SW8990341_HISTORICAL FILE_20080131

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 C�c� 0'�`-1 \
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
C4 HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 o ag o 13 \
YYYYMMDD

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
1
Coleen 11. Sullins Director
Division of Water Quality
January 31, 2008
Mr. William H. Cameron, Managing Partner
Cameron Company, LLC
1201 Glen Meade Road
Wilmington, NC 28401
Subject: Approved Plan Revision
College Oleander Center
Stormwater Project No. SW8 990341Mod PR
New Hanover County
Dear Mr. Cameron:
On December 6, 2007, the Wilmington Regional Office received a plan revision for Stormwater
Management Permit Number SW8 990341 Modification. The revisions include development of the
built -upon area and associated plans for lot #3, renamed to lot #3R. It has been determined that a
formal permit modification is not required for the proposed changes. We are forwarding you an
approved copy of the revised plans for your files. Please add the attached plans # 1 and 2 sealed
December 3, 2007 to the previously approved plan sheets.
Please note that any sale or ownership change of lots on the property require an off -site permit
from the different owner or different legal entity. [Permit item 11.9. (e)] I understand from
communication with David Hollis, Hanover Design Services, that an application for off -site permit will be
submitted to this office for lot #3R since the ownership will be CRR Properties LLC.
Please be aware that all terms and conditions of the permit issued on December 5, 2001 remain
in full force and effect. Please also understand that the approval of this revision to the approved plans
for the subject State Stormwater Permit is done on a case -by -case basis. Any other changes to this
project must be submitted to and approved through the Division of Water Quality prior to construction.
The issuance of this plan revision does not preclude the permittee from complying with all other
applicable statutes, rules, regulations or ordinances which may have jurisdiction over the proposed
activity, and obtaining a permit or approval prior to construction.
If you have any questions concerning this matter, please do not hesitate to call me at (910) 796-
7215.
tyjJe
Sincer���0y'� n augleq�'�U
ENB\mjn: S:\WQS\STORMWATER\PERMIT\990341 modPR jan08
cc: David Hollis, P.E., Hanover Design Services, P.A.
New Hanover County Building Inspections
Wilmington Regional Office
Central Files
M.J. Naugle
NorthCarolina
rlValurally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet wwwriewateraualilv.ore - Fax [phone]
An Equal Opportunity/Affirmative Action Employer - 50 % Recycled110 % Post Consumer Paper

Re: SW8 990341 College Oleander Center Stormwater Permit
Subject: Re: SW8 990341 College Oleander Center Stormwater Permit
From: Mary Jean Naugle <[e-mail]>>
Date: Mon, 28 Jan 2008 13:58:17 -0500
To: David Hollis <[e-mail]>
CC: [e-mail], Greg Wayne <[e-mail]>
Mr. Cameron and Mr. Hollis;
When lots are sold to different persons or in this case different legal entity, CRR
Properties, then the lot owner of the new property owner is required to come in for
an off -site permit from the Division. In this case the legal entity has changed.
If other lots in this development have been sold, then those owners/legal entities
need to come in for off -site permits.
It is the responsibility of the permittee to be sure that subdivided lots come in
for off -site permits. When the permittee plans to subdivide and sell lots, this
needs to be disclosed at the time of permitting and deed restrictions are required
prior to selling lots. [re: SW8 990341 permit item II.9.(e).]
Please submit application for off -site permit for lot 3R and any other lots that
are being sold to different legal entities or different persons.
Mary Jean Naugle
DENR WiRO
David Hollis wrote:
Mary Jean:
Attached please find a letter detailing the legal entities situation. -
Thanks.
David
From: Mary Jean Naugle [mailto:[e-mail]] Sent: Friday,
2008 7:10 PM
To: David Brown; David Hollis; Mary Naugle
Subject: SW8 990341 College Oleander Center Stormwater 'Permit
David;
Ja\ary 25,
The Division is in receipt of your plan revision submitted December 6,
2007.
Please verify the legal entity for the stormwater permit SW8 990341
College Oleander Center.
The Division has the following conflicting records:
* The 2001 application and permit was issued to Cameron Company
LLC.
* The 2003 plans submitted for plan revision was Cameron Company
LLC.
* In 2004 the Division's stormwater database reports a
I oft 1/28/2008 1:59 PM

Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
January 28, 2008
Ms. Mary Jean Naugle
Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: College -Oleander Center, update to SW8 990341
Dear Mary Jean:
A �v
As per your emailed request for clarification sent last Friday, and a conversation with
Mr. Bill Cameron this morning, I would like to try to clarify the legal entities situation on
this project minor update request.
The original permit was issued in 1999 to Cameron Company Limited Partnership. In
2001, additional area was added (the Walgreens Lot and this Lot 3) and the permitee
was changed to Cameron Company LLC, as the Limited Partnership was legally
converted to Cameron Company LLC and was no longer an entity. In 2003 as-builts,
certifications and minor modifications were approved with the permitee still Cameron
Company LLC. There was never an ownership change to "Cameron Group" on this
project, so the database report must be in error.
CRR Properties LLC is the owner of Lot 313 and has been since the modification.
Cameron Company LLC is still the permitee and is in fact the managing partner and
majority owner in CRR Properties LLC, so the permit is still valid. Bill Cameron is the
managing member in each and his is the signature on the permit.
I hope this has clarified the situation to your satisfaction. The 12-2007 plans showed the
legal owner name, but the legally responsible party, and the permitee is unchanged. As
always, if you have any questions or comments, please feel free to call me. Thanks for
your consideration in this matter.
Sincerely,
David S. Hollis, PE, PLS
attachments
xc: Bill Cameron
2466-mjn1.doc
1123 Floral Parkway Wilmington, N.C. 28403 Phone [phone] Fax [phone]

RE: SW8 990341 College Oleander Center Stormwater Permit
Subject: RE: SW8 990341 College Oleander Center Stormwater Permit
From: "David Hollis" <[e-mail]>
Date: Mon, 28 Jan 2008 12:02:24 -0500
To: "Mary Jean Naugle" <[e-mail]>
CC: <[e-mail]>, "Greg Wayne" <[e-mail]>
Mary Jean:
Attached please find a letter detailing the legal entities situation.
Thanks.
David
From: Mary Jean Naugle [mailto:[e-mail]]
Sent: Friday, January 25, 2008 7:10 PM
To: David Brown; David Hollis; Mary Naugle
Subject: SW8 990341 College Oleander Center Stormwater Permit
David;
The Division is in receipt of your plan revision submitted December 6,
2007.
Please verify the legal entity for the stormwater permit SW8 990341
College Oleander Center.
The Division has the following conflicting records:
* The 2001 application and permit was issued to Cameron Company
LLC.
* The 2003 plans submitted for plan revision was Cameron Company
LLC.
* In 2004 the Division's stormwater database reports a
name/ownership change to Cameron Group LLC.
* The 12/2007 plans submitted report CRR Properties LLC.
All of these legal entities are registered on the secretary of state.
Please complete one of the following:
* If the legal entity has changed as you indicate on your plans,
then submit the name/ownership change form and associated documents.
* If the legal entity is still Cameron Company LLC as the permit
is issued, please correct the plans submitted 12/06/07.
thank you,
Mary Jean Naugle
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Hanover
_ -.
Land Surveyors, Engineers, Land Planners
December 4, 2007
Ms. Rhonda Hall
Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: College -Oleander Center, update to SW8 990341
Dear Rhonda:
Enclosed please find 2 copies of a minor update to the above approved and certified
permit as a courtesy to your office and for your records. The impervious area for the
"Starbucks" lot (formerly "Lot 3" and now "Lot 3R") is under what was approved, but the
configuration of the building and parking changed slightly. No change of ownership is
proposed.
The pond as -built is also attached for your use and to orient you to the lot.
As always, if you have any questions or comments, please feel free to call me. Thanks
for your consideration in this matter.
Sincerely,
OEC 0 6 200,
i
David S. Hollis, PE, PLS
attachments
xc: Bill Cameron
2466-rh 1.doc
1123 Floral Parkway Wilmington, N.C. 28403 Phone [phone] Fax [phone]

Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners \\
March 31, 2003 APR 0 12003
Ms. Linda Lewis, Environmental Engineer DWQ
YROd #
Department of Environment and Natural Resources
Division of Water quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: College Oleander Center, Pond Certification to -SW 8-9�90341-Modification
Dear Linda:
Attached please find 4 copies of the Pond As -built and Water Quality Certification Plan and the
signed and sealed Designer's Certification, including the second sheet checklist, and a copy. Also
please find a copy of the as -constructed routing calculations to verify as -built performance, FYI.
If you have any questions or comments, please feel free to call me. Thanks for your consideration
in this matter.
Sincerely,
David S. Hollis, PE, PLS
Attachments
xc: Mr. Bill Cameron, Cameron Company LLC
2466151.doc
319 Walnut Street Wilmington, NC 28401 [phone]

ADDITIONAL STORMWATER and POND AS -BUILT
CALCULATIONS
for
COLLEGE -OLEANDER CENTER
PREPARED FOR
Cameron Company LLC
1201 Glen Meade Road
Wilmington, NC 28405
910-762-2676
CARD
N•Ny
CC�n_•. '4
SEAL
i 20007
,PLS David S. Hollis, PE '
Hanover Design Services, PA �''•,,`�� S. N�
319 Walnut Street '00011,6140
Wilmington, NC 28401

0
WILMINGTON NO 2W
MODIFICATION TO SW8 990341
College Oleander Center - Wet detention / retention pond addition
Additional Calculation Summary for NCDENR / DWQ :
WATER QUALITY CONSIDERATIONS -
impervious area calculations: See Project Data Sheet
TOTAL IMPERVIOUS = 5.8 acres
TOTAL AREA DRAINING TO POND = 7.0 acres
7.0 acres total - 5.8 acres impervious = 1.2 acre green area
SA REQUIRED: 5.8 X 0.95 + 1.2 x 0.20 / 7.0 = 0.82, or 85%
At 7.5' depth, 90% TSS removal, from chart - SA/DA factor = 3.1
7.0 x 0.01 x 3.1 = 9,450 sf SA REQUIRED
At Elev. =fib = _:I.�sf SA PROVIDED
VOLUME REQUIRED: R=[(P)(Pj)(Rv)/•12](A)
SEE PAGES A.1 and A.2, "Controlling Urban Runoff:
A Practical Manual for Planning and Designing Urban BMPs"
(P)= 1"
(Pj) = 0.9
(Rv)= 0.05 + 0.9(5.8/7.0) = 0.796
(A) = 7.0
R= [(1)(0.796)/12](7.0) = 0.464 acre-feet
= 20,220 cf REQUIRED STORAGE
At Elev. = 3g.2 = 29,390 cf PROVIDED STORAGE
DRAWDOWN: W �1�3 '50,395 4s- 6L"-t-
Average head from storage elevation to orifice -
39.3-37.� 94-.Q - 3;a / 2 = 0.9' ✓
2" PVC drain to draw -down pond:
Orifice equation: Q = CA(2gh)"1 /2
Q = 0.6(.022)(64.4 X 0.9)"1/2
= 0.094 cfs
T = 215,350 sec. = 2.5 days OKAY
FOREBAY REQUIREMENTS -
Approximate capacity = 13450 X 0.4 X 7= 37,500 X 20% _
Provided capacity = -7396 cf, see previous approval
W �7585 c,— A 5 — 6 u.-,
2466DWQ2.doc
7,500 cf
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HANOVER. DESIGN SMMPA
319 WALNUT STREET
WiLMINGTON NC 28401 -j

NANOVER DESIGN SERVICES, PJL
319 WALNUT STREET
WIL.MINGTON NC 28401
""".. ***'**'*'80-80 LIST OF INPUT DATA FOR TR-20 HYDROLOGY"""
JOB TR-20
FULLPRINT SUMMARY
TITLE 001 Oleander -College 10-YR, 50-YR, AND 100-YR BASIN ROUTING
TITLE 000 ULTIMATE
BUILD -OUT As -built condition, FILENAME 2466SWM7.txt
3 STRUCT
01
8
37.6
0.0 0.0
8
38.0
0.1 0.15
8
38.5
0.2 0.36
8
39.0
0.3 0.56
8
39.3
0.4 0.70
8
39.5
6.0 0.82
8
40.0
23. 1.04
8
40.5
29. 1.31
8
41.0
55. 1.61
8
41.5
137. 2.01
8
42.0
200. 2.53
9 ENDTBL
3 STRUCT 02
8
37.0
0.0
0.0
8
37.5
0.1
0.01
8
38.0
0.2
0.02
8
39.0
3.0
0.03
8
40.0
12.
0.06
8
41.0
18.
0.12
8
41.5
24.
0.18
8
42.0
200.
0.21
9 ENDTBL
6 RUNOFF 1
01
6.01
92.
3
11 1 1 1
6 RESVOR 2
016
1 37.6
11 1 1 1
6 RUNOFF 1
02
7.003
70.
.5
11 1 1 1
6ADDHYD4
02175
11 111
6 RESVOR 2
025
2 37.0
1 1 1 1 1
ENDATA
7 INCREM 6
0.10
7 COMPUT 7
01
020.
7.0
1.0
22 01 01
ENDCMPI
7 COMPUT 7
01
020.
9.0
1.0
22 01 02
ENDCMP 1
7 COMPUT 7
01
020.
10.0
1.0
22 01 03
ENDCMPI
ENDJOB 2

NANOVER DESIGN SERVICES, PA
319 WALNUT STREET
WILMINGTON NC 28401
0... .«...«............».....,END OF 80-80 LIST..........« .............«..,..
TR20 XEQ 03-27-03 14:20 Oleander -College 10-YR, 50-YR, AND 100-YR BASIN ROUTING JOB 1 PASS
1
REV PC 09183(.2) ULTIMATE BUILD -OUT As -built condition, FILENAME 2466SWM7.txt PAGE 1
EXECUTIVE CONTROL OPERATION INCREM RECORD ID
+ MAIN TIME INCREMENT = .10 HOURS
EXECUTIVE CONTROL OPERATION COMPUT RECORD ID
r FROM STRUCTURE 1
F TO STRUCTURE 2
STARTING TIME _ .00 RAIN DEPTH = 7.00 RAIN DURATION= 1.00 RAIN TABLE NO.= 2 ANT. MOIST. COND= 2
ALTERNATE NO.=1 STORM NO.= 1 MAIN TIME INCREMENT = .10 HOURS
OPERATION RUNOFF STRUCTURE 1
OUTPUT HYDROGRAPH= 6
AREA= .01 SQ MI INPUT RUNOFF CURVE= 92. TIME OF CONCENTRATION= .30 HOURS
INTERNAL HYDROGRAPH TIME INCREMENT= .0400 HOURS
PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET)
12.07 38.59 (RUNOFF)
TIME(HRS) FIRST HYDROGRAPH POINT = .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA
.01 SQ.MI.
2.00
DISCHG
.00
.00
.00
.00
.01
.01 .02
.03
.04
.05
3.00
DISCHG
.06
.07
.08
.08
.09
.10 .11
.11
.12
.14
4.00
DISCHG
.17
.19
.20
.21
.23
.24 .25
.26
.27
.28
5.00
DISCHG
.28
.29
.30
.31
.32
.33 .33
.34
.35
.35
6.00
DISCHG
.36
.38
.42
.45
.47
.49 .50
.51
.52
.53
7.00
DISCHG
.53
.54
.55
.56
.56
.57 .58
.58
.59
.59
8.00
DISCHG
.60
.62
.67
.71
.77
.83 .87
.89
.90
.91
9.00
DISCHG
.92
.95
1.00
1.05
1.08
1.09
1.12
1.18
1.23
1.26
10.00
DISCHG
1.28
1.31
1.37
1.43
1.53
1.65
1.78
1.98
2.15
2.35
11.00
DISCHG
2.56
2.74
2.97
3.18
3.46
3.85
5.43
9.87
14.68
23.77
12.00
DISCHG
35.37
38.00
27.56
16.78 10.99
7.80
6.08
5.09
4.47
3.99
13.00
DISCHG
3.58
3.30
3.02
2.81
2.63
2.47
2.33
2.17
2.05
1.95
14.00
DISCHG
1.86
1.79
1.71
1.64
1.57
1.50
1.43
1.35
1.29
1.26
15.00
DISCHG
1.25
1.25
1.24
1.24
1.20
1.13
1.09
1.08
1.07
1.07
16.00
DISCHG
1.07
1.07
1.07
1.07
1.07
1.07
1.05
.99
.93 .91
17.00
DISCHG
.90
.89
.89
.89
.89
.89
.89
.89
.88
.84
18.00
DISCHG
.78
.74
.72
.72
.71
.71
.71
.71
.71
.71
19.00
DISCHG
.71
.71
.71
.71
.71
.71
.71
.71
.71
.66
20.00
DISCHG
.60
.56
.55
.54
.54
.54
.53
.53
.53
.53
21.00
DISCHG
.53
.53
.53
.53
.53
.53
.53
.53
.53
.53
22.00
DISCHG
.53
.53
.53
.53
.53
.53
.53
.53
.53
.53
23.00
DISCHG
.53
.53
.53
.53
.53
.53
.53
.53
.53
.49
24.00
DISCHG
.42
.35
.21
.10
.04
02
.01
.00
RUNOFF VOLUME ABOVE BASEFLOW = 6.05 WATERSHED INCHES, 39.07 CFS-HRS, 3.23 ACRE-FEET; BASEFLOW
.00 CFS

