SW8160512_COMPLIANCE_20160831

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO SW_�/0��4�
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
OMPLIANCE EVALUATION INSPECTION
DOC DATE ,ma�'
YYYYMMDD

Permit No. 45'a 1(cO5 ( 4
(to be provided byDWQ)
a
STORMWATER MANAGEMENT PERMIT APPLICATION FORM n
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form most be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project Name Figure Eight - Bridge Road Re -Alignment and Tennis Courts
Contact Person Branch Smith, PE
Phone Number [phone]
Date 8130120116
Drainage Area Number 1
Ih -DESIGN INFORMATION. .
Site Characteristics
Drainage area
22,215.00
ftz
Impervious area
9,104.00
ftZ
Percent impervious
40.98
%
Design rainfall depth
1.50
in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
3,70
in
1-yr, 24-hr intensity
inftlr
Pre -development 1-yr, 24-hr discharge
0.10
ft3lsec Ny�DIi�Q C�'G�JS,
Post-deveioprnent 1-yr, 24-hr discharge
0.60
ft3lsec l W
Pre/Post 1-yr, 24-hr peak Flow control
0.50
ft3lsec
Storage Volume: Non -SA Waters
Minimum design volume required
Design volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-y( 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum required volume
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
ft3
ft3
1168.00
ft3
958.00
ft3
1,829,00
ft3
1168.00
ft3
1,951.00
ft3
Newhan
6,00
inlhr
1,75
fmsl
iAYbMrG *0 G.sG9.
OIL
cc� to.Y& vrlrt,
Yz W&Ar
Drawdown time
0.10
days
OK
Basin side slopes
3.00
:1
OK
Basin bottom elevation
4.00
fmsl
OK
Storage elevation
5.05
fmsl
Storage Surface Area
2,128,00
f?
421,
Top elevation
7.00
fmsl
Basin Bottom Dimensions
Basin length
45.00
ft
Basin width
32.00
it
Bottom Surface Area
1,363.00
ft2
ECE;I V EAUG
By:
Form SW4D1-Infiltration Basin-Rev.5 11Apr2011 Parts I. & ll. Design Summary, Page 1 of 2

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Additional Information
Maximum runoff to each inlet 10 the basin?
Length of vegetative filter for overflow
Distance to structure
Distance from surface waters
Distance from water supply well(s)
Separation from impervious soil layer
Naturatly occuring soil above shwa
Bottom covered with 4-in of clean sand?
Proposed drainage easement provided?
Capures all runoff at ultimate build -out?
Bypass provided for larger storms?
Pretreatment device provided
Permit No. . 51 Z^
(to be provided by DWO)
0.00
ac-in
OK
NIA
ft
OK
NIA
ft
OK
51,00
ft
OK
134.00
ft
OK
NIA
ft
OK
2,00
11
OK
Y
(Y or N)
OK
N
(Y or N)
Need a recorded drainage easement
Y
(Y or N)
OK
Y
(Y or N)
OK
Y
VEGETATED SWALES
ECEIVE.
AUG 3 1 M 3
BY:
Form SW401-Infiltration Basin-Rov.5 11Apr2011 Parts I. & It. Design Summary, Page 2 of 2

'4
4•-i
Permit No. ��� (%,oStZ
(to be provided by DWQ)
w A Tg9
gc
&�%� (ryUJa STORMWATER MANAGEMENT PERMIT APPLICATION FORM a� Y
NCDENR 401 CERTIFICATION APPLICATION FORM �..�
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project Name Figure Eight - Bridge Road Re -Alignment and Tennis Courts
Contact Person Branch Smith, PE
Phone Number [phone]
Date 8130/2016
Drainage Area Number 2
111. DESIGN INFORMATION .
Site Characteristics
Drainage area
68,376.00
ft2
Impervious area
38,873.00
ft2
Percent impervious
56.85
%
Design rainfall depth
1.50
in
Peak Plow Calculations
1-yr, 24-hr rainfall depth
3.70
in
1-yr, 24-hr intensity
inlhr
Pre -development 1-yr, 24-hr discharge
0.10
ft3lsec uYdOeArd e-&*Ad.
Post -development 1-yr, 24-hr discharge
2.88
h Isec ti
PrelPost 1-yr, 24-hr peak flow control
2.78
ft3lsec
Storage Volume: Non -SA Waters
Minimum design volume required
Design volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff volume
Past -development 1-yr, 24-hr runoff volume
Minimum required volume
Votume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
ft3
ft3
4789.00 ft3
958.00
ft,
�CQ L11l.C�i,
8.320.00
ft3
M
7362.00
ft3
8,089.00
OK D ipyK Vol,.
Newhan
6.00
inlhr
IAA
2.75
fmsl
Drawdown time
0.12
days
OK
Basin side slopes
3.00
A
OK
Basin bottom elevation
4.75
fmsl
OK
Storage elevation
6.06
fmsl
v1'
Storage Surface Area
6.911.00
ft2
Top elevation
7.00
fmsl
Basin Bottom Dimensions
Basin length
112.00
ft
Basin width
38,00
ft
Bottom Surface Area
4,247.00
ft2
toYI.. VOL.
lip "LVOL�
ECEIVE
AUG I 1 2913
BY:
Form SW401-Infiltration Basin-Rev.S 11Apr2011
Parts I. & II. Design Summary, Page 1 of 2

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0

Permit No. tL )6 6 (
(to be provided by DW6)
Additional Information
Maximum runoff to each inlet to the basin?
Length of vegetative filter for overflow
Distance to structure
Distance from surface waters
Distance from water supply well(s)
Separation from impervious soil layer
Naturally occuring soil above shwt
Bottom covered with 4-in of clean sand?
Proposed drainage easement provided?
Capures all runoff at ultimate build -out?
Bypass provided for larger storms?
Pretreatment device provided
0,00
N/A
NIA
51Z
572.00
NIA
2.00
Y
NIA
Y
Y
Y
ac-in
It
ft
ft
ft
ft
ft
OK
OK
OK
OK
OK
OK
OK
(Y or N) OK
(Y or N) OK
(Y or N) OK
(Y or N) OK
VEGETATED SWALES
RICEI V E�
AUG 3 1 2013
BY:
Form SW401-Infiltration Basin-Rev.5 11Apr2011 Pans I. & II. Design Summary, Page 2 of 2

I Operation & Maintenance Agreement I
Project Name:
Project Location:
Figure Eight Island - Bridge Rd Re -alignment & tennis courts
Bridge Road, Figure Eight Island �1--6.1
I Cover Page j
Maintenance records shall be kept on the following BMP(s). This maintenance record shall be kept in a log in a known set location.
Any deficient BMP elements noted in the inspection will be corrected, repaired, or replaced immediately. These deficiencies can
affect the integrity of structures, safety of the public, and the pollutant removal efficiency of the BMP(s).
The BMP(s) on this project include (check all that apply & corresponding 0&M tables will be added automaticall
Bioretention Cell
Quantity:
Location(s):
Dry Detention Basin
Quantity:
Location(s):
Grassed Swale
Quantity:
Location(s):
Green Roof
Quantity:
Location(s):
Infiltration Basin
Quantity: 2
Location(s):
Infiltration Trench
Quantity:
Location(s):
Level SpreaderNFS
Quantity:
Location(s):
Permeable Pavement
Quantity:
Location(s):
Proprietary System
Quantity:
Location(s):
Rainwater Harvesting
Quantity:
Location(s):
Sand Filter
Quantity:
Location(s):
Stormwater Wetland
Quantity:
Location(s):
Wet Detention Basin
Quantity: 0
Location(s):
Disconnected Impervious Area
Present: No
Location(s):
User Defined BMP
Present: No
Location(s):
CLICK TO UPDATE O&M MANUAL OECEIVE
I acknowledge and agree by my signature below
that I am responsible for
the performance of the mai t naridAtrocedA161isp-or
each BMP above, and attached O&M tables.
I agree to notify NCDENR
of any problems with the syst,or prior to any chanto
the system or responsible party.
Signature:
* Responsible Party:
Title & Organization:
Street address:
City, state, zip:
Phone number(s):
Email:
Christopher C. Loutit
President, Figure Eight Island Yacht Club, Inc
15 Bridge Road
Wilmington, NC 28411
[phone]
[e-mail]
J j, Date: Ca 15
//�
, a Notary Public for the Stateof. N C.
i
County of f p_� do hearby certify that _Kr, 4orher C� • Lou-`ir1
personally appeared before me this j5 r day ofio C{AA_.r !R_ 2and
acknowledge the due execution of the Op rations and Mainefnance Agreement .
Witness my hand and official seal,
My Commission Expires
January 12, 2018
spc�
NpTAgti, ;
02
r ' A�%BL1G r ti
ST08Mz My commission expires 2/10/2016
Version 1 A O&M Nitnued Page 1 of 2

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FIGURE EIGHT ISLAND
BRIDGE ROAD RE -ALIGNMENT Sc TENNIS COURTS
NEW HANOVER COUNTY
STORMWATER NARRATIVE
Prepared for:
Figure Eight Island Yacht Club, Inc.
15 Bridge Road
Wilmington, NC 28411
Prepared by:
PARAMOUNTE
E N G 1 N E E FZ 1 N G. I N C.
122 Cinema Drive
Wilmington, NC 28403
NC License #: C-2846
Project #15191.PE
May 2016
Revised August 2016
FrFlvg
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BY:
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CA R
° SEAL 9+'
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RA RCN ca�
8-30 -l6

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FIGURE EIGHT ISLAND
BRIDGE ROAD RE -ALIGNMENT & TENNIS COURTS
NEW HANOVER COUNTY
Project #15191.PE
Table of Contents
PROJECT NAMMVE
PROPOSED STORMWATER CONTROL MEASURES
ATTACHMENTS:
Property Deed
Soils Map
USGS Map
r
Stormwater Calculations
LNv1G Soils Testing Letter 7/31/14
2

