SW8141101_Historical File_20150115

Pusey, Steven
From: Fields, John<[e-mail]>
Sent: Tuesday, January 06, 2015 6:39 PM
To: Jeff Earp
Cc: Chatfield, Bill; Pusey, Steven; ColeJenest&Stone- R.Todd Fisher; Jennifer Amster
Subject: RE: Brunswick Community Service Learning Center(Dental School)
Attachments: Brunswick CSLC MOU 12-15- 14(Fields rev 01-0615 track changes ACCEPTED).docx;
Brunswick CSLC MOU 12-15- 14(Fields rev 01-06-15 track changes).docx; MOU Exhibit A-
07-11-14-Exhibit(Notes 1 thru 4).pdf; MOU EXHIBIT B(12-15-14).pdf
Jeff,
I trust you had a good vacation around Christmas and New Years.I did but-traveled quite a bit.
Have revised the MOU along the lines of what you and I discussed on December 16 before you left on vacation,
eliminating the two items on Page 2.Attached are four documents, all drafts until we finalize. Note these documents
have not been submitted internally here to our counsel for review as yet. I wanted to get the essential issues on the
table and resolved before submitting for counsel review.
1. Last Draft MOU in MSWord with changes tracked.
2. Same MOU with the changes accepted.
3. MOU Exhibit A(revised to eliminate the infrastructure notes)
4. MOU Exhibit B(same as original submitted in last email to you)
Please take a look at these and let me know of any issues you see. We can then finalize for review with your partners
and counsel and for ECU's counsel review.
Thanks in advance for your help.
John F
p.s.
The infrastructure work by Novant Health's contractor,ST Wooten, is about to begin.Wooten received a copy of their
contract yesterday. I am told they will begin work in the coming weeks.
Let me know if you have any questions about that.
John
John G Fields,PE
Director
Facilities Engineering&Architectural Services
East Carolina University
(0)252-328-6858
(C)252-702-9990
From: Fields, John
Sent: Monday, December 15, 2014 5:41 PM
To: Jeff Earp
Cc: Steven Pusey; ColeJenest&Stone - R. Todd Fisher; Jennifer Amster; Chatfield, Bill
Subject: Brunswick Community Service Learning Center (Dental School)
Jeff,
I left you a voice message late today regarding the MOU for our Dental Clinic in Brunswick.
Attached is my final draft of the MOU including two EXHIBITS.
Let me know if you want a Word Copy and I can send.
1

Will contact you tomorrow afternoon to discuss.
Contact me in the meantime if you have any questions.
Thanks,
John F
John G Fields, PE
Director
Facilities Engineering&Architectural Services
East Carolina University
(0)252-328-6858
(C)252-702-9990
2

Pusey, Steven
From: Fields, John <[e-mail]>
Sent: Tuesday, January 06, 2015 5:16 PM
To: Pusey, Steven
Cc: Chatfield, Bill; Jennifer Amster; ColeJenest&Stone-R. Todd Fisher
Subject: FW: Brunswick Community Service Learning Center(Dental School)
Attachments: Brunswick CSLC MOU 12-15- 14(with EXHBITS A and B).pdf
Steve,
I spoke with Jeff Earp about the MOU on December 16, just before he left for vacation. He was Ok with the MOU with
exception of two items as follows below.
1. Page 2, last paragraph...Change BRUNSWICK FOREST to "DEVELOPER"
2. Page 2, Item A. Infrastructure...Delete this requirement
On behalf of ECU I am OK with both of these changes and am in process now of making them.
My intent is to complete the revision tonight and forward to Mr. Earp as and our ECU Counsel for review tomorrow.
These two reviews could take as much as 3 weeks(my guess)to finalize after which the final MOU can be executed.Will
keep you posted of on progress and ensure you receive a copy of the executed document.
REQUEST
It is critical that ECU's Brunswick Dental Clinic(referred to as a "Service Learning Center") be opened as soon as
practical.This will enable our School of Dental Medicine to begin delivering oral health services in the community,
services that are very much needed.
Given our clear intent,in collaboration with the Developer,to execute the MOU as above noted,we request your
consideration for approval of the Stormwater Permit.We are both State Agencies and my intentions are to protect all
of our interests in this process while facilitating opening of this badly needed facility as soon as possible.
I would appreciate consideration of this request and approval of the permit on this basis.
Thanks Steve for your help and guidance assisting to work through this. ECU very much appreciates your help.
Respectfully,
John G. Fields
John G Fields, PE
Director
Facilities Engineering&Architectural Services
East Carolina University
(0)252-328-6858
(C)252-702-9990
From: Fields, John
Sent: Monday, December 15, 2014 5:41 PM
To: Jeff Earp
Cc: Steven Pusey; ColeJenest&Stone - R. Todd Fisher; Jennifer Amster; Chatfield, Bill
Subject: Brunswick Community Service Learning Center(Dental School)
Jeff,
I left you a voice message late today regarding the MOU for our Dental Clinic in Brunswick.
Attached is my final draft of the MOU including two EXHIBITS_
Let me know if you want a Word Copy and I can send.
1

. t
• � r
Will contact you tomorrow afternoon to discuss.
Contact me in the meantime if you have any questions.
Thanks,
John F
John G Fields, PE
Director
Facilities Engineering&Architectural Services
East Carolina University
(0)252-328-6858
(C)252-702-9990
2

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MOU
EXHIBIT B
DENR SUPPLEMENTAL REQUIREMENTS for:
J State Stormwater Management Master Permit Number SW8141101
State Stormwater Management Offsite Permit Number SW8140514
PROJECT:
East Carolina University School of Dental Medicine- Community Service Learning Center
Brunswick,North Carolina
The following statements related to stormwater management are included as Supplemental Requirements within this
MOU as required by the NCDENR- Division of Energy, Mineral and Land Resources.
a. The following covenants are intended to ensure ongoing compliance with State Stormwater Management
Master Permit Number SW8141101 and Offsite Permit Number SW8140514 as issued by the Division
under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to maintain
compliance with the Stormwater Management Permit.
C. These covenants are to run with the land and be binding on all, s and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or#winded without the express written consent
of the State of North Carolina.
e. Alteration of the drainage as shown on the approved plant May not place without the concurrence of
the Division.
f. The stom-nml#w runoff aseoci&l w1h to offshe ECU Cpfolect is to be c ol'I d and comeyed kk a
SbMW1t9rffWWVKMW sy rrr penvollied under the of ff=WpwM SW8141101. The
hgkpn am 0=1ed to this dvalop.ent by masW permit No. SM 141101 is 37,811 fed The
total milt-upon area docsied by the malleir peft a 51,532 13,721 square bet
of amen mad betmen the ECU project and the BUIR 1N sbmwMw comymce and
systems;mid be tocalad in did carrx m wm or recorded sesenwA.The frne!plAg for
the pm 9d YA be recorded dvift al r+equeU Uublkr ri of`+aaY,oortxrron arras ,In
accordwvevA#ieqvrcYsdAm.ft- ' amount inch :any built-upon area constructed within
the lot property boundaries,and that pow of ft -of--way begin the front lot line and the edge of the
pavement. Built upon ar ,.includes, but ig, t limited ctures,` It,concrete,gravel, brick,stone,
slate,coquina and , but does include aQn woo Aecking,or the water surface of
swimming pools
g. All affected lots ,provide a moot-wide bulcent surface waters, measured horizontally from and
perpendicular to the nal pool atimpounded*cures,the top of bank of both sides of streams and
rivers,and the mean*water Wof tidal waters:'-
h. Lots . 1A's Area W Qoncem be subject to a reduction in their allowable built-
4 -aria dohb-CAMA regqftons.
i. AS runoff on the lout drain the permitted m. This may be accomplished through providing roof
drit gutters.which dr -o the sboW grading the of to drain toward the street,or grading perimeter swales
ands ting them into tF .pond or' . Lots that will naturally drain into the system are not required to
provide se measures.
j. Built-upohea in excess of( ,permitted amount will require a permit modification.
k. Any individualpr.entity found a in noncompliance with the provisions of a stormwater management
permit or the rrements of stormwater rules is subject to enforcement procedures as set forth in G.S.
143 Article 21.
I. Each lot within the s ' whose ownership is not retained by the permittee must submit a separate.
Offsite Stormwater Marrment Permit application package to the Division of Energy, Mineral and Land
Resources and receive a permit prior to any construction on the lot. Delete this item if it is a residential
subdivision.

MEMORANDUM OF UNDERSTANDING
BETWEEN
THE STATE OF NORTH CAROLINA THROUGH EAST CAROLINA UNIVERSITY AND DEVELOPER
This Memorandum of Understanding (MOU) is entered into on the day of
, between the State of North Carolina through East Carolina University
(hereinafter "ECU"), and ALLEN JEFFERSON EARP, ETALS (hereinafter "DEVELOPER') for the ECU
School of Dental Medicine, Community Service Learning Center, located in Brunswick, North Carolina
(hereinafter"CSLC").
W ITNES°-Si.TH:
WHEREA ,I=CU h4*stablishad a School of ben fUledicine(I inafter"SODM");and
WHEREAS;SODW vision is:*improve the health and quality of life of all North Camllnians by
cre 9g leaders with a passoW to cM for the under @rued go by leadiW
ffianation in commUt +-based,
send leaming orall6ealth ,,;nd,
WHEREAS,;part of SODM'6 mission b.to 'and e0s. nce oral health s ces for
undWServed Nort tarolini througfl [�pleme ion of cori nity-opted service leaming and inter-
professional cok6orations;and,
SEAS, the SODM's acaderdic and teaching progm indbdes having fourth-ybar dental
students,residents,and faculty teach in CSLC's located across the State of North Carolina with a focus on
community oriented service leaming and inter-professional collaborations;and,
WHEREAS, ECU and DEVELOPER have collaborated to identify a building site in Brunswick
County, North Carolina located along Medical Center Parkway(hereinafter"SITE")and ECU subsequently
purchased SITE;and,
WHEREAS,NCDENR-Division of Energy,Mineral and Land Resources(hereinafter"DENR")has
determined that stormwater management for properties along Medical Center Parkway and other properties
in the developmental area is best coordinated through a single regional stormwater management system
(hereinafter"BASIN")constructed on DEVELOPER property as depicted in attached July 11,2014 drawing
titled MOU EXHIBIT A,attached hereto as"MOU EXHIBIT A"and incorporated herein by reference;and
WHEREAS, ECU will design and construct BASIN, a temporary access road (hereinafter
"TEMPORARY ACCESS ROAD") and drainage ditch (hereinafter"DRAINAGE DITCH")on DEVELOPER
property between SITE and BASIN to allow for conveyance of stormwater from SITE to BASIN,all depicted
in MOU EXHIBITA,Notes 1,2,3 and 4;and,
1

WHEREAS, DEVELOPER agrees to provide to ECU a temporary access easement to construct
TEMPORARY ACCESS ROAD,DRAINAGE DITCH and BASIN;and,
WHEREAS, DEVELOPER agrees to provide permanent easement for stormwater conveyance
from SITE to BASIN either through DRAINAGE DITCH or other underground piping systems designed and
installed by DEVELOPER;and,
WHEREAS,further development of properties along Medical Center Parkway and other properties
in developmental area will require DEVELOPER to submit a new Master Stormwater Permit application
amendment and likely a Stormwater Off Site Permit for the property to be developed;and,
WHEREAS, DENR requires supplemental requirements (hereinafter "DENR SUPPLEMENTAL
REQUIREMENTS") be incorporated into this MOU as a condition of DENR approval of Stormwater
Management Master Permit Number SW8 141101 and Offsite Stormwater Permit Number SW8 140514;
and,
WHEREAS, DENR SUPPLEMENTAL REQUIREMENTS are incorporated into this MOU as"MOU
EXAST— ",achedheretoas"MSXHIBIT B"and lildorporatedherei19yice;a"
WHERE4 EG I aFODEVEI Geinving patents'
.-Ilaiw Minim
1. _"e"Y_3
f
SEAS, ECU and DEVELOER desire to docurnent the responsibilities for dagRand
esign, construction and MAINTENANCE of BASIN,
TEMPORARY ACCESS ROAD and DRAINAGE DITCH=all required to open CSLC for business.
NOW THEREFORE, in further consideration of the mutual benefits, covenants, and promises
contained herein, all being good and valuable consideration the sufficiency of which is acknowledged by
both parties herein,ECU and DEVELOPER BRUNSWIGK FOREST gree as follows:
A INFoneTR GTTII E
1. Wil
l• designand „„„Gk {' f IAICDASTR GTIIDC�e
DEVELOPER c iu o'vovv n �
sempieted—at Re sest te-zCk on 9F before July—1, Should
INFRASTRUCTURE Rot be-Semple 015.............o
FIELDS to.„ainw w#h ICCC EAOD
L.
44- __BASIN,TEMPORARY ACCESS ROAD and DRAINAGE DITCH
1. ECU will design and construct BASIN, TEMPORARY ACCESS ROAD and
DRAINAGE DITCH at ECU's expense.
2

2. DEVELOPER will grant temporary access and construction easement to ECU
and their contractors to construct BASIN, TEMPORARY ACCESS ROAD and
DRAINAGE DITCH.
3. DEVELOPER will grant permanent drainage easement for stormwater
conveyance from SITE to BASIN either through DRAINAGE DITCH or other
underground piping systems.
Maintenance of BASIN,TEMPORARY ACCESS ROAD and DRAINAGE DITCH
1. Maintenance of BASIN, TEMPORARY ACCESS ROAD and DRAINAGE DITCH
(hereinafter "MAINTENANCE") will be provided by DEVELOPER as detailed
and required in Master Stormwater Permit Number SW8 141101 and Offsite
Stormwater Permit Number SW8140514.
2. DEVELOPER will pro-rate MAINTENANCE costs to ECU and other property
oymMamVong stormwater BASIN basedan ofe .'
3. DI LOPER*I invoice EDU wd property owners periodically for 1.heir pro-
ratod:share of MAINTENARM coals as costs air incurred and as follow below.
a. lames from DEYROPEiitio ECU shd be submitted as follow below.
I. Billing infoMi ation reTaredforalkWoos.
a. Pr*ct. Na►t ECU .School of Dental .lt+ledlcine,
ftgft�gWunitv Service Learning Center
b. VELOP k*voice number
c. "OEVELOPERRomittaroe address
d Service addrese of the SODM CSLC Brunswl,*County
location(If we ham this place address here
e. Service dates-from and to
f. MAINTENANCE cost summary and Pro-ration details.
g. Cost summary to be itemized by service provided and
dates of service.
2. ECU Billing Address
East Carolina University
Campus Operations
ATTN:Rebecca Bizzell
1001 E 4th Street
Greenville,NC 27858
3. PAYMENT: ECU will remit payment to DEVELOPER within
30 calendar day's receipt of an invoice in proper form,with proper
backup as outlined under paragraph 3.above.
.!'. DENR SUPPLEMENTAL REQUIREMENTS
3

1. DEVELOPER and ECU agree that DENR SUPPLEMENTAL REQUIREMENTS
are incorporated into this MOU as MOU EXHIBIT B, attached hereto as "MOU
EXHIBIT B"and incorporated herein by reference.
1. ASSIGNMENT. No transfer or assignment of this MOU or any part hereof or interest
herein,directly or indirectly,voluntary or involuntary,shall be made unless such transfer or
assignment is first agreed upon and approved in writing by DEVELOPER and ECU.
2. TERM. This MOU shall be effective from the date executed and will remain in
force until December 15, 2044 unless terminated early upon the mutual written agreement of the
parties.
3. FUNDS AVAILABILITY. DEVELOPER understands and acknowledges that ECU is an agency of
the State of North Carolina and as such continuation of this MOU is subject to and contingent upon
funds being appropriated by the North Carolina General Assembly for the.purpose,of.this MOU
embfisbal year. E00 '' to use its best to secure*nft fir ftre pt ,Grft MOV
each ywbut shall Ime the tt to terminate,%MOU in any suAsequent fiscal year th.the event
that adequ*funds a not appWriated for the cwftuation of ft MOU.
AMENDME�111. This WU contains:the erne understariOng of ECU and DEWILOPER
concerning.tie sulk mWit contained herein mW can onit be amended upon to written
agreementhe palti :
ffi>. TERMINATION. Except as provide M ft MW. this MOU may not be canceled for any
reason ups appatived in wr by G IELOPER ECU, All parts of this agreement are
believed b be consndent with the laws dite State of Nodh.If artrpart of this agreemerdshould be
�'te be inconsi nt with aryr aws or ordinances,tl4 remaning parts of this agreement shall
survive.
6. WRITTEN CORRESPONDENCE AND NOTICE. All written correspondence and notice relating to
this MOU shall be in writing signed by an authorized representative of the party giving it,and shall
be deemed given when mailed postage prepaid by U.S.Postal Service first class,certified mail,or
other overnight mail service, or hand delivered, when addressed as follows, or to such other
addressee as may be indicated in written notice provided in the future:
Mr.Jeff Earp
Allen Jefferson Earp,ETALS
1007 Evangeline Drive
Leland,NC 28451
THE STATE OF NORTH CAROLINA THROUGH EAST CAROLINA UNIVERSITY
Mr.William Bagnell
Associate Vice Chancellor for Campus Operations
East Carolina University
1001 East Fourth Street
Greenville,NC 27858-4353
4

7. ACCESS TO PERSONS AND RECORDS. North Carolina's State Auditor and ECU's internal
auditor shall be provided access to persons and records that are generated as a result of,or are
related to, this Agreement for the purposes of verifying accounts and data affecting fees or
performance in accordance with N.C. General Statutes§ 147-64.7 and N.C. Session Laws 2010-
194,Section 21.
IN WITNESS WHEREOF,this has been executed by authorized representatives of the parties hereto,in
duplicate originals,as of the date first above written.
Signed and accepted by:
Mr.Jeff Earp Date Mr.William Everett Bagnell Date
Allen;Jefferson Earp,ETALS Associate Vice Chancellor for Campus Operations
1007,;__ Drive EAdtarolina Univw
Lela,N.C.281 1Ot11 East Fourth.met
LAC.284U Cmande,N.C.27
5

.t
MOUE7(HIBITA 'y.'� �`'If-� EYP Architecture&
Engineering,PC
.s = •.'. 611 Wee HargeflStrael EYP
b Raleigh,NO 27603
v' Tel:[phone]
PROPOSED CONSTRUCTION,ACCESS.AND :y A'�._� �m� Fac 9198336898
MAINTENANCE EASEMENT TO EXTEND 70 . `..
LIMITS OF PROPOSED GRADING 1. air airpae.Lom
NOTE 4 'tlf' 1'1` SITE �r CONSULTANTS:
_ 1.1
1� (� - -'� F.11 Sfruclurel Engineering:
� � are1� StaweN Enpl nearing,lna
PROPOSED STORMWATER WETLAND BY ECU .�'I ' 1' ✓' � 421 Fayetteville 6L,Suite 400
;'� Raleigh,NO27601
Te1:919 950 8M
/ 1 Fax:[phone]
1r� VICINITY MAP N.T.S.
Civil Engineeringf Landscape ArcNtecture:
TOPOGRAPHICAL AND BASE SURVEY INFORMATION OBTAINED FROM Cola JMIea1&Stone,pe
-•_ RANOVER DESIGN SERVICES,P.A.. THIS INFORMATION WAS ORIGINALLY
ISSUED AND SEALED BY CREC A.WAYNE;NORTH CAROLNA 119 East Hargett Street,Sub 300
� t ••1:- -`\ !- �\" PROFESSIONAL LAND SURVEYOR SEAL L-2076,ON JULY 2,2013. Ralegb,NO 77601
PROPOSED IMPROVEMENTS FOR "CK NOV MEDICAL CENTER R ROAD Tel:[phone]
\• V \ _\ EXTENSION
PER PLANS FOR'BRUNSPREPARED
SITE
SO TIONS. CENTER ROADWAY Fe%:919719 1819
3 \ T 1 FEBRUSIGN PROJECT,'PREPARED BY SITE SOLUTIONS,P.A.,0ATE0
PmRUARr 21,2Du Plumbing Mechanical EaWaal&Fire Pretectten:
EYP,Inc
4204-A The Parkway
IIII \ GreK SC 29650
Tel:[phone]
>.
Fax:
`I Anx
\\ \
DEVELOPER TO DESIGN AND
CONSTRUCT 250t LF OF 8•PUBLIC / -
SANITARY SEWER EXTENSION
DEVELOPER TO DESIGN AND ��-
CONSTRUCT 2503 LF OF 12- \
PUBLIC WATERLINE EXTENSIONC
00.
q'y r
END OF EXISTING d�° NOTE 3
dOo
SANITARY SEWER eN - 1 •- -'1"' -
e�" .. ..... , � ".�
PROPOSED CONSTRUCTION,ACCESS,AND
MAINTENANCE EASEMENT TO EXTEND TO # R.M. Data
LIMITS OF PROPOSED GRADING
111 NOTE2 7 T SCO ID#•0 -07054-02J
END OF EXISTING
\ �� — �` p� BY DEVELOPERPROPOSED VEWAY CUT NOTE1
PROPOSED DR AGE DITCH BY ECU
PROPOSED DRIVEWAY CUT \ �' 1 4
BY DEVELOPER a+�,4+`°+e.
T '/• \ �� PROPOSED TEMPORARY
I s .1 11 ACCESS ROAD BY ECU
c1p
Community Service
PROPOSED FIRE HYDRANT Learning Center#8
�. _ 1 BY DEVELOPER
m �O�,sr'6�°vPa"�`! ��AA 1 ,, Brunswick
14
� v ✓' aA 11 East Carolina University
„ " \ 4 \�. �• \ School of Dental Medicine
Brunswick County NC
_ DATE: 07M12014
DEVELOPER TO DESIGN AND \\T F• _ �+� �\ SCALE: As Indicated
` v / CONSTRUCT 720t LF OF ASPHALT EYP PROJECT NO.:6013031.01
ROADWAY EXTENSION AND
r_ , ASSOCIATED STORM DRAINAGE t\ 11
DESIGNED BY: AWK
DRAWN BY: -
T \ CHECKED BY: RTT
I \
° I�• -/rT fr PA EN VEOF Y NEXISIING C'WV•�
0 MOU
EXHIBIT A
Ir �
1 1 r \\ 0 25 50 1111110

MOU
EXHIBIT B
DENR SUPPLEMENTAL REQUIREMENTS for:
State Stormwater Management Master Permit Number SW8141101
State Stormwater Management Offsite Permit Number SW8140514
PROJECT:
East Carolina University School of Dental Medicine- Community Service Learning Center
Brunswick,North Carolina
The following statements related to stormwater management are included as Supplemental Requirements within this
MOU as required by the NCDENR-Division of Energy, Mineral and Land Resources.
a. The following covenants are intended to ensure ongoing compliance with State Stormwater Management
Master Permit Number SW8141101 and Offsite Permit Number SW8140514 as issued by the Division
under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to maintain
compliance with the Stormwater Management Permit.
C. These covenants are to run with the land and be binding on all pmns and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered.or rescinded without the express written consent
of the State of North Carolina,
e. Alteration of the drainage as shown on the approved,plans may not taW place without the concurrence of
the Division.
f. The stormwater runoff associated with the offsite E1W OSLC.project is to beoollected and conveyed into a
stormwater management system permitted under the latest version of master permit SW8141101. The
built-upon area allocated to this development by master permit No.SW8141101 is 37,811 square feet. The
total built-upon area allocated by the master permit Is51,532 square feet,which includes 13,721 square feet
of access road between the ECU project and the master permit jam'. All stormwater coinveyance and
collection systems must be located In'diadicated common OrM or recorded easements.'The final plats for
the project will be recorded showing Of reqWved public rights4 way,common areas and easements, in
accordance with the approved plans.This aflo4od amount includes any built-upon area constructed within
the lot property boundaries,and that pin of the mat-of-way betty the front lot line and the edge of the
pavement. Built upon aroma includes, but is Brat limited to,structures, #alt,concrete, gravel, brick,stone,
slate,coquina and po"ems, but does ft include i ,open wood decking,or the water surface of
swimming pools.
g. All affected lots stall.provide a Wioot-wide buf r adjacent surface waters, measured horrrontally from and
perpendicular to thetiormal pool;of impounded sttwAures,the top of bank of both sides of streams and
rivers,and the mean NO,water line of tidal waters..
h. Lots vdft CAMA's Area of EnvhwmvmW Concern may be subject to a reduction in their allowable built-
uW area due to CAMA regai ns.
i. AR runoff on the lot fttst drain tea the permitted-sy*m.This may be accomplished through providing roof
ftn gutters which drag to the strut,grading the lot to drain toward the street,or grading perimeter swales
and electing them into the pond or sty Lots that will naturally drain into the system are not required to
provide ffrese measures.
j. Built-upon bNa in excess of fly permitted amount will require a permit modification.
k. Any individual or entity found to be in noncompliance with the provisions of a stormwater management
permit or the retirements of stormwater rules is subject to enforcement procedures asset forth in G.S.
143 Article 21.
I. Each lot within the swim whose ownership is not retained by the permittee must submit a separate
Offsite Stormwater Management Permit application package to the Division of Energy, Mineral and Land
Resources and receive a permit prior to any construction on the lot. Delete this item if it is a residential
subdivision.

MEMORANDUM OF UNDERSTANDING
BETWEEN
THE STATE OF NORTH CAROLINA THROUGH EAST CAROLINA UNIVERSITY AND DEVELOPER
This Memorandum of Understanding (MOU) is entered into on the day of
, between the State of North Carolina through East Carolina University
(hereinafter "ECU"), and ALLEN JEFFERSON EARP, ETALS (hereinafter "DEVELOPER") for the ECU
School of Dental Medicine, Community Service Learning Center, located in Brunswick, North Carolina
(hereinafter"CSLC").
W ITNESSETH:
WHO ECU his establis d a School of Medicine (t einafter"SODIVI; arid,
WHEREA ,.'SODM's,vision is to bprove th&heab.and quality.of life of all North Carolinians by
cre*g leaders wio a passim to care tt the under ved' l by leadi the nation in commut -based,
seas learning oral fiealth%Wwhw,,mod,
WHEREAS, part of SODWs mission is to provide and er ance oral health s6ivices for
undeserved North Carolini through ifnpleme*ft of q�rnity-orited service learning and inter-
proional collations;mW,
WHEAS, the S VI's academic aW teaching progrmm it des having fourth-yam dental
stude , IftWents, and facutty teach in t C�s.focated across th6 State bf North Carolina with a focus on
community oriented service learning and inter-professional collaborations; and,
WHEREAS, ECU and DEVELOPER have collaborated to identify a building site in Brunswick
County, North Carolina located along Medical Center Parkway (hereinafter"SITE") and ECU subsequently
purchased SITE; and,
WHEREAS, NCDENR- Division of Energy, Mineral and Land Resources (hereinafter"DENR") has
determined that stormwater management for properties along Medical Center Parkway and other properties
in the developmental area is best coordinated through a single regional stormwater management system
(hereinafter"BASIN") constructed on DEVELOPER property as depicted in attached July 11, 2014 drawing
titled MOU EXHIBIT A, attached hereto as"MOU EXHIBIT A"and incorporated herein by reference; and
WHEREAS, ECU will design and construct BASIN, a temporary access road (hereinafter
"TEMPORARY ACCESS ROAD") and drainage ditch (hereinafter "DRAINAGE DITCH") on DEVELOPER
property between SITE and BASIN to allow for conveyance of stormwater from SITE to BASIN, all depicted
in MOU EXHIBIT A, Notes 1, 2, 3 and 4; and,
WHEREAS, DEVELOPER agrees to provide to ECU a temporary access easement to construct
TEMPORARY ACCESS ROAD, DRAINAGE DITCH and BASIN; and,
i

WHEREAS, DEVELOPER agrees to provide permanent easement for stormwater conveyance
from SITE to BASIN either through DRAINAGE DITCH or other underground piping systems designed and
installed by DEVELOPER; and,
WHEREAS, further development of properties along Medical Center Parkway and other properties
in developmental area will require DEVELOPER to submit a new Master Stormwater Permit application
amendment and likely a Stormwater Off Site Permit for the property to be developed; and,
WHEREAS, DENR requires supplemental requirements (hereinafter "DENR SUPPLEMENTAL
REQUIREMENTS") be incorporated into this MOU as a condition of DENR approval of Stormwater
Management Master Permit Number SW8 141101 and Offsite Stormwater Permit Number SW8 140514;
and,
WHEREAS, DENR SUPPLEMENTAL REQUIREMENTS are incorporated into this MOU as "MOU
EXHIBIT B", attached hereto as"MOU EXHIBIT B"and incorporated herein by reference; and,
fEREAS, ECU aWDEVELOPER desire to document .#WiisponsibNes for ,
con ction 84 MAINTENANCE of'BASIN, TEMPORAf�Y ACCESS FAD and DRAINAGE DfTCH—all
reqd to open CSLC for bless.
NOW THEREFORE, in further consideration of the mutual befits, covenants, and promises
con ned herein, al being good and uable con ration the sufficid y of which is acknowledged by
both parties herein, ECU and::M ER agree follows:
A. BA fN, TEMPOR41 YACCESS ROAD and DRAINAGE'DiTCH
1. ECU will dew and construct BASK TEMPORARY ACCESS ROAD and
DRAINAGE DITCH at MU's expense.
2. DEVELOPER vA grant temporary access and construction easement to ECU
and their contractors to construct BASIN, TEMPORARY ACCESS ROAD and
DRAINAGE DITCH.
3. DEVELOPER will grant permanent drainage easement for stormwater
conveyance from SITE to BASIN either through DRAINAGE DITCH or other
underground piping systems.
B. Maintenance of BASIN, TEMPORARY ACCESS ROAD and DRAINAGE DITCH
1. Maintenance of BASIN, TEMPORARY ACCESS ROAD and DRAINAGE DITCH
(hereinafter "MAINTENANCE") will be provided by DEVELOPER as detailed
and required in Master Stormwater Permit Number SW8 141101 and Offsite
Stormwater Permit Number SW8140514.
2. DEVELOPER will pro-rate MAINTENANCE costs to ECU and other property
owners conveying stormwater into BASIN based on acreage of each property.
3. DEVELOPER will invoice ECU and property owners periodically for their pro-
rated share of MAINTENANCE costs as ousts are incurred and as follows below.
2

a. Invoices from DEVELOPER to ECU shall be submitted as follows below.
1. Billing information required for all invoices.
a. Project Name: ECU School of Dental Medicine,
Brunswick Community Service Learning Center
U. DEVELOPER invoice number
c. DEVELOPER Remittance address
d. Service address of the SODM CSLC Brunswick County
location(If we have this will place address here)
e. Service dates-from and to
f. MAINTENANCE cost summary and Pro-ration details:
g. Cost summary to be itemized by service provided and
dates of service.
2. ECU Billing Address
East Carolina University
Campus Operations
ATTN:,.mecca Bizzell
1001 E 4th Street
Greenville, NC 27858
3. PAYMENT. ECU, will remit-poyment to DEVELOPER within
30 calendarday's r eipt of an mice in proper form,with proper
backup as ootlined Under paragraph 3,above.
C. DER SUPPLEMENTAL REQUMWNT$
1. DEVELOPER aW ECU agree that DENR SUPPLEMENTAL REQUMMENTS
are incorporates into #6 MOU as Mtn EXHOT B, attached hereto es "MOU
EXHIBIT B" and incorporated herein byfe0erence.
1. ASSIGNMENT. No transfer or assignment of this MOU or any part hereof or interest
herein, directly or indirectly, voluntary or involuntary, shall be made unless such transfer or
assignment is first agreed upon and approved in writing by DEVELOPER and ECU.
2. TERM. This MOU shall be effective from the date executed and will remain in
force until December 15, 2044 unless terminated early upon the mutual written agreement of the
parties.
3. FUNDS AVAILABILITY. DEVELOPER understands and acknowledges that ECU is an agency of
the State of North Carolina and as such continuation of this MOU is subject to and contingent upon
funds being appropriated by the North Carolina General Assembly for the purpose of this MOU
each fiscal year. ECU agrees to use its best efforts to secure funds for the purpose of this MOU
each year but shall have the right to terminate the MOU in any subsequent fiscal year in the event
that adequate funds are not appropriated for the continuation of this MOU.
4. AMENDMENT. This MOU contains the entire understanding of ECU and DEVELOPER
concerning the subject matter contained herein and can only be amended upon the written
agreement of the parties.
3

