milt' ,
W6ftY k. Matthews & Co, name of personlenifly with wham deposited), to be applied as pad payment of
the Purchase Prtce or the Propeny at Closing, or disbursed as agreed upon under the provisions of
Seollon 0 herein.
® ANY EARNEST MONEY DEPOSITED BY BUYER IN A TRUST ACCOUNT MAY BE PLACED IN AN
INTEREST BEARING ACCOUNT, ANY INTEREST EARNED THEREON SHALL BELONG TO THE ACCOUNT
HOLDER IN COSIDERATIO14 OP THE EXPENSES INCURRED BY MAINTAINING SUCH ACCOUNT AND
RECORDS ASSOCIATED THEREWITH.
S NIA II) Proceeds of anew Loan In the amount of, NIA Dollars fora term of NIA years, sign Interest
rate not to N/A % per annum with modgage loan discount points not to exceed . h °% of the ban
amount; Buyer shell payall00018 aeeoclated with any such loan.
$ NIA (01) Delivery of a promissory note secured by a deed of Wet, said promissory note in the amount of
N(A`Dollars being payable over _ WA months In equal monthly Installments of prind el, together with
accrued Interest on the outstanding principal balance at the rate of NIA percent (2°/,) per annum,
with the first principal payment beginning on the find day of the month next succeeding the date of
Closing, At any Ume, the promissory note may be prepeld In whole or In pen vdlhoul penalty and wlihout
further Interest on the amount prepaid from the dote of such prepayment A partial prepayment will be
(w°a° 1 or 7)
sayer lmrhbl A „_,_„� Sdtrr lAMb�/j_rL

credited against the next Installment of principal due. In the event of Buyees subsequent default upon a
promissory note end deed of trust given hereunder, Settees remedies will be limited to foreclosure of the
Property,
3 NIA IN) Aeeumption of that unpeld chit ation (11 Setter secured by a dead of trust on the Property, such
obligation having an outstanding prin ,pal balance of $ NIA and evidenced by a note bearing Interest at
the fete of_UIL percent ( WA *A) per annum, or _WA . rQ 0
"8 (v) Cash, balance of Purchase Price, at Closing In the amount of J&yo Hundred Ninety Thousand
A� 1901oae' Dollars.
(o) ,Closing„ shell mean the date and time of recording of the deed. Closing shell occur on or before thirty
(30) days afler the expirellon of the Examinallon Period, Al Suyele election, Closing may occur on an earlier
date, with ten days advance notice to Seger,
(d) "CgnimOt bole" means the dale this Agreement has been fully executed by both Buyer and Seller.
e) "Exeminaflon Period" shall mean the period beginning on the Contract Dale and exlending until
31, 2012. Buyer shell have the option to extend the Examinallon Period for an addlllonal IW& ($Q)
days byglWng written nolloe to Seller.
TIME IS OF THE ESSENCE AS TO THE EXAMINATION PERIOD.
(I) " rok " shell mean: Patrick a. Rllev of Map.Werwlck Matthews & Co representino the
Setter and Oery SIINangh of Coldweg Banker Commerdel Sun Coast Pe eery t LC representing the Buyer. Al
dosing, Seller Shall pay such brokers a commission pursuant to a separate agreement. Buyer and Seller
represent end warrant that there are no other real estate brokers or sales agents Involved In [his irensaolbn and
Buyer and Seller agree to Indemnify the other against any commission, finder's fees, expenses and other charges
claimed by real estate brokers other then those staled above.
(g) 'intended Uso" shall mean the use of the Property for the following purpose: retail Sales and general
commercial usas.
(h) "Sailor'aNotice Address"shell bees follows:
Anita Jo Meter
7634Ireland Court
Wilmington, NO 28411
except as some may be changed pursuant to Section 11.
(1) " Buver's Nollce Address" shell be as follows;
Par Development, LLC
2860. B NO Hwy 6
Aberdeen, NC 28316
except as some may be changed pursuant to Section 11.
U) If this block Is marked, eddi tonal terms of this Agreement ere set forth on Bxhiblt B attached hereto and
Incorporated herein by reference,
Section 2. Proration of Expenses and Payment of Costal Seller and Buyer agree that all properly taxes (on a
calendar year basis), lease$, rents and uIlIlles or any other assumed Ilablllties as detaged on attached Exhibit B, If any,
IPoee 2 of 1)
aeyeileiddrr' — UterNhlrb ,X

shall be prorated as of the date of Closing. Seller shall pay for preparation of a deed and all other documents necessary to
perform Seller's obligations under this Agreement, excise tax (revenue stamps), and other conveyance fees or taxes
required by law, and the following: N/A . Buyer shall pay recording cost, costs of any title search, title
Insurance, survey and the following: N/A Each party shall pay Its own attomeys' fees.
Section 3. Salo of Properly and Payment of Purchase Price: Seller agrees to sell and Buyer agrees to buy the
Property for the Purchase Price.
Section 4. Deliveries: Seller shall deliver to Buyer as soon as reasonably possible after the Contract Date copies of all
title Information In possession of or available to Seller, Including but not limited to: title Insurance policies, attorney's
opinions on title, surveys, covenants, deeds, notes and deeds of trust and easement relating to the Property. Seller
authorizes (1) any attorney presently or previously representing Seller to release and disclose any title Insurance policy in
such allorney's rile to Buyer and both Buyer's and Seller agents and attorneys; and (2) the Property's [file Insurer or Its
agent to release and disclose all materials In the Property's title Insurer's (or title insurer's agent's) (Ile to Buyer and both
Buyer's and Seller's agents and attorneys. Seller shall also deliver to Buyer as soon as reasonably possible after the
Contract Date copies of all presently effective warranties or non -terminable service contracts related to the Property. If
Buyer does not consummate the Closing for any reason other than Seller default, then Buyer shall return to Seller all
materials delivered by Seller to Buyer pursuant to this Section 4, If any, and shall, upon Seger's request, assign and
transfer to Seller all of Its right, title and Interest In and to any and all studies, reports, surveys and other Information, data
and/or documents relating to the Property prepared by or at the request of Buyer, Its employees and agents, and shall
deliver to Seller, upon the release of the Earnest Money, copies of all of the foregoing without any warranty or
representation by Buyer as to the contents, accuracy or correctness thereof.
Section 6. Evidence of Title: Seller agrees to convey fee simple marketable and Insurable title to the Property by
general warranty deed subject only to the exceptions hereinafter described. Seller represents and warrants that Seller Is
the fee simple owner of the Property, and at Closing, Seller shell deliver to Buyer fee simple marketable and insurable title
to the Property, free and clear of all Ilene, encumbrances, leases, tenancies and defects of title other than zoning
ordinances affecting the Properly, utility easements of record serving the Property, taxes not yet due and payable, road
rights -of -way of record and those other encumbrances, reservations, restrictions and easements and other exceptions set
forth on Exhibit C attached hereto ("Permitted Exceptions").
Section 6. Conditions: This Agreement and the rights and obligations of the parties under this Agreement are hereby
made expressly conditioned upon fulfillment (or waiver by Buyer, whether explicit or Implied) of the following conditions:
(a) New Loan: The Buyer must be able to obtain the loan, If any, referenced In Section 1(b)(II). Buyer must be
able to obtain a firm commitment for this loan on or before N/A , effective through the data of Closing. Buyer agrees
to use Ila beat efforts to secure such commitment and to advise Seller Immediately upon receipt of lender's decision. On
or before the above date, Buyer has the right to terminate this Agreement for failure of the new loan condition by
delivering to Seller written notice of termination by the above dale, (Ime be/ng of the essence, If Buyer delivers such
notice, this Agreement shall be null and void and Eames[ Money shall be refunded to Buyer. If Buyer falls to deliver such
notice, then Buyer will be deemed to have waived the loan condition. Notwithstanding the foregoing, after the above date,
Seller may request In writing from Buyer a copy of the commitment letter. If Buyer fails to provide Seller a copy of the
commitment letter wHhln five (5) days of receipt of Seller's request, then Seller may terminate this Agreement by written
notice to Buyer at any Ume thereafter, provided Seller has not then received a copy of the commitment letter, and Buyer
shall receive a return of Earnest Money.
(b) Qualification for Financing; If Buyer is to assume any Indebtedness In connection with payment of the
Purchase Price, Buyer agrees to use Its best efforts to qualify for the assumption. Should Buyer fall to qualify, Buyer shall
notify Seller In writing Immediately upon lender's decision, whereupon this Agreement shall terminate, and Buyer shall
receive a return of Earnest Money.
(c) Title Examination: After the Contract Date, Buyer shall, at Buyer's expense, cause a title examination to be
made of the Properly before the end of the Examination Period. In the event that such title examination shall show that
Seller's title Is not foe simple marketable and Insurable, subject only to Permitted Exceptions, then the Buyer shall
(Paso 3 of 7)
Buyer Initials Scllerinlilals

Immediately notify the Seller in writing of all such title defects and exceptions, as of the date Buyer learns of the title
defects, and Seller shall have thirty (30) days to cure said noticed defects. If Seller does not cure the defects or objections
within such thirty (30) days of notice thereof, the Buyer may terminate this Agreement and receive a return of Earnest
Money (notwithstanding that the Examination Period may have expired). If Buyer Is to purchase 1111e Insurance, the
Insuring company must be licensed to do business In the state in which the Property Is located. Title to the Property must
be Insurable at regular rates, subject only to standard exceptions and Permitted Exceptions.
(d) Intended Use: If Buyer determines, prior to the dale of Closing, that use of the Property for Its Intended Use
will violate any private restrictions or governmental regulations, then Buyer may terminate this Agreement by written
notice and receive a return of the Earnest Money, and neither party shall then have any further obligations in connection
with this Agreement.
(a) Same Condition: If the Properly is not In substantially the some condition at Closing as of the data of the
offer, reasonable wear and tear excepted, then the Buyer may terminate the Agreement and receive a return of the
Earnest Money.
(f) Inspections: Buyer, Its agents or representatives, at Buyer's expense and at reasonable times during normal
business hours, shall have the right to enter upon the Property for the purpose of Inspecting, examining, performing loll
boring and other testing, conducting timber cruises, and surveying the Property. Buyer shall also have a right to review
and Inspect all leases, contracts or other agreements affecting or related directly 10 the Property and shall be entitled to
review such books and records of Seller as relate directly to the operation and maintenance of the Property. Buyer
assumes all responsibility for the acts of Itself, Its agents or representatives In exercising Its rights under this Section 6(0
and agrees to Indemnify and hold Seller harmless from any damages resulting therefrom. Except as provided in Section
6(c) above, Buyer shall have from the Contract Date through the end of the Examination Period to perform the above
Inspections, examinations and testing. If, prior to the expiration of the Examination Period, Buyer chooses not to
purchase the Properly, for any reason or no reason, and provides written notice to Seller thereof, then this Agreement
shall terminate, and the Earnest Money shall be promptly returned to Buyer.
Section 7. Environmental: Seller represents and warrants that It has no actual knowledge of the presence or disposal
within the buildings or on the Property of hazardous or toxic waste or substances, which are defined as those substances,
materials, and wastes, including but not limited to, those substances, materials and wastes listed In the United Slates
Department of Transportation Hazardous Materials Table (49 CFR 172.101) or by the Environmental Protection Agency
as hazardous substances (40 CFR Part 302.4) and amendments thereto, or such substances, materials and wastes,
which are or become regulated under any applicable local, state or federal law, Including, without Ilmltation, any material,
waste or substance which Is (1) petroleum, (11) asbestos, (III) polychlorinated blphenyls, (Iv) designated as a Hazardous
Substance pursuant to Section 331 of the Clean Water Act of 1977 (33 U.S.C. § 1321) or listed pursuant to Section 307 of
the Clean Water Act of 1977 (33 U.S.C. § 1317) (v) defined as a hazardous waste pursuant to Section 1004 of the
Resource Conservation and Recovery Act of 1976 (42 U.S.C. § 6903) or (vi) defined as a hazardous substance pursuant
to Section 101 of the Comprehensive Environmental Response, Compensation and Liability Act of 1980 (42 U.S.C. §
9601), Seller further states that It has no actual knowledge of any contamination of the Property from such substances as
may have been disposed of or stored on neighboring tracts, and It has no reason to suspect that such use or disposal has
occurred, either during or prior to Ile ownership of the Properly.
Section B. Risk of Lose/Damage/Repair: Until the Closing, the risk of loss or damage to the Property, except as
otherwise provided herein, shall be borne by Seller. In the event the Property Is damaged so that the Property cannot be
conveyed in substantially the same condition as it was on the dale of the offer, Buyer may elect to terminate this
Agreement, and the Earnest Money shall be returned to the Buyer. Except as to maintaining the Property In Its same
condition, Seller shall have no responsibility for the repair of the Property, Including any Improvements, unless the parties
hereto agree in writing.
Section 9, Earnest Money Disbursement: In the event this offer Is not accepted, or In the event that any of the
conditions hereto are not satisfied, or in the event of a breach of this Agreement by Seller, then the Earnest Money shall
be returned to Buyer, but such return shall not affect any other remedies, Including an action for specific performance,
available to Buyer for such breach. In the event this offer is accepted and Buyer breaches this Agreement, than the
q(Pego 4 of 7)
Buyer Infrhb 1 4 Sellef Inkieb�

Earnest Money shall be paid to Seller as liquidated damages and as Seller's sole remedy, and Seller waives any other
available remedies. NOTE: In the event of a dispute between Seller and Buyer over the return of forfeiture of Earnest
Money held In escrow by a licensed real estate broker, the broker Is required by state law to retain said Earnest Money in
Ile trust or escrow account until It has obtained a written release from the parties consenting to Its dlsposillon or until
disbursement is ordered by a court of competent Jurisdiction.
Section 10. Closing: At Closing, Seller shall deliver to Buyer a General Warranty Deed and other documents
customarily executed by a seller In similar transactions, including without limitation, a bill of sale for any personal property
listed on Exhibit A, an owner's af0davit, lien waiver forms and a non -foreign status (pursuant to the Foreign Investment In
Real Property Tax Act), and Buyer shall pay to Seller the Purchase Price. At Closing, the Earnest Money shall be applied
as part of the Purchase Price. The Closing shall be held at the office of Buyer's attorney or such other place as the
parties hereto may mutually agree. Possession shall be delivered at closing, unless otherwise agreed herein.
Section 11. Notices: Unless otherwise provided herein, all notices and other communications which may be or are
required to be given or made by any party to the other In connection herewith shall be In writing and shall be deemed to
have been property given and received on the date delivered In person or deposited In the United Stales mall, registered
or certified, return receipt requested, or by overnight carrier with written proof of delivery, to the addresses set out in
Section 1(h) as to Seller and in Section 1(I) as to Buyer, or at such other addresses as specified by written notice
delivered In accordance herewith.
section 12. Entire Agreement: This agreement constitutes the sole and entire agreement among the parties hereto and
no modlflcalion of this Agreement shall be binding unless In writing and signed by all parties hereto.
Section 13. Enforceability: This Agreement shall become an enforceable contract when a fully executed copy has
been communicated to both parties. This Agreement shell be binding upon and Inure to the benefit of the parties, their
heirs, successors and assigns and their personal representatives.
Section 14. Adverse Information and Compliance with Laws:
(a) Seller Knowledge: Seller has no knowledge of (1) condemnatlon(s) affecting or contemplated with respect to
the Property; (11) actions, suits or proceedings pending or threatened against the Property; (ill) changes contemplated In
any applicable laws, ordinances or restrictions affecting the Property; (iv) private restrictions or governmental regulations
that would prohibit the Intended Use or (v) governmental special assessments, either pending or confirmed, for sidewalk,
paving, water, sewer, or other Improvements on or adjoining the Property, and no owners' association special
assessments, except as follows: . (Insert `None' or the klenllficatlon of such assessments, If any).
Seller shall pay all owners' association assessments and all governmental assessments, If any, unless otherwise agreed
as follows: . Seller represents that the regular owners' association dues, If any, are $ N/A per N/A
(b) Compliance: To the best of Seller's knowledge and belief, (1) Seller has complied with all applicable laws,
ordinances, regulations, statutes, rules and restrictions pertaining to or affecting the Property; (II) performance of the
Agreement will not result in the breach of, constitute any default under or result In the Imposition of any lien or
encumbrance upon the Property under any agreement or other Instrument to which Seller Is a party or by which Seller or
the Property Is bound; and (III) there are no legal actions, suits or other legal or administrative proceedings pending or
threatened against the Property, and Seller Is not aware of any facts which might result In any such action, suit or other
proceeding.
Section 16. Survival of Representations and Warranties: All representations, warranties, covenants and agreements
made by the parties hereto shall survive the Closing and delivery of the dead. Seller shall, at or within six (6) months after
the Closing, and without further consideration, execute, acknowledge and deliver to Buyer such other documents and
Instruments, and take such other action as Buyer may reasonably request or as may be necessary to more effectively
transfer to Buyer the Property described herein in accordance with this Agreement.
Section 10, Applicable Law: This Agreement shall be construed under the laws of the slate In which the Property Is
located.
lase S or 7)
Buyer lniitols Soikr lnilob

Section 17, Tax -Deferred Exchange: In the event Buyer or Seller dealres to effect a tax -deferred exchange In
connection with the conveyance of the Property, Buyer and Seller agree to cooperate In effecting such exchange;
provided, however, that the exchanging party shall be responsible for all additional costs associated with such exchange,
and provided further, that a non -exchanging party shall not assume any additional liability with respect to such tax -
deferred exchange. Seller and Buyer shall execute such additional documents, at no cost to the non -exchanging party, as
shall be required to give effect to this provision.
Section 18. Assignment: Buyer may assign this Agreement upon written notice to Seller.
Section 10. Authority. Each signatory to this Agreement represents and warrants that he or she has full authority to
sign this Agreement and such Instruments as may be necessary to effectuate any transaction contemplated by this
Agreement on behalf of the party for whom he or she signs and that his or her signature binds such party. Any signature
on a copy of this Agreement sent electronically or by facsimile shall be binding upon transmission and the electronic or
facsimile copy may be utilized for the purpose of this Agreement.
Section 20. Subdivision and Easements: If a lot Ilne adjustment or subdivision Is required to create the Property and It
the natural flow of surface water from the Property drains onto Seller's remaining property, then Seller will grant Buyer a
non-excluglve Drainage Easement over Seller's remaining property. The Drainage Easement will be granted at no cost to
Buyer, but Buyer will pay the cost of preparation and recordation of the document at closing.
THIS DOCUMENT IS A LEGAL DOCUMENT. EXECUTION OF THIS DOCUMENT HAS LEGAL CONSEQUENCES
THAT COULD BE ENFORCEABLE IN A COURT OF LAW. IF YOU DO NOT FEEL THIS DOCUMENT MEETS YOUR
NEEDS, YOU MAY WISH TO CONSULT YOUR ATTORNEY.
11t17=;
PAR 6 DEVELOPMENT, LLC 'n
By: 1
Name:
Manager
Date: 6 — V 3 -- i.-i-
SELLER:
(SEAL)
Anita Jo Meier
Date:
The undersigned hereby acknowledges receipt of the Earnest Money set forth heroin and agrees to hold said
Earnest Money In accordance with the terms hereof,
Date:
MAUS, WARWICK, MATTHEWS & CO.
a
(Pago 6 of 7)
('
Buy" lnilialf � Sclkriniliala

Pusey, Steven
From: Lewis,Linda
Sent: Wednesday, February 13, 2013 11:26 AM
To: Pusey, Steven
Subject: SW8 121119 Dollar General
Steve:
My co ments are as follows:
7✓1. The deed that was provided with the application is for the initial 2008 property transfer from the Frances
K. Saunders Trust to Ms. Anita Jo Meier. You now need to get a copy of the sales agreement between
� Ms. Anita Jo Meier and Par 5 Development Group, LLC.
y z& ✓2. The narrative and plans also refer to Rhetson Companies, Inc. as a "developer". Where does this
r15�' company fit in with Ms. Meier or Par 5? Is one the property owner, one the developer and one the
purchaser? Make sure you know who's who.
Nt V3. You need the original signature of Ms. Meier as the property owner on the application. Neither an
emailed attachment nor a photocopy are acceptable.
4. The "Basin Depth" to report in the permit is intended to reflect the depth from the bottom to the storage
or overflow, Le, 31.25 to 32.61, not to the "top" of the basin at 33.5.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Low and may
be disclosed to third parties.