PROJECT NARRATIVE
Figure Eight Island Yacht Club, Inc., a private club that owns and maintains the amenities and facilities
associated with the Island's marina, is proposing to realign the existing Bridge Road in order to build new
tennis courts and associated parking at 15 Bridge Road on Figure Eight Island within New Hanover County,
NC (Parcel ID#R04500-005-001-000, Deed Book 1231 Page 75, specifically "Causeway Tract #8") with an
overall land disturbance of 2.68 acres.
The site is located on the left of Bridge road about 1800-ft from the end of the 1CWW bridge (Lar. 34' 16'
22" N Long: 77' 45' 17"). The site is bound to the north by the ICWW channel to the marina, and south by
the IC\VAV marsh and bay. The site has the road and a few trees and topography slopes towards the water on
both sides of the road. Soils consist primarily of Newhan find sand (HSG A) according to the enclosed
NRCS Web Soil Survey. According to the enclosed USGS map, the project drains to the Intracoastal
Waterway (Topsail Sound and Middle Sounds (SA; ORW) and is within the White Oak River Basin. The site
is within a V2 mile of SA waters.
PROPOSED STORMWATER CONTROL MEASURES
Two proposed infiltration basins will be excavated to treat an approved alternative to the required 1.5-inch
rainfall -runoff per State stormwater rules and provide peak discharge control meeting pre -developed flows in
the 2, 10, and 25-yr design storms per the New Hanover County stormwater ordinance. The infiltration
basins were calculated utilizing SCS TR-20 hydrograph routing through the HydroCAD software application.
The State stormwater detention requirements for the infiltration basins are sized to infiltrate the entire 10-yr,
24-hr storm without any overflow using one-half the infiltration rate, therefore eliminating a bypass system
and vegetative filters downstream per Chapter 16.3.9 of the NCDEQ BMW Manual under the alternative
design criteria in NCAC 2H.1008(h). Reference LMG Soil Testing Report dated July 31, 2014 included
herein for infiltration rate and depth to seasonal high water table. The testing report did not include a test
near Infiltration Basin #2 however based on soil type and a short distance between the proposed basins, the
two tests at Basin #1 were used for Basin #2. The higher SHWT was used for both basins and the
infiltration rate was used for both given the high rates from the report.
Pre -Development:
Pre DA = 1.45 ac
Pre CN = 49 (Ref. HydroCAD SCS CN)
Tc = 5 min (Minimum standard Tc)
See Qpeak below in Summary Table.
Infiltration Basin -*I:
Post DA = 0.51 ac
Post CN = 69 (Ref. HydroCAD SCS Composite CN - not disconnected)
Tc = 5 min (Minimum standard Tc)
Q2 = 0 cfs
Q10=0cfs
Q25 = 0.40 cfs
10-yr Storm Elev. = 5.10 <= Overflow Spillway = 6.0
(10-yr Storm Infiltrates 1.5-inch storage using 1/2 Ksat of 6.0 in/hr)
100-yr Storm Elev. = 5.9 < Top of Basin = 7.0 (and Spillway)

Infiltration Basin #2:
Post DA = 1.57 ac
Post CN = 77 (Ref. HydroCAD SCS Composite CN - not disconnected)
Tc = 5 min (Minimum standard Tc)
Q2 = 0 cfs
Q10=0cfs
Q25 = 0.60 cfs
10-yr Storm Elev. = 6.10 <= Overflow Spillway = 6.30
(10-yr Storm Infiltrates 1.5-inch storage using'/z Ksat of 6.0 in/hr)
100-yr Storm Elev. = 6.50 < Top of Basin = 7.0
Pre -Post Summary:
re -De
s - e •
Q1=0.10cfs
<Q1=0.0cfs
Q2=0.30ds
<Q2=0.0ds
Q1O = 2.30 cfs
<Q10 = 0.0 cfs
Q25 = 3.40 cfs
<Q25 = 0.60 cfs
Storm swale conveyance calculations have been performed utilizing the Rational Method check for capacity
and velocity. The IDF frequency storm used was above the published New Hanover County IDF for the
100-yr storm.
4

Prepared By: Jerry C. Woodell of Marshall, Williams, Cori= 6 Brawley
Mail To: Figure Eight Island Club, Inc., 15 Bridge Road, Figure Eight Inland,
Wilmington, North Carolina 28405
STATE OF NORTH CAROLINA
LIMITED WARRANTY DEED
COUNTY OF NEW HANOVER
THIS LIMITED WARRANTY DEED made this gth day of August, 1983, by and between
O
Tt}E WILLIAM LYON COMPANY, a California corporation, Grantor, and FIGURE EIGHT
t') ISLAND CLUB, INC., a North Carolina corporation, Grantee.
CV
n The designation "Grantor' and "Grantee" as used herein shall include said
m
parties, their successors and assigns.
V I T N E S S E T H:
That the Grantor, for the sum of One Dollar ($1.00) and other valuable
consideration paid by the Grantee, the receipt of which is hereby acknowledged,
has and by these presents does grant, bargain, sell and convey unto the Grantee
In fee simple, those certain lots or parcels of land situated in Harnett Township,
New Hanover County, North Carolina, and more particularly described as follows:
c n SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF
VV BY 'PHIS REFERENCE.
TO HAVE AND TO HOLD the aforesaid parcels of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple.
And Grantor does hereby covenant that it has done nothing to impair such
�t title as Grantor received and that it will warrant and defend the title against
the lawful claims of all persons claiming by, through, under or on account of
Grantor, except for the exceptions hereinafter stated.
This conveyance is wade expressly subject to the exceptions set forth in
Schedule 1 attached hereto and incorporated herein by this reference.
IN WITNESS WHEREOF, THE WILLIAM LYON COMPANY, has caused this instrument
to be signed in its corporate name by its duly authorized officers and its seal
to be hereunto affixed by authority of its Board of Directors, the day and year
first above written.
TKE WILLIAM LYON COMFA
�� .
ATTEST _ Preal�ent
y etary RECORDED MID VERIFIED
REBECCA I. TUCKER
REGISTER OF DEED$
i NEW UNDYER CO. NC

B04n PAGE
1231 0737
EXHIBIT A
TRACE 11 h FAii',i¢ANDS TRACT
Beginning at a point in the Eastern riot of way line of the Atlantic
Intracoastal Waterway: said Beginning Point being South 42' 11' 42" East
1.305.72 feet from the U. S. Coast and Geodetic Survey Station "Elowe", said
surrey station having North Carolina Grid 0=dinate N 188,448.47 E. 2,
370,435.92; running theme from Said Beginning Point with said right of way line
North 36' 01' 36" Fast 5,828.52 feet to a point; theme North 33' 23' 36" [past
796.77 feet with Said right of way line to a concrete monument on the South aide
of the causeway leading to Figure Eight Island; thence continuing with said
right of way North 33' 23' 36" East 202.20 feet to a oxicrete mmumnt on the
North aide of said cmumway; thence continuing along said right of may North 33'
23' 36" fast 1;344.11 feet to a point in the division line between the Figure
Eight Island Off, Inc. and Champion F� Davis-, there alas said
division line South 60' 34' 24" East 3,732.66 feet to the mean high rater line;
thence in a Southerly directiam with the neon hich water line to the causeway,
thence in a Westerly mono-rimn and with the mean high water line to the eastern
right of ray of the said Intracoastal Waterway; thence South 33' 23' 36" West
513.20 feet to the mean high water lice on the South side of the said causeway;
thence in an easterly directidn with the mean high water Line and the causeway
to the West side of Figure Eight Island at the mean high water line; thence in a
Southerly direction and with the high water tins of the Western side of Figure
Eight Island approximately 3 1/2 miles to a point where the mean high meter line
intersects the Oliver Hu aff line; thence with the division line between the
Fig re Eight Island many, Inc. and Oliver Nutaff North 60' 39' 43" West
approximately 4,131 fact to a point in the Eastern right of way line of the
Atlantic Intracoastal Waterway; thence with the Eastern right of way line of
said Waterway North 36' 01' 36" East 2,553.90 feet to the point of Beginning,
this being the sae tract of land described as TRACT No. 3 (MARSHLANDS) in that
deed recorded in Book 1046 at Page 350 of the New Hard County Registry.
Including the abeam tT ;m the following property leased to the State of
North Carolina: BMINNING at the Beginning Point described in the above Tract
and running thence frm said Beginning Point with the Eastern right of way line
of the Atlantic Intracoastal Waterway North 36' 01' 36" East 4,096.72 feet to a
point in said right of way; there South 60' 39' 34" East approxinntely 3,000
feet to the edge of Mum's Charnel; theme in a Southerly direction with
Mason's Channel to a point which bears South 42' 11' 42" East approximately
2,300 feet from the Beginning Palm; thence North 42' 11' 42' West
approximately 2,300 feet to the point of beginnmj as shown on a map prepared
by Precise Ontrols. Inc. of Raleigh, North Carolina; the same being that tract
under lease to the State of North Carolina recorded iah Book 848 at Page 507 of
the New Hammer County Registry;
BEGINNING at a point which is the ecutl"aest^rn corner of Lot 84, Block B,
Section 18-(Tat s 72-91, 120-129). Figure Eight Island an the sarme is -4v%m an a
map thereof recorded in [gap Body 18, Page 09, of the New Hanover Ookmty
Registry, State of North Carolina. which said southwestern comer is in the
right of way of a cul-de-sac an the north end of Md= Bead and which said
point is also the southeast corner of a 20 foot utility easement as shown on
said map; running thence along and with the right of way line on the col -de -sac
an the northed of sand Om*nr !load with a curve to the left having a radius of
50 feet an arc distance of 20.24 feet to the southeast corner of lot 127, Block
B, Section 18 as shown on said map; running thence along and with the eastern
line of said Lpt 127,Mlodr B. Section 18 and the Western line of said 20 foot
utility easement- Worth 42' 00' 00" East 178.35 feet, more or less, to a corner
of Lot 128, Blbdt'B; -Secti,trm 18, as shown on said amp, which said corner of
said lot 12B is in the right of way line of a cul-de-sac on the southern end of
Inlet Boat Road as shown on said imp: running thence with the said right cf way
lire of said cul-de--sac an the southern end of Inlet Nock Road and a Hove to
the left having.a radius of 50 feet an arc distance of 20.20 feet to the
Westernmost corner of Lot 83, Block B, Section 18, Figure Eight Island, on the
said col -de -sac on the south end of Inlet Nods Pow, all as shown on said hap:
running thence with the western line of said lot 83 and the eastern line of
said 20 foot utility easenent South 42' 00' 00" West 182.29 feet, more or less,
to the Point of Beginning; the same being that portion of land of said map
which is designated as a 20 foot utility easement.

