SW8990923_Historical File_20171031

October 31, 2017
Kelly Johnson
N.C. Department of Environment
And Natural Resources
DEMLR
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Stormwater Permit Modification
Cape Fear Community College (SW8 990923)
New Hanover County
CSD Project No. 11-0238
Dear Kelly:
Enclosed please find:
CSD
ENGINEERING
ECEIVE
OCT 31 2017
BY:
— Original signed plan revision application
Comment Application: Please submit an original signature on the application. A copy was received.
Response Original application enclosed.
Comment Impervious Allocation. The currently -permitted impervious allocation is listed below. I understand that you intend
to replace a section of permitted parking lot with a covered shed for machinery parking. Please indicate the
revised value(s) in the appropriate drainage area(s) in the table below so that this data can be entered into the
permit.
Response Pond 5 covers the swap.
Buildings = 27,436 sf
Parking = 95,878 sf
Sidewalk = 4,822 sf
Total=128,136
Thank you for your assistance. Please contact us if you have any questions or require any additional information.
Sincerely,
114; i� 66
Y
Mike Broyhill 7
cc: CFCC.
3805 Cherry Avenue - Wilmington, NC 28403 - 910 7914441- www.csd-engineering.com — License # C-2710 �.JD
"I I F]JdNEEWNO

Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
October 24, 2017
Dr. Amanda Lee, President
Cape Fear Community College
411 North Front Street
Wilmington, NC 28401
Subject: Request for Additional Information
Stormwater Project No. SWS 990923
Cape Fear Community College North Campus
New Hanover County
Dear Dr. Lee:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TRACY DAVIS
Director
The Wilmington Regional Office received and accepted a modified State Stormwater Management Permit
Application for the subject project on August 30, 2017. A preliminary in-depth review of that
information has determined that the application is not complete and that additional information is needed.
To continue the review, please provide the following additional information:
1. Application: Please submit an original signature on the application. A copy was received.
2. Impervious Allocation. The currently -permitted impervious allocation is listed below. I understand that
you intend to replace a section of permitted parking lot with a covered shed for machinery parking. Please
indicate the revised value(s) in the appropriate drainage area(s) in the table below so that this data can be
entered into the permit.
Pond 1 Pond 2 Pond 3 Pond 4 Pond 5
a.
Drainage Area, acres:
41.60
9.20
40.00
14.48
3.85
Onsite:
1,812,096
400,752
1,742,400
630,749
167,644
Offsite:
0
0
0
0
0
b.
Impervious Surfaces, ft2:
1,268,467
280,526
1,219,680
536,037
128,136
Buildings, ft2:
31,363
15.,790
189,626
25,265
26,780
Street, ft2:
11,761
33,625
74,488
13,939
0
Parking, ft2:
91,040
68,598
617,508
361,112
96,534
Sidewalk, ft2:
31,220
1,560
148,248
.871
4,822
Other, ft2:
0
1,313
46,174
32,060
0
Future Area, ft2:
1,103,083
159,640
143,636
102,790
0
c.
Pond Depth, feet:
6.00
5.00
5.50
4.50 .
4.50
d.
Permanent Pool Elev., FMSL: 27.50
25.00
25.00
27.50
30.0
e.
PP Surface Area, ft2:
96,948
31,061
78,605
43,456
15,983
f.
Storage Volume Provided,
ft3: 104,265
25,732
99,785
46,300
29,366
g.
Storage Elevation, FMSL:
28.55
25.80
26.20
28.50
31.50
h.
Controlling Orifice Pipes:
3 @3.0"cp
1 @2.0"cp
2 @3.0" (p
1 @3.0"cp
1 @2.0"
i.
Permanent Pool Volume, ft3: 515,398
100,021
260,854
142,780
67,943
j.
Maximum Fountain HP:
2
1/3
1
1/2
1/4
k.
Forebay Volume, ft3:
105,041
20,404
59,461
29,250
14,013
I.
Receiving Stream:
Prince
George Creek
m.
Index Number:
CPF23 (18-74-53)
n.
Classification:
"C; Sw"
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington. NC 28405
910 796 7215

State Stormwater Permit No. SW8 990923
Page 2 of 2
Please remember to confinn that any revised information is presented consistently throughout the
application documents including calculations, supplements, narrative, and plans. Please also remember to
provide two hard copies of any updated documents per 15A NCAC 02H.1042(2).
The requested information should be received in this Office prior to November 8, 2017, or the
application will be returned as incomplete. If the project is returned and you wish to re -submit later, you
will need to resubmit all required items at that time, including the application fee.
If additional time is needed to submit the requested information please e-mail, mail, or fax your extension
request, prior to the original due date, to the Division using the contact information available in this letter.
The extension request must include a justification and a date of when the requested information will be
submitted to the Division. Please remember that extension requests delay the issuance of the final
permit. The Division is allowed 90 days from the receipt of a complete application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
Please reference the State assigned application number on all correspondence. If you have any questions
concerning this matter, please feel free to call me at [phone] or email me at
kelly. p. j ohnson@ncdenr. gov.
Engineer
GDS/kpj: \\\Stormwater\Permits & Projects\1999\990923 HD\2017 10 addinfo 990923
cc: Howard Resnick, PE, CSD Engineering
Wilmington Regional Office Stormwater Permit File
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Wilmington Regional office 1 127 Cardinal Drive Extension I Wilmington. NC 28405
910 796 7215

Completeness Review Checklist
Project Name: Received Date: ?i� n
Project Location: AI— caw-to%wk.10 Qa a- a Accepted Date: Q ,1
Rule(s) 112008 Coastal 131995 Coastal ®Phase II (WiRO.) ®Universal ®19 8 Coastal
Type of Permit: New or Mod or Qtr,=V.0 Existing Permit # (Mod or PR): nj gp�a 3 [DPE Cert on File?
Density: HD or LD I Type: Commercial or Residential ®NCG:
%: ____D(% OK?) Stream Class: MSA Map r7Offsite to SW8
Subdivided?: Subdivision
Exem
Paperwork Emailed Engineer on:
®Supplement(s) (1 original per BMP) BMP Type(s):
®O&M with correct/original signatures (1 original per BMP except LS/VFS and swales)
MAPIplacation with correct/original signatures ®Deed
®Corp or LLC: Sig. Auth. per SoS or letter Email Address: Design Engineer
®$505 (within 6mo) ®Email Address: Owner
c��
Soils Report with SHWT I NotIto ,,qe®Calculations (signed/sealed) rN°i�. dui., 2 LAIL ,� /
FINo obvious errors
Density includes common areas, etc
Deed Restrictions, if subdivided:
Signed & Notarized
Template (Comm/Res & HD/LD
Plans
ET'Sets 17Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading Wetlands: Delineated or No Wetlands
®Vicinity Map ®Layout (proposed BUA dimensions)
®Legend ®DA Maps ®Project Boundaries
Infiltration
Soils Report
SHWT:
Bottom:
Visited:
Additional Information:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
Wet Pond
®Soils Report
SHWT:
PP:
Offsite
®PE Cert for Master
®Deed Rest for Master
BUA Permitted (Master):
BUA Proposed (Offsite):
Lot #:
®Lot # Matches Master
vermittea Proposed: Proposed: Proposed:
Sf
sf

CSD
ENGINEERING
August 22, 2017
Stormwater Secretary
NCDEQ
Stormwater Section
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Stormwater Plan Revision Submittal
Cape Fear Community College, North Campus
New Hanover County
CSD Project No. 11-0238
To whom it may concern:
The enclosed plan revision application package is for the Carpentry/ROPES facility at the North Campus of Cape Fear
Community College in New Hanover County. The college is interested in constructing a covered shed to be used for
storing maintenance equipment. This proposed shed will be located in an area that was previously permitted for
impervious parking. Enclosed please find the following items:
Two (2) copies of the Stormwater Plan Revision Exhibit Map
Original and one (1) copy of the Stormwater Management Permit Application
Please contact us if you have any questions or require any additional information. Thank you for your assistance.
Sincerely,
1114�
Mike Broyhill
cc: Cape Fear Community College
3805 Cherry Avenue - Wilmington, NC 28403 - 910 7914441- www.csd-engineering.com — License # C-2710
(91CSDNG

Casmer, Jo
From: Casmer, Jo
Sent: Wednesday, August 30, 2017 11:16 AM
To: '[e-mail]'; 'Howard Resnik'; '[e-mail]'
Subject: Cape Fear Community College Blue Clay Road; Stormwater Permit SW8 990923
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section)
accepted the Stormwater Permit Minor Modification Application on August 30, 2017. The project has been
assigned to Kelly Johnson and you will be notified if additional information is needed. Please be advised that no
construction activities may commence until the Stormwater Permit is issued.
Jo Casmer
Administrative Assistant for DEMLR/Stormwater Section
North Carolina Department of Environmental Quality
Department of Environmental Assistance & Customer Service
910 796-7336 office
910 350-2004 fax
9o.casmerO-)ncdenr.gov
127 Cardinal Drive Extension
Wilmington, NC 28405
--��Nlathlnq Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Pusey, Steven
From: Mark Arcuri <[e-mail]>
Sent: Monday, August 10, 2015 9:36 AM
To: Pusey, Steven
Cc: David Criser; Mike Travaglia
Subject: RE: AET Center - CFCC North
Attachments: Pond 3 Impervious Area Table Attachment UNCHANGED.pdf; State Stormwater App Rev
Page 3 Only 2015-08-10.pdf
Oops see two different attachments. Sorry.
From: Mark Arcuri
Sent: Monday, August 10, 2015 9:33 AM
To:'Pusey, Steven' <[e-mail]>
Cc: David Criser <[e-mail]>;
Subject: RE: AET Center - CFCC North
sending again
Mark T. Arcuri, PE
so -ct Man3ye> i Fx_!.;ec: Enpnec�
'Mike Travaglia' <[e-mail]>
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
_ttori Raleigh Cii irsolk- Atlanle
5£9£ Peushtrof, k, ant: Suite IG2
Vt`1i:nin2,an. ^ , 28403
p '71V.3g7.'Lg28 &.1 120
i%. J-.: ,71
marcuri(Cacttengineering.com
www.cttenaineerina.com
CQNRDE-NTIALITY NOTE: Th: infcrm.31Jon transmitted and any files vriih thi- ­m:�rl is int�ndod solely fog the us:, of the nerson or=-ntity to which it i_ ..ddressud .- nd may
contain confidcirtial and; or privi!4,:d matsri, 1. If ya:a Ore not tiie inten&J recipient of this m:: 7•_3 ;e or the indivicu A responsIbie for delivering the e-mail to the intended
rc;ipic nt. you are [:• rr,bv notir:o6 ti.at cm� t & , r_-vic ••w, vAransmissic•n, cis_ emsnation, distribution, r.:p; cHiueticn, cjpyia; or any o:-'.ion tO k;o on this or _:rr•• of its
atta,timent., in r ..;ancc upon this; r;sst,nga i:= F•rictl p chibited. F,you re;.eit..::d this e-mail in :,.or, please immedir_tE1y contact the s_-rider or =ntity by a msa ::rid
ot.rmans:n;ay doletc Cite origincl a-rnidl and ,..il attac;hm•- flits from your r;. rsli:rtc-.r or c. :iputvr:yst. -m. Any views exp; sst•d in t zs message ar:= thos : of th;. individuil
sc:ndr r and may nc!: n .::essui;ly r fleet the views of the company.
Front: Mark Arcuri
Sent: Monday, August 10, 2015 9:03 AM
To:'Pusey, Steven' <[e-mail]>
Cc: David.Criser <[e-mail]>; 'Mike Travaglia' <[e-mail]>
Subject: RE: AET Center - CFCC North
Steve, thanks for your email below.
HEATT —We updated Page 3 of app to match reduced impervious. See attached Page 3 of App.
AET— No change in impervious or drainage areas. Remember, data shown on Page 3 if for the total area flowing to the
pond (existing and new). In comparison, we only show impervious area for our proposed new work on our
plans. Remember the additional data table I included originally to help clarify. It still applies. I attached it again.
All good?

Mark T. Arcuri, PE
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
n ': marcuriActtenQine'ering.com
:r vwwv.cttenaineerino.com
11
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cont in cuni<de:c .•' in i,'or { nr ,::'a rnate;;l. 'you a! not tt :nte Ided r.: •, • It. �ri� messe.,! c i:.v rdiudu.:: r_vpo, .;a fc v rr., the e-mail to th _intend;=_:
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t'::L.ri;.lt in YE rL".? UrJ-.`1 ..1`_ !ll:'" �r : -.r ..tl, " ''llb('i i, yc:a r&a-.iv, th',%e ,b+l in'?r :', rl _•.¢": Im�il 'u: •iy'COf'..: f. t, 1Cr.rr., C•ri �'•. h•&mail:in.'t
pt rmaner7 ralete,::.orri`naie-mail anr: &::2 :-itsfra.n .urr:�;nr . F. c c:;:! p rter ;;tr a.An}'vrs .-� e`:I1.e< a ri.,s7,, :vsP. attic •'oft:r° :rdividw,,.l.
si;n61:- &nd m::y not n • ­:.: rii:- i-...:r:tth• v;.; •. :'th ccnlr+a;y,.
From: Pusey, Steven[mailto:[e-mail]]
Sent: Thursday, August 06, 2015 3:38 PM
To: Mark Arcuri <[e-mail]>
Subject: AET Center - CFCC North
Mark,
I finished reviewing the new plans and have some questions. For the HEATT site, drawing sheet CG102 shows
that the drainage area and impervious areas are slightly different than that submitted on the permit
application page 3. How does this affect your calculations for the stormwater system? Please comment on
this matter. I believe you should update the permit application to match the latest numbers.
In addition, have the numbers for drainage area and impervious area changed for the AET Center? How do
the numbers in the drainage area table on drawing CG102 match up with the numbers shown on the permit
application page 3? It looks like the numbers in the permit are much greater. I had a hard time making a
comparison on this one.
Please feel free to call if you would like to discuss.
Steve
crift",c Q. IPU � ,
Environmental Engineer
Land Quality Section
Wilmington Regional Office
NC DENR, Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext.
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Website: www.ncdenr.gov
E-Mail: [e-mail]
Before printing this email, please consider your budget and the environment.

Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third
parties unless the content is exempt by statute or other regulation.

Pusey, Steven
From: Pusey, Steven
Sent: Thursday, July 30, 2015 3:00 PM
To: '[e-mail]'
Cc: Mark Arcuri
Subject: New set of plans for Advanced & Emerging Technologies Center
To the Attention of: Ken Pearce, CFCC
Ken,
Per our discussion, please send two (2) copies of the latest set of plans for the Advanced & Emerging
Technologies Center, Buildings NE — A+ET and NF — Heatt.
It will help expedite the permit if the sets you submit have the exact pages as described below. We need the
following plan sheets in each set:
Building NE- A+ET
Sheet Nos.
CD101
CG101,102
C11101
CG501, 502-'
LG101,102;103'�
LS101;102,-103
LS501, 502 ,0
Building NF — Heatt
Sheet Nos.
CD101
CG 101,102
CG501-,-502`
CU501'
LG101,102,103%
LS101(102F,103/
LS501/50W503 /
I look forward to receiving them soon. Let me know if you have any questions or comments.
Thanks,
Steve
cftmvv.m Cr. Pw INN
Environmental Engineer
Land Quality Section
Wilmington Regional Office
NC DENR, Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext.