Pusey, Steven
From: Jody Bland [e-mail]]
Sent: Thursday, February 14, 2013 8:50 AM
To: Pusey, Steven
Cc: 'Nancy Howell'; 'Lee Pittman'; 'Brian Clodfelter'; 'Rich Smith'
Subject: RE: Dollar General - N. College & Long Ridge Dr
Steve,
Nancy put the originals in the mail to you I believe on Monday. Nancy can you please confirm.
ParS Development Group is the purchaser of the property, of which, Mr. Clodfelter is a member/ president. Rhetson
Companies is Mr. Clodfelter's construction company which will be responsible for any construction related activities on
site. Mr. Clodfelter is president of Rhetson as well.
Lee,
Please see below. NCDENR has requested a copy of the sales agreement. Can you email this to me? Also, please correct
me if I have misstated anything regarding the Par5/ Rhetson relationship above. It was my attempt to answer Mr.
Pusey's questions below.
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 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: Pusey, Steven [mailto:[e-mail]]
Sent: Wednesday, February 13, 2013 6:02 PM
To: Jody Bland
Cc: Phil Norris
Subject: RE: Dollar General - N. College & Long Ridge Dr
Jody,

I still don't have the original permit signature pages which we need. We also need a copy of the sales agreement
between Anita Jo Meier and Par 5 Development Group.
One other question is:
The narrative and plans mention Rhetson Companies, Inc. as a developer. Where do they fit in if at all?
Thanks,
Steve
From: Jody Bland[mailto:jbland(alntengineers.com]
Sent: Wednesday, February 13, 2013 5:11 PM
To: Pusey, Steven
Cc: Phil Norris
Subject: Dollar General - N. College & Long Ridge Dr
Hi Steve,
We wanted to check in with you regarding the status of the Dollar General storm water permit. It is my understanding
that the original permit signature pages were mailed to you guys so that should have been everything that was
outstanding to complete the processing of this permit. Please let us know if there is anything else needed to complete
this review. Thanks again.
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 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.
No virus found in this message.
Checked by AVG - www.avy.com
Version: 2013.0.2899 / Virus Database: 2639/6103 - Release Date: 02/14/13

-
Pusey, Steven
From:
Jody Bland [e-mail]]
Sent:
Friday, February 08, 2013 10:12 AM
To:
Pusey, Steven; Phil Norris;'Nancy Howell'
Cc:
'Brian Clodfelter; 'Lee Pittman; 'Rich Smith'
Subject:
RE: Dollar General - Long Ridge Drive
Attachments:
12063 Rev NCDENR App. pgs.pdf
Steve,
Thanks for taking the time to review the calculations with me and letting me clear up how the basin operates. Attached
is the revised permit pages for the NCDENR App. that we discussed during our telephone conversation. Our clients are
putting it in the mail to us today so we should have the originals to your office the first of next week. Please let me know
if you need anything else to help expedite the issuance of the NCDENR permit. Thanks for your help.
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 Nonis, 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: Pusey, Steven[mailto:steven.Dusev(&ncdenr.00v]
Sent: Friday, February 08, 2013 9:27 AM
To: Jody Bland
Subject: Dollar General - Long Ridge Drive
Jody,
I hope things are going well. I reviewed your revised calculations and plans for subject project. Everything looks good
on your plans except you have a note about the overflow elevation from the pre/post basin being at 32.4 ft. According
to your calculations, it should be 32.61 ft. Please correct the appropriate plan sheets and resubmit ASAP.
Also, I am still waiting for some changes to the application which I think you said Nancy was working on? The changes
are to include the property owner's information on the application (reference instructions on page 2 of the application).

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Thanks,
Steve
c3'tcvaia 0. Puecg
Environmental Engineer
NCDENR - Div. of Water Quality
Surface Water Protection
Ph(910)796-7334/Fax [phone]
aBefore printing this email, please consider your budget and the environment
E-mail correspondence to and from this address maybe subject to the North Carolina Public Records Law and maybe disclosed to third parties.
No virus found in this message.
Checked by AVG - www.avg.com
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III. CONTACT INFORMATION
1. a. Print Applicant / Signing O(Hders name and title (specifically the developer, property owner, lessee,
designated government official, Individual, etc, who oms the urelectl:
Applicant/OrgentzatlonTar 5 Development Group, LLC
Signing Official & Title:Bljan R. Clodfelter, Manager
b. Contact Information for person listed in item 1a above:
Street Addrem;2660-13 NC Hwy 6
City:Aberdeen State:NC Zip:28315
Maflhrg Address (i%applicable):same
City:
Phone: [phone]-M1
Emafl:[e-mail]
State: Zip:
Fax: (910 ) 944-W2
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. ('fhLv Is the
person who owns the property that Ike project Is located on):
Property Owner/Organiration:Anita to Meter
Signing Official &Title:Anita IQ Meier. Owner
b.Contact Information for person listed in item 2a above:
Street Address:76% Ireland Court
City:Y dmIngtoa State:NC Zip:284n
Matting Address (ff applicable):NIA
City: State: Zip:
Phone: (910 ) 31%7443 Pax: ( I N/A
Rmafl:N/A
3. a. (Optional) Print the name and title of another contactsuch as the projeces construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title:
b. Contact Information for person listed In item 3a above.:
Mailing Address:
City: State:
Phone: ( 1 Fax:
4. Local jurisdiction for building permits: New Hanover County
Point of ContactChris O'Keefe Phone 9: (910 ) 798-7165
PormSWU-101 Version06Aug2012 Page 2of6

o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where requited),
9. Copy of any applicable sells 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 logo, Include an8.8"xll" copy of the NRCS County&Us map with the
project area clearly delineated. For projects with infiltration BMPa, the report should also
include the sell type, expected Infiltration rate, and the method of determining the Infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a sfte visit/br DWQ to verffij the SI WPprior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 5266 Page No: 3M _
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which sup orts the tides and positions held
by the persons listed In Contact information, item la, 2a, anor 3a per 15A NCAC 2H.1003(e),
The corporation or LLC most be listed as an active corporation In good standing with the NC
Secretary of State, otherwise the application will be returned.
http•//wwwsecretarys)stereoa/C�rporations/CSearchaspg
VR, DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants we required to be recorded prior to the sale of any lot If lot sizes vary significantly or the proposed
BUA allocations vary, a table 0sting each lot number, lot she, 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
pprotectve covenant forms can be downloaded from
http•//portal ncdenr or web/4//ws/au/statesw/forms does. Download the latest versions for each submittal.
In the instances where the applicant Is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenant 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 requited In the permit and Bated
on the forma available on the webslte, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the requited 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.
Vlll. CONSULTANT WFORMATION 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 request for additional information).
Consulting Engineer:l Phillip Norris, P.B.
Consulting Firm: Norris & Tunstall Consulting unw reers P.C.
—
Mailing AddressM7 Floral Parkway, Suite 400
City:Wllmington StateNC Zip:24403
Phone: (210 ) 287-5900 Fax: MO 1 287-59M
Bm ail:onQnJ&ntMzinews.com
DL PROPERTY OWNER AUTHORIZATION (if Contact Infonnatfon, item 2 has beenJBled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) Anita to Meier certify that I
own the property identified In this permit application, and thus give permission to (print or type name ofperson
listed in Contact Infantmtion, item la) Pars DeueWent Group, LLC with (print or
type name of organlration listed In Contact Information, item la)_Brian Clo ter ^ to develop the
project as currently proposed. A copy of the lease agreement or pending property sates contract has been
provided with the submittal, which indicates the party responsible for the operation and maintenance of the
stormwater system.
Form SWU-101 Version 06Aug2012 Page 5 of

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 defaulb 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/Ownerahtp Change Ioorm within 90 days; otherwise I will be operating a stormwater treatment
facilityry without a veltd pper t. 1 understand that the operation of a stormwater treatmentfacWty 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 penald of up to $25,0 per day, pursuant to NCGS 143-215.6.
Signature: Date: a -7
/43
I, (?iYAN GU1vptL , a NNotary Public for the Slate of 04- li Ua i^ MCounty of
A/O WA Ne✓C. (L . do hereby certify that Pi w m V' r^ c (— personally appeared
beforeme this l day of f O'bPL'V'tM . 2.� . and aclingy1edge the dd executlon of the application for
astormwater pennit. Witness my hand and official seal
( x limit of
CWARY
np`Vo �4
X. APPLICANT'SCERTIFICATION
SEAL
My commission expires My Commission Bxplms July 07, 2016
I, (print or twice name Of person listed in Contact information, item l a) Bdan R. Ctadfeller. Manager
certify that a Information included on this permit application forms, to the best of my knowledge, correct and
that the protect 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 compiles with the requirement of the
applicable stojmW"Aw riles underSA N 2H.1 and any other applicable state stormwater requirements,
Signature:t' Date:
I, ycy9-d—/ • � L�ur /� a Notary Public for/tjte State of County of
[� do hereby certify that. F� IJl T% personally appeared
before me this �_ day of 20L71 and ac{J�J.�,'o ledge du t cation of the applic tion for
a stormwater permit Witness my hand anofficial seal,�ai(�tArfrf D
PT. F it
My commissit
Form SWU-101 Version 06Aug2012 Page 6 oP6

1127 Floral Parkway
Suite 400
Wilmington, NC 28403
[phone]
[phone] Fax
John S. Tunstall, PE.
February 5, 2013
Norris & Tunstall
Consulting Engineers, P.C.
Mr. Steve Pusey
NC DENR
Division of Water Quality
Surface Water Protection
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Dollar General — Long Ridge Drive
New Hanover County, NC
NT Project No. 12063
Dear Mr. Pusey,
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, PE.
Enclosed you will find two (2) sets of revised/updated plans, calculations, and
supplement form for the above subject project. These items were updated based on
our email and telephone correspondence. The design now reflects a basin that
contains and infiltrates 2.5 times the required storage volume using one-half the
specified infiltration rate found in the previously provided soils report. As required in
section 16.3.9.3 the drawdown time is found to less that 5 days therefore the waiver
requirements for the offline bypass and VFS have been met and the plans and
calculations have been updated accordingly. Also, a copy of the wetland disturbance
permit has been provided for your records.
Please contact us if you have any further questions or comments. Thank you for your
assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
fJosephKland, E.I.
JKB/neh
12063 02-05-13 s-sw resp Rr
cc: Mr. Brian Clodfelter / Rhetson Companies, Inc.
ECEIVE
FEB 0 Y 2013 ,
BY:
NCBELS License C-3641

Norris & Tunstall Wilmington, NC
Sheet�
IDate
'qr7j
IDesign
jy.*
I Consulting Engineers, P.C. Brunswick .. County, NC
I nf .
-39W I EMWLOA�- 4 LAml A 09e—hd--!5�W �C4��
L;
No.
Uw M-

r
Date
Design
Norris & Tunstall Wilmington, NC
Iheets
g51i3
JK$
Consulting Engineers P.C. Brunswick County, NC
- hi - e-wp c 4 L'w'r R'Dc#cdL 1 Slb-f-, wMft- C+w--7
No.
/2.cia3

PRE-DEV
Suticat Reach on ReLink
i ;'ry i*+
POS�DEV
INFIL At
99
PRE/POST

H:\PROJECTS\2012\12063 DOLLAR GENERAL\12063 CALM
12063.NCDENR.2-5-12 Type 111 24-hr 1 YR Rainfall=3.80"
Prepared by Norris & Tunstall Consulting Engineers
HydroCADO 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 2/5/2013
Time span=0.00-25.00 hrs, dt=0.01 hrs, 2501 points
Runoff by SCS TR-20 method, UH=SCS
Reach routing by Sim -Route method - Pond routing by Sim -Route method
Subcatchment 1S: PRE-DEV Runoff Area=46,000 sf Runoff Depth=0.45"
Tc=5.0 min CN=55 Runoff=0.31 cfs 0.040 of
Subcatchment 2S: POST DEV Runoff Area=46,000 sf Runoff Depth=2.28"
Tc=5.0 min CN=85 Runoff=2.92 cfs 0.201 of
Pond 1P: INFIL AREA Peak Elev=31.83' Storage=3,549 cf Inflow=2.92 cfs 0.201 of
Discarded=0.23 cfs 0.237 of Secondary=0.00 cfs 0.000 of Outflow=0.23 cfs 0.237 of
Pond 2P: PRE/POST Peak Elev=31.25' Storage=0 cf Inflow=0.00 cfs 0.000 of
Discarded=0.00 cfs 0.000 of Primary=0.00 cfs 0.000 of Secondary=0.00 cfs 0.000 of Outflow=0.00 cfs 0.000 of

H:\PROJECTS\2012\12063 DOLLAR GENERAL\12063 CALCS\
12063.NCDENR.2-5-12 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 2/5/2013
Subcatchment 1S: PRE-DEV
Runoff = 0.31 cfs @ 12.12 hrs, Volume= 0.040 af, Depth= 0.45"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs
Type III 24-hr 1 YR Rainfall=3.80"
Area (sf) CN Description
46,000 55 Woods, Good, HSG B
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
5.0 Direct Entry,
Subcatchment 1S: PRE-DEV
Hydrograph
0.32- 0.31 cis
T
ype _0.29 - --III 24- YR0.2s ainfall=3:80,,024 rea=46,000 -If
0.2z0.z ume=0.040 -af-
o.,a f. Depth 0., - �o.,s
45:-0.,4-Tc=5:0-min-
0.,z
ICN=55.
0.08
� I0.06. --- ..1-_1-
_ _ _ _ ___ _ _ -1__ _ ____I __I I0.02
Time (hours)

H:\PROJECTS\2012\12063 DOLLAR GENERAL\12063 CALM
12063.NCDENR.2-5-12 Type 111 24-hr 1 YR Rainfall=3.80"
Prepared by Norris & Tunstall Consulting Engineers
HvdroCAD@ 7.10 s/n 000479 @ 2005 HydroCAD Software Solutions LLC 2/5/2013
Subcatchment 2S: POST DEV
Runoff = 2.92 cfs @ 12.07 hrs, Volume= 0.201 af, Depth= 2.28"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs
Type III 24-hr 1 YR Rainfall=3.80"
Area (sf) CN Description
30,000 98 Proposed Development
16,000 61 >75% Grass cover, Good HSG B
46,000 85 Weighted Average
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
5.0 Direct Entry,
Subcatchment 2S: POST DEV
Hydrograph
3 2.92 cfs
Type III 24-hr. 1 YR
Rainfall=:3.80"
Runoff Area=46,000 Sf
z-' -' '_'- -
Runoff Volume=0.201 of
g Runoff Depth=2.28"
LL Tc=5.0 min
C = N 85-
0
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 16 19 20 21 22 23 24 25
Time (hours)

H:IPROJECTS\2012\12063 DOLLAR GENERAL\12063 CALCS\
12063.NCDENR.2-5-12 Type 111 24-hr 1 YR Rainfall=3.80"
Prepared by Norris & Tunstall Consulting Engineers
HydroCADO 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 2/5/2013
Pond 1P: INFIL AREA
Inflow Area = 1.056 ac, Inflow Depth = 2.28" for 1 YR event
Inflow = 2.92 cfs @ 12.07 hrs, Volume= 0.201 of
Outflow = 0.23 cfs @ 13.29 hrs, Volume= 0.237 af, Atten= 92%, Lag= 72.7 min
Discarded = 0.23 cfs @ 13.29 hrs, Volume= 0.237 of
Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of
Routing by Sim -Route method, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs
Peak Elev= 31.83' @ 13.29 hrs Surf.Area= 6,609 sf Storage= 3,549 cf
Plug -Flow detention time= (not calculated: outflow precedes inflow)
Center -of -Mass det. time= 131.6 min ( 949.3 - 817.7 )
Volume Invert Avail.Storage Storage Description
#1 31.25' 17,013 cf INFIL BASIN (Prismatic) Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic -feet) (cubic -feet)
31.25 5,629 0 0
32.29 7,387 6,768 6,768
32.30 7,491 74 6,843
33.50 9,460 10,171 17,013
Device Routing Invert Outlet Devices
#1 Discarded 0.00' 1.500 in/hr Exfiltration over Surface area
#2 Secondary 32.61' 40.0' long x 5.0' breadth Overflow Spillway
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50
3.00 3.50 4.00 4.50 5.00 5.50
Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65
2.67 2.66 2.68 2.70 2.74 2.79 2.88
Discarded OutFlow Max=0.23 cfs @ 13.29 hrs HW=31.83' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.23 cfs)
$econdary OutFlow Max=0.00 cfs @ 0.00 hrs HW=31.25' TW=31.25' (Dynamic Tailwater)
2=Overflow Spillway ( Controls 0.00 cfs)