BLnlu: =AGi
1231 G 7 3 8
TRACT f3: T'RACr 80ViEEND FiGORE EIGHT ISLAND
Being all of those parcels or tracts of real property shown on and designated
as 'THE FIGM EIGHT ISLAND COKPANY" and ' W%FF FA5EZRTTI"' on that amp of
Sections 11 and 12 Figure Eight Island recorded in Map Back 14 at Page 3 of the
New Hanover County Registry, State of North Carolina, ubid, said tracts or
parcels of real property are bounded as follows: on the North by the Southern
line of Lot 187 Section 12 Figure Eight Island and the Southern line of the
right of way of a cul-de-sac an the &arth end Of Beads lbnd South, all as shown
on said mapr an the East by the Western line of Lot 188 Section 5 Figure Eight
Island as shown an a map of section 5 Figure Eight Island recorded in Map Book
13 at Page 20 of the New Hanover County Registry and by the western line of
that tract of real property described as Tract B in that certain deed recorded
in Book 1133 at Page 1584 of the New EAnover Canty Registry: on the South by
the Oliver C. an aff line; and on the West by the man high water nark of
Mason's Channel; reference to which said map of Sections 11 and 12 Figure Fight
island is hereby made for a mare parti—lac description.
TRACT t4: MARSH AREA SOCTIfN 18 - BIOOC B - MAP BOCK 18 PAGE 87
Begirunrig at a point which is shoran an the Map of Section 18, Block B (lots
3040), Figure Eight Island recorded in Map Hook 18 at Page 87 of the New
Hanover County Registry which is South 22' 44' 42" West 46.92' from a point
having North Carolina Grid Coordinates North (x) 199,480.651 East (y)
2, 385, 230.419 as shorn on Von Owen Survey Map recorded in Map Book 12, Page 22,
and as shown an Fred F. Fkibbs Slaver Map recorded in Map Birk 12, Page 43, all
of the New Hanover County Registry, State of North Carolina, and the said point
also being shorn and designated on the map of Sec:tirn 18 Brock B (lots 30-60)
Fiore Eight island as follows: 'NOM CAFOLM STATE GRID COORD]U M, N. 199,
4BO.651, E. 2,385,230.419 - POINT ON VCN OESEN SURVEY MAP BOOK 12 PAGE 22 OF
THE NEW HAN.7VFSt-Ca Y RMIS'TFff : rumuq thence fr n said Beginning Point along
and with that -certain 'PF1CPVUY LINE" (far fuller description of said Property
Line see Map recorded in Map Hick 12 Page 43 of the Nua Hanover bounty Pegistry)
as e3o% n on said »P of Section 18, Block B (Lots 30-60). Figure Eight Island as
follows: Thence with a targart line South 22' 44' 42" West 168.01 feet to a
point of curvature; thence with a curve to the left having a radius of 859.57
feet and an arc length of 393.01 feet to a point; then a South o3' 27' 00" East
156.08 feet to a point of auvatur e; them with a curve to the right having a
radius of 592.49 feet and an arc distance of 330.71 feet to a point; running
thence along the hssan high water irk of Nixon's (or Banks) Channel as shorn Cri
said rmp of Section 18 Block B the following cusses and distances: thence
North 75' 52' 55" East 230.80 feet to a point; thence North 12' 38' 04" Eftst
325.18 feet to a point; thence North 55' 40' 50' vhat 203.73 feet to a point in
the north line of Iat 38, Block B. Section 18 as shown on said map of Section
18, Bloc[ B (Tots 3D-60), Figure Bight Island. running thence along and with the
northern ling of lots 38, 39, 40 and 41, Block B, Section 18 as shown on said
uep of Section 18. Block B (Lots 30-60). Figure Fight Island the following
courses and distances: thence North 75' 02' 48" East 375.29 feet to a point;
theme North 31' 52' I9" But 247.08 feet to a point which is the southenmost
corner of that tract described herein below as TRACT 5 ; runni-ng thence with the
southern line of said TRACT 5 the follwi.►g courses and distances: thence North
56' 04' 16" West 399.14 feet to a paint; thence South 85' 56' 46" West 267.96
feet to a point; thence South 22' 15' 32" Best 320.08 feet to a point; running
thence along and with the Western line of said TRACT 5 the following courses
and distances: thence North 20' 05' 24' West 211.60 feet to a point; thence
North 10' 09' 39" Fast 111.77 feet to the Point of Beginning.
TRACT 45: OESIC2>WED. AREA-EVL[!R£ RESIDENl'IAIrSE)CTION 18 BLOCK B-MAP BXK 18
Beginning at a paint which is the northernmost corner of lot 46 Block 8 Section
18 Figure Eight Island, as shown on a map of Section 18 Block B (Lots 30-60)
Figure Eight Island recorded in Map Book 18 at Page 87 of the New Hanover
County Aegistry. on the western end of a cal -de -sac at the end of Beach Read
sixth as ahmai-on said map; ncning thence from said Beguyang Point along and
with the crave of the right of way line of said cul-de-sac on Beach, Road North
as it turves to the right, having a radius of 50 feet an arc distance of 38.37
feet to the southermast corner of Tot 58 Block B Section 18 as shown on said
map; running thence along and with the southern line of said Tat 58 Block B
Section 18 the following courses and distances. North 87' 24' 00' West 234.92

BOOT PAGE
1231 0739
feet to a paint; thence North 31' 27' 42" west 151.61 feet to the northern, t
oorner of said Lot 5B Block B Section 18 and a point in the mean high water of
Nixon's Chard, running thence along the mean high water mark of said Nixon's
Qraru*l the following courses and distanncea: South 57' 20' 26" West 50.66 fact
to a point; thence South 49' 42' 09' West 50.16 feet to a point; thence South
54' 50' 5B" West 100.01 feet to a point; theme South 58' 51' 16" West 50.12
feet to a paint, thence South 78' 47' 59' West 49.87 feet to a point; thence
south 74' 54' 20" West 50.80 feet to a point; thence South 60' 48' 41" West
250.58 feet to a point; thence South 62' 24' 39" west I00.08 feet to a point;
thence South 65' 50' 50" West 50.01 feet to a point; thence South 70' 24' ""
West 50.25 feet to a point; then= South 66' 25' 11' West 100.05 feet to a point
in that certain line designated as 'PA3PhRry LIM" on the said crap Of Section 18
Block B (lots 30-60) Figure Fight Island (for fuller description of the property
Sine see Nap Book 12 Page 43 New Fhrvm r Omi my Ragi.atry); running thence South
10' 09' 39" West 111.77 feet to a paint, running thence South 20' 05' 24" East
211.60 feet to a point; [inning thence North 22' 15' 32" Fast 320.08 feet along
the mean high water mark as ahmn on said map of Section 18 Block B (Cote 30-60)
to a point; running thenre North 85' 56' 46" East 267.% feet along the mean
high water line to a point, running thence South 56' 04' 16' East 399.14 feet
along the moan high water stark to a point in the western Line of Eat 41 Block B
Section 18 as shown on said nap; running thence along and with the western line
of lots 41, 42, 43, 44, 45 and 46 Block B Section 18 as shown on said wisp of
Section 18 Block B (Lots 30-60) North 37' So' 37' East 576.07 feet to the Faint
of Beginning; the same being all of that parcel or tract of land designated and
shown on "PROPEM CF OO6UTNE2TN AL ILLIN OIS MLTY-FUnM RESY[)EMIAL QRIDUM
PCPNMIES' on the said map of Section 18 Block B (into 30-60) Figure Eight
Island reciorded in Map Book 18 at Page 87 of the New Hmn74er Omi my Pegistry.
TRACE !6: WML SITE
Being all of that certain tract and parcel of real property designated as
'TMC T 33: F+trlVitl; WELL SITS-Si7C1'1w 18-auxx B-mhp aom 18 PAGE 90" in that
Warranty Deed recorded January 16, 1960, rrnBark 1163 at Page 228 as the dame
is shown on a map ca ; «nod "greets 6 of 7 Lots 92-119 Sectia Eighteen-Blocik 8
Figure Eight Island' recorded in Map Book 18 at Page 90, all of the New Hanover
OM-LY Registry -
TRACT #7: WELL SITE
BEGINNING at a point mach is the southernmost comer of lot 1 Section 10
Figure Eig)A Island in the eastern right of way line of Skimmer Foad all as
shown on the map of Sections Fight, Nine and Tern Figure Eight Island recorded
in Nap Book 13 at page 47 of the New Hanover Oouunty Registry, State of North
Carolina; Waning thence along and with the southern line of said Lot 1,
Section 10, Figure Eight Island, North 54' 17' 57" East 200 feet to a point in
the southern line of said lot 1 Section 10; running thence in a southeastwardly
direction to a point in the western right of way of Beach Road South which said
point is North 36' 52' 14" Fast 250 feet from the beginning point of a curve to
the right in the said western right of way line of Beads Road South where the
northern right of way lire of the rr,nn.4-rirg road between Skimmer Road and
wach Arad south intersects with the said Western right of way line of said
Beach Mad South; as shown on said reap of Sections 8, 9 and 10 running thence
along and with the said western right of way line of said Beach Road South,
South 36' S2' 14" West 250 feet to a paint of curvature; running thence with a
amw to the right having a radius of 20 feet an arc distance of 31.42 feet to
a point in the northern right of ray line of a 60 foot right of way leading to
Skimmer Ficed as shown on said map of Sections 8, 9 and 10 Figure Eight island;
r nnipq theme .with the n rthexn right of way lire of said 60 foot right of way
North 53' 07'_46"._West 140.66 feet to a point of curvature; running theism with
a curve to the right having a radius of 20 feet an arc distance of 21.81 feet
to a point in the eastern right of way line of said skimmer Iicad as the sane is
shown on said nap of Sections 8, 9 and 10, Figure Eight Island and a point of
curvature; nxmuq theme along said eastern right of way lies of Skinnmer Road
and a cove to the left having a radius of 530 feet an arc distance of 107.38
feet to the point of Beginning; the same being the southern end of said TRACT
24 in the deed recorded in Book 1163 at Page 22B, et seq.
TRACT t8: CAUSDM TAACr
BEGINNING at the orrrsete uc5rmnent. on the South side of the causeway leading to
Figure Eight Island and in the Eastern right-of-vey of the Atlantic