5. TERMINATION. Except as provided in this MOU, this MOU may not be cancelled for any
reason unless approved in writing by DEVELOPER and ECU. All parts of this agreement are
believed to be consistent with the laws of the State of North. If any part of this agreement should be
found to be inconsistent with any laws or ordinances, the remaining parts of this agreement shall
survive.
6. WRITTEN CORRESPONDENCE AND NOTICE. All written correspondence and notice relating to
this MOU shall be in writing signed by an authorized representative of the party giving it, and shall
be deemed given when mailed postage prepaid by U.S. Postal Service first class, certified mail, or
other overnight mail service, or hand delivered, when addressed as follows, or to such other
addressee as may be indicated in written notice provided in the future:
Mr. Jeff Earp
Allen Jefferson Earp, ETALS
1007 Evangeline Drive
Leland, NC 28451
THE STATE OF NORTH CAROLINA THROUGH FAST CAROLINA UNIVERSITY
Mr. William Ba gnell
Associate Ve Chammllor for Campus Operations
East Caroli Unive' y
1001 East Wirth SrW
Greenville, IBC 27854353
7. ACCESS TO PERMS AND MCORD . North C ina's State Auditor and ECV's internal
shall be proceed access tp perms and records that are generated as a resuft of, or are
related to, this Agreement for the, purposes of verifying accmmts and data affecting fees or
performance in accordance with N.C. General Statutes § 147-64.7 and N.C. Session Laws 2010-
194, Section 21.
IN WITNESS WHEREOF, this has been executed by authorized representatives of the parties hereto, in
duplicate originals, as of the date first above written.
Signed and accepted by:
Mr. Jeff Earp Date Mr. William Everett Bagnell Date
Allen Jefferson Earp, ETALS Associate Vice Chancellor for Campus Operations
1007 Evangeline Drive East Carolina University
Leland, N.C. 28451 1001 East Fourth Street
Greenville, N.C. 27858
4

MEMORANDUM OF UNDERSTANDING
BETWEEN
THE STATE OF NORTH CAROLINA THROUGH EAST CAROLINA UNIVERSITY AND DEVELOPER
This Memorandum of Understanding (MOU) is entered into on the day of
, between the State of North Carolina through East Carolina University
(hereinafter "ECU"), and ALLEN JEFFERSON EARP, ETALS (hereinafter "DEVELOPER") for the ECU
School of Dental Medicine, Community Service Learning Center, located in Brunswick, North Carolina
(hereinafter"CSLC").
W ITNESSETH:
WHET EAS, ECU has establish a School of beals! Medicine (hereinafter"SODM"); and
WHEREA `$ODM`s vision is to Improve the:beafth and quality of life of all North Camhnians by
creagrig leaders wit a pawl to care fot the underserved.mod by leading the nation in comma-based,
sere learning oral health edupatio.n,and,
WHEREAS, part of SODkft mission is to provide and en Mince oral health s ces for
undeserved North Carolinian through inplemertOw of unity-orted service learning ;and inter-
professional collaborations;Wd,
WHIF the SODM's academic and teaching prim in4ltdes having fourth-year dental
stud rtfs, residents, and facbfty teach in C LC',s located across the State,of North Carolina with a focus on
community oriented service learning and inter-professional collaborations; and,
WHEREAS, ECU and DEVELOPER have collaborated to identify a building site in Brunswick
County, North Carolina located along Medical Center Parkway (hereinafter"SITE") and ECU subsequently
purchased SITE; and,
WHEREAS, NCDENR Division of Energy, Mineral and Land Resources (hereinafter"DENR") has
determined that stormwater management for properties along Medical Center Parkway and other properties
in the developmental area is best coordinated through a single regional stormwater management system
(hereinafter"BASIN") constructed on DEVELOPER property as depicted in attached July 11, 2014 drawing
titled MOU EXHIBIT A, attached hereto as"MOU EXHIBIT A"and incorporated herein by reference; and
WHEREAS, ECU will design and construct BASIN, a temporary access road (hereinafter
"TEMPORARY ACCESS ROAD") and drainage ditch (hereinafter "DRAINAGE DITCH") on DEVELOPER
property between SITE and BASIN to allow for conveyance of stormwater from SITE to BASIN, all depicted
in MOU EXHIBIT A, Notes 1, 2, 3 and 4; and,
WHEREAS, DEVELOPER agrees to provide to ECU a temporary access easement to construct
TEMPORARY ACCESS ROAD, DRAiNAGE DITCH and BASIN; and,
i

WHEREAS, DEVELOPER agrees to provide permanent easement for stormwater conveyance
from SITE to BASIN either through DRAINAGE DITCH or other underground piping systems designed and
installed by DEVELOPER; and,
WHEREAS, further development of properties along Medical Center Parkway and other properties
in developmental area will require DEVELOPER to submit a new Master Stormwater Permit application
amendment and likely a Stormwater Off Site Permit for the property to be developed; and,
WHEREAS, DENR requires supplemental requirements (hereinafter "DENR SUPPLEMENTAL
REQUIREMENTS") be incorporated into this MOU as a condition of DENR approval of Stormwater
Management Master Permit Number SW8 141101 and Offsite Stormwater Permit Number SW8 140514;
and,
WHEREAS, DENR SUPPLEMENTAL REQUIREMENTS are incorporated into this MOU as "MOU
EXHIBIT B", attached hereto as "MOU EXHIBIT B" and incorporated herein by reference; and,
W EIREAS, ECU .and DEWLOPER desire. to document the ionsib s tax' 49s4n,
construction and.MAINTENANCE of BASIN, TEMPORARY ACCESS FOOD and DRAINAGE DITCH—all
reqWred to open 0$LC for business.
NOW THEW FORE, in further consideration of tho mutual befits, covenants, and promises
cored herein, aft being good and.vatuable consWeration the sufficiency of which is acknovAedged by
both parties herein,!ECU and DE -EL ER agree follows:
A. BASIN, TEMPORARY ACCESS ROAD and DRAINAGE DITCH
1. ECU will design and Oonstruct BASIN, TEMPORARY ACCESS ROAD and
DRAINAGE DITCH at ECU's expense:
2. DEVELOPER Witt gram temporary access and construction easement to ECU
and their contractors to construct BASIN, TEMPORARY ACCESS ROAD and
DRAINAGE DITCH.
3. DEVELOPER will grant permanent drainage easement for stormwater
conveyance from SITE to BASIN either through DRAINAGE DITCH or other
underground piping systems.
B. Maintenance of BASIN, TEMPORARY ACCESS ROAD and DRAINAGE DITCH
1. Maintenance of BASIN, TEMPORARY ACCESS ROAD and DRAINAGE DITCH
(hereinafter "MAINTENANCE") will be provided by DEVELOPER as detailed
and required in Master Stormwater Permit Number SW8 141101 and Offsite
Stormwater Permit Number SW8140514.
2. DEVELOPER will pro-rate MAINTENANCE costs to ECU and other property
owners conveying stormwater into BASIN based on acreage of each property.
3. DEVELOPER will invoice ECU and property owners periodically for their pro-
rated share of MAINTENANCE costs as costs are incurred and as follows beiow.
2

a. Invoices from DEVELOPER to ECU shall be submitted as follows below.
1. Billing information required for all invoices.
a. Project Name: ECU School of Dental Medicine,
Brunswick Community Service Learning Center
b. DEVELOPER Invoice number
c. DEVELOPER Remittance address
d. Service address of the SODM CSLC Brunswick County
location(If we have this will place address here)
e. Service dates-from and to
f. MAINTENANCE cost summary and Pro-ration details.
g. Cost summary to be itemized by service provided and
dates of service.
2. ECU Billing Address
East Carolina University
Campus Operations
ATTN;mecca Bizzell
1001 f4th Street
Greeillo;NC 27858
3. PAYMENT. . EW will remit payment to DEVELOPER within
30 calendarday's receipt of an Jew in proper form, proper
backup as outlined tier parag a' e.
C. DENIM SUPPLEMENTAL REQU EMENTS
1. DEWLOPER and EW agree that D t SUPPLEMENTAL REQUIREMENTS
are incorporated into hs MOU as MOU EXHIBIT B, attached heretq as "MOU
EXHIBIT B"and Incorpmated herein by reference.
1. ASSIGNMENT. No transfer or assignment of this MOU or any part hereof or interest
herein,directly or indirectly, voluntary or involuntary, shall be made unless such transfer or
assignment is first agreed upon and approved in writing by DEVELOPER and ECU.
2. TERM. This MOU shall be effective from the date executed and will remain in
force until December 15, 2044 unless terminated early upon the mutual written agreement of the
parties.
3. FUNDS AVAILABILITY. DEVELOPER understands and acknowledges that ECU is an agency of
the State of North Carolina and as such continuation of this MOU is subject to and contingent upon
funds being appropriated by the North Carolina General Assembly for the purpose of this MOU
each fiscal year. ECU agrees to use its best efforts to secure funds for the purpose of this MOU
each year but shall have the right to terminate the MOU in any subsequent fiscal year in the event
that adequate funds are not appropriated for the continuation of this MOU.
4. AMENDMENT, This MOU contains the entire understanding of ECU and DEVELOPER
concerning the subject matter contained herein and can only be amended upon the written
agreement of the parties.
3

5. TERMINATION. , Except as provided in this MOU, this MOU may not be cancelled for any
reason unless approved in writing by DEVELOPER and ECU. All parts of this agreement are
believed to be consistent with the laws of the State of North. If any part of this agreement should be
found to be inconsistent with any laws or ordinances, the remaining parts of this agreement shall
survive.
6. WRITTEN CORRESPONDENCE AND NOTICE. All written correspondence and notice relating to
this MOU shall be in writing signed by an authorized representative of the party giving it, and shall
be deemed given when mailed postage prepaid by U.S. Postal Service first class, certified mail, or
other overnight mail service, or hand delivered, when addressed as follows, or to such other
addressee as may be indicated in written notice provided in the future:
Mr. Jeff Earp
Allen Jefferson Earp, ETALS
1007 Evangeline Drive
Leland, NC 28451
THE STATE OF NORTH CAROUNA THROUGH SST CAROLINA UNIVERSITY
Mr. William Bagnell
Associate Vice Chancellor for Campus Operations
East Carolina Univer*
1001 East Firth Sty
Greenville,NC 27858 4353
I. ACCESS TO PERSONS AND RECORDS.. North C lina's ate Auditor and ECVs internal
aW Cir shall be proiAded access to perms and records that are generated as a resuft of, or are
rekated to, this Agreement for the purposes of verifying accWnts and data affecting fees or
performance in accordance with N.C. General Statutes § 147-64.7 and N.C. Session Laws 2010-
194, Section 21.
IN WITNESS WHEREOF, this has been executed by authorized representatives of the parties hereto, in
duplicate originals, as of the date first above written.
Signed and accepted by:
Mr. Jeff Earp Date Mr. William Everett Bagnell Date
Allen Jefferson Earp, ETALS Associate Vice Chancellor for Campus Operations
1007 Evangeline Drive East Carolina University
Leland, N.C. 28451 1001 East Fourth Street
Greenville, N.C. 27858
4

Pusey, Steven
From: Pusey, Steven
Sent: Wednesday, December 10, 2014 10:01 AM
To: 'Fields, John'
Cc: ColeJenest&Stone-R. Todd Fisher; Chatfield, Bill
Subject: RE: MOU Agreement-Brunswick Forest/ECU Service Learning Center
John,
Please reference my comments on Exhibit B below:
Please adjust statement item (f)to read as follows:
f. "The storrwater runoff associated with the offsite ECU CSLC project is to be collected and conveyed into a
stormwater management system permitted under the latest version of master permit SW8141101. The built-upon area
allocated to this development by master permit No.SW8 141101 is 37,811 square feet. The total built-upon area
allocated by the master permit is 51,532 square feet,which includes 13,721 square feet of access road between the ECU
project and the master permit BMP. All stormwater conveyance and collection systems must be located in dedicated
common areas or recorded easements.The final plats for the project will be recorded showing all required public rights-
of-way,common areas and easements, in accordance with the approved plans. The allotted amount includes any built-
upon area constructed within ..."
This will be more consistent with the permit language. Thanks for your cooperation in this matter.
If you have any questions, please let me know.
Regards,
Steve Pusey
From: Fields,John [mailto:FIELDSJO0ECU.EDU]
Sent: Monday, December 08, 2014 7:41 PM
To: Pusey, Steven
Cc: ColeJenest&Stone - R.Todd Fisher; Chatfield, Bill
Subject: RE: MOU Agreement- Brunswick Forest/ ECU Service Learning Center
Steve,
Attached is the draft MOU which is still a work in progress as of this email.
Note the following:
1. MOU EXHIBIT A is intended to depict general scope of work and will be referred to in the MOU for identifying
responsibility for cost of design, construction and maintenance of the work.
2. MOU EXHIBIT B is intended to depict the added language relative to the STORMWATER PERMITTING that was
sent to us.
Please review that and make sure EXHIBIT B is substantially how you want it to read. Changes there are pretty
easy.
3. THE actual MOU Language is still being finalized to provide proper references to the EXHIBITS,eliminate
redundancies,and clean up to be accurate. It also will include language relative to costs for design and
construction. I have made it through page 2(RED FONT)for coordination.
1

Pusey, Steven
From: Fields, John<[e-mail]>
Sent: Monday, December 08, 2014 7:41 PM
To: Pusey, Steven
Cc: ColeJenest&Stone- R. Todd Fisher; Chatfield, Bill
Subject: RE: MOU Agreement- Brunswick Forest/ECU Service Learning Center
Attachments: Draft 12-09-14 for review with Steve Pusey.pdf
Steve,
Attached is the draft MOU which is still a work in progress as of this email.
Note the following:
1. MOU EXHIBIT A is intended to depict general scope of work and will be referred to in the MOU for identifying
responsibility for cost of design, construction and maintenance of the work.
2. MOU EXHIBIT B is intended to depict the added language relative to the STORMWATER PERMITTING that was
sent to us.
Please review that and make sure EXHIBIT B is substantially how you want it to read.Changes there are pretty
easy.
3. THE actual MOU Language is still being finalized to provide proper references to the EXHIBITS, eliminate
redundancies, and clean up to be accurate. It also will include language relative to costs for design and
construction. 1 have made it through page 2(RED FONT)for coordination.
I will finalize the MOU language tomorrow and send the revised document to you for review.
4. Please keep in mind that I still have to get our legal counsel and the developer's approvals before finalizing.
Following that,will have it executed and send to you for your records.
We will work through any issues you see.
Thanks for your patience and assistance.
John G Fields, PE
Director
Facilities Engineering&Architectural Services
East Carolina University
(0)252-328-6858
(C)252-702-9990
From: Pusey, Steven f mailto:steven.pusey ncdenr.gov]
Sent: Saturday, December 06, 2014 11:27 AM
To: Fields, John
Cc: ColeJenest&Stone - R.Todd Fisher; Chatfield, Bill
Subject: RE: MOU Agreement- Brunswick Forest/ ECU Service Learning Center
Great! Thanks,
Steve
From: Fields, John [mailto:FIELDSJO(&ECU.EDU]
Sent: Friday, December 05, 2014 5:09 PIVI
To: Pusey, Steven

Cc: COIJJenest&Stone - R. Todd Fisher; Chatfield, Bill
Subject:RE: MOU Agreement- Brunswick Forest/ ECU Service Learning Center
Steve,
I apologize for not getting back to you sooner.Am working on the MOU and incorporation of the needed requirements
and will send a draft to you on Monday.
Sincerely,
John F
John G Fields,PE
Director
Facilities Engineering&Architectural Services
East Carolina University
(0)252-328-6858
(C) 252-702-9990
From: Pusey, Steven Finailto:steven.pusey ncdenr.gov]
Sent: Friday, December 05, 2014 11:23 AM
To: Fields, John
Cc: ColeJenest&Stone - R.Todd Fisher
Subject: FW: MOU Agreement - Brunswick Forest/ ECU Service Learning Center
Importance: High
Dear Mr. Fields,
Please advise the status of the Memorandum of Understanding (MOU) between ECU and Funston Partners. We need to
get the signed agreement before we can issue the pemit. As stated previously and confirmed in an email from Todd
Fisher,for your convenience,the stormwater deed restriction language shall be provided in the MOU agreement,as
opposed to recording a separate deed restriction document for the ECU property.
Let me know if you should have any questions. We look forward to your earliest response on this matter.
Regards,
Steve
From: Pusey, Steven
Sent: Tuesday, November 25, 2014 2:55 PM
To: '[e-mail]'
Cc: "[e-mail]' ([e-mail])'; 'ColeJenest&Stone -Austin W. Key; 'ColeJenest&
Stone - R. Todd Fisher'
Subject: MOU Agreement - Brunswick Forest/ ECU Service Learning Center
Dear Mr. Fields:
This is just a reminder that we are waiting for the signed MOU Agreement before we issue the State stormwater
permit. Please advise the status and an approximate date when you think it can be submitted.
Thanks,
SteUeng.�user�
Environmental Engineer
NCDENR- Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext.
2

Wilmington, NC 28405
Ph [phone]/Fax[phone]
http://portal.ncdenr.org/web/Ir/stormwater
Before printing this email,please consider your budget and the environment.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.
3

MEMORANDUM OF UNDERSTANDING
BETWEEN
THE STATE OF NORTH CAROLINA THROUGH EAST CAROLINA UNIVERSITY AND DEVELOPER
This Memorandum of Understanding (MOU) is entered into on the day of
, between the State of North Carolina through East Carolina University
(hereinafter "ECU"), and ALLEN JEFFERSON EARP, ETALS (hereinafter "DEVELOPER") for the ECU
School of Dental Medicine, Community Service Learning Center, located in Brunswick, North Carolina
(hereinafter"CSLC").
W ITNES$ETH:
WHEREAS, ECU haestablishea School of DerdW Medicine(h inafter"SODM'); aro}
WHEREAS SODM'a vision is 10 improve thi health and quality of life of all North Car*ians by
creatinig leaders with o paste tia cae for the unde rved *W by leading to naban in commu y-based,
ser*b learning orM:h*alth 6kcs ' end,
WHEREAS„ part of SODM's mission (:8'110 and ence oral health sces for
unc served North'Carolini im through plementation of con�nity-opted service learning and inter-
profional coations; wX1,
'AREAS, the SOOM's academe and teaching prom includes having fourth-year dental
students, residents, and faculty teach in CSLC's located across the State of North Carolina with a focus on
community oriented service learning and inter-professional collaborations; and,
WHEREAS, ECU and DEVELOPER have collaborated to identify a building site in Brunswick
County, North Carolina located along Medical Center Parkway(hereinafter"SITE") and ECU subsequently
purchased SITE; and,
WHEREAS, NCDENR- Division of Energy, Mineral and Land Resources (hereinafter"DENR") has
determined that stormwater management for properties along Medical Center Parkway and other properties
in the developmental area is best coordinated through a single regional stormwater management system
(hereinafter "BASIN") constructed on DEVELOPER property as shown and noted in MOU Exhibit A,
attached and incorporated herein by reference; and
WHEREAS, DENR requires supplemental. requirements (hereinafter "DENR SUPPLEMENTAL
REQUIREMENTS") be incorporated into this as a condition of DENR approval of Stormwater Management
Master Permit Number SW8 141101 and Offsite Permit Number SW8 140514. The DENR
SUPPLEMENTAL REQUIREMENTS are attached herein as MOU EXHIBIT B and are incorporated within
this MOU; and,

WHEREAS, ECU and DEVELOPER agree that the CLSC cannot open and begin serving patients'
oral health needs in the area until certain utility and infrastructure work are completed as outlined below;
and,
1. Infrastructure;
Existing utilities and paving of Medical Center Parkway are to be extended from
existing locations to SITE as depicted on MOU EXHIBIT A and more specifically
identified under Notes 1, 2, 3, 4, 5 and 6 ( all collectively referred to hereinafter as
"INFRASTRUCTURE").
2. BASIN:
BASIN is to be constructed and a stormwater conveyance system installed from SITE
to BASIN, as depicted in attached MOU EXHIBIT A and more specifically identified
under Notes 7, 8, 9 and 10.
3. DENR SUPPLEMENTAL REQUIREMENTS
DENR SUPPLEMENTAL REQUIREMENTS identified in MOU EXHIBIT B are attached
and incorporated into this MOU.
WHERMS, ECU and DMOPER desire io document the responsibilities for design,
conduction and 4of IN- FRASTRUCTURI and design, oonilitiction and rnakitenance of BASIN, A required
to be completed to open CS LC as follows below,
1. INFRASTRUCTURE
e. DEVELOPED will design and construct INFRASTRUCTURE at no cost to ECU on
or before xxxxxx.
2. BASIN
a. EW will design and construct BASIN outlined in MOU EXHIBIT A, dotes 1,
2a,NCDENR has Beta fined that storrtmater fo properties along Medibel Center
Parkway and otlr properties in the devel6pmentel area is best managed through
a single regional stormwater management system (hereinafter "BASIN")
constructed on DEVELOPER property as shown and noted in MOU Exhibit A,
attached and incorporated herein by reference; and
b. NCDENR requires that the requirements included in attached MOU Exhibit B be
included within this MOU. D
c. BASIN will initially serve stormwater management for SITE only. As such, ECU
will pay the costs of design and construction of BASIN. ECU and DEVELOPER
agree that the BASIN will initially be designed and constructed by ECU, at ECU's
sole expense, to support stormwater management for the ECU Site in two (2) or
more phases. Phase 1 BASIN will be designed and constructed by ECU at ECU's
sole expense to support stormwater management for the ECU Site; and,
3. DENR SUPPLEMENTAL REQ,UIREMEMTS
2

WHEREAS, DEVELOPER and ECU agree that Developer will grant a permanent access and
drainage easement to ECU to allow drainage of storm and/or groundwater between the ECU Site and the
BASIN, initially to be through an open drainage swale(hereinafter"SWALE"); and,
WHEREAS, DEVERLOPER and ECU agree that when further development of any property
conveying stormwater into BASIN dictates enlargement of BASIN, Developer will, at its sole expense,
enlarge BASIN from Phase 1 BASIN and install an underground drainage piping system between ECU Site
and BASIN; and,
WHEREAS DEVELOPER and ECU agree that the BASIN will be designed and constructed in two
(2) or more phases but that the initial construction of BASIN. Phase 1 BASIN will be designed and
constructed by ECU at ECU's sole expense to support stormwater management for the ECU Site; and
WHEREAS, DEVELOPER and ECU agree that DEVELOPER will maintain BASIN and SWALE
and invoice ECU for such maintenance costs as maintenance occurs or on a monthly basis, whichever is
longer; and,
SEAS, DEVELOPER And ECU agree co wyance of stoffmoordam the SITE hillp.the
Phase 1 and few Phases af the BASH4 will require DEW,LOPER to god to ECU a permanert drainage
easement extend from SRIE up to arc connected to BASIN(hereinafter'EASEMENT"); and,
WHEREAS, 'DEVELOPER and ECU agree That obristruction of a temporary site a0cess road
(hereinafter"SITE ACCESS ROAD")an tract B as described in map cabinet 48 page 33, book Z98 page
808 and owned by DEVELORR Oweinafter "TRACT B") is required to alow t ruction to weed on
the.CSLC prior to completion of INFRASTRUCTURE and that SITE ACCESS ROAD shall be comtructed
by ECU at its sole+dense and that aJW construcbm of#e.CSLC shall be removed by ECU and the SITE
ACCESS ROAD aMa of TRACT B shal be gradW smooth, seeded, acid left clean by ECU a the sole
expense of ECU air constr ion of the CSLC has been comp W' ; and,
WHEREAS, DEVELOPER and ECU agree that use by ECU of a temporary site cons#Wion lay-
down area (hereinafter"LAY DOWN AREA") of approximately one acre shall be allowed by DEVELOPER
on TRACT B to facilitate timely construction of the CSLC and that LAY DOWN AREA shall be constructed
and maintained by ECU at its sole expense and that LAY DOWN AREA shall be graded smooth, seeded,
and left clean by ECU after construction of the CSLC has been completed;and,
WHEREAS, DEVELOPER and ECU agree that construction of a temporary access road on
EASEMENT (hereinafter "ACCESS ROAD") is required to allow construction of a STORMWATER
DRAINAGE SWALE(hereinafter"SWALE")and the BASIN; and,
WHEREAS, on the basis of the above ECU has acquired SITE and owns the property as of the
date of this MOU; and,
WHEREAS, ECU and DEVELOPER desire to document the responsibilities for design,
construction and maintenance of BASIN, SWALE and PIPING ; and,
NOW THEREFORE, in further consideration of the mutual benefits, covenants, and promises
contained herein, all being good and valuable consideration the sufficiency of which is acknowledged by
both parties herein, ECU and DEVELOPER agree as follows:
3

1. EXPANSION AND MAINTENANCE of BASIN
a. ECU will maintain BASIN and TEMPORARY ACCESS ROAD at its sole expense until
such time as other properties begin to convey stormwater into BASIN.
b. DEVELOPER will design and construct expansions of the BASIN and underground
stormwater piping from SITE to BASIN as other properties begin conveying stormwater
into BASIN.
c. DEVELOPER will maintain BASIN and TEMPORARY ACCESS ROAD at its sole
expense when other properties begin conveying stormwater into BASIN. DEVELOPER
will pro-rate BASIN maintenance costs to property owners who are conveying
stormwater into BASIN based on the acreage of the properties conveying stormwater.
d. DEVELOPER will summarize maintenance costs from 3.c. above and invoice property
owners.
e. ECU agrees to pay to DEVELOPER its prorate share of maintenance costs within 60
days receipt of an invoice in proper form and with proper backup in support of the
costs.
ASSIGNMENT. No tray er or assignMentof this MOU or any part hereof or int est
herein, dirpay or indkrectly,voluntary or invok tart';#all be made unless such transferar
assignment to first aimed upon and approved in write by DEVELOPER and ECU.
TERM. This MOU shall be effective 'loom the date executed and wig. remain in
force until Wy 08, 2043 unless terminated+arty u tho mutual v ritten agreement of the parties.
3. FUNDS AVAILABILITY. DEVELOPER understands and scknov lges that ECU is an agency of
tt State of North Celina and such continuation of ttds.MOU.is subject to and conti ent upon
kmds being appropfted by the North Carolina General Assembly for the purpose of this MOU
each fiscal year. ECU agrees to use its best efforts to secure funds for the purpose of this MOU
each year but shall have the right to terminate the MOU in any subsequent fiscal year in the event
that adequate funds are not appropriated for the continuation of this MOU.
4. AMENDMENT. This MOU contains the entire understanding of ECU and DEVELOPER
concerning the subject matter contained herein and can only be amended upon the written
agreement of the parties.
5. TERMINATION. Except as provided in this MOU, this MOU may not be cancelled for any
reason unless approved in writing by DEVELOPER and ECU. All parts of this agreement are
believed to be consistent with the laws of the State of North. If any part of this agreement should be
found to be inconsistent with any laws or ordinances, the remaining parts of this agreement shall
survive.
6. WRITTEN CORRESPONDENCE AND NOTICE. All written correspondence and notice relating to
this MOU shall be in writing signed by an authorized representative of the party giving it, and shall
be deemed given when mailed postage prepaid by U.S. Postal Service first class, certified mail, or
other overnight mail service, or hand delivered, when addressed as follows, or to such other
addressee as may be indicated in written notice provided in the future:
4

Mr. Jeff Earp
Brunswick Forest
1007 Evangeline Drive
Leland, NC 28451
THE STATE OF NORTH CAROLINA THROUGH EAST CAROLINA UNIVERSITY
Mr. William Bagnell
Associate Vice Chancellor for Campus Operations
East Carolina University
1001 East Fourth Street
Greenville, NC 27858-4353
7. ACCESS TO PERSONS AND RECORDS. North Carolina's State Auditor and ECU's internal
auditor shall be provided access to persons and records that are generated as a result of, or are
iititicl to, this Agmormnt for the purposes .of verifying accoutvii.w4 data Vaffec*V fm or
form per in accordance vAh.N.C. General motes § 147-64.7 and N.C. Session Ls" 2010-
194, Secry 21.
IN VWTNESS WHEREOF, this been executed by..authoniid,represeftWves of the parties herato, in
dupte originals, of the d6je ft above written.
Sigrl and accept by:
Jeff top:, Date Mr. William Everett knell Date
Brunswick Purest Associate%co Chancellor for Campus Options
1007 Evangeline Drive East Carolina University
Leland, N.C. 28451 Greenville, N.C.
5

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ct
a ..
800 los:07-0705ea2l
• t✓ .-!�, e' Community Service
LeamingCenterOB
_ y, �' •I BruneNdek
East Carolina University
Bahaal of Dental Natllelna
l:: Bninaallak County NC
___ _
= �.
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G
H OU
l7(HIBIT A

MOU
EXHIBIT B
DENR SUPPLEMENTAL REQUIREMENTS for:
State Stormwater Management Master Permit Number SW8141101
State Stormwater Management Offsite Permit Number SW8140514
PROJECT:
East Carolina University School of Dental Medicine- Community Service Learning Center
Brunswick,North Carolina
.
A G9PY 9 the FeGeFded deed Fest0rtiqRs must be submi#ed to the Divaslen vAthiR 30 days of the date 9f FeGgFd'Ag the
plat,and pFipF to 6elling!Gts.The FeGeFded GGpy must GeRtali;all ef the statements below,thG SlgRaWFe 9 the
Pewee the deed honk number and nano and the stamp4gRatwe of the Reg'steF of Deeds.
The following statements related to stormwater management are included as Supplemental Requirements within this
MOU as required by the NCDENR-Division of Energy, Mineral and Land Resrces.
a. The following covenants are intended to ensure ongoing compliance with State Stormwater Management
Master Permit Number SW8141101 and Offsite Permit bl�ftr=140514 as issued by the Division
under NCAC 21-1.1000.
b. The State of North Carolina is made a beneficiary of tiese covenants to ft.extent necessary to maintain
compliance with the Stormwater Management P
G. These covenants are to run with the land and be b1nding on all persons and patties claiming under them.
d. The covenants pertaining to stormwater may not bealtered or rescinded without ftexpress written consent
of the State of North Carolina.
e. Alteration of the drainage as shown on the approved pt rr*r&take place without the concurrence of
the Division.
f. The maximum built-upon area under Offsb rmit Number M 140514 is 37,811 square feet.
Conveyance of stormwater from the ECU CSW Project to the pond is covered under Master Permit Number
SW8141101 BMP includes construction-a an access road between the CLSC site and the BMP which is an
impervious offsite area of 721 square f .This alle ed.amount inch-ides any built-upon area constructed
within the lot property b wt apes,and that portion of tfte -of-way between the front lot line and the edge
of the pavement..l upon area includes, butts not,ln ted to,sires,asphalt,concrete,gravel, brick,
stone,slate,coquina and parking.areas, but does to Include raised,open wood decking,or the water
surface of swimming pools,
g. All affected lots shall pWWe a 50-#ciot-wide buffer cent surface waters, measured horizontally from and
perpendktilw to the normal pW ofinjpowided struftw,the top of bank of both sides of streams and
rim,and the h high waW line of tidal*iters.
h. Lots within CAMA'sAtm of Em mental Concem may be subject to a reduction in their allowable built-
tpz,area due to CAMA tegulatiow
L All woff on the lot must drain into the permitted system.This may be accomplished through providing roof
drain guars which drain toft street,grading the lot to drain toward the street,or grading perimeter swales
and direct them into the*d or street.Lots that will naturally drain into the system are not required to
provide these measures.
j. Built-upon area to excess of ft permitted amount will require a permit modification.
k. Any individual or er fourd to be in noncompliance with the provisions of a stormwater management
permit or the requirements cif the stormwater rules is subject to enforcement procedures as set forth in G.S.
143 Article 21.
L Each lot within the subdivision whose ownership is not retained by the permittee must submit a separate
Offsite Stormwater Management Permit application package to the Division of Energy, Mineral and Land
Resources and receive a permit prior to any construction on the lot. Delete this item if it is a residential
subdivision.

