SW8051108_HISTORICAL FILE_20060517

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �Srl`O�
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
D �l %
YYYYMMDD

State Stormwater Management Systems
Permit No SW8 051108
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Crawford Collins, White Oak River Road Investments, LLC
White Oak River Investments
Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H 1000 (hereafter referred to as the "stormwater rules')
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit
This permit shall be effective from the date of issuance until May 17, 2016, and shall be
subject to the following specified conditions and limitations
I. DESIGN STANDARDS
1 This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
2 This stormwater system has been approved for the management of stormwater
runoff as described in Section 16 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 49,773 square feet of
impervious area
3 The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans
4 All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans
5 The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system
Page 2 of 7

State Stormwater Management Systems
Permit No SW8 051108
6 The following design criteria have been provided in the wet detention pond and
must be maintained at design condition
a Drainage Area, 9cres
Onslte, ft
Offsite, ft2
b Total Impervious Surfaces, ft2
c Design Storm, inches
d Pond Depth, feet
e TSS removal efficiency
f Permanent Pool Elevation, FMSL
g Permanent Pool Surface Area, ft2
h Permitted Storage Volume, ft3
Temporary Storage Elevation, FMSL
I Controlling Orifice
k Permitted Forebay Volume, ft3
1 Receiving Stream/River Basin
m Stream Index Number
n Classification of Water Body
II. SCHEDULE OF COMPLIANCE
206
89,780
None
49,773
1
4
85% (vegetated filter required)
940
3,874
4,702
950
1"0 pipe
1,394
Little Northeast Creek 1 White Oak
19-16-2
"C, NSW"
1 The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface
2 During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
3 The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to
a Semiannual scheduled inspections (every 6 months)
b Sediment removal
c Mowing and revegetation of slopes and the vegetated filter
d Immediate repair of eroded areas
e Maintenance of all slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping
g Access to the outlet structure must be available at all times
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 051108
4 Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ The records will indicate the date,
activity, name of person performing the work and what actions were taken
5 Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria
a The fountain must draw its water from less than 2' below the permanent
pool surface
b Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond
c The falling water from the fountain must be centered in the pond, away
from the shoreline
d The maximum horsepower for a fountain in this pond is 118 horsepower
6 The facilities shall be constructed as shown on the approved plans This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data
7 Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation Any deviations from the
approved plans and specifications must be noted on the Certification A
modification may be required for those deviations
8 If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility
9 Access to the stormwater facilities shall be maintained via appropriate
easements at all times
10 The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below
a Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area or to the
drainage area
e Further subdivision, acquisition, lease or sale of all or part of the project
area The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Ian approval or a CAMA
Ma)or permit was sought
f Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
11 The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction
12 A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction
Page 4 of 7

State Stormwater Management Systems
Permit No SW8 051108
13 The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made
III GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate
The approval of this request will be considered on its merits and may or may not
be approved The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request
2 Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215 6A to 143-215 6C
3 The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction
4 In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
5 The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility
6 The permit may be modified, revoked and reissued or terminated for cause The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition
7 Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
8 Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
9 The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days
Permit issued this the 17t' day of May, 2006
NOR CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
5"
for Alan W Klimek,Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

�„NGIN(=(=RING • /LJ F��/�YING • PL%.fV IV IfVG • L% NCa/C% P� % RCh-11T�CTUR�
TRANSMITTAL COVER SHEET
10
Paul T Bartlett,147.
NCDENR-DWQ
127 Cardinal Drive Extension
Wilmington, NC 28405
910-796-7301
Y NDLR
Brian T Solt7
IIROJI ( I NAM1
BB& 1 — Cedar Point, NC SW8 051109
DA I I
6/13/06
PROJI ( l NUNIIII It
BBT-0304
I21OVIRNIGIrl ❑111GUI Alt MAII ❑IIANDDIJIV[ R ❑I1011)1ORIII( KU11
COPLI S DA11 DI ~(RillI[ON
1 Designer's Certification (original)
NOII S/(OKIMl NIS
Please call if you have any questions
Ranks, Brian
FKE-7c--1FF,T*-1;rp14.D
;SUN Ruud
7�01 C�I��I�/"�OOI� t�Of1p fU1T� 10� �f�L�IGI-I NC 2��1�
t-'1-IOIVL!- �1-c�)-cf5 --::1g-(�-51E�-1 F--i".X J1-C�D-ct> -�1cl�>----37�J7
Ir,