BOP PAGE
1231 0740
Intracoastal Watenmy, said.iionnmenrt having a North Carolina Grid Co-ordinate
of Ntrth'r)=192;860.132-ard*n-t-(i):2;3753,?9:583, thence running with the
dent -of -way of the Atlantic Intaaawtel Waterway North 33- 23' 36' that
202.19 feet to another concrete scnuoent having a North Carolina Grid
0o-ordinate of North (x) 193,028.961 and an Fast co-ordinate of lhat (Y)
2, 375.290.809; thenoa co ntirni ng along the Atlantic Intracoastal waterway North
33" 23' 36" East 129.97 feet to a point which intersects the Mean High Water
line of the Intracoastal Waterway and the causeway leading to Figure Eight
Island; thence along the uman high water line of the North aide of the
causeway, the following cruses and distances: South 62' 31' 10' Post 69.25
feet, South 37- 15' 15" East 141.17 feet, South 67' 19' 43" Fast 388.42 feet,
South 65' 43' 27' Kest 378.84 feet, South 66' 31' 57" East 171.84 feet, South
75' 16' 50" Mat 96.08 feet, South 24' 19' 37" Fast 31.70 feet, South 68' 41'
32" Fast 230.20 fret. South 63' 54' OT East 344.50 feet, South 72' 42' 47" East
290.15 feet, South 63' OB' 50' Fast 277.58 feet, south 67. 34' 05" East 308.86
feet, South 63' 52' 14" East 311.05 feet, South 68' 52' 28` East 308.52 feet,
South 87' 59' Or Cast 222.18 feet, North 82' 59' 37" East 165.19 feet, North
46' 04' 45' East 301.9E feet, North 62' 44' 57" East 200.66 feet, North 11' 14'
39" West 305.84 feet, North 37' 00' 15" bast 49.40 feet to a point in the
Southern line of the.old^N'N `Himm Grant as recorded in Bode EE Page 177 and
nutr recxer led inji p Sock 12.PW43 as a division line between The Figure Eight
Island Wpany and-0er0-ampion NdM%-U Mavis line: thesxe with said line South
60' 30' 12" East 185.86 feet to a point in a curve; thence with a curve to the
left having a radius of 219.01 feet and an arc length of 115.70 feet; thence
with a curve to the right having a radius of 151.69 feet and an arc length of
77.94 feet to a point in the aforesaid property line and the Mean High Water
Line; thence running with the Mean High Water Line North 81' 57' 15" East 195.53
feet to a point being the northwest_scst.enmher•of Lot 201 Section 15 Figure
Eight island as recorded inl*p Hook 13 Page 48,YNew Hanover C-ity Fiegistsy;
running thence with said lot' 1iroe"of -a-aid-Let 201 Swath 20' 35' 06" Fast 408.96
feet to a point in the northern scat riot of way of Bch Foad North; running
thence South 20' 35' 06' East to a point in the oartrrline of said Beach Road
North: rinsing thence 5outlammtwardly along and with the centerline of said
Beach Road North to the point of intersection of the centerline of Beads Road
North with the centerline of Beach Road South: thence eontirnning with the center
line of said Beaidh Road South and the division lion of the Club arouse site and
the 'may the following courses and distances.: South 18' 19' 22" Fast 145.24
feet to a point of curve; thence continuing with said division line with a curve
to the left having a radius of 301.32 feet, an are length of 193.11 feet to a
point of reverse curve; thence continuing with said division line and said road
with a curve to the right having a radius of 383.91 feet, and an arc length of
250.70 feet to the lion of said Beach Road South and Beach Bay Lana;
thhehce continuing with said Beach Say Lane in a Westerly direction the fioll,owinng
courses and distances: Swath 72' 22' 26' West 53.76 feet to a point of curve;
thence continuing with the center line of said road and Section 13 with a cove
to the right having a radius of 167.68 feet and an are length of 234.40 feet to
a po= of tangency: thence continuing with said road and Section 13 North 27'
31' 56" West 48.99 feet to the center line of the cul-d u--sac; thence North 12'
13' 53" Fast 50.00 feet to the most southeast corner of Lot #9 as sYrawn on
Section 13 recorded in the Book of Maps 14, Page 4 of the Now Hanover County
Register of Deeds; thence with the northern lot line of Lot #9 and the causeway
di -vision line, North 29' 37' 4D" West 133.80 feet to a point; thence North 68'
49' 10" west 598.00 feet to a point in the Mean Nigh Water lire of the soutihside
of the awzsa,ey and the northwest meat corner of Lot #9 as recorded in aforesaid
Bode of Maps; thence along the Mean High Water Line and with the southern most
side of the causeway the following courses and distances: North 68' 03' 30"
hest 289.06 feet, North 69' 11' 59' west 180.71 feet, North 60' 31' 34' West
250.31 feet, 05rtli 67' 52' 28" west 366.37 feet, North 65' 13' 24" West 164.45
feet, North 64=-50'-20" west 215.63 feet, North 62' 10' 31' west 182.78 feet,
North 66' 54' 52' seuxYds West 192.58 feet, North 62' 59' 58" West 122.73 feet,
North 65' 57' 14' West 176.23 feet, North 65' 54' 52" west 140.05 feet, North
67' 19' 02' West 352.10 feet, North 66' 02' 18" West 146.92 feet, North 65. 21'
35" west 148.66 feet, South 79' 23' 39` hest 278.39 feet to a point in the MM n
High stater line and the intersection of the Atlantic Intracoastal Waterway;
thence with said waterway North 33' 23' 36' East 181.03 feet to a concrete
monument, the said point of beginning; the same being that tract of land
described as 1FACP #1 (CAIIMM) and a portion of that tract of land described
as Mher 02 (Club House site) in that deed recorded in Book 1050 at Page 333 of
the New Hanover county Registry.
EXOTTINir. HDAE1tFR, frvo the conveyance of the abova referenced tract so

