SW8050520_COMPLIANCE_20050523

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW , ,5-0—
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
?i-,COMPLIANCE EVALUATION INSPECTION
DOC DATE
2e-, 6/Le %--„2:,
YYYYM M D D

DETENTION POND ANALYSIS FILE NAME: G:\DATA\WPDATA\WQS\POND1050523.WK1
PROJECT#: SW8 050523 REVIEWER: R.Gordon
PROJECT NAME: Lakeview Planned Unit Development
DATE: 23-May-05
Receiving Stream: CB. Yacht Basin Class: SB
Drainage Basin: Cape Fear Index No. 18-87-31.2
Site Area 1.42 acres
Drainage Area 5348 00 square feet Area = 1,116 acres
IMPERVIOUS AREAS'
Rational C
On -Site Buildings
17250.00 square feet
0.95
On -Site Streets
27435.00 square feet
0.95
square feet
square feet
square feet
square feet
TOTAL
square feet
Rational Cc= 0.87
SURFACE AREA CALCULATION
% IMPERVIOUS 88.76%
SA/DA Ratio
6.40%
Des. Depth 5
Req. SA
3222 sf
TSS: 90
Prov. SA
ii i328 sf
VOLUME CALCULATION
place a "11" in the box if Rational is used
Rational ?*
FOREBAY
Des. Storm
inches
Perm. Pool Volume=
3238
Rv=
0.85
Req. Forebay Volume=
647.6
Bottom
0 msl
Provided Volume=
864.00
Perm. Pool
msi
Percent=
Design Pool
6 rnsl
Design SA
3955 sf
Req. Volume
cf
SA @
Prov. Volume
360
cf
Elevation=
ORIFICE CALCULATION
Avg. Head =
0.48
ft
Q2 Area =
0.89
sq. in.
Flow Q2, cfs
0.021
cfs;
Q5 Area =
0.35
sq. in.
Flow Q5, cfs
0,008
cfs
Orifice Area
0.44
sq. in.
No. of Orifices
1
Q=
0,010
cfs;
Diameter, inches
weir H x W
in
X
in
Drawdown =
4: 6:
days
COMMENTS
Surface Area , Volume and Orifice are within Design Guideline,,

TopoZone - The Web's Topographic Map
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29
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M 714
0 0.3 0.6 0.9 1.2 1.5 km
0 0.2 0.4 0.6 0.8 1 mi
Map center is 340 01` 51"N, 7711 53' 42"W (WGS84/NAD83)
Carolina Beach quadrangle M=-8.95
Projection is UTM Zone 18 NAD83 Datum G=-1.621
httpa/www.topozone.com/print.asp?z=18&n=3769339.99894362&e=232712999759145&s... 5/4/2005

g+
North Carolina
Flame F. Marshall D EPARTM ENT OF THE
Secretary SECRETARY OF STATE
Corporations
'Corporations Home
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PO Box 29622 Raleigh, NC 2762"622 (919)807-20D0
Date: 5/4/2005
Click here to:
View Document Filings I
Print apre-populated Annual Report Form I File an Annual Report I
Corporation Names
Name Name Type
NC Lakeview at Carolina Beach, Legal
LLC
Limited Liability Company Information
SOSID:
FID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing Address:
Principal Office Address:
Principal Mailing Address:
0762743
Current -Active
1 /24/2005
Domestic
NC
Perpetual
Manning, Ward , Jr
1700 Tanglebriar Court
Weddington NC 28104
1700 Tanglebriar Court
Weddington NC 28104
1700 Tanglebriar Court
Weddington NC 28104
No Address
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.

SOSID:762743
Date Filed: 1/24/2005 3:11:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200501800101
ARTICLES OF ORGANIZATION
of
Lakeview at Carolina Beach, LLC
Pursuant to § 57C-2-20 of the General Statutes of North Carolina, the undersigned does
hereby submit these Articles of Organization for the purpose of forming a limited liability company.
l . The name of the limited liability company is:
Lakeview at Carolina Beach, LLC
2. The term of the limited Iiability company is perpetual.
3. The name and address of the organizer executing these Articles of Organization is as
follows:
William H. Fuss
1904 Eastwood Road, Ste. 214
Wilmington, NC 28403
4. The street address and county of the initial registered office of the limited liability company
is:
1700 Tanglebriar Court
Weddington, NC 28104
Union County
5. The name of the initial registered agent is:
Ward Manning, Jr.
6. Except as provided by N.C.G.S. § 57C-3-20(a), the members of this limited liability
company shall not be managers by virtue of their status as members.
7. To the fullest extend permitted by applicable law, as it now exists or may hereafter be
amended, the limited liability company shall indemnify ail members and managers of the
limited liability company against all liability and litigation expense, including, but not
limited to, reasonable attorney's fees, arising out of their status as such or their activities in
the foregoing capacity, regardless of when such status existed or activity occurred and
regardless of whether or not they are members or managers of the limited liability company
at the time such indemnification is sought or obtained. Without limiting the generality of
the foregoing indemnity, such persons may also recover from the limited liability company
all reasonable costs, expenses and attorney's fees in connection with the enforcement of

