SW8060113_COMPLIANCE_20060206

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 00/13
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
�
WYYMMDD

INFILTRATION TRENCH ANALYSIS
Filename S IWPDATAIWQSIINTRENCH1060113
Protect # SW8 060113
Protect Name Sea Brook Condominiums
Recvng Stream Bogue Sound
Drainage Basin White Oak
Site Area 1 41 acres
Impervious Area Calculation
Buildings
13903
Streets
9179
OS Prkg
9634
pool deck & OS sidewalks
4095
Total
36811
Volume/Storage Calculation
If Rational Method is used, place a 1 in this box 0
Required
Provided
Design Storm
RV
Volume to Store
Pipe Diameter
Length Of a Single run of Pipe
Number of Pipe Runs in Trench
Storage In Piping
Total Storage in Piping
Cross -Sectional Area Of Pipe Runs
Length Of Trench
Width Of Trench
Height Of Trench
Cross -Sectional Area Of Trench
Voids Volume, 40%
Total Voids Volume
Total Volume Provided
Elevation Of Bottom Of Trench
Elevation Of SHWT
Overflow Elevation
Exfiltratron Rate /Drawdown
Reported Hydraulic Conductivity
Bottom Surface Area
Drawdown Time
25 YEAR 24 HOUR STORM NIA
Intensity, i = 33 inches / hour
Qr=CIA=
Qp through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6 3 inches / hour
Volume for 10 yr 10 min event =
Date 06-Feb-06
Reviewer R Gordon
Classification SA,HQW
Index # 20-36-(8 5)
Drainage Area 61,319 SF
1 41 Acres
Rational Cc (list C after each BUA)
1
1
1
% Impervious 60 0%
Cc 061
1 5 in
059
4524 CF
Pipe Size 1
Pipe Size 2
2
Feet
136
Feet
6
each
2564
0
Cubic Feet
26$4
Cubic Feet
18 850
0 000
SF
136
Feet
36
Feet
2
Feet
7200
000
SF
2891
0
CF
2691
CIF
Cubic Feet
0 28 CFS
1 3600 CFS
3264 34 CF <
8 75 Mean Sea Level
6 5 Mean Sea Level
10 75 Mean Sea Level
1 Cubic Feet Per Hour Per Sq Ft
4896 0 Square Feet
0.92 hours
Must be > Qr
5455 CF

NC DENR - DIVISON OF WATER
QUALITY
2B 0300
0312 WHITE OAK RIVER
BASIN
Classification
Name of Stream
Description
Class
Date
Index No
White Oak River Restricted
That portion of White Oak
SC
06/01/56
20-32
Area
River within an area bounded
by a line running in an
easterly direction from a
point below Foster Creek
to east end of Swansboro
Bridge (N C Hwy 24),
thus across bridge to west
end of bridge thus
running along shore line
to a point below Foster
Creek
Ward Creek
From source to White Oak
SC
06/01/56
20-33
River
Dennis Creek (Demkis Creek)
From source to White Oak
SC
06/01/56
20-34
River
Foster Creek
From source to White Oak
SC
06/01/56
20-35
River
Bogue Sound (Including
From Bogus Inlet (from a
SA,ORW
O1/01/90
20-36-0 5)
Intracoastal Waterway)
line running from the
eastern mouth of Bogue Inlet
to SR 1117 on the
mainland) to a line across
Bogue Sound from the
southwest side of mouth of
Gales Creek to Rock Point
Deer Creek
From source to Bogue Sound
SA,ORW
01/C1/90
20-36-1
Hunting Island Creek
From source to Bogue Sound
SA,HQW
06/Ol/56
20-36-2
Taylor Bay
Entire Bay
SA,ORW
01/01/90
20-36-3
Goose Creek
From source to Bogue Sound
SA,HQW
06/01/56
20-36-4
Sanders Creek
From source to Goose Creek
SA,HQW
06/01/56
20-36-4-1
Archer Creek (Piney Cr )
From source to Bogue Sound
SA ORW
01/01/90
20-36-5
Sanders Creek
From source to Bogue Sound
SA,ORW
O1/01/90
20-36-6
East Prong Sanders Cr
From source to Sanders Creek
SA,HQW
06/01/56
20-36-6-1
Sikes Branch
From source to East Prong
SA,HQW
06/O1/56
20-36-6-1-1
Sanders Creek
Broad Creek
From source to Bogue Sound
SA HQW
06/01/56
20-36-7
West Prong Broad Creek
From source to Broad Creek
SA,HQW
06/01/56
20-36-7-1
Hannah Branch
From source to West Prong
SA,HQW
06/01/56
20-36-7-1-1
Broad Creek
Sandy Branch
From source to Hannah Branch
SA,HQW
06/01/56
20-36-7-1-1-1
wolf Branch
From source to West Prong
SA,HQW
06/01/56
20-36-7-1-2
Broad Creek
East Prong Broad Creek
From source to Broad Creek
SA,HQW
C6/01/56
2C-36-7-2
Gales Creek
From source to Bogue Sound
SA,HQW
06/01/56
20-36-B
East Prong Gales Creek
From source to Gales Creek
SA,HQW
06/01/56
20-36-8-1
Bogue Sound (Including
From a line across Bogue
SA,HQW
06/01/56
20-36-(8 5)
Intracoastal Waterway to
Sound from the southwest
Beaufort Inlet)
side of mouth of Gales Creek
to Rock Point to Beaufort
Inlet
Jumping Run
From source to Hogue Sound
SA,HQW
06/01/56
20-36-9

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Map center is 340 41' 53"N, 760 47' 09"W (WGS84/NAD83)
Mansfield quadrangle M=-9 867
Projection is UTM Zone 18 NAD83 Datum G=-1 017
http Hwww topozone com/print asp9z=18&n=3841010 74646314&e=336434 002585026&s 2/6/2006

State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
SOSID 792822
Date Filed, 711 SI2005 9 07 00 AM
Elaine F Marshall
North Carolina Secretary of State
C200517400050
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 ]united liability company.
The name of the limited liability company is
BAGAR, LLC
2 If the limited liability company is to dissolve by a specific date, the latest date on which the
hmited liability company is to dissolve (If no date for dissolution is specified, there shall be no
limit on the duration of the limited liability company) none
The name and address of each person executing these articles of organisation is as follows
(State whether each person is executing these articles of organization in the capacity of a
member, organizer or both Note This document must be signed by all persons listed here),
Clyde C. Bailey, Jr. - Member It Organizer 2621 Sunset Ave. Rocky Mount
Garry C. Gardner - Member & Organizer NC 27804
301 East Fort Macon Road Atlantic Beach,NCw 28512
4 The street address and county of the initial registered office of the limited inability company is
Numberand Street 2621 Sunset Avenue
City, State, Zip Code Rocky Mount, NC 27804 County Nash
The mailing address, if different from the street address, of the initial registered office is
P.O. Box 7097, Rocky Mount NC 27804
6 The name of the initial registered agent is Clyde C. Bailey, Jr.
Principal office uiformation (Select either a orb)
a ® The limited liability company has a principal office
The street address and county of the principal office of the limited inability company is
Number and Street 2621 Sunset Avenue
City, State, zip CodeRbcFy unt County Nash
The mailing address, if d fferent front the street address, of the principal office of the corporation is
P.0 Box 7097, Rocky Mount NC 27804
b 0 The lunited Iiability company does not have a principal office

Check one of the following
�i) Member -managed LLC all members by virtue of their status as members shall be
managers of this limited liability company
(ii) Manager -managed LLC except as provided by N C G S Section 57C-3-20(a), the
members of this limited liability company shall not be managers by virtue of their status as
members
9 Any other provisions which the limited liability company elects to include are attached
10 These articles will be effective upon filing, unless a date and/or time is specified
This is the 19 t&y of May , 2005
Signature
Clyde C. Bailey, Jr.JUN@M
Type or Print Name and Title
Signature
"UNIVIR
Garry C. Gardner Mm
Type or Print Name & Title
NOTES
I Filing fee Is $125. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P O Box 29622 RALEIGH, NC 27626-0622
(Revised January 2002) (Form L-01)
Instructions for Filing

Llan 9 2006 10 48AM STROUD ENGINEERING P A
No 4885 P 2
INFILTRATION SITE VISIT REQUEST
Name of the Project Sea Brook Condominiums
Location (attach a clear vicinity map) Corner of Salter Path Rd and Oak Leaf Drive
Street address, SR number, community etc
Directions from the nearest major Intersection From the intersection of US Hwy 70 and
NC Hwy 24 take Hm 70 approx 3 miles Turn Right across the Atlantic Beach Bride Turn
Right on NC Hwy 58,_go approx 4 miles and project site is in your right
Owner/Applicant Name Gary Gardner, Sun Built Construction
Consultant Name Stroud Engineering P A Matt Montan e)
Consultant Contact Information
Existing ground elev. @basinitrench=
252-247-74.7.9 (Phone) 252-247-4098 (Fax)
mmontanye @`troudengtneer com
Phone, fax, email, etc
Bottom Elev. of infiltration basinitrench=
Existing ground minus bottom elev
Add 2'(max. bottom elevation)=
DatelTime of Soils Investigation
Summary/Comments
g&A '?d ,I
#1 #2 #3 #4 #5 #6
9 00' (approx)
8 50'
0 50'
2 50'
{2- zCV& 10 I -W
G1 � C+ "ts4 � mil. r e �-, 7Jp/° P
All proposed infiltration areas and existing, active utility lines located within the proposed basin/trench
must be marked and flagged If these areas are not flagged, the Soils Scientist reserves the right to
decline to do the investigation If the proposed infiltration system will be located in an area of existing
pavement and there is no open area nearby, equipment capable of breaking through the impervious
layer must be provided The soils investigation does not take the place of a sods report prepared by
an appropriate professional The Soils Scientist will only verify the soil conditions that are reported in
the Soils Report, and make a determination as to the suitability of the site to meet the infiltration
design requirements under NCAC 2H 1000, and assumes no liability should the system fail

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