800e. "Arr
1231 0741
touch of the riot of way of Beach Read North, Beach Road South and Beachbay
Lam as may be with'_n the here rgbove described tract of land aO VAndh them
heretofore been cowmyed to Figure "8" Beach Homa wnar's Association, Inc. by
deed recorded in Book 1172 at Page 566 of the New Hanover Cowuty Registry;
MO.
ocwrnu, F uRmER, from, the operation of this aiweyance that certain
portim of the heminattwe tract Which has heretofore been conveyed to Figure
"S" Beach iivnaowrher's Association, Inc. by deed recorded in Dock 1172 at Page
566 and described therein on page 11 of said deed as TFWCr Tr and being more
fully described as follows:
Beginning at a point which is the aoutheastark corner of Lot 9. Block B,
Section 13, Figure Eight Island, as the saw is abow n on a map thereof recorded
in Map Book 14, page 4, of the New Hanover County Registry, State of North
c mlina, %tdc!h said point is in the northern right of ray line of a and -de -sac
on the north end of Beachbay larks as shorn an said map: ruining thence from
said Beginning Point North 29' 37' 40" hest along the eastern lire of said Lot
9, Block B, Section 13. 133.90 feet to the northeastern corner of said lot 9,
Block B, Section 13, nasci.rk3 thence &lag a lire the sane as though the said
eastern line of said lot 9 was extended northwardiy, North 29' 37' 40" West to
a Paint in the cennerline of Bridge Road as the awe is shown on said cep;
running thence in an eastwardly direction alag and with the centerline of said
Bridge 3bad to the point of intersection of the centerline of said Bridge Road
with the centerline of Beach Rand South as shorn on said map; running thence
with the centerline of said Beadle road South South 18' 19' 19" Fast 145.23 feet
to a pairs of curvature; running thane with the said centerline of Beach Fbad
South said a curve to the left having a radius of 301.32 feet a tangent of 100
feet, an are distance of 193.11 feet and a cord distance of 109.82 feet to
another paint of curvature: running OW"Cle with the said centerline of Beach
Road Smith and a czrve to the right having a radius of 383.91 feet, a tangent
of 130 feet, an arc distance of 250.70 feet and a chord distance of 246.26 feet
to the point of mi ersect .w. of the centerline of Beach Road South with the
centerline of Beachbay lane, as shorn on said map; running thence South 72' 22 `
22' West with the centerline of said amdibay lane 53.76 feet to a paint of
curvature; running thence with the centerline of said Beadhbay Lane and a curve
to the right having a radius of 167.68 feet, a tangent of 140.93 feet, an arc
distarrp of 234.4 feet and a chord distance of 215.78 feet to a point; running
thence with the centerline of said Beachbay Cane North 27' 32' 0D' hest 48.99
feet to the canter of a cul-de-sac on the North end of said Beachbay Cane;
running thence in a nortleastwardly direction 50 feet, more or less, to the
point of Beginning; saying and excepting, however, fv= the operation of this
eochveyantce so mach of the riot of ways of Boad:bay lane, Fridge Road and Bead:
Brad South as may be within the hhe +einabove described tract of Sand.
TRACT 49: BAND TRACr
Said property is on !Biddle Sonar!, being all of Lots 3 and 4 of the Gross and
French Tract, which was subdivided and called "Edgewater', the said lots being
particularly described as follows: BFT,IIUDG at a stake in the Fhstern Line of
a 30 foot road, the northwest corner of Tract 42, of Edgewater (the said
beginning point located from an iron pipe in the Southwest corner of the Gross
and French tract of lard as follows: Begin at the said iron pipe, runs theme
South 44 degrees 25 mi Ls. Fast along the said Gross and French and Batson Lines
about 387 feet to a point %hare this line intersects the Eastern lines of the
above mentioned 30 foot road, as shown on plan of Gross and French Subdivision
called 'Edgewater'; thence North 30 degrees Fast along the Eastern line of said
30 foot road, 192.9 feet to the Hegining corner); and n w thence from the
said beginning stake North 30 degrees Fast along the Eastern line of said 30
foot road. 200 feet to the Southwest corner of Cat 45; running thence South 60
degrees Fast with and along the dividing line between Lots 4 and 5. of
Edgewater Subdivision, a distance of 1431 feet to a stake in the western
shoreline, the same being an iron stake located in the dividing lire between
Lots 4 and 5 of B3gewater Subdivision at a point where said dividing line
intersects the higlwater line of. Middle•Saad.as.shorn by the Map of
'Edgewater' and recorded in.Map:Book:2,.at Page 113.iin the office of the
Register of Deeds of New from ttiehne from said stake and
along the dividing litre between said Lots Numbers 4 and 5. South 60 degrees
Fast approximately 420 feet to the Western right of way of the Inland waterway.
runm" thence Southuardly with the said Western right of way of the Inland
Waterway 200 feet to a stake in said line marking the comer betoteen Lots 2 and
3, of said Edgewater Subdivision; thence North 60 degrees West along the

BUOr. PAGE
1231 0742
dividing line of said Ints 2 and 3 about 435 feet to the Western shoreline of
Fuddle Saar]: thence rrYKlm.i g the sae cause North 60 degrees West with and
along the dividing line between Lots 2 and 3, a distance of 1394 feet to the
Point of RBIGUtUM, the same being all of Rats 3 and 4 of the_6Ubrn divisiof
as
Hdgewater, as abown by the p recorded int1Map'WEA 2 et Page 113; in the
Office of the Register of Deeds in the County, of- New- Hanover. arid'pnrt of wttiidh
is the marshland as shown by a deed from the State Board of Hlucation to D. W.
Gress and C. D. French recorded in Hods 173, Page 490, in the Office of the
Register of Deeds of New Hanover County.
Tt7(MM with all aasamments and appurtenances thereto including, but rot
limited to, all riots and easements claimed by virtue of and described in a
Deed of Easement from the D39ewater Club. Inc. to Island Development a V&ry
recorded in Bode 737 at Page 236 of the New Hanover Qxarty Registry.
EMM)1`IIM, HMEYE4t, a conveyance of 1006 feet depth of Iots 3 and 4 from
the aforesaid 30 foot row%my given in a conveyance to EL L. Garold and wife,
Herniae Could, by E. J. Hines and wife, Lillian D. Rine, they retaining unto
haves in said conveyance, an easnmsmt m and over a 24 road along the
South edge of mat 02, and granting to R. L. Gould and wife, Hernia: Gould, an
easement over the 24 foot rm&W leading from the 30 foot roadiay, West of
Iota 3 and 4, to the said Middle Saari, said deed being recorded in Book 419,
at Page 345 in the Office of the Register of Deeds of New Rarover County.
AND SUBJECT F1 RMER, to a oonveyan ce of B. J. hires and wife, Lillian D.
Hines, to James M. Boylan and wife, Iris Rose Boyland, said property being
conveyed by a dead recorded in Hoch 430, at Page 473 in the Office of the
Register of Deeds of New Hanover County. This dead includes an easement over a
16 foot road running across Lots 3 and 4 to fat 5, and parallel to the property
line, the East property line of the pas{,Prty granted to R. L. Gould and wife,
Bernice Could, together with a further easement to Janes M. HWlan and wife,
Iris Nose Boylan over the 24 foot road leading from the 30 foot road to Middle
Soused over lot 3.
EXMYrING FUR nM that Tract conveyed by Island Development Oompar y to
Herman J. Gerdes and wife, Lillie M. Gerdes, by deed dated January 2.2, 1969,
and recorded January 23, 1969, in Bork 849, Page 327 in the New Narxwer Oxmty
Registry and more particularly described as follows: BEGnWNG at an item pipe
in the dividing livhe_bebreezt Trashear an 5 of Mgewater as shemap of
sane recorded in Map Hook 2, at Page 113 of the New Haruver C3xmhty Registry,
said pipe being Swth 60�degrees' Fit flan the co n3n corner of said tracts in
the Eastern lire of the 30 foot road as shown on said map, said begirni.rg point
being the Northwestern corner of the tract conveyed to Island Developmmt
Company by deed recorded in Book 791 at Page 309, of said Registry; unsung
thence from said beg umi.rg point South 60 degrees 00 mines. East along said
dividing line beboeen Tracts 4 and 5, 160.0 feet to an iron pipe: thence South
30 degrees 00 mins. West 10.0 feet to an iron pipe: thence North 60 degrees 00
mains. West and parallel with said dividing lie 160.0 feet to an jinn pipe in
the Western line of said Island Develammt Company tract; thence North 30
degrees 00 mins. East along the Western line of said tract 10.0 feet to the
point of BF>;INL M, the same being a portion of Tract 4 as shown on the
aforemesnticned map of Bigewater. SURiIWr to the 16 fat easement hold by the
Gerdes_
DATING ESMTHn from the operation of this conveyance of the above
described tract that certain tract of lanai conveyed to Raymond C. Parker as
Trustee of the Graoe S. Pittman Trust receded in Book 1216 at Page 1767 of the
New Hanover Qxmty Registry and Wrote particularly described as follows:
BMIlNING at an iron pipe which is South 60' OD' East 1.006.0' from an old
iron axle narkin3 the northwestern comer of Tract f4 of the B3ge ester
Subdivision as the smw is shown on a nap thereof recorded in Map Hook 2 at
Page 113 of the New, Hanover Canty Registry: running thence from said Beginning
Foint, with the northern line of said Tract i4 Edgewater 9abdivision South 60'
00' Last 700.0' to an irm pipe in the western edge of the marsh of Middle
Saud; amjlw g thence the same course South 60' 00' East 100' , mare or less,
to the westem right of way line of the Intracoastal Waterway: running thMM
with said right of way line abort South 37. 00' West 160' to a point bearing
North 60. 00' West from an iron pipe at the tap of a bulkhead, said pipe being
159.6' from the northern line of said Tract 14 03gewater Subdivision as
measured at right angles thereto: running thence North 60' DO' West 280.0' to

B00t PAGE
1231 0743
an Jim pipet rtradng thwn+e at riot angles South 30. 00' West 16.4' to a new
nail and bottle cep in the northern edge of the asphalt pavetflint of Bridge
Road, Waning thmoe North 60' 00' Meat 300.84' to another nail and bottle cap;
running tune generally with the southern, eastern and northern edge cf a
pa&JM area the &&song Couraas and distanoes to a paint bearing North 60'
00' Bast 156.0' f= the preceding pout, to wit:
North 28' 37' East - 58.0'
North 2' 25' West - 27.0'
Noth 28' 26' West - 18.0'
Barth 46' 27' iciest - 25.0'
North 55' 27' West - 25.0'
9- th 76' 27' West - 18.0'
Smith 83' 34' irat - 18:0,
South 68' 33' Vast - 18.0'
South 55' 37' West - 75.4'
running then oe North 60' 00' Went 43.18' to a now ircn pipe; running thence at
riot angles North 30' 00' hest 176.0' to the point of Beginning; the earn
containing 1.71 acres, naae or less, exclusive of area in the cerah of 0.85
acres cam or lase aid being the real pstprrty as sh omti on a map thereof
reaQde I in Map Hoak 21 at Page 63 of the New amov r U=ty Rgistry. Marth
Cauoliia.
Together with all rip -Ian rights, if any, lying between the u—tern high
water line of Middle Sand and the western lice of the Intracoastal Waterway,
Together with an ee see. or right of way In favor of Mwitee in the deed
in Book 1216 at Page 1767 his heirs and assigns, over, across and through the
prra®t paved rind l—mb frao a 30' xCed m the mintarvl to the bridge leading
to Figure Eight Island, said easement or right of ray to extend no further
rnsbardiy than the existing gardhuae or amean ®tral hiildiig located rn
the north side of said road, all as shorn an the. map. cif- the .wrein►,eiure
conveyed tract of real property receded in I-ap Hook 21 at Page 63 "of the Now
Hanover [aunty Aagistry. North Carolina.
r♦ r r r r r r r r