Wilmington, NC 28406
Phone: [phone]
Fax:910-sbo-2o04
Website: www.ncdenr. oov
E-Mail: steven.pusey(g ncdenr.Qov
Rafnro nrinf;nn fhic m^1a11, P%ase enn-fder your budget and the environment
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third
parties unless the content is exempt by statute or other regulation.

C R I S E R
TROUTMAN
TANNER
TRANSMITTAL LETTER
TO:
FROM:
STEVE PUSEY
Mark T. Arcurl, PE
COMPANY:
DATE:
NCDENR - Stormwater
July 9, 2015
ADDRESS:
CTTS PROJECT NUMBER:
127 Cardinal Drive Extension
6729 - NCDENR Stormwater Permit
Wilmington, NC 28405
PHONE NUMBER:
CLIENT'S REFERENCE NUMBER:
796-7215
RE:
Cape Fear Community College
Advanced & Emerging Technologies Center
WE TRANSMIT ❑ ATTACHED ❑ UNDER SEPARATE COVER ❑ HAND CARRIED BY ❑ UPS/FEDEx UPS GROUND
THEFOUAIMNG: ❑ TRACINGS ❑ PRINTS ❑ INSPECTIONREPORT ❑ SH0PDRAWII9GS ❑ SF'EgFICATIONS ❑ OTHER
COPIES
DATE
SHEET NO.
DESCRIPTION
REMARKS
2 COPIES
07/01/15
CG101
C1.1501
EC & SW Plan
Utility Details
:.:JUL 0 9 201
L
her:
NOTES/COMMENTS:
JUL 0 9: 4`015
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
WILMINGTON - RALEIGH - CHARLOTTE - ATLANTA
P.O. Box 3727 Wilmington, NC 28408 1 3809 Peachtree Ave. Suite 102 Wilmington, NC 28403 p 910.397,2929 f910.397.2971 cttengineering.com

Pusey, Steven
From: Mark Arcuri <[e-mail]>
Sent: Friday, June 26, 2015 9:33 AM
To: Pusey, Steven
Cc: 'ColeJenest & Stone - Scott A. Hazard' ([e-mail]); Jennifer Attride;
ColeJenest & Stone - Robert T. Beale
Subject: RE: CFCC North Campus / SW8 990923 MOD
Steve, I received approval yesterday stating the College will add a roof canopy over the truck wash. Therefore, the
automatic diversion valve is not needed. Therefore, the truck wash will flow to CFPUA only. Nothing will flow to storm
drain. You should get revised pians Wednesday next week. Thanks!
Mark T. Arcuri, PE
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
-10.'.: i.`:.1
t_: marcuri(-cttenaineerina.com
x www.cttenaineerina.com
CON! IDENTIALL fY NOTE: Tiv. in orm:.tion tr :n,mAted and any filci. ve h this c-rr: ;il is int3nd ;;; Col —A,.- fcr -st c'tl:.: person or rntity :o wh is ad4r:; .:-..d and My
cc •it iu c,niidr iti.l .,nd; or p: iv;• _. ^d m :t::nJ.: yc .i arc not tir. i it_. dLo r_::ip;, . of tl '3 m•. �s:,g•. or .: , :: +r. f , I r ..•:.onsik gore• w�rirr thy L- .r ,': to .,:. i•rt_au :i
pr..rt yDu are hereby no a _rat vny w,-,, r w ew, retran rots• -ion, c sE i nation, dr *r c. rtion rprcd t:.-n, cop i a or iy am, :i t t-n on ' email cr any c it:
ad r trt:enY3 r.7 rt-.ar:e uac.r this "tri 1}• l:•rolnit to ; 7u r_caicea t - .-niif in r_r.or, ple.;-c A: ieJk-' e, c :r:Actt. :::,Tier;: en,ry.�_n.a:1:• .;
p, rm_n. r,:iy c • . t z din .i e -m:0: on( �r compukl or c •: tp,. c .::;s , n. Any .:• ; -_.tK r a. 1 in rt ._ m•. s.>r. •- .:. _ ,r - e ir. 'rtdual
nd m.- • not r.,f:.,,t the �.k of ihe.Wrrtpany.
From: Mark Arcuri
Sent: Thursday, June 25, 2015 3:46 PM
To:'Pusey, Steven'
Cc: 'ColeJenest & Stone - Scott A. Hazard' ([e-mail]); Jennifer Attride
Subject: RE: CFCC North Campus / SW8 990923 MOD
I am checking..... Will let you know. Thanks.
Mark T. Arcuri, PE
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
r `.'1: .7 y20 . J
r,t
marcuriOcttenaineerina.com
www.cftenaineerina.com
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con,�.in c. of -.,nti,.l .: tdio'r: iv, Aci • .-A rent in •ir
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From: Pusey, Steven[mailto:[e-mail]]
Sent: Thursday, June 25, 2015 11:00 AM
To: Mark Arcuri
Cc: 'ColeJenest & Stone - Scott A. Hazard' ([e-mail]); Jennifer Attride
Subject: RE: CFCC North Campus / SW8 990923 MOD
Mark,
What's the latest on this one?
Thanks,
Steve
From: Mark Arcuri fmailto:marcuri(&cttengineering.com]
Sent: Monday, May 11, 2015 10:30 AM
To: Pusey, Steven
Cc: 'ColeJenest & Stone - Scott A. Hazard' (hazardsc(cbcolejeneststone.com); Jennifer Attride
Subject: RE: CFCC North Campus / SW8 990923 MOD
Steve, last week, CFCC decided to add back a roof over the truck wash area. This is good news. This will allow us to
eliminate the automatic diversion valve, and also plumb the truck wash drain to the CFPUA sewer ONLY. There will not
be any connection to the storm drain system or pond. Just wanted to let you know we have not forgotten about
you. Please hold the package. I am supposed to get a revised p:an with the roof late this week or so. Then, the
landscape architect and I will update our site plans and I will resubmit to you. Appreciate your patience. Per your
request below, I want to provide you with estimated resubmittal timeframe. Realistically, it'll probably be two weeks
when you see the revised package. Let me know if you have any issues with this. Thanks again.
Mark T. Arcuri, PE
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
rr! ^.;_7.; 1-
marcgri,' )cttenaineerina.com
.�410- www.cttenaineering.com
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From: Pusey, Steven [mailto:[e-mail]
Sent: Monday, April 13, 2015 3:02 PM
To: Mark Arcuri
Subject: CFCC North Campus / SW8 990923 MOD
Importance: High
Mark,

We just issued the renewal of the subject stormwater permit. However, we still need some additional information
before we can issue a modification. We have serious concerns with the collection system for the HEATT site where the
college wants to tie their truck washing area to the stormwater lines via a drop inlet with an automatic valve designed to
be normally closed, allowing flow into the stormwater system, but to open during truck washing to allow wash water
(considered wastewater) to flow to the sanitary sewer system. We cannot approve a modification where we are
allowing this combo based on the proper maintenance of the vehicle wash area and proper operation and maintenance
of an automatic value. There are no assurances that that this will be handled properly.
State Stormwater rules do not allow any wastewater to go into the stormwater pond, therefore they cannot add pipes
to transport wastewater into the stormwater system in any way, such as connecting a vehicle wash area to the
stormwater pond. Therefore, please change your plans to show a different piping configuration for truck washing area.
The only other possibility is that this state stormwater permit be converted and or combined with an NPDES stormwater
permit (for this particular area) that requires monitoring and sampling for the vehicle wash site. There is a NCG080000
for Transit and Transportation.
Please advise a time frame for making these modifications to your plans and resubmitting. We assume it won't take
more than a couple weeks but more time can be granted if needed.
I look forward to your response.
Thanks,
Steve
SteVen JC, f'We-7
Environmental Engineer
NCDENR - Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext.
Wilmington, NC 28405
Ph.[phone] / Fax [phone]
http://portal.ncdenr.org/web/ir/stormwater
qw- Before printing this email, please consider your budget and the environment.
E-mail correspondence to and from th"s address may be subject to the Norte Carolina Puh!ic Records Law and may be disclosed to third parties.

C R I S E R
TROUTMAN
TANNER
TRANSMI-rrm ! OTTER
TO:
FROM:
STEVE PUSEY
Mark T. Amuri, PE
COMPANY:
DATE:
NCDENR - Stormwater
June 23, 2017
ADDRESS:
CTT'S PROJECT NUMBER:
127 Cardinal Drive Extension
6729 - NCDENR Stormwater Permit
Wilmington, NC 28405
PHONE NUMBER:
CLIENT'S REFERENCE NUMBER:
796-7215
RE:
Cape Fear Community College
Advanced & Emerging Technologies Center
WE TRANSMIT: ❑ ATTACHED ❑ UNDER SEPARATE COVER ❑ HAND CARRIED BY ❑ UPS/FEDEX UPS GROUND
THEFOLLOWING: ❑ TRACINGS ❑ PRINTS ❑ INSPECTION REPORT ❑ SHOPDRAWINGS ❑ SPECIFICATIONS ❑ OTHER
COPIES DATE SHEET NO. DESCRIPTION REMARKS
10RIG 6/23/17 Storm cert
NOTES/COMMENTS:
If you have any questions, just let me know. Thanks.
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
WILMINGTON • RALEIGH • CHARLOTTE
C I "
+ JUN
2 8 2017 Ell,
BY:
�r
J
P.O. Box 3727 Wilmington, NC 2M I 38M Peachtree Ave. Suite 102 Wilmington, NC 28403 p910.397.2929 /910,397.2971 cttengineering.com

Pusey, Steven
From: Pusey, Steven
Sent: Monday, April 13, 2015 3:02 PM
To: Mark Arcuri
Subject: CFCC North Campus / SW8 990923 MOD
Importance: High
Mark,
We just issued the renewal of the subject stormwater permit. However, we still need some additional information
before we can issue a modification. We have serious concerns with the collection system for the HEATT site where the
college wants to tie their truck washing area to the stormwater lines via a drop inlet with an automatic valve designed to
be normally closed, allowing flow into the stormwater system, but to open during truck washing to allow wash water
(considered wastewater) to flow to the sanitary sewer system. We cannot approve a modification where we are
allowing this combo based on the proper maintenance of the vehicle wash area and proper operation and maintenance
of an automatic value. There are no assurances that that this will be handled properly.
State Stormwater rules do not allow any wastewater to go into the stormwater pond, therefore they cannot add pipes
to transport wastewater into the stormwater system in any way, such as connecting a vehicle wash area to the
stormwater pond. Therefore, please change your plans to show a different piping configuration for truck washing area.
The only other possibility is that this state stormwater permit be converted and or combined with an NPDES stormwater
permit (for this particular area) that requires monitoring and sampling for the vehicle wash site. There is a NCG080000
for Transit and Transportation.
Please advise a time frame for making these modifications to your plans and resubmitting. We assume it won't take
more than a couple weeks but more time can be granted if needed.
look forward to your response.
Thanks,
Steve
5itr eg JC, "'44se-7
Environmental Engineer
NCDENR - Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext.
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 maybe subject to the North Carolina Public Records Law and maybe disclosed to third parties.

i
s
CRiSER TROUTMAN TANNER CONSULTING ENGINEERS
WILMINGTON, NO • RALEIGH, NO
P.O. Box 3727 Wilmington, NC 28406 3809 Peechtree Ave. Suite 102 Wilmington, NC 28403 p 910.397.2929 f 910.397.2971 cttengineering.com

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C R I S E R
TROUTMAN
TANNER
TRANSMITTAL LETTER
TO:
FROM:
STEVE PUSEY
Mark T. Arun, PE
COMPANY:
DATE:
NCDENR - Stormwater
December It 2014
ADDRESS:
CTTS PROJECT NUMBER:
127 Cardinal Drive Extension
6729 - NCDENR Stormwater Permit
Wilmington, NC 28405
PHONE NUMBER:
CLIENT'S REFERENCE NUMBER:
796.7215
RE:
Cape Fear Community College
Advanced & Emerging Technologies Center
WE TRANSMIT: ❑ ATTACHED ❑ UNDER SEPARATE COVER ❑ HAND CARRIED BY ❑ UPS/FEDEX UPS GROUND
THEFOUJOWING: ❑ TRACINGS ❑ PRINTS ❑ INSPECTION REPORT ❑ SHOP DRAWINGS ❑ SPECIFICATIONS ❑ OTHER
COPIES
DATE
SHEET NO.
DESCRIPTION
REMARKS
10RIG &
1 COPY
PAGE 3 OF APPLICATION FORM
1COPY
APPROVED WETLAND MAP
1COPY
12/10/14
PAGE 134A OF CALCULATIONS
PLEASE INSERT INTO CALC BOOK
2 COPIES
12/tl/14
CG101
CG501
LG101
HEATT SITE PLANS AND DETAILS
NOTES/COMMENTS:
©EC 12 20%
Tp IV
DEC c�1
Al:�=
+l
�.by: /V� y.1111�/���// 111
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
WILMINGTON • RALEIGH • CHARLOTTE • ATLANTA
P.O. Box 3727 Wilmington, NC 28Q6 1 38M Peachtree Ave. Suite 102 Wilmington, NC 28403 p 910.397.2929 f910.397.2971 cttengineering.com

CRI8ER
TROUTMAN
TANNER
December 11, 2014
NCDENR
Steve Pusey
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Cape Fear Community College
Advanced & Emerging Technologies Center
SW8-990923
A. See attached wetland map as requested.
As per our coordination, this does not apply to this project.
+-T. The detail requires seeding per seeding schedule. The seeding schedule is on the
// same sheet. There are no trees proposed in the pond area.
We corrected the error on the application.
�5. The note has been corrected.
--i., The top elevation of the outlet structure has been corrected.
%7. We added these items to the detail on the detail sheen.
A Notes regarding the grating were in two separate locations, and we regret that. We
have combined the grating notes into one. We specify spacing no larger than 4 inches.
f 9, Dimensions now shown for pond.
�4. See attached calculations for non -erosive velocity exiting the pond.
11. Noted. Thank you.
Respectfully submitted,
CRISER TROUTMAN TANNER
CONSULTING ENGINEERS
A
Mark T. Arcuri, P.E.
President, Project Manager, Project Civil Engineer
6729
MTA/mta
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
WILMINGTON,NO - RALEIGH, NO - CHARLOTTE, NO - ATLANTA,GA
P.O. Box 3727 Wilmington, NC 28406 13809 Peachtree Avenue, Suite 102 Wilmington, NC 28403 p 910.397.2929 t910.397.2971 cttengineedng.com