Pusey, Steven
From: Jeff Earp<[e-mail]>
Sent: Wednesday, November 19,2014 5:08 PM
To: Pusey, Steven
Cc: ColeJenest&Stone-R. Todd Fisher, [e-mail]; ColeJenest&Stone-Austin W. Key
Subject: Re: MOU Agreement
I am in California this week but will be back in the office next Tuesday.
Sent from my IPhone
On Nov 19,2014, at 2:06 PM,Pusey,Steven<[e-mail]>wrote:
Ok.Then I am awaiting an answer from John Fields. Once I hear back from him,as requested, I will send
you an approved plan set to your office so that it can be scanned and forwarded to both ECU and Jeff
Earp. We will keep 2 sets for our files,one for each permit.
Regards,
Steve
From: Cole]enest&Stone -R.Todd Fisher Finailto:UI§4er0coleienests6one.coml
Sent: Wednesday, November 19,2014 4:52 PM -
To: Pusey, Steven
Cc: 'iearI2(&brunswickforest.com (iearg0brunswick1orest.com);fieldgQ@-)ecu.edu; Cole]enest&Stone-
Austin W. Key
Subject: RE: MOU Agreement
Steve:
I will need John Fields to address the question concerning the MOU. The approved plans/permit should
be sent to the applicant/permit holder(ECU and Jeff Earp),but we would like a copy for our file. If only
one copy is to be mailed,please send it to me and we will scan and distribute.
Thanks.
R.Todd Fisher, PE, .EED Green Associate
Director of Engineering
COLEJENEST&STONE, P.A.
D 704-971-4520 C 704-577-6843
www.colejeneststone.com
25 Years of Design Excellence
This email Is for the reciplent Qpiy.It may contain confidential information.Unauthorized use Is prohibited.
From: Pusey, Steven [mailto:steven.pusevCc-bnodenr.gov]
Seat: Wednesday, November 19, 2014 2:47 PM
To: CoWenest&Stan-R.Todd Fisher
Cc: 'ieaip0brunswicldorest.com' (iearR(dibrunswickforest.corn ;fieldsjo(&ecu.edu
Subject: MOU Agreement
Todd,
1

Pussy, Steven
From: Pusey, Steven
Sent: Wednesday, November 19, 2014 2:47 PM
To: 'ColeJenest&Stone- R. Todd Fisher
Cc: 'jearpObrunswickforest.com' [e-mail]); [e-mail]
Subject: MOU Agreement
Todd,
Thank you for the revised plans received on November 18, 2014.
Before I issue the State Stormwater permit, I need a copy of the signed MOU Agreement between ECU and Funston
Partners because it includes the deed restrictions. Flow soon can you get this document to me?
In addition,just to confirm,do you want me to send the approved plans to ECU?
Thanks,
Steve
5Jw1AX JC,.'Parser,
Environmental Engineer
NCDENR-Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext.
Wilmington,NC 28405
Ph(910)796-7334/Fax[phone]
htto://portal.ncden r.ori%/web/I r/starmwater
45 Before printing this email,please consider your budget and the environment
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.
1

119 East Hargett Street, Suite 300 Raleigh, NC 27601 Charlotte
.919 719 1800 [phone] ,.rl ,www.cOlejeneststone.com Raleigh
TRANSMITTAL
Date: November 17, 2014
Reference: 50351.00—ECU Dental Service Learning Center— Brunswick County, NC
Shaping the Environment
Realizing the Possibilities Attention: Mr. Steven G. PUsey
Company: North Carolina Department of Environment Tel: [phone]
and Natural Resources
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
We Are
Transmitting: ® Herewith ❑ Under Separate Cover
Copies Dated Description
4 10/06/14 Revised Construction Documents(24"x36")—
0000, C101, C201, C301, C302, C303, C304,
C401, C402, C403, C501, C601, C701, C702,
C703, C704, C705, C706
Land Planning
+ Transmitted ❑ Mail I$I overnight ❑ Courier ❑ Hand Delivery ❑ Pick-Up
Landscape Architecture Via:
} ❑ For Approval ❑ For Your Use ❑ As Requested ® For Review
Civil Engineering
Remarks: Please find the enclosed construction drawings for your review. Kindly
Urban Design call if there are any
questions or if additional items are needed.
Thank you.
4inNOV 18y
EI
reg
BY:
cc: 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, LEED Green Associate-CJS
+ P:tSDSKPROJ1503511_Correspondences120141Trans111171t.Pusey,S.,NCDENR Stormwater.docx

Pusey, Steven
From: ColeJenest&Stone- R. Todd Fisher<[e-mail]>
Sent: Friday, November 14, 201411:44 AM
To: Pusey, Steven
Subject: RE: Request for Additional Information - Brunswick Forest/ECU Service Learning Center
Okay. Per your prior email,we will proceed with adding the stormwater language provided to the MOU agreement, as
opposed to recording a separate deed restriction for the ECU property.
R. Todd Fisher, PE, LEED Green Associate
Director of Engineering
COLEJENEST&STONE, P.A.
D 704-971-4520 C 704-577-6843
www.colemeneststone.com
25 Years of Design Excellence
This email is for the recipient off.It may contain confidential information.Unauthorized use is prohibited.
From: Pusey, Steven [mailto:[e-mail]]
Sent: Friday, November 14, 2014 11:29 AM
To: ColeJenest&Stone - R. Todd Fisher
Cc: ColeJenest&Stone -Austin W. Key
Subject: RE: Request for Additional Information - Brunswick Forest/ ECU Service Learning Center
Todd,
I agree with your comments. Please reference my other email for the deed restriction issues.
Thanks,
Steve
From: ColeJenest&Stone - R.Todd Fisher [mailto:tFiisherocolgjeneststone.com]
Sent: Friday, November 14, 2014 11:17 AM
To: Pusey, Steven
Cc: ColeJenest& Stone Austin W. Key
Subject: RE: Request for Additional Information - Brunswick Forest/ ECU Service Learning Center
Steve:
I agree that the comments are minor,and we will address them; it just would have been helpful to have these
comments a few months ago when we received the initial comments from you so that we were not having to revise and
reissue the drawings multiple times.
Regarding the additional comments outlined below,since the BMP is being constructed by ECU in conjunction with the
Service Learning Center, it is neither practical nor contractually possible to have the BMP fully functional before
impervious surface is placed on the site. In fact,this requirement is counter to standard policy that dictates that the site
be fully stabilized (all permanent ground cover/paving in place) before the BMP is converted from its temporary
sediment control function to its permanent water quality function and plantings are installed. Certification of the BMP
will not be completed until the end of the project.
The deed recordation is also problematic. ECU may be able to place a deed restriction on the property, but as a State
owned property,this is an extremely time-consuming process involving multiple levels of review and approval. If this is a
1

r
,
requirement, please provide the specific language that needs to be recorded so that I can pass this to ECU. ECU will need
at least 6 months to get this approved through the Council of State and recorded.
R. Todd Fisher, PE, LEER Creon !associate
Director of Engineering
COLEJENEST&STONE, P.A.
D 919-645-5964 C 704-577-6843
www.coleieneststone.com
' 5 Year&of Des gr± •Exce;llwice�
This email is for the recipient only.It may contain confidential information.Unauthorized use is prohibited.
-----Original Message-----
From: Pusey, Steven [[e-mail]]
Received: Friday, 14 Nov 2014, 9:34am
To: ColeJenest&Stone- R. Todd Fisher[[e-mail]]
CC: ColeJenest&Stone-Austin W. Key[[e-mail]]
Subject: RE: Request for Additional Information- Brunswick Forest/ECU Service Learning Center
Todd,
This project was put on hold until we received the additional information necessary to continue the review;that
information being a signed application for the master permit. So, really this is the first review of the master
permit. Since we just received the application on November 5, 1 would say that is a pretty quick turnaround. However, I
realize that you first submitted these drawings for review back on July 25 so I apologize for not getting comments to you
back then. At the time, I knew the changes would only be minor and didn't think it would be a big issue.
The project was not under construction as of 4 weeks ago. So, it is still in the early stages and hopefully,you will have
time to revise and reissue the plans.
So, I might as well give you my comments on the Offsite Permit for ECU. This will be permit#SW8140514. Normally, in
order to issue an offsite permit,the following conditions would need to be met:
1. A copy of the recorded deed restrictions for any outparcels must be on file
2. The constructed wetlands must be functional.
3. The permitted system must be in compliance.
Please be aware that there is a clause in the permit that states"The approved 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." I think this is so that the sediment traps and basins, etc. are not overloaded.
Please let me know if you have any comments or questions about any of the information above.
Regards,
Steve
From: ColeJenest&Stone - R. Todd Fisher [mailto:tfisherc&colejeneststone.coml
Sent: Thursday, November 13, 2014 6:17 PM
To: Pusey, Steven
Cc: ColeJenest&Stone -Austin W. Key
Subject: RE: Request for Additional Information - Brunswick Forest/ ECU Service Learning Center
Steve:
2

These comments are fairly innocuous, but why are we receiving additional design review comments at this stage in the
process? NCDENR has had the drawings since May and the project is already bid and under construction. The change in
permittee is administrative and should not trigger another technical review.
R. Todd Fisher, PE, LEECH Green Associnfe
Director of Engineering
COLEJENEST&STONE, P.A.
D 704-971-4520 C 704-577-6843
www.coleieneststone.com
2 Years of-,esign Excellence
This email is for the recipient only.It may contain confidential information.Unauthorized use is prohibited.
From: Pusey, Steven [mailto:steven.pusff(&ncdenr.gov]
Sent: Thursday, November 13, 2014 3:22 PM
To: Colelenest&Stone -Austin W. Key; Colelenest&Stone - R. Todd Fisher
Subject: Request for Additional Information - Brunswick Forest/ ECU Service Learning Center
Importance: High
Attention: Todd Fisher, PE
RE: Project#SW8 141101—Master Permit
Todd,
This request for additional information is for the new master permit, reference project#SW8 141101. Please revise the
plans as indicated below:
1. The forebay of the constructed wetland should be excavated V deeper to allow for sediment collection. On
sheet C705, in the wetlands sectional drawing, please show this sediment cleanout elevation. This feature is
similar in design to a wet pond forebay.
2. Also on sheet C705 in the wetlands sectional, please add a note showing that the banks are 3:1 slope above the
permanent pool elevation,and label elevations for shallow land (high marsh)elevation, and shallow water(low
marsh)elevation.
3. On plan sheet C402, please add a note for Ditch B,similar to that provided for Ditch A.
4. Please provide a detail showing dimensions for each line and arc formed by the permanent pool contour of the
constructed wetland..
As a final note,we will need three (3)copies of the revised plan sets. The additional plan set will go in the file for the
offsite permit. It can be an abbreviated plan set with just the specific design criteria pertaining to the ECU Dental Service
School site. The main plan set, including details about the constructed wetlands,will be placed in the master permit file
and one copy will be sent to the permittee.
Please remember that a change to one number may have a domino effect on other numbers. Please check all plans,
calculations and forms to ensure that the numbers are consistent throughout.
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received in this Office prior to December 12,2014,or the application will be returned as
incomplete.The return of a project will necessitate resubmission of all required items, including the application fee.
If you need additional time to submit the information, please mail,email or fax your request for a time extension to the
Division at the address and fax number at the bottom of this letter.The request must indicate the date by which you
expect to submit the required information.The Division is allowed 90 days from the receipt of a completed application
to issue the permit.
3

The construction of any impervious surfaces,other than a construction entrance under an approved Sedimentation
Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS 143-
215.6A.
Please reference the State assigned project number on all correspondence. Any original documents that need to be
revised have been sent to the engineer or agent.All original documents must be returned or new originals must be
provided. Copies are not acceptable. If you have any questions concerning this matter please feel free to call me at
[phone] or email me at [e-mail].
Sincerely,
5mllehg-'ftfse�
Environmental Engineer
NCDENR-Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext.
Wilmington, NC 28405
Ph [phone]/Fax[phone]
http://portal.ncdenr.ore/web/ir/stormwater
`W Before printing this email, please consider your budget and the environment.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.
Spa
Not seam
Forget previous vote
4

Pusey, Steven
From: Pusey, Steven
Sent: Thursday, November 13, 2014 3:33 PM
To: 'ColeJenest&Stone-R. Todd Fisher
Cc- '[e-mail]' [e-mail])
Subject: Request for Additional Information- Brunswick Forest/ECU Service Leaming Center
Attachments: SSW-Deed-Restrict-HDOUTPARCEL-20131212-DWQ-SPU.doc
Importance: High
Todd,
One more thing. It appears that we will need a deed restriction form filled out by the master permittee,Jeff
Earp. Please reference the attached form_ This ensures that the deed for the ECU tract will have restrictions on it
pertaining to State Stormwater Rules.
Thanks,
Steve
Ster���.�ulerl.
Environmental Engineer
NCDENR-Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext.
Wilmington,NC 28405
Ph(910)796-7334/Fax[phone]
http://portal.ncdenr.org/web/ir/stormwater
%`W F Before printing this email,please consider your budget and the environment
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.
1

Pusey, Steven
From: Pusey, Steven
Sent: Friday, October 24, 2014 10:25 AM
To: 'ColeJenest&Stone- R. Todd Fisher';Jeff Earp
Cc: ColeJenest&Stone-John C. Martin
Subject: RE: 50351 -ECU SLC- Brunswick County-Stormwater MOU
Importance: High
There is one additional thing we need in order to get the ball rolling; a check in the amount of$505 for the application to
be processed through the regular program. Now that I have all the information,this can get processed in an expeditious
manner.
Please address the check to me so that I can combine it with the file. The check should be made out to: NC DENR,
Division of Energy, Mineral and Land Resources.
Thanks,
Steve Pusey
From: ColeJenest&Stone - R.Todd Fisher [mailto:[e-mail]]
Sent: Monday, October 20, 2014 2:48 PM
To: Pusey, Steven; Jeff Earp
Cc: ColeJenest&Stone -John C. Martin
Subject: RE: 50351 - ECU SLC- Brunswick County - Stormwater MOU
Steve:
Page 2 of the application has been revised as requested.
Jeff:
Can you please forward hardcopy of the application with original signature page to Steve:
Steven G. Pusey
Environmental Engineer
NCDENR-Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext.
Wilmington, NC 28405
Ph [phone]/Fax[phone]
R.Todd Fisher, PE, i-EED Green &&sodate
Director of Engineering
COLEJENEST&<STONE, P.A.
D 704-971-4520 C 704-577-6843
www.colemeneststone.com
215:'c__=R.r of Cr,iz!lp^ E�ce!lence
This emaii is for the recipient only.It may contain confidential information.Unauthorized use is prohibited.
1

F�;om: Pusey, Steven fmailto:steven.pusey ncdenr.c1
Sent: Monday, October 13, 2014 5:16 PM
To: Jeff Earp
Cc: Cole]enest&Stone - R.Todd Fisher; Scott Sullivan; Bruce B. Cameron
Subject: RE: 50351 - ECU SLC - Brunswick County- Stormwater MOU
Jeff,
Thank you for the quick response. I agree that it should be in the name of Funston Partners and that you can
sign. Please have the application page 2 changed so that the Applicant is listed as Funston Partners and the Signing
Official &Title is Jeff Earp,etals. We will need the original signed copies of the application in order to start
processing. Please mail them to my attention so I can expedite.
Much thanks,
Steve
From: Jeff Earp fmailto:[e-mail]]
Sent: Monday, October 13, 2014 4:25 PM
To: Pusey, Steven
Cc: ColeJenest&Stone - R. Todd Fisher; Scott Sullivan; Bruce B. Cameron
Subject: RE: 50351 - ECU SLC- Brunswick County- Stormwater MOU
Steve,
Thanks for the quick response; the application should clearly be Funston Partners. I spoke with our attorney earlier today
about any forms we may have that we could share with you and he confirmed there would not be other than the assumed
name document I sent earlier. So there is no operating agreement for a general partnership that we can produce. Further
he said I could sign the app as Jeff Earp, etals.
Let me know if this helps or if I can do anything to move this along.
Thanks again,
Jeff
-- Joffa-p.
ia�s Fay
11M7 EvatWU a Dave I blend.Nackh Cuolina 23451
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From: Pusey, Steven [mailto:steven.ousey ncdenr.govl
Sent: Monday, October 13, 2014 4:08 PM
To: Jeff Earp; ColeJenest&Stone - R.Todd Fisher
Subject: RE: 50351 - ECU SLC- Brunswick County - Stormwater MOU
Jeff,
Thanks for the response. This is an important piece of the puzzle. One other thing I need is a copy of the operating
agreement for Funston Partners. Hopefully,you can send this document by email.
Also,the permit application shows"Funston Partners, LI.C" as the applicant. Shouldn't this just be "Funston Partners"?
I look forward to your earliest response.
2

tanks,
Sil-ve
From: Jeff Earp (mailto:jearpCalbrunswickforest.com]
Sent: Monday, October 13, 2014 2:04 PM
To: Pusey, Steven; ColeJenest&Stone- R. Todd Fisher
Subject: RE: 50351 - ECU SLC - Brunswick County- Stormwater MOU
Steve,
I have attached the deed for the property in Supply that Todd is trying to get the storm water permit for, it is owned by
Funston Partners of which Cameron Properties LTD is a partner. Also I have attached a record of assumed name that
shows who the owners of Funston Partners are.
Please let me know what I need to provide to move this forward.
Thanks,
Jeff
Bawls"$*Foust
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From: Pusey, Steven [mailto:steven.pusgyCoDncdenr.govl
Sent: Friday, October 10, 2014 10:16 AM
To: ColeJenest&Stone - R.Todd Fisher
Cc: Jeff Earp
Subject: RE: 50351 - ECU SLC - Brunswick County- Stormwater MOU
The County website shows the owner as"Funston Partners&Cameron Properties LTD". This company should be the
permittee and they must be registered with the NC Secretary of State. It shouldn't be a difficult process to register. If
you could at least get their acceptance in an email and then forward it to me, I think that would be okay and could save
time.
Regards,
Steve
From: Cole]enest&Stone - R.Todd Fisher fmailto:[e-mail]
Sent: Friday, October 10, 2014 9:08 AM
To: Pusey, Steven
Cc: '[e-mail]'
Subject: RE: 50351 - ECU SLC - Brunswick County - Stormwater MOU
Steve:
Jeff Earp has furnished the attached documents attesting to the legal status of Funston Partners. Does this help?
R. Todd Fisher, PE, ED E:y een Associate.
Director of Engineering
COLEJENEST&STONES P.,A_
D 704-971-4520 C 704-577-6843
3

www.cole4eneststone.com
225`ears of'?isign Exce€fence.
This email is for the recipient Mly.It may contain confidential information.Unauthorized use is prohibited.
From: Colelenest&Stone - R.Todd Fisher
Sent: Wednesday, October 08, 2014 5:05 PM
To: '[e-mail]'
Cc: 'Pusey, Steven'
Subject: FW: 50351 - ECU SLC- Brunswick County- Stormwater MOU
Jeff:
I need your assistance in resolving this with NCDENR.
R. Todd Fisher, PE, I EED Crr:en Aesock'ate
Director of Engineering
COLEJENEST&STONE, P.A.
D 704-971-4520 C 704-577-6843
www.coleieneststone.com
25 fears of Design Excellence
This email is for the recipient only.It may contain confidential information.Unauthorized use is prohibited.
From: Pusey, Steven [mailto:steven.pusey ncdenr.gov]
Sent: Wednesday, October 08, 2014 4:16 PM
To: Colelenest&Stone - R. Todd Fisher
Subject: RE: 50351 - ECU SLC - Brunswick County - Stormwater MOU
Funston Partners, LLC doesn't appear to be registered with the Secretary of State (SOS)either. Funston Land and
Timber, LLC is listed. Can he use that one? Or another? Otherwise, he will have to register Funston Partners, LLC with
the SOS office and provide documentation to that effect.
Thanks,
Steve
From: Colelenest&Stone - R.Todd Fisher fmailto:t iisheracolejeneststone.com]
Sent: Tuesday, October 07, 2014 6:02 PM
To: Pusey, Steven
Cc: '[e-mail]'
Subject: RE: 50351 - ECU SLC - Brunswick County - Stormwater MOU
Steve:
Please see attached revised application in the name of Funston Partners, LLC.
R. Todd Fisher, PE, LEER G.-,-en As ociatc
Director of Engineering
COLEJENEST&STONE, P.A.
D 704-971-4520 C 704-577-6843
www.cole6eneststone.com
25 Year Yeare of Design
This email is for the recipient one.It may contain confidential information.Unauthorized use is prohibited.
From: Colelenest&Stone - R.,Todd Fisher
Sent: Tuesday, October 07, 2014 2:46 PM
4

To: '[e-mail]'
Cc: 'Pusey, Steven'
Subject: FW: 50351 - ECU SLC- Brunswick County- Stormwater MOU
Jeff:
Can you please verify the legal status of"Allen Jefferson Earp, ETAL"for NCDENR?
R.Todd Fisher, PE, LEED Green Assvciate
Director of Engineering
COLEJENEST&STONE, P.A.
D 704-971-4620 C 704-577-6843
www.coleoeneststone.com
2-E`rear% at'Design F.).cellenr—e
This email is for the recipient only.It may contain confidential information.Unauthorized use is prohibited.
From: Pusey, Steven [mailto:steven.puseyCcbncdenr.gov]
Sent: Tuesday, October 07, 2014 2:22 PM
To: Colelenest&Stone - R.Todd Fisher
Subject: RE: 50351 - ECU SLC- Brunswick County- Stormwater MOU
ETAL means"and others". I assume it is a general partnership. We need some type of legal documentation to verify
that it exists. Please advise.
Thanks,
Steve
From: Colelenest&Stone - R. Todd Fisher [mailto:tfisherc&colejeneststone.com1
Sent: Tuesday, October 07, 2014 2:06 PM
To: Pusey, Steven
Subject: RE: 50351 - ECU SLC - Brunswick County- Stormwater MOU
This is the full legal name of the property owner/developer,Jeff Earp.
R. Todd Fisher, PE, LEED Green Associate
Director of Engineering
COLEJENEST&STONE, P.A.
D 704-971-4520 C 704-577-6843
www.coleleneststone.com
25 Years of resign Excellence
This email is for the recipient only.It may contain confidential information.Unauthorized use is prohibited.
From: Pusey, Steven [mailto:steven.pusey ncdenr.gov]
Sent: Tuesday, October 07, 2014 2:02 PM
To: ColeJenest&Stone - R. Todd Fisher
Subject: RE: 50351 - ECU SLC- Brunswick County- Stormwater MOU
What's Allen Jefferson Earp, ETAL? I couldn't find it on the Secretary of State website.
Steve
From: Colelenest&Stone - R. Todd Fisher (mailto:[e-mail]1
Sent: Tuesday, October 07, 2014 1:49 PM
To: Pusey, Steven
5

Cc: Cole]enest&Stone -Austin W. Key
Subject: RE: 50351 - ECU SLC - Brunswick County- Stormwater MOU
Steve:
As requested, we are forwarding the following permit documents related to the ECU Service Learning Center project in
Brunswick County:
1. Stormwater Permit Application issued in the name of the developer(Jeff Earp).
2. Stormwater O&M Agreement issued in the name of the developer.
3. Offsite Stormwater Permit Application issued in the name of ECU.
4. Offsite Permit Supplement issued in the name of ECU.
The memorandum of understanding agreement between ECU and Cameron is still in legal review. We will forward a
copy of this agreement as soon as it is received. In the meantime, please let me know if there is anything additional that
is needed to complete this permit.
Thanks.
R.Todd Fisher, PE, LEED Greer± .Associate
Director of Engineering
COLEJENEST&STONE, P.A.
D 704-971-4520 C 704-577-6843
www.cole"eneststone.com
25 Years of Design Excellence
This email is for the recipient only. It may contain confidential information.Unauthorized use is prohibited.
Spam.
Not Mam
Forget previous vote
6

�VMO 11 I��II� Register
JVV Robinson
061
Lra
�9p�
n n QD �fflomE enter u c Yna`Ret (Yl CL t
Total v0 Rev Int,z16
N� �� —� Ck 0 4�Cash 8
Refund: Cash$ Finance
❑Portion:of document aft itlepible due to condit
of oripir a
STATE OF NORTH CAROLINA ❑nomnant contains aaalsvwftbyorlond
°" bument that cannot be repmumd or co*.
COUNTY OF BRUNSWICK n ��� X
THIS DEED, made and � to thiawkAtkuday of May, 2007, by and
between FUNSTON PARTNERS, a North Carolineral partnership composed of
Bruce B. Cameron, Allen Jefferson Earp, Scott C. Sullivan, and Jabe V.
Hardee, all of New Hanover County, North Carolina, and Cameron Properties
WIN
Limited Partnership, a North oli � jj tnership, party of the
first part; and FUNSTON PIRw VVj ort VM=Zfta general partnership
�J �U0
composed of Bruce B. Cameron, IV, son Earp, Scott C. Sullivan,
and Jabe V. Hardee, all of New Hanover County, North Carolina, and Cameron
Properties Limited Partnership, a North Carolina limited partnership, party
of the second part; q�.
54� S Svwm4w
� 6(���
Whereas by deed dated October 13, 200 ,&and recorded in Book 1847,
Page 796 of the Brunswick County Registry, the hereinafter described land
was conveyed to Funston Partners, a partnership composed of the said Bruce
gip.
B. Cameron, Allen Jefferson l g a van, Jabe V. Hardee, and
Cameron Properties Limite, A(y need by a certificate of
transfer of assumed name recorded October 9a, 2003, in Book 4065, Page 65
of the New Hanover County Registry, and recorded November 4, 2003, in Book
1853, Page 783 of the Brup�wick County Registr ; and
Ik Q
Whereas, the said Bruce k� ,C1�C transferred all of his
interest in said partners IJ�b` , ,dU . Cameron, IV; and
Whereas, the parties hereto desire to r" cord this deed to evidence the
above changes in ownership of said partnership.
Now, therefore, the Vid party of the first part, in consideration of
ONE ($1.00) DOLLAR and other Od g Ip IIIconsiderations to it in hand
paid, the receipt of which�qtp c d, has given, granted,
bi�: lZ•m ,1morSpN,utTdcnw, 4v- I�wa
1

RB1614 P10Z0 -z77
,,:.n:s7.eaz
inson
runawlek County, NC Register of Deeds page 1 of d
ergs_ enter tJcnsmr e �7"Rtrt; (5�1
y ems,; ck Cash$
c�a
►I Q�V O i�tOr;;rEMind: Cash S Finance
ClPortions of d=merd are illegible due to wridWon
nal.
�CAM!�� 1s(C..n. orwigi
�� ❑DaumeM Contains seals vertrod by original
klbhmerd ihatcannot be reproduoed orcopied.
NORTH CAROLINA
eFERTIFICATE OF TRANSFER OF ASSUMED NAME
NEW HANOVER COUNTY
Pursuant to the wta;
uof .5. Sec. 66-68, we, the
undersigned, do hereby ce� �oo'��a
1. The assumed name being transferred is Funston Partners.
2. A certificate of assumed name for Funston Partners was filed July
17, 1997, in Book 2212, Page 1 of the New Hanover County Registry, and a
certificate of transfer of- assumed name for Fu ton Partners was filed
October 22, 2003, in BookNV
age 6� ¢ w Hanover County Registry
and November 4, 2003, in Book the Brunswick County
Registry. (� 1 UKjF
3. The names and addresses of �� r owners of the business are
as follows:
Bruce B. Cameron 1201 Glen Meade Road
Wilmington, N. C. 28401
Allen Jefferson Earp2501 Mim
rz��
nn P�
Cameron Properties l��U 1 0V� ea e foad
Limited Partnership Wilming C. 28401
Scott C. Sullivan 1201 Glen Meade Road
Wilmington, N. C. 28401
Jabe V. Hardee 1201 Glen Meade goad
Wilminrgt r�J.��28401
4. Bruce B. CameronPSf l�J�„' 's interest in said
partnership to Bruce B. =n, W'o as ceased engaging in business
under the above assumed name. G�
5. The above assumed name has been transferred, effective
immediately, to the following owners:
Bruce B. Cameron, IVPd 1201 Glen Meade ,toad
Wilmin �/fp 28401
Allen Jefferson Ear Mi0i
�Mi o 0 . . 28403
Cameron Properties 1201 Glen Meade Road
Limited Partnership Wilmington, N. C. 28401
Scott C. Sullivan 1201 Glen Meade Road
0,;1b^ Wilmington, N. 28401
Jabe V. Hardee -load
M i of l 28401
1

°126-2007
11:47:37.002
n n RobcrE J. Robincon
{y. NC Register of Duds page 2 of 3
Witness our hands and seals, this *Vcth day of May, 2007.
1�.k Bruc B. C ron
O (SEAL)
f on Earp
CAMERON PROPERTIES LIMITED PARTNERSHIP (SEAL)
By � (�'"' (SEAL)
S van, General Partner
�0
y (SEAL)
Adair aham, r., .General Partner
CBy (SEAL)
Jebe V. ardee, General Partner
(SEAL)
n ott ivan
lam' ,7-nv;2t%�4AM%" (SEAL)
Jabe V. QLaxdee
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER f.
I, Susan B Vaudergrifrj� �J�h _ , a ublic of ra
ew I3aa�ver
County, North Carolina, d '- erebyU hat BRUCE B. CAMERON personally
appeared before me this day and acknowle the due execution of the
foregoing instrument.
Witness my hand and official stamp or seal, this the day of
May, 2007.
My commission expires:6/0r07
A STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, Susan B Van ublic of
County, North Carolina, do that ALLEN JEFF
personally appeared befor day wledged the due execution
of the foregoing instrume
Witness my hand and official stamp or seal, this the �_ day of
May, 2007.
t
Notary Publ' x �O1A'q�-
..y,
My commission expires 1/0 (r1T0 •** �j
�J��
�pPER
GOv�
2

y +J+J BZ614 P1022,°1-25-3Nm�
�� IIIIIIIIIIIIIIII Robert J. Robinson
n rl�`I Brun y, NC Register of Deeds page 3 of 3
v "nOl ft a
d
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, Susan B Vandergriff&k , a Nota ublic of New Hanover
County, North Carolina, do li *y ce ;LKOTT C. SULLIVAN, ADAIR M.
GRAHAM, JR., and JABF, V. HARD partners of CILMERON PROPERTIES
LIMITED PARTNERSHIP, pers "fired g e this day and
acknowledged the due exec n of � i instrument.
d
Witness my hand and official stamp or seal, this the day of
May, 2007. � qb,VAAlD,9
J ()TAq n'9�
Notary Public dt T
fi/02/07�r� ��ra� [ z r e• CS
commission expires: ^nO U�
�J cw�F �GO�,
STATE OF NORTH CAROLINA Q �luzje -SEAUBL�G =
COUNTY OF NEW HANOVER
I, Susan B Vander riff , a Notary Public of New Hanover
County, North Carolina, d reby certify COTT C. SULLIVAN personally
appeared before me this day l-,ac due execution of the
foregoing instrument. � O
bYf��
Witness my hand and 1cial seal, this the — day of
May, 2007. Zu aib.VAIVO,
JWQ,a P--� &I-) I A n. " OTAq ^'9�
Notary Public 1 -n
gg�� ar�w
My commission expires:6/02/vfp
lk
STATE OF NORTH CAROLINA �rG�IiJJ(S C
COUNTY OF NEW HANOVER
I, Susan B Vandergriff a Notary Public of New Hanover
County, North Carolina, do hereby certify that JABE V. HARDEE personally
appeared before me this 4y and acknowledged the due execution of the
foregoing instrument. � , n
Witness my hand and �[ art r seal, this the �_ day of
May, 2007. _aS.VAk
Notary Public co �pTA9� 9%
tow
My commission expires /02/07 cj
AUBI.�f,
U UkJYF
3

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Property Desci'lption -12101 ACRES.PLAT'k81213 SR 1401 !
1 Physical 911 Address
Real Property Value 5.53.550 ElderlylDisahility Exemption
Personal Property Value Deferment 510.530 Total.Assessed Value 553;550 Total Taxable Value
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130LNIA'NC 284�2-0029. DUE DATE:" Pr�pperEy taxes are: due Seplembei .i, 2014. and-.
delinquent if not paid by Jan.5,2015_
FORWARDING SERVK RtWQIlESTEd .
•-FAILURR•TO PAY:Delinquent taxes are subject to.gwnishrnent.uf wages,•..
attachment of bans:accounts'or foreclgsure After)unary 5,.2t115. -
IKTEwEST: accipca at-the rate of•2% for January.& 314 of 1% each
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' badt' or sdditional'informsiq-
CAMERON"BRUCE 8 IV ETAL$ •Paysndatplimiai are available sspoa request Please eau 910 253-2724 for...
POBOX-3.649
' moire . rsast on:
WILMINGTON NC 28406-0649 'i'Please read back for addiitional information.
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QTJF.STiONS'CONCiN1NGIsAIVT:CALL`CQLLEC`1'IONS.'9i0-253-2729;: -800-222-0S9r

