SW8171118_Historical File_20180306

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
February 28, 2018
NCDENR
Division of Energy, Mineral and Land Resources
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Kelly Johnson
Re: The Village at Motts Landing Phase 2D
Project No. SW8171118
TE 17039
Dear Kelly:
In response to your comments dated January 10, 2018, we offer the following:
1. Drainage area notation has been added to sheet DA1
2. a. 10-year calculations are provided on energy dissipater detail, sheet C5.
b. Pond outlet velocity calculations were previously provided. Calculations are
enclosed for your convenience. Also, refer to energy dissipater calculations,
sheet C5.
3. The forebay volume has been revised to be based on the percent of the forebay
volume against the main pool volume only. Updated wet pond supplement is
enclosed.
4. Forebay weir velocity calculations previously provided with a non -erosive velocity
of 1.68 fps. Calculations are enclosed for you convenience.
Please review for approval and contact us with any questions, comments or if you need
additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
� �. Vx
Monica Valsi, E.I.
MLV:dcb
Enc.

02/27/2018 VAML PHASE 2D 17039
MLV Stormwater Pond Calculations
Total Drainage Area
sq. ft. acres
257,841 5.92
Impervious Area
Land Use
sq. ft.
acres
Lots
20,00
0.46
Roads
66,550
1.53
Sidewalks
16,210
0.37
Offsite
0
0.00
Future
Total
0
0.00
102,760
2.36
Stormwater Calculations:
Time of Concentration:
Hydraulic Length (L) = 1,500 ft.
change in Height (H) = 19 ft.
Tc = (L3 /H).311 / 128
11.72 min.
Flow for 1 year, 24 hour Storm (Q1):
QPRE _ (CPRE) x 01) x (Area)
= 4.62 cfs
QPosT = (CPosT) x (11) x (Area)
= 11.52 cfs
Detention Pond Design:
Is Area Win 1/2 mile of SA Waters? n
% impervious = 0.399
39.9%
CPRE = 0.2
CPos-r _ (% imp.)(.95)+(1-% imp.)(.20)
0.50
11 = 3.90 in/hr
110 = 7.23 in/hr
Flow for 10 year, 24 hour Storm (Q10):
QPRE _ (CPRE) x (110) x (Area)
8.56 cfs
QP0.4T = (CPosT) x (170) x (Area)
21.35 cfs
State Surface Area Required at normal pool:
Pond side slopes = 3 :1
Depth b/w Bot. of V.S. & 14.00
Bot. Pool =
SA/DA = 0.0296 for 3.V avedepth
Chart for 90% TSS Removal for Wet
Detention Pond without Vegetative Filter
Red SA = SA/DA x Total Drainage Area
= 7,632 sq. ft.
Provided SA = 11,428 sq. ft.
Main Pond Size:
Forebay Pond Size:
Elevation
Surface Area
Incr. Vol
Cuml. Vol.
Elevation
Surf. Area
Incr. Vol.
Cuml. Vol
ft.)
(sq. ft.
ft.
s
c
Top of Bank
24.00
24,385
80,462
128,834
Top of Bank
24.00
7,612
24,500
35,571
Temp. Pool
20.00
15,846
0
48,372
Temp. Pool
20.00
4,638
0
11,071
Top of V.S.
20.00
15,846
13,637
48,372
Top of V.S.
20.D0
4.638
4,204
11,071
Perm. Pool
19.00
11,428
34,735
34,735
Perm. Pool
1900.
3,769
6,867
6,867
Bot. of Pool
14.00
2,466
0
0
Bot. Pool
16.00
809
0
0
Provided Normal Main Pond Volume:
Bottom SA = 2,466 sq. ft.
Permanent Pool SA = 11,428 sq. ft.
Vol. _ [((PP SA + Bottom VS SA)/2) x (PP el. - Bottom VS el.)]
+ [((Bottom VS SA + Bottom Pool SA)/2) x (Bottom VS el. - Bottom Pool el.)]
34,735 cu. ft.
Fore bay:
Provided Normal Forebav Pond Volume
Bottom of Pool SA= 809 sq. ft.
Permanent Pool SA = 3,769 sq. ft.
Vol. _ P.P. SA + Bottom SA) / 2] x (P.P. el. - Bottom el.)
6,867 cu. ft. Depth= 3.00 ft
Required Forebay Volume 15%-20% required)
Vol. = 17.5% of Permanent Pool volume of Main Pool
= 6,079 cu. ft.
Volume required to contain from design storm(ft')= 11,560
Therefore, maximum sta a is between stages and cumulative volumes (main pond plus forebay):
Stage
Cuml.
Volume
19.00
0
24.00
94,099
17039 Pond CalcsAu
Total Provided PP Volume
___ _ _41,601 cu.ft.
Total Provided Main PP Volume l
34,735 cu.ft.
Actual % of Forebay Volume
= 19.77
CA
�ooi�isero�
ems% `Q,.•'®VESSSO O`/��✓sQ
Using Interpolation to determine stage at volume = 11,560 = Q� �y
Maximum Stage (feet) = 19.61 w sue`
-� <
Therefore set Temporary Pool Elevation at or higher than Maximum Stage j17-97A
FEB Z 8 2013
1 of 4 Z V. i fb
11

02/27/2018 VAML PHASE 2D 17039
MLV Stormwater Pond Calculations
Pond Size for Determining Storage Volume
Elev.
SA
Incr. Vol. Cum. Vol.
(ft)
(sq.ft.)
(cu.ft.) (cu.ft.)
Temp.
Pool 20.00
15,846
13,637 13,637
Perm. Pool 19.00
11,428
0 0
Provided Storage Volume:
Vol. _ [((PP SA + TP SA)/2) x (TP Elev. — PP Elev.)]
Vol. = 13,637 cu. ft.
State Volume Req. for Storage of first 1.5" runoff:
Rv = .05+ .009(% imp)
0.409
V= (Design rainfall)(Rv)(Drainage Area)
13,172 cu.ft.
Outlet Structure Design:
Flow for 2-day drawdown:
for Min. Volume required of stormwater,
Q = Min. Vol. Req. 1172,800 sec. (2-days)
I — 0.067 cis �j
Required Area of Pipe for 2-day drawdown:
A= 0/[CdxSQRT(2xgxh)]
Cd = 0.6
g = 32.2 ft./sZ
h = (T.P. elev.- N.P. Elev.) /3
0.33 ft.
A = 0.0241 s . ft.
Diameter of Pipe for 2-day drawdown:
DIA. = SQRT[(A x 4) / pi]
0.1750 ft.
2.10 in.
Drawdown Calculation
Orifice Used= 2 in.
Drawdown rate= 0.061 cfs
Drawdown time= 2.21 da s
Outlet Structure Check:
Using a 4' x 4' Basin,
Perimeter L = 16 ft.
Q = CIA
C = (% imp.)(.95) + (1% imp.)(.25)
= 0.50
1 = 7.23 in. for a 10 yr. Storm
A = 5.92 Acres
21.35 cfs
Flow for 5-day drawdown:
for Min. Volume required of stormwater,
Q = Temp. Pool Vol. / 432,000 sec. (5-days)
= 0.027 cfs
Required Area of Pipe for 5-day drawdown:
A= Q/[CdxSQRT(2xgxh)]
Cd = 0.6
g = 32.2 ft./s2
h = (F.P. elev. - N.P. Elev.) / 3
= 0.333333 ft.
A = 0.0096 s . ft.
Diameter of Pipe for 5-day drawdown:
DIA. = SQRT[(A x 4) / pi]
= 0.1107 ft.
= 1.33 in.
Q= CwxLxH"5
H = [Q / (Cw x L)]2j3
Cw = 3
= 0.58 ft.
Peak elevation = flood pool elevation + H
= 20.58 ft.
r�
FIE 2 f
L�i�
17039 Pond Calcs.xlsx 2 of 4

02/27/2018 VAML PHASE 2D
MLV Stormwater Pond Calculations
17039
Storage Volume - Non SA Waters - Minimum Volume Required
Volume of Runoff = V = (3630) (Design Rainfall Depth) (Rv) (Drainage Area)
where
Rv= 0.05+0.009(IA)
Rv = Runoff Coefficient = storm runoff (inches) / storm rainfall (inches)
iA _ impervious Fraction = impervious portion of the drainage area (acres) / Drainage area (acres)
IA= 39.9 %
Rv= 0.409
Design Rainfall Depth = 1.50 in.
Drainage Area = 5.92 acres
Volume= 11,560 ft3
Storage Volume - SA Waters - Pre -Development Runoff
1 - Year, 24 hour Runoff Volume
Volume of Runoff = V = (3630) (Design Rainfall Depth) (Rv) (Drainage Area)
where
Rv= 0.05+0.009(IA)
Rv = Runoff Coefficient = storm runoff (inches) / storm rainfall (inches)
IA = Impervious Fraction = Impervious portion of the drainage area (acres) / Drainage area (acres)
Pre-Dev. Impervious Area = 0 ft2
Pre-Dev. Drainage Area = 257,841 ft2
IA= 0.00 %
Rv= 0.060
Design Rainfall Depth = 1,50 in.
Drainage Area = 5.92 acres
Volume = 1,612 ft3
Storage Volume - SA Waters - Post -Development Runoff
1 - Year, 24 hour Runoff Volume
Volume of Runoff = V = (3630) (Design Rainfall Depth) (Rv) (Drainage Area)
where
Rv= 0.05+0.009(IA)
Rv = Runoff Coefficient = storm runoff (inches) / storm rainfall (inches)
IA = Impervious Fraction = Impervious portion of the drainage area (acres) / Drainage area (acres)
Post-Dev. Impervious Area =
102,760
ft2
Post-Dev. Drainage Area =
257,841
ft2
IA=
39.9
°%
Rv=
0.409
Design Rainfall Depth =
1.50
in.
Drainage Area =
5.92
acres
Volume =
13,172
ft3
17039 Pond Calcs.xlsx
� Pa
?s �I
3 of 4 ;!

02/27/2018 VAML PHASE 2D
MLV Stormwater Pond Calculations
17039
Average Depth Calculated
Main Permanent Pool Volume (ft3) 34,735.0
Main Permanent Pool Area (ft2) 11.428.0
Non -submerged Shelf - Average
Depth (ft) 3.04
Round to nearest 0.5 for SA/DA (ft) 3.00
�L 2 8 2013
17039 Pond Cales.xim 4 of 4 [i 1

02/27/2018 VAML Phase 2D
MLV Pond Outlet Velocity Calculations 17039
24"RCP outlet ,114 e 111wet detention basin):
V= 4*Q / D2*Pi Q1o= 6.65 cfs
V= 2.12 fps D= 2 ft
20' Emergency Spillwav:
V= Q/A Q1oo= 12.05 cfs
V= 1.77 fps d= 0.34 ft
L= 20 ft
A= d*L
A.
JL
FED 2 8 �u i
17039 Pond Outlet Velocity Calc.xls 1 of 1

02/27/2018 VAML Phase 2D 17039
MLV Forebay Weir Velocity Calculations
Qioo= 10.51 CFS
L= 20 WEIR LENGTH (FT)
H= 0.31 HEIGHT OF WATER ABOVE WEIR (FT)
Cw= 3.0 WEIR COEFFICIENT
WEIR EQUATION:
Q= Cw* L* H3/2
H= (Q/Cw*L)"3
H= 0.31 FT
VELOCITY: V= Q/A
A= L* H
A= 6.26 SF
V= 1.68 FPS
t w /a+d 1
FIB 2 XV S"13

Johnson, Kelly
From: Johnson, Kelly
Sent: Tuesday, February 6, 2018 9:17 AM
To: 'Monica Valsi'
Subject: RE: [External] RE: SW8 171118, Village at Motts Landing Phase 2D
Thanks Monica. I have you down for 2/28.
Thanks,
Kelly
From: Monica Valsi [mailto:[e-mail]]
Sent: Tuesday, February 6, 2018 9:04 AM
To: Johnson, Kelly <[e-mail]>
Subject: [External] RE: SW8 171118, Village at Motts Landing Phase 2D
CAUTEi]N: � ,�o
Hey Kelly,
overlooked this email. We respectfully request an extension to address your Request for Additional Information. We
will resubmit to you on or before February 28, 2018. Please confirm this is acceptable or direct otherwise. Thank you in
advance for your consideration.
Regards,
Monica
From: Johnson, Kelly [mailto:[e-mail]]
Sent: Wednesday, January 10, 2018 1:43 PM
To: Monica Valsi ([e-mail]) <[e-mail]>
Subject: SW8 171118, Village at Motts Landing Phase 2D
Monica,
Please see attached.
Thanks,
Kelly
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
1

Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
January 10, 2018
Aftew Properties, LLC
Attn: W. Arnold L. Sobol, Manager
2020 S. Churchill Drive
Wilmington, NC 28403
Subject: Request for Additional Information
Stormwater Project No. SW8171118
The Village at Motts Landing Phase 2D
New Hanover County
Dear Mr. Sobol:
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
TRACY DAVIS
Director
The Wilmington Regional Office received and accepted a State Stormwater Management Permit
.Application for the subject project on November 28, 2017. A preliminary in-depth review of that
information has determined that the application is not complete and that additional information is needed.
To continue the review, please provide the following additional information:
1. Drainage Area [15A NCAC 02H.1042(2)(g)(ii), .1002(15), and .1002(38)]: Please clarify on
Sheet DAl which line is the drainage area.
2. 10-Year Storm [15ANCAC 02H.1050(4)]:
a. Please provide engineering calculations demonstrating that the inlets of the SCMs shall
be designed to protect the SCM from erosion resulting from stormwater flow into the
SCM during the peak flow from the 10-year storm event.
b. Please provide engineering calculations demonstrating that the outlets of the SCM will
not cause erosion downslope of the discharge point during the peak flow from the 10-year
storm event.
3. Forebay Volume [15ANCAC 02H.1053(5)(a)]: The forebay volume shall be 15 to 20 percent of
the volume in the main pool. The calculations based the percent of forebay volume provided
against the total permanent pool volume provided (main pool and forebay). Please compare the
forebay volume against the main pool volume only.
4. Berm Flow Velocity [15ANCAC 02H.1053(5)(c)]: Please demonstrate that the water flowing
over or through the structure that separates the forebay from the main pool shall flow at a
nonerosive velocity.
Please remember to confirm that any revised information is presented consistently throughout the
application documents including calculations, supplements, narrative, and plans. Please also remember to
provide two hard copies of any updated documents per 15A NCAC 02H.1042(2).
The requested information should be received in this Office prior to January 26, 2018, or the application
will be returned as incomplete. If the project is retumed and you wish to re -submit later, you will need to
resubmit all required items at that time, including the application fee.
If additional time is needed to submit the requested information please e-mail, mail, or fax your extension
request, prior to the original due date, to the Division using the contact information available in this letter.
The extension request must include a justification and a date of when the requested information will be
submitted to the Division. Please remember that extension requests delay the issuance of the final
permit. The Division is allowed 90 days from the receipt of a complete application to issue the permit.
State of North Carolina I Environmental Qym ty 1 Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, NC 28405
.110 796 7215

State Stormwater Permit No. SW8 171118
Page 2 of 2
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to 'NC(3S 143-215.6A.
Please reference the State assigned application number on all correspondence. If you have any questions
concerning this matter.. please feel free to call me at [phone] or email me at
[e-mail].
Sinc rely, f
hj\F�,
Jty Jo nsonViinental Engineer
GDS/kpj: \\\Stormwater\Permits & Projects\2017\171118 HD\2018 01 addinfo 171118
cc: Phil Tripp, PE, Tripp Engineering
Wilmington Regional Office Stormwater Permit File
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmingron, NC 33405
910 1967215

Mail - [e-mail]
Page 1 of 1
The Village at Motts Landing Phase 2D; Stormwater Permit SW8
171118
Casmer, Jo
Tue 11/28/2017 3:37 PM
To:[e-mail] <[e-mail]>; Tripp Engineering ([e-mail]) <[e-mail]>;
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater
Section) accepted the Stormwater Permit Application and $505.00 fee on November 28, 2017. The project
has been assigned to Kelly Johnson and you will be notified if additional information is needed. Please be
advised that no construction activities may commence until the Stormwater Permit is issued.
Jo Casmer
Administrative Assistant for DEMILR/Stormwater Section
North Carolina Department of Environmental Quality
Department of Environmental Assistance & Customer Service
910 796-7336 office
910 350-2004 fax
io.casmerCcDncdenr.gov
127 Cardinal Drive Extension
Wilmington, INC 28405
https://outlook.office365.com/owa/?realm=nc.gov&path=/mail/ser titems 11/28/2017

Completeness Review Checklist
groject Blame: �-kj ��rtL.-,�
Project Location: Z t
Received Date:
Accepted Date:
�Rule(s) 2 Coastal 1:11995 Coastal Phase II (WiRO.) Universal 88 Coastal
(Type of Permit' New or Mod or PR (Existing Permit # (Mod or PR): PE Cert on File?
Density: /HD or
%: I- 1(% 0K?)
Subdivided?: Subdiv
Type: Commercial or CResidential �NCG:
Stream Class: IDSA Map MOffsite to SW8
Singie Lot —]MORW Map MExempt
papeork F" � r� Emailed Engineer on:
Mp!ement(sj(1 original per BiViP) BMP Type(s):
(t�` with correct/original signatures (1 original per BMP except LS/VFS and swales)
MA'p"plication %jith correct/original signatures eed
t2rorp or LLC: Sig. Auth. per SoS or letter mail Address
� -505 (withi„ 6mo) DE —mail Address
Design Engineer
Owner
❑Soils Report with SHWT Note to TES`"
OC-alculations (signed/sealed) c
FINo obvious errors
(Density includes common areas, etc
ed Restrictions, if subdivided:
ed & Notarized
Comm/Res HWLD) or Dec.
Plans`��,_ -
Sets
etails (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)`
[] Grading Wetlands: Delineated or No Wetlands
cinity Map �yout (proposed BUA dimensions)
egend [36A Maps lect Boundaries
Infiltration
Wet Pond
Offsite
Soils Report
Soils Report
MPE Cert for Master Lot #:
SHWT:
SHWT:
Deed Rest for Master Lot # Matches Master
Bottom:
PP:
BUA Permitted (Master): sf
Visited:
BUA Proposed (Offsite): sf
Additional Information:
Permitted
Proposed:
Proposed: Proposed:
BUA (sf)
DA (sf)
PP (el)
r--
—_
SHWT (el) i
r
Depth (ft)
SA (sf)
i

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
November 15, 2017
NCDENR
Division of Energy, Mineral and Land Resources
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Kelly Johnson
Re: The Village at Motts Landing Phase 2D
TE 17039
Dear Kelly:
We are requesting a high density stormwater permit for the Village at Motts
Landing Phase 2D subdivision. Enclosed please find the following items for review:
• 2 sets of plans
• $505 check
• Narrative
• Stormwater application — one original and one copy
• Wet Detention Basin Supplement
• Operation and Maintenance Agreement
• Deed Restrictions
• Calculations
• USGS map
• Secretary of State info.
• Copy of the Deed
Please review for approval and contact us with any questions, comments or if you
need additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
Am� �`C 1)4h;
V 4A
Monica Valsi, E.I.
MLV:dcb
Enc.

10/18/17
Stormwater & Erosion Control Narrative
The Village at Motts Landing Phase 2D
New Hanover County, NC
TE 17039
The Village at Motts Landing (VAML) Phase 2D is a residential site consisting of 4 single-family lots in
New Hanover County, Parcel ID# R07600-006-012-000, owned by AFTEW Properties, LLC. The project
area is approximately 6.9 acres. Wetlands exist on the site.
VAML Phase 2D proposes four (4) single-family lots, asphalt roadway with curbing, concrete sidewalks,
one (1) wet detention basin, and utility extensions.
The site has one (1) drainage area of approximately 5.92 acres. The total impervious area includes 4 lots
at 5,000 sf ea, 66,550 sf of asphalt roadway, and 16,210 sf of concrete sidewalk for a total BUA of
102,760 sf or 2.36 acres.
The project will be treated by erosion control measures such as drop inlets with inlet protection,
temporary silt fence, gravel construction entrance, and one (1) sediment basin. One (1) wet detention
basin provides sufficient storm water management to meet the State's 1.5" requirement, provides 90%
TSS removal, and alternately sized for the 2-, 10-, and 25-yr storm events and analyzed for the 100-yr
storm event. An emergency spillway has been designed for the 100-year storm assuming the principal
spillway is obstructed or not operating properly.
Prior to clearing of the site, one temporary construction entrance and temporary silt fence will be
installed. After clearing of the project site, the wet detention basins will be constructed to
include the proposed forebays. The roadway locations will then be graded. Underground
utilities, including the stormwater drainage system will be installed and inlet protection put into
place. The proposed roadways and sidewalks will be constructed, final site grading, and
stabilization of the site. Temporary erosion control measures will remain in -place until such
time as when areas are stabilized. Permanent measures include permanent stands of grass and
energy dissipaters. Specific measures and directions to the contractor are noted on the plans.
ECEIVE
�IUV 15 2017
BY:

1_'/09/2017 VAML Phase 2D 17039
MLV Forebay Weir Velocity Calculations
Q1oo= 10.51 CFS
L= 20 WEIR LENGTH (FT)
H= 0.31 HFIGHT OF WATER ABOVE WEIR (FT)
CW= 3.0 WEIR COEFFICIENT
WEIR EQUATION: Q= CW*L*H3/2
H= (Q/CW*L)213
°ettttttrrrro
�H CAR��Bio
H= 0.31 FT
%% ,..•.....a•. 0�
r:�•�oF Ess�0�}.�:s���o�
�.�
s SEAL r: o
VELOCITY: V= Q/A
17374 1 `
r
��''•►N• ��
A= L* H
��
i REG
A= 6.26 SF
to
V= 1.68 FPS
NOV 15 2017

11/09/2017 VAML Phase 2D
MLV Stormwater Pond Routing 17039
2-year 24hr Storm
WATERSHED DATA
BEFORE DEVELOPMENT
WATERSHED AREA
11.33 ACRES
HYDRAULIC LENGTH
1185 FT
CHANGE IN HFIGHT
14 FT
RUNOFF COEF. 'C'
0.2
TIME OF CONCENTR
10.04 MIN
INTENSITY 2 YR
5.28 IN/HR
Qa = 11.96 CFS
Qa = PRE -DEVELOPED PEAK DISCHARGE
COMPUTE DEPTH OF RUNOFF
P = 4.5 INCHES 2yr, 24hr PRECIPITATION
CN = 76 ((98*0.40)+(61 *0.60)) = 76
S = (1000/CN)-10
S = 3.19
Depth (D) = (P-0.2S)^2/(P+0.8S)
D = 2.11 IN - 2yr, 24hr RUNOFF DEPTH
SET VOLUME AND COMPUTE TIME TO PEAK
Tp = [(43.5)(D)(Area)] / Qp
Tp = 34.83 MINUTES
Storage Volume Req'd = (Qp-Qa)*Tp*1.39*60
10,644 cu. ft.
CALCULATE Ks AND b
SET NORMAL ELEVATION AT = 19.00 feet
AFTER DEVELOPMENT
WATERSHED AREA
5.92 ACRES
HYDRAULIC LENGTH
1500 FT
CHANGE IN HEIGHT
19 FT
RUNOFF COEF. 'C'
0.50
TIME OF CONCENTR
11.72 MIN
INTENSITY 2 YR
5.28 IN/HR
Qp = 15.63 CFS
Qp = POST -DEVELOPED PEAK DISCHARGE
S
Z
CONTOUR
INCR
ACCUM
CONTOUR
AREA
VOL
VOL
STAGE
In S
In Z
Z est
(sq ft)
(cu ft)
(cu ft)
(ft)
(ft)
19.00
15,197
0
0
0
0
0
0.00
20.00
20,484
17,841
17,841
1.0
9.7892
0.0000
1.01
21.00
23,753
22,119
39,959
2.0
10.5956
0.6931
1.98
22.00
26,436
25.095
65,054
3.0
11.0830
1.0986
2.97
23.00
29,185
27,811
92,864
4.0
11.4389
1.3863
3.99
24.00
31,997
30,591
123,455
5.0
11.7236
1.6094
5.07
Regression Output:
Ks = 17632
b = 1.20
Constant 9.78
G:U0BS12017117039-VAML PHASE 2MCALCS117039 routing2y24hr.x1sx

11/09/2017 VAML Phase 2D
MLV Stormwater Pond Routing
2-year 24hr Storm
17039
CHAINSAW METHOD FOR
RISER BARREL ROUTING
STORM DATA
Qa =
11.96 cfs
Qp =
15.63 cfs
Tp =
34.8 min
dT =
4 min
BASIN DATA
Ks =
17632
b =
1.20
Zo =
19.00 ft
Normal water elev =
19.00 ft
Peak Outflow =
2.43 cfs
Box Weir Length =
15 ft
Peak Stage =
20.84 ft
Cw =
3.0
Maximum Storage =
36,574 cu ft
Zcr =
22.00 ft
Control Holes:
State Orifice:
Dia =
2.00 in
Dd =
36 in
Inv =
19.00 ft
Cd =
0.59
Weir:
L =
12 in
Zi =
9.00 ft
Inv =
20.00 ft
Time
Inflow
Storage
Stage
Outflow
W Riser
Weir
Orifice
Weir
(Emergency Overflow)
(min)
cfs)
(cu ft)
(ft)
(Cfs)
(cfs)
(cfs)
(S)
(cfs)
0
0.0
0
19.00
0
0
0.00
0
0.00
4
0.5
0
19.00
0
0.00
0.00
0
0.00
8
1.9
121
19.02
0.00
0.00
0.00
0.00
0-00
12
4.1
588
19.06
0.01
0.00
0.00
0.01
0.00
16
6.8
1582
19.13
0.02
0.00
0.00
0.02
0.00
20
9.6
3214
19.24
0.04
0.00
0.00
0.04
0.00
24
12.2
5512
19.38
0.06
0.00
0.00
0.06
0.00
28
14.2
8424
19.54
0.07
0.00
0.00
0.07
0.00
32
15.4
11813
19.72
0.08
0.00
0.00
0-08
0.00
36
15.6
15484
19-90
0.09
0.00
0.00
0.09
0.00
40
14.8
19202
20.07
0.16
0.00
0.00
0.10
0.06
44
13.1
22714
20.24
0.45
0.00
0.00
0.11
0.34
48
11.3
25756
20.37
0.80
0.00
0.00
0.12
0.68
52
9.7
28278
20.48
1.13
0.00
0.00
0.12
1.01
56
8.4
30345
20.57
1.42
0.00
0.00
0.13
1.30
60
7.2
32016
20.64
1.68
0.00
0.00
0.13
1.55
64
6.2
33347
20.70
1.89
0.00
0.00
0.13
1.76
68
5.4
34386
20.75
2.06
0.00
0.00
0.13
1.93
72
4.6
35178
20.78
7 gn
0.00
0.00
0.13
2.06
76
4.0
35759
20.80
2.29
0.00
0.00
0.14
2.16
80
3.4
36163
20.82
2.36
0.00
0.00
0.14
2.23
84
2.9
36417
20.83
2.41
0.00
0.00
0.14
2.27
88
2.5
36548
20.84
2.43
0.00
0.00
0.14
2.29
92
2.2
36574
20.84
2.43
0.00
0.00
0.14
2.30
96
1.9
36515
9n.83
2.42
0.00
0.00
0.14
2.29
100
1.6
36386
20.83
2.40
0.00
0.00
0.14
2.27
104
1.4
36199
20.82
2.37
0.00
0.00
0.14
2.23
108
1.2
35966
20.81
2.33
0.00
0.00
0.14
2.19
112
1.0
35696
20.80
2.28
0.00
0.00
0.14
2.15
116
0.9
35397
20.79
2.23
0.00
0.00
0.13
2.10
G:\JOBSI2017117039-VAML PHASE 2DICALCS117039 routing2yr24hr.x1sx

11/09/2017 VAML Phase 2D
MLV 17039
Stormwater Pond Routing
2-year 24hr Storm
120
0.8
35075
20.77
2.18
0.00
0.00
0.13
2.04
124
0.7
34738
20.76
2.12
0.00
0.00
0.13
1.99
128
0.6
34388
20.75
2.06
0.00
0.00
0.13
1.93
132
0.5
34030
20.73
2.00
0.00
0.00
0.13
1.87
136
0.4
33667
20.71
1.94
0.00
0.00
0.13
1.81
140
0.4
33302
20.70
1.88
0.00
0.00
0.13
1.75
144
0.3
32937
20.68
1.83
0.00
0.00
0.13
1.70
148
0.3
32574
20.67
1.77
0.00
0.00
0.13
1.64
152
0.2
32215
20.65
1.71
0.00
0.00
0.13
1.58
156
0.2
31860
20.64
1.66
0.00
0.00
0.13
1.53
160
0.2
31511
20.62
1.60
0.00
0.00
0.13
1.47
164
0.1
31168
20.61
1.55
0.00
0.00
0.13
1.42
168
0.1
30832
20.59
1.50
0.00
0.00
0.13
1.37
172
0.1
30503
20.58
1.45
0.00
0.00
0.13
1.32
176
0.1
30182
20.57
1.40
0.00
0.00
0.13
1.28
180
0.1
29869
20.55
1.35
0.00
0.00
0.12
1.23
184
0.1
29563
20.54
1.31
0.00
0.00
0.12
1.19
188
0.1
29266
20.53
1.27
0.00
0.00
0.12
1.14
192
0.1
28976
20.51
1.23
0.00
0.00
0.12
1.10
196
0.0
28695
20.50
1.19
0.00
0.00
0.12
1.06
200
0.0
26421
20.49
1.15
0.00
0.00
0.12
1.03
204
0.0
28155
20.48
1.11
0.00
0.00
0.12
0.99
208
0.0
27896
20.47
1.08
0.00
0.00
0.12
0.95
212
0.0
27645
20.45
1.04
0.00
0.00
0.12
0.92
216
0.0
27401
20.44
1.01
0.00
0.00
0.12
0.89
220
0.0
27165
20.43
0.98
0.00
0.00
0.12
0.86
224
0.0
26935
20.42
0.95
0.00
0.00
0.12
0.83
228
0.0
26711
20.41
0.92
0.00
0.00
0.12
0.80
232
0.0
26494
20.40
0.89
0.00
0.00
0.12
0.77
236
0.0
26284
20.39
0.86
0.00
0.00
0.12
0.74
240
0.0
26079
20.39
0.84
0.00
0.00
0.12
0.72
244
0.0
25880
2n �A
0.81
0.00
0.00
0.12
0.69
248
0.0
25687
20.37
0.79
0.00
0.00
0.12
0.67
252
0.0
25500
20.36
0.76
0.00
0.00
0.12
0.65
256
0.0
25318
20.35
0.74
0.00
0.00
0.12
0.63
260
0.0
25141
20.34
0.72
0.00
0.00
0.12
0.61
264
0.0
24968
20.34
0.70
0.00
0.00
0.12
0.59
268
0.0
24801
20.33
0.68
0.00
0.00
0.12
0.57
272
0.0
24638
20.32
0.66
0.00
0.00
0.11
0.55
276
0.0
24480
20.31
0.64
0.00
0.00
0.11
0.53
280
0.0
24326
20.31
0.63
0.00
0.00
0.11
0.51
284
0.0
24176
20.30
0.61
0.00
0.00
0.11
0.50
288
0.0
24030
20.29
0.59
0.00
0.00
0.11
0.48
292
0.0
23888
20.29
0.58
0.00
0.00
0.11
0.46
296
0.0
23760
20.28
0.56
0.00
0.00
0.11
0.45
300
0.0
23616
20.28
0.55
0.00
0.00
0.11
0.43
304
0.0
23485
20.27
0.53
0.00
0.00
0.11
0.42
308
0.0
23357
20.26
0.52
0.00
0.00
0.11
0.41
312
0.0
23232
20.26
0.51
0.00
0.00
0.11
0.39
316
0.0
23111
20.25
0.49
0.00
0.00
0.11
0.38
320
0.0
22993
20.25
0.48
0.00
0.00
0.11
0.37
324
0.0
22877
20.24
0.47
0.00
0.00
0.11
0.36
328
0.0
22765
20.24
0.46
0.00
0.00
0.11
0.35
332
0.0
22655
20.23
0.45
0.00
0.00
0.11
0.34
336
0.0
22548
20.23
0.44
0.00
0.00
0.11
0.33
340
0.0
22443
20.22
0.43
0.00
0.00
0.11
0.32
344
0.0
22341
20.22
0.42
0.00
0.00
0.11
0.31
348
0.0
22242
20.21
0.41
0.00
0.00
0.11
0.30
352
0.0
22144
20.21
0.40
0.00
0.00
0.11
0.29
356
0.0
22049
20.20
0.39
0.00
0.00
0.11
0.28
360
0.0
21956
20.20
0.38
0.00
0.00
0.11
0.27
364
0.0
21865
20.20
0.37
0.00
0.00
0.11
0.26
368
0.0
21777
20.19
0.36
0.00
0.00
0.11
0.25
372
0.0
21690
20.19
0.35
0.00
0.00
011
0.25
376
0.0
21605
20.18
0.35
0.00
0.00
0.11
0.24
380
0.0
21522
20.18
0.34
0.00
0.00
0.11
0.23
384
0.0
21441
20.18
0.33
0.00
0.00
0.11
0.22
388
0.0
21361
20.17
0.32
0.00
0.00
0.11
0.22
392
0.0
21283
20.17
0.32
0.00
0.00
0.11
0.21
396
0.0
21207
20.17
0.31
0.00
0.00
0.11
0.20
400
0.0
21132
20.16
0.30
0.00
0.00
0.11
0.20
404
0.0
21059
20.16
0.30
0.00
0.00
0.11
0.19
408
0.0
20988
20.16
0.29
0.00
0.00
0.11
0.19
G:%JOBS12017117039-VAML PHASE 20%CALCS117039 rou[ing2yr24hr.xlsx

11/0912017 VAML Phase 2D
MLV Stormwater Pond Routing 17039
10-year 24hr Storm
WATERSHED DATA
BEFORE DEVELOPMENT
WATERSHED AREA
11.33 ACRES
HYDRAULIC LENGTH
1185 FT
CHANGE IN HEIGHT
14 fT
RUNOFF COEF. 'C'
0.2
TIME OF CONCENTR
10.04 MIN
INTENSITY 10 YR
6.43 IN/HR
Qa = 14.57 CFS
Qa = PRE -DEVELOPED PEAK DISCHARGE
COMPUTE DEPTH OF RUNOFF
P = Z INCHES 10yr, 24hr PRECIPITATION
CN = 76 ((98*0.40)+(61*0.60)) = 76
S = (1000/CN)-10
S = 3.19
Depth (D) = (P-0.2S)"2/(P+0.8S)
D = 4.24 IN -10yr, 24hr RUNOFF DEPTH
SET VOLUME AND COMPUTE TIME TO PEAK
Tp = [(43.5)(D)(Area)] / Qp
Tp = 57.31 MINUTES
Storage Volume Req'd = (Qp-Qa)*Tp*1.39*60
= 21,329 cu.ft.
CALCULATE Ks AND b
SET NORMAL ELEVATION AT = 19.00 feet
AFTER DEVELOPMENT
WATERSHED AREA
5.92 ACRES
HYDRAULIC LENGTH
1500 FT
CHANGE IN HEIGHT
19 FT
RUNOFF COEF. 'C'
0.50
TIME OF CONCENTR
11.72 MIN
INTENSITY 10 YR
6.43 IN/HR
Qp = 19.03 CFS
Qp = POST -DEVELOPED PEAK DISCHARGE
S
Z
CONTOUR
INCR
ACCUM
CONTOUR
AREA
VOL
VOL
STAGE
In S
In Z
Z est
(sq ft)
(cu ft)
(cu ft)
(ft)
(It)
19.00
15,197
0
0
0
0
0
0.00
20.00
20,484
17,841
17,841
1.0
9.7892
0.0000
1.01
21.00
23,753
22,119
39,959
2.0
10.5956
0.6931
1.98
22.00
26,436
25,095
65,054
3.0
11.0830
1.0986
2.97
23.00
29,185
27,811
92,864
4.0
11.4389
1.3863
3.99
24.00
31,997
30,591
123,455
5.0
11.7236
1.6094
5.07
Regression Output:
Ks = 17632
b = 1.20
Constant 9.78
G:UOBS12017117039-VAML PHASE 2DICALCS117039 routing10yr24hr.x1sx

11/09/2017 VAML Phase 2D
MLV 17039
Stormwater Pond Routing
10-year 24hr Storm
CHAINSAW METHOD FOR
RISER BARREL ROUTING
STORM DATA
Qa =
14.57 cfs
Qp =
19.03 cfs
Tp =
57.3 min
dT =
4 min
BASIN DATA
Ks =
17632
b =
1.20
Zo =
19.00 ft
Normal water elev =
19.00 It
Peak Outflow =
6.65 cfs
Box Weir Length =
15 It
Peak Stage =
21.67 It
Cw =
3.0
Maximum Storage =
57,334 cu It
Zcr
22.00 It
Control Holes:
State Orifice:
Dia =
2.00 in
Dd
36 in
Inv =
19.00 It
Cd
0.59
Weir:
L =
12 in
Zi
9.00 ft
Inv =
20.00 It
Time
Inflow
Storage
Stage
Outflow
W Riser
Weir
Orifice
Weir
(min)
(cfs)
(cu ft)
(ft)
(cfs)
( )
(Emergency Overflow)
0
0.0
0
19.00
0
0
(cfs)
(cfs)
(ems)
4
0.2
0
19.00
0
0.00
0.00
0.00
0
0.00
8
0.9
55
19.01
0.00
0.00
0.00
0
0.00
0.00
0.00
12
2.0
271
19.03
0.00
0.00
0.00
0.00
0.00
16
3.4
747
19.07
0.01
0.00
0.00
0.01
0.00
20
5.2
1568
19.13
0.02
0.00
0.00
0.02
0.00
24
7.1
2804
19.22
0.04
0.00
0.00
0.04
0.00
28
9.2
4502
19.32
0.05
0.00
0.00
0.05
0.00
32
11.3
6692
19.46
0.06
0.00
0.00
0.06
0.00
36
13.2
9377
19.59
0.07
0.00
0.00
0.07
0.00
40
15.1
12539
19.75
0.08
0.00
0.00
0.08
0.00
44
16.6
16133
19.93
0.09
0.00
0.00
0.09
0.00
48
17.8
20096
20.12
0.22
0.00
0.00
0.10
0.12
52
18.6
24320
20.31
0.63
0.00
0.00
0.11
0.51
56
19.0
28642
20.50
1.18
0.00
0.00
0.12
1.06
60
18.9
32921
20.68
1.82
0.00
0.00
0.13
1.69
64
18.4
37026
20.86
2.51
0.00
0.00
0.14
2.38
68
17.4
40839
21.01
3.21
0.00
0.00
0.14
3.06
72
16.1
44256
21.15
3.87
0.00
0.00
0.15
3.72
76
14.7
47200
21.27
4.46
0.00
0.00
0.15
4.31
80
13.5
49666
21.37
4.97
0.00
0.00
0.16
4.82
84
12.3
51702
21.45
5.41
0.00
0.00
0.16
5.25
88
11.2
53354
21.52
5.77
0.00
0.00
0.16
5.60
92
10.2
54663
21.57
6.05
0.00
0.00
0.16
5.89
96
9.4
55670
21.61
6.28
0.00
0.00
0.16
6.12
100
8.5
56409
21.64
6.45
0.00
0.00
0.16
6.28
104
7.8
56914
21.66
6.56
0.00
0.00
0.17
6.39
108
7.1
57214
21.67
6.63
0.00
0.00
0.17
6.46
112
6.5
57334
21.67
6.65
0.00
0.00
0.17
6.49
116
5.9
57300
21.67
6.65
0.00
0.00
0.17
6.48
WJOBS12017117039-VAML PHASE 2DXCALCSX17039 routing10yr24hr.x1sx

11 /09l2017 VAML Phase 2D
MLV 17039
Stormwater Pond Routing
10-year 24hr Storm
120
5.4
57131
21.66
6.61
0.00
0.00
0.17
6.44
124
5.0
56849
21.65
6.54
0.00
0.00
0.17
6.38
128
4.5
66468
21.64
6.46
0.00
0.00
0.16
6.29
132
4.1
56005
21.62
6.35
0.00
0.00
0.16
6.19
136
3.8
55473
21.60
6.23
0.00
0.00
0.16
6.07
140
3.4
54883
21.58
6.10
0.00
0.00
0.16
5.94
144
3.2
54247
21.55
5.96
0.00
0.00
0.16
5.80
148
2.9
53572
21.53
5.81
0.00
0.00
0.16
5.65
152
2.6
52867
21.50
5.66
0.00
0.00
0.16
5.50
156
2.4
52140
21.47
5.60
0.00
0.00
0.16
5.34
160
2.2
51396
21.44
5.34
0.00
0.00
0.16
5.18
164
2.0
50640
21.41
5.18
0.00
0.00
0.16
5.02
168
1.8
49877
21.38
5.02
0.00
0.00
0.16
4.86
172
1.7
49112
21.35
4.86
0.00
0.00
0.16
4.70
176
1.5
48348
21.32
4.70
0.00
0.00
0.15
4.54
180
1.4
47587
21.29
4.54
0.00
0.00
0.15
4.38
184
1.3
46832
21.26
4.38
0.00
0.00
0.15
4.23
188
1.2
46085
21.23
4.23
0.00
0.00
0.15
4.08
192
1.1
45348
21.20
4.08
0.00
0.00
0.15
3.93
196
1.0
44623
21.17
3.94
0.00
0.00
0.15
3.79
200
0.9
43910
21.14
3.80
0.00
0.00
0.15
3.65
204
0.8
43211
21.11
3.66
0.00
0.00
0.15
3.51
208
0.7
42526
21.08
3.53
0.00
0.00
0.15
3.38
212
0.7
41856
21.06
3.40
0.00
0.00
0.14
3.25
216
0.6
41202
21.03
3.28
0.00
0.00
0.14
3.13
220
0.6
40564
21.00
3.16
0.00
0.00
0.14
3.01
224
0.5
39941
20.98
3.04
0.00
0.00
0.14
2.90
228
0.5
39335
20.95
2.93
0.00
0.00
0.14
2.79
232
0.4
38745
20.93
2.82
0.00
0.00
0.14
2.68
236
0.4
38171
20.90
2.72
0.00
0.00
0.14
2.58
240
0.4
37612
20.88
2.62
0.00
0.00
0.14
2.48
244
0.3
37070
20.86
2.52
0.00
0.00
0.14
2.38
248
0.3
36543
20.84
2.43
0.00
0.00
0.14
2.29
252
0.3
36032
20.81
2.34
0.00
0.00
0.14
2.20
256
0.2
35535
20.79
2.26
0.00
0.00
0.13
2.12
260
0.2
35053
20.77
2.17
0.00
0.00
0.13
2.04
264
0.2
34586
20.75
2.10
0.00
0.00
0.13
1.96
268
0.2
34133
20.73
2.02
0.00
0.00
0.13
1.89
272
0.2
33693
20.72
1.95
0.00
0.00
0.13
1.82
276
0.2
33267
20.70
1.88
0.00
0.00
0.13
1.75
280
0.1
32854
20.68
1.81
0.00
0.00
0.13
1.68
284
0.1
32454
20.66
1.75
0.00
0.00
0.13
1.62
288
0.1
32065
20.65
1.69
0.00
0.00
0.13
1.56
292
0.1
31689
20.63
1.63
OM
0.00
0.13
1.50
296
0.1
31324
20.61
1.5 i
0.00
0.00
0.13
1.45
300
0.1
30971
20.60
1.52
0.00
0.00
0.13
1.39
304
0.1
30628
20.58
1.47
0.00
0.00
0.13
1.34
308
0.1
30296
20.57
1.42
0.00
0.00
0.13
1.29
312
0.1
29974
20.56
1.37
0.00
0.00
0.13
1.24
316
0.1
29662
20.54
1.32
0.00
0.00
0.12
120
320
0.1
29360
20.53
1.28
0.00
0.00
0.12
1.16
324
0.1
29066
20.52
1.24
0.00
0.00
0.12
1.12
328
0.0
28782
20.50
1:20
0.00
0.00
0.12
1.08
332
0.0
28506
20.49
1.16
0.00
0.00
0.12
1.04
336
0.0
28238
20.48
1.12
0.00
0.00
0.12
1.00
340
0.0
27979
20.47
1.09
0.00
0.00
0.12
0.97
344
0.0
27727
20.46
1.05
0.00
0.00
0.12
0.93
348
0.0
27482
20.45
1.02
0.00
0.00
0.12
0.90
352
0.0
27245
20.44
0.99
0.00
0.00
0.12
0.87
356
0.0
27015
20.43
0.96
0.00
0.00
0.12
0.84
360
0.0
26791
20.42
0.93
0.00
0.00
0.12
0.81
364
0.0
26574
20.41
0.90
0.00
0.00
0.12
0.78
368
0.0
26364
20.40
0.87
0.00
0.00
0.12
0.75
372
0.0
26159
20.39
0.85
0.00
0.00
0.12
0.73
376
0.0
25960
20.3E
0.82
0.00
0.00
0.12
0.70
380
0.0
25767
20.37
0.80
0.00
0.00
0.12
0.68
384
0.0
25579
20.36
0.77
0.00
0.00
0.12
0.66
388
0.0
25396
20.36
0.75
0.00
0.00
0.12
0.64
392
0.0
25219
20.35
0.73
0.00
0.00
0.12
0.61
396
0.0
25046
20.34
0.71
0.00
0.00
0.12
0.59
400
0.0
24878
20.33
0.69
0.00
0.00
0.12
0.57
404
0.0
24715
20.33
0.67
0.00
0.00
0.11
0.56
408
0.0
24556
20.32
0.65
0.00
0.00
0.11
0.54
G:IJOBSI2017\17039-VAML PHASE 2DICALCSX17039 rou[ing10yr24hr.xlsx

11/09/2017 VAML Phase 2D
ML`V Stormwater Pond Routing 17039
25-year 24hr Storm
WATERSHED DATA
BEFORE DEVELOPMENT
WATERSHED AREA
11.33 ACRES
HYDRAULIC LENGTH
1185 FT
CHANGE IN HEIGHT
14 FT
RUNOFF COEF. 'C'
0.2
TIME OF CONCENTR
10.04 MIN
INTENSITY 25 YR
7.22 IN/HR
Qa = 16.36 CFS
Qa = PRE -DEVELOPED PEAK DISCHARGE
COMPUTE DEPTH OF RUNOFF
P = 8 05 INCHES 25yr, 24hr PRECIPITATION
CN = 76 ((98*0.40)+(61*0.60)) = 76
S = (1000/CN)-10
S = 3.19
Depth (D) = (P-0.2S)"2/(P+O.SS)
D = 5.18 IN - 25yr, 24hr RUNOFF DEPTH
SET VOLUME AND COMPUTE TIME TO PEAK
Tp = [(43.5)(D)(Area)] / Qp
Tp = 62.42 MINUTES
Storaae Volume Read = (Qp-Qa)*Tp*1.39*60
26,084 cu. ft.
CALCULATE Ks AND b
SET NORMAL ELEVATION AT = 19.00 feet
AFTER DEVELOPMENT
WATERSHED AREA
5.92 ACRES
HYDRAULIC LENGTH�EE
1500 FT
CHANGE iN HEIGHT
11 19 FT
RUNOFF COEF. 'C'
0.50
TIME OF CONCENTR
11.72 MIN
INTENSITY 25 YR
7.22 IN/HR
Qp = 21.37 CFS
Qp = POST -DEVELOPED PEAK DISCHARGE
S
Z
CONTOUR
INCR
ACCUM
CONTOUR
AREA
VOL
VOL
STAGE
In S
In Z
Z est
(sq ft)
(cu ft)
(cu ft)
(ft)
(ft)
19.00
15,197
0
0
0
0
0
0.00
20.00
20,484
17,841
17,841
1.0
9.7892
0.0000
1.01
21.00
23,753
22,119
39,959
2.0
10.5956
0.6931
1.98
22.00
26,436
25,095
65,054
3.0
11,0830
1.0986
2.97
23.00
29,185
27,811
92,864
4.0
11.4389
1.3863
3.99
24.00
31,997
30,591
123,455
5.0
11.7236
1.6094
5.07
Regression Output:
Ks = 17632
b = 1.20
Constant 9.78
G:WDBS12017117039-VAML PHASE 2DVCALCS117039 routing25yr24hr.x1sx

11/09/2017 VAML Phase 2D MLV Stormwater Pond Routing 17039
25-year 24hr Storm
CHAINSAW METHOD FOR
RISER BARREL ROUTING
STORM DATA
Qa =
16.36 cfs
Qp =
21.37 cfs
Tp =
62.4 min
dT =
4 min
BASIN DATA
Ks =
17632
b =
1.20
Zo =
19.00 it
Normal water elev, =
19.00 It
Box Weir Length =
15 ft
Cw =
3.0
Zcr =
22.00 ft
Dd =
24 in
Cd =
0.59
Zi =
19.00 ft
Peak Outflow, = 8.56 cfs
Peak Stage = 21.98 ft
Maximum Storage = 66,457 cu ft
Control Holes:
State Orifice:
Weir:
Dia = 2.00 in
Inv = 19.00 ft
L = 12 in
Inv = 20.00 It
Time
Inflow
Storage
Stage
Outflow
W Riser
Weir
Orifice
Weir
(Emergency Overflow)
(min)
(cfs)
(cu ft)
(ft)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
0
0.0
0
19.00
0
0
0.00
0
0.00
4
0.2
0
19.00
0
0.00
0.00
0
0.00
8
0.9
52
19.01
0.00
0.00
0.00
0.00
0.00
12
1.9
257
19.03
0.00
0.00
0.00
0.00
0.00
16
3.3
710
19.07
0.01
0.00
0.00
0.01
0.00
20
5.0
1496
19.13
0.02
0.00
0.00
0.02
0.00
24
6.9
2684
19.21
0.04
0.00
0.00
0.04
0.00
28
9.0
4330
19.31
0.05
0.00
0.00
0.05
0.00
32
11.1
6470
19.43
0.06
0.00
0.00
0.06
0.00
36
13.2
9122
19.58
0.07
0.00
0.00
0.07
0.00
40
15.3
12281
19.74
0.08
0.00
0.00
0.08
0.00
44
17.1
15924
19.92
0.09
0.00
0.00
0.09
0.00
48
18.7
20005
20.11
0.22
0.00
0.00
0.10
0.11
52
19.9
24436
20.31
0.64
0.00
0.00
0.11
0.52
56
20.8
29067
20.52
1.24
0.00
0.00
0.12
1.12
60
21.3
33766
20.72
1.96
0.00
0.00
0.13
1.83
64
21.3
38406
20.91
2.76
0.00
0.00
0.14
2.62
68
21.0
42865
21.10
3.59
0.00
0.00
0.15
3.45
72
20.2
47031
21.27
4.42
0.00
0.00
0.15
4.27
76
19.0
50806
21.42
5.21
0.00
0.00
0.16
5.06
80
17.5
54107
21.55
5.93
0.00
0.00
0.16
617
84
16.1
56890
21.66
6.55
0.00
0.00
0.17
6.39
88
14.8
59188
21.74
7.08
0.00
0.00
0.17
6.91
92
13.7
61050
21.82
7.51
0.00
0.00
0.17
7.34
96
12.6
62523
21.87
7.86
0.00
0.00
0.17
7.69
100
11.6
63651
21.92
8.13
0.00
0.00
0.17
7.95
104
10.6
64474
21.95
8.33
0.00
0.00
0.17
8.15
108
9.8
65028
21.97
8.46
0.00
0.00
0.18
8.28
112
9.0
65345
21.98
8.54
0.00
0.00
0.18
8.36
116
8.3
65457
21.98
8.56
0.00
0.00
0.18
8.39
G:IJOBSI2017117039-VAML PHASE 2DICALCSI17039 rouling25yr24hr.x1sx

11109/2017 VAML Phase 2D 17039
MLV Stormwater Pond Routing
25-year 24hr Storm
120
7.6
65389
21.98
8.55
0.00
0.00
0.18
8.37
124
7.0
65167
21.97
8.49
0.00
0.00
0.18
8.32
128
6.4
64811
21.96
8.41
0.00
0.00
0.17
8.23
132
5.9
64341
21.94
8.29
0.00
0.00
0.17
8.12
136
5.5
63775
21.92
8.16
0.00
0.00
0.17
7.98
140
5.0
63128
21.90
8.00
0.00
0.00
0.17
7.83
144
4.6
62412
21.877.83
0.00
0.00
0.17
7.66
148
4.3
61642
21.84
7.65
0.00
0.00
0.17
7.48
152
3.9
60826
21.81
7.46
0.00
0.00
0.17
7.29
156
3.6
59974
21.77
7.26
0.00
0.00
0.17
7.09
160
3.3
59096
21.74
7.06
0.00
0.00
0.17
6.89
164
3.0
58197
21.71
6.85
0.00
0.00
0.17
6.68
168
2.8
57284
21.67
6.64
0.00
0.00
0.17
6.48
172
2.6
56362
21.63
6.43
0.00
0.00
0.16
6.27
176
2.4
55437
21.60
6.23
0.00
0.00
0.16
6.06
180
2.2
54512
21.56
6.02
0.00
0.00
0.16
5.86
184
2.0
53591
21.53
5.82
0.00
0.00
0.16
5.66
188
1.8
52677
21.49
5.62
0.00
0.00
0.16
5.46
192
1.7
51773
21.45
5.42
0.00
0.00
0.16
5.26
196
1.6
50880
21.42
5.23
0.00
0.00
0.16
5.07
200
1.4
50000
21.38
5.04
0.00
0.00
0.16
4.89
204
1.3
49136
21.35
4.86
0.00
0.00
0.16
4.70
208
1.2
48287
21.32
4.68
0.00
0.00
0.15
4.53
212
1.1
47456
21.28
4.51
0.00
0.00
0.15
4.36
216
1.0
46642
21.25
4.34
0.00
0.00
0.15
4.19
220
0.9
45847
21.22
4.18
0.00
0.00
0.15
4.03
224
0.9
45071
21.19
4.03
0.00
0.00
0.15
3.88
228
0.8
44314
21.16
3.88
0.00
0.00
0.15
3.73
232
0.7
43576
21.13
3.73
0.00
0.00
0.15
3.58
236
0.7
42858
21.10
3.59
0.00
0.00
0.15
3.45
240
0.6
42159
21.07
3.46
0.00
0.00
0.15
3.31
244
0-9
41480
21.04
3.33
0.00
0.00
0.14
3.18
248
0.5
40819
21.01
3.20
0.00
0.00
0.14
3.06
252
0.5
40177
20.99
3.08
0.00
0.00
0.14
2.94
256
0.4
39554
20.96
2.97
0.00
0.00
0.14
2.83
260
0.4
38950
20.94
2.86
0.00
0.00
0.14
2.72
264
0.4
38363
20.91
2.75
0.00
0.00
0.14
2.61
268
0.3
37794
20.89
2.65
0.00
0.00
0.14
2.51
272
0.3
37242
20.87
2.55
0.00
0.00
0.14
2.41
276
0.3
36707
20.84
2.46
0.00
0.00
0.14
2.32
280
0.3
36188
20.82
2.37
0.00
0.00
0.14
2.23
284
0.3
35685
20.80
2.28
0.00
0.00
0.14
2.15
288
0.2
35197
20.78
2.20
0.00
0.00
0.13
2.06
292
0.2
34725
20.76
2.12
0.00
0.00
0.13
1.99
296
0.2
34267
20.74
2.04
n no
0.00
0.13
1.91
300
0.2
33824
20.72
1.97
0.00
0.00
0.13
1.84
304
0.2
33394
20.70
1.90
0.00
0.00
0.13
1.77
308
0.2
32978
20.69
1.83
0.00
0.00
0.13
1.70
312
0.1
32575
20.67
1.77
0.00
0.00
0.13
1.64
316
0.1
32184
20.65
1.71
0.00
0.00
0.13
1.58
320
0.1
31805
20.64
1.65
0.00
0.00
0.13
1.52
324
0.1
31438
20.62
1.59
0.00
0.00
0.13
1.46
328
0.1
31083
20.60
1.54
0.00
0.00
0.13
1.41
332
0.1
30738
20.59
1.48
0.00
0.00
0.13
1.36
336
0.1
30404
20.57
1.43
0.00
0.00
0.13
1.31
340
0.1
30080
20.56
1.39
0.00
0.00
0.13
1.26
344
0.1
29766
20.55
1.34
0.00
0.00
0.12
1.21
348
0.1
29462
20.53
1.30
0.00
0.00
0-19
1.17
352
0.1
29167
20.52
1.25
0.00
0.00
0.12
1.13
356
0.1
28881
20.51
1.21
0.00
0.00
0.12
1.09
360
0.1
28603
20.50
1.17
0.00
0.00
0.12
1.05
364
0.0
28334
20.49
1.14
0.00
0.00
0.12
1.01
368
0.0
28073
20.47
1.10
0.00
0.00
0.12
0.98
372
0.0
27820
20.46
1.06
0.00
0.00
0.12
0_94
376
0.0
27574
20.45
1.03
0.00
0.00
0.12
0.91
380
0.0
27335
20.44
1.00
0.00
0.00
0.12
0.88
384
0.0
27103
20.43
0.97
0.00
0.00
0.12
0.85
388
0.0
26878
20.42
0.94
0.00
0.00
0.12
0.82
392
0.0
26660
20.41
0.91
0.00
0.00
0.12
0.79
396
0.0
26448
20.40
0.88
0.00
0.00
0.12
0.76
400
0.0
26241
20.39
0.86
0.00
0.00
0.12
0.74
404
0.0
26041
20.38
0.83
0.00
0.00
0.12
0.71
408
0.0
25846
20.38
0.81
0.00
0.00
0.12
0.69
G:IJOBSI2017117039-VAML PHASE 2DICALCSI17039 rouling25yr24hr.xlsx

11/09/2017 VAML Phase 2D 17039
MLV Stormwater Pond Routing
100-year 24hr Storm
WATERSHED DATA
BEFORE DEVELOPMENT
WATERSHED AREA
11.33 ACRES
HYDRAULIC LENGTH
1185 FT
CHANGE IN HEIGHT
14 FT
RUNOFF COEF. 'C'
0.2
TIME OF CONCENTR
10.04 MIN
INTENSITY 100 YR
8.48 IN/HR
Qa = 19.22 CFS
Qa = PRE -DEVELOPED PEAK DISCHARGE
COMPUTE DEPTH OF RUNOFF
P = 10 INCHES 100yr, 24hr PRECIPITATION
CN = 76 ((98*0.40)+(61*0.60)) = 76
S = (1000/CN)-10
S = 3.19
Depth (D) = (P-0.2S)^2/(P+0.8S)
D = 6.98 IN-100yr, 24hr RUNOFF DEPTH
SET VOLUME AND COMPUTE TIME TO PEAK
Tp = [(43.5)(D)(Area)] / Qp
Tp = 71.62 MINUTES
Storage Volume Req'd = (Qp-Qa)*Tp*1.39*60
35,152 cu. ft.
CALCULATE Ks AND b
SET NORMAL ELEVATION AT = 19.00 feet
AFTER DEVELOPMENT
WATERSHED AREA
5.92 ACRES
HYDRAULIC LENGTH
1500 FT
CHANGE IN HEIGHT
19 FT
RUNOFFCOEF.'C'
0.50
TIME OF CONCENTR
11.72 MIN
INTENSITY 100 YR
8.48 IN/HR
Qp = 25.10 CFS
Qp = POST -DEVELOPED PEAK DISCHARGE
S
Z
CONTOUR
INCR
ACCUM
CONTOUR
AREA
VOL
VOL
STAGE
In S
In Z
Z est
(sq ft)
(cu ft)
(cu ft)
(ft)
(ft)
19.00
15,197
0
0
0
0
0
0.00
20.00
20,484
17,841
17,841
1.0
9.7892
0.0000
1.01
21.00
23,753
22,119
39,959
2.0
10.5956
0.6931
1.98
22.00
26,436
25,095
65,054
3.0
11.0830
1.0986
2.97
23.00
29,185
27,811
92,864
4.0
11.4389
1.3863
3.99
24.00
31,997
30,591
123,455
5.0
11.7236
1.6094
5.07
Regression Output:
Ks = 17632
b = 1.20
Constant 9.78
G:UOBS12017117039-VAML PHASE 2DICALCS117039 routing100y24hr.x1sx

11/09/2017 VAML Phase 2D
MN Stormwater Pond Routing
100-year 24hr Storm
17039
CHAINSAW METHOD FOR
RISER BARREL ROUTING
STORM DATA
Qa =
19.22 cfs
Qp =
25.10 cfs
Tp =
71.6 min
dT =
4 min
BASIN DATA
Ks =
17632
b=
1.20
Zo =
19.00 ft
Normal water elev =
19.00 ft
Peak Outflow =
16.70 cfs
Box Weir Length =
15 ft
Peak Stage =
22.27 ft
Cw =
3.0
Maximum Storage =
72,998 cu ft
Zcr =
22.00 ft
Control Holes:
State Orifice:
Dia =
2.00 in
Dd =
36 in
Inv =
19.00 ft
Cd =
0.59
Weir:
L =
12 in
Zi =
9.00 ft
Inv =
20.00 ft
Time
Inflow
Storage
Stage
Outflow
W Riser
Weir
Orifice
Weir
(Emerge Overflow)
(min)
(cfs)
(cu ft)
(ft) •
(�)
(ds)
(d
(cfs)
(cfs)
0
0.0
0
19.00
0
0
0.00
0
0.00
4
0.2
0
19.00
0
0.00
0.00
0
0.00
8
0.8
46
19.01
0.00
0.00
0.00
0.00
0.00
12
1.7
230
19.03
0.00
0.00
0.00
0.00
0.00
16
3.0
637
19.06
0.01
0.00
0.00
0.01
0.00
20
4.5
1347
19.12
0.02
0.00
0.00
0.02
0.00
24
6.3
2430
19.19
0.03
0.00
0.00
0.03
0.00
28
8.3
3942
19.29
0.05
0.00
0.00
0.05
0.00
32
10.5
5931
19.40
0.06
0.00
0.00
0.06
0.00
36
12.7
8429
19.54
0.07
0.00
0.00
0.07
0.00
40
14.8
11449
19.70
0.08
0.00
0.00
0.08
0.00
44
17.0
14992
19.87
0.09
0.00
0.00
0.09
0.00
48
18.9
19041
20.07
0.15
0.00
0.00
0.10
0.05
52
20.7
23552
20.27
0.54
0.00
0.00
0.11
0.43
56
22.3
28398
20.49
1.14
0.00
0.00
0.12
1.02
60
23.5
33468
20.71
1.91
0.00
0.00
0.13
1.78
64
24.4
38651
20.92
2.80
0.00
0.00
0.14
2.66
68
24.9
43835
21.14
3.78
0.00
0.00
0.15
3.64
72
25.1
48914
21.34
4.81
n on
0.00
0.15
4.66
76
24.9
53782
21.53
5.86
0.00
0.00
0.16
5.70
80
24.3
58345
21.71
6.89
0.00
0.00
0.17
6.72
84
23.3
62515
21.87
7.86
0.00
0.00
0.17
7.69
88
22.0
66220
22.01
8.89
0.07
0.00
0.18
8.57
92
20.5
69383
22.13
11.71
2.18
0.00
0.18
9.35
96
19.1
71494
22,21
1446
4.40
0.00
0.18
9.07
100
17.7
72602
22.25
16.09
5.75
0.00
0.18
10.15
104
16.5
72998
22.27
16.70
6.26
0.00
0.18
10.25
108
15.3
72949
22.27
16.62
6.20
0.00
0.18
10.24
112
14.3
72641
22.26
16.15
5.80
0.00
0.18
10.16
116
13.3
72190
22.24
15.47
5.24
0.00
0.18
10.05
G:IJOBS12017117039-VAML PHASE 2MCALCS117039 rouling100y24hr.x1sx

11/09/2017 VAML Phase 2D 17039
MLV Stormwater Pond Routing
100-year 24hr Storm
120
12.3
71661
22.22
14.70
4.60
0.00
0.18
9.91
124
11.5
71095
22.20
13.90
3.95
0.00
0.18
9.77
128
10.7
70513
22.18
13.12
3.31
0.00
0.18
9.63
132
9.9
69925
22.15
12.37
2.71
0.00
0.18
9.48
136
9.2
69339
22.13
11.66
2.14
0.00
0.18
9.34
140
8.6
68755
22.11
11.00
1.63
0.00
0.18
9.19
144
8.0
68175
22.09
10.39
1.16
0.00
0.18
9.05
148
7.4
67596
22.07
9.84
0.76
0.00
0.18
8.91
152
6.9
67015
22.04
9.35
0.41
0.00
0.18
8.76
156
6.4
66427
22.02
8.94
0.14
0.00
0.18
8.62
160
6.0
65822
22.00
8.65
0.00
0.00
0.18
8.48
164
5.6
65178
21.97
8.50
0.00
0.00
0.18
8.32
168
5.2
64471
21.95
8.33
0.00
0.00
0.17
8.15
172
4.8
63712
21.92
8.14
0.00
0.00
0.17
7.97
176
4.5
62910
21.89
7.95
0.00
0.00
0.17
7.78
180
4.2
62073
21.86
7.75
0.00
0.00
0.17
7.58
184
3.9
61208
21.82
7.55
0.00
0.00
0.17
7.38
188
3.6
60323
21.79
7.34
0.00
0.00
0.17
7.17
192
3.3
59422
21.75
7.13
0.00
0.00
0.17
6.97
196
3.1
58512
21.72
6.92
0.00
0.00
0.17
6.76
200
2.9
57595
21.68
6.71
0.00
0.00
0.17
6.55
204
2.7
56677
21.65
6.51
0.00
0.00
0.17
6.34
208
2.5
55760
21.61
6.30
0.00
0.00
0.16
6.14
212
2.3
54848
21.58
6.10
0.00
0.00
0.16
5.93
216
2.2
53942
21.54
5.89
0.00
0.00
0.16
5.73
220
2.0
53046
21.50
5.70
0.00
0.00
0.16
5.54
224
1.9
52160
21.47
5.51
0.00
0.00
0.16
5.35
228
1.7
51287
21.44
5.32
0.00
0.00
0.16
5.16
232
1.6
50428
21.40
5.13
0.00
0.00
0.16
4.98
236
1.5
49584
21.37
4.95
0.00
0.00
0.16
4.80
240
1.4
48755
21.33
4.78
0.00
0.00
0.15
4.63
244
1.3
4744�
21.30
4.61
0.00
0.00
0.15
4.46
248
1.2
47148
21.27
4.45
0.00
0.00
0.15
4.30
252
1.1
46371
21.24
4.29
0.00
0.00
0.15
4.14
256
1.0
45611
21.21
4.14
0.00
0.00
0.15
3.99
260
1.0
44869
21.18
3.99
0.00
0.00
0.15
3.84
264
0.9
44145
21.15
3.84
0.00
0.00
0.15
3.70
268
0.8
43440
21.12
3.71
0.00
0.00
0.15
3.56
272
0.8
42752
21.09
3.57
0.00
0.00
0.15
3.43
276
0.7
42082
21.07
3.44
0.00
0.00
0.15
3.30
280
0.7
41431
21.04
3.32
0.00
0.00
0.14
3.17
284
0.6
40796
21.01
3.20
0.00
0.00
0.14
3.06
288
0.6
40179
20.99
3.08
0.00
0.00
0.14
2.94
292
0.5
39580
20.96
2.97
0.00
0.00
n 14
2.83
296
0.5
38997
20.94
2.87
0.00
0.00
0.14
2.73
300
0.5
38430
20.91
2.76
0.00
0.00
0.14
2.62
304
0.4
37880
20.89
2.66
0.00
0.00
0.14
2.53
308
0.4
37345
20.87
2.57
0.00
0.00
0.14
2.43
312
0.4
36826
20.85
2.48
0.00
0.00
0.14
2.34
316
0.4
36322
20.83
2.39
0.00
0.00
0.14
2.25
320
0.3
35832
20.81
2.31
0.00
0.00
0.14
2.17
324
0.3
35357
20.79
2.23
0.00
0.00
0.13
2.09
328
0.3
34896
20.77
2.15
0.00
0.00
0.13
2.01
332
0.3
34449
20.75
2.07
0.00
0.00
0.13
1.94
336
0.2
34014
20.73
2.00
0.00
0.00
0.13
1.87
340
0.2
33593
20.71
1.93
0.00
0.00
0.13
1.80
344
0.2
33184
20.69
1.87
0.00
0.00
0.13
1.73
348
0.2
32787
20.68
1.80
0.00
0.00
0.13
1.67
352
0.2
32402
20.66
1.74
0.00
0.00
0.13
1.61
356
0.2
32028
20.64
1.68
0.00
0.00
0.13
1.55
360
0.2
31665
20.63
1.63
0.00
0.00
0.13
1.50
364
0.1
31313
20.61
1.57
0.00
0.00
0.13
1.44
368
0.1
30971
20.60
1.52
0.00
0.00
0.13
1.39
372
0.1
30639
20.69
1.47
0.00
0.00
0.13
1.34
376
0.1
30317
20.57
1.42
0.00
0.00
0.13
1.29
380
0.1
30005
20.56
1.37
0.00
0.00
0.13
1.25
384
0.1
29701
20.54
1.33
0.00
0.00
0.12
1.21
388
0.1
29406
20.53
1.29
0.00
0.00
0.12
1.16
392
0.1
29120
20.52
1.25
0.00
0.00
0.12
1.12
396
0.1
28843
20.51
1.21
0.00
0.00
0.12
1.08
400
0.1
28573
20.50
1.17
0.00
0.00
0.12
1.05
404
0.1
28311
20.48
1.13
0.00
0.00
0.12
1.01
408
0.1
28056
20.47
1.10
0.00
0.00
0.12
0.98
G:IJOBS12017117039-VAML PHASE 201CALCS117039 rou[ing100y24hr.xlsx

11/0912017 VAML Phase 2D
MLA/ Stormwater Pond Routing
100-year 24hr Storm
Clogged
17039
WATERSHED DATA
BEFORE DEVELOPMENT
WATERSHED AREA
11.33 ACRES
HYDRAULIC LENGTH
1185 FT
CHANGE IN HEIGHT
14 FT
RUNOFF COEF. 'C'
0.2
TIME OF CONCENTR
10.04 MIN
INTENSITY 100 YR
8.48 IN/HR
Qa = 19.22 CFS
Qa = PRE -DEVELOPED PEAK DISCHARGE
COMPUTE DEPTH OF RUNOFF
P = 10 INCHES 100yr, 24hr PRECIPITATION
CN = 76 ((98'0.40)+(61'0.60)) = 76
S = (1000/CN)-10
S = 3.19
Depth (D) = (P-0.2S)"2/(P+0.8S)
D = 6.98 IN-100yr, 24hr RUNOFF DEPTH
SET VOLUME AND COMPUTE TIME TO PEAK
Tp = [(43.5)(D)(Area)] / Qp
Tp = 71.62 MINUTES
Storage Volume Req'd = (Qp-Qa)"Tp`1.39'60
= 35,152 cu. ft.
CALCULATE Ks AND b
SET NORMAL ELEVATION AT = 19.00 feel
AFTER DEVELOPMENT
WATERSHED AREA
5.92 ACRES
HYDRAULIC LENGTH
1500 FT
CHANGE IN HEIGHT
19 FT
RUNOFF COEF. 'C'
1 0.50
TIME OF CONCENTR
1 11.72 MIN
INTENSITY 100 YR
8.48 IN/HR
Qp = 25.10 CFS
Qp = POST -DEVELOPED PEAK DISCHARGE
S
Z
CONTOUR
INCR
ACCUM
CONTOUR
AREA
VOL
VOL
STAGE
In S
In Z
Z est
(sq ft)
(cu ft)
(cu ft)
(ft)
(ft)
19.00
15,197
0
0
0
0
0
0.00
20.00
20,484
17,841
17,841
1.0
9.7892
0.0000
1.01
21.00
23,753
22,119
39,959
2.0
10.5956
0.6931
1.98
22.00
26,436
25,095
65,054
3.0
11.0830
1.0986
2.97
23.00
29,185
27,811
92,864
4.0
11.4389
1.3863
3.99
24.00
31,997
30,591
123,455
5.0
11.7236
1.6094
5.07
Regression Output:
Ks = 17632
b= 1.20
Constant 9.78
GMOBS12017117039-VAML PHASE 2DNCALCSX17039 routing100yr24hrC1ogged.x1sx

11/09/2017 VAML Phase 2D 17039
WV Stormwater Pond Routing
100-year 24hr Storm
Clogged
CHAINSAW METHOD FOR
RISER BARREL ROUTING
STORM DATA
Qa = 19.22 cfs
Qp = 25.10 cfs
Tp = 71.6 min
dT = 4 min
BASIN DATA
Ks =
b=
Zo =
Normal water elev, =
Box Weir Length
Cw =
Zcr =
Dd =
Cd =
Zi =
17632
1.20
19.00 ft
19.00 ft
Peak Outflow =
12.05 cfs
ft
Peak Stage =
23.34 ft
3.0
Maximum Storage =
102,654 cu ft
ft
Control Holes:
State Orifice:
Dia =
in
in
Inv =
ft
0.59
Emergency Spillway:
L =
240 in
ft
Inv
23.00 ft
Time
Inflow
Storage
Stage
Outflow
W Riser
Weir
Orifice
Weir
(Emergency Overflow)
(min)
(cfs)
(cu ft)
(ft)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
0
0.0
0
19.00
0
0
0.00
0
0.00
4
0.2
0
19.00
0
0.00
0.00
0
0.00
8
0.8
46
19.01
0.00
0.00
0.00
0.00
0.00
12
1.7
230
19.03
0.00
0.00
0.00
0.00
0.00
16
3.0
638
19.06
0.00
0.00
0.00
0.00
0.00
20
4.5
1349
19.12
arm
0.00
0.00
0.00
0.00
24
6.3
2436
19.19
0.00
0.00
0.00
0.00
0.00
28
8.3
3957
19.29
0.00
0.00
0.00
0.00
0.00
32
10.5
5957
19.40
0.00
0.00
0.00
0.00
0.00
36
12.7
8468
19.54
0.00
0.00
0.00
0.00
0.00
40
14.8
11506
19.70
0.00
0.00
0.00
0.00
O.Ou
44
17.0
15068
19.88
0.00
0.00
0.00
0.00
0.00
48
18.9
19139
20.07
0.00
0.00
0.00
0.00
0.00
52
20.7
23686
20.28
0.00
0.00
0.00
0.00
0.00
56
22.3
28662
20.50
0.00
0.00
0.00
0.00
0.00
60
23.5
34007
20.73
0.00
0.00
0.00
0.00
0.00
64
24.4
39648
20.97
0.00
0.00
0.00
0.00
0.00
68
24.9
45506
21.20
0.00
0.00
0.00
0.00
0.00
72
25.1
61492
21.44
0.00
0.00
0.00
0.00
0.00
76
24.9
57516
21.68
0.00
0.00
0.00
0.00
0.00
80
24.3
63485
21.91
0.00
0.00
0.00
0.00
0.00
84
23.3
69308
22.13
0.00
0.00
0.00
0.00
0.00
88
22.0
74898
22.34
0.00
0.00
0.00
0.00
0.00
92
20.5
80178
22.53
0.00
0.00
0.00
0.00
0.00
96
19.1
85100
22.71
0.00
0.00
0.00
0.00
0.00
100
17.7
89677
22.88
0.00
0.00
0.00
0.00
0.00
104
16.5
93934
23.03
0.36
0.00
0.00
0.00
0.36
108
15.3
97805
23.17
4.25
0.00
0.00
0.00
4.25
112
14.3
100466
23.27
8.22
0.00
0.00
0.00
8.22
116
13.3
101917
23.32
10.71
0.00
0.00
0.00
10.71
G:%J0BS12017117039-VAML PHASE MCALCM17039 rouling100yr24hrC1ogged.x1sx

11109/2017 VAML Phase 2D 17039
MLV Stormwater Pond Routing
100-year 24hr Storm
Clogged
120
12.3
102531
23.34
11.82
0.00
0.00
0.00
11.82
124
11.5
102654
23.34
12.05
0.00
0.00
0.00
12.05
128
10.7
102515
23.34
11.79
0.00
0.00
0.00
11.79
132
9.9
102245
23.33
11.30
0.00
0.00
0.00
11.30
136
9.2
101914
23.32
10.70
0.00
0.00
0.00
10.70
140
8.6
101560
23.30
10.08
0.00
0.00
0.00
10.08
144
8.0
101201
23.29
9.45
0.00
0.00
0.00
9.45
148
7.4
100848
23.28
8.85
0.00
0.00
0.00
8.85
152
6.9
100505
23.27
8.28
0.00
0.00
0.00
8.28
156
6.4
100174
23.26
7.74
0.00
0.00
0.00
7.74
160
6.0
99856
23.24
7.24
0.00
0.00
0.00
7.24
164
5.6
99552
23.23
6.76
0.00
0.00
0.00
6.76
168
5.2
99261
23.22
6.32
0.00
0.00
0.00
6.32
172
4.8
98984
23.21
5.90
0.00
0.00
0.00
5.90
176
4.5
98719
23.20
5.62
0.00
0.00
0.00
5.52
180
4.2
98466
23.19
5.16
0.00
0.00
0.00
5.16
184
3.9
98224
23.19
4.82
0.00
0.00
0.00
4.82
188
3.6
97994
23.18
4.51
0.00
0.00
0.00
4.51
192
3.3
97774
23.17
4.21
0.00
0.00
0.00
4.21
196
3.1
97565
23.16
3.94
0.00
0.00
0.00
3.94
200
2.9
97364
23.16
3.68
0.00
0.00
0.00
3.68
204
2.7
97173
23.15
3.44
0.00
0.00
0.00
3.44
208
2.5
96991
23.14
3.22
0.00
0.00
0.00
3.22
212
2.3
96817
23.14
3.01
0.00
0.00
0.00
3.01
216
2.2
96651
23.13
2.82
0.00
0.00
0.00
2.82
220
2.0
96493
23.12
2.64
0.00
0.00
0.00
2.64
224
1.9
96342
23.12
2.47
0.00
0.00
0.00
2.47
228
1.7
96197
23.11
2.31
0.00
0.00
0.00
2.31
232
1.6
96060
23.11
2.16
0.00
0.00
0.00
2.16
236
1.5
95928
23.10
2.03
0.00
0.00
0.00
2.03
240
1.4
95803
23.10
1.90
0.00
0.00
0.00
1.90
244
1.3
95683
23.10
1.78
0.00
0.00
0.00
1.78
248
1.2
95568
23.09
1.66
0.00
0.00
0.00
1.66
252
1.1
95459
23.09
1.56
0.00
0.00
0.00
1.56
256
1.0
95355
23.08
1.46
0.00
0.00
0.00
1.46
260
1.0
95255
23.08
1.37
0.00
0.00
0.00
1.37
264
0.9
95160
23.08
1.28
0.00
0.00
0.00
1.28
268
0.8
95069
23.07
1.20
0.00
0.00
0.00
1.20
272
0.8
94982
23.07
1.13
0.00
0.00
0.00
1.13
276
0.7
94899
23.07
1.06
0-00
0.00
0.00
1.06
280
0.7
94820
23.06
0.99
0.00
0.00
0.00
0.99
284
0.6
94744
23.06
0.93
0.00
0-00
0.00
0.93
288
0.6
94672
23.06
0.87
0.00
0.00
0.00
0.87
292
0.5
94602
23.06
0.82
0.00
0.00
0.00
0.82
296
0.5
94536
23.05
0.77
0.00
0.00
0.00
0.77
300
0.5
94473
23.05
0.72
0.00
0.00
0.00
0.72
304
0.4
94413
23.05
0.68
0.00
0.00
0.00
0.68
308
0.4
94355
23.05
0.64
0.00
0.00
0.00
0.64
312
0.4
94300
23.05
0.60
0.00
0.00
0.00
0.60
316
0.4
94247
23.04
0.56
0.00
0.00
0.00
0.56
320
0.3
94197
23.04
0.53
0.00
0.00
0.00
0.53
324
0.3
94149
23.04
0.50
0.00
0.00
0.00
0.50
328
0.3
94103
23.04
0.47
0.00
0.00
0.00
0.47
332
0.3
94069
23.04
0.44
0.00
0.00
0.00
0.44
336
0.2
94017
23.04
0.41
0.00
0.00
0.00
0.41
340
0.2
93976
23.03
0.39
0.00
0.00
0.00
0.39
344
0.2
93938
23.03
0.37
0.00
0.00
0.00
0.37
348
0.2
93901
23.03
0.34
0.00
0.00
0.00
0.34
352
0.2
93866
23.03
0.32
0.00
0.00
0.00
0.32
356
0.2
93832
23.03
0.30
0.00
0.00
0.00
0.30
360
0.2
93800
23.03
0.29
0.00
0.00
0.00
0.29
364
0.1
93769
23.03
0.27
0.00
0.00
0.00
0.27
368
0.1
93739
23.03
0.25
0.00
0.00
0.00
0.25
372
0.1
93711
23.03
0.24
0.00
0.00
0.00
0.24
376
0.1
93684
23.02
0.23
0.00
0.00
0.00
0.23
380
0.1
93658
23.02
0.21
0.00
0.00
0.00
0.21
384
0.1
93633
23.02
0.20
0.00
0.00
0.00
0.20
388
0.1
93609
23.02
0.19
0.00
0.00
0.00
0.19
392
0.1
93586
23.02
0.18
0.00
0.00
0.00
0.18
396
0.1
93565
23.02
0.17
0.00
0.00
0.00
0.17
400
0.1
93544
23.02
0.16
0.00
0.00
0.00
0.16
404
0.1
93524
23.02
0.15
0.00
0.00
0.00
0.15
408
0.1
93505
23.02
0.14
0.00
0.00
0.00
0.14
G:WOBS12017117039-VAML PHASE 2D%CALCS117039 routing100yr24hrGIogged.xlsx

FOR REGISTRRTION REGISTER OF DEEDS
NEWGHANOVER COUNTYIANC
2NN2 Oa 38 68:46: iN M
BKINSTRU� 12NN2N54722 'NN
N
DEED
Parcels: R07600-006-014-000; R07600-006-012-000; R07600-006-013-000;
R07500-004-003-000; R07600-006-010-000; R07600-006-008-001;
R07500-001-001-000; R07500-004-004-000
Revenue Stamps
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
THIS DEED, made and entered into this the 4th day of September, 2002, by and
between ARNOLD L. SOBOL and wife, FLORENCE S. SOBOL, ELLEN SOBOL STEIN and
husband, ALVIN L. STEIN, WARREN M. SOBOL and wife, MARLENE GANZ SOBOL and
TODD L. SOBOL and wife, JODY GLASSER SOBOL, parties of the first part; and AFI'EW
PROPERTIES, LLC, a North Carolina limited liability company, having an address of
2020 S. Churchill Drive, Wilmington, NC 28403, party of the second part;
WITNESSETH:
That the parties of the first part in consideration of the sum of Ten Dollars
($10.00) and other good and valuable considerations to said parties paid by the party of the
second part, the receipt of which hereby is acknowledged, have bargained and sold and by these
presents do bargain, sell and convey unto the party of the second part, said party's successors and
assigns, the following described property, to wit: CC
IVE
NOV 15 201t
BY:__._
Prepared by Ward and Smith, P.A., 1001 College Court, New Bern, NC 28562
,, RETURNED TO
No opinion on title is rendered b and and Smith, P.A. without a separate written opinion on
title from Ward and Smith, P.A.

All those certain tracts or parcels of land lying and being situate in
New Hanover County, North Carolina, and being more particularly
described on Exhibit A attached hereto and incorporated herein by
reference.
TO HAVE AND TO HOLD said property and all privileges and appurtenances
thereunto belonging to the party of the second part, said party's successors and assigns forever.
Arnold L. Sobol and Florence S. Sobol covenant that they are seized of Tract 3,
Tract 4, Tract 8, Tract 9, Tract 10 and Tract 11 as described above in fee and have the right to
convey same in fee simple, that same are free from encumbrances except any encumbrances or
restrictions mentioned above and that said parties will warrant and defend the title to same
against the Iawful claims of all persons whomsoever.
Arnold L. Sobol and Florence S. Sobol covenant that they are seized of an eighty-
five percent (85%) undivided interest in Tract 1, Tract 2, Tract 5, Tract 6, Tract 7 and Tract 12 as
described above in fee, and have the right to convey said undivided interest in fee simple; that
said undivided interest is free from encumbrances except any encumbrances or restrictions
mentioned above and that said parties will warrant and defend the title to said undivided interest
against the lawful claims of all persons whomsoever.
Each of Ellen Sobol Stein, Warren M. Sobol and Todd L. Sobol covenant that
they are seized of an undivided one-third (1/3) interest in an undivided fifteen percent (15%)
interest in Tract 1, Tract 2, Tract 5, Tract 6, Tract 7 and Tract 12 as described above in fee, that
they have the right to convey their undivided one-third (1/3) interest in an undivided fifteen
percent (15%) interest in fee simple; that their undivided one-third (1/3) interest in an undivided
fifteen percent (15%) interest is free from encumbrances except any encumbrances or restrictions
mentioned above and that said party will warrant and defend the title to their individual
2

undivided one-third (1/3) interest in an undivided fifteen percent (15%) interest against the
lawful claims of all persons whomsoever.
IN TESTIMONY WHEREOF, the parties of the first part have set said parties'
hands hereto and have adopted as said parties' seals the typewritten word "SEAL" appearing
beside said parties' names, this the day and year first above written.
(Signatures appear on the following pages)
3

ALIJ
Alr -
-' (SEAL)
old L. Sobol
"i SEAL
Florence S. Sobol
STATE OF XURTH CAROLINA
COUNTY OF (( f�
Lc.Q'-%Sa- n¢ LU. , a Notary Public in and for
said County and State, do hereby certify that ARNOLD L. SOBOL and wife, FLORENCE S.
SOBOL personally appeared before me this day and acknowledged the due execution of the
foregoing instrument.
WITNESS my hand and notarial seal, this the W day of e. 2002.
My Commission Expires:
Notary seal or stamp must appear within above box.

Ellen Sobol Ste' (SEAL)
' (SEAL)
Alvin L. n
A
STATE OF
COUNTY OF dkow j
I, a Notary Public in and for
said County and State, do hereby certify t ELLEN SOBOL STEIN and husband, ALVIN L.
STEIN personally appeared before me this day and acknowledged the due execution of the foregoing
instrument.
A WITNESS my hand and notarial seal, this the el& day of
?!�wcze_� , 2002.
No ublic
My Commission Expires:
MARY C. COFFMAM, Notary Puhffe
In and for the State of Ohio
My
Notary seal or stamp must appear within above box.

CJ���
eA.
AA L (SEAL)
Warren M. Sobol
nWALc b • Upt (SEAL)
Marlene Ganz Sobol
'�L
STATE OF C1
COUNTY OF
I, '�-n a Notary Public in and for said
County and State, do hereby certify that N M. SOBOL and wife, MARLENE GANZ SOBOL
personally appeared before me this day El acknowledged the due execution of the foregoing
instrument.
WITNESS my hand and notarial seal, this the : — day of,L
2002.
My Commission Expires:
//-- /- o q/
Notary Puly,
Txvc barn ryl Z - mm e r man
:ar within above box.
0

(SEAL)
Todd L. Sobol
S )
Jody 'obol
STATE OF
COUNTY OF
I, L a Notary Public in and for said
County and State, do hereby certify that TODD L. SOBOL and wife, JODY GLASSER SOBOL
personally appeared before me this day and acknowledged the due executian of the foregoing
instrument.
VATINESS my hand and notarial seal, this the 15ArN-, day of
2002.
� Lam. ,a , 1�,��►��_�
Notary Public
My Commission Expires:
.ESA A. KE MER
OHIO
MY OOMMISSION EXPIRES O4-08-06
Notary seal or stamp must appear within above box.
7

STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
The foregoing certificates of
Notaries Public of
said Count[ylies], and State[s], are certified to be correct. This instrument was presented for registration
this day and hour and duly recorded in the office of the Register of Deeds of New Hanover County,
North Carolina, in Book , Page
This day of , 2002, at o'clock M.
020365-0001
NBMAIM501083.1
8
Register of Deeds

Exhibit A
1.
Parcel R07600-006-014-OW
TRACT 1 (Deeds recorded in Book 843, Page 554, Book 843, Page 88, Book
843, Page 552, Book 844, Page 588 and Book 842, Page 557)
All that certain tract or parcel of land lying and being situate in Federal Point Township,
New Hanover County, North Carolina, and being more particularly described as follows:
Being all of the property described in those certain deeds dated October 8, 1968 from
Lorean (also known as Lorena) McDonald Nixon, widow, to Arnold L. Sobol and wife,
Florence S. Sobol, recorded in Book 843, Page 554; deed dated October 8, 1968 from
George McDonald and wife, Louise McDonald to Arnold L. Sobol and wife, Florence S.
Sobol, recorded in Book 843, Page 88; deed dated October 14, 1968 from Eliza Pearl
McDonald, single, to Arnold L. Sobol and wife, Florence S. Sobol, recorded in Book
843, Page 552; deed dated October 8, 1968 from Elisha (also known as Elijah)
McDonald and wife, Augusta McDonald to Arnold L. Sobol and wife, Florence S. Sobol;
recorded in Book 844, Page 588; and deed dated October 4, 1968 from Harry McDonald
and wife, Olivia McDonald to Arnold L. Sobol and wife, Florence S. Sobol, recorded in
Book 842, Page 557, all in the office of the Register of Deeds of New Hanover County,
the legal descriptions of the property therein conveyed being incorporated herein by
reference for a more perfect description of the property herein conveyed.
Each of the above referenced deeds conveys a one -fifth (115) undivided interest in the
property therein described as follows:
BEING all of Tract 5 of the J.H. McDonald Division, as the same is
shown on a map of said division recorded in Book 285, at Page 3041/2, of
the New flanover County Registry, EXCEPTING HOWEVER, that tract
heretofore sold to Horace McDonald by deed recorded in Book 638, at
Page 316, of said Registry.
The conveyance of this Tract 1 is made subject to a life estate reserved by Lorean (also
known as Lorena) McDonald Nixon, in the deed recorded in Book 843, Page 554, in and

to the following described tract; BEGINNING at the Southeastern corner of a tract of
land conveyed to Horace McDonald by deed recorded in Book 638, at Page 316, of the
New Hanover County Registry, and running thence along said Horace McDonald's
Southern line North 77' West 200 feet to his Southwestern corner; thence South 130
West 50 feet to a point; thence South 77° East 200 feet to a point, thence North 13° East
50 feet to the point of beginning.
The conveyance of this Tract 1 is further made subject to a life estate reserved by George
McDonald, one of the parties of the first part in the deed recorded in Book 843, Page 88,
in and to the following described tract: BEGINNING at the Northeastern corner of that
tract of land conveyed to Horace McDonald by deed recorded in Book 638, at Page 316,
of the New Hanover County Registry, and running thence with said Horace McDonald's
northern line North 77' West 200 feet to Horace McDonald's northwestern corner;
thence North 13' East 50 feet; thence South 77° East 100 feet; thence South 13' West
50 feet to the point of Beginning.
This conveyance of Tract 1 is further made subject to easements of record or on the
ground, restrictive covenants of record, the provisions of all applicable zoning and land
use ordinances, statutes and regulations, municipal building code restrictions, any liens,
lappages or encroachments of record or upon the property and ad valorem taxes for the
current year.
2.
Parcel R07600-006-012-000
TRACT 2 (Deed Book 832, Page 860)
All that certain tract or parcel of land lying and being situate in Federal Point Township,
New Hanover County, North Carolina, and being more particularly described as follows:
Being all of the property described in that certain deed dated May 15, 1968 from A.
Duncan McDonald, widower, to Arnold L. Sobol and wife, Florence S. Sobol, recorded
in Book 832, Page 860, in the office of the Register of Deeds of New Hanover County,
the legal description of the property therein conveyed being incorporated herein by
reference for a more perfect description of the property herein conveyed.
That deed describes the property therein conveyed as follows:

ALL of Lot four (4) of the J.H. Me Donald Land, as shown on a map recorded in
Book 285, at Page 3041/2 of the New Hanover County Registry, EXCEPTING,
THEREFROM, the following described property;
BEGINNING at a granite stone marked "McD" in the western line of the River Road,
also being designated as State Road 1100 (50.0 feet from its centerline) said stone also
being in the dividing line of tracts 3 and 4 of the division of the J.H. McDonald land as
shown on a map as recorded in Record Book 285 at Page 304 1/2 of the New Hanover
County Registry, said stone also being located the following courses and distances from
the intersection of the centerline of said River Road with the southern edge of the
concrete bridge through which flow the water of Motts Creek as measured along the
centerline of said River Road to the dividing line of the aforesaid tracts 3 and 4 of the
J.H. McDonald division, south 41 degrees, 05 minutes east 252.2 feet to a railroad spike
and the beginning of a curve to the right of said River Road, continuing thence with said
centerline (as measured along the chords of said curve) south 40 degrees, 20 minutes east
100.0 feet; south 35 degrees, 53 minutes east 100.0 feet; south 28 degrees 10 minutes east
100.0 feet and south 22 degrees,13 minutes east 97.15 feet to a railroad spike in the
aforementioned dividing line of tracts 3 and 4, running thence with said dividing line
south 75 degrees, 50 minutes west 50.17 feet to said beginning point; running thence
from said beginning point and along the curve to the right to a point in said curve, said
point being north 30 degrees, 08 minutes west 222.06 feet from the preceding point as
measured along the chord of said curve; running thence parallel to the dividing lines of
tracts 3 and 4 of the aforementioned J.H. McDonald division south 75 degrees, 50
minutes west 728 feet to an iron pipe; continuing thence same course south 75 degrees,
30 minutes west 60 feet, more or less, to the run of Motts Creek; running thence in a
generally southwesterly direction down the run of Motts Creek 625 feet, more or less, to
a point in the dividing line of the aforesaid tracts 3 and 4 of the McDonald division;
running thence with said dividing line north 75 degrees 50 minutes east 50 feet, more or
less, to a cypress stake in the said line; continuing thence with said dividing line north 75
degrees 50 minutes east 1,254 feet, more or less, to the point of beginning, containing
4.35 acres, more or less and being the southerly 213.5 feet of tract #4 of the
J.H. McDonald division lying west of the aforementioned River Road (State Road 1100).
(This description furnished by George Losak, R.L.S.)
This conveyance of Tract 2 is made subject to easements of record or on the ground,
restrictive covenants of record, the provisions of all applicable zoning and land use
3

ordinances, statutes and regulations, municipal building code restrictions, any liens,
lappages or encroachments of record or upon the property and ad valorem taxes for the
current year.
3.
Parcel R07600-006-013-000
TRACT 3 (Deed Book 1001, Page 780)
All that certain tract or parcel of land lying and being situate in Federal Point Township,
New Hanover County, North Carolina, and being more particularly described as follows:
Being all of the property described in that certain deed dated April 18, 1974 from Rosa
Bell Futch, widow, to Arnold L. Sobol and wife, Florence S. Sobol, recorded in Book
1001, Page 780, in the office of the Register of Deeds of New Hanover County, the legal
description of the property therein conveyed being incorporated herein by reference for a
more perfect description of the property herein conveyed.
That deed describes the property therein conveyed as follows:
BEGINNING at an iron pipe in the eastern line of Lot No. 5 of the
J.H. McDonald land, a map of which is recorded in Book 285 at
Page 304V2 of the New Hanover County Registry; said pipe bearing south
13 degrees west 250 feet from the Northeast corner of Lot No. 5 (as
described in a deed in Book 224 at Page 457 in the New Hanover County
Registry) said pipe being in the western line of a 40-foot avenue; from the
above -described beginning point runs with the eastern line of said Lot
no. 5 south 13 degrees west 100 feet to a pipe; thence north 77 degrees
west 200 feet to a pipe; thence north 13 degrees east 100 feet to a pipe;
thence south 77 degrees east 200 feet to the point of beginning, as
surveyed August 11, 1960; the above described parcel of land being a part
of Lot No. 5 as referred to above.
This conveyance of Tract 3 is made subject to easements of record or on the ground,
restrictive covenants of record, the provisions of all applicable zoning and land use
ordinances, statutes and regulations, municipal building code restrictions, any liens,
4

lappages or encroachments of record or upon the property and ad valorem taxes for the
current year.
4.
Parcel R07600-006-012-000
TRACT 4 (Deed Book 849, Page 587)
All that certain tract or parcel of land lying and being situate in Federal Point Township,
New Hanover County, North Carolina, and being more particularly described as follows:
Being all of the property described in that certain deed dated January 25, 1969 from Irene
McDonald Sampson and husband, Willie Sampson to Arnold L. Sobol and wife, Florence
S. SoboI, recorded in Book 849, Page 587, in the office of the Register of Deeds of New
Hanover County, the legal description of the property therein conveyed being
incorporated herein by reference for a more perfect description of the property herein
conveyed.
That deed describes the property therein conveyed as follows:
BRING all of Tract 6 of the J.H. McDonald Division, as the same is
shown on a map of said division recorded in Book 285 at Page 3041/2, of
the New Hanover County Registry.
It being the intention of this Deed to convey all of the interest owned by
patties of the first part as heirs of Levy and Clarence McDonald, including
any rights -of -way or interest therein as well as any fee simple interest.
This conveyance of Tract 4 is made subject to easements of record or on the ground,
restrictive covenants of record, the provisions of all applicable zoning and land use
ordinances, statutes and regulations, municipal building code restrictions, any liens,
lappages or encroachments of record or upon the property and ad valorem taxes for the
current year.
5

5.
Parcel R07600-006-012-000
TRACT 5 (Deeds recorded in Book 924, Page 587 and Book 924, Page 590)
All that certain tract or parcel of land lying and being situate in Federal Point Township,
New Hanover County, North Carolina, and being more particularly described as follows:
Being all of the property described in those certain deeds dated November 4, 1971 from
Ben Bordeaux, husband of Hazel McDonald Bordeaux, Ida Belle McDonald, and Wanda
McDonald, wife of Adolph McDonald, to Arnold L. Sobol and wife, FIorence S. Sobol,
recorded in Book 924, Page 587; and deed dated July 21, 1971 from Harlee McDonald
and wife, Lucille McDonald, Adolph McDonald, James McDonald and wife, Elizabeth
McDonald, Elijah Leonard and wife, Lillie Leonard, Walter Brown and wife, Rosa
Brown, Laura McDonald, widow, Henry McDonald and wife, 011ie McDonald and
Carrie M. Canty to Arnold L. Sobol and wife, Florence S. Sobol, recorded in Book 924,
Page 590, in the office of the Register of Deeds of New Hanover County, the legal
description of the property conveyed in said deeds being incorporated herein by reference
for a more perfect description of the property herein conveyed.
The above referenced deeds describe the property therein conveyed as follows:
BEGINNING at the northwest corner of a tract of land conveyed to
Harlee B. McDonald by deed recorded in Book 763, at Page 50 of the
New Hanover County Registry, said beginning point also being in the
northern line of Tract 6 of the J.H. McDonald Division as the same is
shown on a map of said division recorded in Book 285, at Page 304-1/2 of
the New Hanover County Registry; and running thence from said
Beginning point South 23 deg. 50 min. West 705.13 feet to an iron pipe;
thence South 80 deg. 56 min. West 1605.0 feet to an iron pipe in the run of
Molts Creek; thence Northeastwardly along the run of Motts Creek to an
iron rod, the northwest corner of Tract 6 of the J.H. McDonald Division
according to the map above referred to; thence North 82 deg. 01 nun. East
along the northern line of said Tract 6 above referred to 1218.70 feet to the
point of Beginning; containing 19.7 acres.
N.

This conveyance of Tract 5 is made subject to easements of record or on the ground,
restrictive covenants of record, the provisions of all applicable zoning and land use
ordinances, statutes and regulations, municipal building code restrictions, any liens,
lappages or encroachments of record or upon the property and ad valorem taxes for the
current year.
6.
Parcel R076004006-012-001
M—ACT 6 (Deed Book 842, Page 697)
All that certain tract or parcel of land lying and being situate in Federal Point Township,
New Hanover County, North Carolina, and being more particularly described as follows:
Being all of the property described in that certain deed dated August 19, 1968 from
Eleanor A. Reaves, single, to Arnold L. Sobol and wife, Florence S. Sobol, recorded in
Book 842, Page 697, in the office of the Register of Deeds of New Hanover County, the
legal description of the property therein conveyed being incorporated herein by reference
for a more perfect description of the property herein conveyed.
That deed describes the property therein conveyed as follows:
BEGINNING at an iron pipe in the western right of way line of U.S.
Highway #421 (80.0 feet from its centerline), said pipe being located
North 63° 39' West 50.07 feet from a railroad spike in the centerline of the
southbound lane of said highway, said spike being located North 29° 29'
East 1,151.35 feet from the intersection of the centerline of said
southbound lane with the centerline of a concrete culvert under said lane,
said concrete culvert being located northwardly 0.25 miles from the
intersection of said lane with the centerline of State Road #1187, said iron
Pipe also being in the southern line of a 30 acre tract conveyed by W.H.
McMillan to Thomas Whitfield by deed duly recorded on the 11th day of
November, 1902, at Page 4, in Book 35, of the New Hanover County
Registry; running thence from said beginning point and with the southern
line of said ,"i horinas Whiineld tract, North 6311 39' West 275.8 feet, more
or less, to a stone marking the southwestern corner of the formerly Thos.
Whitfield tract of land, now being the southwestern corner of Maggie W.
h

Nixon tract of land, said stone also being in the formerly J.H. McDonald
line; running thence with the formerly J.H. McDonald line, South 13° 19
West 980.25 feet to an iron pipe in the western right of way line of the
aforementioned U.S. Highway #421; running thence with said western
right of way line, North 29' 29' East 955.9 feet to the point of beginning,
containing 3.03 acres, more or less, and being that portion south of the
aforementioned Thomas Whitfield lying west of U.S. Highway #421 and
east of the aforesaid J.H. McDonald tract of land.
This conveyance of Tract 6 is made subject to easements of record or on the ground,
restrictive covenants of record, the provisions of all applicable zoning and land use
ordinances, statutes and regulations, municipal building code restrictions, any liens,
lappages or encroachments of record or upon the property and ad valorem taxes for the
current year.
7.
Parcel R07600-006-012-000
TRACT 7 (Deed Book 1146, Page 1447)
All that certain tract or parcel of land lying and being situate in Federal Point Township,
New Hanover County, North Carolina, and being more particularly described as follows:
Being all of the property described in that certain deed dated March 12, 1979 from
Equestrian Estates, Ltd. to Arnold L. Sobol and wife, Florence S. Sobol, recorded in
Book 1146, Page 1447, in the office of the Register of Deeds of New Hanover County,
the legal description of the property therein conveyed being incorporated herein by
reference for a more perfect description of the property herein conveyed.
That deed describes the property therein conveyed as follows:
BEGINNING at a railroad spike in the center line of the River Road
(S.R. 1100) at the intersection of the dividing Iine between Tracts 3&4 of
the Division of the J.H. McDonald Tract as shown on a map recorded in
Bk. 285, Pg. 304, 1/2 of the New Hanover County Registry said railroad
spike in the center line of said River Road being located 890.7 feet
southwardly from the center line of a concrete bridge through which flows
0

the waters of Mott's Creek, said bridge being located about 5.3 miles
southwardly from Shipyard Blvd. as measured along the River Road,
RUNNING THENCE, from said beginning point and with the dividing
line between Tracts 3&4 of said McDonald Division, south 78 degrees, 30
minutes west, 1360.71 feet to an iron pipe in Mott's Creek, RUNNING
THENCE with the eastern line of the now or formerly Saunders Tract,
South 31 degrees, 20 minutes East 722.1 feet to an old iron pipe, the
southwestern corner of Tract 3 of the aforesaid McDonald Division,
running thence with the dividing line between said Tracts 3&2, North 76
degrees, 21 minutes east; 2405.46 feet to an iron pipe in the dividing line
between Tracts 2&3 of the aforesaid McDonald Division; RUNNING
THENCE, North 13 degrees, 43 minutes, 30 seconds West, 589.01 feet to
an iron pipe in the dividing line between Tracts 3&4 of the aforesaid
McDonald Division; RUNNING THENCE, South 78 degrees, 30 Minutes
West, 1265.02 feet to a railroad spike in center line of River Road, the
point and place of beginning; said tract containing 35.141 acres exclusive
of the right-of-way of said River Road; said tract of land being of portion
of tract of land heretofore conveyed to the grantor herein by RICHARD A.
SHEW AND wife, IDALORA W. SHEW, by deed recorded in Bk. 1049
at Pg. 380 in the office of Register of Deeds of New Hanover County,
North Carolina.
TOGETHER with a perpetual right -of --way and easement for ingress,
egress and regress, over a stripe of land sixty (60) feet wide from the
western end of Grand Champion Road, to the eastern end of the tract of
land hereinafore described, said stripe of land to be at the location
designated and selected by the Grantor herein whether said Grand
Champion Road is extended by the Grantor, or the Grantee herein, or their
assigns, Grand Champion Road is presently shown on plat recorded in
map, Book 18 at Page 66 in the office of the Register of Deeds of New
Hanover County, North Carolina.
This conveyance of Tract 7 is made subject to easements of record or on the ground,
restrictive covenants of record, the provisions of all applicable zoning and land use
ordinances, statutes and regulations, municipal building code restrictions, any liens,
9

lappages or encroachments of record or upon the property and ad valorem taxes for the
current year.
8.
Parcel R07500-004-003-000 and R07600-006-010-000
TRACT 8 (Deed Book 1613, Page 1354)
All that certain tract or parcel of land lying and being situate in Federal Point Township,
New Hanover County, North Carolina, and being more particularly described as follows:
Being all of the property described in that certain deed dated July 21, 1992 from Harvey
H. Shiflet and wife, Mary Virginia Shiflet to Arnold L. Sobol and wife, Florence S.
Sobol, recorded in Book 1613, Page 1354, in the office of the Register of Deeds of New
Hanover County, the legal description of the property therein conveyed being
incorporated herein by reference for a more perfect description of the property herein
conveyed.
That deed describes the property therein conveyed as follows:
Tract I
BEGINNING at an old iron pipe in the dividing line between Lots 1 and 2
of the Division of the J.H. McDonald Land as shown on a map prepared
by E. J. Anders, C.E. and duly recorded in Book 285 at Page 304-1/2, said
pipe being South 81 deg. 54 min. West 394.45 feet from the point of
intersection of said dividing line with the western right of way line of U.
S. Highway 421 (160-foot right of way); running thence from said point of
beginning and with and along said dividing line South 81 deg. 54 min.
West a distance of 2314.3 feet to a concrete monument; thence continuing
with said dividing line South 69 deg. 28 min. 30 sec. West 954.87 feet to
an old pipe where said dividing line intersects the northern line of
S. R.1187 (100-foot right of way); running thence with and along the
northern right of way line of S. R.1187, South 84 deg. 06 min. West
716.07 feet to a right of way monument; thence continuing with and along
said northern right of way line South 79 deg. 31 min. West a chord
distance of 626.13 feet; thence continuing with said right of way line
10

South 74 deg. 25 min. West, a chord distance of 78.71 feet to another pipe
at the intersection of the Northern right of way line of S. R.1187 (100-foot
right of way) and the Southeastern right of way line of River Road
(S. R. 1100) (100-foot right of way); running thence with and along the
southeastern right of way line of S. R. 1100, North 41 deg. 47 min. East, a
chord distance of 98.38 feet; thence continuing with and along said right
of way line North 28 deg. 29 min. East a chord distance of 640.03 feet to a
concrete monument marking the intersection of the dividing line between
Tracts 2 and 3 of the J.H. McDonald Division, with the eastern right of
way line of River Road (S. R. 1100); thence with and along the dividing
line between Tracts 2 and 3 of the J.H. McDonald Division North 76 deg.
24 min. East 2259.37 feet to an old pipe; thence continuing with said
dividing line North 84 deg. 55 min. 30 sec. East 2211.1 feet to an old pipe
in said line; thence leaving said line and running with the western property
line of E.E. Dees, South 08 deg. 14 min. East 151.30 feet to an old pipe;
thence continuing with Dees' western line South 30 deg. 32 min. West
291.49 feet to a new pipe; thence continuing with said line South 30 deg.
32 nun. West 76.81 feet to an old pipe in said line; thence continuing with
said line South 30 deg. 32 min. West 30.30 feet to an old pipe in the
dividing line between Tracts 1 and 2 of the J.H. Mcdonald Division, the
point of BEGINNING, said tract containing 58.56 acres and being shown
on a survey for Wilmington Racquet Club Associates by George Losak, R.
L. S., dated September 2, 1977 and being the same property conveyed to
Lloyds of Norfolk, Ltd., by E.E. Dees, widow, et al, by deed recorded in
Book 1000 at Page 48 of the New Hanover County Registry.
TOGETHER WITH AN EASEMENT 60-feet in width, running from the
above described tract to the western line of U.S. Highway 421 (160-foot
right of way), said easement being described as follows: BEGINNING at
an old iron pipe in the western property line of E.E. Dees, said pipe being
located the following courses and distances from the intersection of the
western right of way line of U.S. Highway 421 (160-foot right of way),
and the dividing line between Tracts 1 and 2 of the J.H. Mcdonald
Division as shown on map recorded in Book 285 at Page 304-1/2 of the
New Hanover County Registry, South 81 deg. 54 min. West 394.45 feet to
an old iron pipe; thence with and along the western property line of
11

E.E. Dees, North 30 deg. 32 min. East 30.30 feet to another old pipe in
said western line, the point of BEGINNING, running thence from said
beginning point with and along the western property line of E.E. Dees,
North 30 deg. 32 min. East 76.81 feet to a new pipe in said line, running
thence north 81 deg. 54 min. East 394.45 feet to a point in the western
right of way line of U.S. Highway 421; running thence South 30 deg. 32
min. West with and along the western right of way line of U.S. Highway
421, 76.81 feet; running thence South 81 deg. 54 min. West 394.45 feet to
an iron pipe in the western property line of E.E. Dees, the point of
BEGINNING.
This property is conveyed subject to Easements in favor of Carolina
Power & Light Company recorded in Book 1039 at Page 450 and
Book 672 at Page s507 and 510, all of the New Hanover County Registry.
This property is conveyed subject to an easement in favor of Tidewater
Power Company recorded in Book 239 at Page 136 of the New Hanover
County Registry.
This property is conveyed subject to a sight easement in favor of the N.C.
Department of Transportation located at the intersection of Sanders Road
and River Road.
Tract II
Parcel R07600-006-008-001
BEGINNING AT AN OLD IRON PIPE in the western right-of-way line
of Carolina Beach Road (U.S. Highway #421) 80.0 feet from the
centerline thereof, and in the dividing line between Tracts 1 and 2 of the
Division of the J.H. McDonald land as recorded in Book 285 at
Page 3041/2 of the New Hanover County Registry; RUNNING THENCE
FROM SAID BEGINNING POINT along the dividing line between said
Tracts 1 and 2, South 81 degrees 51' West 394.45 feet to an iron pipe, the
southeastern corner of the tract conveyed in Deed recorded in Book 1000,
Page 48 of the NHC Registry; THENCE along the eastern line of said
tract, North 130 degrees 28' East 30.3 feet to an iron pipe; THENCE
12

parallel with the dividing line between said Tracts 1 and 2, North
81 degrees 51' East 394.45 feet to an iron pipe in the western right-of-way
line of aforementioned Carolina Beach Road (80.0 feet from the centerline
thereof); THENCE along the western right-of-way line of said Carolina
Beach Road, South 30 degrees 28' West 30.3 feet, to the POINT OF
BEGINNING. This property comprises approximately 0.2 acres, and is
the same property over which an easement was conveyed to Lloyd's of
Norfolk, Ltd. by Deed of Easement recorded in Book 1000, Page 50, New
Hanover County Registry.
This being the same property conveyed to Harvey H. Shiflet and wife,
Mary Virginia Shiflet from Elizabeth E. Dees (1Jnmarried) by Deed dated
June 26, 1990 and recorded June 29, 1990 in Book 1502 at Page 0329 of
the New Hanover County Registry.
This conveyance of Tract 8 is made subject to easements of record or on the ground,
restrictive covenants of record, the provisions of all applicable zoning and land use
ordinances, statutes and regulations, municipal building code restrictions, any liens,
lappages or encroachments of record or upon the property and ad valorem taxes for the
current year.
9.
Parcel R07500-001 -001 -000
TRACT 9 (Deed Book 1619, Page 1202)
All that certain tract or parcel of land lying and being situate in Federal Point Township,
New Hanover County, North Carolina, and being more particularly described as follows:
Being all of the property described in that certain deed dated August 31, 1992 from
Elizabeth Elaine Dees, widow, Martha Byers Cathey, widow, to Arnold L. Sobol and
wife, Florence S. Sobol, recorded in Book 1619, Page 1202, in the office of the Register
of Deeds of New Hanover County, the legal description of the property therein conveyed
being incorporated herein by reference for a more perfect description of the property
herein conveyed.
13

That deed describes the property therein conveyed as follows:
BEGINNING at a point in the northwestern right-of-way line of the River
Road (S.R. #1100) where the same is intersected by the northern line of
Tract 2 of the J.H. McDonald Division, which Division is shown on a map
recorded in Book 285 at Page 304-1/2 of the New Hanover County
Registry; and running thence from said beginning point along the northern
line of said dividing line, South 76 degrees 20 minutes West, 843.4 feet to
the northwestern corner of said Tract 2; thence South 31 degrees
18 minutes East, along the western line of said Tract 2 of the
J.H. McDonald Division, 569.3 feet to an iron pipe in said northwestern
right-of-way line of the River Road; thence along and with the
northwestern right-of-way line of the River Road as it curves to the North
to the point of Beginning, containing 7 acres, more or less, and being all of
said Tract 2 of the John H. McDonald land lying West of said River Road.
This conveyance of Tract 9 is made subject to easements of record or on the ground,
restrictive covenants of record, the provisions of all applicable zoning and land use
ordinances, statutes and regulations, municipal building code restrictions, any liens,
lappages or encroachments of record or upon the property and ad valorem taxes for the
current year.
10.
Parcel R07500-004-004-000
TRACT 10 (Deeds recorded in Book 1709, Page 280 and Book 1709, Page 283)
All that certain tract or parcel of land lying and being situate in Federal Point Township,
New Hanover County, North Carolina, and being more particularly described as follows:
Being all of the property described in those certain deeds dated July 6, 1993 from Joan E.
Ryals, divorced, Individually and as Trustee Under Trust dated September 5, 1992 to
Arnold L. Sobol and wife, Florence S. Sobol, recorded in Book 1709, Page 280; deed
dated July 6, 1993 from Granville A. Ryals and wife, Deloris C. Ryals to Arnold L. Sobol
and wife, Florence S. Sobol, recorded in Book 1709, Page 283, in the office of the
Register of Deeds of New Hanover County, the legal description of the property therein
14

conveyed being incorporated herein by reference for a more perfect description of the
property herein conveyed.
Each of the above referenced deeds conveys a one-half (%) undivided interest in the
property therein described as follows:
BEGINNING at a point in the Southern line of the Arnold Sobol tract# 4,
of the J.H. McDonald Land as shown on map recorded in Book 285 at
Page 304% of the New Hanover County Registry. Said point being
located South 88 degrees 15 minutes West 382.17 feet and South
78 degrees 30 minutes West 984.09 feet from the Northwest corner of
lot 27, section 1, Equestrian Estates, man of same being recorded in map
Book 18 at Page 66 of the New Hanover County Registry. Running
thence from said beginning point with a new line South 13 degrees
47 minutes 00 seconds East 580.4 feet to a point in the Northern line of the
Hartman -Perkins tract. Running thence with the Hartman -Perkins
Northern line, South 76 degrees 21 minutes West 245.72 feet to a point,
the same being the Southeast corner of the Arnold Sobol tract. Running
thence with the Eastern line of the Amold Sobol tract, North 13 degrees
47 minutes 00 seconds West 589.63 feet to a point in the Southern line of
the first mentioned Arnold Sobol tract. Thence with the Arnold Sobol
Southem line North 78 degrees 30 minutes East 245.91 feet to the point of
beginning. Containing 3.3 acres more or less.
This conveyance of Tract 10 is made subject to easements of record or on the ground,
restrictive covenants of record, the provisions of all applicable zoning and land use
ordinances, statutes and regulations, municipal building code restrictions, any liens,
lappages or encroachments of record or upon the property and ad valorem taxes for the
current year.
11.
Parcel R07600-006-010-000
TZACT I I (Deed Book 2138, Page 158)
All that certain tract or parcel of land lying and being situate in Federal Point Township,
New Hanover County, North Carolina, and being more particularly described as follows:
15

Being all of the property described in that certain deed dated January 30, 1997 from
Carlotta Sanders, widow, to Arnold L. Sobol and wife, Florence S. Sobol, recorded in
Book 2138, Page 158, in the office of the Register of Deeds of New Hanover County,
the legal description of the property therein conveyed being incorporated herein by
reference for a more perfect description of the property herein conveyed.
That deed describes the property therein conveyed as follows:
To arrive at the point of beginning commence at a point at the intersection
of the westerly right-of-way line of Carolina Beach Road (160 foot
right-of-way), also known as U.S. Highway 421 and the northerly right-of-
way line of Sanders Road (100 foot right-of-way) also known as S.R.
No. 1187. Go thence South 57 degrees 17 minutes 00 seconds West 90.60
feet along the northerly right-of-way line of said Sanders Road to a point,
go thence South 84 degrees 04 minutes 00 seconds West 1052.60 feet
along the northerly right-of-way of said Sanders Road to a point, go
thence South 84 degrees 04 minutes 00 seconds West 162.60 feet along
the northerly line of said Sanders Road to a point, go thence South
8 degrees 59 minutes 00 seconds West 1652.06 feet along said northerly
right-of-way line to a point, go thence North 6 degrees 01 minute
00 seconds West 118.46 feet to a point in the dividing line between
Tract 1 and Tract 2 of the J.H. McDonald Division, the TRUE POINT OF
BEGINNING. Running thence from said beginning point:
1. South 06 degrees 01 minute 00 seconds East 118.46 feet to a point in the
northerly right-of-way line of said Sanders Road; thence
2. South 83 degrees 59 minutes 00 seconds West 463.04 feet with the
northerly right-of-way line of said Sanders Road to a point in the dividing
line between Tract 1 and Tract 2 of the J.H. McDonald Division; thence
3. North 69 degrees 38 minutes 00 seconds East 477.95 feet with said
dividing line to the point of beginning
16

The above described Tract contains 0.63 acres. The same being a portion
of that Tract deeded to Nelson Sanders and wife, Carlotta Sanders by deed
recorded in Book 935 at Page 490 of the New Hanover County Registry.
This conveyance of Tract 11 is made subject to easements of record or on the ground,
restrictive covenants of record, the provisions of all applicable zoning and land use
ordinances, statutes and regulations, municipal building code restrictions, any liens,
lappages or encroachments of record or upon the property and ad valorem taxes for the
current year.
12.
Parcel R07600-006-012-000
TRACT 12
All that certain tract or parcel of land lying and being situate in Federal Point Township,
New Hanover County, North Carolina, and being more particularly described as follows:
All right, title and interest of Arnold L. Sobol and wife, Florence S. Sobol in the parcel of
land upon which a 40 foot unnamed road previously was located, which road was closed
by Order of the New Hanover County Commissioners, said Order being dated
September 4, 1990 and recorded in Book 1548, Page 5 in the office of the Register of
Deeds of New Hanover County. The aforesaid order is incorporated herein by reference
for a more perfect description of the property hereinabove described and conveyed.
This conveyance of Tract 12 is made subject to easements of record or on the ground,
restrictive covenants of record, the provisions of all applicable zoning and land use
ordinances, statutes and regulations, municipal building code restrictions, any Iiens,
lappages or encroachments of record or upon the property and ad valorem taxes for the
current year.
020449-MI-001
wTLA�.4I'�i` M7911
17

REBECCA T. CHRISTIAN
REGISTER OF DEEDS, NEW HANOVER
JUDICIAL BUILDING
316 PRINCESS STREET
WILMINGTON, NC 28401
Filed For Reglstration: 10/30/2002 09:46:10 AM
Book: RE 3497 Page: 245-270
Document No.: 2002064722
DEED 26 PGS $86.00
Recorder: JACQUELINE NELSON
AA*!!!!AA!#A*AAAAAAARA!!!*AlAAAA*AAAAAkAIAAAlAAlA#AAA#A#AAAAAA#!!#AAAAA*AAAAA*A#*!*#AAAIAAAAAAA#RAAIA#AAA!##RAAAAAAAINAA
State of North Carolina, County of New Hanover
The foregoing certificate of CHRISTINE W SANDERS, MARY C COFFMAN , BARBARA M ZIMMERMAN , LESA
A KETTLER Nlqries are *rtlfled to be correct. This 30TH of October 2002
RE E A T. C ISTIJ R ISTER OF DEEDS
By:
De s nt R ter of Deeds
rr#*ARrRRrrArAArer!##**RRr*rrr*lrlrrr#A*RrAA!**rRlr*rr#A*Rr*!r#rA*/ffR*RAC
*2002054722*
2002OU7L2

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SOSID: 0637949
Date Filed: 3/16/2017 11:59:00 PM
Elaine F. Marshall
LIMITED LIABILITY COMPANY ANNUAL REPO North Carolina Secretary of State
s I CA2017 075 05149
NAME OF LIMITED LIABILITY COMPANY: Aftew Properties, LLC
SECRETARY OF STATE ID NUMBER: 0637949
REPORT FOR THE YEAR: 2017
SECTION A: REGISTERED AGENT'S INFORMATION
STATE OF FORMATION: NC
1. NAME OF REGISTERED AGENT: ARNOLD SOBOL
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
2020 South Churchill Drive
Filing Office Use Only
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
2020 South Churchill Drive
Wilmington, NC 28403 New Hanover Wilmington, NC 28403 New Hahover
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate.
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL:
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS O :O
2020 South Churchill Drive 2020 South Churchill Drive
Wilmington, NC 28403 New Hanover Wilmington, NC 28403 New Hanover
SECTION C: COMPANY OFFICIALS (Enter additional Company Officials in Section E.)
NAME: Arnold L Sobol
NAME: Florence S SObol NAME:
TITLE: Manager TITLE: Manager TITLE:
ADDRESS:
ADDRESS:
2020 South Churchill Drive 2020 South Churchill Drive
Wilmington, NC 28403 New Hanover Wilmington, NC 28403 New Hanover
ADDRESS:
SECTION D: IFICATION OF ANNUAL REPORT, Section D must be completed in its entirety by a person/business entity.
I�
SIGPZATLkE DATE
Form must be signed by a Company Official listed Linder Section C of this form.
Aw_CD MomcA kUa�4�
Print or Type Name of Company Official Print or Type The Tile oft& Company OlBcial
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $200
MAIL TO: Secretary of State, Corporations Division, Post Office Box 29525, Raleigh, NC 27626-0525 ❑
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