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Govemor
September 24, 2014
Ted D. Spring, President
Cape Fear Community College
411 North Front Street
Wilmington, NC 28401
Subject: Request for Additional Information
Stormwater Project No. SW8 990923 MOD
Advanced & Emerging Technologies Center - CFCC - North Campus
New Hanover County
Dear Mr. Spring:
John E. Skvada, III
Secretary
The Wilmington Regional Office received and accepted a modified State Stormwater Management Permit
Application for Advanced + Emerging Technologies Center — CFCC — North Campus on August 14, 2014. A
preliminary in-depth review of that information has determined that the application is not complete. The
following information is needed to continue the stormwater review:
f l . Please provide a copy of the wetlands delineation map signed by the Corps of Engineers or at least a
copy of the unsigned delineation map that was submitted to the Corps.
2. All BMP's and swales must be located in designated common areas, public rights -of -way or drainage
easements. Please locate and label all common areas, rights -of -way and access/drainage easements on
the plans, to be recorded with the final plat.
V13. In addition to the species to be planted on the 10:1 vegetated shelf, please specify the vegetation types
to be planted on the side slopes of the BMP. Be sure that the landscape plan includes a calculation of
the square footage of shelf area and the minimum number of wetlands plants - 50 for every 200
square feet of shelf area. Do not plant trees within 10 feet of inlet or outlet pipes, spillways or flow
spreaders. Tree species with water -seeking roots such as weeping willows and poplars, should be
avoided within 50 feet of pipes or manmade structures. Evergreen trees which produce relatively little
leaf -fall are preferred in areas draining to detention devices. Trees should be set back so that branches
do not extend over the permanent pool.
�he drainage area for pond 5 listed in the application is less than that shown on the Supplement and
the calculations. Please explain or revise as needed.
15. There is a note on the Grading Plan Sheet LG101 that says "See Sheets CG102 & CGIO5 for drainage
ZTh
d detention." No sheet CG105 was found in the set. Please explain or revise.
e detail for the outlet structure shows a concrete top at 19.5' elevation. That seems low since the
permanent pool elevation is 30'. Please explain or revise. Note that you need to show the orifice
elevation and size.
Division of Energy, Mineral, and Land Resources
Land Quality Section —Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 - [phone] / Fax: [phone]

Cape Fear Community College
September 24, 2014
Stormwater Application No. SW8 990923 MOD
7. On the pond detail,�ease also include t e elevation of the temporary pooh the SHWT, the sediment
cleanout elevatiorf, bottom elevation, and the emergency weir elevation!Also show that the vegetated
shelf extends 6" below and 6" above the permanent pool elevation
Please provide a detail for the trash rack of the outlet structure. It should show or note the size of the
openings (<6" square).
/9. Please show dimensions for each line and arc formed by the permanent pool contour.
. All runoff that us directed to flow through any 401/404 wetlands shall flow into and through the
wetlands at a non -erosive velocity, which is based on the peak flow from the 10 year storm. Please
provide more information about how this has been addressed.
✓ l i . If the project is within 5 statute miles of a public airport, the Division cannot require the use of a
BMP with a permanent pool of water. A copy of the permit will be forwarded to the airport's director
who may elect to adjudicate the permit if the applicant has chosen to use a BMP with a permanent
pool of water.
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 October 24, 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.
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,
Steve G. Pusey
Environmental Engineer
GDS/sgp: G:\WQ\Shared\Stormwater\Permits & Projects\1999\990923 HD\2014 09 addinfo 990923
cc: Mark Arcuri, PE — Criser Troutman Tanner Consulting Engineers
Wilmington Regional Office Stormwater File
Page 2 of 2

SITEWORK NARRATIVE
and
STORMWATER CALCULATIONS
Project:
Cape Fear Community College
Advanced & Emerging Technologies Center
Location:
Castle Hayne, North Carolina
Prepared for:
Cape Fear Community College
411 North Front St.
Wilmington, NC 28401
CRISER
TROUTMAN
TANNER
ECEIVE
AUG 14 2014 t
BY:
Prepared by:
Mark T. Arcuri, PE
Criser Troutman Tanner Consulting Engineers
3809 Peachtree Avenue
Suite 102
Wilmington, NC 28403
August 8, 2014
�`
V S
Firm License No. F0113
C&T Job 6729

TABLE OF CONTENTS
Narrative.........................................................................................................
IDFCurves.......................................................................................................... 2
AETPipe Calcs................................................................................................ 3-5
;SET East Pipe Calcs.................................................................................... 6 - 37
AETWest Pipe Calcs.................................................................................. 38 - 69
HEATTPipe Calcs..................................................................................... 70 - 106
ColorUSGS Map..............................................................................................107
NOAARainfall Data..........................................................................................108
NCDENRStorm Caics.............................................................................109 - 115
Pre Post Runoff Calculations...................................................................116 - 127
Emergency Weir Calculations for HEATT Pond...............................................128
ErosionControl Calcs.............................................................................. 129 - 134
SoilSurvey..............................................................................................135 -136
SoilsReport .............................................................................................137 -139
Deeds
.................................................................................................................140 - 153

GENERAL
Cape Fear Community College is constructing the Advanced and Emerging
Technologies Center. The project is at approximately 4500 Blue Clay Road in Castle
Hayne, New Hanover County. The project is within the New Hanover County Zoning
Jurisdiction. The project will consist of two separate facilities at the North Campus.
The AET facility (made up of two buildings) will house veterinary tech and other
programs. The HEATT facility (one single building) will house heavy truck
maintenance and other programs. Both facilities will be built to be flexible, so the
College can quickly adjust to market and local business demands for training their
workforces.
The AET building and associated parking lot will drain to the existing Pond #3. The
drainage area and the impervious area are within the future allotted values as shown
on the existing NCDENR Stormwater permit.
The parking lot for AET will be in the Duke Energy Progress (DEP) High Voltage
Overhead power line easement. DER will not allow raising grade in this area, due to
minimize clearances required under the high voltage lines. Therefore, the parking lot
is designed with finished grades roughly equal to existing. The parking spaces for
AET will be pervious concrete while the drive aisles will be asphalt.
The HEATT building will flow to a new stormwater pond. Stormwater pipes will be
installed across the existing Education Loop Road, which has an existing storm drain
line in the road. Two new pipes will be installed at this crossing in order to clear the
existing pipe.
The HEATT Building will have a truck wash area. The truck wash area will be open
(not under cover). Trucks will be washed with a water hose, or a pressure washer. A
drop inlet is provided in the wash area. An automatic valve is provided in the bottom
of the inlet. When the water faucet senses water flow, a pressure signal is sent to
the automatic valve. The valve will open and allow water to flow to a grit removal
chamber, and then to an oil water separator. The resultant treated wash water will
then be routed to combine with the domestic sewer. During all other times (not
washing), the valve in the drop inlet will be closed, allowing water to flow to the storm
drain system (and on to the new pond).
Erosion control will primarily be in the form of silt fence around the perimeter of each
area, and gravel inlet protection. The existing pond #3 and the new HEATT pond will
further treat the runoff by removing suspended sediment.
End of Narrative

F Hydraflow OF Report
Return
Period
Equation Coefficients (FHA)
(Yrs)
B
D
E
(N/A)
1
0.0000
0.0000
0.0000
2
171.3185
25.1001
0.9905
-- -
3
0.0000
0.0000
0.0000
5
164.8977
26.4001
0.9324
10
161.1999
26.6001
0.8991
25
185.0618
28.2001
0.8916
-----
50
201.4255
29.2001
0.8841
100
215.5537
29.8001
0.8767
Intensity = B / (Tc + D)^E
Return
Period
(Yrs)
Intensity Values (In/hr)
5 min 10 15 20 25 30 35 40 45 50 55 60
1
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2
5.88
5.05
4.42
3.94
3.55
3.23
2.96
2.74
2.54
2.38
2.23
2.10
3
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5
6.63
5.78
5.12
4.61
4.19
3.84
3.55
3.30
3.08
2.89
2.73
2.58
10
7.23
6.33
5.65
5.10
4.65
4.28
3.97
3.70
3.46
3.26
3.08
2.92
25
8.15
7.19
6.44
5.84
5.35
4.94
4.59
4.29
4.03
3.80
&W
3.41
50
8.87
7.86
7.07
6.43
5.90
5.46
5.08
4.76
4.47
4.22
4.00
3.80
100
9.60
8.53
7.69
7.01
6.44
5.97
5.56
5.21
4.91
4.64
4.40
4.18
11,

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Weir
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Resultant HGL (ft)
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NOAA Atlas 14, Volume 2, Version 3 t<%
Location name: Castle Hayne, North Carolina,
US*
Coordinates: 34.3213,-77.8742 !
Elevation: 38ft*
• scone: Googie Maps
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonnin, D. Marlin, B. Lin, T. Parzybok, M.Yekta, and D. Riley
NOAA, National VVoa#w Service, Sliver Spring, Maryland
PF tabular I PF graphical I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)1
Average recurrence Interval (years)
Dorado
���
10
�®
100
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1000
0.520
5.618
0.725
0.805
0.909
0 887
7.07
1.15
1.25
7.34
5-min
(OAN-0.561)
(0576-0,665)
(0.673-0.777)
(0.747-0.865)
(0.840-0,975)
(0.907-1.06)
(0.976-1.15)
(1.04-t.23)
(1.13-1.35)
(1.19-1.44)
0.831
0.986
t.16
i.29
1A5
i.57
1.70
l-SZ
1.96
2.11
10-min
(0.775-0.895)
(0.921-1.06)
(1.08-t.25)
(1.20-1.38)
(1.34-1.55)
(t.45-1.69)
(1.55-1.62)
(1.65-1.96)
(1.78-2.13)
(1.88-2.27)
F-ji-.0-47-T-7.2-T-7-146
7.65
1.84
1.99
215
2.50
2.48
2.64
1.5-min
(0.969-1.12)
(1.16-1.34)
(1.36-1.58)
(1.51-1.75)
(1.70-1.97)
(1.83-2.14)
(1.96-2.30)
(2.08-2.47}
(2.24-2.69)
(2.36-2.85)
1A2
1.72
2.08
2.SB
2.72
5.29
5.57
3.97
4.28
30-min
(1.33-1.53)
(1.60-1.85)
(1.94-2.24)
(2.19-2.54)
(2.51-2.92)
(2.76-3.22)
�
(3.OD-3.53)
(32 3.84)
(3.57-4.27)
1.78
2.15
2.67
3.07
3.62
4.06
4.53
5.01
5.68
6.25
60-enin
(1.66-1.91)
1 (2.01-2.32)
1 (2.48-2.87)
I (2.85-3.30)
1 (3.35-3.88)
(3.73-4.36)
(4.14-4.86)
(4.55-5.39)
(5.12-6.13)
(5.57-6.74)
2.10
2.5B
5.27
S 86
4 T1
5A4
&23
7.f1
8.41
9.53
2-hr
(1.94-2,30)
9-36-2.80)
(3.01 3.56)
(3.54-4.20) 11
(4.30-5.12)
(4.94-5.91)
(5.64-6.78)
(6.38-7.72)
(7.46-9.15)
(8.39-10.4)
2 25
2.74
3.57
417
5.16
6.03
&99
8.07
8.71
17.7
3-hr
(2.08-2.47)
(2.53-3.00)
(3.23-3.83)
(3.82-4.55)
(4.70-5.61)
(5.46-6.56)
(6.29-7.60)
(7.19-8.75)
(8.55-10.5)
(9.70-12.1)
2.T9
3 39
4 35
S.iB
6A3
7 53
&77
10.2 11
12.3
14.2
6-hr
(2.58-3.06)
(3.13-3.72)
1 (4.00--4.76)
1 (4.753.66)
1 (5.86-7.00)
(6.82-8.20)
(7.88-9.53)
(9.02-11.0)
(10.8-134)
(12.3-15.4)
38)
113
(4.�-5.65)
6.14
(5.58-6.75)
7.68
(6.92-8.41)
8.05
(8.11-9.89)
10.6
(9.43-11.8)
i2A
(10.9-13.�
15.1
13.1-16.5)
17.5
(15.0-19.1)
M(4
231
(SA3-575)
(6.50-8.08}
(8.07-10.1)
(9.46-12.0)
(11.0-14.1)
(12.7-16.5)
15.2-20.3)
(17.3-23.7)
7.03
&37
10.4
12.220.1
25.212)
(6.38-7.85)
(7.57-0.36)
1 (9.34-11.7)
(10.9-13.7)
(12.5-16.D)
(14.4-1B.7)
(17.0-22.8)
(19.3-26.4)
84
7A4
8 82
i0.9
i2.7
i4.8
1Z0
20.5
23.5
��5
(4.403.41)
(6.31-6.53)
(6.75-8.32)
(7.97-9.86)
1 (9.76-12.2)
(11.3-14.2)
(13.0-16.6)
(14.8-19.2)
(17.4-23.2)
19.7-2B.8)
5.15
( 6�0 �i
7 86
8 27
(4.68-5.75)
(5.64-6u.83)
(7.11-8.78)
(8.36-10.4)
2-1
(102-12.7)
.7-1
(11.7-14.8)
.4-1
(13.4-17.1)
.2-1
(15.2-19.7)
.8-2
(17.8-23.6)
.0-2
(20.0-27.1)
!i 93
7.15
8.99
10.5
12 8
14.7
i6.7
19.0
22.5
25.1
7�ay
(5.45-6.53)
1 (6.57-7.87)
(823 989}
(9.61-11.6) 11
(11.6-14.1)
1 (t3.2-16.2)
(15.0-18.5)
(16.8-21.0)
(19.4-24.9)
(21.5-28.1)
6.71
-am-
2
2B.S
10{lay
(6.17-7.34)
8.
(7.�-8.79)
(9.14-t09)
.6-1
(10.6-12.7)
(12.7-15.2)
.7-1
.4-1
(14.4-17.4)
.1-1
(16.1-19.7)
.0
(18.0-22.3)
.7-2
20.7-26.2)
8.99
10.7
13.0
15.0
77.7
20.0
22.4
25A
28.6
31.6
20-day
(8.34-9.74)
(9.94-11.6)
1 (12-1-14.1)
1 (13.9-162}
1 (16.3-19.2)
(18.3-21.7)
(20.4-24.4)
(22.5-27.3)
25.5-31.5)
(27.8-35.0)
31.7
S4A
30-day
.3-1Iii.
(10.3-11.8)
.319T.9
(1?..3-14.1)
(i4.7-16.9)
(18.7-19.1)
(19.4-22.3)
A-2
.5-2
(21.5 24.9)
.6.6
(23.8-?.7.6)
(25.7-30.4)
(28.6-34.4)
(30.8-R7.6)
13.8
16.3
18.3 1
F 21.8
25.4
27.8
30.6
33A
37.3
40.5
45-day
(13.0-14.7)
1 (15.3-17.4)
1 (18.2-20.6)
1 (20.4-232)
(23.5-26.8)
(25.9-29.7)
1 (28.3-32.7)
(30.7-35.9)
33.9-40.2)
(36.4-43.8)
16.5
19.5
22.6
25A
28.9
31.7
34.4
37.2
40.8
43.6
BO y
(15.6-17.6)
(18.4-20.7)
(21.5-242)
(23.9-27.0)
(272-30.8)
(29.6-33.7)
(32.0-36.7)
(-4.4-39.8)
(37.5-44,0)
(39.8-47.2)
Precipitation frequency (PF) estimates In this table are based on haquency analysis of partial duration series (PDS).
Numbers in paterittresis arc PF estimates at Iowa and upper bounds of the 90% confidence interval. The probability that Precipitation frequency estimates
((or a given duration and average recurrence hwA@ will be greatathan the upper bound (or less than the Iowa bound) Is 5%. Estimates at upper
bounds are not dnedoed against probable mmdmurn preciplietion (PMP) estimates and may be hlgher then currently valid PMP values.
Please refer to NOAA Alias 14 document for morn infomration.
IsacK SO i Op
PF graphical
I-- http://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=34.3213&lon=-77.8742&data... 7/15/2013