NANOVER DESIGN SERVICES, PA
319 WALNUT STREET
Wilt„ INGTON NC 28401
-- HYDROGRAPH FOR STRUCTURE 1, ALTERNATE 1, STORM 1, ADDED TO OUTPUT HYDROGRAPH FILE -
OPERATION RESVOR STRUCTURE 1
INPUT HYDROGRAPH= 6 OUTPUT HYDROGRAPH= 1
SURFACE ELEVATION= 37.60
1
TR20 XEQ 03-27-03 1420 Oleander -College 10-YR, 50-YR, AND 100-YR BASIN ROUTING JOB 1 PASS
1
REV PC 09183(.2)
ULTIMATE BUILD -OUT As -built condition, FILENAME 2466SWM7.txt PAGE 2
PEAK TIME(HRS)
PEAK DISCHARGE(CFS)
PEAK ELEVATION(FEET)
12.22
25.85
40.24
TIME(HRS) FIRST HYDROGRAPH POINT = .00
HOURS
TIME INCREMENT
= .10 HOURS DRAINAGE AREA =
.01 SQ.MI.
3.00
DISCHG
.00
.00
.00
.00
.00
.00
.00
.00 .00
.01
4.00
DISCHG
.01
.01
.01
.01
.01
.01
.01
.01 .02
.02
5.00
DISCHG
.02
.02
.02
.02
.02
.03
.03
.03 .03
.03
6.00
DISCHG
.04
.04
.04
.04
.04
.05
.05
.05 .05
.06
7.00
DISCHG
.06
.06
.06
.07
.07
.07
.07
.08 .08
.08
8.00
DISCHG
.09
.09
.09
.10
.10
.10
.10
.11 .11
.11
9.00
DISCHG
.12
.12
.12
.13
.13
.13
.14
.14 .15
.15
10.00
DISCHG
.16
.16
.16
.17
.17
.18
.19
.19 .20
.21
11.00
DISCHG
.22
.23
.24
.25
.26
.28
.29
.34 .75
7.09
12.00
DISCHG
17.97
24.40
25.81
25.20 23.30
17.12
12.19 9.00 6.96 5.76
13.00
DISCHG
5.12
4.57
4.12
3.73
3.40
3.13
2.89 2.68
2.50 2.34
14.00
DISCHG
2.20
2.08
1.97
1.88
1.79
1.71
1.63 1.55
1.48 1.41
15.00
DISCHG
1.36
1.33
1.30
1.28
1.26
1.23
1.19 1.16
1.13 1.11
16.00
DISCHG
1.10
1.09
1.08
1.08
1.07
1.07
1.07 1.05
1.02 .99
17.00
DISCHG
.96
.94
.92
.91
.91
.90
.90
.89 .89
.88
18.00
DISCHG
.86
.83
.80
.77
.75
.74
.73
.73 .72
.72
19.00
DISCHG
.72
.71
.71
.71
.71
.71
.71
.71 .71
.70
20.00
DISCHG
.68
.65
.62
.59
.58
.56
.55
.55 .54
.54
21.00
DISCHG
.54
.54
.54
.54
.54
.53
.53
.53 .53
.53
22.00
DISCHG
.53
.53
.53
.53
.53
.53
.53
.53 .53
.53
23.00
DISCHG
.53
.53
.53
.53
.53
.53
.53
.53 .53
.53
24.00
DISCHG
.50
.47
.40
.40
.40
.39
.39
.39 .39
.39
25.00
DISCHG
.38
.38
.38
.38
.37
.37
.37
.37 .37
.36
26.00
DISCHG
.36
.36
.36
.35
.35
.35
.35
.35 .34
.34
27.00
DISCHG
.34
.34
.34
.33
.33
.33
.33
.33 .32
.32
28.00
DISCHG
.32
.32
.32
.32
.31
.31
.31
.31 .31
.30
29.00
DISCHG
.30
.30
.30
.30
.30
.30
.29
.29 .29
.29
RUNOFF VOLUME ABOVE BASEFLOW = 5.03 WATERSHED INCHES, 32.45 CFS-HRS, 2.68 ACRE-FEET; BASEFLOW
.00 CFS
- HYDROGRAPH FOR STRUCTURE 1, ALTERNATE 1, STORM 1, ADDED TO OUTPUT HYDROGRAPH FILE -

HANOVER DESIGN SERVICES, PA
319 WALNUT STREET
WILM;NGTON NC 28401 �
OPERATION RUNOFF STRUCTURE 2
OUTPUTHYDROGRAPH= 7
AREA= .00 SQ MI INPUT RUNOFF CURVE= 70. TIME OF CONCENTRATION= .50 HOURS
INTERNAL HYDROGRAPH TIME INCREMENT= .0667 HOURS
PEAK TIME(HRS)
PEAK DISCHARGE(CFS)
PEAK ELEVATION(FEET)
12.20
5.80
(RUNOFF)
TIME(HRS)
FIRST HYDROGRAPH
POINT
=
.00 HOURS
TIME INCREMENT
=
.10 HOURS DRAINAGE AREA =
.00 SQ.MI.
8.00
DISCHG
.00
.00
.00
.00
.00
.00
.00
.01
.01
.01
9,00
DISCHG
.02
.02
.02
.03
.03
.04
.04
.05
.05
.06
10.00
1
DISCHG
.06
.07
.07
.08
.09
.10
.11
.13
.15
.17
TR20 XEQ 03-27-03 14:20
Oleander -College
10-YR, 50-YR,
AND 100-YR BASIN ROUTING JOB 1 PASS
1
REV
PC 09I83(.2)
ULTIMATE BUILD -OUT
As -built condition, FILENAME
2466SWM7.txt PAGE 3
11.00
DISCHG
.19
.22
.25
.28
.32
.37
.47
.75
1.25
2.20
12.00
DISCHG
3.69
5.17
5.80
5.13 4.03
3.01 2.30
1.84 1.50
1.28
13.00
DISCHG
1.10
.98
.87
.79
.72
.66
.61
.58
.54
.51
14.00
DISCHG
.48
.46
.44
.42
.40
.39
.37
.35
.34
.32
15.00
DISCHG
.31
.31
.31
.30
.30
.29
.28
.27
.27
.26
16.00
DISCHG
.26
.26
.26
.26
.26
.26
.26
.25
.24
.24
17.00
DISCHG
.23
.22
.22
.22
.22
.22
.22
.22
.22
.22
18,00
DISCHG
.21
.20
.19
.18
.18
.18
.18
.18
.18
.18
19.00
DISCHG
.18
.18
.18
.18
.18
.18
.18
.18
.18
.17
20.00
DISCHG
.17
.16
.15
.14
.14
.14
.14
.13
.13
.13
21.00
DISCHG
.13
.13
.13
.13
.13
.13
.13
.13
.13
.13
22.00
DISCHG
.13
.13
.13
.13
.13
.13
.13
.13
.13
.13
23.00
DISCHG
.13
.13
.13
.13
.13
.13
.13
.13
.13
.13
24.00
DISCHG
.12
.11
.09
.07
04
.03
.02
.01
.01
.00
RUNOFF VOLUME ABOVE BASEFLOW = 3.61 WATERSHED INCHES, 7.00 CFS-HRS, .58 ACRE-FEET; BASEFLOW
.00 CFS
- HYDROGRAPH FOR STRUCTURE 2, ALTERNATE 1, STORM 1, ADDED TO OUTPUT HYDROGRAPH FILE -
OPERATION ADDHYD STRUCTURE 2
INPUT HYDROGRAPHS= 1,7 OUTPUT HYDROGRAPH= 5
PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET)
12.21 31.63 41.52
TIME(HRS) FIRST HYDROGRAPH POINT = .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA =
.01 SQ.MI.
3.00 DISCHG .00 .00 .00 .00 .00 .00 .00 .00 .00 .01
4.00 DISCHG .01 .01 .01 .01 .01 .01 .01 .01 .02 .02

HANOVER DESIGN SERVICES, PA
319 WALNUT STREET
WIL.MINGTON NC 28401
5.00
DISCHG
.02
.02
.02
.02
.02
.03
.03 .03 .03
.03
6.00
DISCHG
.04
.04
.04
.04
.04
.05
.05 .05 .05
.06
7.00
DISCHG
.06
.06
.06
.07
.07
.07
.07 .08 .08
.08
8.00
DISCHG
.09
.09
.09
.10
.10
.10
.10 .11 .12
.13
9.00
DISCHG
.13
.14
.15
.15
.16
.17
.18 .19 .20
.21
10.00
DISCHG
.22
.23
.24
.25
.26
.28
.30 .32 .35
.38
11.00
DISCHG
.41
.45
.49
.53
.58
.64
.76 1.09 2.00
9.29
12.00
DISCHG
21.66
29.57
31.61
30.33 27.33
20.13 14.49 10.83
8.46 7.03
13.00
DISCHG
6.22
5.55
4.98
4.51
4.12
3.79
3.50 3.26
3.04 2.85
14.00
DISCHG
2.68
2.54
2.41
2.30
2.19
2.09
2.00 1.91
1.81 1.74
15.00
DISCHG
1.68
1.64
1.61
1.58
1.56
1.52
1.47 1.43
1.40 1.38
16.00
DISCHG
1.36
1.35
1.34
1.34
1.33
1.33
1.32 1.30
1.27 1.22
17.00
DISCHG
1.19
1.16
1.15
1.13
1.13
1.12
1.12 1.11
1.11 1.10
18.00
DISCHG
1.07
1.03
.99
.96
.94
.92
.91 .90 .90
.89
%00
DISCHG
.89
.89
.89
.89
.89
.89
.89 .89 .89
.88
20.00
DISCHG
.85
.80
.77
.74
.71
.70
.69 .68 .68
.67
21.00
DISCHG
.67
.67
.67
.67
.67
.67
.67 .67 .67
.67
22.00
DISCHG
.67
.67
.67
.67
.67
.67
.67 .67 .67
.67
23.00
DISCHG
.67
.67
.67
.67
.67
.67
.67 .67 .67
.66
24.00
1
DISCHG
.63
.57
.49
.46
.44
.42
.41 .40 .39
.39
TR20 XEQ 03-27-03 14:20
Oleander -College 10-YR, 50-YR, AND 100-YR BASIN ROUTING JOB 1 PASS
1
REV
PC 09183(.2)
ULTIMATE BUILD -OUT
As -built
condition, FILENAME
2466SWM7.txt PAGE 4
25.00
DISCHG
.38
.38
.38
.38
.37
.37
.37
.37
.37
.36
26.00
DISCHG
.36
.36
.36
.35
.35
.35
.35
.35
.34
.34
27.00
DISCHG
.34
.34
.34
.33
.33
.33
.33
.33
.32
.32
28.00
DISCHG
.32
.32
.32
.32
.31
.31
.31
.31
.31
.30
29.00
DISCHG
.30
.30
.30
.30
.30
.30
.29
.29
.29
.29
RUNOFF VOLUME ABOVE BASEFLOW = 4.70 WATERSHED INCHES, 39.45 CFS-HRS, 3.26 ACRE-FEET; BASEFLOW
_ .00 CFS
--- HYDROGRAPH FOR STRUCTURE 2, ALTERNATE 1, STORM 1, ADDED TO OUTPUT HYDROGRAPH FILE -
OPERATION RESVOR STRUCTURE 2
INPUT HYDROGRAPH= 5 OUTPUT HYDROGRAPH= 2
SURFACE ELEVATION= 37.00
PEAK TIME(HRS)
PEAK DISCHARGE(CFS)
PEAK ELEVATION(FEET)
12.23
33.13
41.53
TIME(HRS) FIRST HYDROGRAPH POINT =
.00 HOURS
TIME
INCREMENT =
.10 HOURS DRAINAGE AREA =
.01 SQ.MI.
4.00 DISCHG
.00
.00
.00
.00
.00
.00
.00
.01
.01
.01
5.00 DISCHG
.01
.01
.01
.01
.01
.01
.01
.02
.02
.02
6.00 DISCHG
.02
.02
.02
.02
.02
.03
.03
.03
.03
.03
7.00 DISCHG
.04
.04
.04
.04
.04
.05
.05
.05
.05
.05
8.00 DISCHG
.06
.06
.06
.06
.07
.07
.07
.08
.08
.08

ItANOVER DESIGN SERVICES, PA
319 WALNUT STREET
UL&iWGTON NC 28401
9.00
DISCHG
.09
.09
.09
.10
.10
.11
.11 .12 .13
.13
10.00
DISCHG
.14
.14
.15
.16
.17
.17
.18 .19 .27
.37
11.00
DISCHG
.39
.43
.47
.51
.56
.61
.71 .94 1.59
6.03
12.00
DISCHG
14.37
20.95
32.49
29.56 28.15
22.68 19.54 15.52
12.08 7.36
13.00
DISCHG
6.55
5.81
5.21
4.70
4.27
3.92
3.62 3.36 3.13
2,93
14.00
DISCHG
2.75
2.60
2.46
2.35
2.24
2.14
2.04 1.95 1.85
1.77
15.00
DISCHG
1.70
1.65
1.62
1.59
1.57
1.54
1.49 1.45 1.41
1.39
16.00
DISCHG
1.37
1.35
1.34
1.34
1.33
1.33
1.33 1.31 1.28
1.24
17.00
DISCHG
1.20
1.17
1.15
1.14
1.13
1.12
1.12 1.11 1.11
1.10
18.00
DISCHG
1.08
1.04
1.00
.97
.94
.93
.91 .91 .90
.90
19.00
DISCHG
.89
.89
.89
.89
.89
.89
.89 .89 .89
.88
20.00
DISCHG
86
.82
.78
.75
.72
.71
.69 .69 .68
.68
21.00
DISCHG
.67
.67
.67
.67
.67
.67
.67 .67 .67
.67
22.00
DISCHG
.67
.67
.67
.67
.67
.67
.67 .67 .67
.67
23.00
DISCHG
.67
.67
.67
.67
.67
.67
.67 .67 .67
.66
24.00
DISCHG
.64
.60
.53
.48
.45
.43
.41 .40 .40
.39
25.00
DISCHG
.38
.38
.38
.38
.38
.37
.37 .37 .37
.36
26.00
DISCHG
.36
.36
.36
.36
.35
.35
.35 .35 .35
.34
27.00
DISCHG
.34
.34
.34
.34
.33
.33
.33 .33 .33
.32
28.00
DISCHG
.32
.32
.32
.32
.31
.31
.31 .31 .31
.31
29.00
DISCHG
.30
.30
.30
.30
.30
.30
.29 .29 .29
.29
RUNOFF VOLUME ABOVE BASEFLOW = 4.64 WATERSHED INCHES, 38.93 CFS-HRS, 3.22 ACRE-FEET; BASEFLOW
_ .00 CFS
--- HYDROGRAPH FOR STRUCTURE 2, ALTERNATE 1, STORM 1, ADDED TO OUTPUT HYDROGRAPH FILE -
TR20 XEQ 03-27.03 14:20 Oleander -College 10-YR, 50-YR, AND 100-YR BASIN ROUTING JOB 1 PASS
2
REV PC 09183(.2) ULTIMATE BUILD -OUT As -built condition, FILENAME 2466SWM7.txt
EXECUTIVE CONTROL OPERATION ENDCMP
+ COMPUTATIONS COMPLETED FOR PASS 1
TR20 XEQ 03-27-03 14:20
2
REV PC 09183(.2)
Oleander -College 10-YR, 50-YR, AND 100-YR BASIN ROUTING
ULTIMATE BUILD -OUT As -built condition, FILENAME 2466SWM7.bd
EXECUTIVE CONTROL OPERATION COMPUT
+ FROM STRUCTURE 1
+ TO STRUCTURE 2
RECORDID
RECORDID
PAGE 5
JOB 1 PASS
PAGE 6

