SW6140602_HISTORICAL FILE_20141024

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
I HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE�`(��
YYYYM M D D

ColeJenest
& Stone
Shaping the Environment
Realizing the Possibilities
Land Planning
Landscape Architecture
Civil Engineering
Urban Design
200 South Tryon Street, Suite 1400 Charlotte, NC 28202
P. 704 376 1555 f+704 376 7851 „rl,www.colejeneststone.com
September 18, 2014
Charlotte
Raleigh
CEC EIVE0
�OCT 242014
L-- ----
Mr. Michael Lawyer ( FA)f uFrICE
North Carolina Department of Environment and Natural Resources
Fayetteville Regional Office
225 Green Street, Suite 714
Fayetteville, North Carolina 28301-5095
Re: 50287.00—ECU Dental Learning Center —Lumberton, NC
Dear Michael:
Construction of the storm water management facility for the referenced project, as
permitted under the North Carolina Department of Environment and Natural Resources
Division of Water Quality Storm Water Permit Number SW6140602, has been
completed. A copy of the Designer's Certification covering the storm water wetland is
enclosed.
Please let us know if you require anything further.
Best regards,
COLEJENEST & STONE, P.A.
R. Todd Fisher, PE
Senior Project Manager
smm
Enclosure
cc: P-1r. William (Bill) Chatfield — ECU
Ms. Jennifer Amster, AIA, LEED AP BD+C — BJAC
P.15DSKPROJ%5026AConespndence\Permits\Final Cert,fi=ONNCDENR StormwateM20513-S. Unison- Stormwater Cenlfi b.n doc

ECU Dental Learning Center— Lumberton
Storm Water Permit No. 6140602
Robeson County
Designer's Certification
I, R. Todd Fisher , as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe periodically the construction of the
project,
ECU Dental Community Service Learning Center No 7 Lumberton NC
(Project)
for East Carolina University (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 on Page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
1. None.
SEAL
Signature
Registration Number: _?—rAG 5
Date: Y• 1$
•pHnnrrry�
••` �N CARD'',.
.`20eOFESS/0p y
SEAL
025163
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P.\SDSKPROJ\502BACorrespondence\Permits\Final CeMfl0tO NCDENR StoonwateM20513 Engineer Cernliwlion(Sto,ww r)Aou

ECU Dental Learning Center — Lumberton
Storm Water Permit No. SW6140602
Pasquotank County
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
�L runoff drains to the system.
C� 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.
ram- 8. All slopes are grassed with permanent vegetation, per the vegetation plan.
p 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.
tr 14. All required parts of the system are provided.
15. The required system dimensions are provided per the approved plans.
P.\SDSKPROJl 0287\Correspondence%PerMts\Fina1 Certifmon%NCDENR Stormwater\020513 Engineer Oerbfication (Stermwelep,docx

ColeJenest
& Stone
Shaping the Environment
Realizing the Possibilities
Land Planning
Landscape Architecture
Civil Engineering
Urban Design
119 East Hargett Street, Suite 300 Raleigh, NC 27601
P+919 719 1800 p+919 719 1819 vr[+www.co]eieneststone.com
Date: June 17, 2014
Charlotte
Raleigh
TRANSMITTAL
Reference: 50287.00 — ECU Dental Service Learning Center — Lumberton, NC
Attention: Mr. Michael Lawyer
Environmental Specialist
Company: North Carolina Department of Environment
and Natural Resources
Fayetteville Regional Office
225 Green Street, Suite 714
FnvPttPviIIe North Carolina 28301-5095
We Are
Transmitting:
Transmitted
Via:
Remarks:
By:
cc:
Tel: [phone]
® Herewith ❑ Under Separate Cover
Copies
Dated
Description
2
07/10/13
Construction Documents (24"X36") — C101, C201,
C301, C302, C401, C501, C601, C701, C702,
C703, C704, C705
2
05/28/14
Stormwater Management Application Form
1
06/04/14
Check # 30153381 ($505.00) - Stormwater
A lication Fee
1
07/15/13
Pro ert Deed and Plat
1
06/09/14
Operation and Maintenance Agreement
E1
05/03/13
Calculation Package — Stormwater (Includes
Geotech ReDort and 401 Certification
❑ Mail ® Overnight ❑ Courier ❑ Hand Delivery ❑ Pick -Up
® For Approval ❑ For Your Use ❑ As Requested ❑ For Review
Please find enclosed the above referenced items for Stormwater
Review. Kindly contact the undersigned if there are any questions or
comments.
i
Jo C. Martin, El JUN 1 8 2014
b 1
Mr. Bill Chatfield — ECU
Ms. Jennifer Amster, AIA, LEED AP-- EYP
Mr. Michael S. Cole, Sr., FASLA, RLA, LEED AP— CJS
Mr. R. Todd Fisher, PE —CJS
+ P:\SOSKPROJ\502B7\Conespomence\Trans\061-14 -1, M, Lawyer., NCdenr Stormwater.dmx

DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW —1995 ❑ Coastal SW — 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources JUN 18 2014
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This forur cony be photocopied for use as nu original
1. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
East Carolina University School of Dental Medicine - Community Service Learning Center No, 7
2. Location of Project (street address):
City:Lumberton County:Robeson Zip:28360
3. Directions to project (from nearest major intersection):
Site is located +- 500 feet east of the intersection of NC711 and SR 1548 (Nigel Road).
4. Latitude:34° 37' 36" N Longitude:79° 04' 07" W of the main entrance to the project.
11. PERMIT INFORMATION:
I.a. Specify whether project is (check one): ®New []Modification ❑ Renewal w/ Modificationt
[Renewals with modifications also requires SWI-1-102 - Renewal Application Forw
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit nurnberN/A , its issue date (if known)N/A , and the status- of
construction: ❑Not Started ®Partially Completed* ❑ Completed" *provide a designer's certification
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
DEMLR 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: 2.33 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Pennib Proposed Impacts-
b.lf any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permitSeidment/Erosion Control - East Carolina University School of
Denistry Service Leming Center - Lumberton fProiect ID ROBES-2013-018). Issued little 19 2013
5. 15 the project located within 5 miles of a public airport? ®No QYes
If yes, see S.L. 2012-200, Part VI: htl iortal.ncdenr.urg/reel/IrAv I0S-1od-regulations
Farm SWll-101 Version0o.31,2013 Page IOVI

Ill. CONTACT INFORMATION
I,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/Organization:William E. Bagnell / East Carolina University
Signing Official & Title:Associate Vice Chancellor for Campus Operations
b.Contact information for person listed in item la above:
Street Address:East Carolina University Facilities Engineering & Architectural Services 1001 East Fourth
City:Greenville State:NC Zip:27858-4043
Mailing Address (if upphcable):East Carolina University. Facilities Engineering & Architectural Services 1001
East Fourth Street
City:GreenviHe
Phone: (252 ) 328-6858
Email:[e-mail]
State:NC Zip:27858-4043
Fax: [phone]
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 21b 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 21b 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/t
Signing Official &
b.Contact information for person listed in item 2a above:
Street Address:
State:
Mailing Address (if
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: Bill Chatfield / East Carolina University
Signing Official & Title:Project Manager
b.Contact information for person listed in item 3a above:
Mailing Address:Facilities Engineering & Architectural Services, 1001 East Fourth Street
City:Greenville State:NC Zip:27858-4043
Phone: [phone]
Emall:ehatfleld N'@CCrI.edu
Fax: (252 ) 328-4259
4. Local jurisdiction for building permits: North Carolina State Construction Office
Point of Contact:Doug Edwards Phone S: (919 ) 807-4114
Front SWU-101 Version Oct. 31, 2013 Page 2 ol'7

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Fast Carolina University
is 121,1111iing
to build a Service
Learning
Center in Brunswick County NC as an
extension of the
School of Denistry.
This proposed site
is east of
the intersection of NC711 and Nigel Road
Stormwater runoff
will be routed
through an on -site constructed
stormwater wetland basin.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUDApproval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW — 1995 ❑ Ph 11 — Post Construction
3. Stornnvater runoff from this project drains to the
4. Total Property Area: 2.33 acres
-
River basin.
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) —Total Coastal Wetlands Area (5) —Total Surface Water Area (6) = Total Project Area':
Total projrcl area shall be cnlndnted to evclude the follotuing the nonunl pool of impounded slrirchrres, fhe area
bchuecn the banks of streams nmd rivers, themen below the Normal Hi It Water (NHW) line or Mean High Water
(MFIW) line, and coastal tuetlnmds landward front fbe NHW (or' MFI W) line. The residfmrt project area is turd to
calculate overall percent built upon area (BUA). Non -coastal wetlands Immdioar'd of the NHW (or MHW) lime nuty
be included in the total project area.
S. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 64.64
9. Flow many drainage areas does the project have?l (For high density, court 1 for cacti proposed engineered
stornttunter BMP. Faloto density and other projects, use l for the whole property men)
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.
Form SW11-101 Version Oct. 31, 2013 Page 3 o1'7

Basin Information
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
Raft Swamp
Stream Class '
CSw
Stream Index Number "
14-10-(1)
Total Drainage Area (sf)
66777
On -site Drainage Area (so
66777
Off -site Drainage Area (so
0
Proposed Impervious Area" (so
43167
Impel vious Area"" (total)
64.64
Inn ervious"' Surface Area
Drainage Area I
Drainage Area
Drainage Area
Drainage Area
On -site Buildings/Lots (so
8162
On -site Streets (so
10988
On -site Parking (so
10426
On -site Sidewalks (sf)
2243
Other on -site (sf)
0
Future (so
11348
Off -site (sf)
0
Existing BUA'" (so
0
Total (so:
43167
" Stream Class and Index Number call be determined at: http//portal rrcdenr orq/ueb/-url/ys/csu/clnssiJicntiuns
Imppervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, grave} meas, etc.
Report only that snout of existing BUA that Will remain after development. Do rot report any existing BUA that
is to be removed and which toill be replaced by neo BUA.
IL How was the off -site impervious area listed above determined? Provide documentation..Offsite inn ervious
drainage is collected in roadside ditch and routed to bygLpropsoed constructed wetland
Projects in Union County: Contact DEA}LR Central OJfr ce staff to check ifthe project is located within a Threatened &
Endangered Species iratershed that mov be subject to more slringelostoronvater rettim ements as per I5:I AV,1C 02B 10600.
SUPPLEMENT AND O&M FORMS
The applicable state stornawater management permit supplement and operation and maintenance (0&M) forms
must be submitted for each BMP specified far this project. The latest versions of the forms can be downloaded
hrom Inttp�//oortal ncdenrorg/n'eb/cvn/ays/su/bap-annual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://portal.ncdenr.org/web/wq/tors/su/statesw/forms dots. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at htto://portal.ncdenr.org/web/wq/ws/su/map,s.)
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 intc. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Sturnnvater Management Permit Application Form. JM
2. Original and one copy of the signed and notarized Deed Resh ictions & Protective Covenants A)
Form. (if required as per Pat VII below)
3. Original of the applicable SuPPlennent Fonn(s) (sealed signed and dated) and O&M
agrecment(s) for aach BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to J 111
httu://wnvw.envhelP.org[-Pages/onestopexpress.html for information on the Express program
Form SWU-101 Veision Oct. 31, 2013 Page ol'7