H:\PROJECTS\2012\12063 DOLLAR GENERAL\12063 CALM
12063.NCDENR.2-5-12 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 2/5/2013
Pond 1 P: INFIL AREA
Hydrograph
r 2.92 cfs Inflow
3 _ .... Outflow
_
Discarded
.I r
Inflow Area=1.056 ac Secondary
'
Peak: Elev=31.83
r r
2 Storage=3,549I.cf.
I
O
I I I I I I I
0.23 cfs
r 1 1
0-
0 1 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)

H:\PROJECTS\2012\12063 DOLLAR GENERAL\12063 CALCS\
12063. NCDE N R.2-5-12
Prepared by Norris & Tunstall Consulting Engineers
HvdroCAD® 7.10 s/n 000479 © 2005 HvdroCAD Software SolutionE
Type 11124-hr 1 YR Rainfall=3.80"
Hydrograph for Pond 1P: INFIL AREA
Time Inflow Storage Elevation Outflow Discarded
0.00
0.00
0
31.25
0.00
0.00
0.00
0.50
0.00
0
31.25
0.00
0.00
0.00
1.00
0.00
0
31.25
0.00
0.00
0.00
1.50
0.00
0
31.25
0.00
0.00
0.00
2.00
0.00
0
31.25
0.00
0.00
0.00
2.50
0.00
0
31.25
0.00
0.00
0.00
3.00
0.00
0
31.25
0.00
0.00
0.00
3.50
0.00
0
31.25
0.00
0.00
0.00
4.00
0.00
0
31.25
0.00
0.00
0.00
4.50
0.00
0
31.25
0.00
0.00
0.00
5.00
0.00
0
31.25
0.00
0.00
0.00
5.50
0.00
0
31.25
0.00
0.00
0.00
6.00
0.00
0
31.25
0.00
0.00
0.00
6.50
0.00
0
31.25
0.00
0.00
0.00
7.00
0.00
0
31.25
0.00
0.00
0.00
7.50
0.00
0
31.25
0.00
0.00
0.00
8.00
0.01
0
31.25
0.00
0.00
0.00
8.50
0.02
0
31.25
0.00
0.00
0.00
9.00
0.03
0
31.25
0.00
0.00
0.00
9.50
0.04
0
31.25
0.00
0.00
0.00
10.00
0.06
0
31.25
0.00
0.00
0.00
10.50
0.09
0
31.25
0.00
0.00
0.00
11.00
0.12
4
31.25
0.20
0.20
0.00
11.50
0.23
11
31.25
0.20
0.20
0.00
12.00
1.86
866
31.40
0.20
0.20
0.00
12.50
0.61
3,292
31.79
0.23
0.23
0.00
13.00
0.27
3,535
31.83
0.23
0.23
0.00
13.50
0.21
3,543
31.83
0.23
0.23
0.00
14.00
0.17
3,479
31.82
0.23
0.23
0.00
14.50
0.15
3,360
31.80
0.23
0.23
0.00
15.00
0.13
3,207
31.78
0.23
0.23
0.00
15.50
0.11
3,024
31.75
0.22
0.22
0.00
16.00
0.09
2,808
31.72
0.22
0.22
0.00
16.50
0.08
2,567
31.68
0.22
0.22
0.00
17.00
0.08
2,315
31.64
0.22
0.22
0.00
17.50
0.07
2,052
31.60
0.22
0.22
0.00
18.00
0.06
1,778
31.55
0.21
0.21
0.00
18.50
0.05
1,497
31.51
0.21
0.21
0.00
19.00
0.05
1,216
31.46
0.21
0.21
0.00
19.50
0.05
936
31.41
0.20
0.20
0.00
20.00
0.05
655
31.36
0.20
0.20
0.00
20.50
0.04
376
31.32
0.20
0.20
0.00
21.00
0.04
98
31.27
0.20
0.20
0.00
21.50
0.04
0
31.25
0.00
0.00
0.00
22.00
0.04
0
31.25
0.00
0.00
0.00
22.50
0.04
0
31.25
0.00
0.00
0.00
23.00
0.03
0
31.25
0.00
0.00
0.00
23.50
0.03
0
31.25
0.00
0.00
0.00
24.00
0.03
0
31.25
0.00
0.00
0.00
24.50
0.00
0
31.25
0.00
0.00
0.00
25.00
0.00
0
31.25
0.00
0.00
0.00

H:\PROJECTS\2012\12063 DOLLAR GENERAL\12063 CALCS\
12063.NCDENR.2-5-12 Type /I/ 24-hr 1 YR Rainfall=3.80"
Prepared by Norris & Tunstall Consulting Engineers
HvdroCAD® 7.10 s/n 000479 © 2005 HvdroCAD Software Solutions LLC 2/5/2013
Stage -Area -Storage for Pond 1P: INFIL AREA
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
31.25
5,629
0
31.30
5,714
284
31.35
5,798
571
31.40
5,883
863
31.45
5,967
1,160
31.50
6,052
1,460
31.55
6,136
1,765
31.60
6,221
2,074
31.65
6,305
2,387
31.70
6,390
2,704
31.75
6,474
3,026
31.80
6,559
3,352
31.85
6,643
3,682
31.90
6,728
4,016
31.95
6,812
4,354
32.00
6,897
4,697
32.05
6,981
5,044
32.10
7,066
5,395
32.15
7,150
5,751
32.20
7,235
6,110
32.25
7,319
6,474
32.30
7,491
6,843
32.35
7,573
7,219
32.40
7,655
7,600
32.45
7,737
7,985
32.50
7,819
8,374
32.55
7,901
8,767
32.60
7.983
9.164
32.70
8,147
9,970
32.75
8,229
10,380
32.80
8,311
10,793
32.85
8,393
11,211
32.90
8,476
11,633
32.95
8,558
12,058
33.00
8,640
12,488
33.05
8,722
12,922
33.10
8,804
13,361
33.15
8,886
13,803
33.20
8,968
14,249
33.25
9,050
14,700
33.30
9,132
15,154
33.35
9,214
15,613
33.40
9,296
16,076
33.45
9,378
16,542
33.50
9,460
17,013
5a )
eaLD 92

H:\PROJECTS\2012\12063 DOLLAR GENERAL\12063 CALCS\
12063.NCDENR.2-5-12 Type U/ 24-hr 1 YR Rainfall=3.80"
Prepared by Norris & Tunstall Consulting Engineers
HvdroCADO 7.10 s/n 000479 @ 2005 HvdroCAD Software Solutions LLC 2/5/2013
Pond 2P: PRE/POST
Inflow Area =
1.056 ac,
Inflow Depth = 0.00"
for 1 YR event
Inflow =
0.00 cfs @
0.00 hrs, Volume=
0.000 of
Outflow =
0.00 cfs @
0.00 hrs, Volume=
0.000 af, Atten= 0%, Lag= 0.0 min
Discarded =
0.00 cfs @
0.00 hrs, Volume=
0.000 of
Primary =
0.00 cfs @
0.00 hrs, Volume=
0.000 of
Secondary =
0.00 cfs @
0.00 hrs, Volume=
0.000 of
Routing by Sim -Route method, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs
Peak Elev= 31.25' @ 0.00 hrs Surf.Area= 314 sf Storage= 0 cf
Plug -Flow detention time= (not calculated: initial storage excedes outflow)
Center -of -Mass det. time= (not calculated: no inflow)
Volume Invert
Avail.Storage Storage Description
#1 31.25'
1,823 cf PREIPOST BASIN (Prismatic) Listed below (Recalc)
Elevation Surf.Area
Inc.Store Cum.Store
(feet)
(sq-ft)
(cubic -feet) (cubic -feet)
31.25
314
0 0
32.29
738
547 547
32.30
842
8 555
33.50
1,271
1,268 1,823
Device Routing
Invert
Outlet Devices
#1 Discarded
0.00'
3.000 in/hr Exfiltration over Surface area
#2 Primary
31.25'
15.0" x 25.0' long Culvert RCP, mitered to conform to fill, Ke= 0.700
Outlet Invert= 31.00' S= 0.0100 T Cc= 0.900
n= 0.013 Concrete pipe, bends & connections
#3 Secondary
32.40'
20.0' long x 5.0' breadth Emergency Spillway
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50
3.00 3.50 4.00 4.50 5.00 5.50
Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65
2.67 2.66 2.68 2.70 2.74 2.79 2.88
Discarded OutFlow Max=0.00 cfs @ 0.00 hrs HW=31.25' (Free Discharge)
t1=Exfiltration (Passes 0.00 cfs of 0.02 cfs potential flow)
Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=31.25' (Free Discharge)
t2=Culvert ( Controls 0.00 cfs)
tecondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=31.25' (Free Discharge)
=Emergency Spillway ( Controls 0.00 cfs)

H:\PROJECTS\2012\12063 DOLLAR GENERAL\12063 CALM
12063.NCDENR.2-5-12 Type 111 24-hr 1 YR Rainfall=3.80"
Prepared by Norris & Tunstall Consulting Engineers
HydroCADE) 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 2/5/2013
Pond 2P: PRE/POST
Hydrograph
1
— Inflow
I — Outflow
— Discarded
'Inflow Area=1.056'ac Primary
Secondary
I
Peak Ellev=31.25'
Storage=0 cf
I
I I I
I I
0.00 cit$
fl
0 1 2 3 4 5 6 7 B 9 10 11 12 13 14 15 16 17 16 19 20 21 22 23 24 25
Time (hours)

H:\PROJECTS\2012112063 DOLLAR GENERAL\12063 CALCS\
12063.NCDENR.2-5-12 Type 111 24-hr 1 YR Rainfall=3.80"
Prepared by Norris & Tunstall Consulting Engineers
HvdroCADO 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 2/5/2013
Hydrograph for Pond 2P: PRE/POST
Time
Inflow
Elevation
Outflow
Discarded
Primary
Secondary
(hours)
(cfs)
(feet)
(cfs)
(cfs)
(cfs)
(cfs)
0.00
0.00
31.25
0.00
0.00
0.00
0.00
0.50
0.00
31.25
0.00
0.00
0.00
0.00
1.00
0.00
31.25
0.00
0.00
0.00
0.00
1.50
0.00
31.25
0.00
0.00
0.00
0.00
2.00
0.00
31.25
0.00
0.00
0.00
0.00
2.50
0.00
31.25
0.00
0.00
0.00
0.00
3.00
0.00
31.25
0.00
0.00
0.00
0.00
3.50
0.00
31.25
0.00
0.00
0.00
0.00
4.00
0.00
31.25
0.00
0.00
0.00
0.00
4.50
0.00
31.25
0.00
0.00
0.00
0.00
5.00
0.00
31.25
0.00
0.00
0.00
0.00
5.50
0.00
31.25
0.00
0.00
0.00
0.00
6.00
0.00
31.25
0.00
0.00
0.00
0.00
6.50
0.00
31.25
0.00
0.00
0.00
0.00
7.00
0.00
31.25
0.00
0.00
0.00
0.00
7.50
0.00
31.25
0.00
0.00
0.00
0.00
8.00
0.00
31.25
0.00
0.00
0.00
0.00
8.50
0.00
31.25
0.00
0.00
0.00
0.00
9.00
0.00
31.25
0.00
0.00
0.00
0.00
9.50
0.00
31.25
0.00
0.00
0.00
0.00
10.00
0.00
31.25
0.00
0.00
0.00
0.00
10.50
0.00
31.25
0.00
0.00
0.00
0.00
11.00
0.00
31.25
0.00
0.00
0.00
0.00
11.50
0.00
31.25
0.00
0.00
0.00
0.00
12.00
0.00
31.25
0.00
0.00
0.00
0.00
12.50
0.00
31.25
0.00
0.00
0.00
0.00
13.00
0.00
31.25
0.00
0.00
0.00
0.00
13.50
0.00
31.25
0.00
0.00
0.00
0.00
14.00
0.00
31.25
0.00
0.00
0.00
0.00
14.50
0.00
31.25
0.00
0.00
0.00
0.00
15.00
0.00
31.25
0.00
0.00
0.00
0.00
15.50
0.00
31.25
0.00
0.00
0.00
0.00
16.00
0.00
31.25
0.00
0.00
0.00
0.00
16.50
0.00
31.25
0.00
0.00
0.00
0.00
17.00
0.00
31.25
0.00
0.00
0.00
0.00
17.50
0.00
31.25
0.00
0.00
0.00
0.00
18.00
0.00
31.25
0.00
0.00
0.00
0.00
18.50
0.00
31.25
0.00
0.00
0.00
0.00
19.00
0.00
31.25
0.00
0.00
0.00
0.00
19.50
0.00
31.25
0.00
0.00
0.00
0.00
20.00
0.00
31.25
0.00
0.00
0.00
0.00
20.50
0.00
31.25
0.00
0.00
0.00
0.00
21.00
0.00
31.25
0.00
0.00
0.00
0.00
21.50
0.00
31.25
0.00
0.00
0.00
0.00
22.00
0.00
31.25
0.00
0.00
0.00
0.00
22.50
0.00
31.25
0.00
0.00
0.00
0.00
23.00
0.00
31.25
0.00
0.00
0.00
0.00
23.50
0.00
31.25
0.00
0.00
0.00
0.00
24.00
0.00
31.25
0.00
0.00
0.00
0.00
24.50
0.00
31.25
0.00
0.00
0.00
0.00
25.00
0.00
31.25
0.00
0.00
0.00
0.00

H:\PROJECTS\2012\12063 DOLLAR GENERAL\12063 CALM
12063.NCDENR.2-5-12 Type 1/124-hr 1 YR Rainfall=3.80"
Prepared by Norris & Tunstall Consulting Engineers
HvdroCAD® 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 2/5/2013
Stage -Area -Storage for Pond 2P: PRE/POST
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
31.25
314
0
31.30
334
16
31.35
355
33
31.40
375
52
31.45
396
71
31.50
416
91
31.55
436
113
31.60
457
135
31.65
477
158
31.70
497
183
31.75
518
208
31.80
538
234
31.85
559
262
31.90
579
290
31.95
599
320
32.00
620
350
32.05
640
382
32.10
661
414
32.15
681
448
32.20
701
482
32.25
722
518
32.30
842
555
32.35
860
597
32.40
878
641
32.45
896
685
32.50
914
730
32.55
931
777
32.60
949
824
32.65
967
872
32.70
985
920
32.75
1,003
970
32.80
1,021
1,021
32.85
1,039
1,072
32.90
1,057
1,124
32.95
1,074
1,178
33.00
1,092
1,232
33.05
1,110
1,287
33.10
1,128
1,343
33.15
1,146
1,400
33.20
1,164
1,458
33.25
1,182
1,516
33.30
1,199
1,576
33.35
1,217
1,636
33.40
1,235
1,697
33.45
1,253
1,760
33.50
1,271
1,823

H:\PROJECTS\2012\12063 DOLLAR GENERAL\12063 CALCS\
12063.NCDENR.2-5-12 Type 111 24-hr 10 YR-NHC Rainfall=7.00"
Prepared by Norris & Tunstall Consulting Engineers
HydroGAD® 7.10 s/n 000479 © 2005 HvdroCAD Software Solutions LLC 2/5/2013'
Time span=0.00-25.00 hrs, dt=0.01 hrs, 2501 points
Runoff by SCS TR-20 method, UH=SCS
Reach routing by Sim -Route method - Pond routing by Sim -Route method
Subcatchment 1S: PRE-DEV Runoff Area=46,000 sf Runoff Depth=2.12"
Tc=5.0 min CN=55 Runoff=2.55 cfs 0.187 of
Subcatchment 2S: POST DEV Runoff Area=46,000 sf Runoff Depth=5.25"
Tc=5.0 min CN=85 Runoff=6.55 cfs 0.462 of
Pond 1 P: INFIL AREA Peak Elev=32.64' Storage=9,460 cf Inflow=6.55 cfs 0.462 of
Discarded=0.28 cfs 0.366 of Secondary=0.41 cfs 0.032 of Outflow=0.69 cfs 0.399 of
Pond 2P: PRE/POST Peak Elev=31.55' Storage=113 cf Inflow=0.41 cfs 0.032 of
Discarded=0.03 cfs 0.006 of Primary=0.37 cfs 0.027 of Secondary=0.00 cfs 0.000 of Outflow=0.40 cfs 0.032 of