AV
U.S. Return of Partnership [ncomL; ow.No.+s+s
.. rin 1065 For calendar.year 2013 or tax year beginfilng ,2013,D !�
epartment Offt-rreaeary ending . 20 201
k"ft-iRevenu�SIM- Flnhfonnation about Forrn.1065 and Its separate instructions at www,irs.gibv/i`orrrild65
A Prtedpelbueirrena*4ihy Naneofpsrhumfilp D EnrptoyairidarIInexetiwe
1RE HOLDING FIJNSTON PARTNERS 56 2p44.032
B Pdit*al predue cr eerMloe Ore h sheet,and ream or vA*nratdW If a PA.bore*ee Qw bvtuc wr E Dale brtsrrraes tit uw
RFAT• ESTATE print PO.BOX 3649 03/11./97
C 'Business ebde number CWorl*%•late erpoeinee,country,end ZIP orft ftri poeW code F Tdw woo s(*a bests)
631390 WILMINGTON NC, 284.0'6.. . : .. $
G• Check applicable bones: (1) Mdlial reWm (2) Flnd feltRth -(3) LjNamftW (4) LjAddmsschahqe (5) LjAmendedretum
(6) 1'edatiice)termirellm—also dheek(1)or(�
H Check accounting method: (1) X Cash (2) []A=ual (3) []Othet(spe*)
1 Number.of Schedules K 1.Attach one for each person who refs a partner at any t)me during the tak year —►y u w __ 5
J Check If Schedules C and M4 am attached . . . . . . . . . . . . . . . . . . . • - • • • - ... ---•__ �__.—
Cautioa..Indude opt
ytrade orbusfness brconre and ses on lines-1a ftwgh 22 bebm See the insbucfFaris'fat more-k*rmaltn.
1 a Gross recelpts or sates. . . . . . . . . . . . . . . . ^ . . . . . . . . 1 a .
bReturns and allowances'. . . . . . . . . . . . . . . . . . . . . . . . .
a saiance.subtract rme lb from 8ne la . . . . . .
2 Cost of goods said(attach form 1125-,A). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2,
r S Goss Profit.Subtract Ihhe 2 from fine 1c . . . . . . . . . . . . . . . . . . . . . . . . 3
c 4 Ordinary Income{foss)from other partnerships,estates,and trusts
a (attach statement) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
E 5 Net farm profit(loss)-(attach•Schedule f(Form 1040)) . . . . . . . . . . . . . . . . . . . . . . . . . 5_.
-6 °Net gain(loss)from)Forfn 4797,Part 1t;line 17(attach foffn 479?)... . . . . . . . . . . . . . . . . . . 6
7 Odlar4noofne� ) Y
8 Total Income: oss.Combjne fines 3 iti h 7 . 8
0 Salaries and wages(other than to parti s)peas emploannent credits) . . . . . . . . . . . . . . . . . 9
.8 .10 Guaranteed payments to partners . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .'10
E 11 Repairs and . . . . . . - .. 11
r .12 Bad debts . . . . . . . . . . . . . . . . . . 72 '.
s 13 Rent. . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . , ,' ..
i3...
aA 14 Tars and fterhses. . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . _ . . . . . i4 u 's 15 Interest. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _
T .c 16a Depredation'[ff required,attach Form45M) . . . . . . . . . . . . . . . tbs
o R b Less depreciation repkxted.on Form 1125-A and'elsewhere on return. . . .. {b- led
s i 17 Deplodon•(Do not deduct oil and gas depletion.): .. . . . . . . . . . . . . . . . 17
..... u 18 Retirement-plans etc . . . . . . . . . . . . . . 18
TT 19 Employee benefit programs.. . . . . . . . .. . . . . . . . . :. . . . . . . . . . . . . . . . 19
i 20 .Otherdeductions. ~'
o (attach statement) . . . . . _ . .
N
11 =Total deductions.Add the amounts shown in.the tar right column--felines Gk!trbu.,h 20 . . :.. :.. .•_. 21
-22 Ordlhary business income goss.Subtract Ihie 21 from fine B 2�
.Under p males or I decals Mat I have a mmhad this re ura.ftlidt . aeliededm and st9tentente.and tcyhe f>cat o7��Mad bettiaf.M is
�60.c�aoeefaaVm0(preparar'(0vWf n9enxerPartr�era�de 6 �reompaeYmern6ertieaieagrtr}isrefsedonaEtinrwte�rfohofAibieh
sign �- ( . .
,Here ` �, ^ ,l g Mee rf�§dlsbirs:Md5 ratan
af p orf rate _ a"er 7 lrro
P,fnWpm prepareele name FrePar+er s*901ire Daft ahc l-'•ly
Ord i d Preparerfi
.-`'preparer
Ilse O tly Firm'e address '
F'+IroifYi n�i. _
SAA For Paperwork Reduction Act Notice,see separate instructions. PTPA0112 MUM Form 1065(201$)

2013 Partnership.Mcoli`tlse Tax Return Cnp Rk A?
10-24-13 Noah Carolina Departmerit of Revenue
For calendar year 2013 or fiscal year beginning 13 and ending
FMSTON PARTNERS r-edwWEmp%WJDNumbef- 562044632
PO BOX 3649
pPILNiINGTONNC 28406 auaaaetworiy SWIG
Fling Initial Retum Final Retum Entity is LLC NC-NPA Fdrmis attached
IrnTortnation: Amended Retum HR F.nt6y is.Partnership Entry has Nonresident Owners NC-478 is aftabhed
Enter the amount of bonus deprecation from Schedule NC K-1,Line 2s for all nonresident partnem. p
FUNS PO B 28406 IR N AR N FR N PA Y LLC N NO N NPA N
FUNSTON PARTNERS 562044032 NC N
PO BOX 3649 WILMINGTON NC 28406
01 0 04 0 12. 0 18B 0
02 0 06. -0 13 0 19 0
08 0 14 0 20 0
09 0 15 0 TM
10 0 17 0 PN
-_ 7 11 •0 18A 0 B•D 0
0 Part a. Corriptrtetlon of Inootne Taex Dore-or Refund
I i B%W 9retolar iw dw a loos from Foam 1M 0 12 {Vet tax due fort) Maddedt p tiers 0
5 2.Guaranteed payments to partners 0 13 Tax paid with extdrieki r
0
- —0 3 Line i minus line 2 0 14 Other 0epaayments;oftaxi, 0
0 4 Additions-to income 0 15 Tax pad i
by 011w parttershlps or by-
5 Add-Lines 3.6nd,4
- 5 0S Corp6ratltms and tax vvilfiheW
6 Deductions ko Income .0 from peni(mw servicee irtrl me
•0
Y.Une 5 minus.Line s 0 .16 Add Lines 13-through 15 0
" 0 Net dsWMw padnersMp income -11 Total tax duefot ooilte.ldenl listfidis- 0
appodialedto N.0 0 Lie'a.Penalties .0
9 Net dill bdm pxhwmldp Irmme solely b.Interest .0
from Ixrsiness aclivides.in N.C. 0 a.AM tames isa aid lWaitd txldrIM 0
16 Tax due for nonresadert partners 0 18 Total Due for nonreeident partners 0
11 Tax credits allocated l6 nomesidentl parkm 0 20 Amount to be Refttrrded 0
-.sign Retum Below Refund Due 0 Payment Dut>; 0.....
lcbrlfiylhaf4bM0.bW-CrMY&MWbGae,thbrshinttswwrftand llprk_Wbyaperwn oil ierthinftmehagw Mest.9mift
eR trdavrnallon ofwhtch'f f!b pleWaltirbed ahy tiiriStdrlya.
31g of Maryeghrp Pae4ier � Pp a rtoL
Telephone Number(Am code requbko Address
If entity Is an LLC and it converted to an LLC during the tax
year,enter entity name prior to con version:
Prepwaft Telephone Number(Area rode required)
NCPA0101 t1rM3
WAIL TO:North Carolina Department of Revenue,P.O.Box 25000,Raleigh,North Carolina 276404)640

SOSID:0931351
Date Filed: 12/17/2013 2:23:00 PM
Effective: 12/31/2013
j Elaine F.Marshall
L ' State of North Carolina North Carolina Secretary of State
Department of the Secretary of State C2013 35100292
ARTICLES OF ORGANIZATION
INCLUDING ARTICLES OF CONVERSION
Pursuant to H 57C-2-21,57C-9A-01 and 57C-9A-03 of the General Statutes of North Carolina,the undersigned
converting business entity does hereby submit these Articles of Organization Including Articles of Conversion
for the purpose of forming a limited liability company.
1. The name of the limited liability company is Cameron Properties Land Company,LLC. The limited
liability company is being formed pursuant to a conversion of another business entity.
2. The name of the converting business entity is Cameron Properties Limited Partnership,a North Carolina
limited partnership,and the organization and internal affairs of the converting business entity are governed by
the laws of the State of North Carolina. A plan of conversion has been approved by the converting business
entity as required by law.
3. The converting business entity is a(check one): ❑domestic corporation; Oforeign corporation;
❑foreign limited liability company,■domestic limited partnership;
a foreign limited partnership;0 domestic registered limited liability partnership;
❑foreign limited liability partnership;❑professional corporation;or❑other partnership as defined in
G.S.59-36,whether or not formed under the laws of North Carolina.
4. If the limited liability company is to dissolve by a specific date,the latest date on which the limited
liability company is to dissolve: (If no date for dissolution is specified, there shall be no limit on the duration of
the limited liability company.)
There shall be no limit on the duration of the limited liability company.
5. The name and address of each person executing these articles of organization is as follows: (State
whether each person is executing these articles of organization in the capacity of a member,organizer or
both. Note: This document must be signed by all persons listed.)
Scott Christopher Sullivan, 1201 Glen Meade Road,Wilmington,New Hanover County,North Carolina
28401,Organizer
6. The name of the initial registered agent is: Scott Christopher Sullivan
7. The street address and county of the initial registered office of the limited liability company is:
Number and Street: 1201 Glen Meade Road
City: Wilmington State: NC Zip Code: 28401 County: New Hanover
8. The North Carolina mailing address,rfdif different from the street address, of the initial registered off ice is:
P.O.Box 3649,Wilmington,NC 28406

Principal Office Information:Select either a or b.
a. ■ The limited liability company has a principal office.
The principal office telephone number: 910-762-2676
The street address and county of the principal office of the limited liability company is:
Number and Street: 1201 Glen Meade Road
City: Wilmington State: NC Zip Code: 28401 County: New Hanover
The mailing address,if different from the street address,of the principal office of the limited
liability company is: P. O.Box 3649,Wilmington,NC 28406
b. D The limited liability company does not have a principal office.
10. Check one of the following:
Cl (i) Member-managed LLC: all members by virtue of their status as members shall be managers of
this limited liability company.
■ (ii) Manager-managed LLC: except as provided by N.C.G.S. Section 57C-3-20(a),the members of
this limited liability company shall not be managers by virtue of their status as members.
11. (Optional):Please provide a business e-mail address: I
Privaey Redaction
The Secretary of State's Office will e-mail the busines! ress provided at no
charge when a document is filed. The e-mail provided will notbe viewable on a website. For more
information on why this service is being offered,please see the instructions for this document.
12. These articles will be effective at 6:00 p.m.,December 31,2013.
This is the loth day of December,2013.
Signature
Scott Christopher Sullivan,Organizer
Type or Print Name and Title

SOSID:0931351
Date Filed: 6/14/200412:40:00 PM
Elaine F.Marshall
State of North Carolina North Carolina Secretary of State
Department of the Secretary of State C200416300030
Amendment to Certificate of Domestic Limited Partn
A. Return Acknowledgement to: Offloe Use Only
4me: Richard M. Morgan
filing Address: P. ®.Drawer 59
C1ty/StatewP: Wilmington, NC 28402
Read instructions on reverse before beginning. Attach additional pages as needed. No.pages 1
B. Name of limited partnership(must contain words"limited pattnership•7: Cameron Properties Limited Partnership
C. Date of original riling with Secretary of State: May 19, 1993 D. File number originally assigned by Secretary of State:000931351
E. Change or amend as follows(complete all applicable sections
I.Name of limited partnership changed to:
2.Name of registered agent changed to:
3.Address of registered office changed to:
Street/Number: City: NC Zip: I County:
4.Address of office where records are kept changed to:
Strect/Number. City: NC I Zip: County:
5. Address of following eneral s chan to: 6. Following 1 s added:
Name Scott C.Sullivan Name Adair M.Graham,Jr.
Number 1201 Glen Meade Road N� 1201 Glen Meade Road
ci /staterzi Wilmington, NC 28401 citt/stataiy Wilmington, NC 28401
New Hanover County New Hanover
May 14,2004 A.44 n.tp May 14,2004
8. ✓ CONTINUATION OF BUSINESS. After an event of withdrawal,
7.Following general partners withdrawn: the limited partnership intends to continue business pursuant to N.C.Gen.Statute
Name
Louise Cameron Graham 59-801.
Street/ 1201 Glen Meade Road
City/Statdzip Wilmington,NC 28401 10. Other information.
County New Hanover
withdrawal Date May 14,2004
l. if the general partner is an individual,complete this section. Date
a. Name Scott C. Sullivan Signature 05/14/04
b. Name Jabe V. Hardee S; 05/14/04
c. Name Adair M.Graham Jr. Si tun 6 05/14104
2. If the gencral Partner is a co ration or other entity.complete this section Date
a. Name of corporation or other entity N of officer si in
Title of officer signing Signature
b. Name of Corporation or other entity Name of officer signing
Title of officer signing Signatum
i
c. Name of co oration or other entity Name of officer signing
NOTES: Filing fee is S25.00. This document and one exact or conformed copy must be filed with the Secretary of state.
(Revised January 2000) Form LP-02
CORPORATIONS DIVISION P.O.BOX 29622 RALEIGH,NC 27626-0622

State of North Carolina
Department of Secretary of State
Amendment to Certificate of Domestic Limited Partnership
Additional Sheet
Item 5, con't. Address of following general partner(s) changed to:
Name: Jabe V. Hardee
Street/Number 1201 Glen Meade Road
City/State/Zip Wilmington,NC 28401
County New Hanover
Change Date May 14,2004
I

119 East Hargett Street, Suite 300 Raleigh, NC 27601 Charlotte
..919 719 1800 .,,919 719 1819 , l_www.colejeneststone.com Raleigh
,� a TRANSMITTAL
GLC 3 i�::�"�
Date: August 1, 2014
9
Reference: 50351.00—ECU Dental Service Learning Center—Brunswick County,
Shaping the Environment North Carolina
Realizing the Possibilities
Attention: Mr. Steven G. Pusey
Company: North Carolina Department of Environment Tel: [phone]
and Natural Resources
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
We Are
Transmitting: ® Herewith ❑Under Separate Cover
Copies Dated Description
1 07/31/14 Construction Document—Revised Detail (24"X36")
—C705
Land Planning 1 07/31/14 Revised 401 Certification Application Form
Landscape Architecture Transmitted ❑ Mail lj@ Overnight ❑ Courier ❑ Hand Delivery ❑ Pick-Up
Via:
Civil Engineering ❑ For Approval ❑ For Your Use ® As Requested ❑ For Review
Urban Design Remarks: Kindly advise of any questions or comments.
By: aw4v&__
Austin W. Key, El C/_
awk
cc: 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; LEED Green Associate—CJS
ECGIVE
AUG 0 4 2014
BK
+ P:ISDSKPROJ\503511 Correspondenres170141Trans10801t.Pussy,S.,NCDEMR Storrnwater.docx

Pusey, Steven
From: Pusey, Steven
Sent: Friday,August 01, 2014 9:58 AM
To: 'ColeJenest&Stone-Austin W. Key
Subject: RE: 50351 -SLC Stormwater Update
Thanks for the input. I will talk to Georgette Scott, Program Supervisor, early next week about the situation.
Steve
From: ColeJenest&Stone -Austin W. Key [mailto:akevC'Ocolejeneststone.com]
Sent: Friday, August 01, 2014 7:33 AM
To: Pusey, Steven
Subject: FW:.50351 - SLC Stormwater Update
Steve,
I spoke with Todd about our conversation over the phone yesterday; below is his response:
Austin W. Key, El
COLEJENEST&STONE, P.A.
D 919-645-5976
www.colemeneststone.com
25 Years of Design Excellence
This email is for the recipient only.It may contain confidential information.Unauthorized use is prohibited.
From: ColeJenest&Stone-R.Todd Fisher
Sent:Thursday,July 31, 2014 7:11 PM
To:ColeJenest&Stone-Austin W. Key
Subject: RE: 50351-SLC Stormwater Update
I do not know the permit number for the existing ponds. This permit is likely held by the hospital (Novant),since the
ponds are located on the hospital property. At this time,there are no plans to expand the ECU facility and expansion
may never occur in the future. ECU does not control the road, nor any of the surrounding property. Any future
development will require that the developer apply for a new permit to expand the.existing pond,or construct a new
pond.
R.Todd Fisher, PE, LEED Green Associate
Director of Engineering
COLEJENEST&STONE, P.A.
D 704-971-4520 C 704-577-6843
www.cole4eneststone.com
25 Years of Design Excellence
This email is for the recipient only.It may contain confidential information.Unauthorized use is prohibited.
From: ColeJenest&Stone -Austin W. Key
Sent;: Thursday,July 31, 2014 6:37 PM
To: ColeJenest&Stone - R.Todd Fisher
Subject: 50351 - SLC Stormwater Update
1

Todd,
I spoke with Steve today and resolved the items in his most recent emails. I have updated the wetland form and the
outlet structure detail (changing the elevation from 33.82 to 33.83,see attached pdf). I will send these out to Steve
tomorrow.
He mentioned that he was concerned about the wetland pond not treating the"ultimate build out potential'. I
explained to him that the wetland would have to be expanded if development was to occur in the future. He said that
he would have to discuss this with his boss early next week and get back to me because he did not have the final say in
the matter. He asked me if I knew what stormwater permit number was associated with the Brunswick Medical Center
Parkway; he wanted to read some of the language on the permit and see if there was any mention of the road being
expanded. Do you know how we can get this permit number? He was thinking that permit could be issued to us with a
statement explaining that the pond would have to be expanded if future development(on or off-site)took place.
Let me know if you have any questions about this.
Thanks,
Austin W. Key, El
COLEJENEST&STONE, P.A.
D 919-645-5976
www.cole4eneststone.com
25 Years of Design Excellence
This email is for the recipient only.It may contain confidential information.Unauthorized use is prohibited.
2

Pusey, Steven
From: Pusey, Steven
Sent: Thursday, July 31, 2014 12:20 PM
To: 'ColeJenest&Stone-Austin W. Key'
Cc: ColeJenest&Stone- R.Todd Fisher
Subject: RE: Project: 50351.00- ECU Dental Service Learning Center-Bru - File Transfer-50351 -
Brunswick County ECU SLC- NCDENR Stormwater
Yes. On the wetland supplement sheet 1, please revise the number for volume provided. According to your Elevation
data chart, it would be 7,954 cubic feet, correct? Please advise your calculation.
Also,the temporary pool elevation is now 33.83 ft. Please correct this on the supplement sheet 2. And also change the
number for shallow land depth which would be 9.96 inches.
Please confirm, revise and resubmit the wetland supplement pages.
Thanks,
Steve
From: ColeJenest&Stone -Austin W. Key [mailto:[e-mail]]
Sent: Thursday,July 31, 2014 9:58 AM
To: Pusey, Steven
Cc: ColeJenest&Stone - R. Todd Fisher
Subject: FW: Project: 50351.00 - ECU Dental Service Learning Center- Bru - File Transfer- 50351 - Brunswick County
ECU SLC- NCDENR Stormwater
Steve,
I just wanted to follow up with you in regard to the stormwater review; Are there any outstanding items that I can help
with? Todd mentioned to me that you are waiting on a letter from ECU which allows for the construction of the wetland
pond offsite. Are there any other items? Just let me know if you have any questions.
Thanks,
Austin W. Key, Ell
COLEJENEST&STONE, P.A.
D 919-645-5976
www.coleieneststone.com
5 Years of Design Excellence
This email is for the recipient only.It may contain confidential information.Unauthorized use is prohibited.
From:ColeJenest&Stone-Austin W. Key
Sent:Thursday,July 24,2014 5:23 PM
To: 'Pussy,Steven'
Cc:ColeJenest&Stone- R.Todd Fisher
Subject: FW: Project: 50351.00-ECU Dental Service Learning Center- Bru- File Transfer-50351- Brunswick County ECU
SLC-NCDENR Stormwater
Steve,
i

Attached is the signed transmittal letter that will be with the package you should be receiving tomorrow. Please let me
know if there are any issues or if additional items are needed. Feel free to contact me if you have any questions.
Thanks,
Austin W. Key, El
COLEJENEST&STONE, P.A.
D 919-645-5976
wvvw.coleleneststone.com
25"hears of Design ExceEor:.ce
This email is for the recipient only.It may contain confidential information.Unauthorized use is prohibited.
From:ColeJenest&Stone-Austin W. Key
Sent:Wednesday,July 23, 2014 5:35 PM
To: 'Pusey,Steven'
Subject: RE: Project: 50351.00-ECU Dental Service Learning Center-Bru-File Transfer-50351- Brunswick County ECU
SLC-NCDENR Stormwater
Sounds good Steve, I will have it shipped to you tomorrow. It should get to you on Friday.
Thanks,
Austin W. Key, El
COLEJENEST&STONE, P.A.
D 919-645-5976
www.colemeneststone.com
25 Years of Design Excellence
This email is for the recipient only.It may contain confidential information.Unauthorized use is prohibited.
From: Pusey,Steven [mailto:[e-mail]]
Sent:Wednesday,July 23,2014 3:53 PM
To:ColeJenest&Stone-Austin W. Key
Subject: RE: Project: 50351.00- ECU Dental Service Learning Center-Bru- File Transfer-50351- Brunswick County ECU
SLC-NCDENR Stormwater
Yes, please send hard copies as well of the revised plan sheets and the original signed application.
For the other items, if it's a single 8.5x11 page, I can just print those out.
Thanks,
Steve
From: ColeJenest&Stone -Austin W. Key [mailto:[e-mail]
Sent: Wednesday,July 23, 2014 3:36 PM
To: Pusey, Steven
Subject: RE: Project: 50351.00 - ECU Dental Service Learning Center- Bru - File Transfer- 50351 - Brunswick County
ECU SLC- NCDENR Stormwater
Steve, please let me know if you have any questions or if you have any trouble downloading the files. Will you need
hard copies of anything in addition to what I sent you through the file transfer link?
2

Tnanks,
Austin W. Key, El
COLEJENEST&STONE, P.A.
D 919-645-5976
www.cole6eneststone.com
25 Years of Design Excellence
This email is for the recipient only.It may contain confidential information.Unauthorized use is prohibited.
From: Pusey,Steven [mailto:[e-mail]]
Sent:Tuesday,July 22,2014 2:32 PM
To:ColeJenest&Stone-Austin W. Key
Subject: RE: Project: 50351.00-ECU Dental Service Learning Center-Bru-File Transfer-50351- Brunswick County ECU
SLC- NCDENR Stormwater
Thank+you.
Steve Pusey
DEMLR
From: Austin Key [mailto:akaacolejeneststone.com] -
Sent: Tuesday, July 22, 2014 2:06 PM
To: Pusey, Steven
Subject: Project: 50351.00 - ECU Dental Service Learning Center- Bru - File Transfer- 50351 - Brunswick County ECU
SLC- NCDENR Stormwater
s
A File Transfer has arrived on the Cole Jenest &Stone Info Exchange site.
Download all associated files
Project Name: 50351.00 ECU Dental Service Learning Center-Bru
Project Number: 50351.00
From: Austin Key(ColeJenest&Stone, P.A.)
To: [e-mail]
CC: Todd Fisher(ColeJenest&Stone, P.A.);Austin Key(ColeJenest&Stone, P.A.)
Subjea. 50351-Brunswick County ECU SLC- NCDENR Stormwater
Sent via: Info Exchange
Expiration Date: 8/6/2014
Remarks: Steve,
Please find the attached link to download our revised plans,
calculation package, stormwater permit, and wetland form. Revisions
have been made to include the gravel access path within the drainage
area to the wetland pond. Please contact if you have any questions
or if you need additional information.
Thanks,
Austin Key
3

., 119 East Hargett Street, Suite 300 Ralei h, NC 27601 Charlotte
9 9
o->919 719 1800 f,919 719 1819 is;[.,www.cole1eneststone.com Raleigh
�,�r o,�5 TRANSMITTAL
C �C���C�����`� Date: July 24, 2014
Reference: 50351.00—ECU Dental Service Learning Center— Brunswick County,
North Carolina
Shaping the Environment
Realizing the Possibilities Attention: Mr. Steven G. Pusey
Company: North Carolina Department of Environment Tel: [phone]
and Natural Resources
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
We Are
Transmitting: ® Herewith ❑ Under Separate Cover
Copies Dated Description
1 07/25/14 Construction Documents (24"X36")—C000, C101,
C201, C301, C302, C303, C304, C401, C402,
C403, C501, C601, C701, C702, C703, C704,
Land Planning C705, C706
1 07/21/14 Calculation Package-Stormwater
Landscape architecture 1 04/25/14 (Original) Stormwater Management Application
Form
Civil r_r,gi-ieering 1 04/25/14 (Revised) Stormwater Management Application
Urban Design Form
1 07/21/14 Revised 401 Certification Application Form
Transmitted ❑ Mail ❑ Overnight ❑ Courier ❑ Hand Deliver
y ❑ Pick-Up
Via:
❑ For Approval ❑ For Your Use ® As Requested ❑ For Review
Remarks: Kindly advise of any questions or comments.
By: 4ustin W. Key,?e!( EI
reg
cc: 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, LEED Green Associate—CJS
ECEIVE
P:ISDSKPROJ1503571_Correspondences120141Transl0724t.Pusey,S.,NCDENR Stormwater.docx JUL 2 5 20%
BY:

Charlotte
Raleigh
M
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Land Planning
Landscape Acchiteciure
Civil Engincerng
Urban Des:gn
119 E.Hargett Street.Suite 300
Raleigh,North Carolina 27601
p+919 719 1600 f+919 719 1819
wmmcof e3eneststonezom
ECU Dental SLC - Brunswick NC
CJS # 50351
CALCULATIONS FOR:
EROSION CONTROL
STORM DRAINAGE ANALYSIS
STORMWA TER DETENTION & WATER QUALITY
DITCH ANALYSIS
ECEIE
JUL 2 5 2014
DATE: 03/12/14 BY.
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PROJECT SUMMARY
ECU Dental SLC - Brunswick NC Charlotte
Raleigh
CJS PROJECT NO.: 50351 $c
DATE: 3(12/2014 BY: AK Land Planning+ Landscape Architecture+ Civil EngEneering+ Urban Design
REVISED: 07121114 RVW: RTF
East Carolina Universtiy is proposing to build a Service Learning Center in Brunswick County,
North Carolina as an extension of their School of Dentistry in Greenville,NC. The existing
undeveloped site is located north of the intersection of NC Highway 17 and Hospital Drive,east of
Novant Health Brunswick Medical Center. The post-development impervious area is approximately
1.183 acres(including on site and off site gravel access road)approximate 37%of site being
impervious area. During construction all erosion control drainage will be treated by a skimmer
sediment basin. Final Stormwater runoff will be routed offsite via ditch and treated in a proposed
Constructed Wetland. The stormwater wetland will provide an 85%reduction in total suspended
solids,40%nitrogen reduction,and 40%phosphorus reduction for the first 1.5"of rainfall.It wil
also control the peak flow for the 1-year and 10-year 24-hour storm events. The stormwater
wetland will outlet via a proposed outlet structure and RipRap apron into the existing wetlands. A
field study completed by S&ME,Inc.,has determined the seasonal high water table elevation to be
located at approximate elevation+1-33.00'in the region of the proposed wetland basin. Based on
this evaluation, the permanent pool of the basin has been set at elevation 33.00
Pre-Development Peak Post-Development Post Development Flow
Flow Peak Flow after Detention
1-year,24-hour Storm 10.29 11.96 8.55
10-year,24-hour Storm 28.23 30.82 27.89

EROSION CONTROL

SEDIMENT BASIN CALCULATIONS
ECU Dental SLC-Giunswick NC .�• chnrintte�
Raleigh
CJS PROJECT NO.:50351 &L ColeJenest
stores
DATE: 3112IW14 BY: AK land Planoing.land—SW ArehRealnre.Civil EngPnnating.urhan Design
REVISED: 07/21/14 RVW: RTF
FAIRCLOTH SKIMMER TYPE BASIN:STAGE 1 NCDENR7 IF Yes,Type:7
DRAINAGE AREAS/REQ D STORAGE ESTIMATED BASIN SIZE aECTANGULAR
Total drain area(TDA) 7.0 ac Length(ft) Wkfth(ft)
Disturbed area A 4.0 ac Boitwn 96 47
R dsed/mentstora 1800xDA 7262.8 cf TOP 108 59
BASIN CONFIGURATION PLANNED BASIN SIZE (REFER TO EROSION CONTROL PLAN
Proposed sediment depth It Elev. Area SF) Cumulative Volume CF
Depth of flow over s I ft 33 8348 0
Bottom elevation ofbasin msl 34 10407 9408
Sediment Storage elevation 34.5 ms! 34.5 12147 15061
Splllway crest 34.5 msl 35 f3835 21557
Top
of Berm 36 msl 36 18430 37689
X X #VALUEI
SP/LLWAYDESIGN X X #VALUEI
DESIGN FLOW Q=CI X X #VALUEI
Composite soil coefficient'C'= X X #VALUE!
Area A'= 7.6 ac X X #VALUEI
10 yr.storm rainfall intensity,'I'm 9.59 1n1hr
Com uted How from site,'Q'= cis BASIN EFFICIENCY
Sediment storage required. 7282.8 cf
Sediment storage provided: 15061 cf OKAY
Surface area required: 11375 of
Suriace area vlded. 12147 sf OKAY
SKIMMER DESIGN 1 Skimmer 2 Skimmers
Drawdown Time: 2 days 2 days
Skimmer Size: 3- 2.5'
OrMce Size: 2.6 in. 2.0 in.
FAIRCLOTH SKIMMER DESIGN TABLE
CIF drained Drawdown Factor CIF drained Drawdown Factor This table contains
1.5"Skimmer 1728 1 day 960 4"Skimmer 18267 1 day 1454 mapmum drainage
3456 2 days 1920 36534 2 days 2908 volumes for a given
5184 3 days 2880 54803 3 days 4362 Skimmer size and
6912 4 days 3840 72000 4 days 5816 drawdown period.
12096 7 days 6720 127869 7 days 10178
2"Skimmer 3283 1 day 1123 5"Skimmer 32832 1 day 1642 The orifice area is
6566 2 days 2246 65664 2 days 3283 calculated by dividing the
9849 3 days 3369 98496 3 days 4926 Provided storage volume
13132 4 days 4492 131328 4 days 6568 by the corresponding
22982 7 days 7861 229824 7 days 11491 Factor.The factors are
2.5"Skimmer 5500 1 day 1144 6"Skimmer 51840 1 day 1814 taken from the table and
11000 2 days 2304 103680 2 days 3628 were generated assuming
16500 3 days 3432 155520 3 days 5442 a constant head.
22000 4 days 4576 307360 4 days 7256
38500 7 days 8064 362880 7 days 12701 The diameter of the orifice
3"Skimmer 9744 1 day 1382 8"Skimmer 97978 1 day 1987 is calculated by:
19547 2 days 2765 195956 2 days 3974 (2"(4(Area/3.14))
29322 3 days 4146 293934 3 days 5961
39096 4 days 5528 391912 4 days 7948
68415 7 days 9677 1 658846 7 days 13909
SPILLWAY DESIGN
Spillway Design=(L=Q/(C"h^1.5)) C= 3
h= 1
Spillway Length at Flow Depth Required: 11.666667 ft
Spillway Length at Flow Depth Provided: 12 ft OKAY

STORMWATER DETENTION &
WATER QUALITY

NCDENR-Stormwater Wetland
ECU Dental SLC-Brunswick NC R.1-gthte
CJS PROJECT NO.: 50351 S�M { Raleig
DATE: 311212014 BY: Lana Prannrag+Lands�a w+a.rtmtum+Civil Engeneesrng+Ur6an Design
REVISED: 07121114 RVW:
NCDENR BMP Design Manual,July 2007
DRAINAGE AREA INFORMATION
Total Drainage Area to Pond= 7.55 Acres
Post-Developed Impervious Area*= 1.18 Acres,or 15.7 %
Designed PPE(Top of Shallow Water)= 33.0
WATER QUALITY VOLUME (WQv) and SURFACE AREA REQ.
Rv=runoff coefficient(Runoff/Rainfall)
WQv=Water Quality Volume (1.5-inch water quality control)
I=%Impervious
D=Plant Depth(12"Maximum)
("Simple Method"-Schueler) I Rv=0.05+0.009(1)
WQv= 1.5`Rv*A
12
Rv= 0.19
WQv 1 0.18 Ac.Ft.
7853 Cubic Feet Required
D in.
This volume must be released over a minimum period of 24 hours.
Surface Area Required=SA/DA/100 x Drainage Area: 7853 sf
Surface Area Provided(at permanent pool): 8348 sf
Refer to Storage-Elevation Data Chart
Page 5 of 7

ELEVATION TO HOLD WQv �
Refer to Storage-Elevation Data Chart
CPv Elevation
RELEASE RATES
Release Rate for WQ control:
Water quality control volume is to be released over a 3-day duration beyond the center of rainfall
WQ Release Rate= 0.030 cfs
ORIFICE SIZING FOR WATER QUALITY VOLUME
Avg Head=(Weir Elev-Perm Pool Elev)13= 0.28 ft
Use orifice equation
Q=CA(2gh)^0.5
Weir Elev= 33.83
PPe = 33.00 A=Q/(C*(2gh)^0.5)
A= 1.723 in^2
d=((A*4)11)"0.5
d= 1.48 inches (3-Day Drawdown)
d=Dinches (Proposed)
Page 6 of 7