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 treahnent/nnanagenaentfor
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 sh'eam drains to class SA waters within'k mile of the site boundary, include the'k
mile radius on the map.
7. Sealed, signed and dated calculations (one copy). J t!h
8. Two sets of plans folded to 8.5 x 14" (sealed, signed, & dated), including: J M
a. Development/Project name.
b. Engineer and finn.
c. Location map with named sheets and NCSR numbers,
d. Legend.
e. North arrow.
I. 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 NFIW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
L Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify .1fA,
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 DEMLR to verify thr SHINT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: M 48 Page No: 110-110 \ wl
11, Eor corporations and limited liability corporations (LLC): Provide documentation from the NC _(NA)
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 2FI.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 secretary state nc us/Corporations/CSearch as 2xx
Fount SWU-101 Version Oct. 31, 2013 Page 5 o1'7

VIL 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 littp:/[pot-tal.ncdenr.org/web/Ir/state-stormwater-
fonns does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VI(I. 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:R. Todd Fisher, PE
Consulting Finn: Colefenest & Stone PA
Mailing Address:116 East Flargctt Sheet Suite 300
City:Raleigh State:NC Zip:27601
Phone: (212 ) 719-1800 Fax: (919 ) 719-1819
Email:tfishet @colejeneststonecon
IX. PROPERTY OWNER AUTHORIZATION (if Contnct Information, item 2 has been filled out, complete this
section)
1, (print or hype name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name ofperson
listed in Confnct Information, iteni In) with (print or type name of organization listed in
Contact Information, item In) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form S%vU-101 Version Oct. 31. 2013 Page 6 of 7

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise f will be operating a stormwater
treatment facility without a valid permit. 1 understand that the operation of a stormwater h'eatment 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.
do hereby certify that
before me this _ day of
Public for the State of
County of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION /
I, (print or hype name of person listed in Contact Information, item 'In) di'a no
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be cons'h'octed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stogntwater de 1 A (,JCAC 2H .1000 and any other applicable state stornnvater requirements.
Signature: �(�V,,\\JJ �1d
3-�I(Jate: %f
1, _p� Q(( (L' �1 � e' I , a t�aty� Public for the State of NN C, County of
__ .. _7y, do hereby certify that l I G M r . BA Cq 1 e 1 t personally appeared
before me this 28 day of MCkY � d I y , and acknowledge the due execution of the application for
� II
a stornnvater permit. Witless nJA ay hand and official seal, _ ' LC c_ /ir./'�-.
SEAL
My commission expires D i' O Z /) it / y
Form MY(' -101 Version Oct. 31, 2013 Page 7 of 7

This certifies that PIN: 161002003
is free of:any delinquent ad valorem Tax liens
charged to the Robeson County Tax Collector;
and does certify that the deed description
matches this PIN. .A41 g:L44 7/15/13
Mapping Tech cian Sig Lure Date NC
2013006145
ROBESON CO, NC FEE $26.00
NO TAXABLE COUDERATION
FRMV SCD . 0.CCOCDCD:
07-15-2013 01:57:18 PM
VICKI L LOCRLEAR
C xccmx[x ar Dcem
e BY: TOMASA MORALES PEAVY
wss lsxacr
BK:D 1912
PG:844-847
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax:' $0.06 `.
Pafeel/Map Reference No. lbl0 01 003 (portion of) Verified By County on the_day of 20_
By.
Mail afterrecording'to: McCoy Wiggins Cleveland & O'Connor PLLC, 202 Fairway Drive,
Fayetteville, NC 28305
This Instrument, was prepared by: Anne M. Evans, Attorney at Law
Briefdescription for the Index:
THIS DEED made this. I'day of July, 2013, by and between J U N 18 2014
GRANTOR
GRANTEE
County of Robeson, a Body Politic and Corporate
State of North Carolina
of the State of North Carolina
c/o State Property Office
701 North Elm Street
1321 Mail Service Center
Lumberton NC 28358
Raleigh, NC 27699-1321
The designation .Grantor and Grantee as used herein shall include said parties, their heirs, successors, and
assigns; and shallinclude 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
,h'ereby 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 Robeson County, North Carolina and more particularly
described as follows:
See Exhibit A attached hereto and incorporated herein by reference.
All ora, portion of.the property herein conveyed _ includes or X does not include the primary residence
of a Grantor:'
The Property.hereinabove described was acquired by Grantor by instrument recorded in Book 1699, Page 447,
Robeson County, North Carolina, Public Registry. See also Deed of Correction recorded in Book 1711, Page
776; Robeson County, North Carolina, Public Registry. r�
A Map:Showing tiie above described property is recorded in Map Book TO , Page l I D , Robeson County,
North Carolina; Public Registry. See also plat map entitled "Map For Robeson County" recorded in Map Book
48; Page 30, Robeson County, North Carolina, Public Registry.

TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to
convey the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor
will warrant and defend the title against the lawful claims of all persons whomsoever, other than the following
exceptions:.,
1.,. Easements, restrictions, and rights of way of record.
2. 2013 Robeson County ad valorem taxes.
SIGNATURES APPEAR ON THE FOLLOWING PAGE

IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first
above written.
County of Robeson, a Body Politic and Corporate
of the State of North Carolina
ATTEST:
By- �y (SEAL)
BY: Noah Woods, Chairman
of the Robeson County Board of Commissioners
Tammy Freem: n; Clerk
of the Robeson County Board of Commissioners
STATE OF NORTH CAROLINA
COUNTY OF —Ro loe 51>n
. I, N 0-De `. ')B}-qy/OO � , a Notary Public in and for the State of North Carolina,
certify that Tammy Freeman personfillya cared before me this day and acknowledged that (s)he is the Clerk of
the Robeson County Board of Commissioners; that the seal affixed to the foregoing Deed is the Official Seal of
said Robeson County Board of Commissioners; that said Deed was signed and sealed by said Noah Woods as
Chairman of the Robeson County Board of Commissioners and attested by the said Clerk on behalf of the
Robeson County Board of Commissioners, all by its authority duly granted; and that said Chairman of the
Robeson County. Board of Commissioners, Noah Woods, acknowledged the said Deed to be the act and deed of
,jiie Robeson County Board of Commissioners. t
WITNESS my hand and seal this the I5 day of J k t 12013.
4
NotPublic /
,,H��i Nrp4H a y O'2 0-�. too
,,`
`Q� C. BRIYe ti,��
Q� !� Printed or Typed Name of otary Public
My Coi liW"ion ir_s: iJL1'Ur�� l (o, ZDIS
moo WaG ci
stollco loss'
U:\AEdans\ATTORNEY GENERAL\Robeson County Dental Clinic\General Warranty Deed.doc

EXH1BPr A
LYING in Lumberton Township, Robeson County, in the city limits of Lumberton, North Carolina, this subject
property being' banded on the north, east, and west by lands deeded and conveyed to the County of Robeson by
Deed recorded in Book 1699, Page 447, and by Deed of Correction recorded in Deed Book 1711, Page 776,
Robeson County, North Carolina, Public Registry (of which this subject property is a part), and on the south by the
northern right of'way margin of NC Highway 711 (having an 80 foot public right of way). All referenced materials
located in the Robeson County Registry.
COMMENCING from a North Carolina Right of Way Disk, said disk being located at the point of intersection of
the north.iot right.of way margin of NC Highway 711 and the eastern right of way margin of Nigel Road (SR 1548-
havu4 a 60. foot public right of way), and runs thence with the northern right of way margin of NC Highway 711,
North 75'degrees 54. minutes 47 seconds East for a distance of 139,95 feet to a point, said point being the true point
and place of BEGINNING;
THENCE leaving the northern right of way margin of NC Highway 711, a new line, North 13 degrees 13 minutes
11 seconds.West for a distance of 315.59 feet to a point, said point being located on the southern right of way
maioin of a 60 foot CP&L Powerline Easement;
THENCE with: the southern right of way margin of the CP&L Powerline Easement, South 81 degrees 16 minutes
06 secondsEast for a distance of 341.84 feet to a point, said point being at the intersection of the southern right of
way margin of the 60 foot CP&L Powerline Easement and the western right of way margin of a 60 foot Access
Easement (as in Deed Book 1703, Page 398);
THENCE with:the western right of way margin of the 60 foot Access Easement, South 59 degrees 23 minutes 29
seconds East for a distance of 260.41 feet to a point, said point being located on the northern right of way margin of
NC Highway 71 l;
THENCE with the northern right of way margin of NC Highway 711, South 75 degrees 58 minutes 49 seconds
West for a distance of 143.47 feet to a 3/8" iron rebar;
THENCE continuing with the northern right of way margin of NC Highway 711, South 75 degrees 54 minutes 47
seconds West for distance of 361.50 feet to a point, said point being the true point and place of BEGINNING, and
being a portion of the property deeded and conveyed to the County of Robeson by Deed recorded in Book 1699,
Page 447, and Deed of Correction recorded in Book 1711, Page 776, Robeson County, North Carolina, Public
Registry, ..
Subject property contains 96,228 square feet / 2.209 acres.
And being all of Tract 1 consisting of 2.209 acres, more or less, as shown on the plat map entitled "Subdivision Plat
for Robeson County" dated June 8, 2012 and prepared by Michael J. Adams, PLS L-4491, said plat map being
recbrded.in�Mzp Book qR ___,Page _)d_Q, Robeson County, North Carolina, Public Registry.
Together With and subject to any easements, restrictions, and covenants of record.
This description.was prepared this 8th day of June, 2012 under the direct supervision of Michael J. Adams, PLS L-
449l/CFS NC-075 and is based on a physical survey performed by M.A.P.S. Surveying, Inc.

