SW6120505_CURRENT PERMIT_20120817

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW O�f
DOC TYPE
/YC� CURRENT PERMIT
`❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
I
t�0/,2ag'1
YYYYMMDD

AAC&INA
NCDENR
North Carolina Department of Environment and
Beverly Eaves Perdue
Governor
Mr. Jing Mester
Right Star Properties, LLC
486 NC Hwy 24-87
Cameron, NC 28326
Division of Water Quality
Charles Wakild, P.E.
Director
August 17, 2012
Subject: Approved Plan Revision
Stormwater Permit No. SW6120505
Bay -wood Plaza
Cumberland County
Dear Mr. Mester:
DENR-FRO
AUK 21 2012
Natural Resources DWQ
Dee Freeman
Secretary
The Stormwater Permitting Unit received a request for a plan revision for Stormwater Management Permit
Number SW6120505 on August 17, 2012'. The plan revision includes revisions to remove the proposed
driveway onto Clinton Rd.; and does not change the total allowable amount of BUA on the site. It has been
determined that a formal permit modification is not required for the proposed changes. We are forwarding
you an approved copy of the revised plans for your files.
Please be aware that all terms and conditions of the permit issued on June 19, 2012 remain in full force and
effect. Please also understand that the approval of this revision to the approved plans for the subject State
Stormwater Permit is done on a case -by -case basis. Any other changes to this project must be submitted to and
approved through the Division of Water Quality prior to construction. The issuance of this plan revision does
not preclude the permittee from complying with all other applicable statutes, rules, regulations or ordinances
which may have jurisdiction over the proposed activity, and obtaining a permit or approval prior to
construction.
If you have any questions, or need additional information concerning this matter, please contact Robert
Patterson at [phone]; or [e-mail].
Sincerely,
for Charles Wakild, P.E.
enclosures - approved revised plans
cc: 'SW6120505 File w/ enclosures
ec: Joe Faulkner, RLA - CE Group, Inc.
Mike Lawyer- Fayetteville Regional office
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
InterneL www.ncwalerquallty.org
An Equal Opportunity 1 Affirmative Action Employer
NorthCarolina
Naturally

,dil rrrw
NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Laves Perdue
Governor
Mr. Jing Mester
Right Star Properties, LLC
486 NC Hwy 24-87
Cameron, NC 28326
Division of Water Quality
i^, iail2s I"v'aldd, P.E.
Director
June 19, 2012
Subject: Stormwater Permit No. SW61120505
Haywood Plaza
High Density Commercial Wet Pond Project
Cumberland County
Dear Mr. Mester:
Dee Freernan
Secretary
The Stormwater Permitting Unit received a complete Storrnwater Management Permit Application for
Baywood Plaza on June 18, 2012. Staff review of the plans and specifications has determined that the project,
as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 21-1.1000 and Session
Law 2006-246. We are forwarding Permit No. SW6120505, dated June 19, 2012, for the construction, operation
and maintenance of the subject project and the stormwater BM Ps.
This permit shall be effective from the date of issuance until June 19, 2020 and shall be subject to the
conditions and limitations as specified therein, and does not supersede any other agency permit that may be
required. 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 follow the procedures for
transfer of 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 upon written request within thirty (30) days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and binding.
This project will be kept on file at the Fayetteville Regional Office. if you have any questions, or need additional
information concerning this matter, please contact Robert Patterson at [phone]; or
[e-mail].
Sincerely,
for Charles WakiId, P.E.
Wetlands and Storrnwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
LGCallon: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
internet: www.ncwaterquality.org
cc: SW6120505 File )
ec: Mike Lawyer - Fayetteville Regional Office
Joe Faulkner, RLA - CE Group, Inc.
One
NorthCarolina
Natumllff
1 An Equal Opportunity l Affirmative Action Employer

State Stormwater Permit
Pert -nit No. SW5120505
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY 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
Right Star Properties, LLC
Baywood Plaza
4427 Clinton Road, Vander, Cumberland County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 and S.L. 2006-246 (hereafter 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 June 19, 2020, 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 1.6 of this permit. The stormwater control has been
designed to handle the runoff from 48,078 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.6
of this permit, and per the approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
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 per the
approved plans.
Page 1 of 6

State Stormwater Permit
Permit No.SW6120505
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a.
Drainage Area, aSres:
1.38
Onsite, ft :
59,298
Offsite, ft2:
956
b.
Total laipervioQs Surfaces, fie:
48,078
Buildings ft`:
14,430
Roads/Parking, ft2:
27,285
Other, ft2.
2,895
Offsite, ft
956
956
C.
Pond Avg. Depth, feet:
3.0
d.
TSS removal efficiency:
90%
e.
Design Storm, in.:
1.0
f.
Permanent Pool Elevation, FMS�:
139.50
g.
Permitted Surface Area @PP ft .
3,104
h.
Permitted Storage Volunne, ft�:
6,405 at temporary pool
i.
Storage Elevation, FMSL:
140.90
j.
Controlling Orifice:
1.0" O pipe
k.
Permanent Pool Volume, ft3:
6,127
I.
Forebay Volume, ft3:
1,312
m.
Receiving Stream/River Basin:
Locks Creek 1 Cape Fear
n.
Stream index Number:
18-32
o.
Classification of Water Body:
"C"
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction,, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. The stormwater treatment system shall be constructed in accordance with the
approved plans and specifications, the conditions of this permit, and with other
supporting data.
Page 2 of 6