Water Quality Pond O
ECU Dental SLC-Brunswick NC Cl Rale.ighigh e
CJS PROJECT NO.: 50351 A
t SIMM
DATE: 31IV2014 BY: AK Lane PF.-ieg.La d-"A,d K--..CWil Engi-I.g a Urban Des gn
REVISED: 07121114 RVW: RTF
BMP Basin Storage-Elevation Data
Inc.Vol. Total Accum. Accum.Det.
Elevation Area sf Area(ac) (ac-ft Vol. ac-ft Vol. ac-ft Notes
0.00 0 0.00 0.000 0.00
0.00 0 0.00 0.000 0.000 0.00
0.00 0 0.00 0.000 0.000 0.00
0.00 0 0.00 0.000 0.000 0.00
0.00 0 0.00 0.000 0.000 0.00
0.00 0 0.00 0.000 0.000 0.00
33.00 8,348 0.19 0.000 0.000 0.00 PPv
34.00 10,467 0.24 0.216 0.216 0.22
35.00 13,835 0.32 0.279 0.495 0.49
36.00 18,430 0.42 0.370 0.865 0.87
Design Permanent Pool Elevation(PPe)=1 33.00
Required Surface Area at PPe(PPsa)=I 7852.78 sf
WQv=1 0.18 ac-ft
Elevation to hold Water Quality Volume=1 33.83
Page 7 of 7

1
Pre-Development
(2S)
Post Development Stormwater Wetland -- Outfall
(3S
Post Development (I 5S 17
Post Development Outfall
(1'6 S
Post Development
CSubcat Reach on Link Routing Diagram for 072114-Stormwater Wetland-50351
Prepared by{enter your company name here), Printed 7/22/2014
-- HydroCADO 10.00-12 s/n 05796 0 2014 HydroCAD Software Solutions LLC

072114 - Stormwater Wetland - 50351 Type 111 24-hr Brunswick 1-yr Rainfall=3.70"
Prepared by{enter your company name here} Printed 7/22/2014
HydroCAD®10.00-12 s/n 05796 ®2014 HydroCAD Software Solutions LLC Page 2
Time span=0.00-100.00 hrs, dt=0.01 hrs, 10001 points
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN
Reach routing by Stor-Ind method - Pond routing by Stor-Ind method
Subcatchmentl: Pre-Development Runoff Area=8.320 ac 0.31% Impervious Runoff Depth=1.65"
Flow Length=1,510' Tc=22.0 min CN=78 Runoff=10.29 cfs 1.145 of
Subcatchment2S: Post Development Runoff Area=7.555 ac 15.66%Impervious Runoff Depth=1.80"
Flow Length=1,650' Tc=18.6 min CN=80 Runoff=11.00 cfs 1.131 of
Subcatchment3S: Post Development Runoff Area=0.770 ac 0.00% Impervious Runoff Depth=2.36"
Tc=5.0 min CN=87 Runoff=2.20 cfs 0.152 of
Subcatchmentl5S: Post Development Runoff Area=7.555 ac 15.66% Impervious Runoff Depth=1.80"
Flow Length=1,650' Tc=18.6 min CN=80 Runoff=11.00 cfs 1.131 of
SubcatchmentlSS: Post Development Runoff Area=0.770 ac 0.00%Impervious Runoff Depth=2.36"
Tc=5.0 min CN=87 Runoff=2.20 cfs 0.152 of
Pond 9P: StormwaterWetland Peak Elev=34.37' Storage=13,517 cf Inflow=11.00 cfs 1.131 of
Outflow=7,99 cfs 1.121 of
Pond 14P: Outfall Inflow=8.55 cfs 1.272 of
Pdmary=8.55 cfs 1.272 of
Pond 17P: Outfall Inflow=11.96 cfs 1.283 of
Primary=11.96 cfs 1.283 of
Total Runoff Area= 24.970 ac Runoff Volume= 3.710 of Average Runoff Depth= 1.78"
90.42% Pervious= 22.678 ac 9.58% Impervious =2.392 ac

072114 - Stormwater Wetland - 5035.1 Type ///24-hr Brunswick 1-yr Rainfall=3.70"
Prepared by{enter your company name here) Printed 7/22/2014
HydroCAD®10.00-12 s/n 05796 0 2014 HydroCAD Software Solutions LLC Page 3
Summary for Subcatchment 1: Pre-Development
Runoff = 10.29 cfs @ 12.31 hrs, Volume= 1.145 af, Depth= 1.65"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-100.00 hrs, dt= 0.01 hrs
Type III 24-hr Brunswick 1-yr Rainfall=3,70"
Area (ac) CN Description
0.930 89 <50% Grass cover, Poor, HSG D
7.364 77 Woods, Good, HSG D
0.026 98 Paved parking, HSG D
8.320 78 Weighted Average
8.294 99.69% Pervious Area
0.026 0.31% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/se2) (cfs)
8.9 210 0.0112 0.39 Sheet Flow,Sheet Flow
Cultivated: Residue<=20% n=0.060 P2=4.65"
13.1 1,300 0.0123 1.65 16.48 Channel Flow, Channel
Area= 10.0 sf Perim= 10.0' r= 1.00'
n= 0,100 Heavy timber, flow below branches
22.0 1,510 Total
Subcatchment 1: Pre-Development
Hydrograph
11 10.29 ors —Runoff
10 Type III 24-hr
9 Brunswick 1-yr Rainfall=3.70"
6. Runoff Area=8.320 ac
Runoff Volume=1.145 of
7-
Runoff Depth=1.65"
6 Flow I_6hgth=1,510'
LL 5- Tc.;22.0 min
a- CN=78
3.
2-
1
0-
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 60 65 90 95 160
Time (hours)

072114 - Stormwater Wetland -50351 Type 1//24-hr Brunswick 1-yrRainfall=3.70"
Prepared by (enter your company name here) Printed 7/22/2014
HydroCADO 10.00-12 s/n 05796 ©2014 HydroCAD Software Solutions LLC Page 4
Summary for Subcatchment 2S: Post Development
Runoff = 11.00 cfs cQ 12.26 hrs, Volume= 1.131 af, Depth= 1.80"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-100.00 hrs, dt=0.01 hrs
Type III 24-hr Brunswick 1-yr Rainfall=3.70"
Area (ac) CN Description
0.868 98 Paved parking& roofs
0.360 89 <50% Grass cover, Poor, HSG D
4.760 77 Woods, Good, HSG D
1.252 74 >75% Grass cover, Good, HSG C
0.315 98 Unconnected pavement, HSG D
7.555 80 Weighted Average
6.372 84.34% Pervious Area
1.183 15.66% Impervious Area
0.315 26.63% Unconnected
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs) _
11.5 150 0.0030 0.22 Sheet Flow,Sheet Flow
Cultivated: Residue<=20% n= 0.060 P2=4.65"
7.1 1,500 0.0050 3.50 35.03 Channel Flow, Channel
Area= 10.0 sf Perim= 10.0' r= 1.00'
n=0.030 Earth grassed &winding
18.6 1,650 Total
Subcatchment 2S: Post Development
Hydrograph
12-
11.00 ers I F---Ru-n—o—ff
11
10 Type III 24-hr
Brunswick 1-yr Rainfall=3.70"
s Runoff Area=7.555 ac
e Runoff Volume=1.131 -af
7 Runoff Depth=1.80"
o 6- Flow Length=1,650'
E 5- T'c=18.6 min
CN=80
4
3-
2
1
a'
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100
Time (hours)

072114 - Stormwater Wetland - 50351 Type 11124-hr Brunswick t-yr Rainfall=3.70"
Prepared by {enter your company name here} Printed 7/22/2014
HydroCAD010.00-12 s/n 05796 02014 HydroCAD Software Solutions LLC Pa-ge 5
Summary for Subcatchment 3S: Post Development
Runoff = 2.20 cfs @ 12.07 hrs, Volume= 0.152 af, Depth= 2.36"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-100.00 hrs, dt=0.01 hrs
Type III 24-hr Brunswick 1-yr Rainfall=3.70"
Area (ac) CN Description
0.200 80 >75% Grass cover, Good, HSG D
0.570 89 <50% Grass cover, Poor, HSG D
0.770 87 Weighted Average
0,770 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
5.0 Direct Entry,
Subcatchment 3S: Post Development
Hydrograph
2.20 C% 1 —Runoff
2_ Type III 24-hr
Brunswick 1-yr Rainfall=3.70"
Runoff Area=0.770 ac
Runoff Volume=0.152 of
Runoff Depth=2.36"
Tc=5.0 min
U. 1 CN=87
0 .
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 65 90 95 160
Time (hours)

072114 - Stormwater Wetland -50351 Type Ill 24-hr Brunswick 1-yr Rainfall=3.70"
Prepared by{enter your company name here} Printed 7/22/2014
HydroCAD®10.00-12 s/n 05796 m 2014 HydroCAD Software Solutions LLC Page 6
Summary for Subcatchment 15S: Post Development
Runoff = 11.00 cfs @ 12.26 hrs, Volume= 1.131 af, Depth= 1.80"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-100.00 hrs, dt=0.01 hrs
Type III 24-hr Brunswick 1-yr Rainfall=3.70"
Area (ac) CN Description
0.868 98 Paved parking& roofs
0.360 89 <50% Grass cover, Poor, HSG D
4.760 77 Woods, Good, HSG D
1.252 74 >75%Grass cover, Good, HSG C
0.315 98 Unconnected pavement, HSG D
7.555 80 Weighted Average
6.372 84.34% Pervious Area
1.183 15.66% Impervious Area
0.315 26.63% Unconnected
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
11.5 150 0.0030 0.22 Sheet Flow, Sheet Flow
Cultivated: Residue<=20% n= 0.060 P2=4.65"
7.1 1,500 0.0050 3.50 35.03 Channel Flow, Channel
Area= 10.0 sf Perim= 10.0' r= 1.00'
n= 0.030 Earth, grassed &winding
18.6 1,650 Total
Subcatchment 15S: Post Development
Hydrograph
12
11.60 cfs —Runoff
11
10, Type III 24-hr
Brunswick 1-yr Rainfall=3.70"
9 Runoff Area=7.555 ac
8 Runoff Volume=1.131 of
7. Runoff Depth=1.80"
8 Flow Length=1,650'
M. 5 Tc=18.6 min
CN=80
4
3
2
1
0
0 5 10 15 20 25 30 35 40 45 50 480 85 70 75 60 85 90 95 100
Time (hours)

072114 - Stormwater Wetland -50351 Type 11124-hr Brunswick 1-yr Rainfall=3.70"
Prepared by{enter your company name here} Printed 7/22/2014
HydroCAD®10.00-12 s/n 05796 0 2014 H droCAD Software Solutions LLC Page 7
Summary for Subcatchment 16S: Post Development
Runoff = 2.20 cfs @ 12.07 hrs, Volume= 0.152 af, Depth= 2.36"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-100.00 hrs, dt=0.01 hrs
Type III 24-hr Brunswick 1-yr Rainfall=3.70"
Area (ac) CN Description
0.200 80 >75% Grass cover, Good, HSG D
0.570 89 <50% Grass cover, Poor, HSG D
0.770 87 Weighted Average
0.770 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
5.0 Direct Entry,
Subcatchment 16S: Post Development
Hydrograph
2.20 afs —Runofl
2. Type III 24-hr
Brunswick 1-yr Rainfall=3.70"
Runoff Area=0.770 ac
Runoff Volume=0.152 of
Runoff Depth=2.36"
3 Tc=5.0 min
0
U. CN=87
0
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 1o0
Time (hours)

072114 -Stormwater Wetland -50351 Type ///24-hr Brunswick 9-yr Rainfall=3.70"
Prepared by(enter your company name here) Printed 7/22/2014
HydroCAD®10.00-12 s/n 05796 ©2014 HydroCAD Software Solutions LLC Page 8
Summary for Pond 9P: Stormwater Wetland
Inflow Area= 7.555 ac, 15.66% Impervious, Inflow Depth = 1.80" for Brunswick 1-yr event
Inflow - 11.00 cfs @ 12.26 hrs, Volume= 1.131 of
Outflow = 7.99 cfs @ 12.45 hrs, Volume= 1.121 af, Aden=27%, Lag= 11.7 min
Primary = 7.99 cfs @ 12.45 hrs, Volume= 1.121 of
Routing by Stor-Ind method, Time Span=0.00-100.00 hrs, dt=0.01 hrs
Peak Elev= 34.37' @ 12.45 hrs Surf.Area= 11,715 sf Storage= 13,517 cf
Plug-Flow detention time= 371.8 min calculated for 1.121 of(99% of inflow)
Center-of-Mass det. time= 366.7 min( 1,213.9-847.2 )
Volume Invert Avail.Storage Storage Description
#1 33.00' 37,691 cf Pond#1 (Prismatic)Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic-feet) (cubic-feet)
33.00 8,348 0 0
34.00 10,467 9,408 9,408
35.00 13,835 12,151 21,559
36.00 18,430 16,133 37,691
Device Routing Invert Outlet Devices
#1 Primary 28.00' 24.0" Round Culvert
L= 57.0' RCP, square edge headwall, Ke=0.500
Inlet/Outlet Invert= 28.00'/23.00' S= 0.0877'/' Cc=0.900
n=0.013, Flow Area=3.14 sf
#2 Device 1 33.00' 1.5"Vert. Orifice/Grate C= 0.600
#3 Device 1 33.83' 2.0' long Sharp-Crested Rectangular Weir X 3.00
2 End Contractions) 0.9' Crest Height
#4 Device 1 34.75' 12.0' long x 1.50' rise Sharp-Crested Rectangular Weir
2 End Contractions) 1.0' Crest Height
rimary OutFlow Max=7.98 cfs @ 12.45 hrs HW=34.37' (Free Discharge)
E23=Sharp-C
ulvert (Passes 7.98 cfs of 35.05 cfs potential flow)
=Orifice/Grate (Orifice Controls 0.07 cfs @ 5.51 fps)
rested Rectangular Weir(Weir Controls 7.92 cfs @ 2.58 fps)
=Sharp-Crested Rectangular Weir(Controls 0.00 cfs)

072114 - Stormwater Wetland - 50351 Type ///24-hr Brunswick 1-yr Rainfall=3.70"
Prepared by(enter your company name here) Printed 7/22/2014
HydroCAD®10.00-12 s/n 05796 02014 HydroCAD Software Solutions LLC Paae 9
Pond 9P: Stormwater Wetland
Hydrograph
12
11.00 ors _inflow
11- Pnmary
10- Inflow Area=7.555 ac
9. ;.9e�� Peak Elev=�34:37'
8 Storage=13,517 Cf
6-
U.
5-
4-
3-
2
1
: t
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 160
Time (hours)

072114 - Stormwater Wetland - 50351 Type Ill 24-hr Brunswick 1 yr Rainfall=3.70"
Prepared by {enter your company name here} Printed 7/22/2014
HydroCAD®10.00-12 s/n 05796 ®2014 HydroCAD Software Solutions LLC Paae 10
Summary for Pond 14P: ®utfall
Inflow Area = 8.325 ac, 14.21% Impervious, Inflow Depth> 1.83" for Brunswick 1-yr event
Inflow — 8.55 cfs @ 12.44 hrs, Volume= 1.272 of
Primary = 8.55 cfs @ 12.44 hrs, Volume= 1.272 af, Atten= 0%, Lag=0.0 min
Routing by Stor-Ind method, Time Span= 0.00-100.00 hrs, dt=0.01 hrs
Pond 14P: ®utfall
Hydrograph
9 8.55 de I _innow
Primary
Inflow Area=8.325 ac
7-
8-
y 5-
u. 4
3
2
1
0
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100
Time (hours)

072114 - Stormwater Wetland -50351 Type 11124-hr Brunswick 1-yr Rainfall=3.70"
Prepared by{enter your company name here} Printed 7/22/2014
HydroCAD®10.00-12 s/n 05796 02014 HydroCAD Software Solutions LLC Paae 11
Summary for Pond 17P: Outfall
Inflow Area = 8.325 ac, 14.21% Impervious, Inflow Depth = 1.65" for Brunswick 1-yr event
Inflow = 11.96 cfs @ 12.25 hrs, Volume= 1.283 of
Primary = 11.96 cfs @ 12.25 hrs, Volume= 1,283 af, Atten= 0%, Lag= 0.0 min
Routing by Stor-Ind method, Time Span= 0.00-100.00 hrs, dt= 0.01 hrs
Pond 17P: Outfall
Hydrograph
13-
11.96 cfs _Inflow
12- Primary
11: Inflow Aream8.325 ac
10
9
7-
U.
g.
5-
4,
3.
2-
1
0
0 5 10 16 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 ,00
Time (hours)

072114 - Stormwater Wetland - 50351 Type 1/124-hr Brunswick 10-yr Rainfall=7.00"
Prepared by{enter your company name here) Printed 7/22/2014
HydroCADO 10.00-12 sin 05796 ©2014 HVdroCAD Software Solutions LLC Paae 12
Time span=0.00-100.00 hrs, dt=0.01 hrs, 10001 points
Runoff by SCS TR-20 method, UH=SOS, Weighted-OIN
Reach routing by Stor-Ind method - Pond routing by Stor-Ind method
Subcatchment11: Pre-Development Runoff Area=8.320 ac 0.31%Impervious Runoff Depth=4.47"
Flow Length=1,510' Tc=22.0 min CN=78 Runoff=28.23 cfs 3.103 of
Subcatchment2S: Post Development Runoff Area=7.555 ac 15.66% Impervious Runoff Depth=4.69"
Flow Length=1,650' Tc=18.6 min CN=80 Runoff=28.72 cfs 2.956 of
Subcatchment3S: Post Development Runoff Area=0.770 ac 0.00%Impervious Runoff Depth=5.48"
Tc=5.0 min CN=87 Runoff=4.93 cfs 0.352 of
Subcatchment15S: Post Development Runoff Area=7.555 ac 15.66%Impervious Runoff Depth=4.69"
Flow Length=1,650' Tc=18.6 min CN=80 Runoff=28.72 cfs 2.956 of
5ut)catcnment1us: Post Development Runoff Area=0.770 ac 0.00%Impervious Runoff Depth=5.48"
Tc=5.0 min CN=87 Runoff=4.93 cfs 0.352 of
Pond 912: Stormwater Wetland Peak FIev=34.93' Storage=20,572 cf Inflow=28.72 cfs 2.956 of
Outflow=26.19 cfs 2.945 of
Pond UP:Outfall Inflow=27.89 cfs 3.297 of
Primary=27.89 cfs 3.297 of
Pond 17P:Outfall Inflow=30.82 cfs 3.307 of
Primary=30.82 cfs 3.307 of
Total Runoff Area =24.970 ac Runoff Volume=9.717 of Average Runoff Depth=4.67"
90.42% Pervious =22.578 ac 9.58% Impervious=2.392 ac

072114 - Stormwater Wetland - 50351 Type //I 24-hr Brunswick 10-yr Rainfall=7.00"
Prepared by tenter your company name here) Printed 7/22/2014
HydroCAD®10.00-12 s1n 05796 ®2014 HydroCAD Software Solutions LLC Page 13
Summary for Subcatchment 1: Pre-Development
Runoff = 28.23 cfs @ 12.30 hrs, Volume= 3.103 af, Depth= 4.47"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-100.00 hrs, dt=0.01 hrs
Type III 24-hr Brunswick 10-yr Rainfall=7.00"
Area (ac) CN Description
0.930 89 <50% Grass cover, Poor, HSG D
7.364 77 Woods, Good, HSG D
0.026 98 Paved parking, HSG D
8.320 78 Weighted Average
8.294 99.69% Pervious Area
0.026 0.31% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
8.9 210 0.0112 0.39 Sheet Flow, Sheet Flow
Cultivated: Residue<=20% n=0.060 P2=4.65"
13.1 1,300 0.0123 1.65 16.48 Channel Flow, Channel
Area= 10.0 sf Perim= 10.0' r= 1.00'
n=0.100 Heavy timber, flow below branches
22.0 1,51.0 Total
Subcatchment 1: Pre-Development
Hydrograph
30 28.23 ofs —Runoff
28
28 Type III 24-hr
24- Brunswick 10-yr Rainfall=7.00"
22 Runoff Area=8.320 ac
20 Runoff Volume=3.103 of
18 Runoff Depth=4.47"
-- 18 J Flow Length=1,510'
14 Tc=22.0 min
12 CN=78
io
8:
s
4
2
0
0 5 10 15 20 25 30 35 40 45 50 55 BO 85 70 75 80 85 90 95 100
Time (hours)

072114 - Stormwater Wetland - 60351 Type 11124-hr Brunswick 10-yr Rainfall=7.00"
Prepared by(enter your company name here) Printed 7/22/2014
HydroCAD®10.00-12 s/n 05796 ®2014 HydroCAD Software Solutions LLC Pape 14
Summary for subcatchment 2S: Post Development
Runoff = 28.72 cfs @ 12.25 hrs, Volume= 2.956 af, Depth= 4.69"
Runoff by SCS TR-20 method, UH=SCS,Weighted-CN, Time Span=0.00-100.00 hrs, dt=0.01 hrs
Type III 24-hr Brunswick 10-yr Rainfall=7.00"
Area (ac) CN Description
0.868 98 Paved parking&roofs
0.360 89 <50% Grass cover, Poor, HSG D
4.760 77 Woods, Good, HSG D
1.252 74 >75% Grass cover, Good, HSG C
0.315 98 Unconnected pavement, HSG D
7.555 80 Weighted Average
6.372 84.34% Pervious Area
1.183 15.66% Impervious Area
0.315 26.63% Unconnected
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
11.5 150 0.0030 0.22 Sheet Flow, Sheet Flow
Cultivated; Residue<=20% n= 0.060 P2=4.65"
7.1 1,500 0.0050 3.50 35.03 Channel Flow, Channel
Area= 10.0 sf Perim= 10.0' r= 1.00'
n=0.030 Earth, grassed &winding
18.6 1,650 Total
Subcatchment 2S: Post Development
Hydrograph
32
30- 28.72 cfs —Runoff
28
Type III 24-hr
26. Brunswick 10-yr Rainfall=7.00"
2 Runoff
unoff Area=7.555 ac
-
Runoff Volume=2.956'af
20
18 Runoff Depth=4.69"
16: Flow Length=1,650'
M. 14 TO-18.6 min
12, CN=80
10
8
8.
4-
2
0
0 5 10 15 20 25 30 35 40 45 50 55 60 85 70 75 80 85 90 95 100
Time (hours)

072114 - Stormwater Wetland -50351 Type ///24-hr Brunswick 90-yr Rainfall=7.00"
Prepared by{enter your company name Here) Printed 7/22/2014
HydroCAD® 10.00-12 s/n 05796 ®2014 HydroCAD Software Solutions LLC Page 15
Summary for Subcatchment 3S: Post Development
Runoff = 4.93 cfs @ 12.07 hrs, Volume= 0.352 af, Depth= 5.48"
Runoff by SCS TR-20 method, UH=SCS,Weighted-CN, Time Span=0.00-100.00 hrs, dt= 0.01 hrs
Type III 24-hr Brunswick 10-yr Rainfall=7.00"
Area (ac) CN Description
0.200 80 >75% Grass cover, Good, HSG D
0.570 89 <50% Grass cover, Poor, HSG D
0.770 87 Weighted Average
0.770 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
5.0 Direct Entry,
Subcatchment 3S: Post Development
Hydrograph
5-
4.93 ors —Runoff
Type III 24-hr
Brdnswick 10-yr Rainfall=7.00"
4- Runoff Area=0.770 ac
Runoff Volume=0.352 of
3 Runoff Depth=5.48"
-- Tc=5.0 min
CN=87
LL
2'
1•
0
0 5 10 15 20 25 30 35 40 45 50 55 BO 65 70 75 80 85 90 95 100
Time (hours)

072114 - Stormwater Wetland - 50351 Type 11l 24-hr Brunswick 10-yr Rainfall=7.00"
Prepared by{enter your company name here} Printed 7/22/2014
HydroCAU810.00-12 s/n 05796 02014 HydroCAD Software Solutions LLC Page 16
Summary for Subcatchment 15S: Post Development
Runoff = 28.72 cfs @ 12.25 hrs, Volume= 2.956 A Depth= 4.69"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-100.00 hrs, dt=0.01 hrs
Type III 24-hr Brunswick 10-yr Rainfall=7.00"
Area (ac) CN Description
" 0.868 98 Paved parking & roofs
0.360 89 <50% Grass cover, Poor, HSG D
4.760 77 Woods, Good, HSG D
1.252 74 >75% Grass cover, Good, HSG C
0.315 98 Unconnected pavement, HSG D
7.555 80 Weighted Average
6.372 84.34% Pervious Area
1.183 15.66% Imperious Area
0.315 26.63% Unconnected
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
11.5 150 0.0030 0.22 Sheet Flow, Sheet Flow
Cultivated: Residue<=20% n=0.060 P2=4.65"
7.1 1,500 0,0050 3.50 35.03 Channel Flow, Channel
Area= 10.0 sf Perim= 10.0' r= 1.00'
n= 0.030 Earth, grassed &winding
18.6 1,650 Total
Subcatchment 15S: Post Development
Hydrograph
32
30- 28.72 cfs I—Runoff
28-
2fi; Type III 24-hr
24 Brunswick 10-yr Rainfall=7.00"
Runoff Area=7.555 ac
22-
2D: Runoff Volume=2.956 of
18: Runoff Depth=4.69"
16: Flow Length=1,650'
LL 14. Tc=18.6 min
12 CN=80
10
8
6'
4-.
2.
0
0 5 1D 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 160
Time (hours)

072114 - Stormwater Wetland - 50351 Type III 24-hr Brunswick 90-yr Rainfall=7.00"
Prepared by (enter your company name here) Printed 7/22/2014
HydroCAD®10.00-12 s/n 05796 02014 HydroCAD Software Solutions LLC Page 17
Summary for Subcatchment 16S: Post Development
Runoff = 4.93 cfs @ 12.07 hrs, Volume= 0.352 af, Depth= 5.48"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-100.00 hrs, dt=0.01 hrs
Type III 24-hr Brunswick 10-yr Rainfall=7.00"
Area (ac) CN Description
0.200 80 >75% Grass cover, Good, HSG D
0.570 89 <50% Grass cover, Poor, HSG D
0.770 87 Weighted Average
0.770 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
5.0 Direct Entry,
Subcatchment 16S: Post Development
Hydrograph
4.93 ON 1 ^RunoB
5-
Type III 24-hr
Brunswick 10-yr Rainfall=7.00"
4- Runoff Area=0.770 ac
Runoff Volume=0.352 of
3-
Runoff Depth=5.48"
Tc=5.0 min
L LL CN=87
2
1-
0
0 5 10 15 20 25 30 35 40 45 50 55 60 85 70 75 80 85 90 95 100
Time (hours)

072114 - Stormwater Wetland - 50351 Type 11/24-hr Brunswick 90-yr Rainfall=7.00"
Prepared by (enter your company name here) Printed 7/22/2014
HydroCAD810.00-12 s/n 05796 02014 HydroCAD Software Solutions LLC Page 18
Summary for Pond 9P: Stormwater Wetland
Inflow Area = 7.555 ac, 15.66% Impervious, Inflow Depth = 4.69" for Brunswick 10-yr event
Inflow = 28.72 cfs @ 12.25 hrs, Volume= 2.956 of
Outflow = 26.19 cfs @ 12.33 hrs, Volume= 2,945 A Atten=9%, Lag=4.9 min
Primary = 26.19 cfs @ 12.33 hrs, Volume= 2.945 of
Routing by Stor-Ind method, Time Span= 0.00-100.00 hrs, dt=0.01 hrs
Peak Elev= 34.93' @ 12.33 hrs Surf.Area= 13,593 sf Storage= 20,572 cf
Plug-Flow detention time= 157.3 min calculated for 2.945 of(100% of inflow)
Center-of-Mass det. time= 155.0 min (974.7- 819.7)
Volume Invert Avail.Storage Storage Description
#1 33.00' 37,691 cf Pond#1 (Prismatic)Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic-feet) (cubic-feet)
33.00 8,348 0 0
34.00 10,467 9,408 9,408
35.00 13,835 12,151 21,559
36.00 18,430 16,133 37,691
Device Routing Invert Outlet Devices
#1 Primary 28.00' 24.0" Round Culvert
L= 57.0' RCP, square edge headwall, Ke=0.500
Inlet[Outlet Invert= 28.00'/23.00' S= 0.0877 '/' Cc=0.900
n=0.013, Flow Area= 3.14 sf
#2 Device 1 33.00' 1.V'Vert. Orifice/Grate C=0.600
#3 Device 1 33.83' 2.0' long Sharp-Crested Rectangular Weir X 3.00
2 End Contraction(s) 0.9'Crest Height
#4 Device 1 34.75' 12.0' long x 1.50' rise Sharp-Crested Rectangular Weir
2 End Contraction(s) 1.0'Crest Height
Primary OutFlow Max=26.17 cfs @ 12.33 hrs HW=34.93' (Free Discharge)
Z- =Culvert (Passes 26.17 cfs of 36.83 cfs potential flow)
2=Orifice/Grate (Orifice Controls 0.08 cfs @ 6.58 fps)
3=Sh8rp-Crested Rectangular Weir(Weir Controls 23.09 cfs @ 3.94 fps)
=Sharp-Crested Rectangular Weir(Weir Controls 3.00 cfs @ 1.41 fps)

072114 - Stormwater Wetland - 50351 Type/1/24-hr Brunswick 10-yr Rainfall=7.00"
Prepared by{enter your company name here) Printed 7/22/2014
HydroCAD® 10.00-12 s/n 05796 ®2014 HydroCAD Software Solutions LLC Page 19
Pond 9P: Stormwater Wetland
Hydrograph
32 -
30 28.72 cfe _InOow
Primary
28
26_ 2�.'e Inflow Area=7.555 ac
24 Peak Elea=3493'
22
20. Storage=20,572 cf
# 18-
0
E. 14-
12
10
8
8
4
2.
0-
D 5 10 15 20 25 30 35 40 45 50 85 80 85 70 75 80 85 90 95 100
Time (hours)

072114 - Stormwater Wetland - 50351 Type //124-hr Brunswick 10-yr Rainfall=7.00"
Prepared by (enter your company name here) Printed 7/22/2014
HydroCAD®10.00-12 s/n 05796 02014 HydroCAD Software Solutions LLC Page 20
Summary for Pond 14P: Outfall
Inflow Area = 8.325 ac, 14.21% Impervious, Inflow Depth > 4.75" for Brunswick 10-yr event
Inflow = 27.89 cfs @ 12.33 hrs, Volume= 3.297 of
Primary = 27.89 cfs @ 12.33 hrs, Volume= 3.297 af, Atten=0%, Lag= 0.0 min
Routing by Stor-Ind method, Time Span= 0.00-100.00 hrs, dt= 0.01 hrs
Pond 14P: Outfall
Hydrograph
30=
28- _Inflow
27.89 cfs Primary
28. Inflow Area=8.325 ac
24
22
20
18
•• 18'
3
ILL 14
12.
10
8-
6
4
2
0 "-M-rp-j
0 5 10 15 20 25 30 35 40 45 50 55 80 65 70 75 80 85 90 95 100
Time (hours)

072114 - Stormwater Wetland - 50351 Type H/24-hr Brunswick 10-yr Rainfall=7.00"
Prepared by{enter your company name here} Printed 7/22/2014
HydroCAD®10.00-12 s/n 05796 ©2014 HvdroCAD Software Solutions LLC Page 21
Summary for Pond 17P: Outfall
Inflow Area = 8.325 ac, 14.21% Impervious, Inflow Depth= 4.77" for Brunswick 10-yr event
Inflow = 30.82 cfs @ 12.25 hrs, Volume= 3.307 of
Primary = 30.82 cfs @ 12.25 hrs, Volume= 3.307 A Atten=0%, Lag= 0.0 min
Routing by Stor-Ind method, Time Span=0.00-100.00 hrs, dt= 0.01 hrs
Pond 17P: Outfall
Hydrograph
34
32 30.82 cfe _Inflow
30' Primary
26 Inflow Area=8.325 ac
28
24
22-
-. 20-
18-
16,
LL
14=
12.
10
8.
6
4
2=
0
0 5 10 15 20 25 30 A 40 45 50 55 80 65 70 75 80 85 90 95 100
Time (hours)