NEwrAvovn cmm7&VRn,fWAT,UDMrcNMANU,iL 101-
SEMYON40 - RUNOFFDMMtM I tMNPROCBDURES
TABLE 40-1
RUNOFF COEFFICIENT FOR VARIOUS LAND USES
Typical Values **
Slope
Land[-UseMin.
Sandy Sons
ClaySoils
Maxi
Wm.
MaM
Flat
Woodlands
a.io
0.1
PEE
A. 0.1
0.20
o-
_ 2�0)
*Pads grass, 8i Farmland
0.15
0.20
0.2Q
0.25
Rooftops and pavement
0.95
0.95
0.95
0.95
Single family Residential:
i!2 acre lots and Eger
0.30
0.35
0:35
0.45
Smaller lots
Multi -family Residents is
0.35
0.45
0.40
0.50
Duplexes
0.35
0.45
0.40
0.50
Apartments, townhouses,
and cook
0.45
0.60
0.50
0.70
CG!Mne�ial and Industrial
0.50
0.95
0.50
0.95
Rolling
.(2 7*'o)
Woodlands
*PastUress grass, & Farmland
0.15
-0.20
0.20
0.25
Rooms and pavement
0.20
-0.95
0.25
0.95
0.25
0.95
0.30
0.95
Single iamly Residential:
D2 acre lots and larger
0.35
0.50
0.40
0.55
Smaller lots
Multi -fan* Residential:
0•40
0.55
0.45
0.60
Duplexes
0.40
0.55
0.45
0.60
Apartments, townhouses,
and cones
0.50
0.70
0.60
0.80
dal and7ndustrial
0.50
0.95
0.60
0:95
*Coefficients
assume good ground cover and conservation went
**Weighted coefficient based on parentage of impervious surfaces and green areas must be
selected for each site.
ADOPTED SEA s, ZOOp P.sGE 4Q3

TABLE 40-4
HYDRAULIC SOILS GROUM IN NWSW HANOV= COUIVTy
Symbolmap Gro
. _ Son Hydrologic
uPsoil Type
Ba
D
BaYbow
Be
A
Bayer
Bh
'`
B ymeade-Urben Lead Comple�c
B
#
Bonow Piet
C
(men
DO
D
Donovan
JO
D
Johnston
Ke
A
Kenansville
Kr
A
Kumb
Ko.
l mzb-Urban Laud Complex
La
A
Lakeland
Le
JDLea�n
BLO
i
*
�_` * ,,_�
LewUrban Land Ccmplex
Is
C
Lynchbwg
LY
BfD
Lynn Haven
f
Mine Pits
Nft
A
Ne�vhan
No
B
Norhlk
Oa
B
Onslaw
An
D
Pamlico
Pn
B/D
Pufto
Ra
BJD
Rains
Rm
A
Rimini
Se
AID
Seagate
Sh
SOMOeAftan Land Complex
St
C
Stalling
Im
Tidal Marsh
ter * Urban Land
Wa - A Waknlla
Wo BID Woodingb n
Wr C W&Sbaw
s Requires Field Judged by D om, Subject to COnCwwce,Of Comity Fa&w AID Rghn
todrahammdinhd.
Som'": Urban DYdr*IBY fOr Small WdmAmk USDA-SCS, 210-Vi T#t 55, Secmd Ed., June 19S6
AWPM }
&T UM5, 2WO PAGE40-7
do

r
TMIX 4"
SCS CURVE NUAIMM FOR VARIous CovER COMMOM
FuHy Devilpped Urb.nAnas
Poor Cmftou (< wA )
Fair Candition (50-75% grass)
Hood Canes i5 75% gam)
Aces.
Pavement, rooft
Gravel
Dirt
Urban Districts
commacwandBusimus
. trial
Residential Areas (by Lot Size)
IM acre (Town Houses)
Y4 ace
U3 acre
112 acre
1 acre
2 acmes
Aocultwd area
Pashue6 passhnd
Poch
Fair
Good
Meadow (moved)
Brash
Poor
Fair
Good
Woods
Poor
Fair
Good
Hy&=& SW QoV Pit
A 8 C O hVwAom
t.
68 79 86 89
49 69 79 84
39 61 74 80
98 98 98
76 85 89 91
72 82 87 89
.89
92
%
85
81
88
91 93
72
77
85
90 92
65
61
75
83 87
38
57
72
8.1 86
30
54
70
80 85
25
51
68
79 84
20
46
65
77 82
12
68
79
86 89
49
69
79 84
39t
bl
g0
30
58
7i 78
_ .►tin A 5
48
67
77 83
35
56
70 77
32
58
72 79
45
66
77 . 83
36
60
73 - 79
30
55
70 77
Row OOM straight, good 67 78 85 89
Row Chqz,, 65 75 82 86
SmQR ��
good 63 75 82 86
Farmsteads 59 74 82 86
SOMw- SCS TR-55 (SCS,1986)
ADOP=SBBBR5, 2000
PAGE40-8

Wet Detention Basin Routing Calculations
CFCC A&ETC - HEATT Building
August 8, 2014
by: Mark T. Arcuri, PE
Data:
3.83 1 YR - 24 HR Rainfall Depth (in) - from NOAA Rainfall Maps
0.16 Rainfall (in/hr) (1) (Rainfall Depth/24)
130,593 Impervious Area (SF
3.00 Impervious Area (AC)
39,104 Pervious Area (SF)
0.90 Pervious Area (AC)
169,697 Total Drainage Area (SF)
3.90 Total Drainage Area (AC)
0.78 C post (See Table)
31.0 Predevelopment Top H (ft)
30.0 Predevelopment Bottom H (ft)
680 Predevelopment L (ft)
2.0 Factor
Description on Choice of Factor
Overland Flow Grass
29.2 tc (minutes) [((L3/H)0.385)/128j
Non -SA Waters:
Draw Down:
0.15 Predevelopment C
Description on Choice of Predevelopment C
Flat (0-2%), Sand and Clay Soils, Woodlands
0.78 Postdevelopment C
0.093 Q (cfs) (1 YR - 24 HR) Predevelopment (Q=CIA)
0.483 Q (cfs) (1 YR - 24 HR) Postdevelopment ((1=CIA)
0.39 Q (cfs) Flow to be Controlled
77% Impervious Percentage (1) (See Table)
0.743 Rv (0.05 + 0.91)
1.5 Required Inches
15,752 Volume Required (a) (3630 * Rv * Required Inches * Total Drainage Area) (Simple Method)
29,366 Total Volume Provided Between Permanent Pool and Temporary Pool (CF)
67,943 Volume Provided Below Permanent Pool (CF)
15,983 Surface Area Provided at Permanent Pool (SF)
4.3 Average Depth (FT) (Volume Below PP / Surface Area at Permanent Pool)
6.36 SA/DA
Description on Choice of SA/DA
Coastal, 90% Removal, Average Depth
10,793 Surface Area Required at Permanent Pool (SF)
31.5 Temporary Pool (ft)
30.0 Permanent Pool (ft)
1.5 H (ft) (Temporary Pool - Permanent Pool)
0.6 C (unitless) Orifice Coefficient
2.0 Try this office diameter (inches)
0.074 Q (cfs) Draw Down Rate
2.5 Draw Down Time (days)
Between 2 and 5 - OK
1IZ
L

Soils:
81% Torhunta and
19% MutvtII6 fine
Sands
C
71
98
92
33
30
Soil Type
Hydrologic Soil Group
SCS Curve Number (Pervious Areas)
Description on Choice of Pervious SCS Curve Number.
Fully Developed Open areas - Open Space - Good Condition (>75% Grass)
SCS Curve Number (Impervious Areas)
Composite SCS Curve Number
Postdevelopment Top H (ft)
Postdevelopment Bottom H (ft)
1280 Postdevelopment L (ft)
0.2% Resultant Slope (%) (Htop - Hbottom)/L
0.2 Factor
Description on Choice of Factor
All Impervious Flow Paths
4.0 tc (minutes) [((L3/H)0'3"5)/128]

Stage Storage
CFCC A&ETC - HEATT Building
August 8, 2014
by: Mark T. Arcuri, PE
Forebay:
CONTOUR INCR ACCUM
CONTOUR AREA VOL VOL
[sq ft] [cu ft] [Cu ft]
220 51y2
2 M 614 614
zo 99x 859 1,474 actual bottom as required
•'' Z$ p %297` 1,145 2,618 design bottom
042 1,469 4,088
2:EI Z027 1,834 5,922
i - 445t 2,239 8,161
2545i1(i 2,684 10,845
3.0:0 3,420 3,168 14,013 perm pool
Main Pond:
CONTOUR INCR ACCUM
CONTOUR AREA VOL VOL
[sq ft] ICU ft] [cu ft]
3 02
23Q 4024 3,658 3,658
24,0 . 4�803 4,414 8,072 actual bottom as required
410 &&A4 5,214 13,285 design bottom
26,0 6A87 6,056 19,341
2711 7393 6,940 26,281
28.0 B 340 7,867 34,148
29a3 0 331 8,836 42,983
300 12,562 10,947 53,930 perm pool
Total Volume Below Permanent Pool 67,943 cf
Min Forebay Volume Required (18%) 12,230 cf
Target Forebay Volume (20%) 13,589 cf
Max Forebay Volume Allowed (22%) 14,947 cf
Actual Forebay Volume Provided 14,013 cf
Forebay Volume % of Total Volume 20.6% Between 18 - 22 - OK
Total Pond:
CONTOUR [NCR ACCUM
CONTOUR AREA VOL VOL
[sq ft] [cu ft] [cu ft]
22.0
23.0
4,272
24.0
9,545
25.0
15,903
26.0
23,429
27.0
32,203
28.0
42,309
29.0
53,828
3 0. 0 r 15,983:
67,943 perm pool Ws used for average depth calculation
30.0
16,7Z
0
0 perm pool Ws used for hydrograph routine calculation
31,0
20,715
18,728
18,728
31.5
21,837
10,638
29,366 Primary Weir (Temporary Pool)
31-63
2 Year Pond Level
320
22,979
11,204
40,570
32.00
10 Year Pond Level
92.15
25 Year Pond Level
32.2
Set Emergency Weir
32.34
100 Year Pond Level (through primary weir)
3255
100 Year Over Emergency Weir (Primary Weir Blocked)
33-06
Minimum Top of Dam per NHCO (0.5 FT over 100 Year Blocked)
33.1
25,318
26,563
67,133 Set Top of Dam
Average Pond Depth (APD) equals PP Vol / PP SA
APD = 4.3 OK if greater than 3
lit

Pond Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3DE 2013 by Autodesk, Inc. v10
Saturday, 08 / 9 / 2014
Pond No. 7 - HEATT Pond
Pond Data
Contours -User-defined contour areas. Average end
area method used for volume calculation. Begining Elevation = 30.00 ft
Stage / Storage Table
Stage (ft) Elevation (ft)
Contour area (sgft)
Incr. Storage (cuft)
Total storage (cuft)
0.00 30.00
16,740
0
0
1.00 31.00
20,715
18,728
18,728
1.50 31.50
21,837
10,638
29,366
2.00 32.00
22,979
11,204
40,570
3.00 33.00
25,318
24,149
64,718
Culvert / Orifice Structures
Weir Structures
[A] [B]
[C]
[PrfRsr]
[A] IB]
IC] [D]
Rise (in) = 30.00 2.00
0.00
0.00
Crest Len (ft)
= 6.00 20.00
0.00 0.00
Span (in) = 30.00 2.00
0.00
0.00
Crest El. (ft)
= 31.50 32.20
0.00 0.00
No. Barrels = 1 1
0
0
Weir Coeff.
= 3.33 3.33
3.33 3.33
Invert El. (ft) = 30.00 30.00
0.00
0.00
Weir Type
= Red Ciplti
- -
Length (ft) = 25.00 28.00
0.00
0.00
Multistage
= Yes No
No No
Slope M = 0.40 0.10
0.00
n/a
N Value .013 .011
.013
n/a
Orifice Coeff. 0.60 0.60
0.60
0.60
Exfil.(Inlhr)
= 0.000 (by Contour)
Multi -Stage = n/a Yes
No
No
TW Elev. (ft)
= 0.00
Stage (ft)
3.00
2.00
1.00
0.00
Note: CulvertlOriflce outflows are anaWed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s)
Stage / Discharge
IMM
Elev (ft)
33.00
32.00
31.00
30 00
0.00 7.00 14.00 21.00 28.00 35.00 42.00 49.00 56.00 63.00 70.00
-= Total Q
Discharge (cfs)

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3138 2013 by Autodesk, Inc. v10
Saturday, 08 / 9 / 2014
Hyd. No. 3
1P
Post Dev Routed
Hydrograph type
= Reservoir
Peak discharge
= 1.104 cfs
Storm frequency
= 2 yrs
Time to peak
= 843 min
i Time interval
= 1 min
Hyd. volume
= 29,211 cuft
Inflow hyd. No.
= 2 - Post DevelopmenReservoir name
= HEATT Pond
Max. Elevation
= 31.63 ft
Max. Storage
= 32,365 cuft
Storage Indication method used.
Hydrograph Discharge Table
(PdnmV lim 99.00%ofQP.)
Time Inflow Elevation
Clv A
Civ B
Clv C PfRsr Wr A Wr B
Wr C Wr D EAU
Outflow
(min) cfs
ft
cfs
cis
cfs cfs cfs cfs
cfs cfs cfs
cfs
836 1.184
31.63
1.113
0.114
--- -- 0.982 ----
-- -- ----
1.096
837 1.172
31.63
1.115
0.114
- - 0.984 ----
- - -
1.098
838 1.160
31.63
1.117
0.114
- - 0.986 --
--- - -
1.100
839 1.149
31.63
1.118
0.114
---- 0.987 ---
--- -- ----
1.101
840 1.138
31.63
1.120
0.114
--- -- 0.988 ----
--- ----- -----
1.102
841 1.128
31.63
1.120
0.114
- - 0.989 -
- - -
1.103
842 1.118
31.63
1.121
0.114
- - 0.990 -
-- --- -
1.104
843 1.108
31.63 «
1.121
0.114
---- -- 0.990 -
-- -- ----
1.104
844 1.099
31.63
1.121
0.114
- -- 0.990 -
- - ---
1.104
845 1.090
31.63
1.121
0.114
--- ---- 0.990 -
- - ---
1.104
846 1.081
31.63
1.120
0.114
- --- ---- 0.989 --
--- -- -----
1.103
847 1.072
31.63
1.120
0.114
----- --- 0.989 ---
---- --- -----
1.103
848 1.063
31.63
1.119
0.114
- - 0.988 -
- - ---
1.102
849 1.055
31.63
1.118
0.114
- --- 0.986 ---
- - -
1.100
850 1.046
31.63
1.116
0.114
---- --- 0.985 ---
- ---- ----
1.099
851 1.038
31.63
1.115
0.114
---- --- 0.983 ----
--- ---- -----
1.097
852 1.030
31.63
1.113
0.114
- - 0.982 -
- - -
1.096
853 1.023
31.63
1.111
0.114
- --- 0.980 --
- ---- -
1.094
..End