State Stormwater Permit
Permit No.SW6120505
6. 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.
7. 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.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at aii times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, 6 any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
Page 3 of 6

State Stormwater Permit
Permit ,No.SW6120505
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, 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.
6. The permittee grants DENR Staff permission to cuter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in'force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10.The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11.The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12.The permittee shall submit a renewal request with all required forms and
documentation at least 180 days prior to the expiration date of this permit.
Permit issued this the 19th day of June, 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Charles Wakild, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 4 of 6

State Stormwater Permit
Permit No.SW6 i 20505
Baywood Plaza
Stormwater Permit No. SW6120505
Cumberland 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 specification:
Signature
Registration Number
Date
SEAL
Page 5 of 6

State Stormwater Permit
Permit No.SW61120505
Certification Requirements:
1. The -drainage area to the system contains approximately the permitted
acieage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
.3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
,4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
.15. The required system dimensions are provided per the approved plans.
Please submit this Designer's Certification to: Fayetteville Regional Office
Surface Water Protection
225 Green Street
Systel Building Suite 714
Fayetteville, NC 28301-5043
Page 6 of 6

s "e
DWQ USE ONLY
date Receivtrl
Fee Paid rx ress onh
Permit Number
g' /� i z
��9
5 l✓� 1 2 oS
State of North Carolina
Department of Environment and Natural Resot.arces
Division of Water Quality
STORMWATER MANAGEMENT PERMIT PLAN REVISION APPLICATION FORM
This form may he pholocepied for use as an orisiaal
1. GENERAL INFORMATION
1. Stormwater Management Permit Number: SW6120505
2, Project Name: Ba •wood Plaza
3. Permit Holder's name (specify that name of the corporation, individual, etc.):
Right Star ProWrties, LLC
4. Print Owner/Signing Officiai's name and title (person logally responsible for permit):
LingLvlester. Member-,''y1anaQer
5. Mailing Address for person listed in item 2 above:
486 NC I-Iwv. 24-87
City:Cameron State:NC"/_ip:28326 .....
Phone 019 ) 633-1306 Fax: (9-19 ?_ 498-0519
Emaii: 'i1 ngfang1'130@N ahoo.com
11. PLAN REVISION INFORMATION
1. Summarize the plan revision proposed (attach additional pages if needed):
NCOOT changes to access reciuircNl the removal of the vrovosed driveway onto Clinton ]toad. There are no
changes to the overall pgrrnitted impervious area or drainage bash t7owin to proWsed +et pand BMP
uChxre_
111. SUBMITTAI. 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. The complete application package
should be submitted to the DWQ Office that issued the permit.
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item..
ni 'zls
• Original & I copy of Hie flan Revision Application Dorm _
• Two (2) copies of revised plans (must lh• rettisions of original approved plan sheet(s))
If applying for Express review kkn1y available it; 20 em+tal countirs):
• Application fiee of $500.00 (made payable to NICDENR)
Plan Revision Form Rev 13.haly2010 Page I oft

VI. APPLICANT'S CER,riRC'ATION
I, (print or type name of lrerson listed in General ljr onrration, item 3) Jing Nester Member -Manager
certify that 1 have authorized these plan revisions and that the information included on this plan revision
application is, to the bps. t of my icnowl(h1ge, correct and complete.
Signature: f ' Date: e lb �� Z
Plan Revision Form Rev Muly2010 Page 2 of2

DWQ USH ONLY
Date eceived
Pee Paid
Permit Number
4, ,05 A B503
Applicable ules: ❑ Coastal SW - 1995 ❑ Coastal SW - 2008fUrPh li - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwa ter Management Plan
❑ Other WQ M not Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
[Iris farm may be photocopied fc}r use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should tv consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Ba wood Plaza
2. Location of Project (street address):
4427 Clinton Road
City: Vander County:Cunilxmrland Zip:28312
3. Directions to project (from nearest major intersection):
Located in the northeast quadrant at the intersection of Baywood Road (SR 1831) and Clinton Road (SR
1006
4. Latitude:350 02' BY' N Longitude:780 46 22.44" W of the plain entrance to the project.
II. PERMIT INFORMATION:
1.a.Specify whether project is (cheek one): ®New ❑Modification
b.lf Ill is al?l?Ilcation 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 detiigijer's
certification N p
2. Specify the type ofFHil
t (check one):
❑Low Density,h Density ❑Drains to an Offsite Slorrowater System 1 �r
3. If this application is being submitted as the result of a previously returned application or a teller from
DWQ requesting a state stormwater management permit application, list the storinwa ter project number,
if assigned, and ill(,, previous name of the project, if different than currently
proposed,
4.a. Additional Project Requirements (cheek applicable blanks; information on required stale pernlitscan Ile
obtained by contacting the CuSIonler Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: 2.80 acof Disturbed Area
❑NPDES Industrial Stormwaler 0404/401 Permit: Proposed Impacts
b.If any of these permits have already Ix:en acquired please provide the Project Narne, Project/Pernlit
Number, issue date and the type of each permit:
~r ' T.
Dorm S WU- l0l Version 07Jun 2010 Page I of 6 Lld
r_or?
a
7Y