Book 48 Page 110
(HOT TO SCALE)
NOTARY
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CERTIFICATE Or APPROVAL FOR RECORDING
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575.58 A9 SU601VISION PLAT FOR
W 519D)).2662=Ss,r=,,. `y M•A-P-S• ROBESON COUNTY
ro=w6a.6srr n° 361.50 .- 1= H1yY Tj 1 RIVE SURVEYING, INC.
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srs'si Az O LT DISC ST5• o LOONTR pOBUC Rr 1, rnrLnL9lLlt. x. c. zeJDs
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LUYBERTON i = Too'
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J SURVEY pATC JUNC B. 3012
'{1C7 LINE TO Y a,P,Yrco�Qm �wowA¢ 12UIDY; ROBCSON f,fjj`. LUYBCRTON, NC
_� N J19003.5196
[ r9Z9Z10.560R

Permit Number:
(to be prorided by DII12)
Drainage Area Number:
Stormwater Wetland Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a
known set location. Any deficient 13MP elements noted in the inspection will be corrected, repaired or
replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and
the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately following construction of the stormwater wetland, bi-weekly inspections will be
conducted and wetland plants will be watered bi-weekly until vegetation becomes established
(commonly six weeks).
— No portion of the stormwater wetland will be fertilized after the first initial fertilization that is
required to establish the wetland plants.
— Stable groundcover will be maintained in the drainage area to reduce the sediment load to the
wetland.
Once a year, a dam safety expert should inspect the embankment.
After the stormwater wetland is established, I will inspect it monthly 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 will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired
immediately.
('BMP,telem`ent:fyG�tS.t�t, ,,,��'�f�;;P,oteritial'q
robleni: {`,;,, ;k , IW,i�rtsiTf> sjll;lHowI!wrll^.'iemedtatejfhei
FoBleni'16t}u!�'!�j�tt�
Entire BMP
Trash/debris is present.
Remove the trash/debris.
Perimeter of wetland
Areas of bare soil and/or erosive
Regrade the soil if necessary to remove the
gullies have formed.
gully, and then plant a ground cover and
water until it is established. Provide lime
and a one-time fertilizer application.
Vegetation is too short or too long.
Maintain vegetation at an appropriate
height.
Inlet device: pipe or
The pipe is clogged (if applicable).
Unclog the pipe. Dispose of the sediment
swale
offsite.
The pipe is cracked or otherwise
Replace the pipe.
damaged if applicable),
Erosion is occurring in the swale (if
Regrade the s+•ale if necessary to smooth
applicable).
it over and provide erosion control
devices such as reinforced turf matting or
riprap to avoid future problems with
erosion.
JUN 118 2014
Form SW401-Wetland O&O-Rev.4 - Page I ol'3

az
Permit Number:
(to be piooded be Dfl'Q)
C^BIvIP;I`elemeritiu; �°ice �{l;�`u,"�„lrn
� P,otentiah roblemar,`�i`�,atinJJa+��w'i��6.'�'iuli�al+i�Fiow„Ipwill6Pem`ediate(the,
rolilein ,',q;,?�41;°
Forebay
Sediment has accumulated in the
Search for the source of the sediment and
forebay to a depth that inhibits the
remedy the problem if possible. Remove
forebay from functioning well.
the sediment and 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 future erosion
problems.
Weeds are present.
Remove the weeds, preferably by hand. If
a pesticide is used, wipe it on the plants
rather than s ra'In .
Deep pool, shallow water
Algal growth covers over 50% of the
Consult a professional to remove and
and shallow land areas
deep pool and shallow water areas.
control the algal growth.
Cattails, phragmites or other invasive
Remove invasives by physical removal or
plants cover 50% of the deep pool and
by wiping them with pesticide (do not
shallow water areas.
spray) - consult a professional.
Shallow land remains flooded more
Unclog the outlet device immediately.
than 5 days after a storm event.
Plants are dead, diseased or dying.
Determine the source of the problem:
soils, hydrology, disease, etc. Remedy the
problem and replace plants. Provide a
one-time fertilizer application to establish
the ground cover if necessary.
Best professional practices show that
Prune according to best professional
Pruning is needed to maintain optimal
practices.
plant health.
Sediment has accumulated and
Search for the source of the sediment and
reduced the depth to 75% of the
remedy the problem if possible. Remove
original design depth of the deep
the sediment and dispose of it in a location
pools.
where it will not cause impacts to streams
or the BMP.
Embankment
A tree has started to grow on the
Consult a dam safety specialist to remove
embankment.
the tree.
An annual inspection by appropriate
Make all needed repairs.
professional shows that the
embankment needs repair,
Evidence of muskrat or beaver activity
Consult a professional to remove muskrats
is present,
or beavers.
Micropool
Sediment has accumulated and
Search for the source of the sediment and
reduced the depth to 75% of the
remedy the problem if possible. Remove
original design depth.
the sediment and dispose of it in a location
where it will not cause impacts to streams
or the BMP.
Outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the
sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
Receiving water
Erosion or other signs of damage have
Contact the NC Division of Water Quality
occurred at the outlet.
401 Oversight Unit at 919-733-1756.
Form SW401-Wetland O&M-Rcv.4 Page 2 of 3

Permit Number:
(to be prodded by DIVQ)
I acknowledge and agree by my signature below that I atn 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:East Carolina University School of Dental Medicine - Community Service Learning
BAIP drainage area number:
Print name: William E. 6aunell
Title:East Carolina University, Associate Vice Chancellor for CamPLIS Operations
Address: 1001 East EOtlrth Street. Greenville, NC 27858-4043
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been
sold and a resident of the subdivision has been named the president.
I, 9bb tee a BI li!P I I a Notary public for the State of
NC County of Pi+ do hereby certify that
WilliII i i m E BctO n t I I personally appeared before me this at day of
Uu N L , Z01 q , and acknowledge the due eXecution of the forgoing storn»vater wetland
maintenance requirements. Witness my hand and official seal,
`�
SEAL
My commission expires 69 1 02 1 1 2 0
Form SW40l-WetlandOKM-Kev.4 Page of3

Charlotte
Raleigh
Wilmington
ColeJenest
& Stone
Land Planning
Landscape Architecture
Civil Engineering
Urban Design
150 Fayetteville Street, Suite 950
Raleigh, North Carolina 27601
p+9197191800 F+9197191819
www. co lej e n es is t o n e. c o m
ECU Dental SLC
- Lumberton,
NC
CJS # 50287
CALCULATIONS
FOR:
EROSION CONTROL
STORM DRAINAGE ANALYSIS
STORMWATER DETENTION & WATER QUALITY
J U N 1 8
2014
DATE: 05/03/13
REV:
CARO
:•2p o�ESSIp�9`9 .�
xc&{M1`o�
w ' SEAL r' i^
i
��025163 I •'

PROJECTSUMMARY
Charlotte
ECU Dental SLC - Lumberton, NC Raleigh
CJS PROJECT NO.: 50287 ColeJenest Manington&Stone
DATE: 51312013 BY: JCM
REVISED: RVW: RTF Land Planning + Landscape Architecture + Civil Engineering + Urban Design
East Carolina Universtiy is proposing to build a Service Learning Center in the City of
Lumberton, Robeson County, North Carolina as an extension of their School of Dentistry in
Greenville, NC. The existing undeveloped site is located on the north side of NC HWY 711 /
Country Club Drive at the intersection with Pinecrest Circle. The post -development impervious
area is approximately 0.99 acres (including future building and parking lot expansions)
approximate 69% of site being impervious area. During construction all erosion control drainage
will be treated by a skimmer sediment basin which will be converted into a constructed wetland
area to treat all stormwater from proposed site. The stormwater wetland will provide an 85%
reduction in total suspended soilds, 40% nitrogen reduction, and 40% phosphorus reduction for
the first 1.0" of rainfall. The stormwater wetland will outlet via a proposed drainage swale across
the adjacent 60'Access Easement to reach the existing ditch along the northeastern property line.
A field study completed by S&ME, Inc., has determined the seasonal high water table elevation to
be located at 24 inches below existing grade level, equating to approximate elevation +_134.00 in
the region of the proposed wetland basin. Based on this evaluation, the permanent pool of the
basin has been set at elevation 133.50.

EROSION CONTROL

SEDIMENT BASIN CALCULATIONS
ECU Dental SLC - Lumberton, NC O
�,i�vn
^9�an
CJS PROJECT NO.: 50207 COleJene53
DATE: 541/2013 By: JCM & Stone
REVISED: RVW'. RTF u^d Plzmm, • Ladd—, AvOrimw,.. c..i E,—,,ins . U,b- D.,
FAIRCLOTH SKIMMER TYPE BASIN: STAGE 1
DRAINAGE AREASA7EQD STORAGE
Total drainage area DA) 1.9 as,
Disturbed ana DA le ac
R dsediment stow a (1800.DAI 113398.4 c/
BASIN CONFIGURATION
Proposed sediment depth
2.5 it
Depth of flow over spillway
1 it
Bottom elevation of basin
131 met
Sediment Storage elevation
133.5 msl
Spillway crust
134.5 rest
Top of Berm
135.5 ms/
SPILLWAY DESIGN
DESIGNFLOW Q=CIA
Composite soil coethcient'C'=
0.0
rea 'A'=
1.9 ac
f0 yr. stone miniall intensify, 'T=
8.11 in/hr
Core uted flow from site,'0'=
9 cis
SKIMMER DESIGN
1 Skimmer
2 Skimmers
Dmwdown Time:
2tlays
2days
Skimmer Size:
2.5"
2"
Onlice Size:
2.0 id.
1.5 in.
NCDENR7 r1��IF yes, Type:1
ESTIMATED BASIN SIZE RECTANGULAR
Length(It) Widtill
Bottom 48 22
To 88 40
PLANNED BASIN SIZE (REFER TO EROSION CONTROL PLAN)
Elev. Area SF Cumulative Volume CF
131
2579
too
132
3405
1420
133
4288
5267
133.5
4750
7520
134
5226
10020
135
0222
15744
X
X
pVALUEI
X
X
pVALUEI
X
X
pVALUEI '
X
X
pVALUEI
BASIN EFFICIENCY
Sediment storage required:
3398.4
cf
Sediment stooge provided:
7526
cf OKAY
Surface ama required:
3915
s1
Surface area provide&
5226
sf OKAY
FAIRCLOTH SKIMMER DESIGN TABLE
CF drained
Drawdown
Factor
CFdrained
Drawdown
Factor
1.5" Skimmer
1728
1 day
960
d' Skimmer
18267
1 day
1454
3456
2tlays
1920
36534
2days
2908
5184
3days
2880
54803
3days
4362
6912
4 days
3840
72000
4 days
5816
12096
7 days
6720
127869
7 days
10178
2" Skimmer
3283
1 day
1123
5" Skimmer
32832
1 day
1642
6566
2days
2246
65664
2days
3283
9849
3tlays
3369
9B496
3days
4926
13132
4days
4492
131328
4days
6568
22982
7tlays
7861
229824
7days
11491
2.5" Skimmer
5500
1day
1144
5"Skimmer
51840
1day
IB14
11000
2days
2304
103680
2tlays
3628
16500
3tlays
3432
155520
3days
5442
22000
4days
4576
307360
4days
7256
38500
7tlays
8064
362880
7tlays
12701
3" Skimmer
9744
1 day
1382
8" Skimmer
97978
1 day
1987
19547
2tlays
2765
195956
2days
3974
29322
3days
4146
293934
3days
5961
39096
4days
5528
391912
4days
7948
68415
Ida s
9677
658846
7tlays
13909
SPILLWAY DESIGN
Spillway Design =(L=Q1fC-hA1.5)J C= 3
h= 1
Spillway Length at Flow Depth Required: 3 it
Spillway Length at Flow De th Provided. 10 it OKAY
This table contains
maximum drainage
volumes fora given
Skimmer size and
drawdown period.
The orifice area is
calculated by dividing the
Provided storage volume
by the corresponding
Factor. The factors are
taken from the table and
were generated assuming
a constant head.
The diameter of the oncce
is calculated by:
(2'(J(Area/3.14))