C Hydrograph Report
j Hydraflow Hydrographs Extension for AutoCAD® Civil 3D9 2013 by Autodesk, Inc. A 0 Saturday, 0819 / 2014
Hyd. No. 3 1 p�
Post Dev Routed !
Hydrograph type
=Reservoir
Peak discharge
= 1.104 cfs
Storm frequency
= 2 yrs
Time to peak
= 843 min
Time interval
= 1 min
Hyd. volume
= 29,211 cuft
Inflow hyd. No.
= 2 - Post Development
Max. Elevation
= 31.63 ft
Reservoir name
= HEATT Pond
Max. Storage
= 32,365 cuft
Storage Indication method used.
Q (Cfs
7.00
I 6.00
5.00
4.00
3.00
r
2.00
I�
1.00
Q (Cfs)
7.00
5.00
4.00
3.00
2.00
1.00
0.00 0.00
0 300 600 900 1200 1500 1800 2100 2400 2700 3000
Time (min)
Hyd No. 3 Hyd No. 2 I 1 I 1 I f Total storage used = 32,365 cult

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3DO 2013 by Autodesk, Inc. v10
Saturday, 08 / 9 / 2014
Hyd. No. 3
1
1
Post Dev Routed
Hydrograph type
= Reservoir
Peak discharge
= 6.681 cfs
Storm frequency
= 10 yrs
Time to peak
= 790 min
Time interval
= 1 min
Hyd. volume
= 63,407 cuft
Inflow hyd. No.
= 2 - Post DevelopmenReservoir name
= HEATT Pond
Max. Elevation
= 32.00 ft
Max. Storage
= 40,495 cuft
Storage Indication method used.
Hydrograph Discharge Table
(PrirdedvalLm 99.00%ofQp.)
Time Inflow Elevation
Clv A Civ B
Clv C PfRsr Wr A Wr B
Wr C Wr D ExflI
Outflow
(min) cfs ft
cfs cis
cfs cfs cfs cfs
cfs cfs cfs
cis
785 7.494 31.99
6.628 0.064
---- - 6.551 --
----- -- -----
6.616
786 7.317 31.99
6.654 0.064
- --- - 6.577 -
- -- -
6.641
787 7.139 32.00
6.674 0.064
-- -- 6.597 -
-- -- -
6.661
7€38 6.962 32.00
6.687 0.064
---- 6.610 -----
- ---- - --
6.674
789 6.784 32.00
6.694 0.064
- 6.616 --
--- --- ---
6.680
790
6.607
2.00 « 6.694
0.064
- 6.617 --- -
-- - 6.681
I
791
6.430
32.00 6.689
0.064 _---
- 6.611 ----- ----
--- ---- 6.675
792
6.253
32.00 6.678
0.064 ----
-- 6.600 ----- ---
---- -- 6.664
793
6.078
31.99 6.661
0.064 - --
6.584 - --
- - 6.648
794
5.902
31.99 6.639
0.064 -
- 6.562 - -
- -- 6.626
..End

Hydrograph Report
Hydraflow Hydrographs Extension forAutoCAD® Civil 3DO 2013 by Autodesk, Inc. v10
Hyd. No. 3
Post Dev Routed
Hydrograph type
= Reservoir
Storm frequency
= 10 yrs.
Time interval
= 1 min
Inflow hyd. No.
= 2 - Post Development
Reservoir name
= HEATT Pond
Storage Indication method used.
Q (Cfs)
12.00
10.00
8.00
6.00
I
I 4.00
I
2.00
f 0.00
I 0 300 600
Hyd No. 3
L.
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
Post Dev Routed
Hyd. No. 3 —10 Year
Saturday, 08 / 9 / 2014
I
= 6.681 cfs
= 790 min
= 63,407 cuft
= 32.00 ft
= 40,495 tuft
Q (Cfs)
12.00
10.00
1I
M
4.00
2.00
0.00
900 1200 1500 1800 2100 2400 2700 3000
- Hyd No. 2 11 1 1 T Total storage used = 40,495 cult Time (min)

Hydrograph Report
K�
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D®2013 by Autodesk, Inc. v10
Saturday, 08 / 9 / 2014
Hyd. No. 3
110
Post Dev Routed
Hydrograph type
= Reservoir Peak discharge
= 7.934 cfs
Storm frequency
= 25 yrs Time to peak
= 789 min
Time interval
= 1 min Hyd. volume
= 77,942 cuft
Inflow hyd. No.
= 2 - Post Developmenfteservoir name
= HEATT Pond
Max. Elevation
= 32.15 ft Max. Storage
= 44,225 cuft
Storage Indication method used
Hydrograph Discharge Table (Prirdedvalues x99.00%ofOp.)
Time
Inflow
Elevation
Clv A
Clv B
Clv C PfRsr Wr A Wr B Wr C Wr D ExHI
Outflow
(min)
cfs
ft
cfs
afs
cfs cfs cfs cfs cfs cfs cfs
cfs
782
9.317
32.14
7.880
0.051
- -- 7.804 --- -- --- - --
7.855
783
9.114
32.14
7.900
0.051
---- - - 7.826 -- - - -- -
7.877
784
8.909
32.15
7.918
0.051
-- - 7.844 - - - -- -
7.895
785
8.704
32.15
7.931
0.051
----- ----- 7.859 -- - ---- ---
7.910
786
8.497
32.15
7.942
0.051
---- - 7.871 ---- ---- --- -----
7.921
787
8.290
32.15
7.949
0.051
- - 7.878 - - - -
7.929
788
8.084
32.15
7.953
0.050
- - 7.883 - - - ----
7.933
789
7.877
32.15 <
7.954
0.050
----- -- 7.883 - -- - ----
7.934
790
7.670
32.15
7.951
0.050
- - 7.881 - - - -
7.931
791
7.463
32.15
7.946
0.051
- - 7.875 - - -- -
7.925
792
7.258
32.15
7.937
0.051
-- -- 7.865 --- ---- ---- ----
7.916
793
7.053
32.15
7.926
0.051
--- - 7.853 - --- ---- ---- ---
7.904
794
6.849
32.14
7.911
0.051
- - 7.837 - - - - ---
7.888
795
6.646
32.14
7.894
0.051
----- ---- 7.819 --- -- -- - ---
7.870
.End

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3138 2013 by Autodesk, Inc. v10 Saturday, 08 / 9 / 2014
Hyd. No. 3 1 7A
Post Dev Routed
Hydrograph type
= Reservoir
Peak discharge
= 7.934 cfs
j Storm frequency
= 25 yrs
Time to peak
= 789 min
Time interval
= 1 min
Hyd. volume
= 77,942 cuft
Inflow hyd. No.
= 2 - Post Development
Max. Elevation
= 32.15 ft
i Reservoir name
= HEATT Pond
Max. Storage
= 44,225 cuft
Storage Indication method used.
I
I Post Dev Routed
Q (�) Hyd. No. 3 — 25 Year Q (S)
14.00 14.00
n
12.00 II 12.00
10.00 10.00
8.00 8.00
i
i
6.00 li 6.00
I 4.00 , 4.00
I
2.00 2.00
o.00 5�_ .. - —:—- 0.00
0 300 600 900 1200 1500 1800 2100 2400 2700 3000
Hyd No. 3 — Hyd No. 2 I I 1 1 1 I I Total storage used = 44,225 cuft Time (min)

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D®2013 by Autodesk, Inc. v10
Saturday, 08 / 9 / 2014
Hyd. No. 3
la
Post Dev Routed
Hydrograph type
= Reservoir
Peak discharge
= 12.80 cfs
Storm frequency
= 100 yrs
Time to peak
= 778 min
Time interval
= 1 min
Hyd. volume
= 105,088 cuft
Inflow hyd. No.
= 2 - Post DevelopmenReservoir
name
= HEATT Pond
Max. Elevation
= 32.34 ft
Max. Storage
= 48,893 cuft
Storage Indication method used.
Hydrograph Discharge Table (NNW values — 99.00% of op.)
Time
Inflow
Elevation
CIv A
CIv B
CIv C PfRsr Wr A
Wr B Wr C Wr D EAU
Outflow
(min)
cfs
ft
cfs
CIS
efs cfs cis
cis CIS cis afs
CIS
775
13.41
32.34
8.964
0.040
— — 8.924
3.743 — — —
12.71
776
13.18
32.34
8.970
0.040
--- --- 8.930
3.796 ---- ---- ----
12.77
777
12.95
32.34
8.973
0.040
---- ---- 8.932
3.824 --- ----- ----
12.80
778
12.71
32.34 D<<
0
0.040
— --- 8.933
3.827 — — ---
12.80
779
12.47
32.34
8.971
0.040
---- --- 8.931
3.808 ---- --- -----
12.78
780
12.22
32.34
8.967
0.040
--- ---- 8.926
3.768 ----- ---- -----
12.73
...End

Hy►drograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D®2013 by Autodesk, Inc. v10 Saturday, 08 / 9 / 2014
Hyd. No. 3 �Z1
Post Dev Routed
Hydrograph type
= Reservoir
Peak discharge
= 12.80 dFs
Storm frequency
= 100 yrs
Time to peak
= 778 min
Time interval
= 1 min
Hyd. volume
= 105,088 cuft
Inflow hyd. No.
= 2 -Post Development
Max. Elevation
= 32.34 ft
Reservoir name
= HEATT Pond
Max. Storage
= 48,893 cuft
Storage Indication method used.
i
i
i Q(Cfs)
18.00
15.00
1
12.00
1
9.00
f
6.00
fc
E
j 3.00
I
W
Past Dev Routed
Hyd. No. 3 --100 Year
.i�
Q (cfs)
18.00
15.00
12.00
9.00
6.00
3.00
�— t 0 00
0 180 360 540 720 900 1080 1260 1440 1620
Hyd No. 3 Hyd No. 2 i 1.1 1 1 1 t Total storage used = 48,893 cuff Time (min)

Predevelopment Hydrograph Calcs 1
CFCC A&ETC - HEATT Building
August 8, 2014
by: Mark T. Arcuri, PE
81%Torhunta
and 19%
Murville Fine
Sands
Soil Type
Sand
Per Seasonal High Test Report
C
Predevelopment Soil Group
77
SCS Curve Number (Woods Poor)
31.0
Elev Upper
30.0
Elev Lower
680
Length (FT)
0.1%
Slope
I

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2013 by Autodesk, Inc. v10
Hyd. No. 1
Pre Development
Hydrograph type
= SCS Runoff
Peak discharge
Storm frequency
= 2 yrs
Time to peak
Time interval
= 1 min
Hyd. volume
Drainage area
= 3.900 ac
Curve number
Basin Slope
= 0.1 %
Hydraulic length
Tc method
= LAG
Time of conc. (Tc)
Total precip.
= 4.50 in
Distribution
Storm duration
= 24 hrs
Shape factor
Hydrograph Discharge Table
Time — Outflow
(min cfs)
770 3.402
771 3.415
772 3.424
773 3.429
774 3.4
775 3.432
776 3.430
777 3.426
778 3.419
779 3.411
780 3.400
...End
Saturday, 08 / 9 / 2014
R�
= 3.432 cfs
= 775 min
= 31,296 cuft
= 77
= 680 ft
= 81.0 min
= Type III
= 484
( Printed values >= 99.00% of Qp.)

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD@ Civil 31382013 by Autodesk, Inc. v10
Hyd. No. 1
Pre Development
Hydrograph type
= SCS Runoff
Peak discharge
Storm frequency
= 10 yrs
Time to peak
Time interval
= 1 min
Hyd. volume
Drainage area
= 3.900 ac
Curve number
Basin Slope
= 0.1 %
Hydraulic length
Tc method
= LAG
Time of conc. (Tc)
Total precip.
= 7.00 in
Distribution
Storm duration
= 24 hrs
Shape factor
Hydrograph Discharge Table
Time -- Outflow
(min cfs)
769 6.789
770 6.813
771 6.828
772 6.835
773 6
36
774 6.831
775 6.822
776 6.808
777 6.790
778 6.769
F47M
Saturday, 08 / 9 / 2014
= 6.836 cfs
= 773 min
= 61,807 cuft
= 77
= 680 ft
= 81.0 min
= Type III
= 484
( Printed values >= 99.OD% of Op.)

Hydrograph Report
I
I
Hydraflow Hydrographs Extension for AutoCADS Civil 3D® 2013 by Autodesk, Inc. A 0
Hyd. No. 1
Pre Development
Hydrograph type
= SCS Runoff
Peak discharge
Storm frequency
= 25 yrs
Time to peak
Time interval
= 1 min
Hyd. volume
Drainage area
= 3.900 ac
Curve number
Basin Slope
= 0.1 %
Hydraulic length
Tc method
= LAG
Time of conc. (Tc)
Total precip.
= 8.05 in
Distribution
Storm duration
= 24 hrs
Shape factor
Hydrograph Discharge Table
Time -- Outflow
(min cfs)
769 8.269
770 8.294
771 8. 9
772 8.315
773 8.313
774 8.304
775 8.290
776 8.271
777 8.247
... End
Saturday, 08 / 9 / 2014
= 8.315 cfs
= 772 min
= 75,319 cuff
= 77
= 680 ft
= 81.0 min
= Type III
= 484
oK ✓
«1
( Printed values — 99.00%of Op.)

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Sol Map —New Hanover County, North Cana CFCG A&ETC HEATT
13�
Map Unit Legend
tY�rrli�ri�reriraarljr,.�forflt �iz�)
tiJmp 1 j►rM�ol ll t t> .r+eAWWMAM cNA011
tlAu MUrdle flW sand 1.6 19.3%
To Torlarrrta barmy fine sand 6.6 80.7%
Totals for Area of interest &1 100.0%
gaNatural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
9/19/2013
Page 3 of 3
f
L

r
M
April 19, 2013
Cape Fear Community College
411 Noah Front Street
Wilmington, NC 29401
Attention: Mr. Ken Pearce sent via email: k ep arcegcfcc.edu
Reference: Report for Stormwater Suitability Evaluations
Advanced and Emerging Technologies Center and HEATT Building
Cape Fear Community College North Campus
Wilmington, North Carolina
S&ME Project Number 1061-12-211
Dear Mr. Pearce:
S&ME, Inc. (S&ME) is pleased to provide this report for stormwater suitability
evaluation services at the above -referenced site. S&ME was requested by you to perform
these services for the proposed site kWw mew. S&ME has conducted these services
in general accordanCe with'-S&ME Proposal No. 004A-12 dated March 4, 2013.
PROJECT BACKGROUND
It is our understanding that Cape Fear Community College (CFCC) intends to construct
new facilities at their north campus on Blue Clay Road. The project site is located north
of the exiting campus and contains area that is currently undeveloped woodland and
maintained areas. Site plans showing the proposed testing locations were provided by the
project architect, PBC&L.
Based on the New Hanover County Soil Survey, the property is mapped as containing the
Torhunta, Lynn Haven, Murville and Stallings soil series. The Torhunta, Lynn Haven
and Murville series are described as poorly drained to very poorly drained with reported
seasonal high water tables less than one foot below the ground surface. The Stallings
series is described as somewhat poorly drained with a reported seasonal high water table
less than IS below the ground surface.
S&ME, INC. / 3006 Hall Waters Drive, Suite 100 / Wilmington, NC 28405-8786 / p 910.799.9945 / f 910.799.9958 Naww.smeinacom

Seasonal High Water Table Evaluations
Soil Descriptions
Page Four
Matrix
Depth Hue/Value
Location Horizon rhea /Chroma
SW-7 A 0-5 2.3Y 2.511
E
5-9
2.5Y 5/1
Bhl
9-15
IOYR 2/2
Bh2
1.5-18
IOYR 513
Btl
18-24
2.5Y 5/2
Bt2 24 38 23Y 614
136 38-42 2.5Y 6/1
C 4248+ 2.5Y 3/1
Mottle
Hue/Value
/Chrome
TextureJStructune
Black sandy .loam, granular, very
friable
Fine sand, single grain, loose
Very dark brown sandy loam,
moderate, medium angular blocky,
friable
Brown sandy loam, moderate,
medium angular blocky, friable
2.5Y 614
Grayish brown sandy loam,
1 OYR 5/8
moderate, medium angular blocky,
friable; light yellowish brown and
yellowish brown redox
concentrations
2.SY 7/4
Light yellowish brown sandy
2-5Y 4/3
loam, moderate, medium angular
2.5Y 4/2
blocky, friable; pale yellow and
olive brown redox concentrations
and dark grayish brown redox
depletions
7.5YR 5/8
Gray sandy loam, moderate,
medium subangular blocky,
friable; strong brown redox
2.5Y 611
concentrations
Very dark gray clay, sticky, plastic
massive; gray redox depletions
Seasonal High Wvkr Table = 9" below the existing ground sarfwe. Groundwater observed at 9"
below the existing ground surface.