III. CONTACT INFORMATION
I. it. Print ApplicanL / Signing, Of ficial's name and tills; (specifically the developer, properly owner, lessee,
designated y�0vernment official, individual, etc.. who awns the project):
Applicant/Organization: Risyht Star Properties, LLC _ �^
Signing Official & Title:finl, Mester, Member -Manager
b.Contact information for person listed in item'la above:
Street Address: 486 NC Hwy, 24-87
CitV: Cameron State: NC Zip: 28326
Mailing Address (if applicable):
City:
State:
Zip:
Phone: &10-911) 633-1306 Fax. f919 ) 498-0519
Email: 'in Fan �1130 ahcxz.com
c. Please check the appropriate box. The applicant listed above: is:
® The prol'terty owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact information, item 2a and 21) lx!low)
❑ Purchaser's (Attach a copy of the pending sales agreement and complete Contact Information, item 2a
and 26 below)
❑ Developer* (Complete Contact Information, item 2a and 211 below.)
2.it. Print Property Owner's name and title butow, if you arc the lessee, Purchaser or developer. (This is the
person who owns the property that the project is loc:aled on):
Property Owner/Organization 7"4
Signing; Official & Title:
h.Contact information for person listed in item 2a above;
Street Address:
City:
Mailing Add ress (if
City:
State:
Zip:
State: Zip:
Phone; f ) Fax:
Email:
3. it. (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; a
Signing Official & Tit
h.Contacl information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone:
Email:
Fax: ( ) -- -
Form SWIJ-101 Version 07.1un2010 Page 2 47

4. Local jurisdiclion for building permils: Cumberland County __
Paint of Contact: Gary Faulkner Phone #: (910 ) 321-6648
IV. PROJECT INFORMATION
1. In fhe space provided below, brie(1 summarise how the storMwater runoff will be treated.
Stormwater runoff from4-iarkinst area sheet flows to catch basins which are directed to at BM We(
Detention Pond forebay. There is ap4)roiximatc 1,922 sf of impervious area which could not drain into tale
pond, however lhc_pond has been designed to (real this additional impervious area
2.a.If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific: Development Plan or PUD Approval Date:
❑ Valid 13tidding Permit Issued Date:
❑ Other: Dale:
b.If claiming vested rights, identify the: re,'ulation(s) the project has been desil;ned 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: "1.85 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+:1.85 acres
Total project area shall be calculated to exclude the following the nornial pool of impounded structures, t1w area
between the banks of streams and rivers, tine area below the Normal High Water (NHVI) line or Mean High Water
(MHVV) line, and coastal wetlands landward f onz the NNW (or MHIV) line. The resultantject area is used to
calct.rlate rrzlerall perec,iit built upotn area (PLIA). Nnri-coastal ruetlan,ls 1at2clwarcl r f tice NHW pro(or MHVV) lure may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 =62 wo
9. How many drainage areas does fhe project have?2 (Forkigh denszttf, count 1 fir each proposed en�ntneererl
stormwater BMP. For lozo fit114t/ and other projects, use 7 for the whole property area)
10. Complete the followint; information for each drainage area identified in Project Information item 9. if there
are Mora than four dramage areas in fhe project, attach an additional sheet with the information for each
area provided in the same format as below.
Dorm S WU-101 Version 07.1un2010 11age 3 o1' 7