NANOVER DESIGN SERVICES, PA
319 WALNUT STREET
WILWINGTON NC 28401
STARTING TIME = .00 RAIN DEPTH = 9.00 RAIN DURATION= 1.00 RAIN TABLE NO.= 2 ANT. MOIST. COND= 2
ALTERNATE NO.= 1 STORM NO.= 2 MAIN TIME INCREMENT = .10 HOURS
OPERATION RUNOFF STRUCTURE 1
OUTPUT HYDROGRAPH= 6
AREA= .01 SQ MI INPUT RUNOFF CURVE= 92. TIME OF CONCENTRATION= .30 HOURS
INTERNAL HYDROGRAPH TIME INCREMENT= .0400 HOURS
PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET)
12.07 50.40 (RUNOFF)
TIME(HRS) FIRST HYDROGRAPH POINT = .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA =
.01 SQ.MI.
1,00
DISCHG
.00
.00
.00
.00
.00
.00
.00 .00
.00
.01
2.00
DISCHG
.02
.03
.04
.06
.07
.09
.10 .12
.13
.14
3.00
DISCHG
.15
.16
.18
.19
.20
.21
.22 .23
.24
.27
4.00
DISCHG
.31
.34
.36
.38
.40
.41
.42 .44
.45
.46
5.00
DISCHG
.47
.48
.49
.50
.51
.52
.53 .54
.54
.55
6.00
DISCHG
.56
.58
.64
.69
.72
.74
.76 .77
.78
.79
7.00
DISCHG
.80
.80
.81
.82
.83
.84
.84 .85
.86
.86
8.00
DISCHG
.87
.89
.96
1.03
1.10
1.18
1.24 1.26 1.28 1.29
9.00
DISCHG
1.30
1.33
1.41
1.47
1.51
1.53
1.56
1.64 1.71
1.75
10.00
DISCHG
1.77
1.80
1.88
1.96
2.10
2.26
2.44
2.69
2.93
3.19
11.00
DISCHG
3.47
3.71
4.01
4.28
4.65
5.16
7.25
13.12
19.44
31.29
12,00
DISCHG
46.32
49.60
35.90 21.84 14.29
10.12 7.89
6.61
5.80 5.17
13.00
DISCHG
4.63
4.27
3.91
3.64
3.41
3.19
3.02
2.82
2.65
2.52
14.00
DISCHG
2.41
2.32
2.21
2.12
2.03
1.94
1.85
1.75
1.67
1.64
15.00
DISCHG
1.62
1.61
1.61
1.60
1.55
1.47
1.42
1.40
1.39
1.38
16.00
DISCHG
1.38
1.38
1.38
1.38
1.38
1.38
1.35
1.28
1.21
1.17
17.00
DISCHG
1.16
1.15
1.15
1.15
1.15
1.15
1.15
1.15
1.14
1.09
18.00
DISCHG
1.01
.96
.94
.93
.92
.92
.92 .92
.92
.92
19.00
DISCHG
.92
.92
.92
.92
.92
.92
.92 .92
.91
.86
20.00
DISCHG
.78
.73
.71
.70
.69
.69
.69 .69
.69
.69
21.00
DISCHG
.69
.69
.69
.69
.69
.69
.69 .69
.69
.69
22.00
DISCHG
.69
.69
.69
.69
.69
.69
.69 .69
.69
.69
23.00
DISCHG
.69
.69
.69
.69
.69
.69
.69 .69
.68
.63
24.00
DISCHG
.55
.45
.27
.12
.05
.02
.01 .00
RUNOFF VOLUME ABOVE BASEFLOW = 8.03 WATERSHED INCHES, 51.94 CFS-HRS, 4.28 ACRE-FEET; BASEFLOW
_ .00 CFS
--- HYDROGRAPH FOR STRUCTURE 1, ALTERNATE 1, STORM 2, ADDED TO OUTPUT HYDROGRAPH FILE -
OPERATION RESVOR STRUCTURE 1
INPUT HYDROGRAPH= 6 OUTPUT HYDROGRAPH= 1
SURFACE ELEVATION= 37.60
1
TR20 XEQ 03-27-03 14:20
2
REV PC 09183(.2)
Oleander -College 10-YR, 50-YR, AND 100-YR BASIN ROUTING
ULTIMATE BUILD -OUT As -built condition, FILENAME 2466SWM7.W
JOB 1 PASS
PAGE 7

HANOVER DESIGN SERVICES, PA
319 WALNUT STREET
WILMINGTON NC 28401
PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET)
12.22 35.38 40.62
TIME(HRS) FIRST HYDROGRAPH POINT = .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA =
.01 SQ.MI.
3.00
DISCHG
.00
.01
.01 .01
.01
.01 .01
.01
.01
.01
4.00
DISCHG
.02
.02
.02 .02
.02
.03 .03
.03
.03
.03
5.00
DISCHG
.04
.04
.04 .04
.05
.05 .05
.05
.06
.06
6.00
DISCHG
.06
.07
.07 .07
.08
.08 .08
.09
.09
.09
7.00
DISCHG
.10
.10
.10 .11
.11
.11 .12
.12
.12
.12
8.00
DISCHG
.13
.13
.13 .14
.14
.14 .15
.15
.16
.16
9.00
DISCHG
.17
.17
.17 .18
.18
.19 .20
.20
.21
.21
10.00
DISCHG
.22
.23
.23
.24
.25
.26
.26
.27
.28
.30
11.00
DISCHG
.31
.33
.35
.37
.40
1.72
3.17
5.44
10.41
17.65
12.00
DISCHG
24.70
28.61
35.24
31.88 27.60
25.01
21.03
14.36 10.41 8.03
13.00
DISCHG
6.51
5.68
5.16
4.71
4.33
4.00
3.71 3.45
3.22 3.01
14,00
DISCHG
2.84
2.68
2.55
2.43
2.31
2.21
2.11
2.01
1.91 1.83
15.00
DISCHG
1.76
1.72
1.68
1.66
1.63
1.59
1.54 1.50
1.46 1,44
16.00
DISCHG
1.42
1.41
1.40
1.39
1.39
1.38
1.38 1.36
1.32 1.28
17.00
DISCHG
1.24
1.21
1.19
1,18
1.17
1.16
1.16
1.16
1.15 1.14
18.00
DISCHG
1.11
1.07
1.03
1.00
.97
.96
.95
.94
.93 .93
19.00
DISCHG
.93
.92
.92
.92
.92
.92
.92
.92
.92
.91
20.00
DISCHG
.88
.94
.80
.77
.74
.73
.72
.71
.70
.70
21.00
DISCHG
.70
.69
.69
.69
.69
.69
.69
.69
.69
.69
22.00
DISCHG
.69
.69
.69
.69
.69
.69
.69
.69
.69
.69
23.00
DISCHG
.69
.69
.69
.69
.69
.69
.69
.69
.69
.68
24.00
DISCHG
.65
.60
.52
.42
.40
.40
.39
.39
.39
.39
25.00
DISCHG
.38
.38
.38
.38
.38
.37
.37
.37
.37
.36
26.00
DISCHG
.36
.36
.36
.36
.35
.35
.35
.35
.35
.34
27.00
DISCHG
.34
.34
.34
.34
.33
.33
.33
.33
.33
.32
28.00
DISCHG
.32
.32
.32
.32
.31
.31
.31
.31
.31
.31
29.00
DISCHG
.30
.30
.30
.30
.30
.30
.30
.29
.29
.29
RUNOFF VOLUME ABOVE BASEFLOW = 6.99 WATERSHED INCHES, 45.10 CFS-HRS, 3.73 ACRE-FEET; BASEFLOW
_ .00 CFS
-- HYDROGRAPH FOR STRUCTURE 1, ALTERNATE 1, STORM 2, ADDED TO OUTPUT HYDROGRAPH FILE -
OPERATION RUNOFF STRUCTURE 2
OUTPUT HYDROGRAPH= 7
AREA= .00 SQ MI INPUT RUNOFF CURVE= 70. TIME OF CONCENTRATION= .50 HOURS
INTERNAL HYDROGRAPH TIME INCREMENT= .0667 HOURS
PEAK TIME(HRS)
PEAK DISCHARGE(CFS)
PEAK ELEVATION(FEET)
12.19
8.56
(RUNOFF)
TIME(HRS) FIRST HYDROGRAPH POINT =
.00 HOURS
TIME INCREMENT =
.10 HOURS DRAINAGE AREA
.00 SQ.MI.
7.00 DISCHG .00
.00 .00 .01
.01 .01
.01 .02 .02
.02
8.00 DISCHG .02
.03 .03 .03
.04 .05
.05 .06 .06
.07
9.00 DISCHG .07
.08 .08 .09
.10 .11
.11 .12 .13
.14

FIANOVER DESIGN SERVICES, PA
319 WALNUT STREET
IMLUU,NGTON NC 28401 i
TR20 XEQ 03-27.03 14:20 Oleander -College 10-YR, 50-YR, AND 100-YR BASIN ROUTING
2
REV PC 09183(.2) ULTIMATE BUILD -OUT As -built condition, FILENAME 2466SWM7.txt
10.00
DISCHG
.15
.16
.17
.18
.19
.21
.23
.26
.29
.33
11.00
DISCHG
.37
.41
.46
.51
.56
.64
.81
1.26
2.04
3.47
12.00
DISCHG
5.65
7.74
8.55
7.50
5.85
4.35
3.30 2.62 2.14
1.81
13.00
DISCHG
1.56
1.37
1.22
1.10
1.00
.92
.85
.80
.75
.71
14.00
DISCHG
.67
.64
.61
.58
.56
.54
.51
.49
.47
.45
15.00
DISCHG
.43
.43
.42
A2
.41
.40
.39
.38
.37
.36
16.00
DISCHG
.36
.36
.36
.36
.36
.36
.36
.35
.34
.32
17.00
DISCHG
.31
.31
.31
.30
.30
.30
.30
.30
.30
.30
18.00
DISCHG
.29
.27
.26
.25
.25
.25
.24
.24
.24
.24
19.00
DISCHG
.24
.24
.24
.24
.24
.24
.24
.24
.24
.24
20.00
DISCHG
.23
.21
.20
.19
.19
.19
.19
.18
.18
.18
21.00
DISCHG
.18
.18
.18
.18
.18
.18
.18
.18
.18
.18
22.00
DISCHG
.18
.18
.18
.18
.18
.18
.18
.18
.18
.18
23.00
DISCHG
.18
.18
.18
.18
.18
.18
.18
.18
.18
.18
24.00
DISCHG
.17
.15
.12
.09
.06
.04
.02
.01
.01
.00
JOB 1 PASS
PAGE 8
RUNOFF VOLUME ABOVE BASEFLOW = 5.33 WATERSHED INCHES, 10.32 CFS-HRS, .85 ACRE-FEET; BASEFLOW
.00 CFS
--- HYDROGRAPH FOR STRUCTURE 2, ALTERNATE 1, STORM 2, ADDED TO OUTPUT HYDROGRAPH FILE -
OPERATION ADDHYD STRUCTURE 2
INPUT HYDROGRAPHS=1,7 OUTPUT HYDROGRAPH= 5
PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET)
12.21 43.89 41.56
TIME(HRS) FIRST HYDROGRAPH POINT = .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA =
.01 SQ.MI.
3.00
DISCHG
.00
.01
.01
.01
.01
.01
.01
.01
.01
.01
4.00
DISCHG
.02
.02
.02
.02
.02
.03
.03
.03
.03
.03
5.00
DISCHG
.04
.04
.04
.04
.05
.05
.05
.05
.06
.06
6.00
DISCHG
.06
.07
.07
.07
.08
.08
.08
.09
.09
.09
7.00
DISCHG
.10
.10
.10
.11
.12
.12
.13
.13
.14
.14
8.00
DISCHG
.15
.16
.16
.17
.18
.19
.20
.21
.22
.23
9.00
DISCHG
.24
.25
.26
.27
.28
.30
.31
.32
.34
.35
10.00
DISCHG
.37
.38
.40
.42
.44
.47
.50
.53
.58
.62
11.00
DISCHG
.68
.74
.81
.88
.96
2.37
3.98 6.70 12.45 21.12
12.00
DISCHG
30.35
36.35
43.80
39.39 33.45
29.35
24.33 16.98 12.55
9.83
13.00
DISCHG
8.07
7.05
6.38
5.81
5.33
4.92
4.56
4.25
3.97
3.72
14.00
DISCHG
3.51
3.32
3.16
3.01
2.87
2.74
2.62
2.50
2.38
2.28
15.00
DISCHG
2.20
2.14
2.10
2.08
2.04
1.99
1.93
1.87
1.83
1.80
16.00
DISCHG
1.78
1.77
1.76
1.75
1.75
1.74
1.73
1.71
1.66
1.60
17.00
DISCHG
1.56
1.52
1.50
1.48
1.47
1.47
1.46
1.46
1.45
1.44
18.00
DISCHG
1.40
1.34
1.29
1.25
1.22
1.20
1.19
1.18
1.17
1.17

HANOVER DESIGN SERVICES, PA
319 WALNUT STREET
VI LMINGTON NC 28401
19.00 DISCHG 1.17 1,17 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.15
20.00
DISCHG
1.11
1.05
1.00
.96
.93
.91
.90
.89
.89
.88
21.00
DISCHG
.88
.88
.88
.87
.87
.87
.87
.87
.87
.87
22.00
DISCHG
.87
.87
.87
.87
.87
.87
.87
.87
.87
.87
23.00
DISCHG
.87
.87
.87
.87
.87
.87
.87
.87
.87
.86
1
TR20 XEQ 03-27-03 14:20
Oleander
-College
10-YR, 50-YR,
AND 100-YR BASIN ROUTING JOB 1 PASS
2
REV
PC 09183(.2)
ULTIMATE BUILD -OUT As -built condition, FILENAME 2466SWM7.txt PAGE 9
24.00
DISCHG
.82
.75
.65
.51
.46
.43
.42
.40
.40
.39
25.00
DISCHG
.38
.38
.38
.38
.38
.37
.37
.37
.37
.36
26.00
DISCHG
.36
.36
.36
.36
.35
.35
.35
.35
.35
.34
27.00
DISCHG
.34
.34
.34
.34
.33
.33
.33
.33
.33
.32
28.00
DISCHG
.32
.32
.32
.32
.31
.31
.31
.31
.31
.31
29.00
DISCHG
.30
.30
.30
.30
.30
.30
.30
.29
.29
.29
RUNOFF VOLUME ABOVE BASEFLOW = 6.61 WATERSHED INCHES, 55.42 CFS-HRS, 4.58 ACRE-FEET; BASEFLOW
.00 CFS
--- HYDROGRAPH FOR STRUCTURE 2, ALTERNATE 1, STORM 2, ADDED TO OUTPUT HYDROGRAPH FILE -
OPERATION RESVOR STRUCTURE 2
INPUT HYDROGRAPH= 5 OUTPUT HYDROGRAPH= 2
SURFACE ELEVATION= 37.00
PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET)
12.24 42.12 41.55
TIME(HRS) FIRST HYDROGRAPH POINT = .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA =
.01 SQ.MI.
3.00
DISCHG
.00
.00
.00 .00
.00
.00
.00 .00
.00
.01
4.00
DISCHG
.01
.01
.01 .01
.01
.01
.01 .01
.01
.02
5.00
DISCHG
.02
.02
.02 .02
.02
.03
.03 .03
.03
.03
6.00
DISCHG
.04
.04
.04 .04
.05
.05
.05 .05
.06
.06
7.00
DISCHG
.06
.06
.07 .07
.07
.08
.08 .09
.09
.09
8.00
DISCHG
.10
.10
.11 .11
.12
.12
.13 .13
.14
.15
9.00
DISCHG
.15
.16
.17 .18
.18
.19
.22 .32
.33
.35
10.00
DISCHG
.36
.38
.39
.41
.43
.45
.48 .52
.56
.60
11.00
DISCHG
.65
.71
.78
.85
.93
1.72
3.29 5.56 10.00
14.91
12.00
DISCHG
21.24
38.20
41.80
41.40
31.83 31.00
23.70 21.92 17.74 13.91
13.00
DISCHG
10.13
7.28
6.65
6.04
5.52
5.08 4.70
4.38
4.08
3.82
14.00
DISCHG
3.59
3.40
3.22
3.07
2.93
2.80
2.67
2.55
2.43
2.32
15.00
DISCHG
2.23
2.17
2.12
2.09
2.06
2.01
1.96
1.90
1.85
1.81
16,00
DISCHG
1.79
1.77
1.76
1.75
1.75
1.74
1.74
1.72
1.68
1.63
17.00
DISCHG
1.58
1.54
1.51
1.49
1.48
1.47
1.46
1.46
1.46
1.44
18.00
DISCHG
1.41
1.37
1.31
1.27
1.24
1.21
1.20
1.18
1.18
1.17
19.00
DISCHG
1.17
1.17
1.17
1.16
1.16
1.16
1.16
1.16
1.16
1.15
20.00
DISCHG
1.12
1.08
1.02
.98
.95
.92
.91 .90 .89 .88
21.00
DISCHG
.88
.88
.88
.88
.87
.87
.87 .87
.87
.87

HANOVER DESIGN SERVICES, PA
319 WALNUT STREET
WILMINGTON NC 28401 i
22.00
DISCHG
.87
.87
.87
.87
.87
.87
.87
.87
.87
.87
23.00
DISCHG
.87
.87
.87
.87
.87
.87
.87
.87
.87
.86
24.00
DISCHG
.84
.78
.69
.57
.47
.44
.42
.41
.40
.39
25.00
DISCHG
.39
.38
.38
.38
.38
.37
.37
.37
.37
.37
26.00
DISCHG
.36
.36
.36
.36
.36
.35
.35
.35
.35
.34
27.00
DISCHG
.34
.34
.34
.34
.33
.33
.33
.33
.33
.33
28.00
DISCHG
.32
.32
.32
.32
.32
.31
.31
.31
.31
.31
29.00
DISCHG
.30
.30
.30
.30
.30
.30
.30
.29
.29
.29
RUNOFF VOLUME ABOVE BASEFLOW = 6.64 WATERSHED INCHES, 55.70 CFS-HRS, 4.60 ACRE-FEET; BASEFLOW
_ .00 CFS
1
TR20 XEO 03-27-03 14:20 Oleander -College 10-YR, 50-YR, AND 100-YR BASIN ROUTING JOB 1 PASS
2
REV PC 09/83(.2) ULTIMATE BUILD -OUT As -built condition, FILENAME 2466SWM7.bd
PAGE 10
--- HYDROGRAPH FOR STRUCTURE 2, ALTERNATE 1, STORM 2, ADDED TO OUTPUT HYDROGRAPH FILE -
EXECUTIVE CONTROL OPERATION ENDCMP RECORD ID
+ COMPUTATIONS COMPLETED FOR PASS 2
TR20 XEO 03-27-03 14:20 Oleander -College 10-YR, 50-YR, AND 100-YR BASIN ROUTING JOB 1 PASS
3
REV PC 09/83(.2) ULTIMATE BUILD -OUT As -built condition, FILENAME 2466SWM7.txt PAGE 11
EXECUTIVE CONTROL OPERATION COMPUT RECORD ID
+ FROM STRUCTURE 1
+ TO STRUCTURE 2
STARTING TIME _ .00 RAIN DEPTH =10.00 RAIN DURATION= 1.00 RAIN TABLE NO.= 2 ANT. MOIST. COND= 2
ALTERNATE NO.=1 STORM NO.= 3 MAIN TIME INCREMENT = .10 HOURS
OPERATION RUNOFF STRUCTURE 1
OUTPUT HYDROGRAPH= 6
AREA= .01 SO MI INPUT RUNOFF CURVE= 92. TIME OF CONCENTRATION= .30 HOURS
INTERNAL HYDROGRAPH TIME INCREMENT= .0400 HOURS
PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET)
12.07 56.28 (RUNOFF)

NANOVER DESIGN SERVICES, PA
910 WALNUT STREET
WILMINGTON NC 28401
TIME(HRS) FIRST HYDROGRAPH POINT = .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA =
.01 SQ.MI.
1.00
DISCHG
.00
.00
.00
.00
.00
.00 .00
.00
.01
.03
2.00
DISCHG
.05
.07
.08
.10
.12
.13 .15
.17
.18
.19
3.00
DISCHG
.21
.22
.23
.25
.26
.27 .28
.29
.30
.34
4.00
DISCHG
.39
.43
.45
.47
.49
.50
.52 .53
.54
.56
5.00
DISCHG
.57
.58
.59
.60
.61
.62
.63 .64
.65
.66
6.00
DISCHG
.66
.69
.76
.82
.85
.87
.89 .90
.91
.92
7.00
DISCHG
.93
.94
.95
.96
.96
.97
.98 .98
.99
1.00
8.00
DISCHG
1.00
1.03
1.11
1.18
1.27
1.36
1.42
1.45
1.47
1.48
9.00
DISCHG
1.49
1.53
1.61
1.68
1.72
1.75
1.78
1.87
1.95
1.99
10.00
DISCHG
2.01
2.05
2.14
2.23
2.38
2.57
2.76
3.05
3.32
3.61
11.00
DISCHG
3.92
4.19
4.52
4.83
5.25
5,81
8.16
14.74
21.81
35.03
12.00
DISCHG
51.77
55.37
40.06
24.36 15.93
11.28
8.79
7.36 6.46 5.76
13.00
DISCHG
5.16
4.75
4.35
4.05
3.79
3.56
3.36
3.14
2.95
2.81
14.00
DISCHG
2.68
2.58
2.46
2.37
2.26
2.16
2.06
1.95
1.86
1.82
15.00
DISCHG
1.80
1.80
1.79
1.78
1.72
1.63
1.58
1.55
1.54
1.54
16.00
DISCHG
1.54
1.53
1.53
1.53
1.53
1.53
1.51
1.42
1.34
1.31
17.00
DISCHG
1.29
1.28
1.28
1.28
1.28
1.28
1.28
1.28
1.27
1.21
18.00
DISCHG
1.12
1.07
1.04
1.03
1.03
1.03
1.02
1.02
1.02
1.02
19.00
DISCHG
1.02
1.02
1.02
1.02
1.02
1.02
1.02
1.02
1.02
.96
20.00
DISCHG
.87
.81
.79
.78
.77
.77
.77 .77
.77
.77
21.00
DISCHG
.77
.77
.77
.77
.77
.77
.77 .77
.77
.77
22.00
DISCHG
77
.77
.77
.77
.77
.77
.77 .77
.77
.77
23.00
DISCHG
.77
.77
.77
.77
.77
.77
.77 .77
.76
.70
24.00
DISCHG
.61
.50
.30
.14
.06
.03
.01 .00
RUNOFF VOLUME ABOVE BASEFLOW = 9.02 WATERSHED INCHES, 58.24 CFS-HRS, 4.81 ACRE-FEET; BASEFLOW
_ .00 CFS
--- HYDROGRAPH FOR STRUCTURE 1, ALTERNATE 1, STORM 3, ADDED TO OUTPUT HYDROGRAPH FILE -
OPERATION RESVOR STRUCTURE 1
INPUT HYDROGRAPH= 6 OUTPUT HYDROGRAPH= 1
SURFACE ELEVATION= 37.60
1
TR20 XEQ 03-27-03 14:20
3
REV PC 09183(.2)
Oleander -College 10-YR, 50-YR, AND 100-YR BASIN ROUTING
ULTIMATE BUILD -OUT As -built condition, FILENAME 2466SWM7.txt
JOB 1 PASS
PAGE 12
PEAK TIME(HRS)
PEAK DISCHARGE(CFS)
PEAK ELEVATION(FEET)
12.21
41.31
40.74
TIME(HRS) FIRST HYDROGRAPH POINT =
.00 HOURS
TIME INCREMENT =
.10 HOURS DRAINAGE AREA =
.01 SQ.MI.
2.00 DISCHG .00
.00 .00 .00
.00
.00
.00 .00 .01
.01
3.00 DISCHG .01
.01 .01 .01
.01
.01
.02 .02 .02
.02
4.00 DISCHG .02
.02 .03 .03
.03
.03
.04 .04 .04
.04
5.00 DISCHG .05
.05 .05 .06
.06
.06
.07 .07 .07
.07

PANOVER DESIGN SERVICES, PA
910 PlntNUT STREET
Wku..A'GSONNC 28401
6.00
DISCHG
.08
.08
.08
.09
.09
.10 .10
.10
.11
.11
7.00
DISCHG
.11
.12
.12
.12
.13
.13
.13 .14
.14
.14
8.00
DISCHG
.15
.15
.15
.16
.16
.17 .17
.18
.18
.19
9.00
DISCHG
.19
.20
.20
.21
.21
.22
.23 .23
.24
.25
10.00
DISCHG
.25
.26
.27
.28
.29
.29
.31
.32
.34
.36
11.00
DISCHG
.38
.40
1.61
2.60
3.39
4.08
5.02
7.64
12.79
20.35
12.00
DISCHG
25.96
34.02
41.24
36.48 28.64 26.11 23.41
16.75 11.99
9.14
13.00
DISCHG
7.36
6.20
5.60
5.15
4.75
4.40
4.10
3.82
3.57
3.35
14.00
DISCHG
3.15
2.98
2.83
2.70
2.57
2.46
2.34
2.24
2.13
2.04
15.00
DISCHG
1.96
1.91
1.87
1.84
1.82
1.77
1.72
1.67
1.63
1.60
16.00
DISCHG
1.58
1.57
1.56
1.55
1.54
1.54
1.53
1.51
1.47
1.42
17.00
DISCHG
1.38
1.35
1.33
1.31
1.30
1.30
1.29
1.29
1.28
1.27
18.00
DISCHG
1.24
1.19
1.15
1.11
1.08
1.07
1.05
1.04
1.04
1.03
19.00
DISCHG
1.03
1.03
1.03
1.03
1.03
1.02
1.02
1.02
1.02
1.01
20.00
DISCHG
.98
.93
.89
.85
.83
.81
.80
.79
.78
.78
21.00
DISCHG
.77
.77
.77
.77
.77
.77
.77
.77
.77
.77
22.00
DISCHG
.77
.77
.77
.77
.77
.77
.77
.77
.77
.77
23.00
DISCHG
.77
.77
.77
.77
.77
.77
.77
.77
.77
.76
24.00
DISCHG
.72
.67
.58
.46
.40
.40
.39
.39
.39
.39
25.00
DISCHG
.39
.38
.38
.38
.38
.37
.37
.37
.37
.37
26.00
DISCHG
.36
.36
.36
.36
.35
.35
.35
.35
.35
.34
27.00
DISCHG
.34
.34
.34
.34
.33
.33
.33
.33
.33
.32
28.00
DISCHG
.32
.32
.32
.32
.32
.31
.31
.31
.31
.31
29.00
DISCHG
.30
.30
.30
.30
.30
.30
.30
.29
.29
.29
RUNOFF VOLUME ABOVE BASEFLOW = 7.99 WATERSHED INCHES, 51.59 CFS-HRS, 4.26 ACRE-FEET; BASEFLOW
.00 CFS
--- HYDROGRAPH FOR STRUCTURE 1, ALTERNATE 1, STORM 3, ADDED TO OUTPUT HYDROGRAPH FILE -
OPERATION RUNOFF STRUCTURE 2
OUTPUTHYDROGRAPH= 7
AREA= .00 SQ MI INPUT RUNOFF CURVE= 70. TIME OF CONCENTRATION= .50 HOURS
INTERNAL HYDROGRAPH TIME INCREMENT= .0667 HOURS
PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET)
12.19 9.97 (RUNOFF)
TIME(HRS) FIRST HYDROGRAPH POINT = .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA =
.00 SQ.MI.
6.00 DISCHG .00 .00 .00 .00 .00 .00 .00 .00 .01 .01
7.00 DISCHG .01 .01 .02 .02 .02 .03 .03 .03 .04 .04
1
TR20 XEQ 03-27-03 14:20
3
REV PC 09/83(.2)
Oleander -College 10-YR, 50-YR, AND 100-YR BASIN ROUTING
ULTIMATE BUILD -OUT As -built condition, FILENAME 2466SWM7.bd
8.00 DISCHG .04 .05 .05 .06 .06 .07 .08 .09 .09 .10
9.00 DISCHG .11 .11 .12 .13 .14 .15 .16 .17 .18 .19
10.00 DISCHG .20 .21 .22 .23 .25 .27 .30 .33 .37 .42
JOB 1 PASS
PAGE 13

HANOVER DESIGN SERVICES, PA
319 WALNUT STREET
WILMINGTON NC 28401
11.00
DISCHG
.46
.51
.57
.63
.70
.79
.99 1.53
2.45
4.14
12.00
DISCHG
6.66
9.06
9.96
8.71
6.78
5.02
3.81
3.02
2,45 2.08
13.00
DISCHG
1.78
1.57
1.39
1.26
1.14
1.05
.98
.91
.86 .81
14.00
DISCHG
.76
.73
.70
.67
.64
.61
.58
.56
.53
.51
15.00
DISCHG
.49
.49
.48
.48
.47
.46
.44
.43
.42
.41
16.00
DISCHG
.41
.41
.41
.41
.41
.41
.41
.40
.38
.37
17.00
DISCHG
.36
.35
.35
.34
.34
.34
.34
.34
.34
.34
18.00
DISCHG
.32
.31
.30
.29
.28
.28
.28
.28
.28
.28
19.00
DISCHG
.27
.27
.27
.27
.27
27
.28
.28
.27
.27
20.00
DISCHG
.26
.24
.23
.22
.21
.21
.21
.21
.21
.21
21.00
DISCHG
.21
.21
.21
.21
.21
.21
.21
.21
.21
.21
22.00
DISCHG
.21
.21
.21
.21
.21
.21
.21
.21
.21
.21
23.00
DISCHG
.21
.21
.21
.21
.21
.21
.21
.21
.21
.20
24.00
DISCHG
.19
.17
.14
.10
.07
.04
.02
.01
.01
.01
25.00
DISCHG
.00
RUNOFF VOLUME ABOVE BASEFLOW = 6.22 WATERSHED INCHES, 12.04 CFS-HRS, 1.00 ACRE-FEET; BASEFLOW
.00 CFS
--- HYDROGRAPH FOR STRUCTURE 2, ALTERNATE 1, STORM 3, ADDED TO OUTPUT HYDROGRAPH FILE -
OPERATION ADDHYD STRUCTURE 2
INPUT HYDROGRAPHS= 1,7 OUTPUT HYDROGRAPH= 5
PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET)
12.21 51.24 41.58
TIME(HRS) FIRST HYDROGRAPH POINT = .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA =
.01 SQ.MI.
2.00
DISCHG
.00
.00
.00
.00
.00
.00 .00
.00
.01
.01
3.00
DISCHG
.01
.01
.01
.01
.01
.01 .02
.02
.02
.02
4.00
DISCHG
.02
.02
.03
.03
.03
.03 .04
.04
.04
.04
5.00
DISCHG
.05
.05
.05
.06
.06
.06
.07
.07
.07
.07
6.00
DISCHG
.08
.08
.08
.09
.09
.10 .10
.10
.11
.12
7.00
DISCHG
.13
.13
.14
.14
.15
.16
.16
.17
.18
.18
8.00
DISCHG
.19
.20
.20
.21
.23
.24 .25
.26
.28
.29
9.00
DISCHG
.30
.31
.32
.34
.35
.37 .38
.40
.42
.44
10.00
DISCHG
.45
.47
.49
.51
.54
.57
.61
.65
.71
.77
11.00
DISCHG
.84
.91
2.18
3.23
4.09
4.87
6.01 9.17
15.24
24.49
12.00
DISCHG
32.62
43.08
51.20
45.19
35.42 31.13
27.22 19.77
14.44 11.22
13.00
DISCHG
9.14
7.77
6.99
6.41
5.90
5.45
5.07
4.74
4.43
4.15
14.00
DISCHG
3.92
3.71
3.53
3.36
3.21
3.07
2.93
2.79
2.66
2.55
15.00
DISCHG
2.46
2.40
2.35
2.32
2.28
2.23
2.16
2.10
2.05
2.01
16.00
DISCHG
1.99
1.97
1.96
1.96
1.95
1.95
1.94
1.91
1.85
1.79
17.00
DISCHG
1.74
1.70
1.68
1.66
1.65
1.64
1.63
1.63
1.62
1.61
18.00
DISCHG
1.56
1.50
1.44
1.40
1.37
1.34
1.33
1.32
1.31
1.31
19.00
1
DISCHG
1.30
1.30
1,30
1.30
1.30
1.30
1.30
1.30
1.30
1.28
TR20 XEQ 03-27-03 14:20
3
REV PC 09183(.2)
Oleander -College 10-YR, 50-YR, AND 100-YR BASIN ROUTING
ULTIMATE BUILD -OUT As -built condition, FILENAME 2466SWM7.tzt
JOB 1 PASS
PAGE 14

HANOVER DESIGN SERVICES, PA
319 WALNUT STREET
WILMINGTON NC 28401
20.00
DISCHG
1.24
1.18
1.12
1.08
1.04
1.02
1.01
1.00
.99 .98
21.00
DISCHG
.98
.98
.98
.98
.98
.98
.98
.98
.98
.98
22.00
DISCHG
.98
.98
.98
.98
.98
.98
.98
.98
.98
.98
23.00
DISCHG
.98
.98
.98
.98
.98
.98
.98
.98
.97
.96
24.00
DISCHG
.91
.84
.72
.56
.46
.44
.42
.41
.40
.39
25.00
DISCHG
.39
.38
.38
.38
.38
.37
.37
.37
.37
.37
26.00
DISCHG
.36
.36
.36
.36
.35
.35
.35
.35
.35
.34
27.00
DISCHG
.34
.34
.34
.34
.33
.33
.33
.33
.33
.32
28.00
DISCHG
.32
.32
.32
.32
.32
.31
.31
.31
.31
.31
29.00
DISCHG
.30
.30
.30
.30
.30
.30
.30
.29
.29
.29
RUNOFF VOLUME ABOVE BASEFLOW = 7.58 WATERSHED INCHES, 63.63 CFS-HRS, 5.26 ACRE-FEET; BASEFLOW
.00 CFS
--- HYDROGRAPH FOR STRUCTURE 2, ALTERNATE 1, STORM 3, ADDED TO OUTPUT HYDROGRAPH FILE -
OPERATION RESVOR STRUCTURE 2
INPUT HYDROGRAPH= 5 OUTPUT HYDROGRAPH= 2
SURFACE ELEVATION= 37.00
PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET)
12.13 51.79 41.58
12.28 52.61 41.58
12.48 36.72 41.54
TIME(HRS) FIRST HYDROGRAPH POINT = .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA =
.01 SO.MI.
3.00
DISCHG
.00
.00
.00
.00
.00
.00 .01
.01
.01
.01
4.00
DISCHG
.01
.01
.01
.01
.01
.02 .02
.02
.02
.02
5.00
DISCHG
.02
.03
.03
.03
.03
.03 .04
.04
.04
.04
6.00
DISCHG
.05
.05
.05
.05
.06
.06 .06
.07
.07
.07
7.00
DISCHG
.08
.08
.09
.09
.09
.10 .10
.11
.11
.12
8.00
DISCHG
.13
.13
.14
.14
.15
.15 .16
.17
.18
.19
9.00
DISCHG
.19
.24
.32
.33
.35
.36
.38
.39
.41
.43
10.00
DISCHG
.45
.46
.48
.50
.53
.55
.59
.63
.69
.75
11.00
DISCHG
.81
.88
1.59
2.79
3.75
4.56
5.54
7.81 12.36
16.75
12.00
DISCHG
23.65
50.12
44.40
51.70 29.81
36.47
23.53 23.51 19.77
15.71
13.00
DISCHG
12.48
8.45
7.27
6.64
6.10
5.63
5.22
4.87
4.55
4.26
14.00
DISCHG
4.01
3.79
3.60
3.43
3.27
3.13
2.98
2.85
2.72
2.59
15.00
DISCHG
2.50
2.42
2.37
2.33
2.30
2.25
2.19
2.12
2.07
2.03
16.00
DISCHG
2.00
1.98
1.97
1.96
1.95
1.95
1.94
1.92
1.88
1.82
17.00
DISCHG
1.76
1.72
1.69
1.67
1.65
1.64
1.63
1.63
1.63
1.61
18.00
DISCHG
1.58
1.53
1.47
1.42
1.38
1.35
1.34
1.32
1.32
1.31
19.00
DISCHG
1.31
1.30
1.30
1.30
1.30
1.30
1.30
1.30
1.30
1.29
20.00
DISCHG
1.26
1.20
1.14
1.09
1.06
1.03
1.01
1.00
.99
.99
21.00
DISCHG
.98
.98
.98
.98
.98
.98
.98
.98
.98
.98
22.00
DISCHG
.98
.98
.98
.98
.98
.98
.98
.98
.98
.98
23.00
DISCHG
.98
.98
.98
.98
.98
.98
.98
.98
.98
.97
24.00
DISCHG
.93
.87
.77
.63
.51
.45
.43
.41
.40
.40
25.00
DISCHG
.39
.38
.38
.38
.38
.38
.37
.37
.37
.37
26.00
DISCHG
.36
.36
.36
.36
.36
.35
.35
.35
.35
.35
1

�( 7
TR20 XEQ 03-27-03 14:20
3
REV PC 09183(.2)
Oleander -College 10-YR, 50-YR, AND 100-YR BASIN ROUTING
ULTIMATE BUILD -OUT As -built condition, FILENAME 2466SWM7.txt
27.00 DISCHG .34 .34 .34 .34 .34 .33 .33 .33 .33 .33
28.00 DISCHG .32 .32 .32 .32 .32 .31 .31 .31 .31 .31
29.00 DISCHG .31 .30 .30 .30 .30 .30 .30 .29 .29 .29
HANOVER DESIGN SERVICES, PA
319 WALNUT STREET
WILMINGTON NC 28401
JOB 1 PASS
PAGE 15
RUNOFF VOLUME ABOVE BASEFLOW = 7.71 WATERSHED INCHES, 64,66 CFS-HRS, 5.34 ACRE-FEET; BASEFLOW
_ .00 CFS
-- HYDROGRAPH FOR STRUCTURE 2, ALTERNATE 1, STORM 3, ADDED TO OUTPUT HYDROGRAPH FILE -
EXECUTIVE CONTROL OPERATION ENDCMP
+ COMPUTATIONS COMPLETED FOR PASS 3
RECORDID
EXECUTIVE CONTROL OPERATION ENDJOB RECORD ID
1
TR20 XEQ 03-27-03 14:20 Oleander -College 10-YR, 50-YR, AND 100-YR BASIN ROUTING JOB 1
SUMMARY
REV PC 09183(.2) ULTIMATE BUILD -OUT As -built condition, FILENAME 2466SWM7.txl PAGE 16
SUMMARY TABLE 1 - SELECTED RESULTS OF STANDARD AND EXECUTIVE CONTROL INSTRUCTIONS IN THE ORDER
PERFORMED
(A STAR(') AFTER THE PEAK DISCHARGE TIME AND RATE (CFS) VALUES INDICATES A FLAT TOP
HYDROGRAPH
A QUESTION MARK(?) INDICATES A HYDROGRAPH WITH PEAK AS LAST POINT.)

RWVER DESIGN SERVICES, PA
319 WALNUT STREET
WILMINGTON NC 28401
SECTION/ STANDARD
RAIN ANTEC MAIN
PRECIPITATION
PEAK DISCHARGE
STRUCTURE CONTROL
DRAINAGE TABLE
MOIST
TIME
-------------------------
RUNOFF -
------- -••-------------
ID OPERATION AREA #
COND INCREM
BEGIN
AMOUNT
DURATION AMOUNT
ELEVATION TIME
RATE RATE
(SO MI)
(HR)
(HR)
(IN)
(HR)
(IN) (FT)
(HR)
(CFS) (CSM)
ALTERNATE 1 STORM
1
STRUCTURE 1 RUNOFF
.01
2
2
.10
.0
7.00
24.00
6.05
--- 12.07
38.59
3858.7
STRUCTURE 1 RESVOR
.01
2
2
.10
.0
7.00
24.00
5.03
40.24 12.22
25.85
2585.0
STRUCTURE 2 RUNOFF
.00
2
2
.10
.0
7.00
24.00
3.61
--- 12.20
5.80
1932.4
STRUCTURE 2 ADDHYD
.01
2
2
.10
.0
7.00
24.00
4.70
41.52 12.21
31.63
2433.0
STRUCTURE 2 RESVOR
.01
2
2
.10
.0
7.00
24.00
4.64
41,53 12.23
33.13
2548.8
ALTERNATE 1 STORM
2
+
STRUCTURE 1 RUNOFF
.01
2
2
.10
.0
9.00
24.00
8.03
--- 12.07
50.40
5039.9
STRUCTURE 1 RESVOR
.01
2
2
.10
.0
9.00
24.00
6.99
40.62 12.22
35.38
3537.6
STRUCTURE 2 RUNOFF
.00
2
2
.10
.0
9.00
24.00
5.33
--- 12.19
8.56
2852.7
STRUCTURE 2 ADDHYD
.01
2
2
.10
.0
9.00
24.00
6.61
41.56 12.21
43.89
3376.4
STRUCTURE 2 RESVOR
.01
2
2
.10
.0
9.00
24.00
6.64
41.55 12.24
42.12
3240.2
ALTERNATE 1 STORM
3
STRUCTURE 1 RUNOFF
.01
2
2
.10
.0
10.00
24.00
9.02
--- 12.07
56.28
5627.6
STRUCTURE 1 RESVOR
.01
2
2
.10
.0
10.00
24.00
7.99
40.74 12.21
41.31
4130.5
STRUCTURE 2 RUNOFF
.00
2
2
.10
.0
10.00
24.00
6.22
--- 12.19
9.97
3323.1
STRUCTURE 2 ADDHYD
.01
2
2
.10
.0
10.00
24.00
7.58
41.58 12.21
51.24
3941.9
STRUCTURE 2 RESVOR
.01
2
2
.10
.0
10.00
24.00
7.71
41.58 12.28
52.61
4046.9
TR20 XEQ 03-27-03 14:20 Oleander -College 10-YR, 50-YR, AND 100-YR BASIN ROUTING JOB 1
SUMMARY
REV PC 09183(.2) ULTIMATE BUILD -OUT As -built condition, FILENAME 2466SWM7.txt PAGE 17
SUMMARY TABLE 3 - DISCHARGE (CFS) AT XSECTIONS AND STRUCTURES FOR ALL STORMS AND ALTERNATES
XSECTIONI DRAINAGE
STRUCTURE AREA STORM NUMBERS..........
ID (SO MI) 1 2 3
0 STRUCTURE 2 .01
1
ALTERNATE 1 33.13 42.12 52.61
0 STRUCTURE 1 .01
ALTERNATE 1 25.85 35.38 41.31
LEND OF 1 JOBS IN THIS RUN

FOR REGISTRATION REGISTER OF DEEDS
MECCA T. CHRISTIAN
2NEW00 XFNOVER COUNTY NC
N002 AFEBNO E0 0OUNTY ti RM
lY �INSTRUMENTS0 200200EMS66.D0
DECLARATION OF DRAINAGE EASEMENTS COVENANTS
AND CONDITIONS
THIS DECLARATION OF DRAINAGE EASEMENTS, COVENANTS, AND
CONDITIONS (the "Declaration") is made and entered into this 7G P' day of F L
, 2002, by CRR PROPERTIES, L.L.C., a North Carolina limited liability company,
("Declarant")
A. Declarant is the owner of Lot 2 and Lot 3 as shown on a map entitled "College -
Oleander Center" recorded in Map Book 4r2 , Page 57 , in the New
Hanover County Registry, which Lots are referred to herein individually as "Lot 2"
and "Lot 3," and collectively as "Lots 2 and 3". Lot 1 as shown on the above map
is referred to herein as "Lot 1 ".
Declarant intends to develop Lot 2 for use by Walgreen (hereinafter defined) and
to simultaneously or thereafter develop or allow or cause the development of Lot
3 as a retail/commercial site.
C. Declarant desires to impose certain easements upon Lots 2 and 3, and to
establish certain covenants, and conditions with respect to said Lots 2 and 3, for
the mutual and reciprocal benefit and complement of Lots 2 and 3 and the
present and future owners and occupants thereof, on the terms and conditions
hereinafter set forth.
NOW, THEREFORE, in consideration of the above premises and of the covenants
herein contained, the Declarant does hereby declare that Lots 2 and 3 and all present
and future owners and occupants of Lots 2 and 3 shall be and hereby are subject to the
terms, covenants, easements, and conditions hereinafter set forth in this Declaration, so
that said Lots 2 and 3 shall be maintained, kept, sold and used in full compliance with
and subject to this Declaration and, in connection therewith, Declarant covenants and
agrees as follows:
AGREEMENTS
1. Definitions. For purposes hereof:
1.1 The term "Owner" or "Owners" shall mean the Declarant and any
and all successors or assigns of Declarant as the owner or owners of fee
simple title to all or any portion of Lot 2 or Lot 3, whether by sale,
assignment, inheritance, operation of law, trustee's sale, foreclosure, or
otherwise, but not including, among others, the holder of any lien or
encumbrance on such real property, or any tenant or lessee, except as
expressly provided herein.
1.2 The terms "Lot 2", "Lot 3", and/or "Lots 2 and 3" shall mean Lot 2
and/or Lot 3, as the case may be, and any future subdivisions thereof.
1.3 The term "Permittees" shall mean the tenant(s) or occupant(s) of
Lot 2 or Lot 3, and the respective employees, agents, contractors,
customers, invitees and licensees of (1) the Owner of such Lot, and/or (ii)
such tenant(s) or occupant(s).
1.4 The term "Walgreen" or "Walgreens" shall mean Walgreen Co., an
Illinois corporation (or any of its affiliates, subsidiaries, successors or
assigns). Walgreen shall be deemed a third party beneficiary to this
Declaration.
1.5 The term "Walgreen Lease" or "Walgreens Lease" shall mean that
Lease of Lot 2 from Declarant as landlord to Walgreen as tenant, and any
amendments, extensions or replacements thereof.
ActumtdTo `qv %�

1.6 The term "Stormwater Easement Plan" shall mean that stormwater
easement plan attached hereto as Exhibit "A" and by reference made a
part hereof. Except as may be otherwise provided in this Declaration, the
Stormwater Easement Plan is for identification purposes only.
2. Easements.
2.1 Grant of Reciprocal Easements. Subject to any express conditions,
limitations or reservations contained herein, Declarant hereby declares that Lots
2 and 3, and all Owners and Permittees of Lots 2 and 3, shall be benefited and
burdened by the following nonexclusive, perpetual and reciprocal easements
which are hereby imposed upon Lots 2 and 3 and all present and future Owners
and Permittees of Lots 2 and 3:
(a) An easement under the tract of land described in a deed of easement to the
Declarant in the form attached hereto as Exhibit "B", to be promptly recorded
in the New Hanover County Registry, reference to which deed is hereby
made for a more particular and detailed description (the "Drainage
Easement"), in common with others (including persons other than the
Owners and Permittees of Lots 2 and 3), for the discharge and drainage of
storm water runoff in the manner indicated on the Stormwater Easement
Plan. The stone water lines, conduits, pipes and other apparatus for water
drainage installed and to be installed on and under the Drainage Easement
are hereinafter called the "Water Drainage Facilities". The Water Drainage
Facilities required for Lot 3 and Lot 2 shall initially be constructed by
Declarant in accordance with the Stormwater Easement Plan and pursuant
to Plans approved by Walgreen under the Walgreen Lease, as a part of the
initial development of the Walgreens improvements on Lot 2 under the
Walgreen Lease. Declarant may design and construct the Water Drainage
Facilities so that they also provide for the discharge and drainage of storm
water runoff from property other than Lots 2 and 3. The Water Drainage
Facilities shall be installed and maintained below the ground level or surface
of the land (except for such parts thereof that cannot and are not intended to
be placed below the surface, such as transformers and control panels, which
shall be placed in such location as approved by the owner of the affected
property and Walgreen (as to Lot 2). Once constructed by Declarant, and
accepted by Walgreen, (i) the portion of the Water Drainage Facilities
located in, on, or under Lot 2 and Lot 3 shall not be modified, altered,
relocated or otherwise changed, without the prior written consent of all
Owners and Walgreen (during the continuance of the Walgreen Lease),
except that Lot 3 and property other than Lots 2 and 3 may be permitted to
connect on to and use the same, (ii) any modifications, alterations, relocation
or other changes to the portion of the Drainage Facilities in, on, or under Lot
3 shall not impair the drainage of storm water runoff from Lots 2 and 3; and,
(ill) Declarant shall operate and maintain, or cause to be operated and
maintained, in good order, condition and repair, the Water Drainage Facilities
and make, or cause to be made, any and all repairs and replacements that
may from time to time be required with respect thereto.
(b) An easement in, on, over and under the tract of land described in a deed of
easement to the Declarant in the form attached hereto as Exhibit "B", to be
promptly recorded in the New Hanover County Registry, reference to which
deed is hereby made for a more particular and detailed description, in
common with others (including persons other than the Owners and
Permittees of Lots 2 and 3), for the discharge, drainage, use, detention and
retention of storm water runoff in the manner indicated on the Stormwater
Easement Plan (the "Retention Pond"). The Retention Pond, and all ponds,
stone water lines, conduits, pipes and other apparatus for water drainage,
and all storage systems necessary in connection therewith, installed in, on,
or under the Retention Pond are hereinafter called the "Water Retention
Facilities". The Water Retention Facilities required for Lot 3 and Lot 2 shall
initially be constructed by Declarant in accordance with the Stormwater
Easement Plan and pursuant to Plans approved by Walgreen under the
Walgreen Lease, as a part of the initial development of the Walgreens

improvements on Lot 2 under the Walgreen Lease. Declarant may design
and construct the Water Retention Facilities so that they also provide for the
discharge, drainage, use, detention and retention of storm water runoff from
property other than Lots 2 and 3. Once constructed by Declarant, and
approved by Walgreen, (i) any modifications, alterations, relocation or other
changes to the Water Retention Facilities shall not impair the drainage of
storm water runoff from Lots 2 and 3, (ii) Lot 3 and property other than Lots
2 and 3 may be permitted to connect on to and use the same; and, (iii)
Declarant shall operate and maintain, or cause to be operated and
maintained, In good order, condition and repair, the Water Retention
Facilities and make, or cause to be made, any and all repairs and
replacements that may from time to time be required with respect thereto.
2.2
(a) The easements herein above granted shall be used and enjoyed by
each Owner and its Permlttees in such a manner so as not to
unreasonably interfere with, obstruct or delay the conduct and operations
of the businesses of any other Owner or owner or its Permittees or
permittees at any time conducted on Lot 1, Lot 2, or Lot 3, including,
without limitation, public access to and from said businesses, and the
receipt or delivery of merchandise in connection therewith.
(b) Once the Water Drainage Facilities and Water Retention
Facilities are installed pursuant to the easements granted in paragraph 2.1
hereof, and/or utility lines, systems and.equipment are Installed pursuant
to the easements granted in paragraph 2.1 hereof, no permanent building,
structures, trees or other improvements inconsistent with the use and
enjoyment of such easements (excluding improvements typically found in
common areas of shopping centers) shall be placed over or permitted to
encroach upon such water retention, drainage and utility installations. An
owner of the property served by such installations shall not unreasonably
withhold its consent to the reasonable relocation of such installations
requested by the owner of the property where such installations are
located, at such requesting owner's sole cost and expense, so long as
water retention and drainage services or utility services, as applicable, to
Lots 2 and 3 and other property served are not unreasonably interrupted
and the remaining provisions of this paragraph 2.3 are complied with No
such relocation of the Drainage Facilities in, on, or under Lot 2 or Lot 3
shall be performed without the consent of Walgreen (during the
continuance of the Walgreen Lease), which consent shall not be
unreasonably withheld.
(c) Once commenced, any construction undertaken in reliance upon
an easement granted herein shall be diligently prosecuted to completion,
so as to minimize any interference with the business of any other Owner
and its Permittees, or the business of the owner or tenants of any other
property affected. Except in cases of emergency, the right of any Owner
or owner to enter upon property of another Owner or owner for the
exercise of any right pursuant to the easements herein set forth, or to
prosecute work on such Owner or owner's own property if the same
interferes with utility or drainage easements or easements of ingress,
egress or access to or in favor of another owner's property, shall be
undertaken only in such a manner so as to minimize any interference with
the business of the other Owner and its Permittees, or any other owner
and its tenants. In such case, no affirmative monetary obligation shall be
imposed upon the other Owner or owner (and/or, during the continuance
of the Walgreen Lease, Walgreen), and the Owner or owner undertaking
such work shall with due diligence repair at its sole cost and expense any
and all damage caused by such work and restore the affected portion of
the Lot or property upon which such work is performed to a condition
which is equal to or better than the condition which existed prior to the
commencement of such work. In addition, the Owner or owner
undertaking such work shall pay all costs and expenses associated
therewith and shall indemnify and hold harmless the other Owner(s) and
J

its Permittees, and the owner(s) of any other property and its tenants from
all damages, losses, liens or claims attributable to the performance of
such work. Notwithstanding the foregoing or anything contained in this
Declaration to the contrary, the Owner of Lot 3 or Lot 2 and its Permittees,
shall in no event undertake any work described in this paragraph (except
normal minor repairs in the ordinary course which do not interfere with the
business of the Owner of Lot 2 and its Permittees) in, on, or under Lot 2 or
Lot 3 which is not of an emergency nature during the months of November
or December unless the Owner of Lot 2 (and Walgreen, during the
continuance of the Walgreen Lease) shall consent thereto.
3. Maintenance and Operation. The Water Drainage Facilities and the Water
Retention Facilities, shall be operated and maintained, or caused to be
maintained and operated, by the Declarant, its successors and assigns.
4. No Rights in Public: No Implied Easements. Nothing contained herein shall be
construed as creating any rights in the general public or as dedicating for public
use any portion of Lot 3, Lot 2, the Water Drainage Facilities or the Water
Retention Facilities. No easements, except those expressly set forth in
paragraph 2 shall be implied by this Declaration; in that regard, and without
limiting the foregoing, no other easements are granted or implied.
5. Remedies and Enforcement.
5.1 All Legal and Equitable Remedies Available. In the event of a breach or
threatened breach by any Owner or its Permittees of any of the terms,
covenants, or conditions hereof, the other Owner(s) and Walgreen shall be
entitled forthwith to full and adequate relief by injunction and/or all such other
available legal and equitable remedies from the consequences of such breach,
including payment of any amounts due and/or specific performance. Walgreen
shall have the right, but not the obligation, to enforce this Declaration on behalf of
the Owner of Lot 2, and/or to cure a breach or default hereunder by the Owner of
Lot 2, which enforcement or cure shall be accepted by the other Owner(s) as if
effected by the Owner of Lot 2. The Owner of Lot 3 may authorize any of its
Permittees to enforce this Declaration on behalf of the Owner of Lot 3, and/or
cure a breach or default hereunder by the Owner of Lot 3, which enforcement or
cure shall be accepted by the other Owner(s) and Walgreen as if effected by the
Owner of Lot 3.
5.2 Self -Help. In addition to all other remedies available at law or in equity,
upon the failure of a defaulting Owner to cure, or cause to be cured, a breach of
this Declaration within thirty (30) days following written notice thereof by an
Owner, Walgreen, or an authorized Permittee (unless, with respect to any such
breach the nature of which cannot reasonably be cured within such 30-day
period, the defaulting Owner commences, or causes to be commenced, such
cure within such 30-day period and thereafter diligently prosecutes, or causes to
be prosecuted, such cure to completion), Walgreen, any Owner, or authorized
Permittee, shall have the right to perform such obligation contained in this
Declaration on behalf of such defaulting Owner and be reimbursed by such
defaulting Owner upon demand for the reasonable costs thereof together with
interest at the prime rate charged from time to time by First Chicago NBD (its
successors or assigns), plus two percent (2%) (not to exceed the maximum rate
of interest allowed by law). Notwithstanding the foregoing, in the event of (1) an
emergency, (ii) blockage or material impairment of the easement rights, and/or
(iii) the unauthorized parking of vehicles on Lot 2 or Lot 3, an Owner, an
authorized Permittee, or Walgreen may immediately cure the same and be
reimbursed by the other Owner upon demand for the reasonable cost thereof
together with interest at the prime rate, plus two percent (2%), as above
described.
5.3 Lien Rights. Any claim for reimbursement, including interest as aforesaid,
and all costs and expenses including reasonable attorneys' fees awarded to any
Owner or authorized Permittee (or to Walgreen) in connection with the exercise
of its rights set forth in paragraphs 5.1 and/or 5.2 above in enforcing any
payment in any suit or proceeding under this Declaration shall be assessed
FA

against the defaulting Owner in favor of the prevailing party and shall constitute a
lien (the "Assessment Lien") against the Lot of the defaulting Owner until paid,
effective upon the fling of a notice of lien with respect thereto in the Office of the
Clerk of Superior Court of New Hanover County, North Carolina; provided,
however, that any such Assessment Lien shall be subject and subordinate to (i)
liens for taxes and other public charges which by applicable law are expressly
made superior, (ii) all liens recorded in the Office of the Register of Deeds of New
HanoverCounty, North Carolina prior to the date of filing of said notice of lien,
and (III) all leases entered into, whether or not recorded, prior to the date of filing
of said notice of lien. All liens recorded or filed subsequent to the recordation of
the notice of lien described herein shall be junior and subordinate to the
Assessment Lien. Upon the timely curing by the defaulting Owner of any default
for which a notice of lien was filed, the party filing same shall file an appropriate
release of such notice of lien and Assessment Lien.
5.4 Remedies Cumulative. The remedies specified herein shall be
cumulative and in addition to all other remedies permitted at law or in equity.
5.5 No Termination For Breach. Notwithstanding the foregoing to the
contrary, no breach hereunder shall entitle,any Owner or Permittee to cancel,
rescind, or otherwise terminate this Declaration. No breach hereunder shall
defeat or render invalid the lien of any mortgage or deed of trust upon any Lot
made in good faith for value, but the easements, covenants, and conditions
hereof shall be binding upon and effective against any Owner of such Lot
covered hereby whose title thereto is acquired by foreclosure, trustee's sale, or
otherwise, and all persons claiming by, through, or under such Owner.
5.6 Irreoarable Harm. In the event of a violation or threat thereof of any
of the provisions of this Declaration, each Owner agrees that such violation
or threat thereof shall cause the nondefaulting Owner and/or its Permittees to
suffer irreparable harm and such nondefaulting Owner and its Permittees
shall have no adequate remedy at law. As a result, in the event of a violation
or threat thereof of any of the provisions of this Declaration, the nondefaulting
Owner, its authorized Permittee(s), and Walgreen, in addition to all remedies
available at law or otherwise under this Declaration, shall be entitled to
injunctive or other equitable relief to enjoin a violation or threat thereof of this
Declaration.
6, Term. The easements, covenants, and conditions contained in this Declaration
shall be effective commencing on the date of recordation of this Declaration in
the office of the New Hanover County Register of Deeds and shall remain in full
force and effect thereafter in perpetuity, unless this Declaration is modified,
amended, canceled or terminated by the written consent of all then record
Owners of Lot 1, Lot 2 and Lot 3 in.accordance with paragraph 7.2 hereof.
►A
7.1 Attomeys' Fees. In the event a party (including Walgreen) institutes
any legal action or proceeding for the enforcement of any right or obligation
herein contained, the prevailing party after a final adjudication shall be entitled to
recover Its costs and reasonable attorneys' fees incurred in the preparation and
prosecution of such action or proceeding.
7.2 Amendment.
(a) Declarant agrees that the provisions of this Declaration may
be modified or amended, in whole or in part, or terminated, only by the
written consent of all record Owners of Lot 1, Lot 2, and Lot 3, evidenced
by a document that has been fully executed and acknowledged by all such
record Owners and recorded in the office of the Register of Deeds of New
Hanover County, North Carolina.
(b) Notwithstanding paragraph 7.2(a) above to the contrary, no
termination of this Declaration, and no modification or amendment of this
Declaration shall be made nor shall the same be effective unless the same

has been expressly consented to in writing by Walgreen (during the
continuance of the Walgreen Lease).
7.3 Consents. Wherever in this Declaration the consent or approval of an
Owner, Permittee, or Walgreen is required, unless otherwise expressly provided
herein, such consent or approval shall not be unreasonably withheld or delayed.
Any request for consent or approval shall: (a) be in writing; (b) specify the
section hereof which requires that such notice be given or that such consent or
approval be obtained; and (c) be accompanied by such background data as is
reasonably necessary to make an informed decision thereon. The consent of an
Owner, Permittee, or Walgreen under this Declaration, to be effective, must be
given, denied or conditioned expressly and in writing. During the continuance of
the Walgreen Lease, any consent by the Owner of Lot 2, to be effective, shall
also require the consent of Walgreen, which consent or approval shall not be
unreasonably withheld or delayed.
7.4 No Waiver. No waiver of any default of any obligation by any party
hereto shall be implied from any omission by the other party to take any action
with respect to such default.
7.5 No Agency. Nothing in this Declaration shall be deemed or construed by
either party or by any third person to create the relationship of principal and
agent or of limited or general partners or of joint venturers or of any other
association between the parties.
7.6 Covenants to Run with Land. It is intended that each of the
easements, covenants, conditions, rights and obligations set forth herein shall
run with the land and create equitable servitudes in favor of the real property
benefited thereby, shall bind every person having any fee, leasehold or other
interest therein and shall inure to the benefit of.the respective parties and their
successors, assigns, heirs, and personal representatives.
7.7 Grantee's Acceptance. The grantee of any Lot or any portion thereof,
by acceptance of a deed conveying title thereto or the execution of a contract for
the purchase thereof, whether from an original party or from a subsequent owner
of such Lot, shall accept such deed or contract upon and subject to each and all
of the easements, covenants, conditions and obligations contained herein. By
such acceptance, any such grantee shall for himself and his successors, assigns,
heirs, and personal representatives, covenant, consent, and agree to and with
the other party, to keep, observe, comply with, and perform the obligations and
agreements set forth herein with respect to the property so acquired by such
grantee.
7.8 Seoarability. Each provision of this Declaration and the application thereof
to Lot 3 and Lot 2 are hereby declared to be independent of and severable from
the remainder of this Declaration. If any provision contained herein shall be held
to be invalid or to be unenforceable or not to run with the land, such holding shall
not affect the validity or enforceability of the remainder of this Declaration. In the
event the validity or enforceability of any provision of this Declaration is held to
be dependent upon the existence of a specific legal description, the parties agree
to promptly cause such legal description to be prepared. Ownership of any or all
of Lot 1, Lot 2, or Lot 3 by the same person or entity shall not terminate this
Declaration nor in any manner affect or impair the validity or enforceability of this
Declaration.
7,9 Time of Essence. Time is of the essence of this Declaration.
7.10 Entire areement. This Declaration contains the complete understanding
and agreement of the parties hereto with respect to all matters referred to herein,
and all prior representations, negotiations, and understandings are superseded
hereby.
7.11 Notice s• Notices or other communication hereunder shall be in writing
and shall be sent certified or registered mail, return receipt requested, or by other
national overnight courier company, or personal delivery. Notice shall be

deemed given upon receipt or refusal to accept delivery. Each party and
Walgreen may change from time to time their. respective address for notice
hereunder by like notice to the other party and Walgreen. Notice given by any
Owner hereunder to be effective shall also simultaneously be delivered to
Walgreen (during the continuance of the Walgreen Lease). The notice
addresses of Declarant and Walgreen are as follows:
Wakireen: Walgreens
Attention: Law Department
Mail Stop No. 2252
200 Wilmot Road
Deerfield, Illinois 60015
Declarant: CRR Properties, L.L.C.
1201 Glen Meade Road
Wilmington, North Carolina 28401
Attention: William H. Cameron
(overnight courier address)
CRR Properties, L.L.C.
P. 0. Box 3649
Wilmington, North Carolina 28406
Attention: William H. Cameron
(mailing address)
7.12 Goveming Law. The laws of the State in which Lots 2 and 3 are located
shall govern the interpretation, validity, performance, and enforcement of this
Declaration.
7.13 Estoppel Certificates. Each Owner, within twenty (20) days of its receipt of a
written request from the other Owner(s) or Walgreen, shall from time to time
provide the requesting Owner or Walgreen, a certificate binding upon such
Owner stating: (a) to the best of such Owner's knowledge, whether any party to
this Declaration is in default or violation.of this Declaration and if so identifying
such default or violation; and (b) that this Declaration is in full force and effect
and identifying any amendments to the Declaration as of the date of such
certificate.
7.14 Bankruotcv. In the event of any bankruptcy affecting any Owner or occupant of
any of Lot 2 or Lot 3, the parties agree that this Declaration shall, to the
maximum extent permitted by law, be considered an agreement that runs with
the land and that is not rejectable, in whole or in part, by the bankrupt person or
entity.
7.15 Cross Access Easement. Notwithstanding anything hereinabove to the
contrary, this Declaration, and the easements, rights, and obligations hereby
granted and created, are subject to the terms and provisions of that certain cross
access agreement dated a 20°I , and recorded in Book 321¢ Page S9 I
in the office of the Register of Deeds of New Hanover County.
IN WITNESS WHEREOF, Declarant has executed this Declaration under seal as
of the date first written above.
CRR PROPERTIES, L.L.C.
Declar n
By; (SEAL)
Its: M nager
Witnesses:
5t