Ll
M
-Oceanside 3
Engineering & Surveying
639 Deer Creek Drive, Cape Carteret, NC 28684 Phone [phone] Fax [phone]
2 OCTOBER 2005 (REVISED 23 MARCH 2O06)
WET POND REQUIREMENTS
DRAINAGE AREA = ACRES I SF 2 061 ACRES189,780 SQUARE FEET
EXISTING AND PROPOSED IMPERVIOUS AREA IN SQUARE FEET.
EXISTING ON -SITE BUILDINGS =
6,741 SF
EXISTING SIDEWALKS =
433 SF
EXISTING ON -SITE STREETS AND PARKING=
38,599 SF
PROPOSED NEW BUILDINGS -
4,000 SF
PROPOSED NEW STREETS AND STORAGE =
0 SF
TOTAL IMPERVIOUS AREA = 49,773 SF
PERCENT IMPERVIOUS (1) - 49,773/89,780 = 0 55439
THEREFORE USE = 60 %
POOL DEPTH = 4.0'
TSS = 85% (Therefore filter is required)
SA/DA % = USING 60% AND 4' DEPTH 3 8% = (0 0380)
MINIMUM REQUIRED SURFACE AREA AT PERMANENT POOL ELEVATION OF
94 00 (ASSUMED ELEVATION BASED ON SET TEMP BEMCH MARK OF 100.00)
= 0 0380 x 2 061 ACRES = 0 078318 ACRES = 3412 REQUIRED SQUARE FEET
MINIMUM REQUIRED VOLUME OF TEMPORARY POOL
(Simple Method -preferred by DWQ)
Rv = 0.05 + 0 009 ( 60 ) = 0.59
VOLUME = 0" 1 12 inlft ) x 0 59 x 2.061 x 43,560 SF/ACRE = 4,414 CUBIC FEET
Flays 1 O� 5

TOTAL BASIN SIZE
ELEVATION
IN FT
AREA IN
SF
AVERAGE
AREA IN SF
DEPTH IN
FEET
SUB -TOTAL
STORAGE
IN CF
TOTAL
STORAGE
IN CF
90
566
0
0
693
1
693
693
91
820
1 021
1
1,020
1,714
92
1,221
1,461
1
1,461
3,175
93
1,701
2,133
1
2,133
5,308
94
2,565
TEMP POOL
DEPTH=i 00'
94
3,874
4,702
100
4,702
4,702
9500
5,530
TIay€ 2 o� 5

NOTE, THE ABOVE DATA ARE ABSOLUTE VALUES TAKEN FROM 3-D COMPUTER DRAWINGS
FOREBAY DATA
ELEVATION
IN FT
AREA IN
SF
AVERAGE
AREA IN SF
DEPTH IN
FEET
SUB -TOTAL
STORAGE
IN CF
TOTAL
STORAGE
IN CF
9233
399
564
066
376
376
93
728
1018
1
1018
1394
94
1,309
IIayE 3 o� 5

FOREBAY DATA
TOTAL BASIN VOLUME RFEQUIRED = 4,414 CUBIC FEET
FOREBAY VOLUME REQUIRED = 20% THEREFORE
0 2 (4,414) = 883 CUBIC FEET REQUIRED
ACTUAL FOREBAY VOLUME = 1,394 CUBIC FEET THEREFORE OK
NOTE, THE ABOVE DATA ARE ABSOLUTE VALUES TAKEN FROM 3-D COMPUTER
DRAWINGS
PERM POOL CALCULATIONS
SURFACE AREA PROVIDED FOR PP = 3874 SQUARE FEET WHICH IS GREATER THAN
REQUIRED 3,412 SQUARE FEET AT ELEVATION OF 94 00'
(AREA AND VOLUME TAKEN FROM COMPUTER MODELING)
TEMP POOL CALCULATIONS
(MINIMUM REQUIRED VOLUME OF TEMPORARY POOL)
NEED AT LEAST 4,414 CUBIC FEET
SURFACE AREA @ EL 94 00=3874 SF, SURFACE AREA @ EL 95 00=5530 SF
(USING COMPUTER MODELING DATA) CUBIC FEET OF STORAGE
[(3874+55300121 - 1' DEEP = 4,702 CUBIC FEET
SET ELEVATION OF TEMPORARY POOL @ = 95 00'
SURFACE AREA OBTAINED FROM COMPUTER MODELING EQUALS
5,530 SQUARE FEET @ ELEVATION OF 95 00'
TOTAL VOLUME PROVIDED ABOVE PERM POOL = 4,702 CUBIC FEET WHICH IS GREATER THAN
THE REQUIRED AMOUNT OF 4,414 CUBIC FEET
Ilaye 4 o� 5