rights to indemnification granted herein. The provisions of this paragraph are in addition to
and not in limitation of the power of the limited liability company with respect to, and the
rights of any manager or member of the limited liability company to receive the benefits of,
any otheror further indemnification, insurance, elimination of liability or the right or benefit
which is either required by THE NORTH CAROLINA LIMITED LIABILITY COMPANY
ACT or permitted thereby and duly adopted by the limited liability company in accordance
therewith.
8. To the fullest extent permitted by applicable law, as it now exists or may hereafter be
amended, no member or manager of the limited liability company shall have any personal
liability arising out of any action, whether by or in the right of the limited liability company
or otherwise, for monetary damages for breach of his or her duty as a manager or member.
This paragraph shall not impair any right to receive indemnity or insurance from the limited
liability company or any third party which any member or manager may now or hereafter
have. Any repeal or modification of this paragraph shall not impair or otherwise adversely
affect any limitation on, or elimination of, the personal liability of a member or manager
effected hereby with respect to acts or omissions occurring prior to such repeal of
modification.
These Articles will be effective upon filing.
THIS the 13' day of January, 2005

1'4Vw rnnHuvci %-UULIiy Iax tccwruS iliquiry - %.urrcHL iax bmement
Page 1 of 1
NEW HANOVER COUNTY TAX DEPARTMENT
Real Estate Tax Records inquiry - Current Tax Statement
5703679 2 0 0 4 T A X S T A T E M E N T
TAX DIST PARCEL ID NUMBER PERS VALUE REAL VALUE EXEMPTIONS
CB R09010-003-009-000 0 504,400 0
LEGAL LOT 2R ELK 43 CAROLINA BEACH
LOCATION 305 LAKE PARK BLV S 2R/43
1/1/04 OWNER: SVMJ LAKE PARK NC LLC
TAX
DESCRIPTION RATE ASSESSED
CAROLINA 0.3800 1,916.72
NH COUNTY 0.6800 3,429.92
LAKEVIEW AT CAROLINA BEACH LLC
1700 TANGLEBRIAR CT
WEDDINGTON NC 28104
REMIT TO: NEW HANOVER CO TAX OFFICE
P.O_ BOX 18000 * TOTAL AMOUNT DUE 05/05/05
WILMINGTON, NC 28406
Questions? IR
http://www.nhcgov.com/Oasinq/Oasstmt.j sp?sel=RO9010-003-009-000 5/5/2005

New Hanover County Tax Records inquiry - dales History rage I of l
NEW HANOVER COUNTY TAX DEPARTMENT
Real Estate Tax Records Inquiry - Sales History
.� a Parcel ID: R09010-003-009-000
DEED DEED DATE SALE STAMP O/
BOOK PAGE MM/DD/YY INSTR TRAM QUAL V/I VRFY PRICE VALUE USE? ME
1239 1907 12 01 83 WD V U V D 55,000 0.00 N
1239 1909 12 01 83 WD I U V D 190,000 0.00 N
1239 1911 12 01 83 WD V U V D
1841 0482 12 26 94 WD * U V
1841 0484 12 28 94 WD * U V
0 0.00 N.
0 0.00 N.
0 0.00 N
2799 0117 08 31 00 WD * U I D 198,000 396.00 Y
2869 0178 01 18 01 WD * U I D
3635 0662 02 06 03 WD * U V
3635 0666 02 06 03 WD * U V
4604 0983 12 15 04 WD * U V
88,000 176.00 Y
0 0.00 N
0 0.00 N
0 0.00 N
4691 0790 02 28 05 WD * Q V D 2,125,000 4,250.00 Y
http://www.nhegov.com/Oasinq/Oassale.j sp?year=04&sel=R09010-003-009-000
5/5/2005

NC DENR - DIVESON OF WATER QUALITY
.0311 CAPE FEAR RIVER BASIN
Name of Stream
Myrtle Sound Shellfishing
Area
t
Carolina Beach Yacht Basin
Snows Cut
Telfairs Creek
CAPE FEAR RIVER (excluding
area described below)
Walden Creek
White Spring Creek
Nigis Creek
Nancys Creek
Gum Log Branch
Governors Creek
Description Class
All waters within a line SA;HQW
beginning at Picket Rock and
running southeast to the
Intracoastal Waterway
channel marker 4153 thence
running southsoutheast to
the south side of the
Carolina Beach Inlet, thence
in a southerly direction
along the shore line to a
point directly east from the
northern side of Snows
Cut, thence in a straight
line across the Intracoastal
Waterway to the point on the
northern side of Snows
Cut, thence in a northerly
direction along the shore
line to the point of
beginning.
Classification
Date Index No.
08/09/81 18-87-31
All waters beginning at a SB 07/01/87 18-87-31.2
point on the northern side
of Snows Cut and running
directly east across the C
Intracoastal Waterway to a
point on the eastern side,
thence following the
shoreline, of the Carolina
Beach Yacht Basin to a point
on the south side of Snows
Cut, thence in a straight
line across the cut to the
point of beginning.
From Carolina Beach Yacht SC
Basin to Cape Fear River
From source to Snows Cut SC;Sw
From a line across the river SA;HQW
from Snows Point (through
Snows Marsh) to Federal
Point to Atlantic Ocean
From source to Cape Fear SC;Sw,HQW
River
From source to Walden Creek SC;Sw,HQW
From source to Walden Creek SC;SW,HQW
From source to Walden Creek SC;Sw,HQW
From source to Nancys Creek SC;Sw,HQW
From source to Walden Creek SC;Sw,HQW
67
08/09/81 18-87-31.5
04/01/59 1B-67-31.5-1
01/01/85 18-(B7.5)
08/01/90 18-86-1
08/01/90
18-88-1-1
08/01/90
18-88-1-2
08/01/90
18-88-1-3
06/01/90
18-88-1-3-1
08/01/90
18-88-1-4
2B .0300

APA
NCDENR \ t
North Carolina Department of Environment and Natural Resources �b
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s).
FAX or email to Cameron. Weave ncmail.net along with a narrative and vicinity map of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name Ward Manning, Jr.
Company Lakeview at Carolina Beach LLC
Address 1700 Tan lebriar Ct. City/State Weddin ton Zip 28104 County_ Mecklenburg
Phone_704-846-8555 Fax [phone] Email_ [e-mail]
PROJECT Name Lakeview Planned Unit Develogrnent
PROJECT LOCATED IN Cape Fear RIVER BASIN
ENGINEER/CONSULTANT
Company Robert P: Balland — WK Dickson & Co. Inc.
Address 909 Market Street —City/State Wilmington Zip 28401 County New Hanover
Phone [phone] Fax [phone] Email -_rballand O-wkdickson.com
❑ STREAM ORIGINATION CERTIFICATION; Stream Name
® STORMWATER ❑ Low Density E High Density -Detention Pond ❑ High Density -Other
❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
® COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ® Upland Development ❑ Marina Development ❑ Urban Waterfront
® LAND QUALITY ® Erosion and Sedimentation Control Plan with _2.0 ' acres to be disturbed.
❑ WETLANDS (401) ❑ No Wetlands on Site (letter from COE) ❑Wetlands DeliheatedlNo JD
❑ Greater than 0A AC Wetlands Impacted ❑ Jurisdiction al Determination has been done
Less than 0.1 AC Wetlands Impacted ❑Greater than 0.5 AC Wetlands Impacted
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application
fee, to be charged for subsequent reviews due to the insufficiency of the permit applications.
For DENR Use only
SUBMITTAL DATES: Fee Split for multiple permits:
SW $
CAMA $
LQS $
401 $
Total Fee Amount $

Stormwater Narrative
Lakeview Planned Unit Development
WKD#: 50066.00.WL
May 10, 2005
GENERAL
Lakeview Planned Unit Development is located in the Town of Carolina Beach along US
Highway 421 (S. Lake Park Blvd.) in New Hanover County. The proposed project consists
of 28 condominium units and amenities. The existing site was an asphalt parking lot used
for overflow beach traffic and a multi -family residence.
PROPOSED IMPROVEMENTS
Proposed improvements will involve the construction of 28 condominium units including
parking and utilities that drain to a proposed wet detention basin. This basin will improve
water quality for post development runoff as well as ensure that our post -development flow
(7.53 cfs) is less than our pre -development flow (7.67 cfs) for the 10-year event. There are
no wetlands on this property.
DRAINAGE CONSIDERATIONS
Runoff will be -conveyed to the wet detention system by means of curb inlets and a conduit
system that runs along the proposed parking and driveways. The pipes were sized for a 10-
-year storm event and the hydraulic gradient was maintained inside the pipe system during
that event. The wet detention system was designed to store and release the first inch of
rainfall (3,562;cfs) over a period of 4.0 days. The detention system was also designed to
store runoff from the 10-year, 24-hour event and hold discharge rates below those for the
pre -development site. The grades shown on the plans are final. grade elevations. The plan
currently proposed shows that the imperviousness of the drainage area being conveyed to
the pond will be approximately 88.8%. During construction, silt fence, sediment trap
(proposed pond), and construction entrance will be placed in critical areas as directed by
the Drainage Plan. All design criteria is based on the Town of Carolina Beach stormwater
standards.
Drainage areas were delineated for determining the correct culvert size for each drainage
segment, and are shown on the drainage area map.

. v .,u '%moor ■ a a a e -%Nw A a s a Nta,/ � a a
LOCATION MAP
SCALE: 1 "=1000'