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1Ynap uuiput
rage i or 1
I"
North Campus Lots
New Hanover County Parcel Numbers
Cape Fear Community College - North Campus
1
1 - R02600-004-005-000 - 100.98 Acres
2 - R01800-004-001-001 - 1.29 Acres
3 - R01800-004-001-004 - 1.35 Acres
p®
`k
AZT
*
4 - R01800-004-001-005 - 3.54 Acres;-HV-
5 - R01800-004-001-006 - 1.52 Acres
6 - R01800-004-003-000 - 0.80 Acres
7 - R01800-004-002-000 - 2.85 Acres
p&--r
8 - R01800-004-001-003 - 29.76 Acres
AST
Total - 142.09 Acres
A-Nz� 4h-n
erviceName=overvie... 11/30/2011

BOOK FACE
2360 0100
STATE OF NORTH CAROLINA IN THE GENERAL COURT OF JUSTICE
-i ,'.43RIOR COURT DIVISION
COUNTY OF NEW HANOVER ...�,� FILE NO.:
THE TRUSTEES OF CAPE FEAR ---}- •--- y �+a�+r 1
COMMUNITY COLLEGE, a Body }
Politic,
Plaintiff; }
)
MEMORANDUM OF ACTION
ERN
f }
EST D. ±iERRITT, K_ S. )
CATLETT, JR., Trustee, and )
FIRST NATIONAL BANK } 'ge � 5 {� i1 46
SOUTHEAST, }
Defendants. ) RECORD0 & MINED
MAY AM 60TS
i TAKE NOTICE• R'•.'si£R OF DEEDS
fl NeW HANOVER CO. NC
1. That on the 5th day of May, 2998, Plaintiff, The
Trustees of Cape Fear Conmunity College, pursuant to the provisions
of Chapter 40A of the North Carolina General Statutes, instituted
the above -captioned civil action in the Superior Court of New
Hanover County to acquire by condemnation the real property
( interest hereinafter described.
I2.- That the above -named Defendants are the persons the
Plaintiff is informed and believes may have or claim to have an
j interest in the property.
!I 3. The following matters are set forth in Exhibit A
attached hereto and made a part hereof: Paragraph l - a description
1
of the entire tract or tracts of land affected by the taking;
f Paragraph 2 - a statement of the property taken for public use; and
Paragraph 3 - a description of the area taken.
A ` RU Copy
CLERK OFSUPERIOR Cpjg#T
NEW HANOVER COUNTY
cr.,l sue., crave

loot PACE
2360 0102 /
EXHTS A \�
1. DESCRIPTION QF &UIRE JR= 92 TRACTS AFFCCTED BY TAKING:
All of that certain property that is owned by Ernest D. Merritt and
located on Sidbury Road in the Castle Hayne area of New Hanover
County, and bounded on the west by the Steele S Manning Tract, on
the east by the Baran Tract, and on the South by the Landmark
Tract_
E The above -described property was conveyed to Ernest D. Merritt from
Richard Bernhard Baran and wife, Dorothea Talea Baran, and RaH
Industrial Finishes, Inc. by deed recorded at Book 1475, Page 398,
New Hanover County Registry, and is described in more detail in
Paragraph 3 below.
2. STATEMENT OF THE PROPERTY TAKEN:
' The Community College shall take the entire tract of land described
! in Paragraph 3 below and any and all buildings, structures,
permanent improvements, or fixtures situated on or affixed to the
property, to have and to hold said property in fee simple forever.
3. DESCRIPTION OF AREA TAKEN:
All that certain tract or parcel of land lying and being situate in
f Cape Fear Township, New Hanover County, North Carolina and being
Imore particularly described as follows:
All of Lot 2 of the Richard Baran Subdivision, as shown
upon that map entitled "Revision of Subdivision of
Property for Richard B. Baran d wife, Dorothea T. Baran",
recorded in the New Hanover County Registry in Map
Book 30 at Page 115.
n
• �tw .- �
A • .ate :.•.
_ , �.,y'
I=r' 4
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- +ice• .. •
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„lip.

4-4-9
BOOK
PACE
A�r
23612
0661
998 M 8 PR 1 28
RECC°"t41 k VFfilflt D i;hKY SUL Ct''S c
FcE=TER Oi '
E=Lw Tat $200_00
NO TITLE CERTIFICATION HAS BEEN REQUESTED OR
PROVIDED IN CONNECTION WITH PREPARATION OF THIS
DOCUMENT. NO INC(M.. TAX ADVICE. ESTATE P. MING
ADVICE, ZONING OR SUBDIVISION REVIEW, DOMESTIC
COUNSELING, OR OTHER LEGAL ADVICE HAS BEEN
REQUESTED OR REMDFRED IV CONNECTION WITH THE
PREPARATION OF THIS DOCU?TENT. I.EEGAL DESCRIPTION
HAS BEEN FURNISHED BY AND REVIEWED BY GRANTEE.
Itetording Time. Hook and Page
Tax Lot.
" Parcel Identifier No. R01800-004-001-005
DD R01800-004-002-000 . ..
Verified by.. sr:n,e County on the day of , 18 .......
by p Real Estate
j Excise Tan ...... ....
Mail after recording to ...!HE TRUSTEES Of' CAPE: FEAR CO?L%IUNITY (YILLFOI:, A BOUT POLITIC
-411 North Front Street., Wilmington,.NC 28401
This instrument was prepared by .JaIATHAN'' W.. WASHBURN. P. C. 315..Chestnut .Street., Wilmington,...NC .28401
Brief description for the Index
Two Tracts, Sidbury Road. Baran Dision
NORTH CAROLINA GENERAL WARRANTY DEED
TRIS DRIED made this ....25th.. day of . . . . FEBRUARY _ . 19.98 , by and betvreen
GRANTOR
R101ARD BE:RNHARD MRAN
AND WIFE,
DOROTHEA TAI.FA BARAN
000143
GRANTEE
THE TRUSTEES OF
CAPE FEAR CO;CRlNITY COLLEGE.,
A BODY POLITIC
in appropriate Work for each party: name, address, and. U appropriate, character of entity, a.% eorporalton or pseteershlp.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, sueceasora, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context.
WITAESSETR. that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that
certain bd or parcel of land situated in the City of (near Wilmington) Township,
NEW IIANO4ER Vounty. North Carolina and more particularly described as follows:
TRACT ONE: BEING ALL OF PARCEL #3 (threel as shown on a map of a subdivision of
property for RICHARD B. BARAN and wife, DOROTHEA T_ BARAN, which map is recorded
in Hap Book 28, Page 197, New Hanover County Registry, reference to which map
is hereby made for a more particular description.
SOMETIMES )MOWN AS: 4816 Sidbury Road, Wilmington, NC 20405
HAVING NEW IUU40VER CMrjTY TAX PARCEL #ROISOO-004-001-005
TRACT TWO: BEING A TRACT OF LAND CONTAINING APPROXIMATELY 2.73# ACRES, as follows:
BEGINNING AT AN IRON PIN located in the southern Carolina Power and Light Co. 120-foot
Right -of flay, loore or less 300 feet from the intersection of the western property line
of the lands of Richard Baran and Dorotbea Baran with the eastern line of Sidbury Road;
RUNNING THI-210E in a southerly direction, more or less 396 feet, to the intersection with
the northwest line of the lands of Landmark Land and Timber Co. RUNNING THENCE in a
nortileaSteril direction more or less 540 feet, to the intersection with the center line
of the Carolina Power and Light Co. Right -of -Way. RUNNING THENCE in a westerly
direction along the Carolina Power and Light Co. Right -of -Way, more or less 465 feet.
RUNN1141; THINCL• in a southerly direction more or less 120 feet to the POINT OF BEGINNING.
SUMETI_MES ijUNN AS: 4836 Sidbury Road, Wilmington, NC 28405
IW.ITNC; NEW IMIOvER COUNTY TAX PARCEL #RO18D0-004-002-000
521533 RETURNED M &-wdavd
A.r. nor A, Teem No. 3 : 1976. aeched IUi:.
i1

BOOK PACE
2362 0662
The property set forth on the front page hereof is conveyed with full warranties
as set forth below. It is further the intent of the Grantor to convey the property
in the fashion as described on the 'Attachment A - Baran Tracts', attached hereto
and incoporated by reference as if set forth fully herein, without warranty (except
to the extent that the property described in Attachment A includes the property
described above); and therefore the property described in Attachment A is included
in and transfers with and as part of this transaction.
The property hereinabove described was acquired by Grantor by instrument recorded in ..... ........ ..... .. .....................
see BOOK 1211. PAGE 1023 lTract one) and BOOK 2020, PAGE 232 (Tract Two) , NHC Reqi�
.. . . .. ................ . .............. ................. ....... ........ .............................. ... ............ ........ �Zy . .......
(see Map Book 2o, Page 179)
A map showing the above described property is recorded in Plat Book _ .. Page . .. ..... -
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to
the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premised in fee Simple, has the right to convey
the same in fee simple, that title is marketable and free and rit-AT of all encumbrances, and that Grantor will warrant and
defend the title against the lawful riaims of all persona whomsoever except for the exceptions hereinafter stated,
Title to the property bereinabove described is subject to the following exceptions-.
SUBJECT TO property taxes for 1998 and subsequent years.
SUBJECT TO utility easements, rights -of -way, and restrictions of record.
SUBJECT TO governstantAl rules and regulations affecting the use of the property.
IN WITNESS WHEREOF. the aesator b.5 he'rawl. -4 bat hand ass Mal, or it rnsparale. has Canard lids l."Manseat go ae s'.... is Go
=W,:Aar by Do duly "Ro'el"d *Insets and Us ­`l a' be sneers -Meed by antbasay of Its awed *I IlIftelassw The day a" year nod
1W Is.
­------------­- --------------------------------------
(coppl-Ite Name) RICHARD HERNHAItD WRM
my: --------------------------------------- -----------
--
-------- ---- ------------------ (STAW
----------------------­-_- WROMM TALEA--BARALI--------
ATTEST:
----------------- ------------------------------------ U1rAW
------------ --------------------------------------------
---------- . - --setrelary (Vorporal. Seat)
0
.,,e cj. w------
------ -i-r.--
%W -----VER "s--------------­ -------------------- 4SEAM
•
1. a Notary psibile of the counity Bad State alowe"ItI. ernfy that .........
------------- RNHARDBEFAMRD BRW and DORMUM TAT EA BARhH
------------ ----------------------------------- Grantor.
ptnowlly appeared baton me 16LS day and atholoorledred the exe,allost of the ra"goog hantnosenL WRons an,
hand son of icial st.ssp of "A out .25th_ do, .1 ........... F A.M............ Is 96
MY coamafod_ eap;ns: . _ q
Mainly Pabut
SEAL-sTA:qV NOKTII CAROUNA - ----------------------------------cola . F
1. a Notary Volone at the county and Scale stolealk costur am
J9 personally came before =a that day and ackaosslaftiad that ---- he b ------ -------------------- or
- ---- -- ---------------------------------------------- - N.,tb r4rolls. C-Uerallon. and that by authority for
thaft aad as the act. of the Coaperauen. the fmataftc knolaoss"d less *wed is its name by as ...............
ree
""mt- Mated With its —CV-r&W W&I and allested by ----------- as Its --------------------------- Secretary.
willefto Fly hand and 811kial stamp at seal, ant, 91 IS
34Y----------------------------------------------------------------------- 21114AWY rabuc
The soarrod-Z crallkate(s)
---------- --------------- - M _041 ------------------ P W b ----------------------------------
-­---------------- ------------ * --- ------ 1-11 ---------------------------- ---------------------
. --------- Z:� -------------------------
X" _11IN'd to No '"Uft' 2bla-boaLrafallot --a this cerdricate on duty as
ist-T41 at Use data and thnse and in the Dock and page absomi on the
lint rag, banal. KWSWOM
...... . ------- __1 ---------- -- ----------------- --------- REGISTER OF REEDS FOR......_. 4anQm ---- COUNTS!
J44 �4 X ARP - DeFWtF;AsdA@WsWA.4kegfttgr of Dock
N.V. Ila, A—C F.Ift No. I 1• Isis. srvind 1911.

I BOOK FACE
Hat-111 2362 0663 10
mougWINUM
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I Lit- -I v -I i I .........
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a plu I - I I I •:j. I I
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m j- -j "it,
t 1 -1 1 Is- I nIt,. th-w I I wr
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of ?6
is. widd. I
westetll I I 1W 11 Ow -T-A, 11. 1, 14, W_
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till-- ::i-jlhelll I :;"is-m', IL
!) 3.!. 4 1, 1 .et Ill- pi'l. ... it: in.j.
CURL..iltiliq J.*. kj,,j I"t
the nap ru-.7vj 1­1 !1& 11.11 MA' I'
"MVISIOU OF uy 1LFj1l1[,.jtj­,1 I, IR
_p
HI FT. U0R,yru!-:,,, T. Mijilil.
propelty as :Jwk'j. --Is i, 'Mil. -4 V,
Collw3m Ly (:..I Al
3-LNLT-4
"Y ' glg "till ilc 13` 1 �' 11 1-! " 11, t'--i :• - 1— -1 T- -wrim- i p. r.*. -W
a n (3 ve r t:, V , :...I I h
1I.Irt irld.'l i-; 4--;wl ti­d .,;
C.-n
.I I Is.-
33.0 feet I.., th..
r"j1l'­f_""l7
. ilp- .! a 14.11-1 dIVI
I Iqh:
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t
i-JI'l ---I
w i L 1; Law
-y .. .... ..... -,I tp­ Ill. t Is..
FROM :;Al:-
'ATI:I,. .11, 1 4
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I

BOOK
23621
198 PIRY 8 Pik 1 28
WORM A YERmu
MARY SUE OUTS
REGISTER OF ;_;-i--'S
$200.00
PACE 0658jkq
NO TITLE CERTIFICATION HAS BEEN REQUESTED OR
PROVIDED IN CONNECTION WITH PREPARATION OF THIS
DOCU!'IERT. NO INCOME TAX ADVICE, ESTATE PLANNING
ADVICE, 7ONING OR SUBDIVISION REVIEW, DOMESTIC
COUNSELING. OR OTHER LEGAL ADVICE HAS BEEN
REQUESTED OR RENDERED IN CONNECTION WITH THE
PREPARATION OF THIS DOC1R1ERT. LEGAL DESCRIPTION
HAS BEEN FIIRNISIIED BY AND REl'II?WED BY CRANTEE.
Rervrdiog Time. Boat mW Page
U
Tax Lot No. $200.00 Parcel Identifier No. ROISOO-004-0017006 _
trait (r�t R01800-004-003-000
Terified by ..GUKA �r heal Estate County on the day of. 19
......
■ ,
by (/ # �, /`_ Excise Tax
MAU after recording to ...... THE. TRUSTEEIS OF CAI'F FEAR CO.'CRINITV. COl.1,EGE, A BODY 1101.ITIC
41] North Front Street., Wilmington, 1►C-., 28401 .. ...............................................
This instrument was prepared by 1rnaTliAN k'. iIASEIBPRNk- P.C., 315-£hesCn41: Street,, Wilmington, NC. 28.401
Brief description for the Index
Two Tracts, Sidbury Road, Baran Div si.
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this ..25th_ . day of ....
GRANTOR
AIPIFTAL, INC.,
a North Carolina Corporation
FEBRUM.Y. .
(ALMETAL.INC. is the successor
to R & 11 Industrial Finishes, Inc.)
0001.42
19 9S , by and between
GRANTEE
THE TRUSTEES OF
CAPE FEAR (01?4UNITY COLLEGE.,
A BODY POLITIC
FAter In appropefale black tw each party: name, addrem, and. it spprop late. eharaeter of entity, e.4 corporation or partnership
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
shalt include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETii, that the Grantor, for a valuable consideration paid by the Grantm the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that
certain lot or parcel of land situated in the City of (near Wilmington) Township,
,.i'� HANOV R County. %orth Camlina and inure particularly described as follows:
B£ING ALL OF PARCEL 94 (four), AS SHOWN ON A MAP OF A SUBDIVISION OF PROPERTY
FOR RICHARD D. BARAN and wife, DOROTHEA T. BARAN, which map is recorded in
blip Btuk 28, Page 197, New Hanover County Registry, reference to which is hereby
made for a more particular description.
SAVE AND EXCEPT that portion of Parcel 14 (four) which has heretofore been conveyed
by Almetal, Inc. to Riciard B. Baran and wife, Dorothea T. Baran by Deed recorded
in Book 2020, Page 232, New Hanover County Registry, reference to which deed is
herrb; made for a more particular description of the exception parcel.
THE REMAINDER OF PARCEL a4 (four) is now composed of two separate tax parcels,
which are known as: HHC Tax Parcel 4R01800-004-001-006 (1.351 acres) and
NHC Tax Parcel #R01S00-004-003-000 (0.83i acres)
The property set forth above is conveyed with full warranties as set forth on the
reverse hereof. It is further the intent of the Grantor to convey the property in
the fashion as describers on the 'Attachment A - Almetal Tract', attached hereto and
incorporated by reference as if fully set forth herein, without warranty (except to
the extent that the property described in Attachment A includes the property described
above); and therefore the property described in Attachment A is included in and
transfers with and ds part of this conveyance.
Nr. ear A.- 5214AZ acne. r,-rr. RETURNED TO Li--ct-d ayd ����,

B001C PAGE
2362 0659
The property hereinabove described was acquired by Grantor by instrument recorded in
see. BOOK 1440, PAGE 295, New Hanover County Registry
(see Map Book 28, Page 297)
A map showing the above described property is recorded in Plat Book . page . ......... .
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to
the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey
the Hanle in fee simple, that titlo is marketable and free and clear of all encumbrances, and that Grantor will warrant and
defend the title against the lawful claims of all persons whomsoever except for the excepl{omv hereinafter stated.
Title to the property hereinabare described is subject to the following exceptions:
SUBJECT TO property taxes for 1998 and s•,tbsegaent years_
SUBJECT TO utility easements, rights -of -way and restrictions of record.
SUBJECT TO governmental rules and regulations affecting the use of the property.
IMV WITRESx WIIRRROr. 0. teraatar has b.fesnto sec his band and seal. W 11 rorperale 112a —used this tnteameat to be sta.M In Us
ewporat! nose bt Ps ARfy Amha lard officers sad its seal to be aerennlo aHlxrd by aumarlty of Its Heard N Utrertors. the day "a year DW
aboae Written.
-----­--­-- INC_
LCo[psnte +sore) � .,
ar: _ .WC_�__� •_�.4!.f�.+,4r:_....J)?tea ,
______________ ,
DOL20THF,a T. HRRAt7 - President Y ------------------------------- ---------------------------- 4ssku
----------------------------Pt!lid/bl "•
1
AUEM �•
-------- ---------------- --------------------------- MEAL)
.�zt✓------------- ------•-------
RICIMM B. BMW - Secretary
.................. .......secretary (Corporate seal) 7
rpsnrenrr.,r. ___-•--� ---------- ............. _...___-MAW � lTAL-srAni s` YORTN CAROLINA- ___.___ --_____-_Conner.
I. a Keiarf nblir of the CwntS sad Staye aforesaiA, certify that __......____... ...........................
s------ _._ ..----...______________________________________________ Grantor,
•� R
-`•" �j,j.r - a MrsonalU' appeared before we this day and arhRewted[ed the execution of the totpeiad IntruwtnL Witness my
y
a
. t• �:L .: :+ hand and elfirlal stamp or seal. [his -------- dot of _---------------------------------------- l9_____.
My eommlydon eaPires_ __________________ _.-_--___ ------ Is"M PUWIe
ssl�tlrlgss+l,e j� MILTu CAMOLMA- ------ WE4l_liANOyBR----------- Conroy.
•'� fl• L'7MA-+]'r
Notary ramie of the [amsty said Store ataresam, lenity, that -AL CHARD_$__ BARAN-----------•----
'•!e P•rsonaBy cam a before me Ihic day and acknowledged that ---- be b Sretelaq of
- l__..._______________ a Xoelh Caealfm esrpaeatfasti aM that by authority soar
w 7 � pff•s�f trJ = c, [teen and as the an of the colPorsttoa, the foseertug htstrtteeat was dgned in its name t4 fte
Pre )dent. seated with its corporate seal and attracrd hS --• h]A -- as Rs ___________________________ secretary.
�S ••'••......: �;; y Witness my Fsnd and attkW stamp or seat. this 2Sth day or _ FMR� �-.- - ^ f!._ _.__.
4 1 /q;}+I 'rlr�rrflerll.ral air rsmmhsiwn expires: ..__ f-f l7!AI__________________ __ �/y�/ ._ Notary PY9ik
K►7 -__ _-___ .
i Tilt Wergeln[ Certlfkate(s) of ... • _ _
------------------------------
_________ ______•_.__'___. _.____.. _ _-____ __ __. .___ .___________-.____Nl71i�F�F---------- ..-----------------
...... ..... ..............._..... .. .__.. __.__....._...__-_-___._-_.__-____-_--..__.l---_--_---._____-----.__.-------------___-----
1. 'are rertuled' meat and {Yts re,lilinte are duly registered at car date and time aaa In lhr Bosh and rate ahtnrn ea ttu
lent $.as. brreWSYYY{f yVly
o-. {^.
------ _.__Jr -_____.___._ _ _ ._ _ RF.f.ISiF.R OF DILLS
PY .................... �'4'` DepntylAnkla"-Register at Deeds
h./. Da, Amot Farm Ka I'- 1971L, Resised ISIT.
it[
t-

STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
THE TRUSTEES OF CAPE FEAR
COMMUNITY COLLEGE, a Body )
Politic, )
Plaintiff, )
v
W W PETERSON, )
Defendant )
rit
IN THE GENERAL COURT OF JUSTICE
�JSUPERIOR COURT DIVISION
FILE NO 98-CVS-I580
FOR REGISTRATION REGISTER OF DEEDS
REBECCA T CFRISTIAN
�WiWAVER C94 OON V�2 NPM
CSKI2894 PG 124-128 FEE 12 00
INSTRi1MENT 0 20010=71
FINAL JUDGMENT
THIS CAUSE coming on be heard, and being heard, before the undersigned
Superior Court Judge presiding on the date set forth below, and it appearing to the Court that all
matters and things in controversy regarding this matter have been compromised and settled, and
the parties hereto consent to the entry of this Judgment in accordance with N C Gen Stag
§ 40A-54, and it appearing to the Court, based upon the consent of the parties, that just
compensation has now been paid for the land of the Defendant, W W Peterson. that has been
acquired in this action pursuant to the provisions of Chapter 40A of the North Carolina General
Statutes, and that the Plaintiff, the Trustees of Cape Fear Community College. a Body Politic, is
the fee sunple owner and in possession of the property described on Exhibit "A" attached
hereto and incorporated herein by reference,
NOW, THEREFORE, with the consent of all parties hereto, it is ORDERED,
ADJUDGED, and DECREED
I That the Plaintiff has paid just compensation to the Defendant,
W W Peterson, for the property that is the subject matter of this condemnation action and as is
more particularly described on Exhibit "A" attached hereto
2 That the Plaintiff, the Trustees of Cape Fear Community College e
� ?e
fee simple owner and entitled to sole possession of that certain tract or parcel of - '
on Exhibit "A" attached hereto and incorporated herein by reference .
C-ta it 14
Jarls of $,;
"MI"
r - � 4 &5v4
LJ"
Oak,

1%
3 That each party shall pay its awn costs and that the parties shall have and
recover nothing further from any other party in connection with the property described on
Exhibit "A "
4 That the Clerk of Superior Court, New Hanover County, shall certify a
copy of this Judgment to the Register of Deeds of New Hanover County so that the same may
be recorded in the New Hanover County Registry The Register of Deeds for New Hanover
County shall record this Judgment and cross-index the same in the Grantor/Grantee indexes
This the 9 day of G-.,-^ 2001
Superior Court Judge
WE CONSENT
Ryal �jy&loe
Fortof
Ward and Smith, P A
University Corporate Center
127 Racine Drive
Post Office Box 7068
Wilmington, North Carolina 28406-7068
Telephone [phone]
Facsinle [phone]
Attorneys for Phuntiff
Mr Dav;d A Nash
Hogue, Hill, Jones, Nash & Lynch, L L P
101 South Third Street
Post Office Box 2178
Wilmington, NC 28402
Telephone [phone]
Facsimile [phone]
Attorneys for Defendant
J
L

r
EXHIBIT A
DESCRIPTION OF AREA TAKEN
All that certain tract or parcel of land lying and being situx. in Cape Few Township, New
l anover County, North Carolina and being more particularly described as follows
BEGD NING at an iron pipe in the Southerr line of the Sidbury
Road (S R #1336 - 60-foot right of way) at is intersection with the
center line of a Carolina Power and Light Company 240400t
easement, said beginning point being located North 80 degrees 38
rrunutes East 1,0110 feet, as measured along the Southertl line of
the Sidbury Road, from its intersection with the Eastern lsne of the
Blue Clay Road (60-foot right of way), said beginning point being
also the Northernmost corner of that tract conveyed to RiOhard
Bernhard Baran and wife by that deed recorl.-d in the Ne-M
Hanover County Registry in Book 1211 at Page 1823, mr-InIng
thence North 80 degrees 38 minutes 30 seconds East anon g said
line of the Sidbury Road 310 16 feet to a ngh: of way moisiument at
the pomt at which said right of way of the Sidbwy Road v videns,
thence South 9 degrees 29 minutes 30 seconds East 30 05 feet to a
right of way monument, thence North 84 decrees 4 mmut,es 30
seconds East along the Southern line of the Sudbury Road 50103
feet to a right of way monument, then cc Ncnh 85 degreesa; 6
mmutel, 40 seconds East along the So utherr 12e of the Sie dbury
Road 444 27 feet to a right of way mono,- a ,n the Wester ern line
of the right of way of Interstate Highway 44;thence Souvthwaidly
along the Western line of said right of way atlnterstate H: Aghway
#40, as it curves to the West, to a rnghit of vaymonument which is
located South 7 degrees 54 minutes 30 sec�nd East 1,00. 5 38 feet
from th:last preceding point, thence c -ontrvi!g along the Western
right of way line of Interstate Highway #40.a it curves ta= -3 the
West, to its intersection with the Southern liroof that trace`-t
conveyed to D B Seitter, Jr, by that c eed �"4ded in smc, .d
Registr in Book 1140 at Page 887, th er s ameing Iocateo`=d South 4
degrees 25 minutes 45 seconds East 3 S4 03 kt from the 1 I last
preced=ng point, thence North 69 degrees 1iinutes 30 sE .econds
West a1mg the Southern line of said S -eit ' I et 1,382 56 ►:-53 feet to
an iron ripe at the Southernmost corner of Baran tracti'=t, the
same being in the center line of said Caarrol...o,'�owcr and LLLight
Company 240-foot easement, thence I�&or&Dgrees 22 n-n nnutes
West. a:ong the center line of said Car 1.€n aver and Lig lo ght
Cornpar;< easement and also along the E: asi-hne of said 5d Baran
1.5 l

)SZ
tract, 760 98 feet to the Beginning, containing 30 54 acres, more or
less. The courses and distances set out herein are based upon a
survey of the property by G Douglas Jeffreys dated November 25,
1983 The above -described property was conveyed to
W W Peterson from D B Seater, Jr and wife, Patty S Sertter, by
deed recorded in Book 1240. at Page 878, New Hanover County
Registry, reference to which is hereby made Reference is also
made to that plat entitled "Map of Survey for Cape Fear
Community College" prepared by Sherwin D Cribb, Registered
Land Surveyor, dated June 8,1998, and revised January 26, 1999,
the same having been filed in this civil action on November 17,
2000
SAVE AND EXCEPT that parcel of land conveyed by
W W Peterson to the Department of Transportation as set forth in
that deed dated March 16, 1998 and recorded in Book 2340, at
Page 213, New Hanover Country, reference to which is hereby
made for more complete and accurate description of the property
excepted from the description of the property described above
Included with the above -described property are all buildings.
structures, permanent improvements or fixtures situated on or
affixed to the property, in fee simple absolute
Subject, however, to the easements to the CaroIma Power and
Light Company, the same having been created by instruments
recorded in the New Hanover County Registry in Book 505 at
Page 431. Book 780 at Page 301, Book 869 at Page 93 and Book
1291 at Page 1053

)53
REBECCA T CHRISTIAN
REGISTER OF DEEDS, NEW HANOVER
JUDICIAL BUILDING
316 PRINCESS STREET
WILMINGTON, NC 28401
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Filed For Registration.
Book'
Document No..
03108=0104.11:42 PM
RE 2894 Page: 124-128
2001008570
JDGMT S PGS $12.00
Recorder: JACQUELINE NELSON
State of North Carolina, County of New Hanoi
REBECCA T. CHRISTIAN , REGISTER OF DEEI
*2001008570*
2001008570