SEDIMENT BASIN CALCULATIONS
N,Inne
ECU Dental SLC •Lumberton, NC x,l.ax
ColeJenesnet
CJS PROJECT NO.: 50287 .& sto
DATE: 5py2013 BV: JCM
REVISED: RVW: RTF u.d urmaxx Chi ,e. elril engineering . ton.. Oaiso
FAIRCLOTH SKIMMER TYPE BASIN: STAGE 2
DRAINAGE AREASIREOD STORAGE
Total drainage area (TDA) 1.1 ac
Disturbed area DA 1.1 ac
R dsediment storage 1800xDA 2001.E ci
BASIN CONFIGURATION
Proposed sediment depth
2.5 IT
Depth of now over spillway
1 it
Bottom elevation of basin
131 mail
Sediment Storage elevation
133.5 msl
Spillway chest
134.5 msi
Top of Berm
135.5 mail
SPILLWAYDESIGN
DESIGNFLOW O=CIA
Composite soil coeRcient'C'-
0.6
Area A'=
1.1 ac
10 yr. stand rainfall intensity, 'T =
8.11 ini
Computed now from site, 'O'=
5 cis
SKIMMER DESIGN
1 Skimmer
2 Skimmers
Drawdown Time:
I tlays
2 days
Skimmer Size:
2.5"
2"
Onllce Size:
2.0 in.
1.5 in.
NCDENR7 ri�=- IF Yes, Type: 1
ESTIMA TED BASIN SIZE LRECTANGULARj
Lengtn/tt) krdrn(tt)
Bottom 38 18
To Sd 34
PLANNEDBASINSIZE (REFER TO EROSION codrnoL Pun)
Elev. Area SF Cumulative Volume CF
131
2579
1043
132
3405
1420
133
4288
5267
133.5
4750
7526
134
5226
10020
135
6222
15744
X
X
pVALUEI
X
X
pVALUEI
X
X
pVALUEI
X
X
pVALUEI
BASIN EFFICIENCY
Sediment storage required:
2001.6
cf
Sediment storage provided:
7526
cf OKAY
Surface area mquirad:
2175
at
Surface area provided:
5226
sf OKAY
FAIRCLOTH SKIMMER DESIGN TABLE
CF drained
Drawdown
Factor
CF drained
Drawdown
Factor
1.5" Skimmer
1728
1 day
960
4" Skimmer
18267
1 day
1454
3456
2tlays
1920
36534
2tlays
2908
51 B4
3days
2880
54803
3days
4362
6912
4 days
3840
72000
4 days
5816
12096
7days
6720
127869
7tlays
10178
2" Skimmer
3283
1 day
1123
5" Skimmer
32832
1 day
1642
6566
2tlays
2246
65664
2tlays
3283
9849
3days
3369
98496
3days
4926
13132
4 days
4492
131328
4 days
6568
22982
7days
7861
229824
7days
11491
2.5" Skimmer
5500
1 day
1144
6" Skimmer
51840
1 day
1814
11000
2tlays
2304
103680
2days
3628
16500
3days
3432
155520
3days
5442
22000
4 days
4576
307360
4 days
7256
38500
7days
thou
362BBO
7days
12701
3' Skimmer
9744
1 day
1382
8" Skimmer
97978
1 day
1987
19547
2days
2765
195956
2days
3974
29322
3days
4146
293934
3days
5961
39096
4 days
5528
391912
4 days
7948
68415
7days
9677
658846
7tlays
13909
SPILLWAY DESIGN
Spillway Design =(L=O/(C-h"1.5))
C= 3
h= 1
Spillway Length at Flow Depth Required:
1.67 fl
Spillway Length at Flow Depth Provided:
10 R OKAY
This table contains
maximum drainage
volumes for a given
Skimmer size and
drawdown period.
The orifice area is
calculated by dividing the
Provided storage volume
by the corresponding
Factor. The factors are
taken from the table and
were generated assuming
a constant head
The diameter of the onhce
is calculated by:
(2'(�(Area73.14))

STORM DRAINAGE ANALYSIS

at
Zq0 PG'Q�� j EASEMENT
� _ 1
DA-005
0,027 ACRES
DA-007 CN = 0,95
\ \ 0.013 ACRES DA-006 =,
' \ \ CN = 0.95 1 0.027 ACRES i
CN
' \0.CN ACRES - � 1 CN 0.95
\ _0.014 ACRESDA - 8A
\ \ CN 0.95 . ' COC
N 25 0 aOEs
` \ DA 7A
\0.=302 ACRES
CN = 0 85
DA-004
0.013 ACRES
\
CN = 0.95
0131 ACRES
. = ACRES
C
CN = 0.95 �` \
DA-0011 "
N = ACRES C\
CN = 0.95
i DA-COI �.
DA-CO9 1 RCN 05 095E5
�1\/
! ON - ACRES / U
\CCR
DA - 6A
0.133 ACRES \
CN - 0.90
DA - 5A
0.275 ACRES
CN - 0.90
J
/M MI
-
-
$0 \ \
oee is p a,
�O.t HOC F44,
\ AO JJ 4,e
i
SSMH RFC
.
I /� �� -' i ~\ " / /
INV IN (12-)-130.10'
(NW) INV OUT 12-)-130.07' (SE)SSMH
i
-10 RIM-137.18'
INV IN (8')-131.43' (S)
om INV IN (12')-12sss' (v)
A ` INV OUT (12-)-126.49' (E)
cm \c —� [)RIVE
O Colelenest
SLC #7 - LUMBERTON, NC DRAINAGE AREA MAP
&Stone EAST CAROLINA UNIVERSITY Project No.50287 Issued +03.22.13SCALE: 1"=40'
0 20 40 80

50287 - ECU SLC #7 - LUMBERTON, NC
STORMCAD REPORT - STORM NETWORK
Start
Node
Stop Node
Diameter
(in)
Length (ft)
Slope
(ft/ft)
Invert In
(ft)
Invert
Out (ft)
Upstream
Inlet C
Upstream
Inlet Area
(acres)
System
Rational
Flow (ft3/s)
Capacity
(ft3/s)
Excess
Capacity
(ft3/s)
Elevation
Ground
(ft)
Cover
(Start) (ft)
Cover
(Stop) (ft)
Hydraulic
Grade Line
(In) (ft)
Hydraulic
Grade Line
(Out) (ft)
ADG-8A
WYE 8
12
55
1.00%
135.14
134.59
0.80
0.025
0.16
4.64
4.48
139.00
2.86
3.16
135.31
134.91
WYE 8
CI-6A
12
54
1.00%
134.59
134.05
(N/A)
(N/A)
0.58
4.63
4.06
138.75
3.16
2.33
134.91
134.82
CI-7A
CI-6A
15
90
0.50%
134.5
134.05
0.85
0.302
2.10
4.57
2.47
138.75
3.00
2.08
135.09
134.82
CI-6A
CI-5A
15
90
0.90%
134.05
133.25
0.90
0.133
3.65
6.09
2.44
137.38
2.08
1.50
134.82
134.27
CI-5A
CI-4A
18
66
1 0.50%
1 133.25
132.92
0.90
0.275
5.68
7.44
1.76
136.00
1.25
2.33
134.27
134.11
CI-4A
OF-1
18
32
1 0.50%
1 132.92
132.75
0.90
0.131
7.64
7.68
0.04
136.75
2.33
2.25
134.11
133.82
STORMCAD REPORT - ROOF LEADER. NETWORK
Start
Node
Stop Node
Diameter
(in)
Length (ft)
Slope
(ft/ft)
Invert In
(ft)
Invert
Out (ft)
Upstream
Inlet C
Upstream
Inlet Area
(acres)
System
Rational
Flow (ft3/s)
Capacity
(ft3/s)
Excess
Capacity
(ft3/s)
Elevation
Ground
(ft)
Cover
(Start) (ft)
Cover
(Stop) (ft)
Hydraulic
Grade Line
(In) (ft)
Hydraulic
Grade Line
(Out) (ft)
CO-13
CO-12
6
24
2.00%
136.10
135.61
0.95
0.014
0.11
1.04
0.93
140.00
3.40
3.89
136.26
135.86
CO-12
CO-11
6
18
2.00%
135.61
135.25
0.95
0.017
0.24
1.04
0.80
140.00
3.89
4.25
135.86
135.55
CO-11
CO-9
6
12
2.10%
135.25
135.00
0.95
0.014
0.35
1.06
0.71
140.00
4.25
4.50
135.55
135.33
CO-9
I WYE 8
6
1 34
1.20%
1 135.00
134.59
1 0.95
0.008
1 0.41
0.81
1 0.40
140.00
4.50
3.66
135.33
134.84
CO-7
CO-6
6
30
2.00%
138.00
137.40
0.95
0.013
0.10
1.04
0.93
140.00
1.50
2.10
138.16
137.68
CO-6
CO-5
6
42
2.00%
137.40
136.56
0.95
0.027
0.31
1.03
0.72
140.00
2.10
2.94
137.68
136.93
CO-5
CO-4
6
30
2,00%
136.56
135.96
0.95
0.027
0.52
1.03
0.51
140.00
2.94
3.54
136.93
136.36
CO-4
CO-3
6
8
2.10%
135.96
135.80
0.95
0.013
0.62
1.05
0.42
140.00
3.54
3.70
136.36
136.11
CO-3
CO-2
6
71
1.70%
135.80
134.58
(N/A)
(N/A)
0.62
0.96
0.34
140.00
3.70
4.92
136.20
135.05
CO-2
CO-1
8
17
1.00%
134.58
134.41
0.95
0.044
0.96
1.59
0.62
140.00
4.75
4.92
135.05
134.89
CO-1
CI-4A
8
73
1.60% 1
134.41
133.25
0.95
0.005
1.00
1.98
0.98
1 140.00
4.92
2.83
1 134.89
134.11
* Calculations based on 10-year, 24-hour storm with a 5 minute duration of 8.11 inches / hour.