B00r, Pksf
M, 1231 0744
Th need Fr® 'nw Kill'am Lyon Company Rb The Figure Mot
Island Club, Inc.
A. All of the Lots or parcels of real ley conveyed by this instmment are
conveyed subject to the foilawi.ng esoeptions:
(1) Ad valorem tam for the year 1983 and sulmquent years.
(2) No warranties are giver as to title to any porticni of the bareinmbove
described tracts or parcels of real property utach lie below the roaan high
water line or any craters that ebb and flow with the tide.
(3) Any local, murrty, state or federal government law or ragulation
relative to roning, subdivision, ocarpanry, use, construction or develcpon-it of
the subject property.
(4) All existing and recorded restrictions, extept ors, reBervatiars,
easements, rights-of-%W, aonditiaes and covenants of whatever nature
applicable to the subject parcels or tracts of real property.
(5) The develgxsent agrearmot reocraed in Book 914 at Page 894 of the New
Hannover County Aegistzy.
(6) As applicable, the ant far the Intracoastal Waterway 1,000 feet
ride as claimed by the thitod States of Panericd and as shown an recorded and
documented asps in the New Mwavex County Reis . state of North Oulu:a.
(7) Assessments, if any, either annual or special. levied by the Figure
"8" Beach Homeowner's Association Qdch said assessments may constitute lions
against the lards described in this conveyance.
(8) Subject, as applicable, to the eas®ent recorded in Book 924 at page
517 of the New Hanover County Registry_
B. In addition to the n_r�ims stated in A. above in this Schedule 1, as the
same may be applicable to TRACT 1 (N41WOA M TWT) as hereinbefore
described in this Limited Warranty Geed, the said TRWr 1 is also conveyed
subject to the following:
(1) SubjbM;to-cil and mineral rights reserved by the State of N.xth
Carolina as readndad in Book 681 at Page 478 of the New Hiumvex sty
may
(2) Subjact:to.that certain I— to the State of North Carolina over a
portion thereof.as recored in a=* 848 at Page 507 of the New Hanover Canty

0 Boot PAGE
1231 0745
Registry.
(3) Subject to any and all claims, if arty, of any gvernnental agency,
either federal, state or local, as to ownership or right to use thereof.
C. In addition to the .exceptions stated in A. above of this Schedule 1, as the
same may be applicable to TRACT 3 (TRACT Somm FILM E rr immm) as
hereinbefore described in this Limited Warranty need, the sal!! TRACT 3 is
also o=cveyed subject to the following exceptions cr restrictions:
(1) Subject to those certain easements to Oliver C. Hataff et al as
recorded in Baolc 600 at Page 67 and Hook 954 at Page 255 of the New, Hanover
Oxurty Registry-
(2) Subject also to the resttictian that this TRACT 3 shall be used only
as a walkway for pedestrian traffic or for the plantug of shrubs, trees,
flwers, grass and other plants and, in general, for landscaping purposes
only-
D. In addition to the exceptions stated in A. above of this Schedule 1, as the
earns may be applicable to TRACT 4 (NAM AREA SE=HU 10-MM B-W ME
18 PAM 87) as hereinhefore described in this Munted Warranty Deed, the
said TRACT 4 is also conveyed subject to the following exoeptioe or
r+estrictirxn:
(1) Subject to the restriction that said TRACT 4 shall never be used far
the purpose of the building of structures thereon and shall be used, if at all,
. solely and exclusively for the planking of shrubs, trees, flowers, crass and
other plants, and, in general, fie laming purposes only.
(2) Subject to any and all clam of any cjyve tme ntal agency, either
federal, state or local, as to ownership or right to uae thereof.
E. In addition to the excepticres stated in A. above of this Schedule 1, as the
same may be applicable to TRACT 5 (Designated Area-R*Aare Residential -
Section 18-Block B-PMp Reek 18-Page 87) as ire described in this
Limited Warranty Gael, the said TRACT 5 is axweyed subject to the
following 6xoepti� or restrictions:
(1) Subject fa any and all claiva of any goveitmmrtnl agency, either
federal, state or local, as to ownership or r4* to use thereof.
(2) SubjeM to that Mrt&2n Deed of Eagc+!�^^* recorded = BL * 123D at
Page IM9 of the New Hanover Consnty &Sistry.
(3) subject to the term and conditions of that certain agreement
recorded in Book L222 at Page ,Q ( L of the New Hanover Qxarty PeglStry.

Bout ?AGE
1231 0746
(4) Subject to the restriction that said TRALT 5 shall never be used for
the purpose of the construction of any structure dwrecn and shall be used, if
at all, for the planting of shrubs, trees, flowers, grass and other plants and,
in general, for landscaping pnrpeaes only-
P. in addition to the exaepticro stated in A. above of this Schedule 1, as the
sae mn my be applicable to TRACT 6 and TRACT 7 as here inbef re des=ibed in
this Limited Warranty Deed, the said TRACT 6 and TRACT 7 is conveyed
subject to the following restrictirnn
(1) Subject to the restriction that the said TRACT 6 and TRXV 7 shall be
used only for any one or ®RE of the following. (a) the location, installation
end maintenance of water wells, or (b) the planting of shrubs, trees, flowers,
crass and other plants and other landscaping purposes, or (c) the location of
walkway(s) including the construction, repair and/or maintenance of ►anmvered
wooden plank type walkways-
G. In addition to the exceptions stated in A. above of this Schedule 1. as the
Sane my be applicable to TRACT 8 (Cmuomay Tract) and TRACT 9 (HginlaFd
Tract) as bereinbefome described in this Limited Warranty Dad, the said
TRACT 8 and TRACK 9 is Conveyed subject to the following exceptions:
(1) Subject to the rights of all the owners of zeal property situated an
Figure Eight Island to the use and benefit and iris and ogress over, along
and across the streets and roadways Located on the said causeway Tract
providing access to the said Figure Fight Island and this arnreyance is ode
expressly subject to an easement in favor of all property owalers now or
}hereafter owning real property an said Figure Eight Island for ingress and
egress over, across and thturch all roads and roa3.eys now or hereafter located
on the Said C3useway Tract which provides main access from the mainland to
Figure Eight Island; provided, however, that this restriction shall not
prohibit the Grantee from relocating the existing roarl,ay so long as awes to
the said Figure Eight Island is maintained. Subject further to the restriction
that Grantee its. ors and assigns shall always allow access for ingress
and egress to thi-said-owners of real property Located on Figure Eight Island.
(2) Subject to that certain agreement recorded in Book 737 at Page 236 to
the rights, if any; of the members of the B3gewater Club lcder said agreement.
The restrictions set out hereinhaboue on the various tracts of land
described herein shall be binding on the Grantee. its successors and assigns
and shall non with the land.

V.A. DEPARTMENT OF THE INTERIOR SCOTTS H111 WAORANGII:
U.S. GLOLOGKA15URVEY NOR rn cAauuw,
. a.s.M Vnm Alalls R,Irh)f,AAM11Cl
V.
AL
ISLE
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NC DENR - DIV1SON OF WATER QUALITY
.0311 CAPE FEAR RIVER BASIN
2B -0300
Class
Name of Stream Description Class Date Index No.
Intracoastal Waterway
(3RIli 9 e6 n3 golj
Old Topsail Creek
Howard Channel
Mill Creek (Betts Creek)
Long Point Channel
Green Channel
Cedar Snag Creek
Butler Creek
Futch Creek
Nixon Channel
Middle Sound
Pages Creek
Howe Creek
Intracoastal Waterway
From the eastern mouth of SA;ORW
Old Topsail Creek to the
western mouth of Howe Creek
All waters between the
Barrier Islands and the
mainland located between a
line running from the
western most shore of Mason
Inlet to the southwestern
shore of Howe Creek and a
line running from the
western shore of New
Topsail Inlet to the
eastern mouth of Old
Topsail Creek
'JILE•�i�kfi' t*,4wjo
From source to Intracoastal
SA;HQW
Waterway
From Old Topsail Inlet to
SA;ORW
Intracoastal Waterway
From source to Intracoastal
SA;HQW
Waterway
From Old Topsail Inlet to
SA;ORW
Intracoastal Waterway
From Rich Inlet to
SA;ORW
Intracoastal Waterway
From Green Channel to
SA;ORW
Intracoastal Waterway
From Nixon Channel to
SA;ORW
Intracoastal Waterway
From source to Intracoastal
SA;HQW
Waterway
From Rich Inlet to
SA;ORW
Intracoastal Waterway
Entire Sound
SA;ORW
From source to Intracoastal
SA;HQW
Waterway
From source to Intracoastal
SA;ORW
Waterway
From the western mouth of
SA;HQW
Howe Creek to the southwest
mouth of Shinn Creek,
exclusive of the
Wrightsville Beach
Recreational Area
Page 62 of 69
01/01/90 18-87-(11.5)
08/09/81 18-97-12
01/01/90 18-87-13
08/09/B1 18-87-14
01/01/90 18-87-15
01/01/90 18-8,7-16
01/01/90 18-87-17
01/01/90 18-87-18
08/09/81 18-87-19
01/01/90 18-67-20
01/01/90 18-87-21
08/09/81 18-87-22
01/01/90 18-87-23
08/09/81 18-87-(23.5)
2013-12-09 10:4530