072114 - Stormwater Wetland - 50351 Type 11124-hr Brunswick 100-YrRainfall=12.40"
Prepared by{enter your company name here) Printed 7/22/2014
HydroCAD®10.00-12 s/n 05796 m 2014 HydroCAD Software Solutions LLC Paae 22
Time span=0.00-100.00 hrs, dt=0.01 hrs, 10001 points
Runoff by SCS TR-20 method, UH=SCS, Welghted-CN
Reach routing by Stor-Ind method - Pond routing by Stor-Ind method
Subcatchment 1: Pre-Development Runoff Area=8.320 ac 0.31%Impervious Runoff Depth=9.56"
Flow Length=1,510' Tc=22.0 min CN=78 Runoff=58.82 cfs 6.627 of
Subcatchment2S: Post Development Runoff Area=7.555 ac 15.66% Impervious Runoff Depth=9.83"
Flow Length=1,650' Tc=18.6 min CN=80 Runoff=58.46 cfs 6.191 of
Subcatchment3S: Post Development Runoff Area=0.770 ac 0.00%Impervious Runoff Depth=10.77"
Tc=5.0 min CN=87 Runoff=9.33 cfs 0.691 of
Subcatchmentl5S: Post Development Runoff Area=7.555 ac 15.66%Impervious Runoff Depth=9.83"
Flow Length=1,650' Tc=18.6 min CN=80 Runoff=58.46 cfs 6.191 of
Subcatchment96S: Post Development Runoff Area=0.770 ac 0.00% Impervious Runoff Depth=10.77"
Tc=5.0 min CN=87 Runoff=9.33 cfs 0.691 of
Pond 9P:Stormwater Wetland Peak Elev=35.97' Storage=37,180 cf Inflow=58.46 cfs 6.191 of
Outflow=39.94 cfs 6.181 of
Pond 14P:Outfall Inflow=43.65 cfs 6.872 of
Primary=43.65 cfs 6.872 of
Pond 17P: Outfall Inflow=62.38 cfs 6.882 of
Primary=62.38 cfs 6.882 of
Total Runoff Area =24.970 ac Runoff Volume= 20.392 of Average Runoff Depth =9.80"
90.42% Pervious = 22.578 ac 9.58% Impervious =2.392 ac

072114-Stormwater Wetland - 50351 Type ///24-hr Brunswick 100-YrRainfall=12.40"
Prepared by{enter your company name here} Printed 7/22/2014
HydroCAD®10.00-12 s/n 05796 02014 HydroCAD Software Solutions LLC Page 23
Summary for Subcatchment 1: Pre-Development
Runoff = 58.82 cfs @ 12.29 hrs, Volume= 6.627 af, Depth= 9.56"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-100.00 hrs, dt= 0.01 hrs
Type Ill 24-hr Brunswick 100-Yr Rainfall=12.40"
Area (ac) CN Description
0.930 89 <50% Grass cover, Poor, HSG D
7.364 77 Woods, Good, HSG D
0.026 98 Paved parking, HSG D
8.320 78 Weighted Average
8.294 99.69% Pervious Area
0.026 0.31% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
8.9 210 0.0112 0.39 Sheet Flow, Sheet Flow
Cultivated: Residue<=20% n=0.060 P2=4.65"
13.1 1,300 0.0123 1.65 16.48 Channel Flow, Channel
Area= 10.0 sf Perim= 10.0' r= 1.00'
n=0.100 Heavy timber, flow below branches
22.0 1,510 Total
Subcatchment 1: Pre-Development
Hydrograph
65
60 5& S --Runoff
55- Type III 24-hr
50 Brunswick 100-Yr Rainfall=12.40"
Runoff Area=8.320 ac
45-- Runoff Volume=6.627 of
40 Runoff Depth=9.56"
9 s5- Flow Length=1,510'
30.. Tc=22.0 ruin
25-
CN=78
20
15-
10-
5-
0
0 5 10 15 20 A 8o 35 40 45 50 55 80 65 70 75 80 85 90 95 160
Time (hours)

072114 - Stormwater Wetland - 50351 Type Ill 24-hr Brunswick 100-Yr Rainfall=12.40"
Prepared by (enter your company name here} Printed 7/22/2014
HydroCADG 10.00-12 s/n 05796 ®2014 HydroCAD Software Solutions LLC Page 24
Summary for Subcatchment 2S: Post Development
Runoff = 58.46 cfs @ 12.25 hrs, Volume= 6,191 af, Depth= 9.83"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-100.00 hrs, dt=0.01 hrs
Type III 24-hr Brunswick 100-Yr Rainfall=12.40"
Area (ac) CN Description
0.868 98 Paved parking&roofs
0.360 89 <50% Grass cover, Poor, HSG D
4.760 77 Woods, Good, HSG D
1.252 74 >75% Grass cover, Good, HSG C
0.315 98 Unconnected pavement, HSG D
7.555 80 Weighted Average
6.372 84.34% Pervious Area
1.183 15.66% Impervious Area
0.315 26.63% Unconnected
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
11.5 150 0.0030 0.22 Sheet Flow, Sheet Flow
Cultivated: Residue<=20% n=0.060 P2=4.65"
7.1 1,500 0.0050 3.50 35.03 Channel Flow, Channel
Area= 10.0 sf Perim= 10.0' r= 1.00'
n=0.030 Earth, grassed &winding
18.6 1,650 Total
Subcatchment 2S: Post Development
Hydrograph
65
80 58.48 cfs —Runoff
55. Type III 24-hr
50' Brunswick 100-Yr Rainfall=12.40"
Runoff Area=7.555 ac
as Runoff Volume=6.191 of
40 Runoff Depth=9.83"
35- Flow Length=1,650'
0 30- Tc=18.6 min
u. 25 CN=80
20
15
10.
5
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100
Time (hours)

072114 - Stormwater Wetland - 50351 Type ///24-hr Brunswick 100-Yr Rainfall=12.40"
Prepared by(enter your company name here) Printed 7/22/2014
HydroCAD®10.00-12 s/n 05796 02014 HydroCAD Software Solutions LLC Pane 25
Summary for Subcatchment 3S: Post Development
Runoff = 9.33 cfs @ 12.07 hrs, Volume= 0.691 af, Depth=10.77"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-100.00 hrs, dt=0.01 hrs
Type III 24-hr Brunswick 100-Yr Rainfall=12.40"
Area (ac) CN Description
0.200 80 >75% Grass cover, Good, HSG D
0.570 89 <50% Grass cover, Poor, HSG D
0.770 87 Weighted Average
0.770 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
5.0 Direct Entry,
Subcatchment 3S: Post Development
Hydrograph
10
9.33 cfs —Runoff
9 Type III 24-hr
6. Brunswick 100-Yr Rainfall=12.40"
Runoff Area=0.770 ac
7 Runoff Volume=0.691-of
8 Runoff Depth=10.77"
,. Tc=5.0 min
5 CN=87
LL
4•
3-
2-
1-
0 LL I.-I . . .
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 10o
Time (hours)

072114 - Stormwater Wetland -50351 Type 111 24-hr Brunswick 100-Yr Rainfall=12.40"
Prepared by {enter your company name here} Printed 7/22/2014
HydroCAD®10,00-12 s/n 05796 ®2014 H droCAD Software Solutions LLC Page 26
Summary for Subcatchment 15S: Post Development
Runoff = 58.46 cfs @ 12.25 hrs, Volume= 6.191 af, Depth= 9.83"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN,Time Span=0,00-100.00 hrs, dt= 0.01 hrs
Type III 24-hr Brunswick 100-Yr Rainfall=12.40"
Area (ac) CN Description
0.868 98 Paved parking& roofs
0.360 89 <50% Grass cover, Poor, HSG D
4,760 77 Woods, Good, HSG D
1,252 74 >75% Grass cover, Good, HSG C
0.315 98 Unconnected pavement, HSG D
7.555 80 Weighted Average
6.372 84.34% Pervious Area
1.183 15.66% Impervious Area
0.315 26.63% Unconnected
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
11.5 150 0.0030 0.22 Sheet Flow, Sheet Flow
Cultivated: Residue<=20% n=0.060 P2=4.65"
7.1 1,500 0.0050 3.50 35.03 Channel Flow, Channel
Area= 10.0 sf Perim= 10.0' r= 1.00'
n=0.030 Earth, grassed&winding
18.6 1,650 Total
Subcatchment 15S: Post Development
Hydrograph
65
6o 58.48 ofs —Runoff
55- Type III 24-hr
so Brunswick 100-Yr Rainfall=12.40"
Runoff Area=7.555 ac
45 Runoff Volume=6.191 of
40. Runoff Depth=9.83"
35 Flow Length=1,650'
$ 30- Tc=18.6 m i n
u zs CN=80
20
15
10
5
0
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 160
Time (hours)

072114 - Stormwater Wetland -50351 Type 11124-hr Brunswick 100-Yr Rainfall=12.40"
Prepared by{enter your company name here} Printed 7/22/2014
HydroCAM 10.00-12 s/n 05796 02014 HydroCAD Software Solutions LLC Paae 27
Summary for Subcatchment 16S: Post Development
Runoff = 9.33 cfs @ 12.07 hrs, Volume= 0.691 af, Depth=10.77"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-100.00 hrs, dt= 0.01 hrs
Type III 24-hr Brunswick 100-Yr Rainfall=12.40"
Area (ac) CN Description
0.200 80 >75% Grass cover, Good, HSG D
0.570 89 <50% Grass cover, Poor, HSG D
0.770 87 Weighted Average
0.770 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
5.0 Direct Entry,
Subcatchment 16S: Post Development
Hydrograph
10-
9.33 ofs —Runoff
9- Type III 24--hr
e Brunswick 100-Yr Rainfall=12.40"
Runoff Area=0.770 ac
7 Runoff Volume=0.691-of
s Runoff Depth=10.17"
Tc=5.0 min
5 CN=87
4-
3
2=
1
0
0 5 10 15 20 25 30 35 40 45 50 55 60 e5 70 75 80 85 90 95 100
Time (hours)

072114 - Stormwater Wetland - 50351 Type H/24-hr Brunswick 100-Yr Rainfall=12.40"
Prepared by(enter your company name here) Printed 7/22/2014
HydroCAD010.00-12 s/n 05796 02014 HydroCAD Software Solutions LLC Page 28
Summary for Pond 9P: Stormwater Wetland
Inflow Area = 7.555 ac, 15.66% Impervious, Inflow Depth = 9.83" for Brunswick 100-Yr event
Inflow = 58.46 cfs @ 12.25 hrs, Volume= 6.191 of
Outflow = 39.94 cfs @ 12.45 hrs, Volume= 6.181 af, Atten= 32%, Lag= 11.9 min
Primary = 39.94 cfs @ 12,45 hrs, Volume= 6.181 of
Routing by Stor-Ind method,Time Span=0.00-100.00 hrs, dt= 0.01 hrs
Peak Elev= 35.97' d@ 12.45 hrs Surf.Area= 18,302 sf Storage=37,180 cf
Plug-Flow detention time= 85.0 min calculated for 6.180 of(100% of inflow)
Center-of-Mass det. time= 84.3 min (883.5-799.2)
Volume Invert Avail.Storage Storage Description
#1 33.00' 37,691 cf Pond#1 (Prismatic)Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic-feet) (cubic-feet)
33.00 8,348 0 0
34.00 10,467 9,408 9,408
35.00 13,835 12,151 21,559
36.00 18,430 16,133 37,691
Device Routing Invert Outlet Devices
#1 Primary 28.00' 24.0" Round Culvert
L=57.0' RCP, square edge headwall, Ke= 0.500
Inlet/Outlet Invert=28.00'/23.00' S=0.0877 '/' Cc= 0.900
n=0.013, Flow Area= 3.14 sf
#2 Device 1 33.00' 1.5"Vert. Orifice/Grate C=0.600
#3 Device 1 33.83' 2.0' long Sharp-Crested Rectangular Weir X 3.00
2 End Contractions) 0.9' Crest Height
#4 Device 1 34.75' 12.0' long x 1.50' rise Sharp-Crested Rectangular Weir
2 End Contraction(s) 1.0' Crest Height
rimary OutFlow Max=39.94 cfs @ 12.45 hrs HW=35.97' (Free Discharge)
T=Culvert (Inlet Controls 39.94 cfs @ 12.71 fps)
2=Orlflce/Grate (Passes <0.10 cfs potential flow)
3=Sharp-Crested Rectangular Weir(Passes< 62.40 cfs potential flow)
=Sharp-Crested Rectangular Weir(Passes< 59.69 cfs potential flow)

072114 - Stormwater Wetland - 50351 Type I//24-hr Brunswick 100-Yr Rainfall=12.40"
Prepared by{enter your company name here} Printed 7/22/2014
HydroCAD®10.00-12 s/n 05796 m 2014 HydroCAD Software Solutions LLC Page 29
Pond 9P: Stormwater Wetland
Hydrograph
s5
so-, 68.48 cis _Inflow —
Primary
55- Inflow Area=1.6% ac
50 Doak EIev=35r97'
45-
40= sa9a Sto,rage= cf
u 35
30--
LL
25.
20-.
15
10-
5-
0
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100
Time (hours)

072114- Stormwater Wetland - 50351 Type Ill 24-hr Brunswick 100-Yr Rainfall=12.40"
Prepared by{enter your company name here} Printed 7/22/2014
HydroCAD®10.00-12 s/n 05796 02014 HydroCAD Software Solutions LLC Page 30
Summary for Pond 14P: ®utfall
Inflow Area = 8.325 ac, 14.21% Impervious, Inflow Depth= 9.91" for Brunswick 100-Yr event
Inflow = 43.65 cfs @ 12.15 hrs, Volume= 6.872 of
Primary = 43.65 cfs @ 12.15 hrs, Volume= 6.872 af, Atten=0%, Lag= 0.0 min
Routing by Stor-Ind method, Time Span=0.00-100.00 hrs, dt=0.01 hrs
Pond 14P: ®utfall
Hydrograph
48
48'. 43.65 cfs w Inflow
44=. Primary
40 Inflow Area=8.325 ac
ae�
38'.
34
32-
30
28
28:
3 24;
LL 22
20
18
18'
14
12
10-.
81
8:
4=
2-.
0
0 5 10 15 20 25 30 35 40 45 50 55 80 85 70 75 80 85 90 45 160
Time (hours)

072114 - Stormwater Wetland -50351 Type 11124-hr Brunswick 100-Yr Rainfall=12.40"
Prepared by {enter your company name here} Printed 7/22/2014
HydroCADO 10.00-12 s/n 05796 ©2014 HydroCAD Software Solutions LLC Page 31
Summary for Pond 17P: 9utfall
Inflow Area = 8.325 ac, 14.21% Impervious, Inflow Depth = 9.92" for Brunswick 100-Yr event
Inflow = 62.38 cfs @ 12.24 hrs, Volume= 6.882 of
Primary = 62.38 cfs @ 12.24 hrs, Volume= 6.882 af, Atten=0%, Lag=0.0 min
Routing by Stor-Ind method, Time Span= 0.00-100.00 hrs, dt=0.01 hrs
Pond 17P: ®utfall
Hydrograph
65: 62.38 de _Inflow
Primary
60-: Inflow Area=8.325 ac
55-
50.
45
40-
} 35
U- 30
25
20
15-
10
5
0
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100
Time (hours)

072114 - Stormwater Wetland - 50351 Type ///24-hr Brunswick 50-yr Rainfall=10.60"
Prepared by{enter your company name here} Printed 7/22/2014
HydroCADO 10.00-12 s/n 05796 02014 HydroCAD Software Solutions LLC Page 32
Time span=0.00-100.00 hrs, dt=0.01 hrs, 10001 points
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN
Reach routing by Stor-Ind method - Pond routing by Stor-Ind method
Subcatchmentl: Pre-Development Runoff Area=8.320 ac 0.31%Impervious Runoff Depth=7.83"
Flow Length=1,510' Tc=22.0 min CN=78 Runoff=48.63 cfs 5.432 of
Subcatchment2S: Post Development Runoff Area=7.555 ac 15.66% Impervious Runoff Depth=8.10"
Flow Length=1,650' Tc=18.6 min CN=80 Runoff=48.57 cfs 5.097 of
Subcatchment3S: Post Development Runoff Area=0.770 ac 0.00% Impervious Runoff Depth=9.00"
Tc=5.0 min CN=87 Runoff=7.87 cfs 0.577 of
Subcatchment15S:Post Development Runoff Area=7.555 ac 15.66%Impervious Runoff Depth=8.10"
Flow Length=1,650' Tc=18.6 min CN=80 Runoff=48.57 cfs 5.097 of
Subcatchment1SS: Post Development Runoff Area=0.770 ac 0.00%Impervious Runoff Depth=9.00"
Tc=5.0 min CN=87 Runoff=7.87 cfs 0.577 of
Pond 9P: Stormwater Wetland Peak Elev=35.45' Storage=28,260 cf Inflow=48.57 cfs 5.097 of
Outflow=38.42 cfs 5.087 of
Pond 14P:Outfall Inflow=41.36 cfs 5.664 of
Primary=41.36 cfs 5.664 of
Pond 17P: Outfall Inflow=51.89 cfs 5.674 of
Primary=51.89 cfs 5.674 of
Total Runoff Area =24.970 ac Runoff Volume = 16.780 of Average Runoff Depth=8.06"
90.42% Pervious=22.678 ac 9.58% Impervious=2.392 ac

072114 - Stormwater Wetland - 50351 Type 11124-hr Brunswick 50-yr Rainfall=10.60"
Prepared by{enter your company name here} Printed 7/22/2014
HydroCADO 10.00-12 s/n 05796 ©2014 HydroCAD Software Solutions LLC Paae 33
Summary for Subcatchment 1: Pre-Development
Runoff = 48.63 cfs @ 12.29 hrs, Volume= 5.432 af, Depth= 7.83"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-100.00 hrs, dt=0.01 hrs
Type III 24-hr Brunswick 50-yr Rainfall=10.60"
Area (ac) CN Description
0.930 89 <50% Grass cover, Poor, HSG D
7.364 77 Woods, Good, HSG D
0.026 98 Paved parking, HSG D
8.320 78 Weighted Average
8.294 99.69% Pervious Area
0.026 0.31% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
8.9 210 0.0112 0.39 Sheet Flow, Sheet Flow
Cultivated: Residue<=20% n=0.060 P2=4.65"
13.1 1,300 0.0123 1.65 16.48 Channel Flow, Channel
Area= 10.0 sf Perim= 10.0' r= 1.00'
n= 0.100 Heavy timber, flow below branches
22.0 1,510 Total
Subcatchment 1: Pre-Development
Hydrograph
54:
52:
50 48.63 cfs I —Runoff
48%
46 Type III 24-hr
44;
42 Brunswick 50-yr Rainfall=10.60"
38- Runoff Area=8.320 ac
36- Runoff Volume=5.432 of
34,
32: Runoff Depth=7.83"
30.
28 Flow Length=1;510'
0 26 0: 24- Tc=22.0 min
22= CN=78
20
18=
16
14
12=
10
8=
6•:
4=
2'
0
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100
Time (hours)

072114 - Stormwater Wetland - 50351 Type 11124-hr Brunswick 50-yr Rainfall=10.60"
Prepared by(enter your company name here) Printed 7/22/2014
HydroCAD®10.00-12 s/n 05796 0 2014 HydroCAD Software Solutions LLC Paae 34
Summary for Subcatchment 2S: Post Development
Runoff = 48.57 cfs @ 12.25 hrs, Volume= 5.097 af, Depth= 8.10"
Runoff by SCS TR-20 method, UH=SCS,Weighted-CN, Time Span=0.00-100.00 hrs, dt=0.01 hrs
Type III 24-hr Brunswick 50-yr Rainfall=10.60"
Area (ac) CN Description
0.868 98 Paved parking & roofs
0.360 89 <50% Grass cover, Poor, HSG D
4.760 77 Woods, Good, HSG D
1.252 74 >75% Grass cover, Good, HSG C
0.315 98 Unconnected pavement, HSG D
7.555 80 Weighted Average
6.372 84.34% Pervious Area
1.183 15.66% Impervious Area
0.315 26.63% Unconnected
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
11.5 150 0.0030 0.22 Sheet Flow, Sheet Flow
Cultivated: Residue<=20% n=0.060 P2=4.65"
7.1 1,500 0.0050 3.50 35.03 Channel Flow, Channel
Area= 10.0 sf Perim= 10.0' r= 1.00'
n=0.030 Earth, grassed&winding
18.6 1,650 Total
Subcatchment 2S: Post Development
Hydrograph
54.
52
50 48.57 ofs —Runoff
48.
46 Type III 24-hr
42: Brunswick 50-yr Rainfall=10.60"
40
38 Runoff Area=7.555 ac
34 Runoff Volume=5.097.af
_ 32-'7 Runoff Depth=8.10"
30-
28: Flow Length=1,650'
c 26:
rL 24 Tc=18.6 min
22-. CN=80
20-
'18
16
14
12.
10'
8.
6
4-
2'
0
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 BO 85 90 95 100
Time (hours)

072114 -Stormwater Wetland -50351 Type /1124-hr Brunswick 50-yr Rainfa&10.60"
Prepared by (enter your company name here) Printed 7/22/2014
HydroCAD®10,00-12 s/n 05796 ®2014 HydroCAD Software Solutions LLC Page 35
Summary for Subcatchment 3S: Post Development
Runoff = 7.87 cfs @ 12.07 hrs, Volume= 0.577 af, Depth= 9.00"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-100.00 hrs, dt=0.01 hrs
Type III 24-hr Brunswick 50-yr Rainfall=10.60"
Area (ac) CN Description
0.200 80 >75% Grass cover, Good, HSG D
0.570 89 <50% Grass cover, Poor HSG D
0.770 87 Weighted Average
0.770 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
5.0 Direct Entry,
Subcatchment 3S: Post Development
Hydrograph
7.gT cfs —Runoff
a-
Type III 24-hr 7—Brunswick 50-yr RainfaIMO.60"
Runoff Area=0.770 ac
8 Runoff Volume=0.677 of
5 Runoff Depth=9.00"
Tc=5.0 min
4� CN=87
3-
2-
1
T—
o
0 5 10 15 20 25 30 35 40 45 50 55 BO 85 70 75 80 85 80 95 100
Time (hour)

072114 - Stormwater Wetland -50351 Type ///24-hr Brunswick 50 yrRainfall=10.60"
Prepared by{enter your company name here} Printed 7/22/2014
HydroCAD®10.00-12 s/n 05796 ®2014 HydroCAD Software Solutions LLC Page 36
Summary for Subcatchment 15S: Post Development
Runoff = 48.57 cfs @ 12.25 hrs, Volume= 5.097 af, Depth= 8.10"
Runoff by SCS TR-20 method, UH=SCS,Weighted-CN, Time Span= 0.00-100.00 hrs, dt=0.01 hrs
Type III 24-hr Brunswick 50-yr Rainfall=10.60"
Area (ac) CN Description
0.868 98 Paved parking& roofs
0.360 89 <50% Grass cover, Poor, HSG D
4.760 77 Woods, Good, HSG D
1.252 74 >75% Grass cover, Good, HSG C
0.315 98 Unconnected pavement, HSG D
7,555 80 Weighted Average
6.372 84.34% Pervious Area
1.183 15.66% Impervious Area
0.315 26.63% Unconnected
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
11.5 150 0.0030 0.22 Sheet Flow, Sheet Flow
Cultivated: Residue<=20% n=0.060 P2=4.65"
7.1 1,500 0.0050 3.50 35.03 Channel Flow, Channel
Area= 10.0 sf Perim= 10.0' r= 1.00'
n=0.030 Earth, grassed &winding
18.6 1,650 Total
Subcatchment 15S: Post Development
Hydrograph
54:
52'
50- 48.57 cis - Runoit
48
46 Type III 24-hr
44=
42- Brunswick 50-yr Rainfall=10.60"
40
38= Runoff Area=7.555 ac
36: Runoff Volume=5.097 of
34-
:32• Runoff Depth=8.10"
9 30
28 Flow Length=1,650'
g 24 Tc=18.6 min
LL 2 .
22; CN=80
20:
18
16
14
12•.
?0=
8
6;
4
2
0
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 A 80 85 90 95 100
Time (hours)

072114- Stormwater Wetland - 50351 Type lU 24-hr Brunswick 50-yr Rainfall=10.60"
Prepared by(enter your company name here) Printed 7/22/2014
HydroCAD®10.00-12 s/n 05796 ®2014 HydroCAD Software Solutions LLC Page 37
Summary for Subcatchment 16S: Post Development
Runoff = 7.87 cfs @ 12.07 hrs, Volume= 0.577 af, Depth= 9.00"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-100.00 hrs, dt=0.01 hrs
Type III 24-hr Brunswick 50-yr Rainfall=10.60"
Area (ac) CN Description
0.200 80 >75% Grass cover, Good, HSG D
0.570 89 <50% Grass cover, Poor, HSG D
0.770 87 Weighted Average
0.770 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
5.0 Direct Entry,
Subcatchment 16S: Post Development
Hydrograph
8-
7,g7 olg I —Runoff
Type III 24-hr
7 Brunswick 50-yr Rainfall=10.60"
Runoff Area=0.770 ac
6
Runoff Volume=0.577 of
5. Runoff Depth=9.00"
Tc=5.0 min
-LL° 4 CN=87
3
2:
1
0
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 65 90 95 100
Time (hours)

072114 - Stormwater Wetland - 50351 Type ///24-hr Brunswick 50-yr Rainfall=10.60"
Prepared by(enter your company name here} Printed 7/22/2014
HydroCADO 10.00-12 s/n 05796 m 2014 HvdroCAD Software Solutions LLC Page 38
Summary for Pond 9P: Stormwater Wetland
Inflow Area = 7.555 ac, 15.66% Impervious, Inflow Depth = 8.10" for Brunswick 50-yr event
Inflow = 48.57 cfs @ 12.25 hrs, Volume= 5.097 of
Outflow = 38.42 cfs @ 12.39 hrs, Volume= 5.087 A Atten= 21%, Lag=8.4 min
Primary = 38.42 cfs @ 12.39 hrs, Volume= 5.087 of
Routing by Stor-Ind method, Time Span= 0.00-100.00 hrs, dt=0.01 hrs
Peak Elev= 35.45'@ 12.39 hrs Surf.Area= 15,906 sf Storage=28,260 cf
Plug-Flow detention time= 99.3 min calculated for 5.087 of(100% of inflow)
Center-of-Mass det.time= 98.0 min ( 902.4-804.4)
Volume Invert Avail.Storage Storage Description
#1 33.09 37,691 cf Pond#1 (Prismatic)Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feed (sq-ft) (cubic-feet) (cubic-feet)
33.00 8,348 0 0
34.00 10,467 9,408 9,408
35.00 13,835 12,151 21,559
36.00 18,430 16,133 37,691
Device Routing Invert Outlet Devices
#1 Primary 28.00' 24.0" Round Culvert
L=57.0' RCP, square edge headwall, Ke=0.500
Inlet/Outlet Invert= 28.00'/23.00' S= 0.0877 '/' Cc=0.900
n=0.013, Flow Area= 3.14 sf
#2 Device 1 33.00' 1.5" Vert. Orifice/Grate C=0.600
#3 Device 1 33.83' 2.0' long Sharp-Crested Rectangular Weir X 3.00
2 End Contraction(s) 0.9' Crest Height
#4 Device 1 34.75' 12.0' long x 1.50' rise Sharp-Crested Rectangular Weir
2 End Contraction(s) 1.0' Crest Height
rimary OutFlow Max=38.42 cfs @ 12.39 hrs HW=35.45' (Free Discharge)
E=Culvert (Inlet Controls 38.42 cfs @ 12.23 fps)
2=Orifice/Grate (Passes < 0.09 cfs potential flow)
3=Sharp-Crested Rectangular Weir(Passes<41.39 cfs potential flow)
=Sharp-Crested Rectangular Weir(Passes<24.69 cfs potential flow)

072114 - Stormwater Wetland -50351 Type 111 24-hr Brunswick 50-yr Rainfall=10.60"
Prepared by{enter your company name here) Printed 7/22/2014
HydroCAD@ 10.00-12 s/n 05796 02014 HydroCAD Software Solutions LLC Paae 39
Pond 9P: Stormwater Wetland
Hydrograph
54 -
52 50 48.57 Cie _info.48- Primary
-
44 Inflow Area=7.$55 ac
42.
40• J38. c38 fs -Peak Elev=35.45'
36-
,� 32 Storage=2$,260 of
30
.. 28-
26
LL 24-
22
20
18-
16-
14
12
10
8
8-:
4-
2'
0`
0 5 10 15 2D 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100
Time (hours)

072114 - Stormwater Wetland - 50351 Type 11124-hr Brunswick 50-yr Rainfall=10.60"
Prepared by (enter your company name here) Printed 7/22/2014
HydroCAD®10.00-12 s/n 05796 ®2014 HydroCAD Software Solutions LLC Page 40
Summary for Pond 14P: Outfall
Inflow Area = 8.325 ac, 14.21% Impervious, Inflow Depth> 8.16" for Brunswick 50-yr event
inflow - 41.36 cfs @ 12.20 hrs, Volume= 5.664 of
Primary = 41.36 cfs @ 12.20 hrs, Volume= 5.664 af, Atten= 0%, Lag= 0.0 min
Routing by Stor-Ind method, Time Span= 0.00-100.00 hrs, dt=0.01 hrs
Pond 14P: 9utfall
Hydrograph
46-
44- 41.38 ofs _Inflow
42= Primary
40•:
38. In, flow Area=8.325 ac
36
34
32'
30
28--
26.
24=
22
LL 20-
18
16•
14=
12-
10.
8.
6'
4:
2
0
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100
Time (hours)

072114 - Stormwater Wetland - 50351 Type III 24-hr Brunswick 50-yr Rainfall=10.60"
Prepared by{enter your company name here} Printed 7/22/2014
HydroCAD®10.00-12 s/n 05796 ©2014 HydroCAD Software Solutions LLC Page 41
Summary for Pond 17P: outfall
Inflow Area = 8.325 ac, 14.21% Impervious, Inflow Depth = 8.18" for Brunswick 50-yr event
Inflow = 51.89 cfs @ 12.24 hrs, Volume= 5.674 of
Primary = 51.89 cfs @ 12.24 hrs, Volume= 5.674 af, Atten=0%, Lag= 0.0 min
Routing by Stor-Ind method, Time Span= 0.00-100.00 hrs, dt= 0.01 hrs
Pond 17P: ®utfall
Hydrograph
55 51.8l3 cfs I I_Inflow
Primary
50 Inflow Area=8.325 ac
45
40-
35
30-
E 25
20-
15
10
61-1 j��'
0
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 80 95 100
Time (hours)

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9llPPLY.Mc

3 Soil Map—Brunswick County,North Carolina a
(SLC Brunswick County)
ti
k �
7531M 753210 75350 97
7534W 753530
36.215'N
n
A -
R
R
g 47
1
-
3T1'STn 3-r1 N
752730 752510 7529M 752970 7530W 753130 70210 753290 7S3370 753450 753530
3 3
�a
� Map Sole:1:3,77D Fprirhed OnAHridSmpe(11"x8.5')slBEt �
N 0 50 100 200 300
0 SW 3 600 900�
Nap projedbn:Mb Mmamr C m aadFaWs:WGSB4 Edge 06:UTM 2nne 17N WGS84
Natural Resources Web Soil Survey 3/10/2014
Conservation Service National Cooperative Soil Survey Page 1 of 3

Soil Map—Brunswick County,North Carolina
(SLC Brunswick County)
MAP LEGEND MAP INFORMATION
Area of Interest(Aol) i3 Spoil Area The soil surveys that comprise your AOI were mapped at 1:24,000.
Area of Interest(AOI) Stony Spot
Solis Warning:Soil Map may not be valid at this scale.
Sol]Map Unit Polygons Very Stony Spot Enlargement of maps beyond the scale of me p y Aping can cause
�^ Wet Spot misunderstanding of the detail of mapping and accuracy of soil line
45. r Sail Map Unit Lines placement.Tho maps do not show the small areas of contrasting
Other 13 Soil Map Unit Pointssoils that could have been shown at a more detailed scale.
Special Line Features
Special Point Features Please rely on the bar sole on each map sheet for map
Blowout Water Features measurements.
Streams and Canals
Borrow Pit Source of Map: Natural Resources Conservation Service
Transportation Web Soil SurveyURL: ht /Arebsoilsury
� Clay Spot Rolls tp: ey.nres.usda.gov
41" Coordinate System: Web Mercator(EPSG:3857)
0 Closed Depression Interstate Highways Maps from the Web Soil Survey are based on the Web Mercator
Gravel Pit US Routes projection,which preserves direction and shape but distorts
Gravely Spot distance and area.A projection that preserves area,such as the
Major Roads Albers equal area conic projection,should be used if more accurate
® Landfill Local Roads calculations of distance or area are required.
R Lava Flow Background This product is generated from the USDA-NRCS certified data as of
the version date(s)listed below.
Marsh Of Swamp ® Aerial Photography
Soil Survey Area: Brunswick County,North Carolina
Mine or Quarry Survey Area Data: Version 15,Dec 20,2013
® Miscellaneous Water Soil map units are labeled(as space allows)for map scales 1:50,000
® Perennial Water or larger.
V Rock Outcrop Date(s)aerial images were photographed: Mar 7,2010—Apr 3,
+ Saline Spot 2011
Sandy Spot The orthophoto or other base map an which the sail lines were
compiled and digitized probably differs from the background
4& Severely Eroded Spot imagery displayed on these maps.As a result,some minor shifting
Sinkhole of map unit boundaries may be evident.
®.
Slide or Slip
Sodic Spot
Natural Resources Web Soil Survey 3/10/2014
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map—Brunswick County,North Carolina SLC Brunswick County
Map Unit Legend
Brunswick County,North Carolina(NC019)
Map Unit Symbol Map Unit Name Acres In AO1 Percent of AO1
BaB Baymeade fine sand,1 to 6 13.1 33.4%
percent slopes
Fo Foreston loamy fine sand 0.3 0.7%
--- — --- - -- -- - --
Ly Lynchburg fine sandy loam 0.2 0.5%
Ra Rains fine sandy loam 3.51 9.0%
Wo Woodington fine sandy loam 22.1 56.4%
Totals for Area of Interest _ — _ 39.21
USDA Natural Resources Web Soil Survey 3/10/2014
Conservation Service National Cooperative Soil Survey Page 3 of 3