ORIFICE SIZING
AREA OF 3/4" CIRCULAR ORIFICE = 0 0030679
AREA OF 1" CIRCULAR ORIFICE = 0 005454 FT
AREA OF 1 5" CIRCULAR ORIFICE = 0 012272 FT
AREA OF 2" CIRCULAR ORIFICE = 0 021817 FT
AREA OF 2 25" CIRCULAR ORIFICE = 0 027612 FT
AREA OF 2 5" CIRCULAR ORIFICE = 0 034088 FT2
USE REQUIRED VOLUME OF TEMP POOL, NOT ACTUAL VOLUME
(USE 4,414 CF)
Q20AY = 4,414-172800 (SECONDS FOR 2 DAY PERIOD) = 0 025544 CFS
(Flow rate required for a 2 day draw down)
QSDAY = 4,414 - 432000 (SECONDS FOR 5 DAY PERIOD) = 0 0102176 CFS
(Flow rate required for a 5 day draw down)
CHOOSE A 1 00" CIRCULAR ORIFICE
HEAD ='/2 THE DEPTH OF TEMP POOL OF (1 00 FEET) OR (0 50 FEET)
COEFFICIENT USED FOR ORIFICE ENTRANCE = 0 63
EQUATION USED Q = C* A (2GH)' Q= 0 63*0 005454*(2*32 2*0 50) "' = 0 0194977 CFS
TWO DAY DRAW DOWN > VOLUME THROUGH ORIFICE > FIVE DAY DRAW DOWN
0=0 0194977 CFS 0 025544>0 0194977>0 0102176) THEREFORE OK
THEREFORE USE 1.00" ORIFICE

tlRR-2-2006 09 18A FROM COLLINS 9107132250 TO 12523938607
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id 2i111690559
County 0401cl U S.0 S Quad Kellum
NOTIFICATION OF JUMISDICTIONAL DETERMINATION
Property Owner t d Inytitnignts Agent i man J C-arijillilne
Address Qttn, Crawford C RIJ1Us attn. Haywood Pittman
1725 yKhllc Qahe ud 173-1 Grepory Pork Roast
ll�pvsv111e. PVC 3$5S8 ftichlaitds. NC 2BS74
Telephone No 21g 7d3.OQ21 910.324.2892
Property description
Size (acres) 1.0 Neareat Town RIUIX Gram
Nearest Waterway 61glc fslorthcast Creek River Basin it
USGS HUC o30?Q302 Coordinatas N 334 TV$ W 77.3316
Location description
LJttic Northcast,grcok. On0owCau9L
rndictiu to Which 0 the Fol oM1nQ Apply:
A. Preliminary Determination
P 1
_ Bawd on preliminary information, there may be wetlands on the abovo dowribcd property We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) junsdicoon To be wnsidered rinal, a
jurisdictional demrminadon must be verified by the Corps Thta pralimlowT detarinination is not an allpeelable action
under the Regulatory Program Administrative Appeal Process (Refcrcni,c 33 CFR Part 331)
B. Approved Determination
There arc Navigable Waters of the United States within the above described property subject to the permit requrremonts of
Section 10 of the Rivers and harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification
js 71sere are waters on the above described property subject lathe permit requirements of Section 40 of the Clean Water Act
(CWA)(33 USC $ 1344) Unless there is a change in the law or our published regulations, Ibis determination may be
relied upon for a period not to exceed five years from the date of this notification
We strongly suggest you have the wetlands on your property dthat atcd Dun to the sue of your property andlur our
presaat workload, the Corps may not be able to accomplish this wegand delineation in a timely manner For a more timely
delineation, you may wish to obtain a consultant. To be corwidured lutul, uny dciutautiun inust be verified by ilse Cbrpe
21 The waters on your property have been delineated and the delineation has been venfiod by the Corps We strongly
suggest you have this delineation surveyed Upon compleuQn, this survoy should bo reviewed and vcriflcd by the Carps
Once verified, this sunray will provide an accurate depiction of art Hirai subject to CWA juritidiction on your prupel ly
which, provided there Is no change in the low or our published regulations, may be relied upon for a period not to cxceW
five years
_ The wetlands hove been delincatod and surveyed and are accurately depicted on the plot +signed by the Corps
RegulatoryOJTciel identified below on Unless there tea change in the law or our published regulations, this
delcrmination may be relied upon for a period not to excaed five years from the data of this notification.
There are no waters of the U S , to include wetlnndA, present on the above described property which are subject to the
Parma rcqutroments of Section 404 of the Clean Water Act (33 USC 1344) Unless there is a change in the low or our
published regulations, this determination may be relied upon for a period not to exceed five years fmm the date of this
notification
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(LAMA) You should contact the Division of Coastal Management in Wilmington at 910.796-7215 to detenwe their
requirements
Pnge I of 2