�-r.IIIII /
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
1, 11 A- e5s* Nitr4*46ary Public of the F44nty of nt 1�A+�+OU`2r
1 l�`
and State of North Carolina, do hereby certify that t ik^� 4. ec 4;,
, the Manager of CRR PROPERTIES, L.L.C., a North Carolina manager -managed limited
liability company, personally appeared before me this day and acknowledged the due execution
of the foregoing instrument.
WITNESS, my hand and official stamp or seal this the � day of
2002.
Notary Public
3 131 6Y
8 �:

r'-s I..4APrIS NOT A CERTTTMD SURVEY AFD
I 7 BEEN 7TITEWED BY A LC -AL
( 1 : ;WENCY FOR COMPLIANCE
AiJ Y APPLICABLE LAND DdVEI.OPMHVT
Exhibit "A" 'V
Morket Stroet
e0end:
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Eaxment -I' 1��LLG o-ae •w � of wJmworon
Storrnwater Pond Eoaement
SITE
Eesemenf 7- 6.acn
Stom,woler Canvepro m nEoseenf \ Oleander DNvn
9\b)rd m.d.
LOCATION MAP
—_ I \ NOT TO lG1l.0
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LOT 1
5.167 Pares
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— 700' Right of Wy, m I
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STORMWATER EASEMENT PLAN
faceted in
City of Wilmington, Now Hanover County, North Carolina
Dote: February 11, 2002
00 50 0 100
1. Far Reference see D.B. 94 Pg. 577,
D.B. 956 Pg. 620. D.B. 1711 Pg. 654
and D.B. 938 Pg. 875 SCALE IN fU7.' / 100'
I,rM �Mdbb Ml wl W,
w�� ? N.C. Cold Monument
-Snell"
1eo.anele
awso+.�x
HANOVER DESIGN SERVICES, P.A.
IMll m/Rt£10PS EN4"IEERS a (An0 HANKERS

NWC S. College Road & Oleander Drive
Wilmington, NC
Store No. 6951
EXHIBIT "B" of DECLARATION
DEED OF EASEMENT
(See Attached)
GAHubernN. CamlinaXNWC College d Oleander, WilmiAgMWINAL Leaae.00c
_QQ_

STATE OF NORTH CAROLINA Tax parcel no.:
I
COUNTY OF NEW HANOVER
THIS DEED OF EASEMENT, made and entered into this day
of 2002, by and between CAMERON COMPANY,
L.L.C., a North Carolina limited liability company, party of the
i
first part; and CRR PROPERTIES, L.L.C., a North Carolina limited
I
liability company, whose mailing address is 1201 Glen Meade Road,
Wilmington, NC 28401, party of the second part;
W I T N E S S E T H:
Whereas, the parties hereto own adjoining tracts of land,
which tracts are shown on a map entitled "College - Oleander
Center" recorded in Map Book _, Page in the New
Hanover County Registry, the party of the first part owning Lot 1
as shown on said map, and the party of the second part owning
Lots 2 and 3 as shown on said map; and
Whereas, the party of the first part has agreed to grant an
easement to the party of the second part to discharge and drain
surface water runoff from the said Lots 2 and 3 under and across
the said Lot 1, to allow such surface water runoff to drain into
a retention pond on said Lot 1; and
Now, therefore, the said party of the first part, in
consideration of the foregoing matters and TEN ($10.00) DOLLARS
and other good and valuable considerations to it in hand paid,
the receipt of which is hereby acknowledged, has given, granted,
bargained and sold, and by these presents does give, grant,
bargain, sell and convey unto the said party of the second part,
its successors and assigns, subject to the conditions hereinafter
set forth, a perpetual, nonexclusive and reciprocal right and '
easement, in common with the party of the first part, its
successors and assigns, under and across the following described
tract of land for (1) the discharge and drainage of surface water
runoff from Lots 2 and 3, (2) for the construction, operation,
maintenance, repair, and replacement of underground surface water
drainage lines, conduits, pipes and other apparatus for water
drainage, (3) for the use of any underground surface water
1

drainage lines, conduits, pipes and other apparatus that may
presently be installed under the hereinafter described tract of
land, and (4) to go upon the hereinafter described tract of Land
with men, equipment, and materials whenever necessary to
construct, operate, inspect, maintain, repair, and/or replace
said underground surface water drainage lines, conduits, pipes
and other apparatus, said tract of land being more particularly
described as follows:
A certain tract or parcel of land lying and being in
Wilmington Township, New Hanover County, North Carolina and
being a portion of Lot 1 as shown on the map entitled
"College - Oleander Center" recorded in Map Book , Page
of the New Hanover County Registry, and being more
particularly described as follows:
Beginning at an iron set in the western line of,Lot 2 of
College - Oleander Center as shown on the above map, at the
northeast corner of Lot 3 as shown on the above map, said
beginning point lying N 12-04-23 E 174.74 ft. along the said
western line of Lot 3 from an iron set in the northern
right-of-way line of Oleander Drive (a 100 ft. wide public
right-of-way) at the southeastern corner of Lot 3 and the
southwestern corner of Lot 2 of the said College - Oleander
Center, as shown on the above map; and from said beginning
point, leaving Lot 2 and with the said western line of Lot 3
N 63-12-34 W 30.13 ft. to a point; thence leaving Lot 3, the
following courses: N 12-04-23 E 61.97 ft., N 74-23-54 W
93.37 ft., N 06-47-10 E 83.26 ft., N 83-08-48 W 281.91
ft., N 06-42-30 E 188.63 ft., and N 62-43-37 E 59.28 ft.
to a point in the westernmost line of a Surface Water
Management Pond Easement; thence with said Pond Easement the
following courses: S 06-41-31 W 32.29 ft., and S 83-08-48 E
5.74 ft. to a point; thence leaving said Pond Easement the
following courses: S 62-43-37 W 30.03 ft., S 06-42-30 W
142.74 ft., S 83-08-48 E 281.95 ft., S 06-47-10 W 87.52
ft., S 74-23-54 E 94.23 ft., S 86-35-15 E 121.01 ft., and
S 83-30-20 E 101.00 ft. to a point in the western right-of-
way line of South College Road (an 88 ft. width public
right-of-way); thence with said western right-of-way line of
College Road S 06-42-35 W 25.00 ft. to an iron at the
northeastern corner to Lot 2 of the College - Oleander
Center as shown on the above map; thence leaving College
Road and with the said northern line of Lot 2 the following
courses: N 83-30-20 W 100.23 ft.., N 86-35-15 W 122.49 ft.,
and S 12-04-23 W 62.47 ft., to the Point of Beginning and
containing 0.640 acres, more or less.
TO HAVE AND TO HOLD, the aforesaid right and easement to the
said party of the second part, its successors and assigns,
forever, it being agreed that said right and easement is
appurtenant to and runs with the said Lots 2 and 3.
By accepting this deed, the party of the second part agrees
for itself, its successors and assigns, that (1) the surface
water drainage lines, conduits, pipes and other apparatus to be
2
i
0

constructed operated, inspected, maintained, repaired, and/or
replaced pursuant to the right and easement herein granted shall
all be underground, and (2) in constructing, operating,
inspecting, maintaining, repairing, and/or replacing said
underground surface water drainage lines, conduits, pipes and
other apparatus, the work shall be done in such manner as to not
unreasonably interfere with, obstruct or delay the conduct and
operations of the occupants of the properties served by such
facilities, and (ii) the surface of the land may be disturbed and
opened as reasonably necessary, but the surface of the land
shall, without unnecessary delay and as soon as practicable, be
closed and restored to its condition immediately prior to such
disturbance and opening.
IN WITNESS WHEREOF, the said party of the first part has
caused this instrument to be executed under seal in its company
name by two of its Managers, and the party of the second part has
caused this instrument to be executed under seal in its company
by its Manager, who have hereunto set their hands and seals, as
of the day and year first above written.
CAMERON COMPANY, L.L.C.
By (SEAL)
Manager
By (SEAL)
Manager
CRR PROPERTIES, L.L.C.
By (SEAL)
Manager
3

STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, , a Notary Public of
the County of and State of North Carolina,
do hereby certify that and _
, Managers of CAMERON COMPANY,
L.L.C., a North Carolina manager -managed limited liability
company, personally appeared before me this day and acknowledged
the due execution of the foregoing instrument.
WITNESS, my hand and official stamp or seal this the
day of , 2002.
Notary Public
My Commission Expires:
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, , a Notary Public of
the County of and State of North Carolina,
do hereby certify that , the
Manager of CRR PROPERTIES, L.L.C., a North Carolina manager -
managed limited liability company, personally appeared before me
this day and acknowledged the due execution of the foregoing
instrument.
WITNESS, my hand and official stamp or seal this the
day of , 2002.
My Commission Expires:
Notary
4
0

STATE OF NORTH CAROLINA Tax parcel no.:
COUNTY OF NEW HANOVER
THIS DEED OF EASEMENT, made and entered into this day
of , 2002, by and between CAMERON COMPANY,
L.L.C., a North Carolina limited liability company, party of the
first part; and CRR PROPERTIES, L.L.C., a North Carolina limited
liability company, whose mailing address is 1201 Glen Meade Road,
Wilmington, NC 28401, party of the second part;
W I T N E S S E T H:
Whereas, the parties hereto own adjoining tracts of land,
which tracts are shown on a map entitled "College - Oleander
Center" recorded in Map Book _, Page , in the New
Hanover County Registry, the party of the first part owning Lot 1
as shown on said map, and the party of the second part owning
Lots 2 and 3 as shown on said map; and
Whereas, the party of the first part has agreed to grant an
easement to the party of the second part for the discharge,
drainage, use, detention and retention of surface water runoff
from the said Lots 2 and 3 on, over, under and across a retention
and/or detention pond or basin on the said Lot 1.
Now, therefore, the said party of the first part, in
consideration of the foregoing matters and TEN ($10.00) DOLLARS
and other good and valuable considerations to it in hand paid,
the receipt of which is hereby acknowledged, has given, granted,
bargained and sold, and by these presents does give, grant,
bargain, sell and convey unto the said party of the second part,
its successors and assigns, subject to the conditions hereinafter
set forth, a perpetual, nonexclusive and reciprocal right and
easement, in common with the party of the first part, its
.successors and assigns, on, over, under and across the following
described tract of land for (1) the discharge, drainage, use,
detention and retention of surface water runoff from Lots 2 and
3, (2) for the construction, operation, maintenance, repair, and
replacement of ponds, surface water drainage lines, conduits,
pipes, and other apparatus for surface water drainage, and all
1

storage systems necessary in connection therewith, (3) for the
use of any ponds, surface water drainage lines, conduits, pipes,
and other apparatus for surface water drainage, and all storage
systems necessary in connection therewith, that may presently be
installed in, on, or under the hereinafter described tract of
land, and (4) to go upon the hereinafter described tract of land
with men, equipment, and materials whenever necessary to
construct, operate, inspect, maintain, repair, and/or replace
said ponds, surface water drainage lines, conduits, pipes, and
other apparatus for surface water drainage, and all storage
systems necessary in connection therewith, said tract of land
being more particularly described as follows:
A certain tract or parcel of land lying and being in
Wilmington Township, New Hanover County, North Carolina and
being a portion of Lot 1 as shown on the map entitled
"College - Oleander Center" recorded in Map Book , Page
of the New Hanover County Registry, and being more
particularly described as follows:
Beginning at an existing iron pipe in the southern right-cf-
way line of Peachtree Avenue, a variable width public right-
of-way, where the said southern right-of-way line of
Peachtree Avenue is intersected by the western line of the
tract described in a deed to Williams Fabricare, Inc.
recorded Book 1447 Page 805 of the New Hanover County
Registry; and from said beginning point, leaving Peachtree
Avenue and with the said western line of Williams Fabricare
S 06-28-21 W 136.51 ft. to a point in the line of Rivenbark
et al; thence leaving the line of Rivenhark et al, the
following courses: N 83-08-48 W 104.90 ft., N 06-02-04 E
47.01 ft., N 83-08-48 W 136.10 ft., and N 06-41-31 E 89.50
ft. to a point in the said southern right-of-way line of
Peachtree Avenue; thence with the said southern right-of-way
line of Peachtree Avenue S 83-08-48 E 241.02 ft. to the
Point of Beginning and containing 0.609 acres, more or less.
All bearings are relative to North Carolina Grid, NAD 1983.
TO HAVE AND TO HOLD, the aforesaid right and easement to the
said party of the second part, its successors and assigns,
forever, it being agreed that said right and easement is
appurtenant to and runs with the said Lots 2 and 3.
By accepting this deed, the party of the second part agrees
for itself, its successors and assigns, that in constructing,
operating, inspecting, maintaining, repairing, and/or replacing
said ponds, surface water drainage lines, conduits, pipes and
other apparatus, the work shall be done in such manner as to not
unreasonably ,interfere with, obstruct or delay the conduct and
2

operations of the occupants of the properties served by such
facilities.
IN WITNESS WHEREOF, the said party of the first part has
caused this instrument to be executed under seal in its company
name by two of its Managers, and the party of the second part has
caused this instrument to he executed under seal in its company
by its Manager, who have hereunto set their hands and seals, as
of the day and year first above written.
CAMERON COMPANY, L.L.C.
By (SEAL)
,manager
By (SEAL)
Manager
CRR PROPERTIES, L.L.C.
By (SEAL)
Manager
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, , a Notary Public of
the County of and State of North Carolina,
do hereby certify that and
Managers of CAMERON COMPANY,
L.L.C., a North Carolina manager -managed -limited liability
company, personally appeared before me this day and acknowledged
the due execution of the foregoing instrument.
WITNESS, my hand and official stamp or seal this the _
day of 2002.
Notary Public
My Commission Expires:
3

STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, , a Notary Public of
the County of and State of North Carolina,
do hereby certify that , the
Manager of CRR PROPERTIES, L.L.C., a North Carolina manager -
managed limited liability company, personally appeared before me
this day and acknowledged the due execution of the foregoing
instrument.
WITNESS, my hand and official stamp or seal this the
day of 2002.
My Commission Expires:
Notary
4

REBECCA T. CHRISTIAN
REGISTER OF DEEDS, NEW HANOVER
JUDICIAL BUILDING
316 PRINCESS STREET
WILMINGTON, NC 28401
...........................................................................................
Filed For Registration: 0212612002 04:47:37 PM
Book: RE 3214 Page: 918-936
Document No.: 2002009686
DECL 19 PGS $66.00
Recorder: PATRICIA BARNES.
... ............... ................... .............. ..................
...............................«,.................
State of North Carolina, County of New Hanover
The foregoing certificate of VANESSA MARTINDALE Notary Is certified to be correct. This 26TH of February
2002
, REgSTER OF DEEDS
of Deeds
*2002009686*
2002009686

WALGREEN CO.
200 Wilmot Road, Dept. #2252
Deerfield, Illinois 60015
Attn: Lola Allen-kVhammad
This Instrument Prepared by:
Sha(ina Hubert (Store #6951)
200 Wilmot Road
Deerfield, Illinois 60015
MEMORANDUM OF LEASE
FOR REGISTRATION REGISTER OF DEEDS
REBECCA T. CII GTIR
NEW EN NANHANOVER COUNTY
300 FEB 26 01:98: ON
0INSTRUMENT tT-949 EE400i00066767.00
/1 %
By this Memorandum of Lease made the _&__ day of 2002,
between CRR PROPERTIES, L.L.C., a North Carolina limited liability company,
hereinafter called "Landlord; and WALGREEN CO., an Illinois corporation, hereinafter
called "Tenant";
Landlord hereby leases to Tenant, and Tenant hereby rents from Landlord, for
the term commencing July 1, 2002, and continuing to and including June 30, 2077, as
such dates shall be adjusted pursuant to a lease of even date herewith between the
parties hereto (the "Lease") and subject to prior termination as therein provided the
premises to include both the real property and building and other improvements,
appurtenances, easements and privileges belonging thereto at the northwest comer of
South College Road and Oleander Drive, in the City of Wilmington, State of North
Carolina, as shown on the plan attached hereto and made a part hereof as Exhibit 'A"
and as legally described on Exhibit "B' attached hereto and made a part hereof and
hereinafter referred to as the "Leased Premises."
The Lease, among other things, contains the following provisions:

NWC S. College Road & Oleander Drive
Wilmington, NC
Store No. 6951
7. (a) Landlord, at Landlord's cost and expense, shall repair and replace
(but shall not be obligated to maintain, which shall be Tenant's responsibility) the
parking areas of the Leased Premises for one (1) year after Tenant's acceptance
of possession, except that Landlord's obligation to repair and replace shall
survive as provided by applicable law as to defective conditions (including
without limitation conditions which do not comply with the Plans or applicable
law) which could not be discovered by Tenant in the exercise of reasonable care
within one (1) year after acceptance of possession. Subject to the immediately
preceding sentence, Tenant, at Tenant's cost and expense, shall maintain, repair
and replace the parking areas of the Leased Premises. However, Tenant shall
have no obligation to perform nor pay any costs in connection with the following:
(i) any damages caused by the acts or omissions of Landlord; and (ii) defective
conditions (including without limitation conditions which do not comply with the
Plans or applicable law) (a) discovered within one (1) year after Tenant's
acceptance of possession, or (b) which could not be discovered by Tenant in the
exercise of reasonable care within one (1) year after acceptance of possession,
which shall remain Landlord's responsibility to perform. The parking areas shall
be for the exclusive use of Tenant and Tenant's customers, employees, invitees,
successors, assigns and sublessees. Tenant shall pay twenty and 5/10ths
percent (20.5%) of the costs and expenses incurred by Landlord in maintaining,
repairing, and replacing the Driveways described in the CEA described in
Subsection (b) below.
(b) In order that Tenant have full use and enjoyment of the Leased
Premises, Tenant requires rights of access and certain other rights over and
upon the parcels shown on Exhibit "A' attached hereto (the "Easement Parcels").
To provide for such easement rights between the parcels, Landlord will enter into
and record the Cross Easement Deed and Agreement (the "CEA") attached
hereto as Exhibit "F", which CEA shall be binding upon the Easement Parcels
and all present and future owners, occupants and lien holders of the Easement
Parcels.
Notwithstanding anything contained herein to the contrary, Tenant
shall have no obligation to accept delivery of possession of the Leased Premises
unless and until the CEA shall be fully executed by all owners of the parcels,
recorded, and shall be a binding and enforceable encumbrance upon the
Easement Parcels and all existing and future owners and occupants thereof.
Access easements W and "5", as described in the CEA, shall be prior to the lien
of any mortgage or other encumbrance in the nature of a mortgage on all or any
portion of the parcels. The remaining easements described in the CEA will be
subject to the mortgages and encumbrances, and other exceptions to title,
shown on Exhibit "E" attached hereto. In addition, if for any reason the CEA has

NWC S. College Road & Oleander Drive
Wilmington, NC
Store No. 6951
not been executed and recorded in accordance with this Section (b) within four
(4) months of the date of mutual execution of this Lease by the parties, then, at
any time thereafter (but prior to full satisfaction of this Section), Tenant may,
upon notice to Landlord (in addition to Tenant's remedies at law, equity or
otherwise under this Lease), elect to cancel this Lease.
(c) Landlord covenants and agrees that it will comply with and/or
enforce as the case may require all rights, covenants and agreements granted in
the CEA, the Drainage Declaration (attached hereto as Exhibit 01"), and the
restrictions set forth in section 8 of this Lease, including without limitation: (i)
maintaining the easement areas described in the CEA and the Drainage
Declaration, (Ill enforcing those restrictions in the CEA and the Drainage
Declaration or this Lease applicable to the adjacent parcels, and/or (iii) those
provisions of the CEA, the Drainage Declaration or this Lease that grant the
Leased Premises and any occupant or owner thereof the right to utilize the
easement areas described in the CEA, the Drainage Declaration and this Lease.
Landlord further covenants and agrees that it will not, without the prior express
written consent of Tenant allow, permit or suffer the erection of any barriers or
obstructions which prevent or impair the free flow of vehicular and pedestrian
traffic to, from and between the Easement Parcels, Leased Premises, and
adjacent streets and roads (as shown on Exhibit "A" and arising under the CEA),
except temporary barriers erected for maintenance and repairs, and barriers and
obstructions erected by public authorities.
(i) If Landlord fails or refuses to commence and thereafter
diligently pursue enforcement of compliance with the CEA within fifteen (15)
days after receipt of written demand therefor from Tenant, then Tenant may
thereafter and on Landlord's behalf and in Landlord's name, take any and all
action necessary or appropriate to enforce or comply with the provisions of the
CEA, of which Tenant shall be deemed a third party beneficiary to the maximum
extent allowed by law; If Tenant shall prevail in such enforcement action,
Landlord shall pay Tenant's attomeys' fees and costs so incurred. Landlord shall
promptly upon request of Tenant, reimburse Tenant's expenses (including
without limitation attorneys' fees) incurred to enforce compliance with the CEA of
which Tenant shall be deemed a third party beneficiary to the maximum extent
allowed by law. In the event the violation of the CEA involves loss of or
impairment of the easement rights contained in the CEA, then the above notice
provisions shall be deemed waived and Tenant may at its expense immediately
take all necessary or appropriate action on behalf of Landlord so as to remedy
such violation of the CEA and restore or preserve the easement rights. Landlord
shall promptly provide Tenant copies of all notices sent or received by Landlord
under the CEA.

NWC S. College Road & Oleander Drive
Wilmington, NC
Store No. 6951
(ii) To the extent Landlord's consent is required or sought with
respect to any item governed by the CEA or the Drainage Declaration, Landlord
shall not grant its consent unless Landlord first notifies Tenant and provides
Tenant not less than fifteen (15) days to also consent (or refuse to) to such
request or item for which Landlord's consent is sought. If Tenant shall not
expressly and in writing consent, Landlord shall not consent and Landlord shall
object in the manner and within the time required under the CEA or the Drainage
Declaration. Any consent of Landlord under the CEA or the Drainage
Declaration given absent Tenant's express consent or deemed consent shall be
of no effect and deemed invalid. Tenant shall not unreasonably withhold such
consent.
(iii) It is understood and agreed that Landlord shall not enter into
any agreements modifying or terminating the CEA or the Drainage Declaration
without first obtaining the express written consent of Tenant and such
modification or termination without first obtaining Tenant's express written
consent shall be of no effect. Tenant shall not unreasonably withhold such
consent.
(vi) If access easement "4" or 05", as described in the CEA, or
the Drainage Declaration, is subject to any mortgage, deed of trust or other
encumbrance in the nature thereof, Landlord, prior to delivering possession of
the Leased Premises to Tenant and as a condition precedent thereto shall obtain
a recordable agreement from the lender, mortgagee or beneficiary subordinating
its interest to the CEA and the Drainage Declaration.
8. (a) Landlord covenants and agrees that, during the Term and any extensions
or renewals thereof, no additional property which Landlord may now or hereafter own,
and which is contiguous to, or which is within five hundred (500) feet of any boundary
of, the Leased Premises (the "Adjacent Parcels"), will be used for any one or
combination of the following: (i) the operation of a drug store or a so- called
prescription pharmacy or for any other purpose requiring a qualified pharmacist or other
person authorized by law to dispense medicinal drugs, directly or indirectly, for a fee or
remuneration of any kind; (ii) the operation of a medical diagnostic lab or the provision
of treatment services (other than as part of a medical, dental, physician, surgical or
chiropractic office(s), which office(s) shall not be restricted by this subsection (!I)); (iii)
the sale of so-called health and beauty aids or drug sundries; (iv) the operation of a
business in which photofinishing services or photographic film are offered for sale; (v)
the operation of a business in which greeting cards or gift wrap are offered for sale; and
(vi) the operation of a business in which prepackaged food items for off premises
consumption are offered for sale (except that a grocery store occupying a sales area of
at least 34,000 square feet shall be allowed). If Landlord fails or refuses to file suit

NWC S. College Road & Oleander Drive
Wilmington, NC
Store No. 6951
against any party to enforce the foregoing restrictions within fifteen (15) days after
receipt of written demand therefor from Tenant, Tenant may thereafter and on
Landlord's behalf and in Landlord's name take any and all action necessary or
appropriate to enforce or comply with the foregoing restrictions. If Tenant shall prevail in
such enforcement action, Landlord shall pay Tenant's aftomeys' fees and court costs
incurred in connection with such sult. If Tenant shall not prevail in such enforcement
action, but the suit resulted from an act or omission of Landlord which occurred prior to
the above demand to file suit by Tenant to Landlord, Landlord shall pay Tenant's
aftomeys' fees and court costs incurred in connection with such suit. For purposes
hereof "contiguous" shall mean property that is either adjoining the Leased Premises or
separated from the Leased Premises only by a public or private street, alley or right-of--
way.
V MW* :...
25. (a) In the event that Landlord shall receive a Bona Fide Offer to purchase the
Leased Premises at any time and from time to time on or after the date hereof and
during the Initial Term and Tenn of this Lease or any extensions thereof from any
person or entity, Landlord shall so notify Tenant (Attn.: Law Department) together with a
true and correct copy of said Bona. Fide Offer. For purposes hereof, a "Bona Fide
Offer" shall be deemed to be one made in writing by a person or entity that is not
related or affiliated with Landlord which Landlord intends to accept (subject to this
Article). A person or entity that is "related or affiliated with Landlord" is a person who is
a descendant of Bruce B. Cameron, Sr., or an entity owned or controlled by one or
more descendants of Bruce B. Cameron, Sr. In submitting the Bona Fide Offer to
Tenant, Landlord shall segregate the price and the terms of the offer for the Leased
Premises from the price and other terms connected with any additional property or
properties that such person or entity is offering to purchase from Landlord. Tenant
may, at Tenant's option and within forty-five (45) days after receipt of Landlord's notice
of said Bona Fide Offer and receipt of a copy thereof, offer to purchase the Leased
Premises at the price and upon the terms and conditions as are contained in said Bona
Fide Offer, in which event, Landlord shall sell the Leased Premises to Tenant upon said
terms and conditions and said price; furthermore, in such event, Landlord shall convey
the Leased Premises to Tenant by warranty deed. Notwithstanding the foregoing, the
price that Tenant shall pay for the Leased Premises shall be reduced by (i) an amount
equal to broker's fees or commissions that would have been payable by either the
purchaser or Landlord if the Leased Premises were sold pursuant to a Bona Floe Offer;
and (ii) the amount of any payment(s) to be made by the proposed purchaser to any
entity owned or controlled by, or affiliated with, the proposed purchaser. Landlord shall
provide Tenant evidence of the amount of broker's fees or commissions payable in
connection with any such Bona Fide Offer. Landlord covenants that it shall accept no
such Bona Fide Offer or convey the premises until it has complied with the terms of this
Article. Any conveyance of the Leased Premises made in the absence of full

NWC S. College Road & Oleander Drive
Wilmington, NC
Store No. 6951
satisfaction of this Article shall be void. Tenant may enforce this Article, without
limitation, by injunction, specific performance or other equitable relief.
(b) Tenant's election not to exercise its Right of First Refusal
shall not prejudice Tenant's rights hereunder as to any further Bona Fide
Offer. The terms and conditions contained in this Article shall be binding
upon the heirs, successors and assigns of Landlord.
Provisions for additional rent and the other terms, covenants and conditions of
said letting, including the options on the part of Tenant for prior termination, are set
forth at length in the Lease, and all of said provisions, terms, covenants and conditions
are, by reference hereto, hereby incorporated in and made a part of this Memorandum
of Lease.
This instrument shall also bind and benefit, as the case may require, the heirs,
legal representatives, assigns and successors of the respective parties, and all
covenants, conditions and agreements herein contained shall be construed as
covenants running with the land. This instrument shall not become binding upon the
parties until it shall have been executed and delivered by both Landlord and Tenant.
This Memorandum of Lease is made and executed by the parties hereto
for the purpose of recording the same in the office of the public records of New Hanover
County, North Carolina, and is subject in each and every respect, to the rents and other
terms, covenants and conditions of the Lease and this Memorandum of Lease is
executed and delivered with the understanding and agreement that the same shall not
in any manner or forth whatsoever, alter, modify or vary the rents and other terms,
covenants and conditions of the Lease.

NWC S. College Road & Oleander Drive
Wilmington, NC
Store No. 6951
IN WITNESS WHEREOF, Landlord and Tenant have executed this
Memorandum of Lease, under seal, as of the day and year first above written.
WALG�CO:
By:
Its: Vice President
Witnesses:
CRR Zml
L.C.
By: EAL)
Its: Manager

NWC S. College Road & Oleander Drive
Wilmington, NC
Store No. 6951
STATE OF ILLINOIS )
) SS
COUNTY OF LAKE )
1, the undersigned, a Notary Public, do hereby certify that
�(i a A. Niel , personally known to me to be the Vice President of
WALGREEN CO., an Illinois corporation, and personally known to me to be the person
whose name is subscribed in the foregoing instrument, appeared before me this day in
person and acknowledged that he signed and delivered the said instrument as such
Vice President of said corporation, pursuant to authority given by the Board of Directors
of said corporation, as his free and voluntary act, and as the free and voluntary act and
deed of said corporation, for the purposes therein set forth.
Given under my hand and notarial seal this Jday of
r , 2002.
wW�
01
FOFF-ICIAL SEAL Notary Public
My commission expires:LLEN.�tUHAMMAD�. S'ATE OF ILLINOIS',LWN EXPSIEs:osM11O4
STATE OF NORTH CAROLINA )
)ss
COUNTY OF NEW HANOVER ))
I, e3 Notary Pup is of the Cpu of n -C� .►s o #,C/
and State of Carolina, do hereby certify that �I ! I A }�_ tip+ , the
Manager of CRR PROPERTIES, L.L.C., a North Carolina manager -managed limited liability
company, personally appeared before me this day and acknowledged the due execution of the
foregoing instrument.
i�
WITNESS, my hand and official stamp or seal this the day of
2002.
o ry Public
3tljll Z

NWC S. College Road & Oleander Drive
Wilmington, NC
Store No. 6951
EXHIBIT "A"

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COLLEGE
i
OLEANDER
CENTER - LOT 2
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NWC S. College Road & Oleander Drive
Wilmington, NC
Store No. 6951
EXHIBIT "Bw

Jan 31 02 03:45p Hanover Design 910-343-9841 p.2
Hanover Design Services, Y.A.
Land Surveyors, Engineers, Land Planners
December 6, 2001
Re: Description of lot 2, College - Oleander Center
A certain tract or parcel of land lying and being in the City of Wilmington, New Hanover
County, North Carolina, and being a part of Cameron Company, Ltd. deed book 1375
page 431 and deed book 1356 page 1420, Cameron Corporation deed book 938 page 875
and deed book 956 page 620, Records -of New Hanover County, North Carolina, and
being more particularly described as follows:
Beginning at the point of intersection of the northern right of way line of Oleander Drive
(100' public right of way) and the western right of way line of South College Road (88'
public right of way), said point located the following bearings and distances from NC
Grid Monument 'TMDAYS": S 81-43-06 E 2,334.72 ft. to NC Grid Monument
"SHELL" (now destroyed); thence N 37-33-17 W 135.76 ft. to the point of beginning:
Proceed from said beginning point with the northern line of Oleander Drive N 83-12-34
W 244.69 ft. to an iron set at the intersection of said right of way and the eastern line of a
30' access easement; thence with the eastern line of said 30' access casement N 12-04-23
E 237.21 ft. to iron set at the intersection of the 30' access easement and the southern
line of a 25' access easement; thence with the southern line of the 25' access easement S
86-35-15 E 122.49 ft. to an iron set; thence continuing with the southern line of said 25'
access easement S 83-30-20 E 100.23 it. to an iron set at the intersection of the 25'
access easement and the wcstern right of way of South College Road; thence with the
western right of way S 06-42-35 W 243.94 R to the point of beginning and containing
1.294 acres according to a survey and computations by Hanover Design Services, P.A. in
October of 2001.
Together with access easements as shown on this survey of College - Oleander Center.
All bearings based on NC Grid (1983)
aVEX
David S. Hollis, PLS L-3704
A co
NN NOp111N,�,A
319 Walnut Street Wilmington, NC 28401 [phone] �"

REBECCA T. CHRISTIAN
REGISTER OF DEEDS, NEW HANOVER
JUDICIAL BUILDING
316 PRINCESS STREET
WILMINGTON, NC 28401
111111NNfIN1f IIf111fI1iNIfNINf iffllNiff111f11N1f111f N11Niff IiMiif lfiflf 11f1 N1 .N11Nf.if111fii Ni111NINNf
Filed For Registration: 02126/2002 04:48:37 PM
Book: RE 3214 Page: 937-M
Document No.: 2002009687
LEASE 13 POS $47.00
Recorder: PATRICIA BARNES
1ff 1H1fHff IM1ff1fff111f 111Nf111111f11N1f N1f Mf Mf 11111H11.11f f1111NNf 11M1N1NNN11Nf 11N1N1Mf 111N111N1f
State of North Carolina, County of New Hanover
The foregoing certificate of LOLA ALLEN-MUHAMMAD , VANESSA MARTINDALE Notaries are certified to be
correct. This 26TH of February 2002
RE ECC RISTIAN , REt31 TER OF DEEDS
By:
Dwity/Awolwort Register ff Deeds
NNMNIff 1N1M1HN1H1Nf NIf N1NfIif iiNflfHHH111NNHN1NNN1NH1MIfHNf NNIHINMNNf NNNNN1f 1ff
*2002009687*
z002009"7