Project Name:
Project Location:
Rule(s) ®2008 Coastal
Type of Permit: New or
. ---- Density::. - HD .-- oor -- --:.LD
IM OK?)
Subdivided?: Subdivision
2 w ete� esy rw �r:`jo ..: UL :S
-f"C W ! (� Received Date: 4
� f
Accepted Date: ( j
95 Coastal ®Phase II (WIRO) ®Universal ®1988 Coastal
Mod or PR Existing Permit # (Mod or PR): Q D 9a3 r7PE Cert on File?
ypes:-Cora�merciaJ:—o.r-=-=-Resid.ential- -..... _ NCG.;-=.__.__�._:__.__...__.._.._
ji eams Mass: j_�jSA Map ��1Offslte to C��B
or Single Lot MORW Map I 1 Exempt
Paperwork Emailed Engineer on:
13su ment(s) (1 original per BMP) ' BMP Type(s):
O&M ith correct/original signatures (1 original per BMP except LS/VFS and swoles)
pplication with correct/original signatures ®Deed
Porp or LLC: Sig. Auth. per SoS or letter 1366511 Address: Design Engineer
5O5 (within 6mo)DEI`5�afl Address: Owner
®Soils Report with SHWT Note to Reviewer:
0 alculations (signed/sealed) a Q ,o pj--04
®No obvious errors
Density includes common areas, etc
Deed Restrictions, if subdivided:
& Notarized
L
Plans
2 2 Sets ®Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading Wetlands: Delineated or No Wetlands
Vicinity Map ®Layout (proposed BUA dimensions)
®Legend ®DA Maps ®Project Boundaries
Infiltration
ils Report
Bottom:
Additional Information:
Permitted
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
Wet Pond
®Soils Report
SHWT: -
PP:
Mite
1:1PE Certfor Master
®Deed Rest for Master
BUA Permitted (Master):
BUA Proposed (Offsite):
Lot #:
®Lot #+ Matches Master
sf
sf

9 C R I S E R
TROUTMAN
TANNER
TRANSMITTAL LETTER
TO:
FROM:
LINDA LEWIS
Mark T.Arcun, PE
COMPANY'
DATE:
NCDENR - Stormwater
August 13, 2014
ADDRESS:
CTT'S PROJECT NUMBER:
127 Cardinal Drive Extension
6729 - NCDENR Erosion Control Permit
Wilmington, NC 28405
PHONE NUMBER:
CLIENT'S REFERENCE NUMBER:
796-7215
RE:
Cape Fear Community College
Advanced & Emerging Technologies Center
WETRANSMIT' ❑ ATrAwED ❑ UNDER SEPARATE COVER O HAND CARRIED BY ❑ UPS/FEDEX UPS GROUND.
THEFOUDWNG: ®TRACINGS ®PRINTS ® INNTCTIONREPORT ®SHOPDRAWINGS ®SPECIFICATIONS ® OTHER
COPIES
DATE
SHEET NO.
DESCRIPTION
REMARKS
1 ORIG &
1COPY
12/2/13
APPLICATION FORM
10RIG
8/8/14
E C IE■■ ■
HEATT POND SUPPLEMENT
FORM
1 ORIG.
12/2/13
6 AUG
OPERATION AND
MAINTENANCE AGREEMENT
10RIG
8/13/14
BY:
CHECK $505
NARRATIVE, USGS MAP,
1 COPY
8/8/14
CALCULATIONS, SOILS
REPORT, AND DEEDS
LS101 LS102 LS103 LG101 LG102
2 COPIES
7/28/14
LG1O3 LS501 LS502 CD101 CG101
AET SITE PLANS AND
CG102 CG501 CG502 CP101 CU101
DETAILS
CU102
LS101 LS102 LS103 LG101 LG102
2 COPIES
7/28/14
LG103 LS501 LS502 LS503 CD1o1
HEATT SITE PLANS AND
CG101 CG102 CG501 CG502 CU101
DETAILS
CU102
NOTES/COMMENTS:
_ 1
by:
TIC
CRISER TROUfMAN TANNER OONSULTING ENGINEERS I �+`
ED
WILMINGTON. NC RALEIGH. NC CHARLOTTE. NC ATLANTA. GA �'1, �/
P.O. Box 3727 Wilmington, NC 28406 1 3809 Peachtree Avenue, Suite 102 Wilmington, NC 28403 p 910.397.2929 IF 910.397.2971 cttengi�grj�.co 201

State Stormwater Management Systems
Permit No. SW8 990923 Modification
Cape Fear Community College -North Campus Page 1 of 2
Stormwater Permit No. SW8 990923 Modification
(addition of Pond 5 for Carpentry Facility)
New Hanover County
Designer's Certification
I, Howard Resnik , as a duly registered professional engineerin the
State of North Carolina, having been authorized too serve periodically/weekly/ full
time) the construction of the project,
Cape Fear Community College Carpentry I ROPES.Facility
(Project)'
for Cape Fear Community College (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations fforn approved plans and specification:
C A RO///;
•Ess,o %4-
SEAL
025463 ESEAL
Signature �•��o *GI161 �-- �
Registration Number 025483 ///���/RD SJ\\\�`\
note 2/11/2014
UE-Wft
MARC6201
13Y:
Page 7 of •8

State Stormwater Management Systems
Permit No. SW8 990923 Modification
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitter{
amount of built -upon area.
!� 3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
IT, _4. The outiet/bypass structure elevations are per the approved plan.
t? 5. The outlet/bypass structure is located per the approved plans.,
6. A Trash Rack is -provided on the outlet/bypass structure.
_&if,_7. All -slopes are graded to the required KV ratio and are stable and grassed
with permanent vegetation, as specified on the. plans...
IA-8. Vegetated slopes are no steeper than 3:1.
_L,L9. The inlets are located per the approved plans -and do not cause short-
circuiting of the system.
94? 10. The permitted amounts of surface area and/or volume have been
provided.
11. Required drawdown devices are correctly 'sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
14. The vegetated shelf is the permittedwidth (10') and slope (10:1), and is
planted with the required number and sp€cifieu type of wetlands plants.
1�•R. 15. The overall dimensions of the system, as shown on the approved plans,
are provided:
cc: NCDENR-DWQ Regional Office
New Hanover County Building Inspections ECE
IVf.
MAR 0 6 2014
BY:
Page 8 of 8

COASTAL SITE DESIGN, PC
Po Box 4041
Wimington, NC 28406
Phone: [phone]
Fax: [phone]
License # C-2710
February 11, 2014
Linda Lewis
N.C. Department of Environment And Natural Resources
Division of Energy, Mineral, and Land Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Pond As -Built & Certification
Cape Fear Community College -North Campus
Carpentry/ROPES Facility
New Hanover County
CSD Project No. 11-0238
Stormwater Project No. SW8 990923 Modification
Dear Linda:
Enclosed please find the following items for.the referenced project:
- original and one (1) copy of the Stormwater Pond As -Built Drawing
- one (1) original Designer's Certification
0 "'IECEIVE
il =
MAR 0 0 2014
BY,
We appreciate your assistance in this matter. Please call if you require any additional information.
Sincerely,
Howard Resnik, PE
Encl.: As noted above
cc: Ken Pearce, CFCC
David Kanoy, CFCC
RECEIVED
MAR 0 s 2014

DE VI A TIONS
Ff
DESIGN DRA Wl,
DESIGN
ASBUILT
ORIFICE 28.5
28.35
EMERGENCY SPILLWAY 30.0
293
SURFACE AREA 5,207
5,210
STORAGE AREA 4,262
4,820
BOND SU MAR Ye
NCDENR/bWQ PERMIT # SW8-990923
AS -BUILT DATA
1. IMPERWOUS AREA PERA41TU 3
2 NORMAL POCK SURFACE AREA 5
3 NORMAL POOL ELEVA71ON i
4. POND DEPTH (DEEPEST POINT) E
5. POND BOTTOM ELEVA71ON (DEEPEST POINT) e
6. ORIFICE INVERT ELEVA71ON
7. OUTLET BOX CREST ELEVA71ON
8. STATE STORAGE VOLUME 4
9. 10.1 FT VEGETATED SHELF F
la 10 FT ACCESS F
11. FOREBAY F
12 PRIMARY SPILLWAY ELEVATION
13. EMERGENCY SPILLWAY ELEVA71ON
14. ORIFICE SIZE 1
15. WEIR CUT CREST LENGTH -
16. WEIR CUT ELEVA77ON -
17. SIDESLOPES (TYPICAL)
18. INV. OF PIPES FROM OUTLET S7RUC7URE
STATE WATER QUAUTY POND CONSIDI
SURFACE AREA REQUIRED = 5,143 SF
SURFACE AREA PROVIDED = 5,210 SF
1.5" STORAGE VOLUME REQUIRED = 4,043 CF
1.5' STORAGE VOLUME PROVIDED = 4,820 CF
1.5° STORAGE DRAWDOWN 77ME = 4.25 DAYS
1/4" STEEL PLATE
TO NCDOT S711. 08.01 E
L
1/4" STEEL PLATE BOL
TO NCDOT STD. 838.01 ENDWALL
- - - - - 15" RCP POND OUTLET PIPE
TO DITCH IN S/DSURY ROAD
NCDOT STD. 838.01 ENDWALL
ECe1LQ�
OUTLET STRUCTURE DETAILS
NOT TO SCALE
TOP OF EMBANKMENT j
ELEVA71ON = 29.8 1
NOT TO SCALE
AS -BUILT
EMERGENCY SPILL WAY
FRONT VIEW
EMBANKMENT TOP = 29.8
EMERGENCY SPILLWAY EL = 29.3
TOP OF WIER PLATE = 29.15 STATE STORAGE = 4,820 CF
RCP _ NORMAL WSEL= 28.35 n ��.............
IE= 28.18
AS -BUILT EMBANKMENT SECTION
NOT TO SCALE
j
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. Box 4041
Wilmington, NC 28406
[phone]
•
a
e
a'
•
a'
•
Z
I
ock�
U cl� W
J u Q
OLu
POOL ELEYA710N = 28.35
SEA 0 B".. 28.M = 5,210 SF
4
--j O U
� Q Z
O
Z �}�ZZ
a'
O WZC�l-
Z
W
O S'
POOL /STATE STORAGE ETEVA71ON = 29.15
?EA 0 ELEV. 29 f5 = 6,839
I-
Z
?OV1DED = 4,820 CF
Lu
W 6
2 O
.�
= SEAL 9
025483 r '
S.
Q
m
Y
Q
W
O
Z
NOTES:
1. AS -BUILT LOCATIONS PERFORMED AND PROVIDED BY PATRICK C. BRISTOW
LAND SURVEYING, PC. DRAWING LABELED "RETENTION POND AS -BUILT SURVEY FOR
COASTAL SITE DESIGN, CAPE FEAR COMMUNITY COLLEGE - NORTH CAMPUS"
SIGNED AND SEALED BY PATRICK C. BRISTOW L-4148 DATED 11-25-13 AND
BY ATLANTIC COAST SURVEY, PLLC. DRAWING LABELED "NORTH CAMPUS CARPENTRY
FACILITY CAPE FEAR COMMUNITY COLLEGE" SIGNED AND SEALED BY MILES 0. MCCALL
L-3518 DATED 6-24-13.
W
DATE: 2-11-14
HORZ. SCALE. 1"= 10'
VERT. SCALE: N/A
DRA WN BY JSM
CHECKED BY.• HSR
PROJECT NO. 11-0238
DRAWING NO: 11-0238-ASBLTS
10 5 0 10 20 30
SCALE IN FEET.Sheet No. Of
1 - 10

F410WIWILF-ATAUJALfM
A(
D VI A TONS
FA
DESIGN
DRA W11
DESIGN
ASSUILT
OR/RCE
28.5
2835
EMERGENCY SPILLWAY
30.0
29.3
SURFACE AREA
5,207
5,210
STORAGE AREA
4,262
4,820
r
SUMMARY:
WQ PERMIT # SWS-990923
S-BUILT DATA: A
1. IMPERVIOUS AREA PERMITTED 3;
2 NORMAL POOL SURFACE AREA 51
3. NORMAL POOL ELEVATION 21
4. POND DEPTH (DEEPEST POINT) 8
5. POND BOTTOM ELEVATION (DEEPEST POINT) 21
6. ORIFCE INVERT ELEVATION 2
Z OUTLET BOX CREST ELEVA710H 2
8. STATE STORAGE VOLUME 4,
9. 10.1 FT VEGETATED SHELF PI
10: 10 FT ACCESS P
1I. FOREB'AY Pi
12. PRIMARY SPILLWAY ELEVATION 2
13. EMERGENCY SPILLWAY B"A71ON 2
14. ORIFICE SIZE 1
15 PER CUT CREST LEN07H -
16. VOR CUT ELEVATION -
IZ SIDESLOPES (T)PICAL) 3
18 INV. OF PIPES FROM OUTLET STRUCTURE 2
STATE WATER QUALITY POND CONSIDE
SURFACE AREA REQUIRED = 5,143 SF
SURFACE AREA PROVIDED = 5,210 SF
L5' STORAGE VOLUME REQUIRED = 4,043 CF
1.5' STORAGE VOLUME PROVIDED = 4,820 CF
1.5' STORAGE DRAWOW4 71ME = 4.25 DAYS
1/4' STEEL PLATE
TO NCOOT STD. 838.01 &
LEVA
1/4" STEEL PLATE BOL
TO NCDOT SID. 838.01 ENDWALL
— — — — — 15' RCP POND OUTLET PIPE
TO DITCH 1N SIDBURY ROAD
NCDOT STD. 838.01 ENDWALL
C
OUTLET STRUCTURE DETAILS
NOT TO SCALE
TOP OF EMBANKMENT
ELEVATION = 29.8
AS -BUILT BASIN,
EMERGENCY SPILLWAY
FRONT VIEW
NOT TO
SCALE
EMBANRiTENT•.
///7o/L EMERGENCY SPILLWAY EL = 29,3
gr
Irf
��. •- OF STORAGE
IE= 28.1
AS -BUILT EMBANKMENT SECTION
NOT TO SCALE
LICENSE # C-2710
:COASTAL
SITE
DESIGN9 PC
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. Sox 4041
Wilmington, _NC 28406
[phone]
POOL ELEVA71ON = 28.35
?EA 0 ELEN 2835 - 5,210 SF
POOL / STATE STORAGE ELEVATION = 29.15
REA 8 ELEV 2915 = 6,09 SF
ROVIDED = 4,820 CF
\�\0\11IIII/,/
S S
-- �� SEAL : =
025483
ems.,• �N �@` ... �\
�0�.• GIVE, •5���
S.
LL
q
0
m
Uy
Y
Q
W
o
z
71.'AS-BUILT
LOCATIONS PERFORMED AND PROVIDED BY PATRICK C. BRISTOWSURVEYING, PC DRAWING LABELED "RETENTION POND AS -BUILT SURVEY FORTAL SITE DESIGN, CAPE FEAR COMMUNITY COLLEGE NORTH CAMPUS" DATE. 2-11- i4
SIGNED AND SEALED BY PATRICK C. BRISTOW L-4148 DATED 11-25-13 AND HORZ. SCALE t "= 10'
BY ATLANTIC COAST SURVEY, PLLC. DRAWING LABELED "NORTH CAMPUS CARPENTRY VERT. SCALE. N/A
FACILITY CAPE FEAR COMMUNITY COLLEGE" SIGNED AND SEALED BY MILES O. MCCALL
L-3518 DATED 6-24-13 DRAWN BY JSM
CHECKED BY- HSR
PROJECT NO. 11-0238
DRAWING NO. 11-0238 7S,l
10 5 0 10 20 30
SCALE IN FEET- 1 " = 10' Sheet No. of
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