MAR-2-2006 09 18A FROM COLLINS 9107432250 TO 12523938607
P 2
Action ID 200600559
Placement of dredged or fill material within waters of the US iind/or wetlands withnut it nepartment of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC $ 1311) ff you have Any que-Wong regarding this
detenwation and/or the Corps regulatory program, please contact Hgog Shg r at 9l n-241.4611
C. Basis For Determination
The sublert_tygterbody exhlbituan Ordinary HIgh,Woo[ Mark -And JoAm-unnalned tributury to LItj1 j Northeatt Cr k.
a nttvleable water of the US,
D. Remarks
the site ffjj .trilled In the geldwith�tyood Pillmon og�bruary 22, 200. The only lurisdlttipgal[paturanoted
thin thrreviewed area, whlchJllg1}Ided thl t grpere fncllity comaiex, was the trtbntary ruwaing dawn the cast side of
the nrooerty. There woo_na_rloarian wctlan0s along the tdbntary•
E. Appeals Safonuation (This information applies only to epps oved Jurisdictional determluationa as indicated In
s. above)
This correspondence constitutes an apprvvad Jursdretional determinabon for the abovo deaeribcd alto If you ob3oct to this
determination, you may request an admmistrutive appeal under Corps regulations at 33 CFR part 331 Enclosed you will find a
Notiflcatfon of Appeal process (NAP) flint 1,11100L and request for appeal (KFA) form If you request to appeal this
determination you must submit a eamplated RFA form to the South Atlanbc Division, Division Of ice at the Following
address
Mr Michael F Bell, Administrative Appeal Review Otliucr
CESAD-ET-CO-It
U S Amy Corps of Engineers, South Adanbr. Division
60 Forsyth Street, Room 9M 15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must detemonc that it Is wiriplete, that it meets the cntcna for
appeal under 33 CPR part 331 3, and that it has been received by the Division Office within 60 days of the date of the NAP
Should you decide to submit an RFA form, it must bo received at the above aildma by Alaril JZ. 2221
'•It rs not necessary to submit an RFA tbrm to the Division Office if you do not obiuct to the datemdriation ii this
correspondence ••
Corps Regulatory Official-
Date February 27. 206 8xpirution Dulo February ".1010
Copy ftimished
Janet Russell, NC Division of Land Resowr4a, Land Quality 3ci.Itun 127 Cardinal Drive E'xtcnsion Wilmington, NC 28405
Page 2 of 2