3113/13
Precipitation Frequency Data Server
NOAA Atlas 14, Volume 2, Version 3 LUMBERTON
6NW
Station ID: 315177 l�""'•v
• Location name: Lumberton, North Carolina, US* pp"�
Coordinates: 34.6272,.79.0247 1 '3
Elevation: '•��•„
Elevation (station metadatti 112 W
murce: Geogle Maps
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonnln, D. Martin. B. Lin, T. Parzybek M.Yelda, and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland
PF tabular I PF graphical I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence Intervals (in incheslhour)t
Average interval (years)
DuratioIF
1
��I�i����Fi�F.
2
5
10 I
�recurrence
25 J
50
100 _
200
500
1000
5.28
6.24 1
7.30
8.11
9.11
9.85
10.6
11.3
12.2
12.9
5-min
(4855.78)
(5.72.883)
(6687.99)
(740.8.86)
(8289.92).
(89310.7)
(95311.5)
(10.112.3)
(108132)
(11.3-14.0)
10-min
4 22
(3874.62)_
4.99
(4.57547)
S 84
(535.6.40)
6.49 -'�
'(5927.08)
7 26
(6607.91) I
7.84
(7.11854)
8 40
(757914).
8.93
(8.00.971)
8 61
(854105)
10.1
(8.93.1 L0) ,
3.52
4.18
4.93
5.47
6.14
6.62
7 OB
7.51
8 07
8.47
15-min
(3.223_BS)
(383-4.58)
(4.51-5.40)
(500.5.97)
(5.58-6.68)-1
(6 W_7,20).
(6387.70)
(6.74.8.76)
(7.178.77)
(7_48_9.22) m
2.41
2.89
J.50
396
4.54
499
542
585
642
8.88
30-min
(221284) j
(2.65.3.16)
(3.2h3.83)
(3624.33)'
(413_4.95)
(4525.43)J
(4895.90)
(524-8.36_)�
(5.70698)
(6_.057.46)
150
-81
2.25
2.58
302-IF-3-3
8
373 li
4.10
460
5. 00
60-m10
(138165)
(166-1.98)-11
(208.2.46)
(2362.82)
(275-3.30)
(306368),I
(337.4.06)
(368.4.46)
(4.09501)
(4.425_45)
0870
1.05
1.33
155
1.86
211
2.37
2.65
303
3.J5
2-hr !
(0.792.0.965)
(0.960 1.17)
(1 21.1.47) I
(141-1.72) ',
(1 68.2.05) I
(1 90 233) ;
(212.2.61) ;1
(2.35.291)
(2.68 333) '
(2.92 3.68)
0 614
0 743
0.944
1 11 !
1 JS
1 54
1.T5
1 98
2 30
2.58 m
3-hr
(0559-0,686)
(067fi0.829)
(0856.1.05)
(1001.23) 11
(121 749).
(138171):
(1.55-1.94)
(1.74218)
(2.002.54)
(2.21.284)
6-hr
0 366
(0332-0_408)'(04020.493)
0 443
0.563
(05100.626)
0 683
(05990.735)
0.806
(07270.891)I
0.926
(0824102)�
1.08
(09321.16)I
1.20
(105131)
1 40
(1.21154)
1.57
(1.341.73)
12-hr
0 214
(0193-0.240)
0.258
(0233-0.290)�
0.330
(0297.0.370)I
0.391
(0351-0437)
0.478
(0428_0_533)
0 553
(0489 0_614)�
if 634 -
(0.558-0.703)
0 723
(0.627 0_800)�
0 854
(0.730 O.B46)
0.985
(0.8141.07)
24-hr
0 126
(0117.0.138)
0i�ll
0.153
(01430.166)
0.197
(018&0.213) I��������I
0 234
(02180.252)
0.286
(02820307)
0.328
(03000354)
0 373
(0.3390404)
0 422
(0.3820457)�(0.4410533)
0 492
0.550
(0.488-0.598)I
0074
0089
0.114
0.134
0163
0186
0.211
0238
0276
0.308
2-day
III
(0D680.079)1.(0083.0.096)
(0106.0.123)
(0124.0.144)
(01500175)(01710.201)',(0192-0.228)
(0215-0258)
(02470300)
(0.273-0.335).
3-day
0 052 I
(0 049 0.056)
0 063 IF
(0 059-0.068)
0 080
(0075 0.086)I
F 0 094
(0087-0.101)
0.113
(0105 0122)I
0129
(0119 0_139)
0148
(0 134-0157)I
0.164
(D_1490177)I
0190
(0.170 0 205)
0.210
(0.188 0.228)1
! 4-day
0.042
(0.039-0.045);
0.050
(0.047-0.054)I
0.063
(0.059-0.068)
0.074
(0069.0.079).'
0 089
(0 082:0.095),
I 0.101
(0 093-0.108)
0 114
(0104.0.122)
0.127
(0.116 0A36)I
0.146
]_
(0.132-0.157)
0.162
(0.145.0.175).
-
0.028
0033
0042
0.048
0057
0085
0.100 I
'7 day
(0.026�0.030):
.
(0.031-0.036)i
(0.039.0.044)
(0 045-0051)
(0.053.0.061)
(0060 0.069)i
(0 066 0:077)�
(0.073 0.086)I,
(0.083 0.098),
(0.091-0.108)
0.012
0. 227
0.033
0.037
11 0 049
6 654
O60 0
0 067
0.073
1D-day
(0021_0.024)
(0.025-0.028)
(0.031.0.035)I
035.0040)'(0041-0.047),(00480052)
(00500058),(0.055.0064);(0.062-0.072)
(0.067.0.079):
F20-day
D 0.015
( .014-0.016)'
0.018
(0.017.0.019)
0.022
(0.020-0.023)'
0.024
(0.023.0.026),
0.028
(0.027.0.030),
0.031
(0029.0033)
0.035
(0032.0037)
0.038
(00350.040)
0.042
(0.039.0.045)
0.046
(0.042-0.049)�
�30-da
0.012
0.015
0.017
0.020
0.021)
0.022
0.024
0.026)
0.027
(0.025.0.028)
0.029
(0.027-D.030)',
0.032
(0.030-0.034)
0.034
(0.032-0.036)'
I
45-day
(0.012.0.013)
0.010
(0010_0.011)
(0.014 0.015)
0.012
(0012-0.013)
(0.017-0.018)�
0.014
(0014.0.015)
(0.019
0.016
(00150017)(00170_019)
(0.021.0.024)I
0.018
(0.023
0.020
(0019.0021)
0.021
(00200022)
0.023
(0.021.0024)(0.023.0026)
0.025
F 0.026
(0.025.0.028)
6.009
go"0.013
0.014
0016
0.017
0.018
0020
0.021
0.022
60-day
(0009.0.010)
(00110.012)
(0012.0.013)
(0013.0015)
(00150016)
(00160018)
(0017.0019).(0.018.0021),(0.0200.022)
(0.021-0.024)
t Precipitation frequency (PF) estinetes In this table are based on frequency anatysis of partial duration series (PDS).
hWrbers in parenthesis are PF estimates at lower and upper bounds of the 9D% confidence Interval. The probability that precipitation frequency estimates (far a
given duration and average recurrence Interval) w9 be greater than the upper bound (or less than the low er bound) is 5%. Estimates at upper bounds are not
checked against probable naxinurn precipitation (PN) wits aces and Trey be higher than currently valid PW values.
Reese refer to NOAA Atlas 14 document for me information.
Back to Too
hdsc.rays.noaa.goWhclsc/pfds/pfds_jrintpagebttd7st=rc&sta=31-5177&dala=intensity units=erg lish&series=pds 1/4

STORMWATER DETENTION &
WATER QUALITY

NCDENR- Stormwater Wetland
ECU Dental SLC - Lumberton, NC O kg
CJS PROJECT ND.: 50287 Colejenest Wilmington
DATE: 51312013 BY: JCM & Stone
REVISED: I RVW: RTF Land Planning ♦UndgcaPc Acniteemre+ Civil m9meermg, Urban oesign
NCDENR BMP Design Manual, July 2007
DRAINAGE AREA INFORMATION
Total Drainage Area to Pond = 1.53 Acres
Post -Developed Impervious Area' = 0.99 Acres, or 64.6 %
Designed PPE (Top of Shallow Water) = 133.5
WATER QUALITY VOLUME (WQv) and SURFACE AREA REQ.
Rv = runoff coefficient(RunofflRainfall)
WQv = Water Quality Volume (1-inch water quality control)
I = % Impervious
D = Plant Depth (12" Maximum)
("Simple Method" - Schueler)
Rv aa 0.05 + 0.009(I)
WQv = 1"'Rv'A
12
Rv = 0.63
WQv = 0.08 Ac. Ft.
3516 Cubic Feet Required
D = 12 in.
This volume must be released over a minimum period of 24 hours.
Surface Area Required = SA1DA 1100 x Drainage Area:
Surface Area Provided (at permanent pool):
Refer to Storage - Elevation Data Chart
3516 sf
4750.00 sf
Page 1 of 3

ELEVATION TO HOLD WQv
Refer to Storage - Elevation Data Chart
CPv Elevation = 134.20
RELEASE RATES
Release Rate for WQ control:
Water quality control volume is to be released over a 3-day duration beyond the center of
WQ Release Rate = 0.014 cfs
ORIFICE SIZING FOR WATER QUALITY VOLUME
Avg Head = (Weir Elev - Perm Pool Elev) 13 = 0.33 ft
Use orifice equation
Weir Elev = 134.50
PPe = 133.50
Q = CA(2gh)"0.5
A = 0.703 in^2
A = (¶'d^2)14
d = 0.95 inches
(3-Day Drawdown)
Page 2 of 3

Water Quality Pond
ECU Dental SLC - Lumberton, NC w
CJS PROJECT NO.: 50287 C01 Jenest '�Immg,o,
DATE: 51312013 BY: JCM & Stolle
REVISED: I RVW: RTF Land Manning* LandseapeArehifecNrt+ corm engme.mg. uroan Design
BM P Basin Storage - Elevation Data
Elevation
Area sf
Area (ac)
Inc. Vol.
(ac-ft
Total Accum.
Vol. ac-ft
Accum. Det.
Vol. (ac-ft)
Notes
0.00
0
0.00
0.000
0.00
0.00
0
0.00
0.000
0.000
0.00
130.50
2,187
0.05
3.276
3.276
0.00
131.00
2,579
0.06
0.027
3.304
0.00
132.00
3,405
1 0.08
0.069
3.372
1 0.00
133.00
4,287
0.10
0.088
3.461
0.00
133.50
4,750
0.11
0.052
3.512
0.00
PPv
134.00
5,227
0.12
0.057
3.570
0.06
135.00
6,222
0.14
0.131
3.701
0.19
Design Permanent Pool Elevation (PPe) = 133.50
Required Surface Area at PPe (PPsa) = 3515.84 ac-ft OKAY
WQv = 0.08 ac-ft
Elevation to hold Water Quality Volume = 134.20
Page 3 of 3

O
Pre -Development
2S 9P r. 14
Post Development Stormwater Wetland Outall
Subcat Reach on Link Drainage Diagram for Stormwater Wetland - 50287
Prepared by {enter your company name here}, Printed 5/15/2013
HydroCADO 9.00 sin 05796 0 2009 HydroCAD Software Solutions LLC

Stormwater Wetland - 50287 Type 111 24-hr 6.00 hrs Lumberton 1" Rainfall=1.00"
Prepared by (enter your company name here) Printed 5/15/2013
Summary for Pond 9P: Stormwater Wetland
Inflow Area = 1.533 ac, 0.00% Impervious, Inflow Depth = 0.63" for Lumberton 1" event
Inflow = 3.04 cfs @ 3.07 hrs, Volume= 0.081 of
Outflow = 0.02 cfs @ 6.08 hrs, Volume= 0.047 af, Atten= 99%, Lag= 180.5 min
Primary = 0.02 cfs @ 6.08 hrs, Volume= 0.047 of
Routing by Stor-Ind method, Time Span= 0.00-36.00 hrs, dt= 0.01 hrs
Peak Elev= 134.15' @ 6.08 hrs Surf.Area= 5,376 sf Storage= 3,290 cf
Plug -Flow detention time= 921.8 min calculated for 0.047 of (58% of inflow)
Center -of -Mass det. time= 895.3 min ( 1,102.1 - 206.8 )
Volume Invert Avail.Storage Storage Description
#1 133.50' 8,219 cf Pond #1 (Prismatic) Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic -feet) (cubic -feet)
133.50 4,750 0 0
134.00 5,227 2,494 2,494
135.00 6,222 5,725 8,219
Device Routing Invert Outlet Devices
#1 Primary 133.50' 1.0" Vert. Orifice/Grate C= 0.600
#2 Primary 134.50' 10.0' long x 1.00' rise Sharp -Crested Rectangular Weir
2 End Contraction(s) 1.0' Crest Height
Primary OutFlow Max=0.02 cfs @ 6.08 hrs HW=134.15' (Free Discharge)
1 1=Orifice/Grate (Orifice Controls 0.02 cfs @ 3.76 fps)
2=Sharp-Crested Rectangular Weir( Controls 0.00 cfs)

Stormwater Wetland - 50287 Type Ill 24-hr 6.00 hrs Lumberton 1" Rainfall= 1. 00"
Prepared by (enter your company name here) Printed 5/15/2013
HydroCAD® 9.00 s/n 05796 © 2009 HydroCAD Software Solutions LLC Page 3
Stage -Area -Storage for Pond 9P: Stormwater Wetland
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
133.50
4,750
0
133.51
4,760
48
133.52
4,769
95
133.53
4,779
143
133.54
4,788
191
133.55
4,798
239
133.56
4,807
287
133.57
4,817
335
133.58
4,826
383
133.59
4,836
431
133.60
4,845
480
133.61
4,855
528
133.62
4,864
577
133.63
4,874
626
133.64
4,884
674
133.65
4,893
723
133.66
4,903
772
133.67
4,912
821
133.68
4,922
870
133.69
4,931
920
133.70
4,941
969
133.71
4,950
1,019
133.72
4,960
1,068
133.73
4,969
1,118
133.74
4,979
1,167
133.75
4,989
1,217
133.76
4,998
1,267
133.77
5,008
1,317
133.78
5,017
1,367
133.79
5,027
1,418
133.80
5,036
1,468
133.81
5,046
1,518
133.82
5,055
1,569
133.83
5,065
1,619
133.84
5,074
1,670
133.85
5,084
1,721
133.86
5,093
1,772
133.87
5,103
1,823
133.88
5,113
1,874
133.89
5,122
1,925
133.90
5,132
1,976
133.91
5,141
2,028
133.92
5,151
2,079
133.93
5,160
2,131
133.94
5,170
2,182
133.95
5,179
2,234
133.96
5,189
2,286
133.97
5,198
2,338
133.98
5,208
2,390
133.99
5,217
2,442
134.00
5,227
2,494
134.01
5,237
2,547
134.02
5,247
2,599
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
134.03
5,257
2,652
134.04
5,267
2,704
134.05
5,277
2,757
134.06
5,287
2,810
134.07
5,297
2,863
134.08
5,307
2,916
134.09
5,317
2,969
134.10
5,326
3,022
134.11
5,336
3,075
134.12
5,346
3,129
134.13
5,356
3,182
134.14
5,366
3,236
134.15
5,376
3,289
134.16
5,386
3,343
134.17
5,396
3,397
134.18
5,406
3,451
134.19
5,416
3,505
134.20
5,426
3,560
134.21
5,436
3,614
134.22
5,446
3,668
134.23
5,456
3,723
134.24
5,466
3,777
134.25
5,476
3,832
134.26
5,486
3,887
134.27
5,496
3,942
134.28
5,506
3,997
134.29
5,516
4,052
134.30
5,526
4,107
134.31
5,535
4,162
134.32
5,545
4,218
134.33
5,555
4,273
134.34
5,565
4,329
134.35
5,575
4,385
134.36
5,585
4,440
134.37
5,595
4,496
134.38
5,605
4,552
134.39
5,615
4,608
134.40
5,625
4,665
134.41
5,635
4,721
134.42
5,645
4,777
134.43
5,655
4,834
134.44
5,665
4,890
134.45
5,675
4,947
134.46
5,685
5,004
134.47
5,695
5,061
134.48
5,705
5,118
134.49
5,715
5,175
134.50
5,725
5,232
134.51
5,734
5,289
134.52
5,744
5,347
134.53
5,754
5,404
134.54
5,764
5,462
134.55
5,774
5,520

Stormwater Wetland - 50287 Type 11124-hr 6.00 hrs Lumberton 1 " Rainfall=1.00"
Prepared by {enter your company name here} Printed 5/15/2013
Solutions LLC
Stage -Area -Storage for Pond 9P: Stormwater Wetland (continued)
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
134.56
5,784
5,577
134.57
5,794
5,635
134.58
5,804
5,693
134.59
5,814
5,751
134.60
5,824
5,810
134.61
5,834
5,868
134.62
5,844
5,926
134.63
5,854
5,985
134.64
5,864
6,043
134.65
5,874
6,102
134.66
5,884
6,161
134.67
5,894
6,220
134.68
5,904
6,279
134.69
5,914
6,338
134.70
5,923
6,397
134.71
5,933
6,456
134.72
5,943
6,516
134.73
5,953
6,575
134.74
5,963
6,635
134.75
5,973
6,694
134.76
5,983
6,754
134.77
5,993
6,814
134.78
6,003
6,874
134.79
6,013
6,934
134.80
6,023
6,994
134.81
6,033
7,055
134.82
6,043
7,115
134.83
6,053
7,175
134.84
6,063
7,236
134.85
6,073
7,297
134.86
6,083
7,357
134.87
6,093
7,418
134.88
6,103
7,479
134.89
6,113
7,540
134.90
6,123
7,602
134.91
6,132
7,663
134.92
6,142
7,724
134.93
6,152
7,786
134.94
6,162
7,847
134.95
6,172
7,909
134.96
6,182
7,971
134.97
6,192
8,033
134.98
6,202
8,095
134.99
6,212
8,157
135.00
6,222
8,219
135.01
6,222
8,219
135.02
6,222
8,219
135.03
6,222
8,219
135.04
6,222
8,219
135.05
6,222
8,219
135.06
6,222
8,219
135.07
6,222
8,219
135.08
6,222
8,219
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
135.09
6,222
8,219
135.10
6,222
8,219
135.11
6,222
8,219
135.12
6,222
8,219
135.13
6,222
8,219
135.14
6,222
8,219
135.15
6,222
8,219
135.16
6,222
8,219
135.17
6,222
8,219
135.18
6,222
8,219
135.19
6,222
8,219
135.20
6,222
8,219
135.21
6,222
8,219
135.22
6,222
8,219
135.23
6,222
8,219
135.24
6,222
8,219
135.25
6,222
8,219
135.26
6,222
8,219
135.27
6,222
8,219
135.28
6,222
8,219
135.29
6,222
8,219
135.30
6,222
8,219
135.31
6,222
8,219
135.32
6,222
8,219
135.33
6,222
8,219
135.34
6,222
8,219
135.35
6,222
8,219
135.36
6,222
8,219
135.37
6,222
8,219
135.38
6,222
8,219
135.39
6,222
8,219
135.40
6,222
8,219
135.41
6,222
8,219
135.42
6,222
8,219
135.43
6,222
8,219
135.44
6,222
8,219
135.45
6,222
8,219
135.46
6,222
8,219
135.47
6,222
8,219
135.48
6,222
8,219
135.49
6,222
8,219
135.50
6,222
8,219

Stormwater Wetland - 50287 Type /I/ 24-hr 6.00 hrs Lumberton 1 " Rainfall= 1. 00"
Prepared by {enter your company name here} Printed 5/15/2013
HydroCAD® 9.00 s/n 05796 ©2009 HydroCAD Software Solutions LLC Page 5
Summary for Pond UP: Outall
Inflow Area = 1.533 ac, 0.00% Impervious, Inflow Depth > 0.37" for Lumberton 1" event
Inflow = 0.02 cfs @ 6.08 hrs, Volume= 0.047 of
Primary = 0.02 cfs @ 6.08 hrs, Volume= 0.047 af, Atten= 0%, Lag= 0.0 min
Routing by Stor-Ind method, Time Span= 0.00-36.00 hrs, dt= 0.01 hrs

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50287 - ECU SLC Lumberton - Ditch A
Pfoj ect_ Description,
Friction Method
Manning Formula
Solve For
Normal Depth
Input Data
Roughness Coefficient
0.022
Channel Slope
0.03220
ffft
Left Side Slope
2.00
ft/ft (H:V)
Right Side Slope
2.00
ft/ft (H:V)
Bottom Width
5.00
It
Discharge
9.25
W/s
Results
Normal Depth
0.32
If
Flow Area
1.79
fi
Wetted Perimeter
6.42
It
Hydraulic Radius
0.28
It
Top Width
6.27
It
Critical Depth
0.45
It
Critical Slope
0.01008
ft/ft
Velocity
5.17
fUs
Velocity Head
0.42
ft
Specific Energy
0.73
it
Froude Number
1.71
Flow Type
Supercritical
GVF Input Data
Downstream Depth
0.00
If
Length
0.00
ft
Number Of Steps
0
GVF Output Data
Upstream Depth
0.00
It
Profile Description
Profile Headloss
0.00
It
Downstream Velocity
Infinity
ft/s
Upstream Velocity
Infinity
ft/s
Normal Depth
0.32
If
Critical Depth
0.45
It
Channel Slope
0,03220
ft/ft
Critical Slope
0.01008
ft/ft
Bentley Systems, Inc. Haestad Methods ScIlloblils Elmsfi7aster V8i (SELECTseries 1) [08.11.01.031
511512013 11:18:24 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1.203-755-1666 Page 1 of i

50287 - ECU SLC Lumberton - Ditch B
Project Description
Friction Method
Manning Formula
Solve For
Normal Depth
Input Data- -- _ _ .. ----
-� _—_-- _
Roughness Coefficient
0.022
Channel Slope
0.01076
ft/ft
Left Side Slope
3.00
ft/ft (H:V)
Right Side Slope
3.00
ft/ft (H:V)
Bottom Width
2.00
It
Discharge
5.00
ft'/s
Results
_
Normal Depth
0.46
ft
Flow Area
1.54
ft2
Wetted Perimeter
4.89
ft
Hydraulic Radius
0.32
ft
Top Width
4.74
ft
Critical Depth
0.46
ft
Critical Slope
0.01068
f/ft
Velocity
3.24
ft/s
Velocity Head
0.16
It
Specific Energy
0.62
ft
Froude Number
1.00
Flow Type
Supercritical
GVF Input Data
Downstream Depth
0.00
ft
Length
om
ft
Number Of Steps
0
GVF Output Data
Upstream Depth
0.00
If
Profile Description
Profile Headloss
0.00
It
Downstream Velocity
Infinity
ft/S
Upstream Velocity
Infinity
ft/s
Normal Depth
0.46
It
Critical Depth
0.46
ft
Channel Slope
0.01076
ft/ft
Critical Slope
0.01068
ft/ft
Bentley Systems, Inc. Haeslad Methods SdY kI*)%ksaf4aster VBi (SELECTseries 1) [08.11.01.031
6115/2013 11:18:56 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA i1-203-765-1666 Page 1 of 1

_A 02OF W AT e9Q
NCDENR ��C
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all the required information.
)I. PROJECT INFORMATION
Project name
50287 - ECU Dental SLC - Lumberton, NC
Contact name
R. Todd Firsher, PE
Phone number
[phone]
Date
May 3, 2013
Drainage area number
1
II. DESIGN INFORMATION
Site Characteristics
Drainage area
66,777.48 ffz
Impervious area
43,167.96 ft'
Percent impervious
64.6% %
Design rainfall depth
1.00 inch
Peak Flow Calculations
1-yr, 24-hr rainfall depth
3.03 in
1-yr, 24-hr intensity
0.13 in/hr
Pre -development 1-yr, 24-hr runoff
0.02 ft'/sec
Post -development 1-yr, 24-hr runoff
0.02 ft3/sec
Pre/Post 1-yr, 24-hr peak control
0.00 ft'Isec
Storage Volume: Non -SA Waters
Minimum required volume 3,516.00 it'
Volume provided (temporary pool volume) 4,750.00 ft' OK
Storage Volume: SA Waters Parameters
1.5" runoff volume
fit'
Pre -development 1-yr, 24-hr runoff volume
fit'
Post -development 1-yr, 24-hr runoff volume
ff'
Minimum volume required
ff'
Volume provided
rya
Outlet Design
Depth of temporary pool/ponding depth (DPu,„)
12.00 in
OK
Drawdown time
3.00 days
OK
Diameter of orifice
1.00 in
OK
Coefficient of discharge (Co) used in orifice diameter
calculation
0.60 (unitless)
Driving head (Hp) used in the orifice diameter calculation
0.50 It
OK
Form SW401-Wetland-Rev.6-11/16I09 Parts I and 11. Project Design Summary, Page 1 of 3

Surface Areas of Wetland Zones
Surface Area of Entire Wetland
4,750.00 li
OK
Shallow Land
1,900.00 ft,
OK
The shallow land percentage is:
40%
Shallow Water
1,900.00 ft,
OK
The shallow water percentage is:
40% %
Deep Pool
Forebay portion of deep pool (pretreatment)
475.00 ft'
OK
The forebay surface area percentage is:
10% %
Nan-forebay portion of deep pool
475.00 ft'
OK
The non-forebay deep pool surface area percentage is:
10% %
Total of wetland zone areas
4,750.00 ft'
OK
Add or subtract the following area from the zones
0.00 ft,
Topographic Zone Elevations
Temporary Pool Elevation (TPE)
Shallow Land (top)
134.00 ft amsl
Permanent Pool Elevation (PPE)
Shallow Water/Deep Pool (top)
133.50 It amsl
Shallow Water bottom
133.00 It amsl
Most shallow point of deep pool's bottom
131,50 ft amsl
Deepest point of deep pool's bottom
131.00 it amsl
Design must meet one of the following two options:
This design meets Option #1,
Y (Y or N)
Top of PPE is within 6" of SHUT, If yes:
SHWT (Seasonally High Water Table)
133.50 It amsl
OK
This design meets Option #2,
(Y or N)
Wetland has liner with permeability <0.01 in/hr, If yes:
Depth of topsoil above impermeable liner
in
Topographic Zone Depths
Temporary Pool
Shallow Land
6.00 in
OK
Permanent Pool
Shallow Water
6.00 in
OK
Deep Pool (shallowest)
24.00 in
OK
Deep Pool (deepest)
30.00 in
OK
Planting Plan
Are cattails included in the planting plan?
N (Y or N)
OK
Number of Plants recommended in Shallow Water Area:
Herbaceous (Ccubic-inch container)
500
Number of Plants recommended in Shallow Land Area:
Herbaceous (Ccubic-inch container), OR
500
Shrubs (1 gallon or larger), OR
80
Trees (3 gallon or larger) and Herbaceous (4+cubic-inch)
10 and
400
Number of Plants provided in Shallow Water Area:
Herbaceous (4'cubic-inch container)
450
Higher density is required.
Number of Plants provided in Shallow Land Area.
Herbaceous (4'cubic-inch container)
125
More required if not planting shrubs or trees.
Shrubs (1 gallon or larger)
84
OK
Trees (3 gallon or larger) and
0
More required if not planting herb. and/or shrubs.
Grass -like Herbaceous (4+cubic-inch)
0
More recommended if planting trees.
Fonn SW401-Wetland-Rev.6-11/16/09 Parts I and 11. Project Design Summary, Page 2 of 3

Additional Information
Can the design volume be contained?
Y
(Y or N)
OK
Does project drain to SA waters? If yes,
N
(Y or N)
Excess volume must pass through filter.
What is the length of the vegetated filter?
0.00
It
Are calculations for supporting the design volume provided in the
Y
(Y or N)
OK
application?
Is BMP sized to handle all runoff from ultimate build -out?
Y
(Y or N)
OK
Is the BMP located in a recorded drainage easement with a
Y
(Y or N)
OK
recorded access easement to a public Right of Way (ROW)?
The length to width ratio is:
3.13 :1
OK
Approximate wetland length
125.00 ft
Approximate wetland width
40.00 ft
Approximate surface area using length and width provided
5,000.00 ft'
This approx. surface area is within this number of square feetof
the entire wetland surface area reported above'
Will the wetland be stabilized within 14 days of construction?
Y
(Y or N)
OK
Form SW401-Wetland-Rev.6-11/16/09 Parts I and 11. Project Design Summary, Page 3 of 3

Permit No.
(to be provided by OWQ)
IIC::REQUIREVITENIS;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, attachjuslification.
Initials Pagel Plan
Sheet No.
/ 0'01 1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Wetland dimensions (and length to width ratio),
Pretreatment system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
L3 &M4 Cy0 ( 2. Plan details (1" = 50' or larger) for the wetland showing:
i— - Wetland dimensions (and length to width ratio)
- Pretreatment system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Design at ultimate build -out,
- Off -site drainage (it applicable),
- Overflow device, and
- Boundaries of drainage easement.
06 y 3. Section view of the wetland (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower
- Wetland layers
All wetlands: Shallow land depth, shallow water depth, deep pool depth
Option 1, no clay liner: SLWT depth
Option 2, day liner: Depth of topsoil on top of liner, liner specifications
�fGW I
C66 I
4. A detailed planting plan (1" = 20' or larger) prepared by a qualified individual showing:
A variety of several suitable species (not including cattails),
Sizes, spacing and locations of plantings,
Total quantity of each type of plant specified,
A planting detail,
- The source nursery for the plants, and
Fertilizer and watering requirements to establish vegetation.
6301
5. A construction sequence that shows how the wetland will be protected from sediment until the entire
drainage area is stabilized.
u Ic 5
6. The supporting calculations (including drawdown calculations).
7. A copy of the signed and notarized operation and maintenance (08M) agreement.
8. A copy of the deed restrictions (if required).
C-lz
9. A soils report that is based upon an actual field investigation and soil borings. County soil maps are not an
acceptable source of soils information.
SW401-Wetland-Rev.6-11/16/09 Part III, page 4 of 4

Soil Map —Robeson County. North Carolina
(ECU SLC- Lumberton. NC)
3 "3, 41"
3 - 373
Map Scale t 1 520 if printed on G. size is 5" w 11") sheet
N Meters
�- 0 20 40 80 120
Feet
0 50 100 200 300
USDA Natural Resources
Conservation Service
web Soil Survey
National Cooperative Son Survey
5/15/2013
Page 1 of 3
W 3I' 41
W 37 3

MAPLEGEND
Area of Interest (AOI)
Area of lnterest(AOI)
Soils
Sp'l Map Units
Special
Point Features
tg
Blowout
®
Borrow Pit
Clay Spot
{
Closed Depression
Gravel Pit
Gravelly Spot
Landoll
A
Lava Flow
,y,
Marsh or swamp
R
Mine or Quarry
O
Miscellaneous Water
p
Personal Water
y
Rock Outcrop
}
Saline Spot
Sandy Spot
Severely Eroded Spot
0
Smkhole
Slide or Slip
p
Sodic Spot
Spol Area
Q
Stony Spot
Soil Map —Robeson County, North Carolina
(ECU SLC -Lumberton NC)
Very Stony Spot
t Wet Spot
Omer
Special Line Features
Gully
Short Steep Slope
n . Omer
Political Features
CNes
Water Features
Streams and Canals
Transportation
a Rails
�y Interstate Highways
US Routes
Major Roads
,N Local Roads
MAP INFORMATION
Map Scale- 1.1,520 if printed on A size (8.5" = 11") sheet.
The soil surveys that comprise your AOI were mapped at 1:20.000
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
soils that could have been shown at a more detailed scale.
Please rely on the bar scale on each map sheet for accurate map
measurements.
Source of Map'. Natural Resources Conservation Service
Web Soil Survey URL. httpa/websodsurvey.nres. usda.gov
Coordinate System. UTM Zone 17N NAD83
This product is generated from the USDA-NRCS certified data as of
the version dates) listed below.
Soil Survey Area. Robeson County. North Carolina
Survey Area Data: Version 10, Jul 12. 2012
Date(s) aerial images were photographed. 6/21/2006
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result. some minor shifting
of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 5/1512013
am Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Robeson County, North Carolina
Map Unit Legend
ECU SLC - Lumberton, NC
Robeson County, North Carolina (NC155)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent. of AOI
GoA
Goldsboro loamy sand, 0 to 2 percent
slopes
0.2
4.5%
Ly
Lynchburg sandy loam
I 1.5
32.8%
NoA
Norfolk loamy sand, 0 to 2 percent slopes
1.6
33.6%
Wag
Wagram loamy sand, 0 to 6 percent slopes
1.4
29.1 %
Totals for Area of Interest
4.7
100.0%
USDA Natural Resources Web Soil Survey 5/15/2013
..1111110 Conservation Service National Cooperative Soil Survey Page 3 of 3

March 20, 2013
East Carolina University
1001 East Fourth Street
Greenville, North Carolina 27858-4353
Attention: Mr. Bill Chatfield via email: chatfteldw(a)ecu.edu
Reference: Report for Soil Evaluation / Seasonal High Water Table (SHWT)
Estimation for Stormwater BMP
ECU Service Learning Center — Robeson County
Lumberton, North Carolina
S&ME Project No. 1054-12-198 (CO-1)
Dear Mr. Chatfield
S&ME, Inc. (S&ME) has conducted a soil evaluation including Seasonal High Water Table
(SHWT) estimation in general accordance with S&ME Proposal No. 1054-12-198 (CO-1)
dated January, 2013. Our evaluation was conducted to provide information for the design of an
appropriate stormwater Best Management Practice (BMP) device and a Stormwater
Management Permit Application to the North Carolina Department of Environment and Natural
Resources (NCDENR) — Division of Water Quality (DWQ). A soil scientist evaluated the soil
conditions within the proposed stormwater BMP area.
PROJECT BACKGROUND
The subject site is located northeast of the intersection of NC Hwy 711 (Country Club Road) and
Nigel Road (SR 1548) in Lumberton, Robeson County, North Carolina The site is depicted on the
attached Vicinity Map (Figure 1) and Site Map (Figure 2). As a result of the proposed
construction of the ECU Service Learning Center and associated parking lot area and
impervious surface, a stormwater BMP is required to treat stormwater generated from the site
to comply with State stormwater management requirements. Use of stormwater BMP's are
subject to the suitability of site soils and regulatory approval. Regulatory guidance on
requirements for permitting of stormwater BMP's are provided in the North Carolina Division of
Water Quality — Stormwater Best Management Practices Manual (NCDENR-S W-BMP), dated
July 2007 (Revised September, 2009).
FINDINGS
The soil evaluation was performed with hand auger borings at two locations within the
proposed stormwater BMP area as shown on the attached Figure 3. Our evaluation consisted of
identifying and recording the soil morphological conditions at this location in order to develop
soil profile descriptions, which are also shown on the attached Figure 3.
S&ME, INC. / 3201 Spring Forest Road / Raleigh, NC 27616 1 p 919,872.2660 / 919.876.3958 / w .smeinc.com

Soil Evaluation for Stormwater BMP SBME Job No. 1054-12-198
ECU Service Learning Center, Lumberton, Robeson Co., North Carolina March 20, 2013
Permeability/Hydraulic Conductivity Estimation
Under current North Carolina Division of Water Quality (NCDWQ) requirements for various
stormwater devices, the in -situ soil permeability/conductivity is an important design factor.
Therefore, the soil profile descriptions on the attached map (Figure 3) show the soil
morphological conditions including texture, estimated United States Department of Agriculture
(USDA) permeability and estimated USDA hydraulic conductivity (KSAT) for the different
soil horizons found on -site.
In the area of both Boring Location B-1 and B-2 within the proposed stormwater BMP area, the
soil surface layer consisted of sandy loam material which has an estimated USDA permeability
range of 2 to 6 inches/hour and USDA estimated Ksat range of 1.4 to 14 inches per hour. The
underlying soil material consisted of sandy clay loam which has an estimated USDA
permeability range of 0.6 to 2 inches/hour and USDA estimated Ksat range of 0.14 to 1.4
inches per hour.
Please refer to the enclosed map and soil profile descriptions, for more information. These
estimates were obtained from one or more of the following: Robeson County Soil Survey
"Physical & Chemical Properties of the Soil - Permeability"; and/or USDA-NRCS (United
States Department of Agriculture - Natural Resource Conservation Service) official series
description, and/or "NRCS Field Book for Describing & Sampling Soils" the permeability
estimates were converted to conductivity on the profile description tables.
SHWT Estimation
Under current NCDWQ regulations, the depth of various stormwater BMP devices from the
SHWT is an important design consideration. Therefore, S&ME evaluated the SHWT by
advancing hand auger borings and evaluating the soil for evidence of SHWT influence. This
evaluation involved looking at the, actual moisture content in the soil and observing the matrix
and mottle colors. Depending on the soil texture, the soil color will indicate processes that are
driven by SHWT fluctuations, such as iron reduction and oxidation and organic matter staining.
See Table 1 and the soil profile descriptions on Figure 3 for the estimated SHWT depths based
on soil color.
Table 1: SHWT Information
Lo 117061,ti:
Inches;beloW;Exlstin ,Grow diLevel
B-1
22
B-2
24
CONCLUSION
The SHWT depths encountered within the proposed stormwater BMP area were 22 inches and
24 inches from existing ground level (EGL) respectively. Therefore, if a wet detention basin is
proposed, the permanent pool elevation should be 16 to 28 inches (+/- 6 inches from most

Soil Evaluation for Stonnwater BMP SBME Job No. 1054-12-198
ECU Service Learning Center, Lumberton, Robeson Co., North Carolina March 20, 2013
limiting SHWT) below the natural ground level in the area evaluated. Also, current regulations
for wet detention basins state that if a liner is required, it must be constructed or compacted
such that the infiltration rate is no more than 0.01 inches per hour. Neither Boring Location B-1
nor B-2 within the proposed stormwater BMP device area had soil with estimated permeability
/infiltration rates conducive for use as a clay liner, so a synthetic clay liner would most likely
be needed.
If an infiltration type stormwater BMP is proposed, current regulations for infiltration systems
require that the bottom of any infiltration device shall not be placed in locations with less than
2 feet between the bottom of the infiltration device and the SHWT [15A NCAC 02H .1008 (d)
(3)], underlying impervious soil horizon, or bedrock (4 foot separation is recommended) and
the minimum required infiltration rate is 0.52 inches per hour. Since the SHWT is 22 to 24
inches below the EGL, the bottom of the infiltration system would be required to be at ground
level, which makes this type of stormwater BMP most likely unfeasible.
1111IT, IYl/-r111[•]lkN
• Data only from hand auger borings, where performed, and conditions may vary in other
areas of the basin.
CLOSING
S&ME appreciates the opportunity to provide these services to you. If you have any questions,
please contact us.
Sincerely,Fryn=tea•.
S&ME, Inc.
'i ♦ r� 't�1 � k.. l > --5yy,�.� '.
�,� it l�.../S`�y �1^�S. •Y. i�
h +�
Walter Cole, L.S.S. Rob Willcox, L.S.S.
Environmental Scientist Natural Resources Team Leader
[phone]
[e-mail]
Attachments: Figure l: Vicinity Map
Figure 2: Site Map
Figure 3: Soil Evaluation Map & Profile Descriptions
&TrojectslEnvironmentaAl 054-12-198 ECU SLC LumbertonkReportsk Stormwater Evaluation.doc

0
GRAPHIC SCALE
1000 0 500 +000 2000
TOPO SOURCE: NCGS DRG
NW LUMBERTON, DATED 1972, PHOTOREVISED 1982
( IN FEET )
SW LUMBERTON, DATED 1972, PHOTOREVISED 1982
CONTOUR INTERVAL 5 FEET
A-3118
SCALE: 1„ c 2000-
FIGURE NO.
S&ME
VICINITY MAP
PROPOSED ECU LEARNING CENTER
DATE, MARCH 2O13
DRAWN BY: BTR
WWW.SMEINC.COM
NC ENGINEER LICENSE #F-0178
3201 SPRING FOREST RD. RALEIGH. NC 27616
COUNTRY CLUB ROAD
LUMBERTON, NORTH CAROLINA
PROJECT NO:
1054-12-198