H:\PROJECTS\2012\12063 DOLLAR GENERAL\12063 CALCS\
12063.NCDENR.2-5-12 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 2/5/2013
Pond 1P: INFIL AREA
Inflow Area = 1.056 ac, Inflow Depth = 5.25" for 10 YR-NHC event
Inflow =
6.55 cfs @
12.07 hrs,
Volume=
0.462 of
Outflow =
0.69 cfs @
12.78 hrs,
Volume=
0.399 af, Atten= 89%, Lag= 42.7 min
Discarded =
0.28 cfs @
12.78 hrs,
Volume=
0.366 of
Secondary =
0.41 cfs @
12.78 hrs,
Volume=
0.032 of
Routing by Sim -Route method, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs
Peak Elev= 32.64' @ 12.78 hrs Surf.Area= 8,044 sf Storage= 9,460 cf
Plug -Flow detention time= (not calculated: outflow precedes inflow)
Center -of -Mass det. time= 161.5 min ( 955.7 - 794.2 )
Volume
Invert Avail.Storage Storage
Description
#1
31.25'
17,013 cf INFIL
BASIN (Prismatic) Listed below (Recalc)
Elevation
Surf.Area
Inc.Store
Cum.Store
(feet)
(sq-ft)
(cubic -feet)
(cubic -feet)
31.25
5,629
0
0
32.29
7,387
6,768
6,768
32.30
7,491
74
6,843
33.50
9,460
10,171
17,013
Device Routino Invert Outlet Devices
#1 Discarded 0.00' 1.500 in/hr Exfiltration over Surface area
#2 Secondary 32.61' 40.0' long x 5.0' breadth Overflow Spillway
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50
3.00 3.50 4.00 4.50 5.00 5.50
Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65
2.67 2.66 2.68 2.70 2.74 2.79 2.88
piscarded OutFlow Max=0.28 cfs @ 12.78 hrs HW=32.64' (Free Discharge)
t1=Exfiltration (Exfiltration Controls 0.28 cfs)
,Secondary OutFlow Max=0.41 cfs @ 12.78 hrs HW=32.64' TW=31.51' (Dynamic Tailwater)
2=Overflow Spillway (Weir Controls 0.41 cfs @ 0.4 fps)

H:\PROJECTS\2012\12063 DOLLAR GENERAL\12063 CALM
12063.NCDENR.2-5-12 Type /// 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 2/5/2013
Pond 1 P: INFIL AREA
Hydrograph
U.
I
In Area=1.056'ac
Peak Elev=32.64'
' S,torage=9460: cf
i
1 I
I
I
I I
Time (hours)
— Inflow
— Outflow
Discarded
— Secondary

H:\PROJECTS\2012\12063 DOLLAR GENERAL\12063 CALCS\
12063.NCDENR.2-5-12 Type 111 24-hr 10 YR-NHC Rainfall=7.00"
Prepared by Norris & Tunstall Consulting Engineers
Hydrograph for Pond 1 P: INFIL AREA
Time
Inflow
Storage
Elevation
Outflow
Discarded
Secondary
(hours)
(cfs)
(cubic -feet)
(feet)
(cfs)
(cfs)
(cfs)
0.00
0.00
0
31.25
0.00
0.00
0.00
0.50
0.00
0
31.25
0.00
0.00
0.00
1.00
0.00
0
31.25
0.00
0.00
0.00
1.50
0.00
0
31.25
0.00
0.00
0.00
2.00
0.00
0
31.25
0.00
0.00
0.00
2.50
0.00
0
31.25
0.00
0.00
0.00
3.00
0.00
0
31.25
0.00
0.00
0.00
3.50
0.00
0
31.25
0.00
0.00
0.00
4.00
0.00
0
31.25
0.00
0.00
0.00
4.50
0.00
0
31.25
0.00
0.00
0.00
5.00
0.00
0
31.25
0.00
0.00
0.00
5.50
0.01
0
31.25
0.00
0.00
0.00
6.00
0.02
0
31.25
0.00
0.00
0.00
6.50
0.03
0
31.25
0.00
0.00
0.00
7.00
0.04
0
31.25
0.00
0.00
0.00
7.50
0.05
0
31.25
0.00
0.00
0.00
8.00
0.07
0
31.25
0.00
0.00
0.00
8.50
0.09
0
31.25
0.00
0.00
0.00
9.00
0.13
2
31.25
0.20
0.20
0.00
9.50
0.16
0
31.25
0.00
0.00
0.00
10.00
0.21
9
31.25
0.20
0.20
0.00
10.50
0.28
86
31.27
0.20
0.20
0.00
11.00
0.36
302
31.30
0.20
0.20
0.00
11.50
0.61
788
31.39
0.20
0.20
0.00
12.00
4.31
3,400
31.81
0.23
0.23
0.00
12.50
1.28
9,111
32.59
0.28
0.28
0.00
13.00
0.55
-9,431-32.63_
0.61
0.28
0.33
13.50
0.44
9,368
32.63
0.46
0.28
0.18
14.00
0.36
9,328
32.62
0.38
0.28
0.10
14.50
0.31
9,294
32.62
0.32
0.28
0.05
15,00
0.27
9,264
32.61
0.29
0.28
0.01
15.50
0.23
9,209
32.61
0.28
0.28
0.00
16.00
0.19
9,089
32.59
0.28
0.28
0.00
16.50
0.17
8,912
32.57
0.28
0.28
0.00
17.00
0.15
8,706
32.54
0.27
0.27
0.00
17.50
0.13
8,471
32.51
0.27
0.27
0.00
18.00
0.12
8,208
32.48
0.27
0.27
0.00
18.50
0.11
7,924
32.44
0.27
0.27
0.00
19.00
0.10
7,635
32.40
0.27
0.27
0.00
19.50
0.10
7,340
32.37
0.26
0.26
0.00
20.00
0.09
7,039
32.33
0.26
0.26
0.00
20.50
0.09
6,735
32.29
0.26
0.26
0.00
21.00
0.09
6,433
32.24
0.25
0.25
0.00
21.50
0.08
6,128
32.20
0.25
0.25
0.00
22.00
0.08
5,820
32.16
0.25
0.25
0.00
22.50
0.07
5,510
32.12
0.25
0.25
0.00
23.00
0.07
5,197
32.07
0.24
0.24
0.00
23.50
0.07
4,881
32.03
0.24
0.24
0.00
24.00
0.06
4,564
31.98
0.24
0.24
0.00
24.50
0.00
4,156
31.92
0.23
0.23
0.00
25.00
0.00
3,736
31.86
0.23
0.23
0.00

HAPROJECTS\2012\12063 DOLLAR GENERAL\12063 CALCS\
12063.NCDENR.2-5-12 Type 111 24-hr 10 YR-NHC Rainfall=7.00"
Prepared by Norris & Tunstall Consulting Engineers
Stage -Area -Storage for Pond 1P: INFIL AREA
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
31.25
5,629
0
31.30
5,714
284
31.35
5,798
571
31.40
5,883
863
31.45
5,967
1,160
31.50
6,052
1,460
31.55
6,136
1,765
31.60
6,221
2,074
31.65
6,305
2,387
31.70
6,390
2,704
31.75
6,474
3,026
31.80
6,559
3,352
31.85
6,643
3,682
31.90
6,728
4,016
31.95
6,812
4,354
32.00
6,897
4,697
32.05
6,981
5,044
32.10
7,066
5,395
32.15
7,150
5,751
32.20
7,235
6,110
32.25
7,319
6,474
32.30
7,491
6,843
32.35
7,573
7,219
32.40
7,655
7,600
32.45
7,737
7,985
32.50
7,819
8,374
32.55
7,901
8.767
32.60
70983
9,164
32.65
8,065
9,565
32.70
8,147
9,970
32.75
8,229
10,380
32.80
8,311
10,793
32.85
8,393
11,211
32.90
8,476
11,633
32.95
8,558
12,058
33.00
8,640
12,488
33.05
8,722
12,922
33.10
8,804
13,361
33.15
8,886
13,803
33.20
8,968
14,249
33.25
9,050
14,700
33.30
9,132
15,154
33.35
9,214
15,613
33.40
9,296
16,076
33.45
9,378
16,542
33.50
9,460
17,013

H:\PROJECTS\2012\12063 DOLLAR GENERAL\12063 CALCS\
12063.NCDENR.2-5-12 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 2/5/2013
Pond 2P: PRE/POST
Inflow Area = 1.056 ac, Inflow Depth = 0.37" for 10 YR-NHC event
Inflow = 0.41 cfs @ 12.78 hrs, Volume= 0.032 of
Outflow = 0.40 cfs @ 12.86 hrs, Volume= 0.032 af, Atten= 3%, Lag= 4.5 min
Discarded = 0.03 cfs @ 12.86 hrs, Volume= 0.006 of
Primary = 0.37 cfs @ 12.86 hrs, Volume= 0.027 of
Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of
Routing by Sim -Route method, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs
Peak Elev= 31.55' @ 12.86 hrs Surf.Area= 437 sf Storage= 113 cf
Plug -Flow detention time= (not calculated: outflow precedes inflow)
Center -of -Mass det. time= 6.2 min ( 804.0 - 797.8 )
Volume Invert Avail.Storage Storage Description
#1 31.25' 1,823 cf PRE/POST BASIN (Prismatic) Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic -feet) (cubic -feet)
31.25 314 0 0
32.29 738 547 547
32.30 842 8 555
33.50 1,271 1,268 1,823
Device Routing Invert Outlet Devices
#1 Discarded 0.00' 3.000 inlhr Exfiltration over Surface area
#2 Primary 31.25' 15.0" x 25.0' long Culvert RCP, mitered to conform to fill, Ke= 0.700
Outlet Invert= 31.00' S= 0.0100 T Cc= 0.900
n= 0.013 Concrete pipe, bends & connections
#3 Secondary 32.40' 20.0' long x 5.0' breadth Emergency Spillway
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50
3.00 3.50 4.00 4.50 5.00 5.50
Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65
2.67 2.66 2.68 2.70 2.74 2.79 2.88
Discarded OutFlow, Max=0.03 cfs @ 12.86 hrs HW=31.55' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.03 cfs)
Primary OutFlow Max=0.37 cfs @ 12.86 hrs HW=31.55' (Free Discharge)
t2=Culvert (Barrel Controls 0.37 cfs @ 2.5 fps)
Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=31.25' (Free Discharge)
3=Emergency Spillway ( Controls 0.00 cfs)

H:\PROJECTS\2012\12063 DOLLAR GENERAL\12063 CALM
12063.NCDENR.2-5-12 Type /// 24-hr 10 YR-NHC Rainfall=7.00"
Prepared by Norris & Tunstall Consulting Engineers
HydroCADO 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 2/5/2013
• • � • A7��Ili��1
Hydrograph
0.46.-�..
0.44
11
.. .. _ _,. ,._ ...
-'
I 1
... _ , ...
n41 �r�.. �_
__ .
_,. .., ,. -
Inflow
0.42
i',C
- 0.40
-
— Outflow
D.Q
_cfs_
c c!s
linflow a 0.37
Discarded
— Primary
0.38 -
-Area=1'.056
1
� Secondary
0.36 -0.34
Peak-Elev-31...
.;
34
32
0.3 -
Storage=113-cf
0.26--
-_
--
N 0.26
0.2Q
1
1
0 0.22
LL 0.2 .
I. - ... ...
-
1 -
0.18
-
1
1
1
0,14
-1..
0.12 _.I.
0.1
1 i
0.08 --
1
1
i
1
0.06_ __
0.04 -
1,
1 0.
3 cfs
.
0.00 cfs
0
0
1 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)

H:\PROJECTS\2012\12063 DOLLAR GENERAL\12063 CALM
12063.NCDENR.2-5-12 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 2/5/2013
Hydrograph for Pond 2P: PRE/POST
Time Inflow Storage Elevation Outflow Discarded
0.00
0.00
0
31.25
0.00
0.00
0.00
0.00
0.50
0.00
0
31.25
0.00
0.00
0.00
0.00
1.00
0.00
0
31.25
0.00
0.00
0.00
0.00
1.50
0.00
0
31.25
0.00
0.00
0.00
0.00
2.00
0.00
0
31.25
0.00
0.00
0.00
0.00
2.50
0.00
0
31.25
0.00
0.00
0.00
0.00
3.00
0.00
0
31.25
0.00
0.00
0.00
0.00
3.50
0.00
0
31.25
0.00
0.00
0.00
0.00
4.00
0.00
0
31.25
0.00
0.00
0.00
0.00
4.50
0.00
0
31.25
0.00
0.00
0.00
0.00
5.00
0.00
0
31.25
0.00
0.00
0.00
0.00
5.50
0.00
0
31.25
0.00
0.00
0.00
0.00
6.00
0.00
0
31.25
0.00
0.00
0.00
0.00
6.50
0.00
0
31.25
0.00
0.00
0.00
0.00
7.00
0.00
0
31.25
0.00
0.00
0.00
0.00
7.50
0.00
0
31.25
0.00
0.00
0.00
0.00
8.00
0.00
0
31.25
0.00
0.00
0.00
0.00
8.50
0.00
0
31.25
0.00
0.00
0.00
0.00
9.00
0.00
0
31.25
0.00
0.00
0.00
0.00
9.50
0.00
0
31.25
0.00
0.00
0.00
0.00
10.00
0.00
0
31.25
0.00
0.00
0.00
0.00
10.50
0.00
0
31.25
0.00
0.00
0.00
0.00
11.00
0.00
0
31.25
0.00
0.00
0.00
0.00
11.50
0.00
0
31.25
0.00
0.00
0.00
0.00
12.00
0.00
0
31.25
0.00
0.00
0.00
0.00
12.50
0.00
0
31.25
0.00
0.00
0.00
0.00
13.00
0.33
105
31.53
0.36
0.03
0.33
0.00
13.50
0.18
69
31.45
0.19
0.03
0.16
0.00
14.00
0.10
49
31.39
0.11
0.03
0.09
0.00
14.50
0.05
29
31.34
0.06
0.02
0.03
0.00
15.00
0.01
9
31.28
0.03
0.02
0.00
0.00
15.50
0.00
0
31.25
0.00
0.00
0.00
0.00
16.00
0.00
0
31.25
0.00
0.00
0.00
0.00
16.50
0.00
0
31.25
0.00
0.00
0.00
0.00
17.00
0.00
0
31.25
0.00
0.00
0.00
0.00
17.50
0.00
0
31.25
0.00
0.00
0.00
0.00
18.00
0.00
0
31.25
0.00
0.00
0.00
0.00
18.50
0.00
0
31.25
0.00
0.00
0.00
0.00
19.00
0.00
0
31.25
0.00
0.00
0.00
0.00
19.50
0.00
0
31.25
0.00
0.00
0.00
0.00
20.00
0.00
0
31.25
0.00
0.00
0.00
0.00
20.50
0.00
0
31.25
0.00
0.00
0.00
0.00
21.00
0.00
0
31.25
0.00
0.00
0.00
0.00
21.50
0.00
0
31.25
0.00
0.00
0.00
0.00
22.00
0.00
0
31.25
0.00
0.00
0.00
0.00
22.50
0.00
0
31.25
0.00
0.00
0.00
0.00
23.00
0.00
0
31.25
0.00
0.00
0.00
0.00
23.50
0.00
0
31.25
0.00
0.00
0.00
0.00
24.00
0.00
0
31.25
0.00
0.00
0.00
0.00
24.50
0.00
0
31.25
0.00
0.00
0.00
0.00
25.00
0.00
0
31.25
0.00
0.00
0.00
0.00

H:\PROJECTS12012\12063 DOLLAR GENERAL\12063 CALM
12063.NCDENR.2-5-12 Type /// 24-hr 10 YR-NHC Rainfall=7.00"
Prepared by Norris & Tunstall Consulting Engineers
Stage -Area -Storage for Pond 2P: PRE/POST
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
31.25
314
0
31.30
334
16
31.35
355
33
31.40
375
52
31.45
396
71
31.50
416
91
31.55
436
113
31.60
457
135
31.65
477
158
31.70
497
183
31.75
518
208
31.80
538
234
31.85
559
262
31.90
579
290
31.95
599
320
32.00
620
350
32.05
640
382
32.10
661
414
32.15
681
448
32.20
701
482
32.25
722
518
32.30
842
555
32.35
860
597
32.40
878
641
32.45
896
685
32.50
914
730
32.55
931
777
32.60
949__,__�_824
32.65
967
872
32.70
985
920
32.75
1,003
970
32.80
1,021
1,021
32.85
1,039
1,072
32.90
1,057
1,124
32.95
1,074
1,178
33.00
1,092
1,232
33.05
1,110
1,287
33.10
1,128
1,343
33.15
1,146
1,400
33.20
1,164
1,458
33.25
1,182
1,516
33.30
1,199
1,576
33.35
1,217
1,636
33.40
1,235
1,697
33.45
1,253
1,760
33.50
1,271
1,823

Pusey, Steven
From: Pusey, Steven
Sent: Friday, February 01, 2013 3:12 PM
To: 'Jody Bland'
Subject: RE: Dollar General - long Ridge Drive
It looks like the resulting flow rate out of the pipe for the 10-year storm is non -erosive. However, one of the major
design elements in the BM manual for infiltration devices is that volume in excess of the treatment volume, as
determined by the design storm, shall be evenly distributed across a minimum 30' or 50' vegetated filter strip. Also see
Sec. 16.3.9 in the BMP manual for exceptions, if you are providing extra storage volume. Call me to discuss if you have
any questions.
Thanks,
Steve i
r) .'26 A k5S,, .Jrf
From: Jody Bland [mailto:[e-mail]]
Sent: Friday, February 01, 2013 10:04 AM
To: Pusey, Steven
Subject: RE: Dollar General - Long Ridge Drive
7011 = 9 z3S :f
— 33 " e/e ✓.
Yes, I think that was an update/ revision we had to do for New Hanover County storm water during their review for 25yr-
24hr & 100yr-24hr conveyance. I will send you updated plans if everything looks acceptable. Please advise
Also, Nancy is working on tweaking/ updating the application as you requested as well.
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 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
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If you have received this message in error, please notify the sender immediately either by phone [phone]) or reply
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From: Pusey, Steven[mailto:steven.ousev(a)ncdenr.govl
Sent: Friday, February 01, 2013 9:52 AM
To: Jody Bland
Subject: RE: Dollar General - Long Ridge Drive
Jody,
Your plans show a 15" pipe and your hydrograph is a 24" pipe exiting from the pre/post basin. Do you need to change
the plans to show a 24" pipe?
Steve
From: Jody Bland[mailto:ibland(a)ntengineers.coml
Sent: Friday, February 01, 2013 9:38 AM
To: Pusey, Steven
Cc: [e-mail]
Subject: RE: Dollar General - Long Ridge Drive
Steve;
Attached is the summary & hydrograph for the discharge out of the pre/post basin for the 10yr-24hr storm. The 1.57cfs
discharge from the pre/post basin is what I was referring to in my response letter when I mentioned that this discharge
would be contained onsite in the remaining preexisting low lying area. Eventually, discharge from larger storms will build
up and finally discharge into the NCDOT drainage ditch/pipe.
Thanks,
Jody Bland, E.I.
Norris & Tunstall Consulting Engineers, P.C.
Brunswick Office - 910-287-5900
Wilmington Office - 9io-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: Pusey, Steven[mailto:steven.ousev@)ncdenr.govl
Sent: Thursday, January 31, 2013 12:11 PM
To: Jody Bland
Cc: onorris(a)ntengineers.com; 'John Tunstall'
Subject: RE: Dollar General - Long Ridge Drive

:.i lit r c n Dr1q; CCU , q 'it 3 14wds , V
AV 440 sow!
•. a t rF ., 'I , .
��•71
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Ln

OK. Thanks!
From: Jody Bland[mailto:jbland(a)ntenaineers.coml
Sent: Thursday, January 31, 2013 12:07 PM
To: Pusey, Steven
Cc: pnorris(a)ntengineers.com;'John Tunstall'
Subject: RE: Dollar General - Long Ridge Drive
Sorry Steve,
I have been pushing on a deadline on a project and honestly forgot to respond to your request. I will be back in the
Brunswick County office tomorrow and will send you a response ASAP tomorrow morning.
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 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: Pusey, Steven [mailto•steven pusev(&ncdenr CI
Sent: Thursday, January 31, 201311:52 AM
To: Jody Bland (iblandAntengineers.com); John Tunstall
Subject: Dollar General - Long Ridge Drive
Importance: High
I requested information in an email on January 15 to Jody Bland for subject permit, and have not received a response
yet. Can you please advise the status?
If you need more information, please call or email.
Thanks,
crfr . 47. PUAC
Environmental Engineer

I;L

NCDENR - Div. of Water Quality
Surface Water Protection
Ph (9110) 796-7334 / Fax [phone]
AL
Before printing this email, please consider your budget and the environment.
Email 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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WPROJECTS\2012\12063 DOLLAR GENERAL\12063 CALCS\
12063 Pre-Post.Alt.10-3-12 Type /l/ 24-hr 10 YR-NHC Rainfall=7.00"
Prepared by Norris & Tunstall Consulting Engineers
Pond 2P: PREMOST
Inflow Area = 1.056 ac, Inflow Depth = 1.11" for 10 YR-NHC event
Inflow = 1.61 cfs @ 12.35 hrs, Volume= 0.098 of
Outflow = 1.60 cfs @ 12.38 hrs, Volume= 0.098 af, Atten= 0%, Lag= 1.7 min
Discarded = 0.04 cfs @ 12.38 hrs, Volume= 0.005 of
Primary = 1.57 cis @ 12.38 hrs, Volume= 0.093 of
Secondary = 0.00 cfs @ 0.00 hrs, Volume= OA00 of
Routing by Sim -Route method, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs
Peak Elev= 31.80' @ 12.38 hrs Surf.Area= 538 sf Storage= 235 cf
Plug -Flow detention time= 3.1 min calculated for 0.098 of (100% of inflow)
Center -of -Mass det. time= 3.1 min ( 769.0 - 755.9 )
Volume Invert Avail.Storage Storage Description
#1 31.25' 1,823 cf PRE/POST BASIN (Prismatic) Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic -feet) (cubic -feet)
31.25 314 0 0
32.29 738 547 547
32.30 842 8 555
33.50 1,271 1,268 1,823
Device Routing Invert Outlet Devices
#1 Discarded 0.00' 3.000 Inlhr Exfiltration over Surface area
#2 Primary 31.25' 24.0" x 200.0' long Culvert RCP, mitered to conform to fill, Ke= 0.700
Outlet Invert=15.00' S= 0.0813 'P Cc= 0.900
n= 0.013 Concrete pipe, bends & connections
#3 Secondary 32.40' 20.0' long x 5.0' breadth Emergency Spillway
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50
3.00 3.50 4.00 4.50 5.00 5.50
Cost. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65
2.67 2.66 2.68 2.70 2.74 2.79 2.88
Discarded OutFlow Max=0.04 cfs @ 12.38 hrs HW=31.80' (Free Discharge)
1=Exflltration (Exfiltration Controls 0.04 c(s)
Primary OutFlow Max=1.57 cfs @ 12.38 hrs HW=31.80' (Free Discharge)
2=Culvert (Inlet Controls 1.57 cfs @ 2.2 fps)
MSecondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=31.25' (Free Discharge)
3=Emergency Spillway ( Controls 0.00 cfs)

r

H:\PROJECTS\2012\12063 DOLLAR GENERAL\12063 CALM
12063 Pre-Post.Alt.10-3-12 Type 11124-hr 10 YR-NHC Rainfall=7.00"
Prepared by Norris & Tunstall Consulting Engineers
Pond 2P: PRE/POST
HOrograph
lnnm
— Dumm
nflow Area=1.056 ac
— Discarded
=Sew dary
Tc;R
'
Peak Elev=31.80'
Storage=235 cf
0 1 2 3 4 5 B 7 8 9 10 11 12 13 14 15 18 17 18 19 20 21
Time (hours)

Pusey, Steven
From: Pusey, Steven
Sent: Thursday, January 31, 2013 11:52 AM
To: Jody Bland [e-mail]); John Tunstall
Subject: Dollar General - Long Ridge Drive
Importance: High
I requested information in an email on January 15 to Jody Bland for subject permit, and have not received a response
yet. Can you please advise the status?
If you need more information, please call or email.
Thanks,
cS CMIMM. Ci. Pndcg.
Environmental Engineer
NCDENR - Div. of Water Quality
Surface Water Protection
Ph [phone] / Fax [phone]
0 Before printing this email, please consider your budget and the environment.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.

Uo !l L
, jlj',,:l
'20

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2012-01630 County: New Hanover U.S.G.S. Quad: Castle Hayne
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Applicant: Par 5 Development, LLC
Attn: Brian Clodfelter
Address: 2860-8 NC 5 Hwv
Aberdeen, NC 28315
[phone]
A2ent: Land management Group, Inc.
Attn: Kim Williams
Address: 3805 Wrightsville Ave., Suite 5
Wilmington, NC 28403
[phone]
Size and location of property (water body, road name/number, town, etc.): Property is approximately 1.6 acres located on
the corner of N. College Ave and Loup Ridge Road and includes a 1,700 If sewerline easement along Long Ridge Road to its
terminus where it crosses the UT to Smith creek. Latitude: 34.293296 Longitude:-77.872105
Description of projects area and activity: This permit authorizes permanent impacts to 0.47 acres of wooded wetlands for the
construction of a 130' x 70' Dollar General store with driveway, 30-space parking area and slormwaler pond and 0.012 acres
of tempmrary impacts to install a sewer line extension. PLEASE SEE SPECIAL CONDITIONS ON THE
FOLLOWING PAGE.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Perrot Number: 39
SEE ATTACHED NATIONWIDE AND SPECIAL CONDITIONS.
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated 1/10/2013. Any violation of the attached conditions
or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order and/or
appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management .
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Euv u hes at (910) 351-46,35,
Corps Regulatory Official (��.�y��- Date: January 22, 2013
Fxpiration Date of Verification:
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the attached customer Satisfaction Survey or visit http://pert.nwp.usace.annv.mil/survey.htmi to complete the survey
online.

Special conditions: 3
SAW-2012-01630
Dollar General Store
1) In order to compensate for impacts associated with this permit, mitigation shall be provided in
accordance with the provisions outlined on the most recent version of the attached Compensatory Mitigation
Responsibility "transfer Form. The requirements of this form, including any special conditions listed on this
form, are hereby incorporated as special conditions of this permit authorization.
Corps Regulatory Official: Date: aCi

NATIONWIDE PERMIT 39
DEPARTMENT OF THE ARMY
CORPS OF ENGINEERS
FINAL NOTICE OF ISSUANCE AND MODIFICATION OF NATIONWIDE PERMITS
FEDERAL REGISTER
AUTHORIZED MARCH 19, 2012
Commercial and Institutional Developments. Discharges of dredged or fill material
into non -tidal waters of the United States for the construction or expansion of commercial and
institutional building foundations and building pads and attendant features that are necessary for
the use and maintenance of the structures. Attendant features may include, but are not limited to,
roads, parking lots, garages,'yards, utility lines, storm water management facilities, and
recreation facilities such as playgrounds and playing fields. Examples of commercial
developments include retail stores, industrial facilities, restaurants, business parks, and shopping
centers. Examples of institutional developments include schools, fire stations, government office
buildings, judicial buildings, public works buildings, libraries, hospitals, and places of worship.
The construction of new golf courses and new ski areas is not authorized by this NWP.
The discharge must not cause the loss of greater than 1/2-acre of non -tidal waters of the
United States, including the loss of no more than 300 linear feet of stream bed, unless for
intermittent and ephemeral stream beds the district engineer waives the 300 linear foot limit by
making a written determination concluding that the discharge will result in minimal adverse
effects. This NWP does not authorize discharges into non -tidal wetlands adjacent to tidal waters.
Notification: The permittee must submit a pre -construction notification to the district
engineer prior to commencing the activity. (See general condition 31.) (Sections 10 and 404)
Note: For any activity that involves the construction of a wind energy generating
structure, solar tower, or overhead transmission line, a copy of the PCN and NWP verification
will be provided to the Department of Defense Siting Clearinghouse, which will evaluate
potential effects on military activities.

NATIONWIDE PERMIT CONDITIONS
The following General Conditions must be followed in order for any authorization by a N WP to
be valid:
1. Navigation. (a) No activity may cause more than a minimal adverse effect on
navigation.
(b) Any safety lights and signals prescribed by the U.S. Coast Guard, through regulations
or otherwise, must be installed and maintained at the permittee's expense on authorized facilities
in navigable waters of the United States.
(c) The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
if, in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or
alter the structural work or obstructions caused thereby, without expense to the United States. No
claim shall be made against the United States on account of any such removal or alteration.
2. Aquatic Life Movements. No activity may substantially disrupt the necessary life cycle
movements of those species of aquatic life indigenous to the waterbody, including those species
that normally migrate through the area, unless the activity's primary purpose is to impound
water. All permanent and temporary crossings of waterbodies shall be suitably culverted,
bridged, or otherwise designed and constructed to maintain low flows to sustain the movement of
those aquatic species.
3. Soawning Areas. Activities in spawning areas during spawning seasons must be
avoided to the maximum extent practicable. Activities that result in the physical destruction (e.g.,
through excavation, fill, or downstream smothering by substantial turbidity) of an important
spawning area are not authorized.
4. Migratory Bird Breeding Areas. Activities in waters of the United States that serve as
breeding areas for migratory birds must be avoided to the maximum extent practicable.
5. Shellfish Beds. No activity may occur in areas of concentrated shellfish populations,
unless the activity is directly related to a shellfish harvesting activity authorized by NWPs 4 and
48, or is a shellfish seeding or habitat restoration activity authorized by NWP 27. -
6. Suitable Material. No activity may use unsuitable material (e.g., trash, debris, car
bodies, asphalt, etc.). Material used for construction or discharged must be free from toxic
pollutants in toxic amounts (see Section 307 of the Clean Water Act).
7. Water Supper Intakes. No activity may occur in the proximity of a public water supply
intake, except where the activity is for the repair or improvement of public water supply intake
structures or adjacent bank stabilization.

U.S. ARMY CORPS OF ENGINEERS
Wilmington Dlstrict
Compensatory Mitigation Responsibility Transfer Form
Action ID: SAW-2012-01630 Permittee: Par 5 Development, LLC
,Project Name: 93 Long Ridge Road Dollar General
County: New Hanover
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Bank or In -Lieu Fee (ILF)
Sponsor, who will sign the form to verify the transfer of the mitigation credits. Once the Sponsor has signed this form, it is
the Permittee's responsibility to ensure that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on
page two is in receipt of a signed copy of this form before conducting authorized impacts, unless otherwise specified below.
If more than one mitigation Sponsor will be used to provide mitigation associated with a single permit action, separate
forms shall be provided to each mitigation Sponsor.
Instructions to Sponsor: The Sponsor should verify that the mitigation requirements shown below are available and ensure
that they have received payment before signing this form. By signing below, the Sponsor is accepting responsibility for the
identified mitigation. Once the form is signed, the Sponsor must update the appropriate ledger and provide a copy of the
signed form to the Permittee and to the USACE Bank/ILF Manager. The Sponsor must also comply with all reporting
requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements: .
Permitted Impacts Requiring Mitigation' 8-digit HUC and Basin:03030007, Cape Fear River Basin
Stream Impacts (linear feet) I
Wetland Impacts
(acres)
Warm
Cool
Cold
Riparian
Riparian
Non -Riparian
Coastal
Riverine
Non-riverine
0.47
'If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: B-digit HUC and Basin:03030007. Caoe Fear River Basin
Stream (credits)
Wetland (credits)
Warm
Cool
Cold
Riparian
Riparian
Non -Riparian
Coastal
Rive rine
Non-riverine
0.47
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Bank/ILF Sponsor shown below, and certify that the Sponsor agrees to accept full
responsibility for providing the mitigation identified in this document (see table above), associated with the USACE
Permittee and Action ID number shown. I also verify that released credits (or advance credits for ILF programs), as
approved by the USACE, are currently available at the bank/ILF site identified below. Further, I understand that if the
Sponsor fails to provide the required compensatory mitigation, the USACE Wilmington District Engineer may pursue
measures against the Sponsor to ensure compliance.
Mitigation Bank/ILF Sponsor:,
Mitigation Site
(List the bank site to be debited, or indicate "Advance Credits' for ILF use of advance credits)
Name of Sponsor's Authorized
Signature of Sponsor's Authorized Representative
Date of Signature
Page 1 of 2 Form Updated 14 August, 2012

USACE Wilmington District
Compensatory Mitigation Responsibility Transfer Form, Page 2
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only
after the U5ACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has
accepted responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by
the North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon
permit issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of
permit issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming
that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Bank/ILF Sponsor, and in the USACE
administrative records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to provide a
signed copy of this form to the USACE Project Manager at the address below.
• If changes are proposed to the type, amount or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case -by -case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District
guidance and a new version of this form must be completed and Included in the USACE administrative records for both
the permit and the Bank/ILF Instrument.
Comments/Additional Conditions:
This form is not valid unless signed by the mitigation Sponsor and USACE Project Manager. For questions regarding this
form or,any of the conditions of the permit authorization, contact the Project Manager at the address below.
USACE Project Manager: Emily Hughes
USACE Field Office: Wilmington Regulatory Field Office
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
Email: [e-mail]
HUGHES.EMILY.BU RTON. p„rUS'g,U.B �onnment,HES ,la-D.D. ..-PR ov UPS&
cr,HUGH EZEMILY.BUMNI2BBW3W
1289073660 mte:2m3.m.22 i3�saG-osno January 22, 2013
USACE Project Manager Signature Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mil. -
Page 2 of 2
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the
Customer Satisfaction Survey located at our welosite at hLio://regulatory.usacesurvey.com/ to complete the survey online.

I ' — '
s9 .Lft�s .�-
3 09
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RECEIVED
JAN 10 2M
a
Impact WI: 0.47 acre
�Ir
J AI
AA
LEGEND
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1
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(300 PVFHIL ft/111
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Figure 6. Site plan of Dollar General store
Its
SCAL.E:Y=70'
--

ss�
Q z 0
C
PLAN
99
I , ,
ayay
jig
v
36--
32
Ell
24
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olY
liew and cross section of
20
L�stallation
across RPW
V iCAt
0 A= 0 .40%
SCH. 40 PVC
16 20 if a- Ik'
j_ 8' S j4O.PVC
13
._PROFILE.-0
ug
4F
1w,
.......
I

Pusey, Steven
From:
Pusey, Steven
Sent:
Tuesday, January 15, 201310:22 AM
To:
Jody Bland [e-mail])
Cc:
'John Tunstall'
Subject:
SW8 121119 Dollar General
Jody,
I reviewed your comments on the subject project and we require the following items be completed before further
review.
Item 3. 1 understand that the property is under contract but what if it doesn't close for some reason? Just in
case that happens, we need to have the property owner's information on the application. Please
follow the instructions on the application, page 2, and in my previous request.
Item 6. Please provide the hydroCad data for the 10-year storm. Will there be any discharge from the pre/post
basin in that case?
Please respond by January 29, 2013.
Thanks,
Steve
cFta� Q. _Pu
Environmental Engineer
NCDENR - Div. of Water Quality
Surface Water Protection
Ph [phone] / Fax [phone]
Before printing this email, please consider your budget and the environment
E-mail correspondence to and from this address maybe subject to the North Carolina Public Records Law and maybe disclosed to third parties.

TfJi
11
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P,' uu—)bjcc.,

1)27 Floral Parkway
Suite 400
Wilmington, NC 28403
[phone]
[phone] Fax
John S. Tunstall, RE
January 3, 2013
Norris & Tunstall
Consulting Engineers, P.C.
Mr. Steve Pusey
NC DENR / Division of Water Quality
Surface Water Protection
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Stormwater Project No. SW8 121119
Dollar General — Long Ridge Drive
NT Project No. 12063
Dear Mr. Pusey,
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, P.E.
ECEIVE
JAN072013
AV•
In response to your December 27, 2012 comment letter, we offer the following
response:
j 1. Currently, The Land Management Group is working on preparing the wetlands
✓ disturbance permitting. N&T is unaware if a project number has been assigned
at this time. A copy of the Jurisdictional Determination has been provided for
your use.
2. We do not understand the necessity of recorded drainage easements for this
project. It has been our experience that; a single parcel held by one owner
where the BMP only serves said parcel, that no easement would be needed
since there is no need for the owner to grant himself drainage easement on his
v property. Please advise.
The property is under contract and execution of the offer to purchase will
l�l commence once all permits have been obtained.
t/4. Drawdown calculations have been provided. The supplement has been updated
and is provided for your use.
✓ 5. The basin detail sheet has been updated with revised basin dimensions. The
L supplement has been updated and is provided for your use.
C6� The LVSNFS were not shown since the basin discharges to an upland area on
the property where it will sheet flow to the remaining wetland area. Based on the
existing conditions survey, the wetland area appears to be a sink hole with no
NCBELS License C-3641

Mr. Steve Pusey / NCDENR
Dollar General — Long Ridge Road
January 3, 2013
Page 2
outlet except in the case of extreme rainfall events where water could be
expected to build up and eventually discharge into the NCDOT drainage system
along NC 132 / North College Road. Normal operation is not an issue since NHC
stormwater requires pre/post mitigation which is accomplished in the smaller
secondary basin. No discharge is expected to occur offsite during the 1yr or 10yr
storm.
Please contact us if you have any additional questions or comments. Thank you for
your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
Joseph K. Bland, E.I.
JKB/neh
12063 01-03-13 s-sw resp @r
cc: Mr. Brian Clodfelter / Par 5 Development Group, LLC
=UEFOVg8
it
JAN 0 7 2013 1

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2012-01630 County: New Hanover U.S.G.S. Quad: Castle Havne
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Applicant: Norris & Tunstall Consulting Engineers
C/o: Phil Norris
Address: 1127 Floral Parkway, Suite 400
Wilmington, North Carolina 28403
Telephone No.:
Property description:
Size (acres) 1.6+ Nearest Town Wilmington
Nearest Waterway UT to Smith Creek River Basin Cape Fear
USGS HUC 03030005 Coordinates N 34.293296, W-77.872105
✓41
Location description The property is located at 93 Long Ridge Road east of N. College Ave and includes a 1 700linear
Indicate Which of the Following Apply:
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have this
property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a jurisdictional
determination must be verified by the Corps. This preliminary determination is not an appealable action under the Regulatory
Program Administrative Appeal Process (Reference 33 CFR Part 331).
B. Approved Determination
X
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our present
workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely delineation,
you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
wvu m uv. w OAumu uve years.
_ The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by
the Corps Regulatory Official identified below on . Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the permit
requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our, published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.

Action Id. SAW-2012-01630
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA).
You should contact the Division of Coastal Management in Wilmington, NC at [phone] to determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this determination
and/or the Corps regulatory program, please contact Emily Hughes at 910-251-4635.
C. Basis For Determination
D. Remarks
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)
This, correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attu: Emily Hughes, Project Manager,
Wilmington Regulatory Field Office
69 Darlington Ave.
Wilmington, North Carolina 28403-1398
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by 2/6/2013.
""It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this correspondence."
Corps Regulatory Official:
Date December 6, 2012 Expiration Date December 6, 2017
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the Customer Satisfaction Survey located at our website at http://repulatorv.usacesurvey.co to complete the survey
online.
Copy furnished:
Corey Novak, Land Management Group, Inc. 3805 Wrightsville Ave Suite 15 Wilmington NC 28403

>
E
,
r
Applicant: Phil Norris File Number: 2012-01630
Date. 12/6/2012
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
PROFFERED PERMIT (Standard Permit or Letter of permission) '
B
PERMIT DENIAL
C
X
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
sSECION followtng'identtfies your rights and options regaidtag an adtnuustrahve appeal ofthe above
f�The
be found ,
.r:: � � _ � , ormation may at, .� ," t � •�,! � i ; � � ;.
http //www usace army tml/GECW/Pages/reg_mafenals. aspx or,Corps regulations at 33 CFR Part 331 • .� ,y,
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accepthe permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that
the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer.
Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right
to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a)
modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify
the permit having determined that the permit should be issued as previously written. After evaluating your objections, the
district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP, and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept he permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions; and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this
form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the
date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process
by completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.

D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received
by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an
approved JD (which may be appealed), by contacting the Corps district for further'instruction. Also you may
provide new information for further consideration by the Corps to reevaluate the JD.
:SECTION II REQUEST FQR APPEAL'6r OBJECTIONS TO'AN INITIAL PROFFERED'PERMTI
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an
initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons
or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarifythe administrative record. Neither. the, appellant nor the Corps may add new information or analyses to the record. However,
you may provide additional information to clarify the location of information that is already in the administrative record.
POINT CONTACT FOR:QUESTIONS OR INFORMATION:';
If you have questions regarding this decision and/or the appeal
If you only have questions regarding the appeal process you may
process you may contact:
also contact:
Ms. Emily Hughes
Jason Steele
Regulatory Specialist
Administrative Appeals Review Officer
69 Darlington Avenue
60 Forsyth Street, SW (Room 9M10)
Wilmington, NC 28403-1343
Atlanta, GA 30.303-8801
910-2514635 " "
404-562-5137
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.

Date Design Norris & Tunstall Wilmington, NC
113 J4 Consulting Engineers, P.C. Brunswick County, NCOf
Check Job For Job No.
h4(-CeIwL
Nita& #J. cotleia4 en. Srt� WAI*A- I Z40LO30

MC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
December 27, 2012
Brian Clodlelter, Manager
Par 5 Development Group, LLC
2860-B NC Hwy 5
Aberdeen, NC 28315
Division of Water Quality
Charles Wakild, P. E.
Director
Subject: Request for Additional Information
Stormwater Project No. SW8 121119
Dollar General — Long Ridge Drive
New Hanover County
Dear Mr. Clodfelter:
Dee Freeman
Secretary
The Wilmington Regional Office received and accepted a State Stormwater
Management Permit Application for Dollar General — Long Ridge Drive on November
28, 2012. A preliminary in-depth review of that information has determined that the
application is not complete. The following information is needed to continue the
stormwater review:
If available, please advise the project number or permit number for the
permit to fill the wetlands shown on the plan. If this is 404 wetlands,
please submit a jurisdictional determination signed by the Corps of
Engineers, or at least a copy of the wetland survey plan submitted to the
Corps for signature.
2. All BMP's and swales must be located in a recorded drainage easement.
Please show the locations of all access/drainage easements on the plans,
to be recorded with the final plat.
3. The Deed states that the property owner is Anita Jo Meier. If this is
correct, she should be listed on the permit application in Section III, Item
2.a & b. Also please check the appropriate box in this same section, for
item 1.c. Please fill in and resubmit this page of the application. Also, the
property owner should submit a notarized signature under Section IX of
the application.
4. Calculations for drawdown appear to be based on a 1-yr, 24-hr storm.
Please show the calculation for a 1.5" design storm and revise number on
supplement.
Basin width is shown as 33' on plan sheet C6. Using 33 x 169 = 5,577 sf
bottom surface area which is slightly different than your HydroCad
calculations, probably due to rounding error. Please revise supplement to
show 33' basin width.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] DENR Assistance: 1-877-623-6748
Internet: �.ncxaterquality.org

Brian Clodfelter, Manager
December 27, 2012
Stormwater Application No. SW8 121119
In order to waive the bypass and vegetated filter strip, please provide
calculations that show that the system can infiltrate a 10-yr, 24-hr storm,
using''/z the infiltration rate, without discharging. Reference Section 16.3.9
of the BMP manual, item 4. There are also other options to store more
volume; see items 1 — 3 of this section in the BMP manual.
Please remember that a change to one number may have a domino effect on other
numbers. Please check all plans, calculations and forms to ensure that the numbers are
consistent throughout.
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received in this Office prior to January 25,
2013, or the application will be returned as incomplete. The return of a project will
necessitate resubmission of all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your
request for a time extension to the Division at the address and fax number at the bottom
of this letter. The request must indicate the date by which you expect to submit the
required information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone] or email me at [e-mail].
Sincerely,
1-4� /��
Steve G. Pusey
Environmental Engineer
GDS/sgp: S:IWQSIStormwaterlPermits & Projects120121121119 HD12012 12 addinfo 121119
cc: Phil Norris, PE — Norris & Tunstall Consulting Engineers, PC
Wilmington Regional Office Stormwater File
PnnP.9 of?

DIVISION OF WATER QUALITY
INFILTRATION SYSTEM INVESTIGATION
NT #12063
Complete and email this form to [e-mail]. If there are more than 7 areas to be tested,
attach a second sheet.
Scheduled Site Visit Date: �� Time: L�, , d D
Project Name: Dollar General —Long Ridge Drive County: New Hanover
Street Address: 93 Long Ridge Drive
Directions from the nearest intersection of two major roads: located at the
intersection of North College Road (NC 132) and Long Ridge Drive (SR 2160)
>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.0
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
y
h Max. lowest bottom elev.
Comments Sh
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
basinArench 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.

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MD
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NOMS & TUNSTALL
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GRADING 8 DRAINAGE PLAN
CONSULTING RNIGR-M
GENERAL
& LONG RIDGE DR.

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VICINITY MAP
N.T.S.

Johnson, Kelly
From: Johnson, Kelly
Sent: Friday, November 16, 2012 7:57 AM
To: 'Phil Norris'
Subject: Dollar General, Long Ridge Rd
Phil,
Has Vince Lewis been to the site? (He is out this morning or I would ask him directly.) I don't see his site visit report on
file?
KJ
*** My email has changed to [e-mail]
IG;I, W0hw50in.
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 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.

ompleteness Review Checklist
Project Name: cF bu 'Y rf tLtil Z(1nT� `1�nXE 1. i Received Date: isn(pV r*jt a
Project Location: Accepted Date: 20 rff(s\)
Rule(s) E]29KCoastal 1995 Coastal Phase II (WiRO) Universal �1988 Coastal
Type of Permit: R9or Mod or PR Existing Permit # (Mod or PR): �PE Cert on File?
Density:
.4 1 1(% OK?)
Type: Corhmercol or
Stream Class: C -�2uJ
Map
F'—lNCG:
to SW8
Paperwork Emailed Engineer on: J(p Kfrn r)2t % v (VFW &2\4,
03Lpplement(s) (1 original per BMP) BMP Type(s):
061M with correct/original signatures (1 original per BMP except LS/VFS and swoles)
application with correct/original signatures
Corp or LLC: Sqath. per SoS or letter Note to Reviewer:
�505 (within 6mo) ✓�(uQaF�'
oils Report with SHWT v
alculations (signed/sealed)
No obvious errors /
Density includes common areas, etc
:d Restrictions, if subdivided:
Siened & Notarized
Plans
191fSets
nGrading
Map
Legend
Details (roads, cul-de-sacs, curbs, sidewalks, BMPs,
Wetlands: Delineated or No Wetlands
Layout (proposed BUA dimensions)
[cy t)
etc)
MDA Maps Project Boundaries
Infiltration
Wet Pond
Offsite
oils Report
Soils Report
MPE Cert for Master Lot #:
HWT: ac��5
SHWT:
Deed Rest for Master Lot # Matches Master
ottom: ��
IV
�PP:
BUA Permitted (Master): sf
isited:
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
November 12, 2012
Norris & Tunstall
Consulting Engineers, P.C.
Ms. Jo Casmer
NC DENR / Division of Water Quality
Water Quality Section
127 Cardinal Drive E)derision
Wilmington, NC 28405-3845
Re: State Stormwater Permit Submittal
Dollar General — Long Ridge Drive
New Hanover County, NC
N&T Project No. 12063
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 Supplement form, the original Infiltration 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.
12063 11-12-12-s-swdtr
ff 'E
NOV 15 2012
A� _
Enclosures
cc: Brian Clodfelter / Rhetson Companies, Inc.
NCBEIS License C-3641

a
LIMITED LIABILITY COMPANY
ANNUAL REPORT
E-Filed Annual Report
-1-0-8908107
Do not data enter nonuollp.
NAME OF LIMITED LIAI3ILI'1'Y COMI'ANY: Par 5 Development Group, L.L.C. K f IA06;1
STATE OF INCORPORATION: ,VC
SECRE I'ARY OF STATI's L.L.C. ID NUMBER: 1043159
NATURE OF BUSINESS: land development
REGIS'I'FRED AGENT: Clodjelter, Brian R.
REGIS'I'FREI) OFFICE MAILING ADDRESS: 2860-B NC [Avy 5
Aberdeen. NC 28315
REGISTERED OFFICE STREET ADDRESS: 2860-B NC Hmv 5
Aberdeen, NC 28315 Moore County
PRINCIPAI, OFFICE M,EP140NE NUMBER: 9109440881
PRINCIPAL OFFICE MAILING ADDRESS: 2860-B NC Huy 5
Aberdeen, NC 28315
PRINCIPAL OFFICE STREET ADDRESS: 2860-B NC Huy 5
Aberdeen, NC 28315
MANAGE R S/MEMBERS/OR GA NIZI: R S:
Name: Brian R Cloc felter
Name: Rudy L Pittman
Title: khmager
Title: Manager
Address:
Address:
136 Barnes PI.
15 Oakmont Circle
II'est End. NC 2 73 76
Pinehurst. NC 28374
CERTIFICATION OF ANNUAL REPORTMUST BE COMPLETED BY ALI, LIMITED LIABILITY COMPANIES
Brim R Clodfelter
NORM MUST BIi SIGNED BY A MANAGERAIFNIB1!R
Brian R Clodflelter
'I'YVE OR PRINT NAME
04/15/2011
DATE
Manager
'TYPE OR PRIN'1"1'I'1'LE
ANNUAL REPORT FEE: $200 MAIL'PO: Secretary of State • Cnmm tams Disision • Post Office Box 29525 • Raleigl . NC 27626-0525

North Carolina Secretary of State
</
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 11 /12/2012
Click here to:
View Document Filings I File an Annual Report
J Print a Pre -populated Annual Report Fillable PDF Form I Amended A Previous Annual Report
Corporation Names
Name Name Type
NC PAR 5 DEVELOPMENT GROUP, LEGAL
L.L.C.
Limited Liability Company Information
SOSID:
1043159
Status:
Current -Active
Effective Date:
5/13/2008
Annual Report Due Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
12/31 /2058
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:
CLODFELTER, BRIAN R.
2860-B NC HWY 5
ABERDEEN NC 28315
2860-B NC HWY 5
ABERDEEN NC 28315
2860-B NC HWY 5
ABERDEEN NC 28315
2860-B NC HWY 5
ABERDEEN NC 28315
MANAGER
BRIAN R CLODFELTER
136 BARNES PT.
WEST END NC 27376
MANAGER
RUDY L PITTMAN
15 OAKMONT CIRCLE
PINEHURST NC 28374
http://www.secretary. state.nc.us/corporations/Corp.aspx?Pitemld=8808107
r
0�1VE.
NOV 15 2012
BY:_ -

STORMWATER SYSTEM NARRATIVE
Dollar General — Long Ridge Drive
New Hanover County, North Carolina
Rhetson Companies, Inc.
2860-B Hwy 5
Aberdeen, NC 28315
[phone]
October 2012
Prepared by:
I C�
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. 12063
15 YP
EC EUVE
NOV 15 2012

i
NARRATIVE
STORMWATER MANAGEMENT MEASURES:
The project site is located in New Hanover County, North Carolina. Land
disturbing on the site will exceed one acre, which requires the site to comply with the
State Regulations. The stormwater runoff from the 1.5-acre development will be
directed to a stormwater infiltration basin. The infiltration and pre/post basin is
designed to accommodate this site at 44% impervious area lot coverage and provide
90% TSS removal without a vegetated filter.
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. Silt fencing will be installed to
prevent any off -site migration of sediment. Disturbed areas will be landscaped or
seeded upon completion. The detention pond will be cleaned out to remove any
sediment that accumulates during construction.

Date
Design
Norris & Tunstall
Wilmington, NC
Sheet
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Consulting Engineers, P.C.
Brunswick County, NC
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Wilmington, NC
1o1Wlt Z �vo jConsulting Engineers, P.C. Brunswick County, NC Of
Check Job For Job No.
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H:\PROJECTS12012,112063 DOLLAR GENERAL\12063 CALM
12063 Pre-Post.Alt.10-3-12 Type /// 24-hr 1 YR Rainfall=3.80"
Prepared by Norris & Tunstall Consulting Engineers
HydroCAD® 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 10/4/2012
Time span=0.00-25.00 hrs, dt=0.01 hrs, 2501 points
Runoff by SCS TR-20 method, UH=SCS
Reach routing by Sim -Route method - Pond routing by Sim -Route method
Subcatchment 1S: PRE-DEV Runoff Area=46,000 sf Runoff Depth=0.45"
Tc=5.0 min CN=55 Runoff=0.31 cfs 0.040 of
Subcatchment 2S: POST DEV Runoff Area=46,000 sf Runoff Depth=2.28"
Tc=5.0 min CN=85 Runoff=2.92 cfs 0.201 of
Pond 1P: INFIL AREA Peak Elev=31.69' Storage=2,638 of Inflow=292 cfs 0.201 of
Discarded=0.44 cfs 0.355 of Primary=0.00 cfs 0.000 of Secondary=0.00 cfs 0.000 of Outflow=0.44 cfs 0.355 of
Pond 2P: PRE/POST Peat: Elev=31.25' Storage=0 cf Inflow=0.00 cfs 0.000 of
Discarded=0.00 cfs 0.000 of Primary=0.00 cfs 0.000 of Secondary=0.00 cfs 0.000 of Outflow=0.00 cfs 0.000 of

H:\PROJECTS12012\12063 DOLLAR GENEP.AL\12063 CALCS\
12063 Pre-Post.Alt.10-3-12 Type H/ 24-hr 1 YR Rainfall=3.80"
Prepared by Norris & Tunstal! Consulting Engineers
HydroCAD(D 7.10 s/n 000479 @ 2005 HydroCAD Software Solutions LLC 10/4/2012
Subcatchment 1S: PRE-DEV
Runoff = 0.31 cfs @ 12.12 hrs, Volume= 0.040 af, Depth= 0.45"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs
Type III 24-hr 1 YR Rainfall=3.80"
Area (sf) CN Description
46,000 55 Woods, Good, HSG B
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
5.0 Direct Entry,
Subcatchment 1S: PRE-DEV
Hydrograph
0.32 0.31 Cf5
0.3
026- Type III 24-hr 1 YR
0.26- Rainfall=3.80"
0.24
o.zz�
Runoff Area=46 000 sf
„ 0.2 Runoff Volume=0.040 of
0o.,,6 Runoff Depth=0.45"
0 0.16
LL
0.14 Tc=5.0 min
0'2 CN=55
0.04
0 1 2 3 4 5 5 7 6 9 10 11 12 13 14 15 16 17 16 19 20 21 22 23 24 25
Time (hours)
— RunoH

H:\PROJECTS\2012\12063 DOLLAR. GENEP.AL\12063 CALLS\
12063 Pre-Post.Alt.10-3-12 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 10/4/2012
Subcatchment 2S: POST DEV
Runoff = 2.92 cfs @ 12.07 hrs, Volume= 0.201 af, Depth= 2.28"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs
Type III 24-hr 1 YR Rainfall=3.80"
Area (so CN Description
30,000 98 Proposed Development
16,000 61 >75% Grass cover, Good, HSG B
46,000 85 Weighted Average
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
5.0 Direct Entry,
Subcatchment 2S: POST DEV
Hydrograph
Runoff
Type III 24-hr 1 YR
Rainfall=3.80"
Runoff Area=46,000 sf
Runoff Volume=0.201 of
Runoff Depth=2.28"
Tc=5.0 min
CN=85
0 1 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)

H:\PROJECTS\2012\12063 DOLLAR GENERAL\12063 CALM
12063 Pre-Post.Alt.10-3-12 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 10/4/2012
Pond 1P: INFIL AREA
Inflow Area = 1.056 ac, Inflow Depth = 2.28" for 1 YR event
Inflow =
2.92 cfs @
12.07 hrs,
Volume=
0.201 of
Outflow =
0.44 cfs @
12.57 hrs,
Volume=
0.355 af, Atten= 85%, Lag= 29.9 min
Discarded =
0.44 cfs @
12.57 hrs,
Volume=
0.355 of
Primary =
0.00 cfs @
0.00 hrs,
Volume=
0.000 of
Secondary =
0.00 cfs @
0.00 hrs,
Volume=
0.000 of
Routing by Sim -Route method, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs
Peak Elev= 31.69' @ 12.57 hrs Surf.Area= 6,372 sf Storage= 2,638 cf
Plug -Flow detention time= (not calculated: outflow precedes inflow)
Center -of -Mass det. time= 97.2 min ( 914.9 - 817.7 )
Volume Invert
Avail.Storage Storage Description
#1 31.25'
17,013 cf INFIL BASIN (Prismatic) Listed below (Recalc)
Elevation Surf.Area
Inc.Store Cum.Store ? 491
32.3
��11y�q
(feet)
(sq-ft)
(cubic -feet) (cubic -feet) 12 r3l C �I
31.25
5,629
0 0 L3Z.S quo J
32.29
7,387
6,768 6,768•
I32.30
7,491
74 6,843 _ 97 p
33.50
9,460
10,171 17,013
+1 I.Z
Device Routing
Invert
Outlet Devices � = 5C-q Y'
#1 Discarded
0.00'
3.000 in/hr Exfiltration over Surface area
#2 Primary
31.50'
15.0" x 20.0' long Culvert RCP, square edge headwall, Ke= 0.500
Outlet Invert= 31.25' S= 0.0125'/' Cc= 0.900
n= 0.011 Concrete pipe, straight & clean
#3 Device 2
31.86'
4.0' long x 0.5' breadth BY-PASS Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00
Coef. (English) 2.80 2.92 3.08 3.30 3.32
#4 Secondary
32.30'
25.0' long x 20.2' breadth Overflow 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
Discarded OutFlow Max=0.44 cfs @ 12.57 hrs HW=31.69' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.44 cfs)
Primary OutFlow Max=0.00 cfs @ 0.00 hrs
t-2=Culvert ( Controls 0.00 cfs)
t3=BY-PASS Weir ( Controls 0.00 cfs)
HW=31.25' TW=31.25' (Dynamic Tailwater)
Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=31.25' TW=31.25' (Dynamic Tailwater)
tom=Overflow Spillway ( Controls 0.00 cfs)

H:\PROJECTS\2012\12063 DOLLAR GENERAL\12063 CALCS\
12063 Pre-Post.Alt.10-3-12 Type 11124-hr ? YR Rainfal1=3.80"
Prepared by Norris & Tunstall Consulting Engineers
HvdroCAD® 7.10 s/n 000479 © 2005 HvdroCAD Software Solutions LLC 10/4/2012
Pond 1P: INFIL AREA
Hydrograph
— Inflow
— Outflow
— Discarded
Inflow Area=1.056 ac —Pnmary
—SSecondawnd
ary
Peak Elev=31.69'
Storage=2,638 cf
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 241 25
Time (hours)
tp-PWbbw►.t -nW%%5
= Z 4 r7 b}RS = 1. oz CAL15

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H:\PROJECTS\2012\12063 DOLLAR GENERAL\12063 CALCS\
12063 Pre-Post.Alt.10-3-12 Type /// 24-hr f YR Rainfall=3.80"
Prepared by Norris & Tunstall Consulting Engineers
HydroCAD@ 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 10/4/2012
Pond 2P: PRE/POST
Inflow Area = 1.056 ac, Inflow Depth = 0.00" for 1 YR event
Inflow =
0.00 cfs @
0.00 hrs,
Volume=
0.000 of
Outflow =
0.00 cfs @
0.00 hrs,
Volume=
0.000 af, Atten= 0%, Lag= 0.0 min
Discarded =
0.00 cfs @
0.00 hrs,
Volume=
0.000 of
Primary =
0.00 cfs @
0.00 hrs,
Volume=
0.000 of
Secondary =
0.00 cfs @
0.00 hrs,
Volume=
0.000 of
Routing by Sim -Route method, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs
Peak Elev= 31.25' @ 0.00 hrs Surf.Area= 314 sf Storage= 0 cf
Plug -Flow detention time= (not calculated: initial storage excedes outflow)
Center -of -Mass det. time= (not calculated: no inflow)
Volume Invert
Avail.Storage Storage Description
.#1 31.25'
1,823 cf PRE/POST BASIN (Prismatic) Listed below (Recalc)
Elevation Surf.Area
Inc.Store CUm.Store
(feet)
(sq-ft)
(cubic -feet) (cubic -feet)
31.25
314
0 0
32.29
738
547 547
32.30
842
8 555
33.50
1,271
1,268 1,823
Device Routing
Invert
Outlet Devices
#1 Discarded
0.00'
3.000 in/hr Exfiltration over Surface area
#2 Primary
31.25'
24.0" x 200.0' long Culvert RCP, mitered to conform to fill, Ke= 0.700
Outlet Invert= 15.00' S= 0.0813'/' Cc= 0.900
n= 0.013 Concrete pipe, bends & connections
#3 Secondary
32.40'
20.0' long x 5.0' breadth Emergency Spillway
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50
3.00 3.50 4.00 4.50 5.00 5.50
Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65
2.67 2.66 2.68 2.70 2.74 2.79 2.88
Discarded OutFlow Max=0.00 cfs @ 0.00 hrs HW=31.25' (Free Discharge)
1=Exfiltration (Passes 0.00 cfs of 0.02 cfs potential flow)
Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=31.25' (Free Discharge)
t2=Culvert ( Controls 0.00 cfs)
Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=31.25' (Free Discharge)
3=Emergency Spillway ( Controls 0.00 cfs)

H:\PROJECTS\2012\12063 DOLLAR GENERAL\12063 CALM
12063 Pre-Post.Alt.10-3-12 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 10/4/2012
Pond 2P: PRE/POST
Hydrograph
— Inflow
— Outflow
— Discarded
Inflow Area=1.056 ac -- Prima
Send coary
Peak Elev=31.25'
Storage=0 cf
Time (hours)

H \PROJECT52012\12053 DOLLAR GE"FERAL\12063 CALM
12063 Pre-Post.Alt.10-3-12 Type 111 24-hr 1 YR Rainfall=3.80"
Ir
t-Im Ctl Iv 11,1,-mig & I unstall Consulting Engineers
;MC,ADO 7AO On 000479 © 2005 HydroCAD Software Solutions LLC 10/4/2012
Hydrograph for Pond P: PREIPOST
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H:\PROJECTS\2012\12063 DOLLAR GENERAL\12063 CALCS\
12063 Pre-Post.Alt.10-3-12 Type 11124-hr 1 YR Rainfall=3.60"
Prepared by Norris & Tunstall Consulting Engineers
Stage -Area -Storage for Pond 2P: PRE/POST
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
31.25
314
0
31.30
334
16
31.35
355
33
31.40
375
52
31.45
396
71
31.50
416
91
31.55
436
113
31.60
457
135
31.65
477
158
31.70
497
183
31.75
518
208
31.80
538
234
31.85
559
262
31.90
579
290
31.95
599
320
32.00
620
350
32.05
640
382
32.10
661
414
32.15
681
448
32.20
701
482
32.25
722
518
32.30
842
555
32.35
860
597
32.40
878
641
32.45
896
685
32.50
914
730
3255
931
777
32.60
949
824
32.65
967
872
32.70
985
920
32.75
1,003
970
32.80
1,021
1,021
32.85
1,039
1,072
32.90
1,057
1,124
32.95
1,074
1,178
33.00
1,092
1,232
33.05
1,110
1,287
33.10
1,128
1,343
33.15
1,146
1,400
33.20
1,164
1,458
33.25
1,182
1,516
33.30
1,199
1,576
33.35
1,217
1,636
33.40
1,235
1,697
3 3.4 5
1,253
1,760
33.50
1,271
1,823

AIT Q 06P.3
AkUMG
LAND MANAGEMENT GROUP wc.
Environmental Consultants
September 27 , 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 Dollar General
Store, 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 Murville and Seagate in the Soil Survey of
New Hanover County (USDA, 1982). Soil borings 1 and 2 confirmed the soil to be
Baymeade soil type. The wooded site contains natural soils 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 Baymeade, Murville
and Seagate 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
the wetlands on this site has been lowered significantly due to the drainage canal along
side of Highway 132. The degree of expression of mottles as shown in Appendix B is
evidence that SHWT occurs at 45" for soil borings 1 and 2.
Soil permeability is estimated based on soil physical properties. The following
are estimates of the soils at each location. Boring one has an estimated permeability of
2.0 - 3.0 inches per hour in the lower sandy loam BT horizon. Boring two has similar
permeability rates.

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 45" 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 I may be reached at 910-452-0001, 910-620-1 137 or at
cturncrnlmaroup.nct .
Sincerely,
h C-,
G. Craig Turner
Vice President
Land Management Group, Inc
P.O. Box 2522
Wilmington, NC 28402
910-452-0001: Office
S.0 Certification
910-452-0060: FAX Number 57
910-620-1137: Cell
ctumer@ Imgroup.net
N.C. Licensed Soil Scientist, #1091

Appendix A
Test Area Location
and Soil Maps
NOV 15 W2

Custom Soil Resource Report
Soil Map (Dollar General Soil Map)
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BW1
12-15
10YR 5/3
loamy sand
single -grained
sticky
plastic
4.0-6.0
1
BW2
15-23
10YR 6/4
loamy sand
single -grained
non-stick
non -plastic
4.0-6.0
few,
1
BT1
23-36
10 YR 6/4
common,
sand/
week' fine
non -sticky
non -plastic
2.0-3.0
fine, 10YR
subangular blocky
516
loam
few,
1
BT2
38-44
10YR 5/6
common,
sandy loam
weak, fine
slightly sticky
slightly plastic
2.0-3.0
fine, tOYR
subangular blocky
512
1
BC
4448
10YR 5/4. 5/8/
loamy
single -grained
non -sticky
non -plastic
6.0-10.0
7/2
sand/sand
1
C
48-72
10YR 8/1
Sand
single -grained
non-stick
non -plastic
6.0-10.0
Physics[ Water: >72" on 09-26-2012
SHWf: 0 45" below around
surface
2
A
0-3
1OY 4/3 711
loamy sand
single -grained
non-stick
non -plastic
2
E
3-12
10YR 8/1 613
loamy sand
sin I rained
non-stick
non -plastic
2
BW1
12-15
t0YR 513
loamy sand
sin I rained
sticky
plastic
4.0-6.0
2
BW2
15-23
10YR 6/4
loamy sand
single -grained
non-stick
non -plastic
4.0-6.0
few,
2
BT7
23-38
10 YR 614
common,
sand/sandy
weak, fine
non -sticky
non -plastic
2.0-3.0
fine, 10YR
subangular blocky
516
loam
few,
2
BT2
38-44
1OYR 5/6
common,
sandy loam
weak, fine
slightly sticky
slightly plastic
2.0-3.0
fine, 10YR
subangular blocky
512
2
BC
44-46
10YR 514, 5/8/
loamy
single -grained
non -sticky
non -plastic
6.0-10.0
7/2
sand/sand
2
C1
48-67
1OYR 811
loamy
single -grained
sin I
non -sticky
non -plastic
6.0-10.0
santl/santl
2.5 YR
7/3,
2
C2
67-72
7.5YR
sand
single -grained
non -sticky
non -plastic
6.0-10.0
5/6, 10YR
81
Ph iceI Water:>72"on
09-26-2012
SHWT: 45" below ground surface

Appendix C
Published Description and Chemical and Physical Properties
Of the Baymeade, Murville and Seagate Soil Series
OVE
NOV 15 2012
BY:_.---

LOCATION BAYMEADE NC
Established Series
Rev. REH:ENH
07/1999
BAYMEADE SERIES
The Baymeade series consists of deep, well drained soils with moderately rapid
permeability. They formed in loamy and sandy marine sediments of the lower Coastal
Plain. Slopes range from 0 to 12 percent. Mean annual temperature is 63 degrees F., and
mean annual precipitation is 54 inches.
TAXONOMIC CLASS: Loamy, siliceous, semiactive, thermic Arenic Hapludults
TYPICAL PEDON: Baymeade sand --on a 3 percent slope under mixed hardwood and
pine. (Colors are for moist soil unless otherwise stated.)
A--O to 3 inches; dark gray (I OYR 4/1) fine sand; weak granular structure; loose; many
fine and medium roots; many uncoated sand grains; moderately acid; abrupt smooth
boundary. (2 to 10 inches thick)
E--3 to 12 inches; light gray (1 OYR 7/2) fine sand; single grained; loose; many fine and
medium roots; slightly acid; gradual wavy boundary. (0 to 15 inches thick)
E/Bh--12 to 36 inches; very pale brown (I OYR 7/4) fine sand; single grained; loose;
common irregular bodies of friable organic coated sand that are dark brown (7.5YR 3/2)
and brown (7.5YR 4/4) (Bh) make up about 12 percent of this horizon; many fine and
medium roots; moderately acid; abrupt smooth boundary. (0 to 26 inches thick)
Bt--36 to 49 inches; strong brown (7.5YR 5/6) fine sandy loam; weak coarse subangular
blocky structure that parts into weak fine granular structure; very friable; many fine and
medium roots; moderately acid; gradual wavy boundary. (5 to 40 inches thick)
BC-49 to 58 inches; strong brown (7.5YR 5/6) loamy fine sand; weak fine granular
structure; very friable; few fine roots; moderately acid; gradual wavy boundary. (0 to 17
inches thick)
C1--58 to 75 inches; mottled white (10YR 8/1) and very pale brown (10YR 7/4) fine
sand; single grained; loose; moderately acid; gradual wavy boundary.
C2--75 to 78 inches; very pale brown (I OYR 8/3) fine sand and loamy fine sand; single
grained; loose; moderately acid.

TYPE LOCATION: New Hanover County, North Carolina; Wilmington, 0.5 mile south
of Dawson and Sixteenth Streets on west side of Sixteenth Street road bank.
RANGE IN CHARACTERISTICS: Solum thickness is 35 to more than 60 inches.
Reaction ranges from very strongly acid to slightly acid, unless limed. Some pedons have
extremely acid A and E horizons.
The A or Ap horizon has hue of I OYR to 2.5Y value of 4 to 6, and chroma of 1 or 2 or is
neutral with value of 4 to 6 with common clean grains that are white or light gray.
Texture of the A horizon is sand, fine sand, loamy sand, or loamy fine sand.
The E horizon has hue of IOYR or 2.5Y, value of 4 to 8, and chroma of I to 6 or is
neutral with value of 6 to 8. Texture is sand, fine sand, loamy sand, or loamy fine sand.
The Bh portion of E/Bh horizon or Bh horizon, where present, is granular to massive with
hue of 5YR to 1 OYR, value of 3 to 7, and chroma of 2 to 8.
The F horizon, where present has hues of 7.5YR to 2.5Y, values of 4 to 8, and chroma of
2 to 6 or it is neutral with values of 6 to 8. It is sand, fine sand, loamy sand or loamy fine
sand.
The Bt horizon has hue of 7.5YR to 2.5Y, value of 5 to 7, and chroma of 4 to 8. Mottles
are in shades of yellow, brown, or gray at depths below 25 inches in some pedons. A gray
matrix may be present in the lower Bt horizons of some pedons. Texture is commonly
sandy loam or fine sandy loam but some pedons are sandy clay loam. The lower Bt
horizon may occur as lamella of sandy loam.
The BC horizon has hue of 7.5YR to 2.5Y, value of 5 to 7, and chroma of 2 to 8. Mottles
are in shades of yellow, brown, or gray in some pedons. Texture is loamy sand, loamy
fine sand, sandy loam, fine sandy loam or in some pedons sandy clay loam.
The C horizon has hue of 7.5YR to 2.5Y, value of 5 to 8, and chroma of I to 8 or is
mottled in shades of these colors. Texture is sand or fine sand or stratified sandy, loamy,
or clayey material. Some pedons have thin discontinuous Bh bodies in the C horizon.
COMPETING SERIES: Ailey, Blaney, Chi ola, Chisolm, Coosaw, Garcon, Gomery,
Kenansville, Remlik,'fenaha, Tomahawk, Uchee, and Valhalla in the same family.
Closely related soils are the A, Eustis, Kureb, Onslow, Seastatc, Wa,ram, and
Wakulla series. All of these soils except Kureb lack irregular intermittent Bh bodies in
the E/Bh horizon. Kureb soils lack argillic horizons. Onslow soils lack an arenic
epipedon and contain gray mottles indicative of wetness in the Bt horizon. Seagate and
Valhalla soils have continuous Bh horizons. Seagate soils have poorer drainage.
GEOGRAPHIC SETTING: Baymeade soils occur on broad, gently sloping surfaces of
the lower Coastal Plain, generally above 20 feet. Slopes range from 1 to 12 percent. They
formed in (stratified) interbedded sandy and loamy Coastal Plain sediments. The mean

annual precipitation ranges from 47 to 60 inches and mean annual temperature ranges
from 53 to 74 degrees F.
GEOGRAPHICALLY ASSOCIATED SOILS: These are the competing Kureb and the
Blanton, Foreston, Goldsboro, Lakeland, Leon, Norfolk and Rimini series. Blanton soils
have a Grossarenic epipedon. Foreston, Goldsboro and Norfolk lack an arenic epipedon.
Lakeland soils lack light gray E horizons and an argillic horizon. Leon and Rimini soils
have continuous Bh horizons, and the Leon soils have poorer drainage.
DRAINAGE AND PERMEABILITY: Well drained; slow runoff; moderately rapid
permeability. Measured watertable levels at two sites show that the water table is 45 to 60
inches below the surface in December to April and other wet periods.
USE AND VEGETATION: Most of these soils are in forest of mixed hardwood and
pine. Native vegetation is turkey oak, long leaf pine, dwarfed huckleberry, small myrtle,
wire grass, and astor. Large areas are in residential and urban uses in New Hanover
County.
DISTRIBUTION AND EXTENT: Lower Coastal Plains of North Carolina and possibly
South Carolina. The series is extensive.
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Raleigh,
North Carolina
SERIES ESTABLISHED: New Hanover County, North Carolina; 1973.
REMARKS: Diagnostic horizons and features recognized in this pedon are:
Ochric epipedon - the zone from the surface to a depth of 36 inches (the Ap and E
horizons)
Arenic feature - the zone of sandy sediments from 0 to 36 inches (the A, E, EBh
horizons)
Argillic horizon - the zone from a depth of 36 to 58 inches (the Bt and BC horizons)
TABULAR SERIES DATA:
SOI-5 Soil Name Slope Airtemp FrFr/Seas Precip Elevation
NCO083 BAYMEADE 0- 12 59- 63 190-250 46- 57 20- 70
SOI-5 F1oodL FloodH Watertable Kind Months Bedrock Hardness
NCO083 NONE 4.0-5.0 APPARENT DEC -APR 60-60
SOI-5
Depth
Texture
3-Inch
No-10
Clay%
-CEC-
NC0083
0-36
FS S
0- 0
100-100
0- 8
1- 3
NCO083
0-36
LS LFS
0- 0
100-100
5-13
1- 4
NCO083
36-49
FSL SCL SL
0- 0
100-100
8-26
2- 6
NCO083
49-78
LFS S SL
0- 0
100-100
0-12
0- 3
SOI-5
Depth
-pH- O.M.
Salin Permeab Shnk-Swll

N00083
0-36
4.5-
6.5
.5-1.
0-
0
6.0-
20
LOW
NCO083
0-36
4.5-
6.5
.5-1.
0-
0
6.0-
20
LOW
NCO083
36-49
4.5-
6.5
0.-.5
0-
0
2.0-
6.0
LOW
NCO083
49-78
4.5-
6.5
0.-.5
0-
0
6.0-
20
LOW
National Cooperative Soil Survey
U.S.A.

LOCATION MURVILLE NC+FL
Established Series
Rev. AG
07/1999
MURVILLE SERIES
The Murville series consists of very poorly drained soils that have rapid permeability in
the A horizon and moderately rapid permeability in the Bh horizon. The soils formed
from wet sandy marine and fluvial sediments. They are in flats or in slight depressions on
broad interstream areas of uplands and stream terraces in the Coastal Plain . Slopes are
less than 2 percent. At the type location, the mean annual temperature is about 63 degrees
F., and the mean annual precipitation is about 50 inches.
TAXONOMIC CLASS: Sandy, siliceous, thermic Umbric Endoaquods
TYPICAL PEDON: Murville fine sand --on a nearly level slope under pond pine with
understory of gallberry, smilax, and canes. (Colors are for moist soil unless otherwise
stated.)
Oe--2 to 0 inches; partially decayed leaves, moss, and twigs.
A--O to 8 inches; black (N 2/) fine sand; weak fine granular structure; very friable; many
roots; many clean quartz grains; loamy feel and appearance from organic matter; very
strongly acid; clear wary boundary. (6 to 11 inches thick)
Bh--8 to 45 inches; black (IOYR 2/1) fine sand; massive; very friable; few roots in upper
portion; sand grains mostly have dark films or coatings; few clean quartz grains; loamy
feel and appearance from organic matter; very strongly acid; gradual wavy boundary. (24
to 45 inches thick)
C-45 to 70 inches; pale brown (1 OYR 6/3) fine sand with thin strata of sandy loam and
sandy clay loam; single grained; loose; streaks of light gray (10YR 7/1); few old root
channels; very strongly acid.
TYPE LOCATION: New Hanover County, North Carolina; about 0.5 mile north of
junction of U.S. Highway 421 and N. C. Highway 132, along N. C. 132 and east 1600
feet along canal in wooded area.
RANGE IN CHARACTERISTICS: Solum thickness ranges from 30 to 60 inches.
Humus in the A and Bh horizons gives the sandy material a loamy feel and appearance.
The soil is strongly acid to extremely acid.
A thin Oa or Oe horizon can be present in some pedons.

The A or Ap horizons have hue of I OYR to 5YR, or they are neutral, value of 2 or 3, and
chroma of 0 to 2. There are few to common clean sand grains. Texture is sand, fine sand,
loamy sand, loamy fine sand, or mucky analogues of these textures. Intermittent Eg
horizons from I/4 to 2 inches thick occur in fewer than 50 percent of the pedons.
The Bh horizon has hue of 5YR to 1 OYR, value of 2 or 3, and chroma of I or 2. It is sand,
fine sand, loamy fine sand, or loamy sand. Few to common uncoated sand grains may be
present and some pedons may have very thin discontinuous lamellae of clean sand. The
sand grains in the lower horizons may have thin humus coatings with hue of IOYR to
5YR, value of 4 to 5, and chroma of 1 to 4.
Some pedons have a BEg or Eg horizon below the Bh horizon. Where present, the BEg
horizon has hue of 1 OYR or 7.5YR, value of 4 or 5, and chroma of 3 or 4. The Eg horizon
has hue of 7.5YR or 1 OYR, value of 5 to 7, and chroma of I or 2. Texture of the BEg and
Eg horizons is sand, fine sand, loamy fine sand, or loamy sand. Thickness of the BE or
Eg horizons ranges from 0 to 20 inches. Pedons that have either of these horizons also
have a B'h horizon below them that has similar properties to the Bh horizon.
The C horizon, and Cg horizon where present, is dominantly fine sand, sand, loamy sand,
or loamy fine sand, but may have lenses or strata of loamy material at depths of 50 to 80
inches below the surface. The C horizon has hue of I OYR to 5Y, value of 5 to 8, and
chroma of 3. The Cg horizon has the same hue and value range, but has chroma of I or 2.
Some pedons may have thin layers of darker -colored material.
COMPETING SERIES: These are Boulogne, Lvnn Haven and Wesconnett series.
Boulogne soils have sola thicker than 80 inches, are fine sand or loamy fine sand only,
and have firm or very firm Bh horizons. Lynn Haven soils have continuous E horizons.
Wesconnett soils have a B'h horizon, and in addition are sand or fine sand to depths of 80
inches or more.
GEOGRAPHIC SETTING: Murville soils are nearly level and are on flat or slight
depressional areas on Coastal Plain uplands and stream terraces. They formed in wet
sandy marine or fluvial sediments . Slopes are less than 2 percent. Near the type location,
mean annual temperature is about 63 degrees F., and mean annual precipitation is about
50 inches.
GEOGRAPHICALLY ASSOCIATED SOILS: These include the Baymeade. Kureb,
Lcon, Lynn Havcn, Rutlegc, and Torhunta soils. Baymeade, Kureb, and Leon soils are
better drained and are on higher landscape positions than Murville soils. In addition,
Baymeade and Kureb soils do not have a spodic horizon. Lynn Haven, Rutlege, and
Torhunta soils are in the same landscape positions as Murville. Lynn Haven soils have
continuous E horizons, Rutlege and Torhunta soils do not have a spodic horizon.
DRAINAGE AND PERMEABILITY: Murville soils are very poorly drained.
Permeability is rapid in the A horizon, and moderately rapid in the Bh horizon. The water
table is at or near the surface most of the time except during summer months or where

artificially drained. Depth to the seasonal high water table ranges from 0 to 1 foot from
November to May.
USE AND VEGETATION: Chiefly in cutover forests of pond pine, with a few scattered
loblolly, longleaf pine, and red maple. Slash pine grow in the southern part of the range.
Understory vegetation includes sweetbay, redbay, swamp cyrilla (red titi), zenobia,
inkberry (bitter gallberry), large gallberry, greenbrier, switchcane, fetterbush lyonia,
blueberry, loblollybay gordonia, southern bayberry (waxmyrtle), and a ground cover of
sphagnum and club mosses, chainfern, broom sedge, and switchcane and maidencane in
open areas. Where frequent burning has taken place only the understory species are
present.
DISTRIBUTION AND EXTENT: Lower Coastal Plain of North Carolina and Florida.
The series is of moderate extent.
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Raleigh,
North Carolina
SERIES ESTABLISHED: New Hanover County, North Carolina; 1973.
REMARKS: The Murville soils were formerly included in the Ridgeland series.
However, Ridgeland soils are in a mixed mineralogy family. The April 1993 revision of
this series changed the subgroup classification from Typic Haplaquods to Umbric
Endoaquods.
Diagnostic horizons and soil properties recognized in the typical pedon are:
Umbric epipedon - the zone from the surface of the soil to a depth of 45 inches (A and Bh
horizons)
Spodic horizon - the zone from 8 to 45 inches (Bh horizon)
MLRA(S): 153A, 153B SIR: NCO085
TABULAR SERIES DATA:
SOI-5 Soil Name Slope Airtemp FrFr/Seas Precip Elevation
NCO085 MURVILLE 0- 2 59- 70 190-290 45- 60 10- 90
SOI-5 F1oodL F1oodH Watertable Kind Months Bedrock Hardness
NCO085 NONE RARE - APPARENT - 60-60
SOI-5 Depth Texture 3-Inch No-10 Clay% -CEC-
NC0085 0- 8 FS S LFS 0- 0 100-100 2- 8 2- 11
NCO085 0- 8 MK-S MK-LS MK-LFS 0- 0 100-100 2- 8 9- 22
NCO085 8-45 FS S LFS 0- 0 100-100 2- 8 2- 10
NCO085 45-56 FS S 0- 0 100-100 2- 8 0- 4
NCO085 56-70 VAR - - - -
SOI-5 Depth -pH- O.M. Salin Permeab Shnk-Swll
NCO085 0- 8 3.5- 5.5 2.-9. 0- 0 6.0- 20 LOW
NCO085 0- 8 3.5- 5.5 9.-15 0- 0 6.0- 20 LOW

NC0085 8-45 3.5- 5.5 2.-B. 0- 0 2.0- 6.0 LOW
NC0085 45-56 3.5- 5.5 0.-2. 0- 0 6.0- 20 LOW
NC0085 56-70 - - - -
National Cooperative Soil Survey
U.S.A.

LOCATION SEAGATE NC+SC VA
Established Series
RAG/Rev. JAK
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 Water 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
persecond)
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 (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--O to 20 centimeters (about 0 to 8 inches); dark gray (IOYR 4/1) fine sand; single
grained; 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 (1 OYR 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; few 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 (1 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 (1 OYR 7/2) fine sand; single
grained; loose; few fine and medium brown (I OYR 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 (1 OYR 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 (10YR 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; lat. 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: 1 to 5 milliequivalents per 100 grams of soil in the
A horizon; 1 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, by volume extremely
weakly to moderately cemented nodules
RANGE OF INDIVIDUAL HORIZONS:
Ap or A horizon:
Color --hue of 10YR or 2.5Y, value of 3 to 6, chroma of 1 to 3

Texture --sand or fine sand
Clay content: 0 to 3 percent
E horizon (where present):
Color --hue of 1 OYR to 5Y, value of 5 to 8, and chroma of 1 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 1 OYR, value of 2 to 5, chroma of 1 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: 1 to 5 percent
E' horizon (where present):
Color --hue of 1 OYR or 2.5Y, value of 5 to 7, chroma of 1 to 4
Texture --sand or fine 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: 1 to 3 percent
Bt horizon (where present):
Color --hue of 1 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 1 OYR to 5Y, value of 5 to 7, and chroma of 1 or 2, or is neutral with value
of4to8
Texture --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:
13aymeade 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
1_ynn I laven 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
MLII-Ville soils --do not have an underlying argillic horizon and are very poorly drained, on
lower parts of the landscape
Olustec soils --are poorly drained, on lower parts of the landscape
Onslow soils --have thinner sandy surface layers
Ridgeland 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
Ponding Frequency and Duration: None
Slowest Saturated Hydraulic Conductivity: Moderately high (4.23 to 10.00 micrometers
persecond)
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; i=CF-W
NOY 15 2012

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.

5
20OW1571
FOR REGISTRATION REGISTER OF DEEDS
NM E CERRGOUNTYN NC
BK:53 4 G2719-2 33 FEE423.00
I9M 1201511
DEED
Parcels: R03412-001-004-000; R03412-001-006-000; & R03412-001-007-000
Revenue Stamps: $0.00 -yjQ
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
THIS DEED, made and entered into this the 16 day of September, 2008 by and
between GEORGE E. SAUNDERS, III and COMERICA BANK & TRUST, N.A., CO -
TRUSTEES of the Frances K. Saunders Trust under Agreement dated January 10, 2005, as
amended, parties of the first part; and ANITA JO MEIER having an address of 4414 Dewberry
Road, Wilmington, North Carolina 28405, party of the second part;
WITNESSETH:
That the parties of the first part in consideration of the sum of Ten and No/100
Dollars ($10.00) and other good and valuable considerations to said parties paid by the party of
the second part, the receipt of which hereby is acknowledged, have bargained and sold and by
these presents do bargain, sell and convey unto the party of the second part, said party's heirs and
assigns, the following described property, lying and being situate in New Hanover County, North
Carolina, to wit:
Prepared by WAm Atm SmTH, P.A., University Corporate Center, 127 Racine Drive, Post Office
Box 7068, Wilmington, NC 28406-7068
Please return to WARD Am Snnrtt, P.A., University Corporate Center, 127 Racine Drive, Post
Office Box 7068, Wilmington, NC 28406-7068
Attention: Samuel B. Franck
No opinion on title is rendered by WAwAND Smmi,PAL, without a separate written opinion on
title from WAW AND SMrfH, P.A.

Being those certain tracts or parcels of land more particularly
described in the following two deeds: (i) the deed dated September
1, 1999, and recorded in Book 2636, at Page 705 in the office of
the Register of Deeds of New Hanover County, North Carolina;
and (ii) the deed dated September 9, 1999, and recorded in
Book 2639, at Page 640, in the office of the Register of Deeds of
New Hanover County, North Carolina, the descriptions in said
deeds being incorporated herein by reference.
This conveyance is made subject to easements of record or on the
ground, restrictive covenants of record, and ad valorem taxes for
the current year, which taxes the party of the second part, by
accepting this deed, agrees to pay.
TO HAVE AND TO HOLD said property and all privileges and appurtenances
thereunto belonging to the party of the second part, said parry's heirs and assigns forever.
The parties of the first part, as Co -Trustees of the Frances K. Saunders Trust,
covenant that they have not placed or suffered to be placed any presently existing liens or
encumbrances upon the aforesaid property and agree that they will warrant and defend the title to
same against the lawful claims of all persons claiming by, through, under or on account of them
as Co -Trustees of the Frances K. Saunders Trust insofar as it is the parties of the first part's duty
to do so by virtue of their office as Co -Trustees of the Frances K. Saunders Trust, but no further.
[SIGNATURES ON FOLLOWING PAGES]

IN TESTIMONY WHEREOF, the parties of the first part have caused this
instrument to be executed under seal and in such form as to be binding, this the day and year first
above written.
LIZ � (SEAL)
GEORGVE. SAUNDERS, III, Co -Trustee of the
Frances K. Saunders Trust under Agreement dated
January 10, 2005, as amended
COMERICA BANK & TRUST, N.A.,
Co -Trustee of the Frances K. Saunders Trust under
Agreement dated January 10, 2005, as amended
By: /5'.4 /.z- (SEAL)
Name: �fc+ee rows i Lo
Title: A- U. P.
cL. ./ ♦1�... ��
TATE
I certify that the following person personally appeared before me this day, acknowledging to me
that he signed the foregoing document: George E. Saunders, III. Co -Trustee of the Frances K.
Dat LQ7 QC�I l 7'
Sign ure of Notary Public ty
M� mmission expires:
(Official Seal)
4 0.s��0-:
Notary seal or stamp must appe
ar within this box.

W� COUNTY, STATE
I certify that the following person personally appeared before me this day, acknowledging to me
that he or she signed the foregoing document for the p�° se(s) stated therein, in the capacity
indica)ed, anq having been first authorized to do so: ,fa- � i c t l on L 1 e L l o as
Date ll �F�I,�'�
- &�-')
Signature of Notayy Public
My commission expires:
ear within this box.
WLMAIN\194609\1
4
M"�
tame Rao • m e dgm
Ljoeanb CCU*
m 16.2012
� u,a�Of

REBECCA P. SMITH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
N1f f Yf f N.....Yflf 11NINIf f IHf INf If f tNYYNNNYffYHf YNf 1f1t11fYfltflifflflMff 1I,tt11f f f N1NM1tMf 1NNININf1f
Filed For Registration:
Book:
Document No.:
Recorder:
10/24/2008 09:49:39 AM
RE 5364 Page: 2729-2733
2008041671
DEED 5 PGS $23.00
CRESWELL,ANDREA
State of North Carolina, County of New Hanover
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING.
*2008041571*
2008041571