QYM9.5 4vee9 ,eD�
V/
Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area
Drainage Area
Receiving Stretim Name
Locks Creek
Locks Creek
Stream Class *
C
C
Stream Index Number *
18-32
18-32
Total Drainage Area (so
60,251
21,092
On -site Drainage Area (sf)
59,298
21,092
Off -site Drainage Area (sf)
956
0
6
Proposed Impervious Area"
si
50,0(i)
ova -VA 04-nV4
1,927
% Im pervious Area*. total
83`i„
19.1%
Impervious— Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
14,430
On -site Streets (so
On -site Parking, (sf)
27,285
493
On -site Sidewalks (so
2,512
1,429
Other on -site (so
64
Future (so
2,831
Off -site (sf)
956
Existing; BUA*** (so
t)
Total (so:
48,078
1922
" Stream Class and fides Number can he determined at: http://rurtnl.tsetse"ir.or��/zvehlruq[ps/csrr/classifcations
** Inrrervious area is deftted as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalk, gravel areas, etc,
"** Report only that amount of existing BLIA that will remain after development. Do not report any existing RUA that
is to be removed and which 71411 be replaced hit new 13UA.
1-1. plow was the tiff -site impervious area listed alxwe determined? Provide documentation. Based twon on -
ground land survey
Pn)ieets in Union County: Contact Dll'Q Central Office stuff to check if the project is located i0thin a Threatened &
Isndangered Species it alershed that may be subject 10 more stritrgent stonnu>ater requirements as per NC.,I C 0213.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable slate 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 hit �: �ortaLnrdenr.or wch we ws scr hm 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 hlth[lporlaLnrdenr.org;f weh/wdf ws/su/States4v/ formsdc.xs. The
complete application package should be submitted to the appropriate DWQ Office. (The appropriator office
may he found by locating project on the interactive online snap at
hilr�://rorial.ncdenr.org;f web%wcg/ws/su/maw.)
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
lit tg):%jhorla1.nc;denr.ors,/web/wu/wsjnu/statesw/forms dcx:s.
n' Is
1. Original and cme 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 d'art V11 belmo)
3. Original of the applicable Supplement Form(s) (sealed, signed and (fated) and O&M
agreernent(s) for each BMP.
Form SWU-101 Version 07.Iun2010 Page 4 of 7

4. Permit application processing fee of $505 payable to NCOENR. (For an Express review, refer to
littl2://www.enviielli.orgy/haves/anestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permii Ccx)rdinator for
additional information and to schedule the required application nureting.)
5. A detailed narrative (one to two pages) describing the stormwater trealmenI/ilia nagement for
6. A USCS map identifying the site location. If the receiving; stream is reported as class SA or the _
receiving; strew►n drains to class SA waters within'/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineo!r and firm.
r,. 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 lidal
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 hanks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned propertyl project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing; contours, proposed contours, spot elevations, finished fl(x-)r elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must he delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring, locations with the existing
elevations and toning 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 ihc, method of determining the infillration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verifi/ the SHWI' prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed hook: 9655 & 8799 Payp No- 7j6 i�
67
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 NCAC 2H.1003(e). The
corporation or LLC must Ile listed as an active corporation in good standing; with the NC
Secretary of State, otherwise the applictation will be returned.
htt www.sec:reta .state.nc.us Cor porRtion-,CSearcii.as x
Form SWU-101 Vcrsion 07.tun2010 Page 5 of 7

VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For it II subdivisions, oulparcels, and future development, the appropriate property restrictions and protective
covenants are required to he recorded prior to the sale of any lot. 11 lot sizes vary significantly or the proposed
BUA allocations vary, a table listing; each lot number, lot size, and the a[Iowa Me'imill-upon area must lie
provided as an attachment to the, compieted and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can !xt downloaded from
blip://Portal.ncderv.opt;/��eb/wct%ws/su/statetiN'/lorms dcxs. Download the latest versions foreac:h
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.
Vill. 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: Joe Faulkner, RLA LEED AP (Registered Landscape Architect)
Consulting Firm: CE Group, Inc.
Mailing Address: 301 Glenwood Avenue Suite 220
City: Raleigh T Statc!:NC Zip:27603
Phone: (919 ) 367-8790 ext 102 Fax: (919 ) 322-0032
Email: joe :el;roupinc.com
IX. PROPERTY OWNER AUTHORIZATION (►f Contact 171forrnation, item 2 has been filled out, complete this
action)
1, (print or hlpe name of pepsin listed in Contact Informatioi, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or ttlpe name (f person
listed in Contact Information, item 1a) with (print or type name (f orb anization listen in
Contact Information, item 1a) to develop the project as currently proposed. A copy
of the leas: agreement or pending; properly sales contract has lien provided with the submittal, which indicates
the party responsible for the operation and maintenance of the stormwater system.
Form SVAJ-101 Version 07Jun2010 Page 6 47

As the legal property owner 1 acknowledge, understand, and agree by nny signature below, that if nny
designated agent (entity listed in Contact Information, itern 1) dissolves their company and/or cancels or
defaults on their lease agreement, or pending, sale, responsibility for compliance with the DWQ Stormwaler
permit reverts back to nne, the property owner. As [lie properly owner, it is my responsibility to notify DWQ
immediately and submit a completed Name/Ownership Change Form within 30 days; otherwise 1 will tv
operating a stormwater Irealment facility without a valid permit. l understand that the operation of it
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 $25,0(X) per day,
pursuant to NCGS 143-215.6.
Signatu re: Datc
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 stormwaler permit. Witness my hand and official seal,
SEAL
My commission expires,
X. APPLICANT'S CERTIFICATION
1, (print or type name of permmi listed in Ccmtact Inf)rmation, item Ia) _ling Mester
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 reoluired deed restrictions
and protective covenants will be recorded, and that the proposed project complies with tine rcxduirenienls of the
applicable stormwater rules uculer 15A NCAC 21-I .1000, SL 2006-246 (Ph. 11 - Post Construction) or SL 2008-21"1.
Signature:_ /lY� _ Date: `c 30 2012-
1, /Ua-1whg '9 ! (Lc.itloe' a Notary Public for the State of lvL C/A Rd'lno- , County of
LE e , do hereby certify that i U personally appeared
kJ
before nw this3�� day of r) Z D I_Z, and acknowledge the, due exeCUtlOn ofthe application for
a stormwater permit. Witness my hand and official seal,
Lee
North I
Commission
SEAL
My commission expires_ _ 6 Z 7/ ,;t-O/ U
Form SWU-101 Version 07Jun2010 Page 7 of 7

Permit Nuinher: 5V.6 12 0T-0 S
(to he provided by DIFQ)
Drainage Area Numtx:r; %
Wet Detention Basin Operation and Maintenance Agreement
will keep a maintenance record on this BMP. This maintenance record will he kept in a
log in a known set location. Any deficient BM P elemenLs noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the intgl;rity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
® does ❑ does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the: plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
-- If the hasin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Ronzove the trash debris.
The perimeter of the wet
Arens of here soil and/or
Regrade the soil if iw essary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground (.over and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
1011 .
approxiinately six Inches.
Form SW40I-Wet Detention Basin O&M-Re%A Page 1 of 4

Perinit Number: .S h/ 6 ) Z O,SZ>.s
(to he provided btu DFt'Q)
Drainage Area Number: I
BMP element:
Potentialproblem:
How I will remediate the problem -
The inlet device: pipe or
The. ripe is clogged.
Unclog the pipe. Dispose of the
Swale
sediment off -site.
The ripe is cracked or
Replace the pipe.
otherwise: dance► ed.
Erosion is occurring; in the
Regrade the %wale if necessary to
Swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
it depth greater than the
sediment and remedy the probleni if
original design depth for
possible. Reniove the sediment and
sediment storage.
dispose of it in a location where: it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent ►ulure erosion robicros.
Words are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather duin spraying.
The vegetated shelf
Best professional practices
Prune according; to hest professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants arc dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil lest indic;Iles
it is necessary.
Wends are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has acc,unu►lale d to
Search for the source of the
a depth greater than the
sediment and remedy the: problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause lnipacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmite% or other
Remove the plants by wiping them
invasive plants cover 50'% of
with pesticide (do not spray).
the basin Surface.
Form SW40 i-Wet IX;tention Basin O&M-Rev.4 Page 2 of 4

Permit Numlxr: S Wb 1 z oSos
(to he provided by DII'Q)
Drainage Area Numly:r: I
BMP element:
Potentialproblem:
How I will rernediate theproblem:
The embankment
Shruhs have started to brow
Remove shrubs immediately,
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
bea ve rs.
A tree has staarted to 1;row on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual insp(_tion by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs re air.(if a _licabie
The outlet device
C1o1,,ginl; has a-curred.
Clean out the nutlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Re air or rc dace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Waler Quality Rgdonal Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 2.5 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in lire hlrinkv)
Q Permanent Pool l".levation 139.5
Sediment Removal L . 137 Ile anen 1'cxol
-------------- Voluune Sediment Removal Llevation 134.5 Vl
Bottom Elevatio 136 ft Min.---------------------------------------Lu
Sediment Bottom l lcvation 133.5 Storage
S lora gc
FOREBAY MAIN POND
Dorm SW401-Wet Detention Basin O&M-Rev.4 Page 3 o1'.4

Permit Number: S wG l Z n 5 D!
(to be provided by DJJ'Q)
1 acknowledge and agree by my signature below that i am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: Baywood Plaza
BMI' drainage area number:
Print name: Jing Mester
Title: Member- manauet r Right Star Properties,�LLC
Address: 486 NC HM. 24-87 Cameron, NC 28326
Phone:A-633-1306
Signat
Note: The legally responsible party should not be a homeowners association unless more than 50% of'
the lots have been sold and a resident ol'the suhdi%rision has been named the president.
1, �Jottaut,,O_ A a Notan, Public for the State of
�pcti, Caw County of Lec do hereby certify_ that
r\q (YIe-5 personally appeared before me this 3oi'-'
day, of At! ZorZ ; and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal.
Natasha ATaylor
Notary Public
Lee County
North Carolina
M Commission Ex Tres 6 7 2016
SEAL
My commission expires % /7/ Zo / 0
Form SW401-Wet Detention Basin O&M-Rcv.4 Pate 4 of 4

Permit No. SW<I 2-05DS
(to be provided by DWD)
Aof w ArFR
TA02 4G
y
NCDENR
Q Y
STORM WATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, tilled out and submitted along with all of the required information.
I,11P,ROJECUNF,ORMATION
Project name.,,,; .,. ,
Baywood' Pima
Contact person i 1, : Joe Faulkner. CE Group Inc: ':=
Phone number 919-367.8790 ext. 102 I
Date 24'Apr 12
Drainage area number d
11.1D=SIGN11NFOR MAT10N
Site Characteristics
Drainage area
Impervious area, post -development
% impervious
Design rainfall depth
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the prelpost control of the 1yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity; 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Past -development 1-yr, 24-hr peak flow
PrelPost t-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevations)
Top of 10ft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
[T ...r,-..60,254{
82.98 %
1.T in
3 _tx is r'r •rF 4,0011.. ft3
40
' OK, volume provided is equal to or in excess of volume required.
YV� , „-1(YorN)
E3.0:in
0.42I (unifless)
`I 0.85 ; (unifless)
ig..; 5.20!inmr OK
3.05 ft3lsec
6.10 ft3lsec
3.05 ft3lsec
140.90"fmsl
39.50? fmsl
! 140.00,fmsl
140.00'fmsl
139.004ms1
134.50' fmsi
s.::,133.50`fmsl
11.00 ft..
Y, J(YorN)
3 140.9, fmsl OK
Form SW401Met Detention Basin-Rey,9-411e112 Parts I. E II. Design Summary, Page i of 2

Permit
(to be provided by DING)
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, A,--P,,
Area, bottom of 1Oft vegetated shelf, A,_,„
Area, sediment cleanout, top elevation (bottom of pond), Ab t-p d
a5;5674
2,802 ft'
4.65 (unitless)
OK
c' 2,092W
Volumes
Volume, temporary pool s,i.', '���6;405ift3 OK
Volume, permanent pool, Vp _pw ! 6,127i ft'
Volume, frebay (sum of forebays if more than one forebay) 't `' 1,312' ft3
Forebay °% of permanent pool volume 21.4% °% OK
SAIDA Table Data
Design TSS removal
Coastai SAIDA Table Used?
Mountain/PiedmontSAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, Vp„r _PW
Area provided, permanent pool, Av«m_,,d
Average depth calculated
Average depth used in SAIDA, d. (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, A ._,d
Area, bottom of 1Oft vegetated shelf, Ate, ,h q
Area, sediment cleanout, top elevation (bottom of pond), A,,_P, d
"Depth` (distance b/w bottom of 1Oft shelf and top of sediment)
Average depth calculated
Average depth used in SAIDA. d. (Round to down to nearest 0 5ft)
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Co)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (C.)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak Flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of ffowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
is a,
,9Q%
(YorN)
y
(Y or N)
4.65 (unitless)
,N:
I ° "',l(Y orN)
6,127 fO
3,104 ff
+
,;;ft Need 3ftmin,
ift
:Y
i (Y or N)
3.104 ft'
2,092 ft'
46�it�►
_
3,00 ft OK
1:1 3.0 ft OK
. _w_ Y -. _7!(Y0,N)
C;,,� E ,. . 1.00 in
)in2
,` � 0.60 (unitless)
o
(Y or N)
;(unitless)
(unitless)
,ft
ft
3.05' ft3lsec
E 6.10 ft3lsoc
0.03 folsec
3.04 days
OK, draws down in 2-5 days.
!' 3
OK
.10:1
OK
s`.,...,.. 10.0,ft
OK
3.:1
OK
2.3.:1
OK
Y (Y or N)
�1:0,ft
OK
OK
€ < N 1,_�' (Y or N)
OK
..Y. € (Y or N)
OK
')(YorN)
OK
iDue to'elevations pond,will. regtfire pumping out to drain. .,.:. .
Form SW401-Wet Detention Basin-Rev.9-4118112 Parts I. & II. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
Jill. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page! Plan
Initials
Sheet No.
i S
1. Plans (1" 50' or larger) of the entire site showing:
t 3
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High Flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
Outlet structure with trash rack or similar,
Maintenance access,
Permanent pool dimensions,
Forebay and main pond with hardened emergency spillway,
Basin cross-section,
Vegetation specification for planting shelf, and
- Filter strip.
3. Section view of the wet detention basin 0" = 20' or larger) showing:
Side slopes, 3:1 or lower,
Pretreatment and treatment areas, and
Inlet and outlet structures.
ia"! l
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
CAUS
on the plans prior to use as a wet detention basin.
`T
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
Q to verify volume provided.
{j 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
q -tiZ
Form SW401-Wet Detention Basin-Rev.9-4118112 Part III. Required Items Checklist, Page 1 of 1

