SW8140315_HISTORICAL FILE_20140326

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 \`� 03\S
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
❑x HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE '-o I%A 0 3 ZtD
YYYYMMDD

!Q F
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Stormwater Section
Pat McCrory, Governor John E. Skvada, III, Secretary
March 26, 2014
Woodrow Sullivan, Director
Pender EMS and Fire, Inc.
805 Ridgewood Ave.
Burgaw, NC 28425
Subject: State Stormwater Management Permit No. SW8 140315
Station 29; Highway 421
High Density Commercial Wet Detention Pond Project
Pender County
Dear Mr. Sullivan:
The Wilmington Regional Office received a complete, Stormwater Management Permit
Application for Station 29 on March 24, 2014. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth
in Title 15A NCAC 2H.1000 and Session Law 2008-211. We are forwarding Permit No. SW8
140315 dated March 26, 2014, for the construction, operation and maintenance of the BMP's
and built-upon areas associated with the subject project.
This permit shall be effective from the date of issuance until March 26, 2022, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s),
recordation of deed restrictions, procedures for changes of ownership, transferring the permit,
and renewing the permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system, to record deed restrictions, to transfer the
permit, or to renew the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory, hearing by filing a written petition with the Office of
Administrative Hearings (OAH). The written petition must conform to Chapter 150B of the North
Carolina General Statutes, and must be filed with the OAH within thirty (30) days of receipt of
this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee
is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC
27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com.
Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Chris Baker in the Wilmington Regional Office, at [phone].
Sincerely,
#.Tr4ac
Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/csb: G:IWQSIStormwaterlPermits&Projects120141140315 HD12014 03 permit 140315
cc: John Richards, P. E., Thomas & Hutton
Fender County Building Inspections
Wilmington Regional Office Stormwater File
Division of Energy,Mineral,and Land Resources-Land Quality Section-Wilmington Regional Office
127 Cardinal Drive Extension,Wilmington,North Carolina 28405•[phone]/Fax:[phone]

State Stormwater Management Systems
Permit No. SW8 140315
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
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
Pender EMS and Fire, Inc.
Station 29
Highway 421, Grady, Pender County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter collectively referred
to as the "stormwater rules') the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division and
considered a part of this permit.
This permit shall be effective from the date of issuance until March 26, 2022, 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 1.7 of this permit. The stormwater control has been designed
to handle the runoff from 24,194 square feet of impervious area. 3,636 square feet of
impervious surface is within the NCDOT right-of-way and is routed to the NCDOT
roadside swale for treatment.
3. A 50' wide vegetative buffer must be provided and maintained adjacent surface
waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of both sides of streams and rivers and the
mean high water line of tidal waters.
4. The tract will be limited to the amount of built-upon area indicated in this permit, and
per approved plans. The built-upon area for the future development is limited to 2,436
square feet.
5. 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.
6. The runoff from all built-upon area within the permitted drainage area(s) of this project
must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 140315
7. The following design criteria have been provided in the wet detention pond and must
be maintained at design condition:
a. Drainage Area, Acres: 0.99
Onsite, ft : 43,277
Offsite, ft2: N/A
b. Total Impervious Surfaces, ft2: 24,194
Onsite, ft2: 24,194
Offsite, ft2: N/A
C. Design Storm, inches: 1.5
d. Average Pond Design Depth, feet: 3.0
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMSY 39.0
Permanent Pool Surface Areq, ft : 3,332
h. Permitted Storage Volume, ft : 4,310
i. Temporary Storage Elevation, FMSL: 40.0
j. Pre-dev. 1 yr-24 hr. discharge rate, cfs: 0.05
k. Controlling Orifice: 1"0 pipe
I. Orifice flowrate, cfs: 0.03
M. Permitted Forebay Volume, ft3: 1,391
m Fountain Horsepower N/A
o. Receiving Stream/River Basin: Lower Long Creek / Cape Fear
P. Stream Index Number: 18-74-55
q. Classification of Water Body: "C;SW°
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall, at all times, provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The signed
and approved Operation and Maintenance Agreement must be followed in its entirety
and maintenance must occur at the scheduled intervals.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DENR. The records will indicate the date, activity, name of.
person performing the work and what actions were taken.
6. The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
7. 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.
8. 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.
9. Access to the stormwater facilities for inspection and maintenance shall be maintained
via appropriate recorded easements at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 140315
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, acquisition, lease or sale of any, all or part of
the project area. The project area is defined as all property owned by the
permittee, for which Sedimentation and Erosion Control Plan approval or a
CAMA Major permit was sought.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
e. The construction of any future BUA listed on the application.
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.
12. 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.
III. GENERAL CONDITIONS
1. Any individual or entity found to be in noncompliance with the provisions of this
storrmwater management permit or the requirements of the Stormwater rules is
subject to enforcement procedures as set forth in G.S. 143 Article 21.
2. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal) having jurisdiction.
3. In the event that the facilities fail to perform satisfactorily, the Permittee shall take
immediate corrective action, including those as may be required by this Division, such
as the construction of additional or replacement stormwater management systems.
4. This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation as
listed on the form, to the Division 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. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure;
e. Dissolution of the partnership or corporate entity;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 140315
5. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request.
6. 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.
7. The permit remains in force and effect until modified, revoked, terminated or renewed.
The permit may be modified, revoked and reissued or terminated for cause. The filing
of a request for a permit modification, revocation and re-issuance or termination does
not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. The permittee shall submit a permit renewal request 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 26th day of March, 2014.
NO H CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
racy Da P.E., Director
ivision of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 140315
Station 29
Stormwater Permit No. SW8 140315
Pender County
Designer's Certification
I, , as a duly registered in the State
of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent
of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications:
SEAL
Signature
Registration Number
Date
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 140315
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount
of built-upon area.
3. All the built-upon area associated with the project is graded such that the runoff
drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting
of the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized and located per the approved
plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
15. The required system dimensions are provided per the approved plans.
16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDENR-DEMLR Wilmington Regional Office
Pender County Building Inspections
Page 7 of 7

DWQ USE ONLY
Date eceive Fee Paid Permit Number
Applicable Rules: ID C astal SW—1995 ❑ Coastal SW—2008 ❑ Ph II-Pbsf Constr n
(select all that apply) ❑ Non-Coastal SW-HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form 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.):
Station 29, Hwy.421
2. Location of Project(street address):
The project site is approximately 81/s miles north along Hwy.421 of the John lay Burney In Freeway (1-140)
City: Grady County:Pender Zip:
3. Directions to project(from nearest major intersection):
The project site is approximately 81h miles north, along Hwy.421 of the John lay Burney Jr. Freeway (I-140)
4. Latitude:34°23'52"N Longitude:78°02'31" W of the main entrance to the project.
II. PERMIT INFORMATION:
L a.Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modification'
+Renewals with modifications also requires SWU-102—Renewal Application Feral
b.lf this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project(check one): '
❑Low Density %High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4.a.Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: 1.2 ac of Disturbed Area
❑NPDES hidustrial Stormwater 0404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI: htt ortal.nedenr.or 1 �st t� es laws
MAR 2 4 20%
Fonn SWU-]O1 Version 06Aug2012 Page 1 of BY;

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/Organ ization:Pender EMS And Fire Inc.
Signing Official &Title: 0nn
b.Contact information for person listed in item la above:
Street Address:805 Ridgewood Avenue
City:Burgaw State:NC Zip:28425
Mailing Address (if applicable):805 Ridgewood Avenue
City:Burgaw State:NC Zip:28425
Phone: (910 ) 259-0891 Fax: ( )
Email:[e-mail]
penderems.com
c.Please check the appropriate box.The applicant listed above is:
®The property owner(Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser*(Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2.a.Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official &Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
3.a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official &Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: { ) Fax: ( )
Email
4. Local jurisdiction for building permits: Fender County
Point of Contact: Phone#: (910 ) 270-2505 gp�}
ECEE V E
MAR 2 4 2094
Form SWU-101 Version 06Aug2012 Page 2 of 6 U
BY:

IV. PROJECT INFORMATION
1. In the space provided below,briefly summarize how the stormwater runoff will be treated.
The stormwater runoff will be routed thru a wet detention pond with an appropriately sized forebay.
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 II—Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 1.5 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':
1.5 acres
Total project area shall be calculated to exclude the following the normal pool of inzpounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water(NHW)line or Mean High Water
(MHW) line,and coastal wetlands landward from the NHW(or MHO) 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 =42 `%.
9. How many drainage areas does the project have?2 (For high density, count 1 for each proposed engineered
stormwater BMP. For lozo density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information Drainage Area 1 Drainage Area 2 Draina e Area_ Drainage Area
Receiving Stream Name Lower Long Lower Long
Creek Creek
Stream Class C/Sw C/Sw
Stream Index Number* 18-74-55 18-74-55
Total Drainage Area (sf) 43,277 3,636
On-site Drainage Area (sf) 1 43,277 0
Off-site Drainage Area (sf) 0 3,636
Proposed Impervious Area"* (sf) 24,194 3,636
% Impervious Area**(total) 55.9 100
Impervious—Surface Area Drainage Area 1 Drainage Area 2 Drainage Area_ Drainage Area_
On-site Buildings/Lots (sf) 5100+3464 0
On-site Streets (sf) 0 0
On-site Parking (sf) 11,642 0
On-site Sidewalks (sf) 1,552 0
Other on-site (sf) 0 0
Future (sf) 2,436 0
Off-site (sf) 0 3,636 M
Existing BUA*** (sf) 0 0
Total (sf): 24,194 3,636 BY:
Stream Class and Index Number can be determined at: lid://portal.ncdetn,.org/zoeb/wq/ps/esu/classifications
Impervious area is defined as the built upon area including, but not limited to, buildings, roads,parking areas,
sidewalks,gravel areas, etc.
Form SWU-101 Version 06Aug2012 Page 3 of 6

'Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that is
to be removed and which will be replaced by new BUA.
11. How was the off-site impervious area listed above determined? Provide documentation. Driveway
Projects in Union County: Contact DWQ Central Office sufjto check if the project is located within a Threatener)&
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A NCAC 02B.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from httl2://12ortal.ncdenr.org/web/wq/ws/su/bmp-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 from ham://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at htto'//portal.ncdennorg/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 htto'//portal ncdennorg/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. _W
2. Original and one copy of the signed and notarized Deed Restrictions& Protective Covenants ':5:W
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed signed and dated) and O&M 5HQ
agreement(s) for each BMP.
4. Permit application processing fee of$505 payable to NCDENR. (For an Express review, refer to 59R
htti?://www.envhelp.org/12ages/onestol2exi2ress.htmi for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages)describing the stormwater treatment/management for
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 'h mile of the site boundary, include the 'h
mile radius on the map.
7. Sealed, signed and dated calculations (one copy). -.rat
8. Two sets of plans folded to 8.5" x 14" (sealed,signed, &dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
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 elevation q IV E'
1. Details of roads, drainage features,collection systems,and stormwater control Lasures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineat 6 by�y�s 2 4 20��
qualified person. Provide documentation of qualifications and identify the peen vl3M�P
made the determination on the plans.
n. Existing drainage(including off-site), drainage easements, pipe sizes, runoff calftUtioza
Form SWU-101 Version 06Aug2012 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 SHWT elevations(Please identify JJ�
elevations in addition to depths)as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type,expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO:Schedule a site visit for DWQ to verifij the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book:4386 Page No: 0085 in
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC 7AC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la,2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State,otherwise the application will be returned.
http://www.secretarV.state.iic.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built-upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
ht!p://portal.ncdenr.org/web/wg/ws/su/statesw/forms_docs.Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below,the permit holder(s)certify that the recorded property restrictions and
protective covenants for this project,if required,shall include all the items required in the permit and listed
on the forms available on the website,that the covenants will be binding on all parties and persons claiming
under them,that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm)so that they may provide information on your behalf for this project(such as
addressing requests for additional information).
Consulting Engineer:lohn Richards,PE
Consulting Firm: Thomas &Hutton
Mailing Address:1350 Farrow Parkway
City:Myrtle Beach State:SC Zip:29577
Phone: (843 ) 839-3545 Fax: (843 ) 839-3565
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or hjpe name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or hjpe name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Infonmation, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal,which indicates the
party responsible for the operation and maintenance of the stormwater system. �+ ¢
ECEOVE
MAR 14 2014
Form SWU-101 Version 06Aug2012 Page 5 of 6 BY.

As the legal property owner 1 acknowledge, understand, and agree by my signature below, that if my designated
agent(entity listed in Contact Information, item 1)dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days;otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to$25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
1, a Notary Public for the State of County of
do hereby certify that personally appeared
before me this_day of and acknowledge the due execution of the application for a
stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
\I� IIIIII//
1, (print or type name of person listed in Contact tnagniYW)p)
certify that the information included on t}lis rt apph}cat4y 'farm is, to the best of my knowledge,correct and
that the project will be constructed in conT ce 8R the' �f dyed plans, that the required deed restrictions
and protective covenants will be record' tt ��he (�rT4posZN'-oject complies with the requirements of the
applicable stormwater rules under 15A3J A 5006 and ariy.ettler applicable state stormwater requirements.
Signature: S Date:-47
y
FOR PLO '
\I, Noty 1 btic;ort�e State of tl ounty of
do hereby certify that ' U r ersonally appeared
before me this day of m ,h and acknowledge t e due xelncution of the application for a
stormwater permit. Witness my hand and official seal, Q LIB `�_ �11 114
SEAL
My commission expires (1
MAR 2 4 20%
Form SWU-101 Version 06Aug2012 Page 6 of 6 BY'---

MEMORY TRANSMISSION REPORT
TIME :03-28-2014 10:18
.- FAX NO.1
NAME
FILE NO. 025
DATE 03.28 10:17
TO :n 918438393565
DOCUMENT PAGES 8
START TIME 03.28 10:17
END TIME 03.28 10:18
PAGES SENT 0
STATUS 0050
***TX FAILURE NOTICE"'
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MEMORY TRANSMISSION REPORT
TIME :03-28-2014 10:43
r� FAX NO.1
NAME
FILE NO. 027
DATE 03.28 10:42
TO n 918438393565
DOCUMENT PAGES 8
START TIME 03.28 10:42
END TIME 03.28 10:43
PAGES SENT 0
STATUS 0050
"'TX FAILURE NOTICE"'
sr¢re or Norae c¢rmmn
n.p.raa..ar or�awronv..ar.aa N.aura nmoo.c..
womin¢aa.Rv¢mna um��
Pat Af Crory. Gov.ravr FA.X COVER 61IB:ET Juhn SShvar/o/1/. 9varobry
Paz: g f 3 � g a y -' �S 6 5 Pax: C21Q1.3 f l- 04
12l Cv[Iln vl Plv.Ea[[m.lon.Wan+inaton•NC 2ai0a (9f 0)146-')213 An tlqurl ClpDomrn I,AT�nr.rlw Aaaon£m pioyar

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Pat McCrory, Governor FAX COVER SHEET John E Skvarla III, Secretary
Date: �`� No. Pages(excl.cover): 7 —
To: �l v ��A D S From: Jo Casmer
Cc: //O''/AS ld T i O Phone: [phone]
Fax: 8, S 9 3 5 ,6 5 Fax: [phone]
Re: STAT ' o ,✓ Z�— 9i f�i �rtr✓ 4�/ �fZ /
sGvB / �fo3i5
limy "� % Ss ✓� � — /�ai � Gc7�Y / i7
127 Cardinal Drive Extension,Wilmington,NC 28405•[phone]•An Equal Opportunity Affirmative Action Employer

THOMAS & HUTTON
1350 FARROW PARKWAY I MYRTLE BEACH, SC 29577
POST OFFICE BOX 8000 1 MYRTLE BEACH, SC 2 95 7 8-8000
843.839.3545 1 WWW.THOMASANDHUTTON,COM
February 24, 2014
Ms. Christine Nelson
NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Stormwater Management
Permit Application
Station 29, Hwy, 421
24724.0001.303
Dear Ms. Nelson:
On behalf of Pender EMS Arid Fire, Inc., we are pleased to submit the Stormwater
Management Permit Application for the above referenced project under the express review
program. The following items are included for your review:
• Application fee
• One (1) original and one (1) copy of the completed Stormwater Management
Application Form;
• One (1) original copy of the Wet Detention Basin Supplement including the required item
checklist and executed Operation and Maintenance agreement;
• One (1) copy of the Articles of Amendment for Nonprofit Corporation;
• One (1) copy of current deed;
• One (1) copy each of the Land Management Group- No Wetland Letter
• One (1)copy of Stormwater and Erosion Control Design Considerations including Project
Narrative, USGS Vicinity Map; and
• Two (2)copies of Site Development Plans.
Please review the application, and if everything is in order, we respectfully request
NCDENR approval. Please feel free to contact me at [phone] should you have any
questions or comments. Thank you for your time and assistance with this project.
Sincerely,
THOMAS & HUTTO
� .
John Richards, PE
Principal/Project Manager
Enclosures: as listed above C
cc: Jack Reel, PE/Thomas and Hutton ECIEIVE
MAR 2 4 2014
BY:�_
SAVANNAH, GA I CHARLESTON, SC I WILMINGTON, NC I BRUNSWICK, GA

j
r '
STATION 29, Hwy, 421
PENDER COUNTY, NORTH CAROLINA
STORMWATER & EROSION CONTROL
DESIGN CONSIDERATIONS
PREPARED FOR
PENDER EMS AND FIRES INC.
i 14AR 2 4 2014 If
ATE: 2/24/14
�,. •l � o ZH Aq
M�45 �
�`*Of••THO •'•'y9'i OfQ'pFE88 p�O�j2'i
t &HUTTON •_ *_ y L
cmTij ENGINEERINGo.
�t No.CoO28,5 -
�` - '`�e�`� ' 24724.0000
THOMAS & HUTTON ENGINEERING CO.
�p e
SAVANNAH, GEORGIA
}:rO 7 BRUNSWICK , GEORGIA
m WILMINGTON, NORTH CAROLINA
CG CHARLESTON, SOUTH CAROLINA
I
�FE R I aG MYRTLE BEACH, SOUTH CAROLINA
ST. SIMONS ISLAND, GEORGIA

i
TABLE OF CONTENTS
SECTION 1 - MAPS
1.1 Location Map 8'h" x 1 1" Map
1.2 Quadrangle Map 81h° x 11" Map
1.3 FEMA Map 81h" x 11" Map
1.4 Soils Map 81h" x I I" Map
SECTION 2 - Project Narrative
SECTION 3 - State Stormwater, Sediment and Erosion Control Calculations
3.1 Wet Detention Basin Supplemental Calculations
3.2 Sediment Basin Design Considerations
3.3 Rear Swale Colcs
SECTION 4- Specifications

PROJECT NARRATIVE
The Station 29, Hwy, 421 Fire Station is a proposed building to be located on 1.5 acres on the
northwest side of Hwy. 421 in Pender County, NC. The project site is approximately 8'h miles
north, along Hwy. 421, of the John Jay Burney Jr. Freeway (1-140). According to the Ponder
County Soil Survey, the native soils on site primarily consist of Alpin (A). The current site conditions
consist of low brush with good ground cover. The existing topography is sloped at an average
slope of 3-5%. The pre-development runoff for the, site drains via overland flow to an existing
ditch along the southeastern property line, along Hwy. 421. The site is part of the Lower Long
Creek watershed which is classified C;Sw (index 18-74-55) and within the Cape Fear River Basin.
The site is NOT located within one-half mile of the SA watershed AND this site is NOT located
within 575 feet of HQW; therefore, the erosion control measures have been designed for the
peak flow from the 10 year storm event.
The proposed Fire Station will ultimately consist of a 5,100 sf building, parking lot, drives, and
associated utilities. The total land disturbance area is approximately 1.2 acres. The post
development storm water runoff will be stored and treated by the proposed on-site wet
detention basin. The basin will have an emergency outlet for runoff greater than the 1.5" design
storm (outlet structure and rip rap lined weir). The run-pff will be conveyed to the basin via a
combination of sheet flow, swales and culverts. Rip Rap will be provided at areas of
concentrated flow for velocity and erosion control. The storm drainage system will be privately
owned and maintained per Town and State regulations.
BMP's will be used and maintained throughout the construction of the project to minimize
sediment and erosion control. The wet detention basin will be used as a sediment skimmer basin
during construction activities and converted to a permanent wet detention basin per the plan
details. Additional sediment control devices will consist of temporary silt fencing, grassing, rock
pipe inlet protection, and rip rap stabilization at outlets and areas of concentrated flows. All
sediment and erosion control devices will be in-place prior to construction and/or constructed
as necessary. The project engineer and/or designated agents for the owner will monitor all
sediment and erosion control devices during construction. The sediment and erosion devices
will be removed after permanent stabilization of the site has been accomplished. The
anticipated construction sequence is as follows:
1. Install Construction Entrance
2. Install Silt Fence;
3. Clearing and Grubbing;
4. Install Sediment Basin;
5. Install Drainage Conveyances;
6. Install Inlet Protection;
7. Install Skimmer and Porous Baffle And Other Erosion Control Measures;
8. Install Water &Sewer Services;
9. Site rough grading;
10. Building construction;
11. Parking Lots and Final Grading;
12. Final Grassing and Stabilization; and
13. Convert Sediment Basin to Wet Detention Basin per design specifications and details
once the site is permanently stabilized.

PROJECT NAME: STATION 29, HWY. 421
PROJECT LOCATION: PENDER COUNTY, NC
JOB No.: 24724 CALCULATED BY: DDL
F1, DATE: 2/24/2014 CHECKED BY: JDR
THOMAS & HUTTON REVISED:
SUPPLEMENTAL CALCULATIONS-WET DETENTION POND 1
Site Characteristics
Drainage area 43,277.00 ft' 0.99 acre Impervious Breakdown:
Impervious area 24,194.00 fit 0.56 acre 5,100 SF-Rooftops
%impervious 55.90 % 11,642 SF-Onsite Pvml
Design rainfall depth 1.50 in 1,552 SF-Sidewalks
SA Watershed N 3464 SF-Pond+Forebay Wall
2,436 SF-Future Owe
0 SF-Offsite Pvmt-going to pond
3,636 SF-ORsite Pvmt
0 SF-Offsile Sidewalks
4,245 SF-Offsite Ditch
2,761 SF-OBSite Median
0 SF-Future OfIsite Sidewalk
Water Quality Volume Required
Non SA watershed requires 1.5"runolf volume over the entire drainage area.
1.5"Volume:
Volume of Runoff-V-(3630)(Design Rainfall Depth)(Rv)(Drainage Area)
where: Rv-0.05+0.009N)
Rv-Runoff Coefficient-Storm Runoff(inches)I Storm Rainfall(inchm)
4-Impervious Fraction=Impervious Parton of the Drainage Arm(acres)I Drainage Area(acres)
1 55.90 %
Rv- 0.553
Design Rainfall Depth- 1.50 in.
Drainage Arm- 0.99 acres
1.5"Volume- 2,992 fl'
Volume Required- 2,992 fta
Page I of 7

PROJECT NAME: STATION 29, HWY. 421
PROJECT LOCATION: PENDER COUNTY, NC
JOB NO.: 24724 CALCULATED BY: DDL
DATE: 2/24/2014 CHECKED BY: JDR
THOMAS & HUTTON REVISED:
SUPPLEMENTAL CALCULATIONS-WET DETENTION POND 1
Storage Volume-Actual Volume Provided
Insen elevation and corresponding surface area
Stan with permanent pool elevation and work to freeboard elevation(min. 1'fmm top of bank)
Label Basin Elevations ELEV. AREA INCR, CUM.
(R') VOLUME(R') VOLUME(W)
Permanent Pool 39.0 3 332 0 0
Top of Veg Shelf 39.5 4.478 1,953 1,953
Temporary Pool 40.0 4,953 2,358 4.310 Elevation of next outlet above Permanent Pool
Maximum State 41.0 5 946 5,450 9 760
Free Board 42.0 6,996 6,471 16,231
Top of Bank 42.5 7,541 3,634 19,865
Volume Provided= 4,310 R' OK
Peak Flow Calculation-Rational C.Pre-Development
Area Description RwoR Area
Table 3-2 Coefficient,C ac
Unimproved Areas 0.35 0.99
' Composite Runoff Coefficient,C 0.35
Peak Flow Calculation-Rational C.Post-Development
Arm Description Runoff Area
Table 3-2 Coefficient C ac
Lawns sandy soil,averse 0.15 0.44
Impervious 0.95 0.56
Composite Runoff Coefficient,C— 0.60
Peak Flow Calculation-Pre-Development
Peak Flowrate,Q-C9'A
C- 0.35
1- 0.15 inthr hito'//hdsc.nsys.noaa.00v/hdsc/pfc1
A- 0.99 acres
Q- 0.05 cfs
Page 2 of 7

PROJECT NAME: STATION 29, HWY. 421
PROJECT LOCATION: PENDER COUNTY, NC
JOB NO.: 24724 CALCULATED BY: DDL
DATE: 2/24/2014 CHECKED BY: JDR
THOMAS & HUTTON REVISED:
SUPPLEMENTAL CALCULATIONS-WET DETENTION POND 1
Peak Flow Calculation-Post-Development
'Ihe basic equation for orifices is:
Where: Q - Discharge(efs)
Cn - Coefficient of discharge(dimensionless)-see Table 3-8
A - Cross-sectional area of flow at the orifice entrance(sq ft)
g = Acceleration of gravity(32,2 ft/see)
Ho - Driving head(ft),measured from the rentroid of the orifice area to
the.eater surface-Note:Usually use Ho/3 to compute
drawdown through an orifice to reflect the fact that head is
decreasing,as the drawdown occurs.
NOTE:For peak flow,use maximum driving head,Ho
tiRvre}2
\ivm.rea�rrirn r6roupL�n nrilim
110
.l-AR'
R,
Table 3-8
Values of Coefficient of Discharge,Co(Malcom, 1989)
Entrance Condition CD
Typical default value 0,60
Square-edged entrance 0.59
Cunrrete pipe,grooved end 0.65
Corrugated metal pipe,mitred to slopa• 0.52
Corrugated mclal VipJttting from fill 10)
Page 3 of 7

PROJECT NAME: STATION 29, HWY. 421
PROJECT LOCATION: PENDER COUNTY, NC
JOB No.: 24724 CALCULATED BY: DDL
DATE: 2/24/2014 CHECKED BY: JDR
THOMAS & HUTTON REVISED:
SUPPLEMENTAL CALCULATIONS-WET DETENTION POND 1
All variables to calculate maximum discharge,Q are known except driving head,Hu
Need temporary pool in detention pond for design storm
Label Basin Elevations ELEV. AREA [NCR. CUM.
fl' VOLUME(fl') VOLUME III')
Permanent Pool 39.00 3,332.00 0.00 OM
Top of veg Shelf 39.50 .4,478.00 1952.50 1952.50
I emporary Pool 40.00 4,953.00 2,357.75 4,310.25
Maximum Stage 41.00 5946.00 5449.50 9,759.75
Free Board 42.00 6996.00 6471,00 16230.75
Top of Bank 42.50 7,541.00 7 634.25 19 865.00
Volume required to contain from design storm(A)- 2,992
Therefore,temporary pool elevation is between stages and cumulative volumes:
Sla a Cum.Volume
39.50 1952.50
40.00 1 4,310.25
Using Interpolation to Determine Temporary Pool elevation at Volume- 2,992
Calculated Temporary Pool Elevation(feel)- 39.72
Provided Temporary Pool Elevation(feet)- 40,00 (Elevation of next outlet above Permanent Pool)
Other Variables for Orifice Equation
Co- 0.6
Diameter of0rifice(in.)- I
Normal Pool Elevation(fl)- 39.00
Head(fl)- 0.96 (Based on"Provided"temporary pool elevation)
Max Discharge,Q(efs)- 0.03
Page 4 of 7

PROJECT NAME: STATION 29, HWY. 421
PROJECT LOCATION: FENDER COUNTY, NC
JOB NO.: 24724 CALCULATED BY: DDL
DATE: 2/24/2014 CHECKED BY: JDR
THOMAS & HUTTON REVISED:
SUPPLEMENTAL CALCULATIONS-WET DETENTION POND 1
Basin Elevations
Label Basin Elevations ELEV. AREA [NCR. CUM.
flr VOLUME fP VOLUME(W)
Bottom Sed.Storage 34.00 230.00 0,00 0.00
Top SW Storage 35.00 693.00 461.50 461.50
36.00 1122.00 907.50 1,369.00
37.00 1577.00 1,349.50 2,718.50
38,00 2,063.00 1820.00 4,538.50
Bottom of veg Shelf 38.50 21317.00 1,095.00 5 633.50
Permenam Pool 39.00 3 332.00 1 412.25 7045.75
Label Basin Elevations ELEV. AREA INCR. CUM.
02) VOLUME(fl') VOLUME fi'
Permanent Pool 39.00 3,332.00 0.00 0.00
Top of Vcg Shelf 39.50 4478.00 1952.50 1952.50
Temporary Pool 40.00 4 9511.00 2 357.75 41310.25
Maximum Stage 41.00 5,946.00 5,449.50 9,759.75
Free Hoard
To of Bank 1 42.50 7,541A0 3634.25 1 19,865.00
Information as shown in Figure 10-26
Elevation Area flr Incr.Vol. Cum.Vol.
Sediment Cleanout Bottom 35.00 230.00 0.00 0.00
Sediment Cleanoul Top(Bottom Pond)= 35.00 1 693.00 1 461.50 461.50
Seasonal High Water Table= 39.50
Bottom of Vegetated Shelf= 38.50 231200 1095.00 5,633.50
Pcmenam Pool= 39.00 3,33100 1412. 55 7045.75
Tap ofVegclated Shelf= 39.00 4478,00 1952.50 1,952.50
Temporary Pool(Peak During Design Slorm)= 39.72
Page 5 of 7

i'
PROJECT NAME: STATION 29, HWY. 421
PROJECT LOCATION: PENDER COUNTY, NC
JOB NO.: 24724 CALCULATED BY: DDL
DATE: 2/24/2014 CHECKED BY: JDR
THOMAS & HUTTON REVISED:
SUPPLEMENTAL CALCULATIONS-WET DETENTION POND 1
Volume and Surface Area Calculations-SA/DA Ratio
Figure 10-2b from BMP Manual Errata(8-5-08)
'Pagelalion nol shown . dam, Average depth of permanent pool to use in the SA/DA tables(ft)
Option l: da, _
"F2ard.ned Ay,,,,• yaer
amargencY ovv>flow rr // l r( A­- 1 r l
notshown Option 2: df• D.25x11+ As°"a's J�+I �''"s+ � Depth J�
"SSdi slops stobihzed L 11 �••-w+ Ll 2 l'9ew-'am
per PBjadgment Temporarypool Vegetated' Freeboard level
Permanent pool Side slope (I a above max stage)
Bottom of vegetated shelf
Outlet above Bottom of pond(Sediment Vegetated' 1.4 Max Stage
temporvy pool-- clean-out top elevation) shelf ; Fore bay
Sediment clean-out loft, 10:1 ;Side Flopes •+'n
Outlet orifice bottom elevation Side slope
wn —z:1
e� ii • arm ,ti
r t epth Dt eb twser(bomn,01a 1 sad' a o-('.pond(eztslud_ei aed at)(ft9 :i
Svrfat.area atbo a (laelust !!an
- am goad 6t For bn i))C� ft
Sudice astf Enermecan� ool(i 1 a meinlp ads fefeb y(a)( 'p nu
t t urface�area b oxl a d'exaludtngia tmeptla age(aaa' Aood�only)(T
e 1,peam t'`2�p inc t toato eo f bAy(+.,excludea aedsmeet)(R
Permanent Pool Volume(Rt) 7,045.8
Permanent Pool Area(0s) 3,332.0
Option I-Average Depth(fl) 2.11
Bottom Vegetated Shelf Area(fl°) 2317.0
Permanent Pool Area(11) 3332.0
Bottom Pond Area(R) 693.0
Depth A, 3.5
Option 2-Average Depth(fl) 2.6973
Average Depth f'or use in Table(fl) 3 (rounded down to nearest 0.5')
Impervious Arm(flt) 24,194.oD
Drainage Area(fl°) 43,277.00
Impervious Area%(Use in'rable) 55,90% Use 56.00%
TSS Removal Required(:) 90
SA/DA Ratio(Table 1.1) 5.31
Page 6 of 7

PROJECT NAME: STATION 29, HWY. 421
PROJECT LOCATION: PENDER COUNTY, NC
JOB No.: 24724 CALCULATED BY: DDL
DATE: 2/24/2014 CHECKED BY: JOR
THOMAS & HUTTON REVISED:
SUPPLEMENTAL CALCULATIONS-WET DETENTION POND 1
Volume and Surface Area Calculations-Surface Area Required
SA/DA Ratio(Table l,l) 5.31
Drainage Area(ft') 43,277.00
SA Required(ft') 2,296
SA Provided(0) 3,332 OR
Volume and Surface Area Calculations-Forebav Volume
Label Basin Elevations ELEV. AREA fNCR. CUM.
(fl' VOLUME(RI) VOLUME(ft'
Bottom Sed.Storage 34.00 0.00 0.00 0,00
Top Sea Storage 35.00 257.00 128.50 128.50
36.00 436.00 346.50 475.00
37.00 619.00 527.50 1002.50
A00 807.00 713,00 1,715.50 1
Bottom of Vcg Shelf 38.50 903.00 427.50 902.50
Permanant Pool 39.00 11049.00 488.00 1,390.50
From AutoCAD Forcmy Volumc(ft')- 1,391
Percentage of Permanent Pool Volume= 19.7%
Volume and Surface Area Calculations-'Pemu Pool SA Provided
Use interpolation to End surface area provided by temporary pool:
Elevations and areas around temporary pool surface area,
Elevation Surface Area
39.50 4,478.00
40.00 4,953.00
Calculated Temp Pool Elevation- 39.72 (Not Provided Temp Pool)
Temp Pool Surface Area(ft')- 4,687.48
Drawdown Calculations-Treatment Volume Drawdown Time
Using Orifice Equation and driving head of Ha 13 to account for head decreasing over time
Co. 0.6
Diameter of0rifice(in.)- I
Driving Head(fl) 0.32
Average Discharge(cfs)= 0.01
To get drawdown time,divide design volume by average discharge:
Required Design Volume(0')= 2.992
Average Discharge(cfs)- 0.01
Drawdown Time(sec)- 201,598.27
Drawdown Time(days)- 2.33
Page 7 of 7

Station 29, Hwy. 421 Wet Pond Sediment Basin Prepared By: DDUJDR
U.S. Hwy 421 Design Considerations Thomas Hutton Engineering Co.
Pender County, NC 2/24/2014
Selection of Sediment Control Measure
0.99 Total Drainage Area User entry
Okay Temporary Sediment Trap Calculated Value
Okay Rock Dam,
Okay Skimmer Sediment Basin
Okay Temporary Sediment Basin
0.99 Disturbed Area (Acres)
5.35 Peak Flow from 10-year Storm (cfs)
10-Year Peak Inflow
Description C Area ac
Grass 1 0.1 0.43
Impervious I • 0.95 0.56
Composite Runoff Coefficient, C = 0.58
Peak Flowrate, 010 = C' I 'A
where: C = 0.58
1 = 9.31 in/hr"
A= 0.99 acres
010= 5.35 cfs
"T, = 5min

Station 29, Hwy. 421 Wet Pond Sediment Basin Prepared By: DDL/JDR
U.S. Hwy 421 Design Considerations Thomas Hutton Engineering Co.
Pender County, NC 2/24/2014
Skimmer Basin
Okay
Y,4 0.99 Disturbed Area(Acres)
S.35 Peak Flow from 10-year Storm (cfs)
1782 Required Volume ft3(1800 ft3 per disturbed acre)
1740 Required Surface Area ftz(325 ftz per Qto inflow)
29.5 Suggested Width ft
59.0 Suggested Length ft
Storage Volume -Actual Volume Provided
Surface areas taken from CAD
Label Basin Elevations ELEV. AREA INCR. cum.(ft') VOLUME VOLUME(ft')
Permanent Pool 39.0 3,332 0 0
39.5 4,478 1,953 1,953
Temp Pool Elev. 40.0 4,953 2,358 4,310 Size Skimmer based on actual
- - storm water volume
Top of Bank 1 42.5 1 7,541 1 15,618 1 19,928
Volume Provided= 4,310 ft' OK

Station 29,Hwy.421 Wet Pond Sediment Basin Prepared By:DDLIJDR
U.S.Hwy 421 Design Considerations Thomas Hutton Engineering Co.
Pander County,NC 2124/2014
Calculate Skimmer Size
Basin Volume in Cubic Feet F93
Cu.Ft Skimmer Size 1.5 Inch
Days to Drain' Days Orifice Radius 0.7 Inch[es]
Orifice Diameter 1.4 Inch[es]
'in NC ossume 3 days to Ealn
Estimate Volume of Basin Length Width
Top of water surface In feet Feet VOLUME 0 Cu.Ft.
Bottom dimensions in feet Feet
Depth in feet Feet

Station 29,Hwy.421 lob: 24724.0000
Pender EMS&Fire, Inc. Date: 2/24114
Thomas&Hutton Engineering Co. Revised:
Swale Design Considerations By: DDUJHR
Rear Swale
1. Determine Design Flow using Rational Method
10 Year 25 Year
Draiange Area(A)= 15568 sf Draiange Area(A)= 15568 sf
Runoff Coefficient C= 0.1 (Grass) Runoff Coefficient C= 0.1 (Grass)
10 Year Intensity(1)= 9.31 in'hi (Te=5min) 25 Year Intensity(1)= 10.5 in%hr(Tc=5min)
Qua=CIA= 0.3 cfs Q2y=CIA= 0.4 cfs
11. Check Swale Permissible Velocity and Flow
Proposed Channel Grade= 0.01 ft/ft
Proposed Vegitation= Gras-Bermuda
Soil Type= Easily Eodable
Pennissable Velocity,Vp= 5.0 fr/sec('fable 8.05a.NCDENR Erosion and Sediment Control Planning and Design Manual)
Retardance Class= "0"cut(Table 9,05c)
Trapezoidal Shape Channel Dimensions:
designing to ma:t low rclardance c.nndition(class"D")
design to meet VP
Note: All Grass Swales have Z=5:1 (max)and d= 1.5 ft(min)
Z= 5
T= b+2dZ= ]Oft
A= bd+Zd2
R= (bd+Zd')/((b+(2d(Z'+ 1)as)
S= 0.010
'from Figure 8.05c
**from Manning's Eq.
10 Year
R.. Flow Wet Area Hydr. "*Vio **V. Q..
b(ft) d(ft) A(W) (ft) Depth(ft) (ft') R(ft) *n (fps) (ft/sec) (ft`/sec) Comments
0 1.50 11.25 0.74 0.03 0.004 0.01 0'00 0.04 0.61 6.83 Via<Vp,OK
Q...>Q10,OK
25 Year
R.. Flow Wet Area Hydr. ••V2, "V.. Qnu
b(ft) d(ft) A(ft') (ft) Depth(ft) (ft') R(ft) •n (fps) (ft/sec) (ft'/sec) Comments
0 1.50 11.25 (1.74 0.03 0.006 0.02 0.201) OM5 0.61 6.33 V25<Vp,ON
Q..>Qn.OK
111. Evaluate need for Temporary Liner
Pennissable Velocity for bare earth, Vp= 2.5 ft/sec (fable 8.05d)
2 Year Intensity(I)= 7.15 inlhr(fc=5min)
Q2=CIA= 0.3 cfs
Determine Velocity and Depth of Flow for 2 year,24 hour Storm. Use mannings"n"of 0.022
Wet
Flow Area *-V2 **V.. Qn
An„(W) R..(fi) Depth(ft) (ft') Rs(ft) n (fps) (ft/sec) (ft'/sec) Comments
11.25 0.74 0.02 0.00 0.01 0.022 0.34 5.52 62.08 Q>Q2,OK
V,<Vp,Temp Liner
Not Needed
2/20/2014 z:anaua24 wn�or4 a000-Appmei.x-Cony swie.m Swim rnp uio.e, Page I of I

FILED BK3465PG 193
08 IlAY 21 AN 10: 24
PfN a JOTCE H.SY7ICEGOOD
�4-8a-`�S?o-oocoEG;STIR OF DEEDS
Ov DA ob INT_� nENDER COUNTY,NC
Prepared'by: Alley, Register& McEachern THE ATTORNEY PREPARING
701 North 4"Street THIS INSTRUMENT HAS MADE
Wilmington, NC 28401 NO RECORD SEARCH OR TITLE
EXAMINATION AS TO THE
Mail after recor in o: PROPERTY HEREIN DESCRIBED
Corbett Sand, LLC UNLESS THE SAME IS SHOWN
c/o Anthony L.Register BY HIS WRITTEN AND SIGNED
701 North 41"Street CERTIFICATE
Wilmington,NC 28401
Tax Parcel ID# 2284-82-7530-0000
STATE OF NORTH CAROLINA
COUNTY OF PENDER 1
NORTH CAROLINA NON-WARRANTY DEED
THIS INDENTURE made this_-6,___day of May,2008,by and between Corbett
Brothers, LLC, a North Carolina Limited Liability Company,f/k/a Corbett Brothers,
a North Carolina General Partnership, Grantor, and Corbett Sand, LLC, a North
Carolina Limited Liability Company, Grantee.
The designation Grantor and Grantee as used herein shall include said parties,their
heirs,successors and assigns,and shall Include singular,plural, masculine,feminine or
neuter as required by context.
WITNESSETH:
WHEREAS,that the Grantor,fora valuable consideration paid by the Grantee,the
receipt of which is hereby acknowledged,has and by these presents does grant,bargain,
sell and convey unto the Grantee in fee simple,all that certain lot or parcel of land situated
in the County of PENDER and State of NORTH CAROLINA', and more particularly
described as follows:
Recorded and vcrif ed
�)cc M.Swicegood
eeirier of Dce65
ender Connty.NC
ECEC 'W
MAR 2 4 20%
BY:

OK3465PG 194
BEING A TOTAL OF 1189.74 ACRES,MORE OR LESS,AND BEING LOCATED ON
HIGHWAY 421 AND LONG CREEK IN GRADY TOWNSHIP, FENDER COUNTY,
NORTH CAROLINA A PORTION BEING KNOWN AS THE T.J. HENRY LANDS.
TOTAL ACREAGE TAX PARCEL ID#2284.82.7530.0000.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple.
Ar4d the Grantor covenants with the Grantee,that Grantor is seized of the premises
in fee simple, has the right to convey the same in fee simple,that title is marketable and
free and clear of all encumbrances, and that Grantor will warrant and defend the title
against the lawful claims of all persons whomsoever except for the exceptions hereinafter
stated.
Title to the property herelnabove described is subject to the following exceptions:
2008 ad valorem taxes and previous years
Rights of way and easements of record, if any
Zoning and other governmental regulations
IN WITNESS WHEREOF,the Grantor has hereunto set his hand and seal,the day
and year first above written.
Corbett Brothers, LLC,a North Carolina
Limited Liability Company,f/kla Corbett
Brothers,a North Carolina General Partnership
By:
Sandra C. Hiatt--Member/Manager
Barbara C.Olsen--Member/Manager
F/t�b�t��
Elizabeth F. Corbett— Member/Manager by
Selah C. Hebbard f/k/a Selah Corbett Norwood
Attorney in Fact
WGCrckd64i/teu( ���(otiwl
Eli beth F. Corbett— ember/Manager by (�
Anna Kearney— Attorney in Fact

N, 3465PG 195
STATE OF NORTH CAROLINA COUNTY OF NEW HANOVER
I, I ,l) e„�� ,, M A\C— ,a Notary Public of the State and County
aforesaid, certify that- andra C. Hiatt, personally appeared before me this day and
acknowledged that she is a Member/Manager of Corbett Brothers, LLC, a North
Carolina Limited Liability Company,flk/a Corbett Brothers,a North Carolina General
Partnership,and that she,as Member/Managerand being authorized to do so, executed
the foregoing instrument on behalf of Corbett Brothers,LLC,
ss my hand and official stamp or seal,this (e, day of May, 2008.
Nota Public
'rFEzpires: 1 N 'L
STATE OF NORTH CAROLINA COUNTY OF NEW HANOVER
I, l,�)S „�I V4'r 1 01 a Notary Public of the State and County
aforesaid, certify that arbara C. Olsen, personally appeared before me this day and
acknowledged that she is a Member/Manager of Corbett Brothers, LLC, a North
Carolina Limited Liability Company,f/k/a Corbett Brothers,a North Carolina General
Partnership,and that she,as Member/Managerand being authorized to do so, executed
the foregoing instrument on behalf of Corbett Brothers,LLC.
my hand and official stamp or seal,this S day of May, 2008.
7 aeVralik'��� is
Nofary Public
mi55�1a�F1 ires:

OX3If65PG 196
STATE OF NORTH CAROLINA COUNTY OF NEW HANOVER
V�('rn�� �/ funsc, tat
I, � �--�I �wvp Notary Public of the County and the the Slate
aforesaid, do hereby certify that Selah C. Hebbard f/k/a Selah Corbett Norwood, '
attorney in fact for Elizabeth F. Corbett, personally appeared before me this day, and
being by me duly sworn,says that she executed the foregoing and annexed instrument for
and in behalf of the said Elizabeth F.Corbett as Member/Manager of Corbett Brothers,
LLC, a North Carolina Limited Liability Company, f/k/a Corbett Brothers, a North
Carolina General Partnership,and that her authority to execute and acknowledge said
instrument on behalf of Elizabeth F.Corbett as Member/Manager of Corbett Brothers,
LLC is contained in an instrument duly executed, acknowledged, and recorded in the
Office of the Register of Deeds in the County of Pander,State of North Carolina,in Book
2075,Page 312,and that this instrument was executed under and by virtue of the authority
given by said instrument granting her power of attorney,
I do further certify that the said Selah C.Hebbard f/k!a Selah Corbett Norwood
acknowledged the due execution of the foregoing and annexed instrument for the purposes
therein expressed for and In behalf of the said Elizabeth F.Corbett,being authorized to
do so on behalf of Corbett Brothers,LLC,
Witness my hand and official stamp or seal,this a day of May, 2008.
YaUM L)
Notary Public
My Commission Expires; 9"1 4Z _ ,
aMp h
"m UO7gO i�,,j.

STATE OF NORTH CAROLII^NA EX 3 4 6 5 PG 1 g�OUNTY OF NEW HANOVER
I, � `YI A•Aa� , a Notary Public of the County and the State
aforesaid,do hereb rtify that Anna Kearney,attorney in fact for Elizabeth F.Corbett,
personally appeared before me this day, and being by me duly sworn, says that she
executed the foregoing and annexed instrument for and in behalf of the said Elizabeth F.
Corbett as Member/Manager of Corbett Brothers, LLC, a North Carolina Limited
Liability Company,f/kla Corbett Brothers,a North Carolina General Partnership,and
that her authority to execute and acknowledge said instrument on behalf of Elizabeth F.
Corbett•as Member/Manager of Corbett Brothers, LLC is contained in an instrument
duly executed,acknowledged,and recorded in the Office of the Register of Deeds in the
County of Fender, State of North Carolina, In Book 2075, Page 312, and that this
instrument was executed under and by virtue of the authority given by said instrument
granting her power of attorney.
I do further certify that the said Anna Kearney acknowledged the due execution of
the foregoing and annexed instrument for the purposes therein expressed for and in behalf
of the said Elizabeth F.Corbett,being authorized to do so on behalf of Corbett Brothers,
LLC.
Witness my hand and official stamp or seal,this jl�,—day of May, 2008,
otary Pub'
My Commission Expires: 2 i
Z •o;, u =
h .r •,
• pUBt�G `,• `;y

Sharon Lear Uilloughby Register of Deeds
03-06-2014 13:54:04.000 Pander County, NC
NC REVENUE STAMP: $100.08 (#67335)
3-06-2014
1191IIIII�IIIIIIIIIII�IIIIIIIIIIII011 Sharo Lear 011oughblPROF
Pander County, NC Register of Deeds page 1 of 9
� MAR 14 1014
Ex ise Tax: $100.00
Pare �kumber:2284-82-7530-0000(Portion) BY.
Mail after recording to-Moore&Kenan A ys at Law;PO Box 957;Burgaw,NC 28425
This instrument was prepared by M RE&KENAN Attorneys at Law:Post Office Box 957;Burgaw,NC 28425
Brief Description for the index Tract A,Map Book 56, Page 1
NORTH CAROLINA SPECIAL WARRANTY DEED
THIS DEED made this 241°day of February,2014,by and between
GRANTOR GRANTEE
CORBETT SAND, LLC, PENDER EMS and FIRE, Inc.
A North Carolina limited liability company A North Carolina non-profit corporation
805 Ridgewood Road
Burgaw,NC 28425
Enter in appropriate block for each party:name,address,and, if appropriate,character of entity,e.g.,corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties,their heirs,successors,and assigns,and shall include
singular, plural,masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration received by the Grantee, the receipt of which
is hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in
fee simple, all that certain lot or parcel of land situated in Grady Township, Pender County, North Carolina
and more particularly described as follows:
Being all of Tract A consisting of 1.515 acres,more or less, as shown on a survey map entitled"Three Lot
Division On NCDOT Road For Pender EMS and Fire, Inc., Proposed Station No. 29 on U.S. Highway No.
421"as prepared by Daniel H. Thompson of Thompson Surveying Co, P.A. in January 2014 and recorded in
Map Book 56, at Page 1 in the Office of the Pender County Register of Deeds, State of North Carolina,
reference to which is hereby made for a more complete and accurate description.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
belonging to the Grantee in fee simple.
All of the property herein conveyed does not include the primary residence of a Grantor.
N.C.Bar Assoc. Form No. 3(0 1977
Printed by Agreement with the N.C. Bar Assoc.#003

IIIIIII II II II I II I II I I011111I IIII II III 9% !qy ui0;ie �0 ughb
Pender County, NC Register of Deeds page 2 of 9
And the Grantor covenants with the Grantee, that Grantor has done nothing to impair such title as Grantor
received, and Grantor will warrant and defend the title against the lawful claims of all persons claiming by,
under or through Grantors other than the exceptions listed hereinafter.
Title to the property hereinabove described is subject to the following exceptions:
1. Pender County ad valorem taxes for the year 2014 and subsequent years.
2. Restrictions of record, if any.
3. Pender County Unified Development Ordinance adopted and in effect as of February 24, 2014.
4. Utility, roadway and other easements of record, if any.
IN WITNESS WHEREOF, the Grantor has caused this instrument to be executed by each of its member-
managers of Corbett Sand, LLC effective as of the day and year first above written.
CORBETT SAND, LLC
By. J�" C U^ 0
Sel C. ebbard ^
Member-Manager
ze(l
W. Albert Corbett --
Member-Manager
1 i
/V
l.._
ar C. How rd
Member-Man ger
/J[ Gt- ___
Sandra . Hiatt
Member-Manager
Barbara C. Olsen
Member-Manager
J nnine C. Squires
ember-Manager
'-(
Rita C. Howle
Member-Manager
N.C. Bar Assoc.Form No.3 C 1977
Printed by Agreement with the N.C.Bar Assoc.#003

J
I
IISIIIIIIGIIIIIIitllIIIIIIIICIDIIIoll a43as f008];103lcughb�P OF
Pender County, NC Register of Deeds page 3 of 9
STATE OF NORTH CAR/OLINA
COUNTY OF NEW ✓ErL•
f i
1> C V&Zy't/ L &922/J Notary Public, certify that Selah C. Hebbard
personally came before me this day and acknowledged that she is a Member-Manager of Corbett Sand,
LLC, a North Carolina limited liability company and that she executed the foregoing instrument in the
name of the limited liability company as one of its member-managers.
Witness my hand and notarial seal this the day of XW6,0 2014:�
aau, ti.
Nc Publi ,✓ezyv L /V;�,eFIf {NOTARY ScAL.:},Y 0 O
s J •, a
My Commission Expires: GvJ� /� do/�' :1 Cv Q " =
V
N. C.Bar Assoc.Form No.3 ® 1977
Printed by Agreement with the N.C. Bar Assoc.fi003

Illill III II IIIII III Il�ill IIIA IIIII III t
Sharon Pear rt toughbyP OF
Pander County, NC Register of Deeds page 4 of 9
STATE OF NORTH CAROLINA
COUNTY OF AIEW !�A✓�✓�YL.
Notary Public, certify that W. Albert Corbett
personally came before me this day and acknowledged that he is a Member-Manager of Corbett Sand;
LLC, a North Carolina limited liability company and that he executed the foregoing instrument in the
name of the limited liability company as one of its member-managers.
Witness my hand and notarial seal this the_J 2�day of
2014.
Id
Netary Public Fvelyv /(//ez {NOTA^i S­%
My Commission Expires: /o, ?a✓,? y? t y v'
N.C. Bar Assoc. Form No.3® 1977
Printed by Agreement with the N.C. Bar Assoc.#003

IIIII IIII II IIIII I II I IIIII I I IIII I it III Sharon �ea69 i l loughbypROF
pander County, NC Register of Deeds page 5 of 9
STATE OF NORTH CAROLINA
COUNTY OF EW
�/V Z. IVI9e,ei'✓ Notary Public, certify that Mary C. Howard
personally came before me this day and acknowledged that she is a Member-Manager of Corbett
Sand, LLC, a North Carolina limited liability company and that she executed the foregoing instrument
in the name of the limited liability company as one of its member-managers.
Witness my hand and notarial seal this the e� dayof
2014. /ei
No ary Publi Eli�zy�/ /J/o/l�a {NOTATA SAE} t
My Commission Expires: .
U'
N.C.Bar Assoc.Form No.3 ® 1977
Printed by Agreement with the N.C.Bar Assoc.9003

IIII IIIII II IIIII III IIAIII IIIIi III l Ill �43ss a0as0 i013-06-2014
154.04. 00 Pander County, NC Register of Deeds page 6 of 9
ROF
STATE OF NORTH CAROLINA
COUNTY OF /VFW 11i/„Yd t'a"1✓
I, �l/eL�/ ✓ L. / 'ee/S Notary Public, certify that Sandra C. Hiatt
personally came bef re me this day and acknowledged that she is a Member-Manager of Corbett
Sand, LLC, a North Carolina limited liability company and that she executed the foregoing instrument
in the name of the limited liability company as one of its member-managers.
Witness my hand and notarial seal this the 2 7 ih day of
2014.
I / ,,\\\t\61111111III,III
No ry Publi C vcL /t/i3�I=I t 1-
y {NOT;h�'�' S
My Commission Expires: •061J L /0, a?()I? a �t•, C) J c
N.C.Bar Assoc.Form No. 3 ® 1977
Printed by Agreement with the N.C. Bar Assoc.9003

3-06-2014
IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII Sharon Lear U1t11oughbyPROF
Pander County, NC Register of Deeds Page 7 of 9
STATE OF NORTH CARO/LINA
COUNTY OF lywll//r/t
I, U�Lv ✓ l eeiS , Notary Public, certify that Barbara C. Olsen
personally came before me this day and acknowledged that she is a Member-Manager of Corbett
Sand, LLC, a North Carolina limited liability company and that she executed the foregoing instrument
in the name of the limited liability company as one of its member-managers.
Witness m hand and notarial seal this the a ,
Y 7 day of 14�B,eG,g�e< /
2014.
N�taPy�tlbli �v��y ✓ �t/isc�e.� {NO
J '.. -
My Commission Expires: �i6oJ�/y, oT y/� _ _ Qr U , '•�>
unnni n.....
N.C. Bar Assoc.Form No.3® 1977
Printed by Agreement with the N.C. Bar Assoc.#003

IIIIII III II IIIII III IIIIII III IIIIII III a4366 �0!P210113i54
oughbyPROF
Pender County, NC Register of Deeds page 8 of 9
STATE OF NORTH CAROLINA
COUNTY OF�141,5-W /�i�✓alc��
I, Z kl yg/ L /O? le,\S Notary Public, certify that Jeannine C. Squires
personally came befofe me this day and acknowledged that she is a Member-Manager of Corbett
Sand, LLC, a North Carolina limited liability company and that she executed the foregoing instrument
in the name of the limited liability company as one of its member-managers.
Witness my hand and notarial seal this the 13 2D dayof
2014.
Not Public cvecy..y L %(/�2C J {NOTAIEA1}'t
J bo
My Commission Expires: r 6&' ? t. r
V
N.C.Bar Assoc. Form No.3® 1977
Printed by Agreement with the N.C.Bar Assoc.#003

II I III I II II IIIII I II I IIIII I IIII II II III Sharon Lear i l o�9he�ROP
Pander County, NC Register of Deeds page 9 of 9
STATE OF NORTH CARO//LINA
COUNTY OF jleEV �7/f.Npj y
T, �yt l V'j/ L. /Vg,C/,- Notary Public, certify that Rita C. Howle
personally came before me this day and acknowledged that she is a Member-Manager of Corbett
Sand, LLC, a North Carolina limited liability company and that she executed the foregoing instrument
in the name of the limited liability company as one of its member-managers.
Witness m hand and notarial seal this the y
2014. Y 3 day of
Nota 'Public Evc,zry L %ij,4ee. s
My Commission Expires:
pqo S
N.C.Bar Assoc. Form No.3 C 1977
Printed by Agreement with the N.C.Bar Assoc.#003

/� ECEIVE'
LMG MAR 2 4 20%
LAND MANAGEMENT GROUP INC
Environmental Consultants gy.
January 3, 2014
Mr. John Cockrum
Environments Unlimited, Inc.
215 South Kerr Ave.
Wilmington, NC 28403
Reference: Wetland Assessment for the Pender County EMS Site, US 421, Burgaw, NC.
Dear Mr. Cockrum:
Land Management Group conducted a preliminary wetland mapping assessment on a 1.5-
acre tract of land for the Pender County EMS site on US 421 near Burgaw, NC. Land
Management Group, Inc. conducted the assessment according to the USACE 1987
Wetland Delineation Manual.
The assessment consisted of examination of multiple generations of historic black-and-
white aerial photos, false-color infra-red photos and LIDAR maps in conjunction with a
field examination of potential wetland signatures on the site to verify photo signatures.
The site investigation found that no areas met the required three-parameter in order to be
called a jurisdictional wetland, therefore, no wetlands are present. Thank you for the
opportunity to assist on this project. Please contact me if you have questions.
Sincerely,
�1
[e-mail]
��fddd N.C. Licensed Soil Scientist,#1091
G. Craig Turner r
Vice President a� f
Land Management Group, Inc
3805 Wrightsville Ave., Suite 15
Wilmington, NC 28403 Qt
910-452-0001: Office "AQ1M
910-452-0060: FAX S.0 Certification
910-620-1137: Cell Number 57
www.lmgroup.net• [e-mail]•Phone: [phone] •Fax: [phone]
3805 Wrightsville Ave.,Suite 15,Wilmington,NC 284

i
r �
rt r
a�-
PROJECT
LOCATION
x�
r
e
LATITUDE: 34e 23' 520 ;
LONGITUDE: 780 03' 21'
LOCATION MAP THOMAS & HUTTON
PROPOSED ACTIVITY. Enginewng I Su eying I Plannb0 I GIs I Consuming
STATION 29, HWY. 421
CLIENT: 1350 Farrow Parkway • PO Box 8000
PENDER EMS AND FIRE, INC. Myrtle Beach.SC 29578-8000 • 843.839-3545
LOCATION: FENDER COUNTY,NC w .thomcsondhuhon.00m
DATE: January 8,2014 SHEET: Bnmfw GA I CdumUa.SC I CI "O.a.SC
JOB NUMBER: J-24724.0000 SCALE: - 1 000' Samnnan.GA I Wm glop.NC

am
Io
a { — a 1_
_— 6 -� I --�Lk-All
_ PROJECT f 7416—
'J LOCATION
•
r j Trader ° •
rk
i l
LATITUDE: 34° 23' S2' iIr 4 /146 -
LONGITUDE: 78. 03' 21'A-
U.S.G.S. EXHIBIT THOMAS & HUTTON
PROPOSED ACTIVITY: EnW,*Wng 1 3~91 Planning i GIS I CmgJx g
STATION 29, HWY. 421
CLIENT: 1350 Farrow Parkway • PO Box BOOM
PENDER EMS AND FIRE, INC. Myrtle Beach.SC29578-M • 84 AN-3545
LOCATION: FENDER COUNTY,INC www.thomosondhutton.com
DATE: January 8.2014 SHEET: bu,ewrck.GA I Cokmbb,sc I Chi sc
JOB NUMBER: J-24724.0000 SCALE: 1 = 1 000' Soya K GA I%rvn v n,W

crew.
MmIkalaa
roveo
Mandarin
9aymeede
1,77
Leon Haymaeds '
Mandarin Leon Kumb
Dorovan
Leon
Kumb
Leon
Mandarin
Kureb Mandann
Leon
onall
Kumb ,,--- SOIL TYPE:
Leon L/: ALPIN (A)
PROJECT
LOCATION K�
AIpM
Leon
Loon
Alpin Leon
Leon
Leon ry
A..-
urob N
Iron
Leon y
Leon
Alpin
Meodarin
Mandarin
LATITUDE: 34° 23' 52'
, .OWTUDE: 790 03' 21- eon
SOILS EXHIBIT 'T THOMAS & HUTTON
PROPOSED ACTIVITY: ES "edng I Surveying I Mooning I G I Conmlmg
STATION 29, HWY. 421
CLIENT: 1350 Farrow Parkway • PO Box 8000
PENDER EMS AND FIRE, INC. Myrtle Beach,SC 29578-8000 • 843.839-3545
LOCATION: PENDER COUNTY,NC www.fhomasandhutfon.com
DATE: January 8,2014 SHEET: enxnmc:N,GA I Columbia.SC I Clw .,.SC
JOB NUMBER: J-24724.0000 SCALE: I - 1000' Sovoman.GA I W4ywnglao,WC

A
` I ? I iCT
s
37202n6001 i 37202266001 I 37202MON
02/16/07 02/16/07 02/16/07
RT11 37202TI5001 fl I 3TZ161M ( 372B3n
j o!/16r01 I d1116/07 02/16/07 02 16107 /16/07 02/161
I J�u �Ot61at, i
OK - - - - - .. - - - - --- -- - - - FIRM
e.� I a+` 11 FLOOD INSURANCE RATE MAP
37nY184001 37M274001 372022BON � 31n12294001 I w2lu 4AM T 372032M PENDER COUNTY,
02/16/07 02/16/07 ` 02/16rm 02/16r07 o:/u/o7 I W/1610 NORTH CAROLA3A
AND INCORPORATED AREAS
— r . --- -- �- - -- � — -- --
(SEE LISTLNG OF WA716IJMI7'[FS TABLE)
MAP INDEX
3/202293001 ' 37203TI PANELS PRIMED: �.aa 7Mme1917t8
!z� � =116107 02/16/07 OQ/N/07 02/16/ rm.na.aa.mtrw ms au.>Hn ar.me m7.mL
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37 1 37283 SIV.yR 1T43R 1tA.ID}.Sm.Sa1.3Q 300.StM1 SLQ
f60n 77toro/me j 02/16/ 02176J67 OQ/7610T ' 02/16/ .>m ml.sn.vr.m.a¢Dlamaalmacaa
BILtk nkwI m.nr¢askaa�aea aoalDe®emelmaot
• ana ara aa.ax as am mr.aaaa ae.ale oe.
62ner67 Dols/ EFTECIIVE DATE MAP NUMBER
SIR372022601611 �— _---__..--- FEBRUARY 16,2DO7 37141CINDOA
------
07 02/16/07
BRUNSWICK COUNTY ! �_
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• PANEL NOT PRNTED -NO SPE(241L FLOOD HAZARD AREAS Ptdenl Emu6ency Mm6�cD1 A6m�7
•• NO SPECIAL FLOOD HAZARD AREAS IN FENDER COUNTY
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