MAR-2-2006 09 19A FROM COLLINS 9107432250 TO 12523938607 P 3
NOTIFICATION OF ADWNISTRt tTIVE APPEAL O.PTIONS'AND PROCESS AND
REQUEST FOR APPEAL.--,.......�
Applicant: White Oak River Road
7�ber 200500559
Date. 2177/2006
Investments
Attached is.
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of
A
errmssion
PROFFERED PERMIT Standard Permit or Letter ofpermission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
L•
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above
decision Additional information may be found at h in t/ftiti or
Com regulations at 33 CFR Part 331.
A' LHMAL PROFFERED PERMIT. You may accept or objvd to the pertalt.
• ACCEPT If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authanzation If you received a Letter of Permission (LOP), you may accept the LOP and your work is authonzed Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety. and waive all rights to appeal the
pemit, including its terms and conditions, and approved jurisdictional determinations associated with the permit
o OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you
may inquest that the permit be modified accordingly You must complete Section II of this form and return
the form to the district engineer Your objections must be received by the district engineer within 60 days of
the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your
letter, the district engineer will evaluate your objections and may- (a) modify the permit to address all of your
concerns, (b) modify the permit to address some of your objochons, or (c) not modify the permit having
determined that the permit should be issued as previously written After evaluating your objections, the
district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below
B PROFFERED PEWIT- You may accept or appeal the permit
+ ACCEPT. if you received a Standard Permit, you may sign the pemut document and return it to the district engineer for final
authorization if you received a Lottar of Pormission (LOP), you shay accept the LOP and Your work is outhonxed Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all nghts to appeal the
pertnit, mcluduig its terms and conditions, and approved jurisdictional determinations associated with the permit.
a APPEAL If you choose to decline the proffered pernut (Standard or LOP) because of certain terms and
conditions therein, you may appeal the declined pemut under the Corps of Engineers Administrative Appeal
Process by completing Section II of this form and sending the form to the division engineer. This form must
be received by the division engineer within 60 days of the date of this notice
C• PERNIT DENIAL' You may appeal the denial of a permit under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer This foam
must be received by the division engineer within 60 days of the date of this notice

wAr�RQc
v
Michael F Easley, Governor
William G Ross, Jr, Secretary
North Carolina Department of Environment and Natural Resources
Alan W Klimek, P E Director
Division of Water Quality
FAX COVER SHEET
Date January 11, 2006
To Joseph F Dunnehoo
Company Oceanside Engineering
FAX. [phone]
No of Pages
From Rhonda Hall
Water Quality Section Stormwater
Fax # [phone]
Phone # [phone]
DWQ Stormwater Project Number. SW8 051108
Project Name. White Oak River Investments
MESSAGE:
Joseph
The Wilmington Regional Office received a Stormwater Management Permit Application for
White Oak River Investments on November 2, 2005 A preliminary review of that Information
has determined that the application is not complete The following information is needed to
continued the stormwater review
Please erasure that the required forebay volume is being provided The forebay should
be designed to hold approximately 20% of the permanent pool volume The
calculations appear to indicate that the forebay was designed to hold approximately
20% of the temporary pool volume versus the permanent pool volume After reviewing
my comments if you determine that additional volume is required in the forebay, please
consider increasing the depth of the forebay
2 Please either delineate all wetlands on site, disturbed or undisturbed, or note on the
plans that none exist
ENBlrbh SIWQSISTORMWATIADDINF0120061051108 jan06
North Carolina Division of Water quality 127 Cardinal Drive Extension Phone [phone] Customer Services-877-623-6748
Wilmington Regional Office Wilmington NC 28405 3845 FAX [phone] Internet h2o enr state nc us
lP�o'�`nCarol ma
�vatrrra!!r�
An Equal Opportunity/Affirmable Action Employer— 50% Recycled/10% Post Consumer Paper

u7/—:r/cuUj 1u '" 71045J45/y UNSL_OW COUNTY TAX PAGE 01
eux 146�PoE 3 o 7
Prepared by Lanier & Fountainrill
I
I
THIS DOCUMENT PRESENTED TO
THE ONS OW OUNTY1OFFICE
DATE ' ' � tF CLERK �
Mille Ter a ilp
Iy_ ae.t em ■
Tax Lot No Parcel Identifier No
Vanfied by County an the day of ^ — 18_
by
Mail after recording to CravAurd Collins 270E White Oak River Rood Maysville NC 28505
This Instrument was prepared by Lanier 8 Fountain 114 Old Brldoa Strost Jacksonville NC 29640
Brief Descnpuon for the index Lot 3 Boundry Survey & Division for Ann
E Hall 6 Barbata A Hansen
NORTH CAROLINA GENERAL WARRANTY DEED
OE60 modo December 15 1989 by and
13RANTOR
CRAWFORD COLLINS
and wife
SUSAN 0 COLLINS
2705 While Oak River Road
Meyavals NC 28555
4t7., -\,
v:z r
(MM In Anne."► Li.►li Im ►Asn arts r n►.n. MMev ene 1 •eCref•te"► pvHC"M el enalr • 0 OWO►i.ew� ee Oenn.,di� `� I w 90
The designation Grantor and Crrantso as used harem shall include sold parties their heirs successors and ass�gna enej
shall MClude singular pll)rai, masculine feminine or neuter as (eauired by context
WITNESSE7H that the Grantor, for a valuable coneideranon paid by the Grantee the receipt Of which is hereby
acknowledged has and by theta presents does grant bargain sail and convey unto the Geentea in fire simple, all that
certain lot Or parcel of land actuated in White Oak Township OnsIOW County North Carolina and more parliculsr)y
deac'lbad as follows
BEIN13 all of Lot 3 as shown on that certain plat anttded Boundry Survey and Division for Ann E Hall and Barbara A
Hansen White Oak Township Onaiaw County NC and recorded in Map gook 30 Page 44 Onslow County Registry
ii C fa Mbi 4�n H. 7 • f a7i
r r.Y Yn /w.►w.M .. V u. • r e. AA..i
I ee)
GRANTEE
WHITE OAK RIVER ROAD INVESTMENTS LLC
2703 White Oak River Road
Maysville, NC 29655
9j°-'7Y3-oo91
G

Directions to Project
Start at center of Swansboro, NC
Travel west on NC 24, towards Jacksonville, NC, approximately 12 miles to intersection
of Piney Green Road (NCSR 1406), turn right
Travel on Piney Green Road approximately 3 miles, site is on the left

t%
Page I of I
North Carolina
Elaine F. Marshall DEPARTENTOF THE
Secretary SECRETARYOFSTATE
Corporations
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PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date 11/4/2005
Click here to
View Document Filings I
mr'Print apre-populated Annual Report Form I File an Annual Report I
Corporation Names
Name Name Type
NC WHITE OAK RIVER Legal
ROAD INVESTMENTS, LLC
Limited Liability Company Information
sosio
0410394
FID:
562000718
Status
Current -Active
Date Formed
11/8/1996
Citizenship
Domestic
State of Inc
NC
Duration
NOV 2021
Registered Agent
Agent Name
Registered Office Address
Registered Mailing
Address
Principal Office Address
Principal Mailing Address
Collins, E Crawford
2705 White Oak River Rd
Maysville NC 28555
2705 White Oak River Rd
Maysville INC 28555
2705 White Oak River Rd
Maysville NC 28555
2705 White Oak River Rd
Maysville NC 28555
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster
http //www secretary state nc us/Corporations/Corp aspx?PitemId=4807865
11 /4/2005

STATE OF NORTH CAROLINA
ANNUAL REPORT-I.LC
INCLUDE $200 00 FILING FEE
PAYABLE TO N C. SECRETARY
OF STATE
I
LLC I D-0 4 1 0 3 9 4
FILING NO -A 0 0 1
stm OF oRQ11iILA1'ION- 1C
1 '�RMSTERED AGENT i REOISTE.M OFFICE MULING ADDRESS
NRITN OAK ArM MAD INVs =, LLC
I CBNwram CO T-=
l 2105 WE= OAK RXVZR BD
ApTBVILL*, NC 28369
2 ;STREET ADDRESS OF REGISTERED OFFICE
2705 WZX= OAK RZVM BD
VlLr 'ZLL1, VC 20335
��InAaaAr
I
k
am= p
REPORT pUE P 029�47
Nd2~�A�a-xs'-sa+lc9c
I
DAT'F. OF ORGANIZATION-11-09-1994
ENTER AGENT NAME r. WaLIN0 ADDREs9 CHANGE m m -
110350 FEB 11'97
ENTER STREET ADDRESS CHANGE RIM -
3 IF REGISTERED AGENT CHANGED, SIGNATURE OF NEW AGENT
4. ENTER PRINCIPAL OFFICE ADDRESS HERE - � / - ' WI
ADDR-�]�q[J7 k4 IC.
IT�c Q13le kti4��r/
f' CITY- W yS Y, (i a ST- [`�� L'IP-
5 ENTER FEDERAL EMPLOYER ID NUMBER HERE- [
NUMB- 5 � " o1C C
6 ENTER NAME, AND BUSINESS ADDRESS OF MANAGERS HERE-
NAl�- F_ C"m FCC CULL! f4s ADDR- 9! c 5 (LW irc­ (p R Mc- C kd
CITY- /ii4�SJcl{t sx-!�C zIP-,M55")
ADnR-
CITY- ST- zIP-
NAB- ADDR-
CITY- ST- ZIP- -
NAA4Z- ADDR-
CITY- ST- zIP-
7 BRIEFLY DESCRIBE THE NATURE OF TEE BUSINESS- f}PAiC-rffi C-rJr Q&Y(-rA PxvTIrA-L. 6-rceA4 6 OULu)/n�ka.S
1ASI73 OLX RxVZR RO" INVE&' nTB, LLC
I �
c 1
B ' DATE- a11 SIGNED-
I
Nam- _urn _ Cca�L1n,s
:m og PNDR NA�R
This form should be returned by the DUE DATE shown above with a check for $200 00 to SECRETARY
OF STATE, ANNUAL REPORT SECTION, POST OFFICE 29525, RALEIGH NC 27626-0525

l
MPAR
xF LIMITED LIABILITY COMPANY
f ANNUAL REPORT
` c
NAME OF LIMITED LIABILITY COMPANY White Oak River Road Investments, LLC
STATE OF INCORPORATION NC
SECRETARY OF STATE L L C ID NUMBER 0410394
NATURE OF BUSINESS Apartment Rentals/rental Storage Buildings
REGISTERED AGENT Collins, E Crawford
REGISTERED OFFICE MAILING ADDRESS
REGISTERED OFFICE STREET ADDRESS
2705 White Oak River Rd
Maysville, NC 28555
SOSID 0410394
Date Filed 3/7/2005 3 18 PM
Elaine F Marshall
North Carolina Secretary of State
FEDERAL EMPLOYER ID NUMBER 562000718
2705 White Oak River Rd
Maysville, NC 28555 County Onslow
PRINCIPAL OFFICE TELEPHONE NUMBER [phone]
PRINCIPAL OFFICE MAILING ADDRESS 2705 White Oak River Rd
Maysville, NC 28555
PRINCIPAL OFFICE STREET ADDRESS 2705 White Oak River Rd
Maysville, NC 28555
MANAGERS/MEMBERS/ORGANIZERS
E Crawford Collins
Title Manager
2705 White Oak River Rd
Maysville, NC 28555
Susan O Collins
Title Partner
2705 White Oak River Rd
Maysville, NC 28555
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
E Crawford Collins
FORM MUST BE SIGNED BY A MANAGEWMF.MBER
E Crawford Collins
3/6/2005
DATE
Manager/Member
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE E Paid Secretary of Stale • Corporations Division Post Office Box 29525 • Raleigh NC 27626-0525

r
1
M
Y
--OBeans de
Engineering & Surveying
539 Deer Creek Drive, Cape Carteret, NC 28584 Phone [phone] Fax [phone]
19 OCTOBER 2005
WHITE OAK RIVER ROAD INVESTIMENTS
REFERENCE STORM WATER MANAGEMENT
CON'T III PROJECT INFORMATION
1 Detail narrative of storm water management
This site has been graded There is one (1) entrances to this site The
construction of the new proposed building will not interrupt the natural flow of the runoff
Drainage ways will be cut into the existing gravel driveways to force the runoff to
the sediment basin/pond The runoff from the roof drains must be directed to the
sedimentation basin/pond
The existing storm drain from the road side ditch empties into a depression
(points 4 and 5) on site From there the pipe continues under the driveway and
parking area of this site There is a bend with an area inlet (points 2 and 3) From
this point the pipe continues into an existing ditch on edge of property
The length to width ratio of the sedimentation basin is 221 feet long by 70 feet
wide (3 1) which equals the required length width ratio of (3 1)
The runoff from this site will be held in the basin/pond for at least two (2) days
but no more than five (5) days This will be accomplished by using an one (1") inch
orifice The runoff from the site then pass on into the twelve (12") inch pipe where it
drains out of the basin/pond The runoff then enters an existing ditch and travels to
LITTLE NORTHEAST CREEK.
Ni�lw
�0, wef defe�h�
RECEIVED
• NOV 0 2 2005
DWQ
61ioj # 1

WHITE OAK RIVER BASIN
Name of Stream Subbasin Stream Index Number Map Number Class
Holston Creek
WOK01
20-12
H30SW6
C
Hoop Pole Creek
WOK03
20-36-12
I31NE6
SA,HQW
Horse Island Creek
WOK05
21-35-7-16-1
H33SW9
SA,HQW
Horse Swamp
WOK02
19-16-2-1
I29NE3
C NSW
Horsepen Creek
WOK05
21-35-7-5
H33SE1
SA,HQW
Horsepen Creek
WOK05
21-35-7-28
I33NW2
SA,ORW
Howard Bay
WOK02
19-41-1
129SE4
SA,HQW
Howland Creek
WOK04
21-35-7-22-5
H33SW4
SA,ORW
Huffmans Branch
WOK02
19-5-1
H29SW2
C,NSW
Hull. Swamp
WOK03
21-15
I31NE1
C
Hunters Creek (Great Lake)
WOK01
20-17
H30SE3
C
Hunting Island Creek
WOK03
20-36-2
I30NE5
SA,HQW
Intracoastal Waterway
WOK02
19-39-0 5)
J29NW2
SA,ORW
Intracoastal Waterway
WOK02
19-39-(3 5!
I29SW9
SA,HQW
Intracoastal Waterway
WOK01
19-41-(0 5}
129SE4
SA,HQW
Intracoastal Waterway
WOK02
19-41-(0 5)
I29SE4
SA,HQW
Intracoastal Waterway
WOK01
19-41-(14 5)
I30NWB
SA,ORW
Intracoastal Waterway
WOK01
19-41-(15 5)
I30NW9
SA,HQW
Intracoastal Waterway
WOK03
19-41-(15 5)
I30NW9
SA,HQW
Iron Creek
WOK05
21-35-7-36
I33NW4
SA,ORW
Janes Creek
WOK04
21-35-1-12-4
I32NE2
SA,HQW
Jarrett Bay
WOK04
21-35-7-22
H33SW7
SA,ORW
Jasons Branch
WOK03
21-3-5
H31SW8
C
Jenkins Swamp
WOK02
19-4-4
H28NE5
C,NSW
Johnson Bay
WOK05
21-35-5
I32NEB
SA,ORW
Johnson Creek
WOK05
21-35-7-20
I33NW2
SA,HQW
Jump Run
WOK04
21-35-7-23
H32SE9
SA,ORW
Jumping Run
WOK02
19-24-1
I29NEB
SC,NSW
Jumping Run
WOK03
20-36-9
I31NW3
SA,HQW
,juniper Branch
WOK03
21-3-3
H31SW7
C
Juniper Swamp
NEU11
19-4-1
H29NW4
C,NSW
Juniper Swamp
WOK02
19-4-1
H29NW4
C,NSW
Laurel Branch
WOK03
21-11-1
H31SE7
C
Lewis Creek
WOK02
19-19
I29NWB
SC,HQW NSW
Lewis Creek
WOK04
21-35-7-10-6
H33SW3
SA HQW
Lewis Creek
WOK05
21-35-7-29
133NWI
SA,ORW
Lighthouse Bay
WOK05
21-35-7-37
I32NE9
SA,ORW
Little Creek
WOK02
19-8 5
H29SWB
SC,NSW
Little Creek
WOK03
21-21
H32SW7
SA,HQW
Little Creek Swamp
WOK03
21-18
H31SE9
SA,HQW
Little Deep Creek
WOK03
21-11-2
H31SE7
C
Little Northeast Creek
WOK02
19-16-2
H29SE8
C,NSW
Little Port Branch
WOK04
21-35-7-2
H33NE7
SC
Little Ramhorn Branch
WOK03
21-4-1
H31SW6
C
Little Run
WOK03
21-2-1
H31SW5
C
Lodge Creek
WOK03
21-14
H31SEB
C
Lynch Creek
WOK04
21-35-1-4
H32SW9
SA,HQW
Main Prong
WOK03
21-16-1
H31SE5
C
Mairey Branch
WOK03
21-3-1
H31SW7
C
Margaret Branch
WOK02
19-4-3
H29NW9
C,NSW
Maria Creek
WOK04
21-35-7-13-1
H33SW2
SA,ORW
Meadows Branch
WOK03
21-5
H31SW9
C
Middens Creek
WOK04
21-35-7-24
H32SE9
SA,HQW
Mile Hammock Bay
WOK02
19-41-2
I29SE5
SA,HQW
Mill Creek
WOK02
19-9
H29SW8
SC,NSW
Mill Creek
WOK02
19-30-1
I29NW8
SA,HQW
Mill Creek
WOK02
19-39-3-1
I29SWB
SA,HQW
Mill Creek
WOK01
19-41-11-1
I30NW7
SA,HQW
Page 4 of 7