P=@ E- owp= 00
AUG 1 7 2012
DENR - WATER QUALITY
Wetlands t� SUiumatu Branch
TO: NCDENR Division of Water Quality
Stormwater Permitting Unit — 9th Floor
512 N. Salisbury Street
Raleigh, NC 27604
ATTENTION: Robert Patterson, PE
CE GROUP
301 GLENWOOD AVENUE, SUITE 220
RALEIGH, NC 27603
Phone: [phone]
E-Mail: [e-mail]
Transmittal
DATE: 8/16/12
PROJECT NO: 127-144
Baywood Plaza — 4427 Clinton Road
Cumberland County, NC
Permit #SW6120505
Quantity I Drawing No. I Description
Sets I Revised Site Development Plans for Baywood Plaza
II 1 1 1 Stromwater Mangement Permit Plan Revision Application 11
REMARKS Robert, please find attached the revised plans per recent NCDOT permitting requirements.
Since a majority of the plans changed I have attached the full set minus the utility and site details which
have nothing to do with the stormwater bmp.
CC:
Cll� Group, Inc.
Signed
Me Faulkner, RLA LEED AP

HK 08655 PG0756
FILED R13CTRONICALLY
MORRLAND COUNTY NC
J. LEB W&RPaN, JR.
FILED
Jun 03, 2011
AT
01;51;00 FM
BOOK
08655
START PAGE
075d
EM PAGE
0757
INSTRU14ENT
18009
RECORDING
$22.o0
EXCISE TAX
$260.00
Prepared By: Attorney Steve Bunce
Return To: Hutchens, Seater & Britton
Revenue Stamps $260.00
Tax Pin Number. 0466-78-8437
NORTH CAROLINA
CUMBERLAND COUNTY GENERAL WARRANTY DEED
THIS DEED made and entered into this 24th day.of May, 2011, by and between
William Roy Downing, unmarried, hereinafter called "Grantor," whose mailing address is i
2225 Tom Geddie Road, Eastover, NC 28312 and Right Star Properties, LLC, a Limited
Liability company, whose mailing address is 468 NC HWY 24-87 Cameron, NC 28326
hereinafter called "Grantee".
The designation Grantor and Grantee as used herein shall include said parties, their
heirs, successors, and assigns, and shall Include the singular, plural, masculine, feminine, or
neuter as required by context.
WITNESSETH-,
The Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant; bargain, sell and convey unto
the Grantee in fee simple (with the exceptions hereinafter stated, if any), all the certain tract or
parcel of land situated in the City of Fayetteville in Eastover Township, Cumberland County,
North Carolina, and more particularly described as follows:
BEING all of Tract 1, containing 1.38 acres as shown on a plat entitled
"RECOMBINATION MAP FOR WiLLIAIVI Roy DOWNING AND WIFE,
MARTHA LOUISE DOWNING" according to a plat of same being duly
recorded in Book of Plats 114, Page 53, Cumberland County Registry,
North Carolina and being the same property conveyed to William Roy
Downing and wife, Martha Louise Downing by deed recorded in Book 3535,
Page 360, aforesaid registry. Martha Loul�e Downing died in Cumberland
County on June 29, 2609 and the property passed to William Roy Downing
as the surviving tenant by the entirety. See Death Book 266, Page 185.
It is intention of this deed to convey with the above described property that
certain manufactured home located on said property which manufactured
home has been converted to real estate and is more particularly described
as one 1992 Destiny with vehicle identification number 028924AB.
This property does not include the primary residence of the Grantor(s).
Submitted electronically by "The Law Firm of Hutchens, center & Britton, P.A."
in compliance with North Carolina statutes governing recordable documents
and the terms of The submircer agreement with Che Cumberland county Register of needs.

BK 08655 PG0757
TO HAVE AND TO HOLD the aforesaid tract or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in
fee simple, has the right to convey the same in fee simple; that title is marketable and free
and clear of all encumbrances, and that Grantor will warrant and defend the title against the
lawful claims of all persons whomsoever except for the exceptions hereinafter stated, if any.
Title to the property hereinabove described is subject to the following exceptions'.
a. County and/or Municipal Zoning Ordinances, Rules and Regulations.
b. Restrictive Covenants, Easements and Rights of way of record.
C. 2011 Cumberland County Ad Valorem Taxes_
IN WITNESS WHEREOF, the Grantors have hereunto set their hands and seals, the
day and year first above written.
STATE OF NORTH CAROLINA
COUNTY OF CUMBERLAND
I, certify that the following person(s) appeared before me this day, each acknowledging
to me that he or she signed the foregoing document for the purpose stated therein and in the capacity
indicated: William Roy Downing,
Date: S j�
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l%�BE7Pilaf� ���•
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gNotary Pu is
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Printed Name of Notary Public
My Commission Expires:

16
8799
0067
BAD aIgq PGOQb1
FILED
CUMBERLAND COUNTY NC
J. LEE WARREN, JR.
REGISTER OF QEEDS
FILED Dec
30, 2011
AT 10:16:00
am
BOOK
08799
START PAGE
0067
END PAGE
0068
INSTRUMENT #
43138
RECORDING
$26.00
EXCISE TAX
$206,00
uts
NORTH CAROLINA GENERAL WARRANTY DEED
Fxcisc Tax: $206.00
Parcel Identification No.: 0466-78-9302 Verified by Cumberland County
By:
Mail/Box tw " e-r 5r P� r w r r n — S /U ? '5-(0
This instrument was prepared by: The Real Estate Law Firm _ _ File No 29601-1 IJJ-BMC
Brief description ror the index: 4427 Clinton Road, Vander, NC 283-12
THIS DEED made this _ day of December, 2011 , by and between
GRANTOR
Estate of Elaine Godwin Nunnery, Gwen P bell and C
Parker Poole, Heirs of Elaine Godwin Nunnery, and
Stewart M. Bell, spouse of Gwen P. Sell
1710 Winterlochen Road
Fayetteville, NC 28305
GRANTEE
Right Star Properties, LLC,
4427 Clinton Road
Vander, NC 28312
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 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 or near the Town of Vander, Eastover Township, Cumberland County, North Carolina and
more particularly described as follows:
BEING all of Lot Number 5 in a subdivision known as PROPERTY OF LOIS BELL
GODWIN and the same being duly recorded in Book of Plats 70, at lyabe 71,
Cumberland County Registry, North Carolina.
Parcel Identification No. 0466-78-9302
Property Address: 4427 Clinton Road, Vander, NC 28312
The property hercinabove described was acquired by Grantor by instrument recorded in Book 5703, Page 72, and
I I -E-327 .
All or a portion of the property herein conveyed _ includes or �x_ does not include the primary
residence of the Grantor.
A map showing the above described property is recorded in Plat Book 70 Page 71.

8799
0068
BX08199 P000bB
TO HAVE AND TO }TOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the
Grantee in fee simple.
And the Grantor covenants with the Grantee, that the Grantor is seized of the prernises in fee simple, has the right to convey the
same in fee simple, that title is marketahle and free and clear of all encumbrances, and that Grantor will warrant and defend the
title against the lawful claim of all persons whomsoever, other than the following exceptions:
Restrictions, easements and Rights -of -way of Record. Ad -valorem taxes not yet due and payable.
IN WETNESS WHrRVOF, the Grantor has duly executed the foregoing as of the day and year first written.
Estate of Elaine Godwin Nunnery Z t —� (S1 Al,)
(Entity Name) it
P. Bell
Hy: / �Lc (SEAL)
Title: Gwen P. Bell, Executrix rt M. Bell a
By: ����,/ `� ^� (SEAL)
Title: C.-Parker Poole /
BY:
—
�r mcF,rt`^�;� StatcofNorthCarolina CountyofCumbtrland
Q I, the undersigned Notary Public of Cumberland County, Stale of North Corolino certify that.
w; 'pTAriy is Gwen P. Bell and Stewart N1. Bell personally appeared before this day and, being first duly
asworn, acknowledged the due execution of the foregoing instrument for the purposes therein
tdexpressed, Witness my hand and Notarial stomp or seal, this day of Uccember, 2011
a (C �" ••• �. ` ` 3 MyCommisslnn Expires'.
.1Ptiti m
f}
State of North Carolina County of
•J �',�� '•.,�`:•„
0
1, the undersigned Notary Public of Cumberland County, State of North Carolina, certify that
Gwen P. Dell personally appeared before me this day and, being first duly sworn,
Estate Godwin
acknowledged that she is the Executrix of [fie of Elaine Nunnery, and that she
UY;C , . t. r,«
U
executed the foregoing instrument on behalf of the Estate for the purposes therein stated.
�,- •-
Witness my hand and Notarial Stamp or seal this _ day ofDccembcr, 2011
.._. I
oa
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My Commission Expires
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r
State of North Carolina County of 4Fqw90
rr �ss'`sttUHcr��
'--•l�'x�Or,..••'••• i �i1"�
�
1, the undersigned Notary Public of, � a•b County, Slate of North Caroline, certify that
C. Parker Poole appeared before this day and, being first duly swam, acknowledged
r�ar� / .
-y`
z
personally
due foregoing instrumetu for Witness
jai
the execution of the the purposes therein expressed. my
Co'MZ
••�a j p
�G
hand and Notarial Slatnp or seal, this _ j. day of December, 2011 .
r_:d 11L 0
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m
Witness my hand and Notarial stamp or seal this l5� day of_t•7 EL.
My Commission Expires: oh k'
�if; ,``ti
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Notn t tic
The foregoing Certiflcate(s) of
is/are certified to be correct.
This instrument and this cerlificale are duly
registered at the date and time and the Book and Page shown an the first page hereof.
Register of Deeds for -COUNTY