STORM DRAINAGE ANALYSIS

50351.00-Community Service taming Center 8B,Bmnawkk
StormSewers Calculations
Runoff Drainage Cover Hydraulic Hydraulic Average
Dlamatar Coefficient Intensity Area In Capacity Flow Rate Ground Invert Invert Cover Up Down Grade Line Grade Una Velocity
Start Node Stop Node (In) Length(fq Slope(%) C System (ac) Full(cfs) (cis) Start Out In (ft) (ft) Up(ft) Down(ft) (ft-sec)
CI-9 CI-2 15 81 0.50 0.88 9.59 0.23 4.93 1.94 41.00 38.97 38.57 0.78 1.18 40.12 40.07 L61
CI-8 CI-2 15 40 0.50 0.89 9.59 0.15 4.97 1.27 41.70 38.77 38.57 1.68 1.18 40.08 40.07 L03
CI-7 CI{ 35 23 0.52 090 9.59 0.02 5.05 0.17 42.75 40.26 40.14 1.24 1.36 40.42 40.35 L56
CI-6 DI-5 15 41 0.51 0.90 8.52 0.02 5.02 0.31 42.75 40.14 39.93 L36 1.82 40.35 40.21 L83
DI-5 DI-4 15 46 0.50 0.53 7.77 0.06 4.95 0.53 43.00 39.93 39.70 1.82 1.35 40.21 40.12 L99
D1-4 MH-3 15 123 0.50 0.87 7.310 0.10 4.96 1.14 4230 39.70 39.08 1.35 2.17 40.12 40.14 2.09
MH-3 CI-2 15 102 0.50 0.90 6.98 0.10 4.95 1.71 4-2 39.08 38.57 2.17 1.18 40.12 40.07
_.CI-2 OUTFALL 15 13 0.55 0.95 6.78 0.19 5.17 5.02 41.00 38.57 38.50 1.18 -1.25 39.56 39.49
- -•Flows calculated using 1=9.591n/hr(SO-yr storm) /n r9ora/
-kf r

DITCH ANALYSIS

Worksheet for Ditch A SLC#8, Brunswick
Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.030
Channel Slope 0.00500 ft/ft
Left Side Slope 3.00 ft/ft(H:V)
Right Side Slope 3.00 ft/ft(H:V)
Bottom Width 3.00 ft
Discharge 25.70 ft-/s
Results
Normal Depth 1.27 ft
Flow Area 8.64 ft'
Wetted Perimeter 11.02 ft
Hydraulic Radius 0.78 ft
Top Width 10.61 ft
Critical Depth 0.96 ft
Critical Slope 0.01591 Wit
Velocity 2.98 ft/s
Velocity Head 0.14 ft
Specific Energy 1.41 ft
Froude Number 0.58
Flow Type Subcritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Normal Depth 1.27 ft
Critical Depth 0.96 ft
Channel Slope 0.00500 ft/ft
Bentley Systems,Inc. Haested Methods SOWAlls)C611rbeMaster V81(SELECTserles 1) [08.11.01,03]
3171201412:03:32 PM 27 Siemons Company Drive Suite 200 W Watertown,CT 06796 USA [phone] Page 1 of 2

Ditch B Brunswick SLC
Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.030
Channel Slope 0.00500 ft/ft
Left Side Slope 3.00 ft/ft(H:V)
Right Side Slope 3.00 ft/ft(H:V)
Bottom Width 3.00 ft
Discharge 8.67 fN/s
Results
Normal Depth 0.74 ft
Flow Area 3.90 ft2
Wetted Perimeter 7.71 ft
Hydraulic Radius 0.51 ft
Top Width 7.47 ft
Critical Depth 0.53 ft
Critical Slope 0.01856 ft/ft /
Velocity 2.22 ft/s wY��tc G�s
Velocity Head 0.08 ft
Specific Energy 0.82 ft
Froude Number 0.54
Flow Type Subcritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Normal Depth 0.74 ft
Critical Depth 0.53 ft
Channel Slope 0.00500 ft/ft
Bentley Systems,Inc. Haestad Methods SdfthilinCli bWaster V81(SELECTseries 1) [08.11.01.031
3/6/2014 9.38:16 AM 27 3iemons Company Drive Suite 200 W Watertown,CT 06795 USA [phone] Page 1 of 2

. S&ME
October 9,2013 IE C E'VE
East Carolina University MAY 15 2014
Facilities Engineering and Architectural Services
1001 East Fourth Street BY:
Greenville,North Carolina 27858
Attention: Mr. Bill Chatfield via email: [e-mail]
Reference: Report of Soil Evaluation Including Seasonal High Water Table
(SHWT)Estimation and Field In-Situ Saturated Hydraulic
Conductivity(KSAT) Testing for Stormwater Application
ECU Service Learning Center
Supply,Brunswick County,North Carolina
S&ME Project No. 1054-12-187A
Dear Mr. Chatfield:
S&ME,Inc. (S&ME)has conducted a Soil Evaluation including Seasonal High Water
Table (SHWT) estimation and Saturated Hydraulic Conductivity(KSAT)testing,per
S&ME Proposal number P066B-12V (Additional Services) dated February 13,2013 and
1054-12-187A Change Order 1 (CO-1)dated August 21, 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 Resources (DWR).
PROJECT BACKGROUND
The project site is comprised of an approximately 2.3-acre portion and a smaller drainage
easement area both in Brunswick County Parcel Number 1520004201 which is located on
the west side of U.S. Highway 17 just north of the existing Brunswick Novant Medical
Center. The site is depicted on the attached United States Geologic Service(USGS)
Topographic Site Map(Figure 1),United States Department of Agriculture—Natural
Resource Conservation Service(USDA-NRCS)Brunswick County Soil Survey Map
(Figure 2),and Color Aerial Orthophotograph Map(Figure 3).
A copy of a preliminary site plan was provided to us by Ms. Jennifer Amster with BJAC
Architecture and Engineering which had been prepared by Cole Jenest Stone dated
February 8,2013 that showed the proposed building,associated parking areas and
proposed stormwater BMP area. Initial soil evaluations were performed in March 2013
and that data was included in the geotechnical report for this project"S&ME
Geotechnical Engineering Report, ECU Service Learning Center, Brunswick County,
North Carolina,"dated April 3, 2013. On August 8, 2013,you requested that we perform
S&MF lwr, /ArM Hall watpm nHvA Ci iitA 1 nn/Wilminntnn tJr 7Rdl1x;-R7RR/n oin 7QQ QQdti/f Q1 n 7Oa OOSR Am.e.,emainn rnm

Stormwater Soil Evaluation SWE Project No. 1054-12-187A
ECU Service Learning Center Sunoly, North Carolina October 9 2013
additional soil evaluations for a new area to be used for stormwater treatment. Another
electronic file was sent to us by Mr. Todd Fisher, P.E., of Cole Jenest Stone on August
20, 2013 that showed the smaller drainage easement area and the two additional test
locations. This report includes the results for the soil evaluations from the initially
proposed BMP area, and the area most recently being considered. Based on the
Brunswick County Soil Survey,the property is mapped as containing the Woodington,
Rains and Baymeade soil series. The Woodington and Rains series are described as
poorly drained with reported SHWT's at or near the ground surface. The Baymeade
series is described as well drained with a reported SHWT between four to five feet below
the ground surface.
FINDINGS
SHWT Estimation and OWT Measurement
The SHWT evaluations were performed on March 11, August 23, and September 20,
2013 by advancing one hand auger boring at six test locations(SW-1 through SW-6)to
depths ranging from approximately 16 to 48 inches below the existing ground surface.
Soils were evaluated by a Licensed Soil Scientist 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.
In addition, S&ME recorded the observed water table (OWT)level at each indicated hand
auger boring location if applicable. The OWT was measured as the static water level in
each of the temporary hand auger boring locations. It should be noted that the static water
level/OWT measured in the six auger holes is a measurement of the water table at that
moment and does not represent an average water level or the highest point at which the
water table may rise to. Furthermore, it is expected that groundwater elevations in the
study area will likely be influenced by factors such as precipitation and proximity to
surface water discharge/recharge features.
See Table 1 below and the attached soil profile descriptions for the estimated SHWT
depths based on soil color and measured OWT depths.
Hydraulic Conductivity Testing
S&ME performed the in-situ soil hydraulic conductivity testing by using a compact
constant head permeameter at two test locations within the initially proposed stormwater
treatment area only, SW-1 and SW-2. Hand auger borings were advanced with a 2-inch
diameter bucket to depths ranging from approximately 9 to 15 inches below the existing
ground surface. The water dissipating unit was lowered to the bottom of the hole,and
water was dispensed from the permeameter. The water was allowed to move through the
unit until steady-state flow was achieved, and then the flow rates were recorded. The last
three measurements were averaged to achieve the most representative value to express
the saturated hydraulic conductivity. The depth interval of the tests corresponded to a
layer of material approximately 6 inches thick at the selected testing depths.
2

Stormwater Soil Evaluation SWE Project No. 1054-12-187A
ECU Service Leamina Center,Sunaly. North Carolina October 9 2013
The hydraulic conductivity rates were calculated as 4.57 and 3.14 inches per hour at
locations SW-1 and SW-2,respectively. See the Table 1 below for the hydraulic
conductivity rate at each test location.
TABLE 1
TEST SHWT/OWT KSAT RATE 1 DEPTH
LOCATION inches below ground surface inches per hour / inches
SW-1 34 inches/44 inches 4.57 in/hour @ 9-15 inches
SW-2 11 inches/23 inches 3.14 in/hour @ 3-9 inches
SW-3 0 inches/4 inches Not tested
SW-4 35 inches/>46 inches Not tested
SW-5 12 inches/>48 inches Not tested
SW-6 0 inches/30 inches Not tested
See Figure 3 and Figure 4 (attached)for the approximate test locations, site features
discussed above, and the corresponding KSAT rates and SHWT and OWT depths.
CONCLUSION
It is our understanding that the initially proposed BMP(evaluated by SW-1 and SW-2)is
no longer being considered,and that a second,off-site area(evaluated by SW-3 and SW-
6) is to be used for stormwater treatment. Mr. Fisher informed us on August 26, 2013
that he is considering a stormwater wetland for the BMP in this location.
For stormwater wetlands,the NCDENR BMP Manual requires that the permanent pool
elevation(PPE)be within 6 inches of the seasonal high water table or be maintained
using a liner with a permeability below 0.01 inches per hour. The SHWT estimations at
locations SW-3, SW-5, and SW-6 range from 0 to 12 inches below the existing ground
surface and therefore the PPE should be 6 inches below the existing ground surface at
these locations.
3

Stormwater Soil Evaluation SWE Project No. 1054-12-187A
ECU Service Learning Center,Supply, North Carolina October 9 2013
CLOSING
S&ME appreciates the opportunity to provide these services to you. If you have any
questions,please contact us.
Sincerely,
S&ME,Inc.
Walter Cole, L.S.S., R.E.H.S Robert P. Willcox,Jr.,L.S.S. (�
Environmental Scientist Natural Resources Services Leader
Attachments: Soil Boring Profile Descriptions
Figure 1:USGS Topographic Map
Figure 2: Soil Survey Map
Figure 3:Color Aerial Orthophotograph Map
Figure 4: Stormwater Soil Evaluation Map
4

ECU Brunswick SLC
Supply,North Carolina
S&ME Project No. 1054-12-187A
Soil Profile Descriptions
Matrix Mottle
Depth Hue/Value Hue/Value
Location Horizon Inches /Chrome /Chrome Texture/Structure
SW-1 A 0-5 1 OYR 4/1 Dark gray fine sand, single grain,
loose
E 5-13 10YR 7/1 Light gray fine sand, single grain,
loose
Bhs 13-25 10YR 3/3 1 OYR 3/4 Dark brown loamy sand, weak,
medium granular, friable; dark
yellowish brown soft masses; few
cemented pieces present
2E2 25-34 2.5Y 7/4 1 OYR 5/8 Pale yellow loamy sand, weak,
medium granular, friable;
yellowish brown redox
concentrations
Bt 34-42 2.5Y 5/4 10YR 5/8 Light olive brown sandy clay
10YR 6/2 loam,moderate,medium
subangular blocky, slightly sticky,
slightly plastic, firm; yellowish
brown redox concentrations and
light brownish gray redox
depletions
Btg 42-48+ 2.5Y 5/1 10YR 5/8 Gray sandy clay loam,moderate,
medium subangular blocky,
slightly sticky, slightly plastic,
firm;yellowish brown redox
concentrations
Seasonal High Water Table=34" below the existing ground surface. Groundwater observed at
44" below the existing ground surface.

ECU Brunswick SLC
Soil Profile Descriptions
Matrix Mottle
Depth Hue/Value Hue/Value
Location Horizon (Inches /Chroma /Chroma Texture/Structure
SW-2 A 0-4 1 OYR 3/1 Very dark gray loamy sand,weak,
fine granular, very friable
E 4-11 1OYR 4/1 Dark gray fine sand, single grain,
loose
Bh 11-17 10YR 3/2 Very dark grayish brown loamy
sand, weak, fine, granular, friable
2E 17-27 1 OYR 5/2 1 OYR 5/8 Grayish brown fine sand, single
grain, loose; yellowish brown
redox concentrations
Btg 27-31+ 1 OYR 4/1 10YR 5/8 Dark gray sandy clay loam,
moderate, medium subangular
blocky; slightly sticky, slightly
plastic, firm; yellowish brown
redox concentrations
Seasonal High Water Table= I I" below the existing ground surface. Groundwater observed at
23" below the existing ground surface.
SW-3 A 0-6 2.5Y 2.5/1 Black sandy loam, granular, firm,
high organic content
E 6-10 1OYR 4/1 Dark gray fine sand, single grain,
loose
Bh 10-16+ 1 OYR 2/2 Very dark brown sandy loam,
moderate,medium angular blocky,
organic pan
Seasonal High Water Table=existing ground surface. Groundwater observed at 4" below the
existing ground surface.

ECU Brunswick SLC
Soil Profile Descriptions
Matrix Mottle
Depth Hue/Value Hue/Value
Location Horizon Inches /Chroma /Chroma Texture/Structure
SW-4 A 0-4 1OYR 4/1 Dark gray fine sand, single grain,
loose
E 4-10 10YR 6/1 Gray fine sand, single grain,loose
EBt 10-23 2.5Y 6/6 Olive yellow sandy loam,
moderate,weak angular blocky,
friable
Btl 23-35 10YR 5/6 7.5YR 5/8 Yellowish brown sandy clay loam,
IOYR 6/4 moderate strong subangular
blocky, sticky,plastic, firm
Bt2 3546+ 10YR 7/3 7.5YR 5/8 Very pale brown sandy clay loam,
1 OYR 7/2 moderate, strong subangular
blocky, sticky,plastic, firm
Seasonal High Water Table=35" below the existing ground surface.
SW-5 Al 0-12 1OYR 5/1 Gray loamy sand, weak, fine
granular,very friable
A2 12-18 1 OYR 2/1 Black sandy loam, granular,
friable,high organic content
Bh 18-30 1OYR 5/4 1 OYR 2/1 Yellowish brown slightly
cemented sandy loam, moderate,
medium angular blocky, organic
pan, brittle
Btg 30-42 1OYR 6/2 1 OYR 5/4 Light brownish gray sandy clay
1 OYR 3/2 loam, weak,medium subangular
blocky; slightly sticky, slightly
plastic, firm
C 42-48+ 1 OYR 5/2 1 OYR 6/3 Grayish brown sandy loam,
granular,friable pale brown
concentrations
Seasonal High Water Table= 12"below the existing ground surface.

ECU Brunswick SLC
Soil Profile Descriptions
Matrix Mottle
Depth Hue/Value Hue/Value
Location Horizon Inches /Chroma /Chroma Texture/Structure
SW-6 A 0-24 1 OYR 2/1 Black sandy loam,with sapric
decomposition, granular, friable,
high organic content
E 24-36 1OYR 6/2 10YR 2/1 Light grayish brown fine sand with
black organic streaking, single
grain,loose
Btg 24-36+ 1 OYR 3/2 Very dark grayish brown clay,
massive,with sand inclusions,
expansive.
Seasonal High Water Table=existing ground surface. Groundwater observed at 30" below the
existing ground surface.

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ECU SERVICE LEARNING CENTER-WQRM744n
STORMWATER SOILEVALUATION
1 • SUPPLY, BRUNSWICK CO., • ' CAROLINA

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MAP SOURCE:USDA-NRCS BRUNSWICK ( IN FEET }
COUNTY SOIL SURVEY MAP,SHEET 10&11;
ISSUED NOVEMBER 1986 A-3680
SCALE: 1n c 20001 t— v-S&ME
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DATE: SEPT 2013
DRAWN BY: BTR ECU SERVICE LEARNING CENTER-HOSPITAL DRIVE 2
WWW.SMEINC.COM STORMWATER SOIL EVALUATION
PR T NO: NC ENGINEER LICENSE#F-0176
1054-12-187A 3201 SPRING FOREST RD,RALEIGH,NC27616 SUPPLY,BRUNSWICK CO., NORTH CAROLINA
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COLOR AERIAL ORTHOPHOTOGRAPH
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Charlotte I
Raleigh
C00 #
e
Land Planning EC E IVE
t
Landscape Architecture MAY 15 2014
Civil Ergincerrng
Urban Des:gn BYE
1 19 E.Hargett Street.Suite 300
Raleigh.North Carolina 27E01
p+ 919 719 1000 f+919 719 1819
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ECU Dental SLC - Brunswick NC
CJS # 60361
CALCULATIONS FOR:
EROSION CONTROL
STORM DRAINAGE ANALYSIS
STORMWATER DETENTION & WATER QUALITY
DITCH ANALYSIS
DATE: 03/12/14
REV.' �••••`•'GpRO(Q0•Ilk
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PROJECT SUMMARY
ECU Dental SLC - Brunswick NC Charlotte
Rale i gh
CJS PROJECT NO.: 50351 & Store
DATE: 3(12/2014 BY: Land Manning+ Landscape Architecture+ CMI Engineering!+ Urban Design
REVISED: RVW:
East Carolina Universdy is proposing to build a Service Learning Center in Brunswick County,
North Carolina as an extension of their School of Dentistry in Greenville,NC. The existing
undeveloped site is located north of the intersection of NC Highway 17 and Hospital Drive,east of
Novant Health Brunswick Medical Center. The post-development impervious area is approximately
0.868 acres(including future building and parking lot expansions)approximate 38%of site being
impervious area. During construction all erosion control drainage will be treated by a skimmer
sediment basin. Final Stormwater runoff will be routed offsite via ditch and treated in a
proposedConstructed Wetland. The stormwater wetland will provide an 85%reduction in total
suspended solids,40%nitrogen reduction,and 40%phosphorus reduction for the first 1.5"of
rainfall.It wil also control the peak flow for the 1-year and 10-year 24-hour storm events. The
stormwater wetland will outlet via a proposed outlet structure and RipRap apron into the existing
wetlands. A field study completed by S&ME,Inc.,has determined the seasonal high water table
elevation to be located at approximate elevation+/-33.00'in the region of the proposed wetland
basin. Based on this evaluation, the permanent pool of the basin has been set at elevation 33.00
Pre-Development Peak Post-Development Post Development Flow
Flow Peak Flow after Detention
1-year,24-hour Storm 9.66 11.21 8.73
10-year,24-hour Storm 26.50 28.86 26.43

EROSION CONTROL

SEDIMENT BASIN CALCULATIONS
ECU Dental SLC-Brunswick NC ® Ch.r�.:tom
R.kigh
CJS PROJECT NO.:50351
81L stone
DATE: 311212014 BY: AK a"d PM.M-9.L..d,-M Ard.11M .Chrg Egan 0.9.U b..o..ig.
REVISED: I RVW: RTF
FAIRCLOTH SKIMMER TYPE BASIN:STAGE 1 NCDENR4 I T I t IF Yes,Type:1
DRAINAGE AREASIREQ2)STORAGE j
ESTIMATED BASIN SIZE RECTANGULA
Total drain area(IDA) 7.8 ac Length(ft) Whiffi(ft)
Disturbed area D 4.0 ac 91 Bottom 96 47
Rqd sediment storage 1800xDA 7250.4 cf Ell, TRe 108 59
BASIN CONFIGURATION PLANNED BASIN SIZE (REFER TO EROSION CONTROL PLAN)
Proposed sediment depth 15 fl Elev. Area F Cumulative Volume CF
Depth of flow over s illwa tY 33 6772 0
Bottom elevation of basin ms! 34 8815 7794
Sediment Storage elevation 34.5 msi 34.5 119 77 12992
Spillway crest 34.5 msi 35 12145 19022
Ebp of Berm 36 msi 36 16700 33445
X X #VALUEI
SPILLWAYDESIGN X X #VALUEI
DESIGNFLOW Q=CIA X X #VALUEI
Composite soil coefficient C'= X X #VALUEI
rea%I'= 7.8 ac X X #VALUEI
10 yr.storm rainfall intensify,r= 9.59 in/hr
-Computed flow from site,Q'= cis BASIN EFFICIENCY
Sediment storage required: 7250.4 cf
Sediment storage provided., 12992 cf OKAY
Surface area required. 11700 sf
Surface area provided. 11977 sf OKAY
SKIMMER DESIGN 1 Skimmer 2 Skimmers
Drewdown Time: 2 days 2 days
Skimmer Size: 3" 2-
0rfflce Size: 2.4 In. 1.9 in.
FAIRCLOTH SKIMMER DESIGN TABLE
CF drained Drawdown Factor CIF drained Drawdown Factor This table contains
1.5"Skimmer 1728 1 day 960 4"Skimmer 18267 1 day 1454 maximum drainage
3456 2 days 1920 36534 2 days 2908 volumes for a given
5184 3 days 2880 54803 3 days 4362 Skimmer size and
6912 4 days 3840 72000 4 days 5816 drawdown period.
12096 7 days 6720 127869 7 days 10178
2"Skimmer 3283 1 day 1123 5"Skimmer 32832 1 day 1642 The orifice area is
6566 2 days 2246 65664 2 days 3283 calculated by dividing the
9849 3 days 3369 98496 3 days 4926 Provided storage volume
13132 4 days 4492 131328 4 days 6568 by the corresponding
22982 7 days 7861 229824 7 days 11491 Factor.The factors are
2.5"Skimmer 5500 1 day 1144 6"Skimmer 51840 1 day 1814 taken from the table and
11000 2 days 2304 103680 2 days 3628 were generated assuming
16500 3 days 3432 155520 3 days 5442 a constant head.
22000 4 days 4576 307360 4 days 7256
38500 7 days 8084 362880 7 days 12701 The diameter of the orifice
3"Skimmer 9744 1 day 1382 8"Skimmer 97978 1 day 1987 Is calculated by:
19547 2 days 2765 195956 2 days 3974 (2'(4(Area/3.14))
29322 3 days 4146 293934 3 days 5961
39096 4 days 5528 391912 4 days 7946
68415 7 da s 96T7 1 658846 7 days 13909
SPILLWAY DESIGN
Spillway Design=(L=Q1(C*h11.5)) C= 3
h= 1
Spillway Length at Flow Depth Required: 12 ft
geMLv!2Z Length at Flow De thProvided. 12 ft OKAY

STORMWATER DETENTION &
WATER QUALITY

NCDENR-Stormwater Wetland
ECU Dental SLC-Brunswick NC R.I.ig**�
Raleigh
CJS PROJECT NO.: 50351
DATE: 3112/2014 BY: Land i'iaoni..g+Landscape wrehlt«wm+Civil Engineering+urban Design
REVISED: RVW:
NCDENR BMP Design Manual,July 2007
DRAINAGE AREA INFORMATION I
Total Drainage Area to Pond= 7.81 Acres
Post-Developed Impervious Area*= 0.87 Acres,or 11.1 %
Designed PPE(Top of Shallow Water)
WATER QUALITY VOLUME (WQv) and SURFACE AREA REQ.
Rv=runoff coefficient(Runoff/Rainfall)
WQv=Water Quality Volume (1.5-inch water quality control)
I=%Impervious
D=Plant Depth(12"Maximum)
("Simple Method"-Schueler) iRv=0.05+0.009(1)
WQv= 1.5"'Rv"A
12
Rv= 0.15
WQv= 1 0.15 Ft.
6380dAc.
Cubic Feet Required
D in.
This volume must be released over a minimum period of 24 hours.
Surface Area Required=SAIDA 1100 x Drainage Area: 6380 sf
Surface Area Provided(at permanent pool): 6770 sf
Refer to Storage-Elevation Data Chart
Page 6 of 8

ELEVATION TO HOLD WQv
Refer to Storage Elevation Data Chart
CPv Elevation
RELEASE RATES
Release Rate for WQ control:
Water quality control volume is to be released over a 3-day duration beyond the center of rainfall
WQ Release Rate=r--2-025--1 cfs
ORIFICE SIZING FOR WATER QUALITY VOLUME
Avg Head=(Weir Elev-Perm Pool Elev)13= 0.28 ft
Use orifice equation
Q=CA(2gh)"0.5
Weir Elev= 33.83
PPe= 33.00 A=QI(C*(2 h)^0.5)
A= 1.399 in-2
A=(¶*dA2)14
d=((A*4)/l)"0.5
d= 1.33 inches (3-Day Drawdown)
d= 1.50 inches (Proposed)
Page 7 of 8

Water Quality Pond O
ECU Dental SLC-Brunswick NC ftkigh
Raleigh
CJS PROJECT NO.: 50351
DATE: 3112/2014 BY: AK L.,,,PM.M M.1-d-"arcbit-ft.CW1 Engineering♦Urban Oes:pn
REVISED: I RVW: RTF
BMP Basin Stora e-Elevation Data
Inc.Vol. Total Accum. Accum.Det.
Elevation Areas Area(ac) (ac-ft Vol. ac-ft Vol. ac-ft Notes
0.00 0 0.00 0.000 0.00
0.00 0 0.00 0.000 0.000 0.00
0.00 0 0.00 0.000 0.000 0.00
0.00 0 0.00 0.000 0.000 0.00
0.00 0 0.00 0.000 0.000 0.00
0.00 0 0.00 0.000 0.000 0.00
33.00 6,770 0.16 0.000 0.000 0.00
34.00 8,815 0.20 0.179 0.179 0.18
35.00 12,145 0.28 0.241 0.419 0.42
36.00 16,700 0.38 0.331 0.751 0.75
Design Permanent Pool Elevation(PPe)= 33.00
Required Surface Area at PPe(PPsa)=1 6379.91 sf
WQv=1 0.15 ac-ft
Elevation to hold Water Quality Volume=1 33.82 71
Page 8 of 8

f
\ 1
Pre-Development
2S 14
Post Development Stormwater Wetland Outfall
3S
Post Development 15S v 17
Post Development Outfall
16S
Post Development
Subcat Reach Aon Link Drainage Diagram for Stormwater Wetland-50351-031214
Prepared by{enter your company name here), Printed 3/1212t}74
HydroCAD®0.00 s/n 05796 C 2009 HydroCAD Software Solutions LLC

Stormwater Wetland - 50361-031214 Type Ill 24-hr Brunswick 1-yr Rainfall=3.70"
Prepared by {enter your company name here) Printed 3/12/2014
HydroCAD0 9.00 s/n 05796 0 2009 HydroCAD Software Solutions LLC Parse 2
Time span=0.00-100.00 hrs, dt=0.01 hrs, 10001 paints
Runoff by SCS TR-20 method, UH=SCS
Reach routing by Stor-Ind method - Pond routing by Stor-Ind method
Subcatchment1: Pre-Development Runoff Area=7.810 ac 0.33% Impervious Runoff Depth=1.65"
Flow Length=1,510' Tc=22.0 min CN=78 Runoff=9.66 cfs 1.075 of
Subcatchment2S: Post Development Runoff Area=7.040 ac 12.33% Impervious Runoff Depth=1.80"
Flow Length=1,650' Tc=18.6 min CN=80 Runoff=10.25 cfs 1.054 of
Subcatchment3S: Post Development Runoff Area=0.770 ac 0.00% Impervious Runoff Depth=2.36"
Tc=5.0 min CN=87 Runoff=2.20 cfs 0.152 of
Subcatchment I 5S:Post Development Runoff Area=7.040 ac 12.33%Impervious Runoff Depth=1.80"
Flow Length=1,650' Tc=18.6 min CN=80 Runoff=10.25 cfs 1.054 of
Subcatchment168:Post Development Runoff Area=0.770 ac 0.00% Impervious Runoff Depth=2.36"
Tc=5.0 min CN=87 Runoff=2.20 cfs 0.152 of
Pond 913:StormwaterWetland Peak Elev-34.37' Storage=11,235 cf Inflow=10.25 cfs 1.054 of
Outflow=8.09 cfs 1.049 of
Pond UP:Outfall Inflow=8.73 cfs 1.200 of
Primary=8.73 cfs 1.200 of
Pond 17P:Outfall Inflow=11.21 cfs 1.206 of
Primary=11.21 cfs 1.206 of
Total Runoff Area=23.430 ac Runoff Volume=3.486 of Average Runoff Depth= 1.79"
92.48% Pervious =21.668 ac 7.52% Impervious= 1.762 ac

Stormwater Wetiand - 50351-031214 Type Ill 24-hr Brunswick 1-yr Rainfall=3.70"
Prepared by{enter your company name here} Printed 3/12/2014
HydroCAD09.00 s/n 05796 02009 HydroCAD Software Solutions LLC Pane 3
Summary for Subcatchment 1: Pre-Development
Runoff = 9.66 cfs @ 12.31 hrs, Volume= 1.075 af, Depth= 1.65"
Runoff by SCS TR-20 method, UH=SCS, Time Span=0.00-100.00 hrs, dt=0.01 hrs
Type III 24-hr Brunswick 1-yr Rainfall=3.70"
Area(ac) CN Description
0.930 89 <50%Grass cover, Poor, HSG D
6.854 77 Woods, Good, HSG D
0.026 98 Paved parking, HSG D
7.810 78 Weighted Average
7.784 99.67% Pervious Area
0.026 0.33% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
8.9 210 0.0112 0.39 Sheet Flow, Sheet Flow
Cultivated: Residue<=20% n=0.060 P2=4.65"
13.1 1,300 0.0123 1.65 16.48 Channel Flow,Channel
Area= 10.0 sf Perim= 10.0' r- 1.00'
n=0.100 Heavy timber,flow below branches
22.0 1,510 Total
Subcatchment 1: Pre-Development
Hydrograph
9.66 Cfs ❑Runoit
�� Type III 24-hr Brunswick 1-yr
9 Rainfall-"3.70"
8 Runoff Area=7.810 ac
7 Runoff Volume=1.075 of
Runoff Depth=1.65"
6 Flow Length=1,510'
LL
5 Tc=22.0 min
4 CW-78
3
2
1
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100
Time (hours)

Stormwater Wetland - 50351-031214 Type ill 24-hrBrunswick 1-yr Rainfall=3.70"
Prepared by{enter your company name here} Printed 3/12/2014
HydroCAD®9.00 s/n 05796 02009 HydroCAD Software Solutions LLC Pace 4
Summary for Subcatchment 2S: Post Development
Runoff = 10.25 cfs @ 12.26 hrs, Volume= 1.054 af, Depth= 1.80"
Runoff by SCS TR-20 method, UH=SCS,Time Span= 0.00-100.00 hrs, dt=0.01 hrs
Type III 24-hr Brunswick 1-yr Rainfall=3.70"
Area(ac) CN Description
0.868 98 Paved parking & roofs
0.360 89 <50%Grass cover, Poor, HSG D
4.560 77 Woods, Good, HSG D
1.252 74 >75%Grass cover, Good, HSG C
7,040 80 Weighted Average
6.172 87.67% Pervious Area
0.868 12.33% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
11.5 150 0.0030 0.22 Sheet Flow,Sheet Flow
Cultivated: Residue<=20% n=0.060 P2=4.65"
7.1 1,500 0.0050 3.50 35.03 Channel Flow, Channel
Area= 10.0 sf Perim= 10.0' r- 1.00'
n=0.030 Earth,grassed&winding
18.6 1,650 Total
Subcatchment 2S: Post Development
Hydrograph
11 10.25 cfs ❑Runoff
t0 Type III 24-hr Brunswick 1-yr
9
Rainfall=3.70"
Runoff Area=7.0.40 ac
6 Runoff Volume=1.054 of
7 Runoff Depth=1.80"
1 6 Flow Length=1,850'
5 Tc=18.6 min
C-N=$0
4
3
2
1
p
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100
Time (hours)

Stormwater Wetland -50361-031214 Type Ill 24-hrBrunswick 1-yr Rainfall=3.70"
Prepared by(enter your company name here) Printed 3/12/2014
HydroCAD®9.00 s/n 05796 02009 HydroCAD Software Solutions LLC Page 5
Surnmary for Subcatchment 3S: Post Development
Runoff = 2.20 cfs @ 12.07 hrs, Volume= 0.152 af, Depth= 2.36"
Runoff by SCS TR-20 method, UH=SCS,Time Span=0.00-100.00 hrs, dt=0.01 hrs
Type III 24-hr Brunswick 1-yr Rainfall=3.70"
Area (ac) CN Description _
0.200 80 >75%Grass cover, Good, HSG D
0.570 89 <50% Grass cover, Poor, HSG D
0.770 87 Weighted Average
0.770 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
5.0 Direct Entry,
Subcatchment 3S: Post Development
Hydrograph
2.20 CfS, ❑Runoff
Type III 24-hr Brunswick 1-yr
2 Rainfall=;3.70"
Runoff Area=0.770 ac
Runoff Volume=0.152 of
Runoff Depth=2.36"
Tc=5.0 min
s CN=87
LL
0 5 10 15 20 25 30 35 40 45 50 55 80 65 70 75 80 85 90 95 100
Time (hours)

Stormwater Wetland -60351-031214 Type 11l 24-hr Brunswick 1-yr Rainfall=3.70"
Prepared by{enter your company name here} Printed 3/12/2014
HVdroCADS 9.00 s/n 05796 @ 2009 HVdroCAD Software Solutions LLC Page 6
Summary for Subcatchment 15S: Post Development
Runoff = 10.25 cfs @ 12.26 hrs, Volume= 1.054 af, Depth= 1.80"
Runoff by SCS TR-20 method, UH=SCS,Time Span=0.00-100.00 hrs, dt=0.01 hrs
Type III 24-hr Brunswick 1-yr Rainfall=3.70"
Area(ac) CN Description
0.868 98 Paved parking & roofs
0.360 89 <50% Grass cover, Poor, HSG D
4.560 77 Woods,Good, HSG D
1.252 74 >75% Grass cover, Good, HSG C
7.040 80 Weighted Average
6.172 87.67% Pervious Area
0.868 12.33% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ftlsec) (cfs)
11.5 150 0.0030 0.22 Sheet Flow,Sheet Flow
Cultivated: Residue<=20% n=0.060 P2=4.65"
7.1 1,500 0.0050 3.50 35.03 Channel Flow, Channel
Area= 10.0 sf Perim= 10.0' r- 1.00'
n=0.030 Earth, grassed &winding
18.6 1,650 Total
Subcatchment 15S: Post Development
Hydrograph
11 ❑Runoff
9 0.25 cfs
10 Type III 24-hr Brunswick 1-yr
Rainfal 1=3.70"
9 Runoff Area=7.040 ac
8 Runoff Volume=1.054 of
7 Runoff Depth=1.80"
6 Flow Length=1,650'
5 Tc=18.6 min
CN=80
4
3
2
1
0
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100
Time (hours)

Stormwater Wetland -60361-031214 Type 11124-hr Brunswick 1 yr Rainfall=3.70"
Prepared by{enter your company name here} Printed 3/12/2014
HydroCAD®9.00 s/n 05796 ®2009 HydroCAD Software Solutions LLC Pane 7
Summary for Subcatchment 16S: Post Development
Runoff = 2.20 cfs @ 12.07 hrs, Volume= 0.152 af, Depth= 2.36"
Runoff by SCS TR-20 method, UH=SCS, Time Span=0.00-100.00 hrs, dt=0.01 hrs
Type III 24-hr Brunswick 1-yr Rainfall=3.70"
Area(ac) CN Description
0.200 80 >75%Grass cover, Good, HSG D
0.570 89 <50%Grass cover, Poor, HSG D
0.770 87 Weighted Average
0.770 100.00%Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ftlft) (ft/sec) (cfs)
5.0 Direct Entry,
Subcatchment 16S: Post Development
Hydrograph
2.20 efs ❑Runoff
Type III 24-hr Brunswick 1-yr
z Rainfall=3.70"
Runoff Area=0.770 ac
Runoff Volume=0.152 of
Runoff Depth=2.36"
Tc=5.0 min
CN=87
o .
6 5 10 1,5 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100
Time (hours)

Stormwater Wetland - 50361-031214 Type/l/24-hrBrunswick 1-yr Rainfal1=3.70"
Prepared by tenter your company name here) Printed 3/12/2014
HVdroCADO 9.00 s/n 05796 ®2009 HydroCAD Software Solutions LLC Page 8
Summary for Pond 9P: Stormwater Wetland
Inflow Area= 7.040 ac, 12.33% Impervious, Inflow Depth= 1.80" for Brunswick 1-yr event
Inflow = 10.25 cfs @ 12.26 hrs, Volume= 1.054 of
Outflow = 8.09 cfs @ 12.42 hrs, Volume= 1.049 af, Atten= 21%, Lag= 9.4 min
Primary = 8.09 cfs @ 12.42 hrs, Volume= 1.049 of
Routing by Stor-Ind method, Time Span=0.00-100.00 hrs,dt=0.01 hrs
Peak Elev=34.37' @ 12.42 hrs Surf.Area= 10,031 sf Storage= 11,235 cf
Plug-Flow detention time= 299.1 min calculated for 1.049 of(100%of inflow)
Center-of-Mass det. time= 296.1 min ( 1,143.3-847.2)
Volume Invert Avail.Storage Storage Description
#1 33.00' 32,695 cf Pond#1 (Prismatic)Listed below(Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic-feet) (cubic-feet)
33.00 6,770 0 0
34.00 8,815 7,793 7,793
35.00 12,145 10,480 18,273
36.00 16,700 14,423 32,695
Device Routing Invert Outlet Devices
#1 Primary 28.00' 24.0" Round Culvert
L=57.0' RCP, square edge headwall, Ke=0.500
Outlet Invert--23.00' S=0.0877 /' Cc=0.900 n= 0.013
#2 Device 1 33.00' 1.5"Vert.Orifice/Grate C=0.600
#3 Device 1 33.82' 2.0' long Sharp-Crested Rectangular Weir X 3.00
2 End Contraction(s) 0.9' Crest Height
#4 Device 1 34.75' 12.0' long x 1.60' rise Sharp-Crested Rectangular Weir
2 End Contraction(s) 1.0'Crest Height
?rim
ary OutF Flow Max=8.09 cfs @ 12.42 hrs HW=34.37' (Free Discharge))=Culvert (Passes 8.09 cfs of 35.04 cfs potential flow)
2=Orifice/Grate (Orifice Controls 0.07 cfs @ 5.50 fps)
3=Sharp-Crested Rectangular Weir(Weir Controls 8.02 cfs @ 2.59 fps)
=Sharp-Crested Rectangular Weir(Controls 0.00 cfs)

Stormwater Wetland -60361-031214 Type Ill 24-hr Brunswick 9-yr Rainfall=3.70"
Prepared by {enter your company name here} Printed 3/12/2014
HydroCAD®9.00 s/n 05796 02009 HydmCAD Software Solutions LLC Page 9
Pond 9P: Stormwater Wetland
Hydrograph
r7 Inflow
10.25 cis j
11 �. .. ❑Primary
Inflow Area=7.040 ac
10
Pbak Elev=34.37'
8.09 cfs
8 Storage=11,236 cf
7
6-
1 5
4
r
3
v
2 �
0
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100
Time (hours)

Stormwater Wetland -50351-031214 Type ///24-hr Brunswick 1-yr Rainfall=3.70"
Prepared by{enter your company name here} Printed 3/12/2014
HydroCAD®9.00 s/n 05795 02009 HydroCAD Software Solutions LLC Page 10
Summary for Pond UP: Outfall
Inflow Area= 7.810 ac, 11.11% Impervious, Inflow Depth > 1.84" for Brunswick 1-yr event
Inflow = 8.73 cfs @ 12.40 hrs, Volume= 1.200 of
Primary = 8.73 cfs @ 12.40 hrs, Volume= 1.200 af, Atten=0%, Lag=0.0 min
Routing by Stor-Ind method, Time Span=0.00-100.00 hrs, dt= 0.01 hrs
Pond 14P: Outfall
Hydrograph
i l7 inflow
❑Primary
8 73°t Inflow Area=7.810 ac
7 j
� B
V 5
LL f
4
3
2 ro�-
0
0 5 10 15 20 25 30 35 40 45 50 55 80 85 70 75 80 85 90 95 100
Time (hours)

Stormwater Wetland - 50361-031214 Type 11124-hrBrunswick 1-yr Rainfall=3.70"
Prepared by {enter your company name here} Printed 3/12/2014
HydroCAD®9.00 s/n 05796 02009 HydroCAD Software Solutions LLC Page 1.1_
Summary for Pond 17P: Outfall
Inflow Area= 7.810 ac, 11.11% Impervious, Inflow Depth = 1.85" for Brunswick 1-yr event
Inflow = 11.21 cfs @ 12.25 hrs, Volume= 1.206 of
Primary = 11.21 cfs @ 12.25 hrs, Volume= 1.206 af, Atten=0%, Lag=0.0 min
Routing by Stor-Ind method, Time Span= 0.00-100.00 hrs,dt=0.01 hrs
Pond 17P: Outfall
Hydrograph
rl Inflow
❑Primary
12 11.21 cfs Inflow Area=7.810 ac
11-
r
10
9.
8
3_ 7
b 6
LL
5
4
3
2
f.
0 ..
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 SD 65 90 95 100
Time (hours)

Stormwater Wetiand - 50351-031214 Type 1/124'hrBrunswick 90-yr Rainfall=7.00"
Prepared by{enter your company name here) Printed 3/12/2014
HydroCAD®9.00 s/n 05796 02009 HydroCAD Software Solutions LLC Pane 12
Time span=0.00-100.00 hrs, dt=0.01 hrs, 10001 points
Runoff by SCS TR-20 method, UH=SCS
Reach routing by Stor-Ind method - Pond routing by Stor-Ind method
Subcatchment1: Pre-Development Runoff Area=7.810 ac 0.33%Impervious Runoff Depth=4.47"
Flow Length=1,510' Tc=22.0 min CN=78 Runoff=26.50 cfs 2.912 of
Subcatchment2S: Post Development Runoff Area=7.040 ac 12.33% Impervious Runoff Depth=4.69"
Flow Length=1,650' Tc=18.6 min CN=80 Runoff=26.77 cfs 2.754 of
Subcatchment3S: Post Development Runoff Area=0.770 ac 0.00%Impervious Runoff Depth=5.48"
Tc=5.0 min CN=87 Runoff=4.93 cfs 0.352 of
Subcatchment158:Post Development Runoff Area=7.040 ac 12.33%Impervious Runoff Depth=4.69"
Flow Length=1,650' Tc=18.6 min CN=80 Runoff=26.77 cfs 2.754 of
Subcatchment16S:Post Development Runoff Area=0.770 ac 0.00% impervious Runoff Depth=5.48"
Tc=5.0 min CN=87 Runoff=4.93 cfs 0.352 of
Pond 913:Stormwater Wetland Peak Elev=34.90' Storage=17,024 cf Inflow=26.77 cfs 2.754 of
Outflow=24.70 cfs 2.749 of
Pond 1413•Outfall Inflow=26.43 cfs 3.100 of
Primary=26.43 cfs 3.100 of
Pond 17P:Outfall Inflow=28.86 cfs 3.106 of
Primary-28.86 cfs 3.106 of
Total Runoff Area=23.430 ac Runoff Volume=9.124 of Average Runoff Depth=4.67"
92.48% Pervious=21.668 ac 7.62% Impervious=1.762 ac

Stormwater Wetland - 50351-031214 Type 11124-tar Brunswick 10-yr Rainfall=7.00"
Prepared by(enter your company name here) Printed 3/12/2014
HydroCAD®9.00 s/n 05796 02009 HydroCAD Software Solutions LLC Page 13
Summary for Subcatchment 1: Pre-Development
Runoff = 26.50 cfs @ 12.30 hrs, Volume= 2.912 af, Depth= 4.47"
Runoff by SCS TR-20 method, UH=SCS,Time Span=0.00-100.00 hrs, dt=0.01 hrs
Type III 24-hr Brunswick 10-yr Rainfall=7.00"
Area(ac) CN Description
0.930 89 <50% Grass cover, Poor, HSG D
6.854 77 Woods, Good, HSG D
0.026 98 Paved parking, HSG D
7.810 78 Weighted Average
7.784 99.67% Pervious Area
0.026 0.33% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) cfs)
8.9 210 0.0112 0.39 Sheet Flow, Sheet Flow
Cultivated: Residue<=20% n=0.060 P2=4.65"
13.1 1,300 0.0123 1.65 16.48 Channel Flow,Channel
Area= 10.0 sf Perim= 10.0' r= 1.00'
n=0.100 Heavy timber,flow below branches
22.0 1,510 Total
Subcatchment 1: Pre-Development
Hydrograph
❑Runoff
26 26.50 cfs
26 Type III 24-hr Brunswick 10-yr
24 Rainfall=7.00"
22 Runoff Area=7.810 ac
20 Runoff Volume=2.912 of
18 Runoff Depth=4.47"
16 Flow Length=1,510'
a 14 Tc=22.0 min
M
12 QN=78
10
8
6
4
2
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 60 65 90 95 100
Time (hours)

Stormwater Wetland -50351-031214 Type 11124-hr Brunswick 10-yr Rainfall=7.00"
Prepared by{enter your company name here} Printed 3/12/2014
HydroCAD®9.00 s/n 05796 02009 HydroCAD Software Solutions LLC Page 14
Summary for Subcatchment 2S: Post Development
Runoff = 26.77 cfs @ 12.25 hrs, Volume= 2.754 af, Depth= 4.69"
Runoff by SCS TR-20 method, UH=SCS, Time Span=0.00-100.00 hrs, dt=0.01 hrs
Type III 24-hr Brunswick 10-yr Rainfall=7.00"
Area (ac) CN Description
" 0.868 98 Paved parking &roofs
0.360 89 <50%Grass cover, Poor, HSG D
4.560 77 Woods,Good, HSG D
1.252 74 >75%Grass cover, Good, HSG C
7.040 80 Weighted Average
6.172 87.67% Pervious Area
0.868 12.33% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) MR) (ft/sec) (cfs)
11.5 150 0.0030 0.22 Sheet Flow, Sheet Flow
Cultivated: Residue<=20% n=0.060 P2=4.65"
7.1 1,500 0.0050 3.50 35.03 Channel Flow, Channel
Area= 10.0 sf Perim= 10.0' r= 1.00'
n=0.030 Earth, grassed&winding
18.6 1,650 Total
Subcatchment 2S: Post Development
Hydrograph
❑Runoir
28 26.77 cfs
26 Type III 24-hr Brunswick 10-yr
24 Rainfall'7.00"
22 Runoff Area=7.040 ac
20 Runoff Volume=2.754 of
18 Runoff Depth=4.69"
916 Flow Length=1,650'
9 14 Tc=18.6 min
LL
72 CN=80
10
8
8
4
2
0 5 10 15 20 25 30 35 4D 45 50 55 80 85 70 75 80 85 90 95 100
Time (hours)

Stormwater Wetland -50351-031214 Type 1//24-hr Brunswick 90-yr Rainfall=7.00"
Prepared by(enter your company name here) Printed 3/12/2014
H droCAD®9.00 s/n 05796 02009 H droCAD Software Solutions LLC Pa a 15
Summary for Subcatchment 3S: Post Development
Runoff = 4.93 cfs @ 12.07 hrs, Volume= 0.352 af, Depth= 5.48"
Runoff by SCS TR-20 method, UH=SCS,Time Span=0.00-100.00 hrs, dt=0.01 hrs
Type III 24-hr Brunswick 10-yr Rainfall=7.00"
Area(ac) CN Description
0.200 80 >75%Grass cover, Good, HSG D
0.570 89 <50%Grass cover, Poor, HSG D
0.770 87 Weighted Average
0.770 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/fit) (ft/sec) (cfs)
5.0 Direct Entry,
Subcatchment 3S: Post Development
Hydrograph
❑Runoff
4.93 cfs
5 Type III 24-hr Brunswick 10-yr
Rainfall=7.00"
4 Runoff Area=0.770 ac
Runoff Volume=0.352 of
Runoff Depth=5.48"
s Tc=5.0 min
CN=87
2
0 5 ,0 15 20 25 30 35 40 45 50 55 B6 65 70 75 6 85 80 95 100
Time (hours)

Stormwater Wetiand -60351-031214 Type Ill 24-hr Brunswick 10-yr Rainfall=7.00"
Prepared by{enter your company name here} Printed 3/12/2014
HydroCAD®9.00 s/n 05796 02009 HydroCAD Software Solutions LLC Paae 16
Summary for Subcatchment 15S: Post Development
Runoff = 26.77 cfs @ 12.25 hrs, Volume= 2.754 af, Depth= 4.69"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-100.00 hrs, dt=U.01 hrs
Type III 24-hr Brunswick 10-yr Rainfall=7.00"
Area(ac) CN Description
* 0.868 98 Paved parking& roofs
0.360 89 <50%Grass cover, Poor, HSG D
4.560 77 Woods, Good, HSG D
1.252 74 >75%Grass cover, Good, HSG C
7.040 80 Weighted Average
6,172 87.67% Pervious Area
0.868 12.33% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
11.5 150 0.0030 0.22 Sheet Flow,Sheet Flow
Cultivated: Residue<=20% n=0.060 P2=4.65"
7.1 1,500 0.0050 3.50 35.03 Channel Flow,Channel
Area= 10.0 sf Perim-- 10.0' r= 1.00'
n=0.030 Earth,grassed&winding
18.6 1,650 Total
Subcatchment 15S: Post Development
Hydrograph
❑Runoff
28 26.77 cfs]
26 Type III 24-hr Brunswick 10-yr
24 Rainfall=7.00"
22 Runoff Area=7.040 ac
20 Runoff Volume=2.754 of
18_ Runoff Depth=4.89"
is Flow Length=1,650'
14 Tc=18.6 min
rL 12 CN=80
10
8
8
4
2
0 5 10 15 20 25 30 35 40 45 50 55 80 85 70 75 80 85 90 95 100
Time (hours)

Stormwater Wetland - 60351-031214 Type 11124-hrBrunswick 10-yr Rainfall=7.00"
Prepared by{enter your company name here} Printed 3/12/2014
HydroCAD®9.00 s/n 05796 02009 HVdroCAD Software Solutions LLC Pane 17
Summary for Subcatchment 16S: Post Development
Runoff = 4.93 cfs @ 12.07 hrs, Volume= 0.352 af, Depth= 5.48"
Runoff by SCS TR-20 method, UH=SCS,Time Span=0.00-100.00 hrs, dt=0.01 hrs
Type III 24-hr Brunswick 10-yr Rainfa11=7.00"
Area (ac) CN Description
0.200 80 >75%Grass cover,Good, HSG D
0.570 89 <50%Grass cover, Poor, HSG D
0.770 87 Weighted Average
0.770 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) Wit) (ftlsec) (cfs)
5.0 Direct Entry,
Subcatchment 16S: Post Development
Hydrograph
4.93 cfs
5
Type III 24-hr Brunswick 10-yr
Rainfall=7.00"
4 Runoff. Area=0.770 ac
Runoff Volume=0.352 of
Runoff Depth=5.48"
3 Tc=5.0 min
CN=87
LL
20 L
1
..
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100
Time (hours)

Stormwater Wetland -50351-031214 Type 111 24-hr Brunswick 10-yr Rainfall=7.00"
Prepared by{enter your company name here} Printed 3/12/2014
HydroCAD09.00 s/n 05796 02009 HydroCAD Software Solutions LLC Page 18
Summary for Pond 9P: Stormwater Wetland
Inflow Area= 7.040 ac, 12.33% Impervious, Inflow Depth= 4.69" for Brunswick 10-yr event
Inflow = 26.77 cfs @ 12.25 hrs, Volume= 2.754 of
Outflow = 24.70 cfs @ 12.33 hrs, Volume= 2.749 af, Men=8%, Lag=4.5 min
Primary = 24.70 cfs @ 12.33 hrs, Volume= 2.749 of
Routing by Stor-Ind method,Time Span=0.00-100.00 hrs,dt=0.01 hrs
Peak Elev=34.90'@ 12.33 hrs Surf.Area= 11,798 sf Storage= 17,024 cf
Plug-Flow detention time= 128.0 min calculated for 2.749 of(100% of inflow)
Center-of-Mass det.time-- 126.7 min (946.4-819.7)
Volume Invert Avail.Storage Storage Description
#1 33.00' 32,695 cf Pond#1 (Prismatic)Listed below(Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic-feet) (cubic-feet)
33.00 6,770 0 0
34.00 8,815 7,793 7,793
35.00 12,145 10,480 18,273
36.00 16,700 14,423 32,695
Device Routing Invert Outlet Devices
#1 Primary 28.00' 24.0" Round Culvert
L= 57.0' RCP, square edge headwall, Ke=0.500
Outlet Invert= 23.00' S=0.0877'/' Cc=0.900 n= 0.013
#2 Device 1 33.00' 1.5"Vert.Orifice/Grate C=0.600
#3 Device 1 33.82' 2.0'long Sharp-Crested Rectangular Weir X 3.00
2 End Contraction(s) 0.9'Crest Height
#4 Device 1 34.75' 12.0' long x 1.50' rise Sharp-Crested Rectangular Weir
2 End Contraction(s) 1.0'Crest Height
rimary OutFlow Max=24.68 cfs @ 12.33 hrs HW=34.90' (Free Discharge)
=Culvert (Passes 24.68 cfs of 36.73 cfs potential flow)
2=Orifice/Grate (Orifice Controls 0.08 cfs @ 6.52 fps)
3=Sharp-Crested Rectangular Weir(Weir Controls 22.39 cfs @ 3.89 fps)
=Sharp-Crested Rectangular Weir(Weir Controls 2.21 cfs @ 1.27 fps)

Stormwater Wetland -60361-031214 Type 111 24-hr Brunswick 10-yr Rainfall=7.00"
Prepared by{enter your company name here} Printed 3/12/2014
HydroCADO 9.00 s/n 05796 ®2009 HydroCAD Software Solutions LLC Page 19
Pond 9P: Stormwater wetland
Hydrograph
n inflow
26.77 di 10 Primary
28 Inflow Area=7.040 ac
28. 24.70 cfS
24 POak Wev=34.90'
22 Storage=17,024 cf
20
18 /
16
a14
12 1
10J
8 �1
8 �
4 1:
0 .
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100
Time (hours)

Stormwater Wetiand -50351-031214 Type 11124-hr Brunswick 10-yr Rainfall=7.00"
Prepared by{enter your company name here} Printed 3/12/2014
HydroCAD®9.00 s/n 05796 02009 HydroCAD Software Solutions LLC Page 20
Summary for Pond 14P: Outfall
Inflow Area= 7.810 ac, 11.11% Impervious, Inflow Depth = 4.76" for Brunswick 10-yr event
Inflow = 26.43 cfs @ 12.32 hrs, Volume= 3.100 of
Primary = 26.43 cfs @ 12.32 hrs, Volume= 3.100 af, Atten=0%, Lag= 0.0 min
Routing by Stor-Ind method,Time Span=0.00-100.00 hrs,dt= 0.01 hrs
Pond 14P: Outfall
Hydrograph
[lin8ow
❑Primary
28 26.43 cfs 1 Inflow Area=7.81 0 ac
26
24. ,
22
f
20.
18 ;s
_ 16
14
LL 12
10
4 1
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100
Time (hours)

Stormwater Wetland -50351-031214 Type 11124-hr Brunswick 10-yr Rainfali=7.00"
Prepared by{enter your company name here} Printed 3/12/2014
HydroCAD®9.00 s/n 05796 02009 HydroCAD Software Solutions LLC Page 21
Summary for Pond 17P: Outfall
Inflow Area= 7.810 ac, 11.11% Impervious, Inflow Depth= 4.77" for Brunswick 10-yr event
Inflow = 28.86 cfs @ 12.25 hrs, Volume= 3.106 of
Primary = 28.86 cfs @ 12.25 his, Volume= 3.106 af, Atten= 0%, Lag=0.0 min
Routing by Stor-Ind method,Time Span=0.00-100.00 hrs, dt=0.01 hrs
Pond 17P: Outfall
Hydrograph
-- U Inflow
32
30 28.86cfs Inflow Area=7.810 ac Primary
28
28
24
22
20
to /
� 18
u. 14-
12
10
4
0
0 5 10 15 20 25 30 35 40 45 50 55 80 85 70 75 80 85 90 95 100
Time (hours)

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Soil Map—Brunswick County,North Carolina 3
(SLC Brunswick County)
9
753130 753210 19M 753 I 370 753 I I 450 7531SM
94.215'N
Re
R
J -
m Fo
m -
R
R
17
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752730 752910 7SM 7529M 753050 753130 753210 753290 753370 753450 7535M
3
h 3
Map Soli~1:3,770fp bBdonAbidsupe(11"x&Slsheer.
k N 0 50 100 200 3
A0 150 300 600 9000
Map prdedion:Web is-U Co womd1robs:WGSB4 Edge Um:UrM Zone 17N NU684
t.51m Natural Resources Web Soil Survey 3/10/2014
'"m Conservation Service National Cooperative Soil Survey Page 1 of 3

Soil Map—Brunswick County,North Carolina
(SLC Brunswick County)
MAP LEGEND MAP INFORMATION
Area of Interest(AOI) FSpoil Area The soil surveys that comprise your A01 were mapped at 1:24,000.
Area of Interest(AOQ Stony Spot
Soils Warning:Soil Map may not 6e valid at this scale.
Soil Ma Unit Very Stony Spot Enlargement of maps beyond the scale of ma p Polygons r9 P Y Aping can cause
Wet Spot misunderstanding of the detail of mapping and accuracy of soil line
. ► Sal Map Unit Linea placement.The maps do not show the small areas of contrasting
p Omer J3 Soil Map Unit Points soils that could have been shown at a more detailed scale.
•� Special Line Features
Special Point Features Please rely on the bar scale on each map sheet for map
Blowout WaterFentures measurements.
Streams and Canals
® Borrow Pit Source of Map: Natural Resources Conservation Service
Gay Spa Transportation Web Soil Survey URL: http:/ANebsoilsurv
ey.nrcs.usda.gov
++4 Rails Coordinate System: Web Mercator(EPSG:3857)
0 Closed Depression Interstate Highways Maps from the Web Soil Survey are based on the Web Mercator
Gravel Pit US Routes projection,which preserves direction and shape but distorts
Gravely Spa distance and area.A projection that preserves area,such as the
Major Roads Albers equal-area conic projection,should be used if more accurate
0 Landfill Local Roads calculations of distance or area are required.
A. Lava Flow Background This product is generated from the USDA-MRCS certified data as of
the version date(s)listed below.
Marsh or swamp NJ Aerial Photography
Mine or Quarry Sal Survey Area: Brunswick County,North Carolina
Survey Area Data: Version 15,Dec 20,2013
® Miscellaneous Water Soil map units are labeled(as space allows)for map scales 1:50,000
O Perennial Water or larger.
V Rock Outcrop Date(s)aerial images were photographed: Mar 7,2010—Apr 3,
+ Saline Spa 2011
.. Sandy Spa The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
.Iiiii, Severely Eroded Spa imagery displayed on these maps.As a result,some minor shifting
Sinkhole of map unit boundaries may be evident.
Slide or Slip
Sodlc Spa
Natural Resources Web Soil Survey 3/102014
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map—Brunswick County,North Carolina SLC Brunswick County
Map Unit Legend
Brunswick County,North Caragna(NC019) —Map Unit Unit Symbol Map Unit Name Acres in AOI Percent of AOI
BaB Baymeade fine sand,1 to 6 13.1 33.4%
percent slopes
Fo Foreston loamy fine sand 0.3 0.7%
Ly Lynchburg fine sandy loam 0.2 0.5%
Re Rains fine sandy loam 3.5 9.0%
WO Woodington fine sandy loam 22.1 56.4%
Totals for Area of Interest 39.2 _ 100.0%
usDA Natural Resources Web Soil Survey 3/10/2014
Conservation Service National Cooperative Soil Survey Page 3 of 3

STORM DRAINAGE ANALYSIS

50351.00-Community Service learning Center 48,Brunswick
StormSewers Calculations _
iftunuff Drainage Cover Hydraulic Hydraulic Avenge
DiameterA
Intensity Amain Capacity Flow Bate Ground Imrert Imrert Cover Up Down Grade Une Grade Une Velocity
Start Node Stop Node (in) (%) System (ec) Full(ds) (ds) start Out In (it) (to Up(ft) Down(ft) (ft-sec)
CI9 CI-2 159.59 0.23 4.93 1.94 41.00 797 39.57 0.78 1.18 40.12 40.07 L61
CI-8 CI-2 159.59 0.15 4.97 1.27 41.70 38.77 38.57 1.68 1.18 40.09 40.07 L03
CI-7 CI6 15SIM OM 5.05 0.17 42.75 40.26 40.14 1.24 1.36 40.42 40.35 L56
CI6 DI-5 158.52 0.02 5.02 0.31 42.75 40.14 39.93 L36 1.82 40.35 40.21 L93
ES DI-4 157.77 0.06 4.95 0.53 43.00 39.93 39.70 L82 1.35 40.21 40.12 L99
DID MH-3 ]5 0.87 7,39 0.10 4.% 1.14 42.30 39,70 39.08 1.35 2.17 40.12 40.14 2.09
MH-3 CI-2 15 102 0.50 0.90 6.98 0.10 4.95 111 42.50 39.08 38.57 2.17 1.18 40.12 40.07 1.48
CI-2 OUfFALL 15 13 0.55 0.85 6.78 0.19 5.17 5.02 41.00 36.57 36.50 1 1.18 1 -1.25 39.56 39.49 1 4.62
Flows calculated using 1=9.591n/hr(10-yr steno)

DITCH ANALYSIS

Worksheet for Ditch A SLC#8, Brunswick
PrgjW Description
Frictlon Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.030
Channel Slope 0.00500 ft/ft
Left Side Slope 3.00 ft/ft(H:V)
Right Side Slope 3.00 ft/ft(H:V)
Bottom Width 3.00 ft
Discharge 25.70 ft°/s
Resub
Normal Depth 1.27 ft
Flow Area 8.64 ft'
Wetted Perimeter 11.02 ft
Hydraulic Radius 0.78 ft
Top Width 10.61 ft
Critical Depth 0.96 ft
Critical Slope 0.01591 ft/ft
Velocity 2.98 f/s
Velocity Head 0.14 ft
Specific Energy 1.41 ft
Froude Number 0.58
Flow Type Subcritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Normal Depth 1.27 ft
Critical Depth 0.96 ft
Channel Slope 0.00500 ft/ft
Bentley Systems,Inc. Haestad Methods SdRdMb)CEkWaster V8i(SELECTseries 1) [08.11.01.03]
3171201412:03:32 PM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA [phone] Page 1 of 2

Ditch B Brunswick SLC
.Prat Demotion
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.030
Channel Slope 0.00500 ft/ft
Left Side Slope 3.00 ft/ft(H:V)
Right Side Slope 3.00 ft/ft(H:V)
Bottom Width 3.00 ft
Discharge 8.67 fta/s
Results
Normal Depth 0.74 ft
Flow Area 3.90 ft=
Wetted Perimeter 7.71 ft
Hydraulic Radius 0.51 ft
Top Width 7.47 ft
Critical Depth 0.53 ft
Critical Slope 0.01856 ft/ft
Velocity 2.22 fits
Velocity Head 0.08 ft
Specific Energy 0.82 ft
Fmude Number 0.54
Flow Type Subcritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Normal Depth 0.74 ft
Critical Depth 0.53 ft
Channel Slope 0.00500 ft/ft
Bentley Systems,Inc. Haestad Methods Sdy kdrjCMdwMaster V8i(SELECTseries 1) [08.11.01.031
3/5/2014 9:38:16 AM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA [phone] Page 1 of 2