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Hydrologic Soil Group —New Hanover County, North Carolina
Hydrologic Soil Group
Hydrologic Soil Group— Summary by Map Unit — New Hanover County, North Carolina (NC129)
Map unit symbol
Map unit name Rating
Acres in AOI
Percent of AOI
Nh Newhan fine sand
Totals for Area of Interest _ _ _
2.8
_ _ _2.8
100.0%
_ _ 100.0%
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive precipitation
from long -duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual classes (AID, BID, and CID). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly
wet. These consist mainly of deep, well drained to excessively drained sands or
gravelly sands. These soils have a high rate of water transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well drained
soils that have moderately fine texture to moderately coarse texture. These soils
have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of water
transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink -swell
potential, soils that have a high water table, soils, that have a claypan or clay layer
at or near the surface, and soils that are shallow over nearly impervious material.
These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (AID, BID, or CID), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in their
natural condition are in group D are assigned to dual classes.
Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff: None Specified
Tie -break Rule: Higher
usD Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
5/5/2016
Page 3of3

V
LMG
LAND MANAGEMENT GROUP tnc.
Environmental Consultants
July 3 I, 2014
Mr. Dan Weeks
Paramounte Engineering, Inc.
5911 Oleander Drive, Suite 201
Wilmington, NC 28403
Reference: Soils Borings for Proposed Stormwater BMP for FEYC, Wilmington NC.
Dan,
On Wednesday, July 23, 2015 Land Management Group, Inc. evaluated the soils
for the proposed relocation of the FEYC tennis court facility. The purpose of the
evaluation was to conduct soil borings within the footprint of the storm water bmp to
provide general guidance for the depth to the seasonal high water table (SI-IWT) and
quantify infiltration rates and depth to seasonal high water table for the project engineer.
The area evaluated is shown below in Figure One.
Figure t

The soils were identified and mapped on the site as the Newhan series. The
seasonal high water table is normally evident by observation of redoximorphic features
suggesting past conditions of saturation and reduction. Seasonal high water table at soil
boring one is 51 inches below the ground surface and 64 inches below the soil surface at
soil boring 2. Soil permeability rates for these soils is high, > 12 inches per hour. Even
using a%50 reduction, these soils would be well suited for infiltration BMPs.
In summary, this site has areas that are proposed for stormwater BMP. This
report is preliminary and intended for planning purposes. It is expected that these soils
will be considered suitable for stormwater infiltration by NC DENR DWQ. Please do not
hesitate to contact me if you have any questions with this report or if you wish for LMG
to perform any additional site specific studies in accordance with the NC DENR DWQ
guidance memo. If you have any questions about this report or need any additional
information I may be reached at 910-452-0001, 9 10-620-1137 or at
ct u rnern, l m group.net.
Sincerely,
G. Craig Turner
Vice President
Land Management Group, Inc
3805 Wrightsville Ave., Suite 15
Wilmington, NC 28403
910-452-0001: Office
910-452-0060: FAX
910-620-1 137: Cell
cturner a lmgroup.net
N.C. Licensed Soil Scientist, 41091
S.0 Certification
Number 57
ww►v.lmgroup.net • info@ Imaroup.net • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

Project Name: Figure Eight Island - Bridge Rd Improv.
Client: Cothran Harris u /� RAMU U �[ ' 1' �'
Project Number: 15191.PE 1 =l L `� L
`"
Prepared By: RPB Revised by: JBS E_
Date: 6/15/16 Revised: 8/30/16
Infiltration Basin #1 Calculations
Stormwater Quality Requirement:
Drainage Area to System =
0.51 Ac,
Impervious Area =
0.21 Ac.
% Impervious
41.18
Runoff Coefficient (Rv) =
0.421 in/in
Req. 1.5" Runoff Volume =
1,168 cf
10yr. 24hr. Runoff Volume =
1,951 cf
Storage Volume Elevation =
5.05 Elev.
Storage Volume Surface Area =
2,128 sf
from HydroCAD Hydrographs
from HydroCAD Hydrographs
from HydroCAD Hydrographs
Soils Information: (Ref. LMG Test Report)
Soil Type = Newhan Fine Sand Nh (HSG Type A)
EL. At Test Location = 6.00 Elev.
Depth to SHWL = 51.0 in (Used Higher SHWT Value Reported)
SHWL = 1.75 Elev.
Infiltration Rate = 6 in/hr (1/2 Actual rate)
Infiltration Basin #1 Storage
CONTOUR CONTOUR AREA INCR. ACCUM. VOLUME
VOLUME
' [sq ft] [cu ft] [cu ft)
4.0
1,595
0
0
5.0
2,101
1,848
1,848
5.8
2,548
1,860
3,708
6.0
2,665
521
4,229
7.0
3,285
2,975
7,204
Draw Down Analysis:
Bottom Area of Basin
Bottom Elevation of Basin
Basin Depth
Draw Down Time =
Draw Down Time (2X) _
1,595 sf
4.0 ft
1.05 ft @ 10yr, 24hr storage
0.10 days (Darcy's Equation using 1/2 Ksat)
0.20 days (Darcy's Equation using Full Ksat)

Project Name: Figure Eight Island - Bridge Rd lmprov
Client: Cothran Harris P XA M" U .N E
Project Number: 15191.PE j �`/� �
Prepared By: RPB Revised by: SIBS
Date: 6/15/16 Revised: 8/30116
Infiltration Basin #2 Calculations
Stormwater Quality Requirement:
Drainage Area to System =
1.57 Ac.
Impervious Area =
0.89 Ac.
% Impervious
56.69
Runoff Coefficient (Rv) =
0.560 in/in
Req. 1.5" Runoff Volume =
4,789 cf
10yr. 24hr. Runoff Volume =
8,089 cf
Storage Volume Elevation =
6.06 Elev,
Storage Volume Surface Area W
6,911 sf
Soils Information: (See Attached)
from HydroCAD Hydrographs
from HydroCAD Hydrographs
from HydroCAD Hydrographs
Soil Type = Newhan Fine Sand Nh (HSG Type A)
EL. At Test Location = 7.00 Elev.
Depth to SHWL = 51.0 in (Used Higher SHWT Value Reported)
SHWL = 2.75 Elev.
Infiltration Rate = 6 in/hr (1/2 Actual rate)
Infiltration Basin Storage
CONTOUR
CONTOUR AREA
INCR.
ACCUM. VOLUME
VOLUME
[sq ft]
[cu ft]
[cu ft]
0
0
4.75
5,486
0
0
5.0
5,749
1,404
1,404
6.0
6,845
6,297
7,701
7.0
8,019
7,432
15,133
Draw Down Analysis:
Bottom Area of Basin 5,486 sf
Bottom Elevatlon of Basin 4.75 ft
Basin Depth 1.3 ft @ 10yr, 24hr storage
Draw Down Time = 0.12 days (Darcy's Equation using 1/2 Ksat)
Draw Down Time (2X) = 0.25 days (Darcy's Equation using Full Ksat)

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Pre Development
i
S
Post Dev lopment
3P
(5S)
Post Dev lopment
A
Infiltration Bas' #1 Infiltr tion Basin #2
7L
Post Runoff
'IrfP74
Aftofs
Subcat Faach on Rk

INFILTRATION BASIN Type 11I 24-hr 1-Year Rainfall=3.70"
Prepared by Microsoft Printed 8/30/2016
HydroCAD® 10.00-12 sln 08877 © 2014 HydroCAD Software Solutions LLC Page 2
Summary for Subcatchment 1S: Pre Development
Runoff = 0.10 cfs @ 12.38 hrs, Volume= 0.022 af, Depth> 0.18"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5,00-20.00 hrs, dt= 0.05 hrs
Type III 24-hr 1-Year Rainfall=3.70"
Area (ac) CN Description
1.450 49 50-75% Grass cover, Fair, HSG A
1.450 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ftlft) (ftlsec) (cfs)
5.0 Direct Entry,
Summary for Subcatchment 2S: Post Development
Runoff = 0.60 cfs @ 12.09 hrs, Volume= 0.042 af, Depth> 0.98"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type III 24-hr 1-Year Rainfall=3.70"
Area (ac) CN Description
0.210 98 Impervious
0.300 49 50-75% Grass cover, Fair, HSG A
0.510 69 Weighted Average
0.300 58.82% Pervious Area
0.210 41.18% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ftlft) (ftlsec) (cfs)
5.0 Direct Entry,
Summary for Subcatchment 5S: Post Development
Runoff = 2.88 cfs @ 12.08 hrs, Volume= 0.191 af, Depth> 1.46"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type III 24-hr 1-Year Rainfall=3.70"
Area (ac) CN Description
0.890
98 Impervious
0.680
49 50-75% Grass cover, Fair, HSG A
1.570
77 Weighted Average
0.680
43.31 % Pervious Area
0.890
56.69% Impervious Area

INFILTRATION BASIN Type I1IL24-hr 1,Year_Rain_fa11=3.70"
Prepared by Microsoft Printed 8/30/2016
HydroCADO 10.00-12 s/n 08877 © 2014 HydroCAD Software Solutions LLC Page 3
Tc Length Slope Velocity Capacity Description
(min) (feet) (fUft) (ft/sec) (cfs)
5.0 Direct Entry,
Summary fo_ Pand 3P: Infiltration Basin #1
Inflow Area = 0.510 ac,
Inflow = 0.60 cfs @
Outflow = 0.25 cfs @
Discarded = 0.25 cfs @
Primary - 0.00 cfs @
41.18% Impervious, Inflow Depth > 0.98"
12.09 hrs, Volume= 0.042 of
12.38 hrs, Volume= 0.041 af,
12,38 hrs, Volume= 0.041 of
5.00 hrs, Volume= 0.000 of
Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Peak Elev= 4.16' @ 12.38 hrs Surf.Area= 1,678 sf Storage= 268 cf
for 1-Year event
Atten= 58%, Lag= 17.3 min
Plug -Flow detention time= 7.7 min calculated for 0.041, of (99% of inflow)
Center -of -Mass det. time= 7.0 min ( 829.5 - 822.5 )
Volume
_
Invert _Avail.Storage Storage
Description
#1
4.00'
7,204 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation
Surf.Area
Inc.Store
Cum.Store
(feet)
(sq-ft)
(cubic -feet)
(cubic -feet)
4.00
1,595
0
0
5.00
2,101
1,848
1,848
5.80
2,548
1,860
3,708
6.00
2,665
521
4,229
7.00
3,285
2,975
7,204
Device Routing Invert Outlet Devices _
#1 Primary 6.00' 20.0' long x 16.0' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60
Coef. (English) 2.68 2.70 2.70 2.64 2.63 2.64 2.64 2.63
#2 Discarded 4.00' 6.000 in/hr Exfiltration over Surface area
Conductivity to Groundwater Elevation = 1.75'
4iscarded OutFlow Max=0.25 cfs @ 12.38 hrs HW=4.16' (Free Discharge)
L2=Exfiltration ( Controls 0.25 cfs)
Primary OutFlow Max=0.00 cfs @ 5.00 hrs HW=4.00' (Free Discharge)
t-1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs)
Summary for Pond 6P: Infiltration Basin #2
Inflow Area = 1.570 ac,
Inflow = 2.88 cfs. @
Outflow = 0.88 cfs @
Discarded = 0.88 cfs @
Primary - 0.00 cfs @
56.69% Impervious, Inflow Depth > 1.46"
12.08 hrs, Volume= 0.191 of
12.44 hrs, Volume= 0.191 af,
12.44 hrs, Volume= 0.191 of
5.00 hrs, Volume= 0.000 of
Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs.
for 1-Year event
Atten= 69%, Lag= 21.5 min

INFILTRATION BASIN Type 11124-hr 9-Year Rainfall=3.70"
Prepared by Microsoft Printed 8/30/2016
HydroCAD® 10.00-12 sln 08877 © 2014 HydroCAD Software Solutions LLC Page 4
Peak Elev= 5.05' @ 12.44 hrs Surf.Area= 5,809 sf Storage= 1,721 cf
Plug -Flow detention time= 12.6 min calculated for 0.190 of (100% of inflow)
Center -of -Mass det. time= 12.1 min ( 816.4 - 804.2 )
Volume
Invert Avail.Storage Storage
Description
#1
4.75'
15,133 cf Custom Stage Data (Prismatic) Listed below (Recaic)
Elevation
Surf.Area
Inc.Store
Cum.Store
(feet)
(sq-ft)
(cubic -feet)
_ (cubic -feet)
4.75
5,486
0
0
5.00
5,749
1,404
1,404
6.00
6,845
6,297
7,701
7.00
8,019
7,432
15,133
Device Routina Invert Outlet Devices
#1 Primary 6.30' 20.0' long x 16.0' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60
Coef. (English) 2.68 2.70 2.70 2.64 2.63 2.64 2.64 2.63
#2 Discarded 4.75' 6.000 inlhr Exfiltration over Surface area
Conductivity to Groundwater Elevation = 1,50'
Discarded OutFlow Max=0.88 cfs @ 12.44 hrs HW=5.05' (Free Discharge)
L2=Exfiltration ( Controls 0.88 cfs)
Primary OutFlow Max=0.00 cfs @ 5.00 hrs HW=4.75' (Free Discharge)
L1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs)
Summary for Link 7L: Post Runoff
Inflow Area = 2.080 ac, 52.88% Impervious, Inflow Depth = 0.00" for 1-Year event
Inflow = 0.00 cfs @ 5.00 hrs, Volume= 0.000 of
Primary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.0 min
Primary outflow = Inflow, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs

INFILTRATION BASIN Type 111 24-hr 10-Year Rainfall=7.00"
Prepared by Microsoft Printed 8/30/2016
HydroCAD®10.00-12 sln 08877 ©2014 HydroCAD Software Solutions_LLC Page 5
Summary for Subcatchment 1 S: Pre Development
Runoff = 2.32 cfs @ 12.10 hrs, Volume= 0.171 af, Depth> 1,42"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type III 24-hr 10-Year Rainfall=7.00"
Area ac CN Description
1.450 49 50-75% Grass cover, Fair, HSG A
1.450 100,00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ftift) (ft/sec) (cfs)
5.0 ' _ _._ Direct Entry,
Summary for Subcatchment 2S: Post Development
Runoff - 2.10 cfs @ 12.08 hrs, Volume= 0.139 af, Depth> 3.26"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type 111 24-hr 10-Year Rainfall=7.00"
r Area (ac) CN Description
0.210 98 Impervious
0.300 49 50-75% Grass cover, Fair, HSG A
0.510 69 Weighted Average
0.300 58.82% Pervious Area
0.210 41.18% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ftlft) (ftlsec) (cfs)
5.0 Direct Entry,
Summary for Subcatchment 5S: Post Development
Runoff - 8.01 cfs @ 12.08 hrs, Volume= 0.535 af, Depth> 4.09"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type III 24-hr 10-Year Rainfall=7.00"
Area (acl CN Description
0.890 98 Impervious
0.680 49 50-75% Grass cover, Fair, HSG A
1,570 77 Weighted Average
0.680 43.31 % Pervious Area
0.890 56.69% Impervious Area

2
INFILTRATION BASIN Type 111-2� 4hr 1'0 Year Rain_fa11�7.00"
Prepared by Microsoft Printed 8/30/2016
HydroCAD®10,00-12 sln 08877 ©2014 HydroCAD Software Solutions LLC Pace 6 "
Tc Length Slope Velocity Capacity Description
min) (feet) (ft/ft) (ftlsec) (cfs)
5.0 Direct Entry,
Summary for PondV:-Infiltration_Basin #1
Inflow Area = 0.510 ac, 41.18% Impervious, Inflow Depth > 3.26" for 10-Year event
Inflow = 2.10 cfs @ 12.08 hrs, Volume= 0.139 of
Outflow = 0.41 cfs @ 12.54 hrs, Volume= 0.139 af, Atten= 80%, Lag= 27A min
Discarded = 0.41 cfs @ 12.54 hrs, Volume= 0.139 of
Primary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 of
Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs l
Peak-Elev= 5:05'�@-12:54 hrs Surf.Area= 2;128 sf Storage= 1,951 cf ra-Vr v01 dr �%p" 0*1-
Plug-Flow detention time= 40.8 min calculated for 0.139 of (100% of inflow) I �4 0^rTaJe. �• Or
Center -of -Mass det. time= 40.3 min ( 835.6 - 795.3 )
Volume Invert Avail.Storage Storage Description
#1 4.00' 7,204 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
r
(feet) (sq-ft) (cubic -feet) (cubic -feet)
4.00 1,595 0 0
5.00 2,101 1,848 1,848
i 5.80 2,548 1,860 3,708
6.00 2,665 521 4,229
7.00 3,285 2,975 7,204
Device Routing Invert Outlet Devices
#1 Primary 6.00' 20.0' long x 16.0' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0A0 0.60 0.80 1.00 1.20 1.40 1.60
Coef. (English) 2.68 2.70 2.70 2.64 2.63 2.64 2.64 2.63
#2 Discarded 4.00' 6.000 inlhr Exfiltration over Surface area
Conductivity to Groundwater Elevation = 1.75'
Discarded OutFlow Max=0.41 cfs @ 12.54 hrs HW=5.05' (Free Discharge)
L2=Exfiltration ( Controls 0.41 cfs)
Primary OutFlow Max=0.00 cfs @ 5.00 hrs HW=4.00' (Free Discharge)
L1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs)
Summary forrPond-6P:-Infiltration-Basin_#2
Inflow Area = 1.570 ac, 56.69% Impervious, Inflow Depth > 4.09" for 10-Year event
Inflow = 8.01 cfs @ 12.08 hrs, Volume= 0.535 of
Outflow = 1.30 cfs @ 12.56 hrs, Volume= 0.535 af, Atten= 84%, Lag= 29.4 min
Discarded = 1.30 cfs @ 12.56 hrs, Volume= 0.535 of
Primary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 of
Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs

INFILTRATION BASIN Type !l124-hr 10-Year Rainfall=7.00"
Prepared by Microsoft Printed 8/30/2016
HydroCAD® 10.00-12 sln 08877 © 2014 HydroCAD Software Solutions LLC Page 7
rrPeak Elev= 6:06-@-12:56:hrs_Surf:AreaE&i911_sf_Storage==8� * rp�r � � & P1�
`r
Plug -Flow detention time= 53.4 min calculated for 0.533 of (100% of inflow) <e, 30
Center -of -Mass det. time= 52.9'min ( 833.6 - 780.7 )
Volume Invert Avail.Storage Storage Description
#1 4.75' 15,133 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic -feet) (cubic -feet)
4.75 5,486 0 0
5.00 5,749 1,404 1,404
6.00 6,845 6,297 7,701
7.00 8,019 7,432 15,133
Device Routing Invert Outlet Devices
#1 Primary 6.30' 20.0' long x 16.0' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60
Coef. (English) 2.68 2.70 2.70 2.64 2.63 2.64 2.64 2.63
#2 Discarded 4.75' 6.000 inlhr Exfiltration over Surface area
Conductivity to Groundwater Elevation = 1.50'
Discarded OutFlow Max=1.30 cfs @ 12.56 hrs HW=6.06' (Free Discharge)
L2=Exfiltration ( Controls 1.30 cfs)
Primary OutFlow Max=0.00 cfs @ 5.00 hrs HW=4.75' (Free Discharge)
L1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs)
Summary for Link 7L: Post Runoff
Inflow Area = 2.080 ac, 52.88% Impervious, Inflow Depth = 0.00" for 10-Year event
Inflow = 0.00 cfs @ 5.00 hrs, Volume= 0.000 of
Primary = 0.00 cfs @ . 5.00 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.0 min
Primary outflow = Inflow, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs