SW8000317_HISTORICAL FILE_20040920

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW d(lu3I ✓I
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

[Fwd: Moosehaven Business Park]
Subject: [Fwd: Moosehaven Business Park]
From: Linda Lewis <[e-mail]>
Date: Mon, 20 Sep 2004 12:11:15 -0400
To: John Pierce <[e-mail]>
CC: Dave Newsom <crystal coasteng@bi zec.rr.com>
John:
In addition to my previous email, please also provide a copy of the recorded deed
restrictions.
Linda
Subject: Moosehaven Business Park
From: Linda Lewis <[e-mail]>
0
Date: Mon, 20 Sep 2004 11:08:06 -0400
To: John Pierce <[e-mail]>
CC: Dave Newsom J<[e-mail]>
John:
I received an offsite application for the Texas Roadhouse Restaurant, Lot 2 in the
recently permitted Moosehaven Business Park.
Due to recent compliance problems at a few of your other projects, I am unable to
issue the Texas Roadhouse permit until the Moosehaven pond is certified as being
complete and operational. This includes.stable and grassed 3:1 side slopes, planted
wetlands shelf, and a functioning outlet structure with correct elevations and
orifice.
Please forward the completed designer's certification for SW8 044317Mod. as soon as
possible to continue the review of the Texas Roadhouse permit application-.
Linda
t�J
Content -Type: message/rfc822
Moosehaven Business Park
Content -Encoding: 7bit
1 of 1 10/4/2004 3:50 PM

RECEIVED
Design Calculations
AL Stormwater Treatment Facilities JUL 200
148 for DWQ
x ' Moosehaven Property Owners Association PROD # SW _90CXa3f? NOQ
�•!�' �,�`' ~ (Business Park at US 17 at Moosehaven Road)
K. N located in
l 1 l ll�l��t`,}`
-7 j 1� 0a Jacksonville, N.0
1. PROJECT LDESCRIPTION
The Project consist of a proposed mixed use business park consisting of 5.00 Acres
2. COMPUTE POND AREA REQUIRED
a. Compute Percent Impervious:
Impervious Areas
On -Site Buildings
On -Site Streets
On -Site Parking
On -Site Sidewalks
Other (reserve)
Off -site
Total
Total Area Drainage to Pond:
Percent Impervious =
b. Compute Pond Surface Area
0.812 or
Proposed
0 177,881
81.2 %
Total
70,729 SF
0 SF
94,161 SF
7,804 SF
2,988
2,199
177,881 SF
219f007 SF
Using Surface Area to Drainage Area Ratio Chart for 90% TSS Removal (copy attached) and
assuming 6 foot pond depth:
4.67r2 % (interpolated)
Therefore:
Surface Area = SAIDA x Drainage Area
= 10,232 SF say SF
c. Compute Minimum Pond Dimensions

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Assume rectangular shape with 3:1 Length (L) to Width (W) Ratio:
Length = 178.89 feet
Width = 59,63 feet
Site conditions, however, dictate irregular shaped pond:
Hydr. Length = ' ' k2;1ff.3�feet
so, Hydr. Width 49.1 feet (avg)
Actual L/W = 4.4 (irregular shape)
3. DETERMINE VOLUME TO BE CONTROLLED FROM 1" STORM
Using Schuler "Simple Method":
Rv = 0.05 + 0.009(I) where I = percent impervious
Rv = 0.781 in/in
Control Volume = Design Rainfall x Rv x Drainage Area
Control Volume = 14,254 CF
4. DETERMINE REQUIRED STORAGE DEPTH
Assume: 3:1 side slopes
solving for depth (d) by trial & error:
d = 1.25
5. DETERMINE ORIFICE SIZE
say 1y4!500 CF
Control Volume must be drawn down over a 2 day - 5 day period.
Using orifice equation, solve for Diameter (D) that results in 3-1/2 day period:
D = (Q / 0.026 (h)-)-5
Where: Q = (Control Volume / 3.5 days x 86,400 sec/day)
= 0.048 cfs
h= d / 2
= 0.63
Solving for D:
D = 1.53 Use 1.50 " pipe
Actual Drawdown with actual drawdown pipe diameter (using orifice equation):

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1 c .�._

Q= 0.046 cfs
Draw Down Period = 3.63 days OK, < 5.0
6. SELECT OUTLET STRUCTURE DIAMETER
Size outlet structure such that depth of Q10 flow <1.0 feet:
Using Rational Formula (Q=CIA) where:
Cimper = 0.85
Cpery = 0.2
Ccum = 0.8
110 = 7.50 inlhr
A = 5.03 ac
Q10 = 30.17 cfs
Assuming 112 circumference is used as weir and using
Francis Formula (Q=3.33LH"s) to solve for L such that H = 1.0:
L = 9.06 Feet
Use 60 inch diameter outlet structure
7. DETERMINE Q10 STAGE
010 = 30.17 cfs
Using Francis Formula (Q=3.33LH''S solve for H:
H10 = 1.10 feet
8. DETERMINE Q100 STAGE (ELEV. OF EMERGENCY SPILLWAY)
Using Rational Formula (Q=CIA) where:
Ccum = 0.80
1100 = 9.50 inthr
A = 5.03 ac
Q100 = 38.21
Using Francis Formula (Q=3.33LH'-5) solve for H:
H100 = 1.29 feet
9. DETERMINE Q100 STAGE OVER EMERGENCY SPILLWAY (TOP BERM ELEV.)
Assume primary spillway blocked (i.e., emergency spillway to accommodate Q100)

Emergency spillway shall be a broad crested earthem weir designed to pass 100 year storm.
Using broad crested weir equation H = (QICw x L)2"3
where: Q = Q100 38.21 cfs
Cw = 3.0
Length = 25 feet
H = 0.64 feet
10. FOREBAY SIZING
Compute Actual Pond Volumes (using average end method):
Main Bay Volume:
Pond Bottom
Bottom Veg Shelf
Normal Pond
Main Bay Volume =
Forebay Volume:
Pond Bottom
Normal Pond
Forebay Volume =
Total Pond Volume =
Forebay Volume equates to
Avg
Incr.
Incr.
Cum.
Elevation Area SF
Area SF
Depth (FT)
Vol (CF)
Vol (CF)
31.00 1,663
35.33 4,576
3,120
4.33
13,507
13,507
37.00 8,808
6,692
1.67
11,176
24,683
24,683 CF
Elevation Area SF Area SF Depth (FT) Vol (CF) Vol CF
31.00 373
37.00 1,869 1,121 6.00 6,726 6,726
6,726 CF
31,409 CF
21.4 % of Total Volume
Temp. Storage Volume: Elevation Area SF Area (SFj Depth (FT) Vol (CF) Vol (CF)
Normal Pond 37.00 10,677
Temp. Pond Level 38.25 12,695 11,686 1.25 14,608 14,608
Temp. Pool Volume = 14,608 CF
10 Yr Storage Volume : Elevation Area SF Area SF Depth (FT) Vol (CF) Vol CF
Temp Pond Level 38.25 12,695
Temp. Pond Level 39.35 14,543 13,619 1.10 14,981 14,981
Temp. Pool Volume = 14,981 CF

11. SUMMARY
Pond Elevations:
Top Berm (minimum)
100-Yr. Flood
10-Yr. Flood
1-inch Storage
H= 0.64
rwr13MER
storage depth = 125
Permanent Pool
pond depth = 6
Pond Bottom
12. WET DETENTION BASIN SUPPLEMENT
Basin Bottom Elevation
31.00
Perm, Pool Elevation
37.00
Temp. Pool Elevation
38.25
Perm Pool Surface Area
10,677 SF
Drainage Area
5.03 AC
Impervious Area
4.08 AC
Perm. Pool Volume
31,409 CF
Temp Pool Volume
14,608 CF
Forebay Volume
6,726 CF
SA/DA
4.672
Diameter of Orifice
1.50
Design Kaintall
1-
Design TSS Removal
90%
Relative
Actual
9.18
40.18
8.54
39.54 (emerg. weir elev)
8.35
39.35
7.25
38.25 (primary weir elev)
6.00
37.00 (invert out elev)
0 31.00

f 09/23/2004 06:20
P.O. Box 1685
Jacksonville, NC 20541
910-346-1210 30HN L PIERCE
i
JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING - LAND PLANNING- MAPPING
OFFICE: 910-346-9800
FAX NO.- 910-346-121 0
E-MAIL: jpierce0onslowonline,net
DATE:
--��/o 14�4�z
FAX NO. [phone]
TO:
'FROM:
NUMBER OF COPIES INCLUDING THIS PAGE CJ
I
.,I_
REMARKS:
PAGE 01
409 Johnson Blvd.
Jacksonville, N.C.28540
LOTS, FARMLAND AND WOODLAND SURVEYING - SITE PLANNING - SUBDIVISION LAYOUT - LAND DEVELOPMENT PLANNING
CONSTRUCTION SURVEYING - TOPOGRAPHIC SURVEYING AND MAPPING
Phase I Environmental Audit / Risk Aseeasmont

09/2312,004
06:20 910-346-1210
JOHN L PIERCE
PAGE 02
C
J�­ C;D
STATE OF NORTH CAROLINA
COUNTY OF ONSLOW
liff��llllflf llllllllf�llflllllllllfllllfl�llfl��ll�lllff 111�� �f f 1111IIII�f 1
Doc ID: 000244400009 TVAe: CRP
Recorded: 09/20/1004 at 10117:45 Aft
Fee Amt: $38.06 Page 1 of 9
Onslow County, NC
Mildred M Thomas Register of Deeds
IRK2319 Po954-962
DECLARATION OF RIGHTS, COVENANTS,
RESTRICTIONS AND EASEMENTS
THIS DECLARATION OF RIGHTS, COVENANTS, RESTRICTIONS AND
EASEMENTS is made and entered into this 20th day of September, 2004, by BLACKJACK
INVESTORS, LLC, a North Carolina limited liability company (hereinafter referred to as
"Declarant");
WITNESSETH:
WHEREAS, Declarant is the fee simple owner of that certain tract or parcel of land
situated on US Highway 17 at the intersection of Moosehaven Road in the City of Jacksonville,
Jacksonville Township, Onslow County, North Carolina, being moire particularly described as
follows:
Being all of the property shown on a map entitled, "Final Plat, Showing
MOOSEHAVEN BUSINESS PARK", dated July 20, 2004, prepared by John L.
Pierce & Associates, P.A. and recorded in Map Boob 47, Page 36, Slide L-416, in
the office of the Register of Deeds of Onslow County, North Carolina,
(hereinafter referred to as the "Recorded Plat").
Being the same property described as Tract 1, containing 5.0 acres, as shown on a.
map entitled; "Recombination Survey Showing ED BROWN & ALICE BROWN
ESTATE" dated October 6, 1999, prepared by John L. Pierce -Surveying and.
recorded in Map Book 3 S, Page 15 1, Slide K.-377 in the office of the Register of
Deeds of Onslow County, North Carolina.
The above described real estate being hereinafter referred to as the "Property"; and
WHEREAS, Declarant has submitted its plan for the subdivison of the Property into the .
three (3) commercial lots (hereinafter individually referred to as a "Lot" and collectively referred'
to as the "Lots"), together with the construction of a detention pond (hereinafter referred to as the
"Detention Pond"), drainage, utility and accessway casements, providing for easements, cross-
(,g36766•1•DOC:)

09/23!2004 06:20 910-346-1210
JOHN L PIERCE PAGE @3
i
access and cross -parking between and among the Lots for the mutual use and benefit of ;the
Owners thereof. as more particularly shown and described on and in accordance with that certain
Conceptual Plan entitled "Conceptual Plan Showing, MOOSEHAVEN BUSINESS PARK."
dated March 29, 2004, with a final rei-ision dated May 26, 2004, prepared by John. L. Pierce &
Associates, P-A., a copy of which is attached hereto and marked Exhibit "A", hereinafter referred
to as the "Site Plan''; and
WHEREAS, it is the desire of the Declarant to provide for certain reciprocal rights,
easements; conditions, cotenants and restrictions affecting the Property as set forth in this
Declaration of Rights, Conditions, Covenants, Restrictions and Easements (hereinafter this
"Declaration").
NOW, THEREFORE, for and in consideration of the mutual covenants existing or
hereafter to exist, the Declarant, for itself, its successors and assigns, and the Owners, hereby
declares that all of the Property above described shall be held, sold and conveyed subject to the
following easements, restrictions, covenants and conditions, .which are for the purpose of
protecting the value and desirability of, and which shall run with the Property, and be binding on
the Owners and any and all parties having any right, title or interest in and to the Property or
individual Lot, or any part thereof, and shall inure;:to the benefit of the Declarant, the Owners,
and their respective grantees, ground lessees, successors and assigns.
h
l
ARTICLE I.
S
DEFINNITIONS
Section 1. "Association" shall mean and refer to MOOSEHAVEN PROPERTY
OWNERS' ASSOCIATION, INC.. a North Carolina nonprofit corporation, its successors and
assigns.
Section 2. "Lot" shall mean and refer to any individual lot described as Lot 1, 2, or 3
of Moosehaven Business Park as shown on the Site Plan.
t
.Section 3. "Owner" shall mean and refer to the record owner, whether one or more
persons or entities, of fee simple title tq any Lot, including contract sellers, but excluding those
having an interest merely as security for,the performance of an obligation.
Section 4. "Common Area" shall mean and refer to Lot 4.
Section 5. "Member" shall mean each O,Amer or other person or entity holding a
membership in the Association.
ARTICLE II.
PROPERTY RIGHTS
.Section 1. Owners' Easements of EgjoLment. Each Owner shall have and is hereby
granted a right and easement of enjoyment and use in and -to the Common Area, and Retention
Pond located therein for the purpose of storrnwater drainage from his respective Lot to the
(MS6766a.1)M )
2

09/23/2004 06:20 910-346-1210 JOHN L.,PIERCE PAGE 04
Retention Pond which easement shall'be appurtenant to and shall pass with the title to each Lot;
subject to the following provisions:
(a) the right of the Association to charge to each Owner its Proportionate Share of the
reasonable fees for the cleaning, maintenance and repair of the Retention Pond, -and any and all
improvements and landscaped areas within the boundaries of the Common Area;
(b) the right of the Association to suspend the voting rights of any Owner for any
period during which any assessment a'ainst his Lot remains unpaid beyond any applicable grace
or cure period; } '
(c) the right of the Association to dedicate or transfer all or any part of the Common
Area to any public agency, authority or utility for such purposes and subject to such conditions
as may be agreed to by the Members. No such dedication or transfer shall be effective unless and
until an instrument agreeing to such dedication or transfer is signed by two-thirds of the
Members and has been recorded.
Section 2_ Delegation of Use. Subject to and in accordance with the By -Laws of the
Association, any Owner may delegate, convey, sell or transfer his right of enjoyment and use in
and to the Common Area, the Retention Pond and the other improvements located thereon to any
such tenant or contract purchaser in possession of such Owner's Lot.
ARTICLEffl,IIT.
MEMBERSHIP AND VOTING RIGHTS
Section 1. Owners as Members. Every Owner of a Lot shall be a Member of the
Association and subject to any and all assessments imposed by the Association with respect to
the Common Area or the Retention Pond. Membership rights, duties and obligations shall be
appurtenant to and may not be separated from ownership of any Lot.
Section 2. Voting. The Association shall have one class of voting membership and
each Member shall be entitled to one (1) vote for each Lot owned. When more than one person
or entity holds an interest in any Lot, all such persons or entities shall be Members and the vote
for such Lot shall be exercised as they determine; but in no event shall more than one (1) vote be
cast with respect to any single Lot. G
F'
ARTICLE IV.
COVENANT FOR':iMAINTENANCE ASSESSMENTS
Section 1 _ Creation of the Lien and Personal Obligation of Assessments. Each
Owner of any Lot is deemed to covenant and shall pay to the Association: (1) annual assessments
or charges (the "Annual Assessment"), and (2). from time to time, special assessments for capital
improvements to the Retention Pond `and other areas of the Common Area (the "Special
Assessment"), the Annual Assessment and Special Assessment are sometimes collectively
hereinafter referred to as the ("Assessments"), such Assessments to be established and collected
as hereinafter provided. The Annual and Special Assessments, together with interest, costs, and
i MS67664, DOC:)
r 3

09/23/2004 06:20 910-346-1210 i
JOHN E_ PIERCE PAGE 05
r
reasonable attorney's fees, shall be ,a cIYarge upon each record on the Lot and shall be a
continuing lien upon any Lot against which each such Assessment is made. Each such
Assessment, together with interest, costs and attorney's fees, shall also be a personal obligation
of the person or entity who is the Owner of such Lot at the time when such Assessment becomes
due. The personal obligation for delinquent Assessments shall not pass to the Owner's successors
in title unless expressly assumed in writing by such successor in title.
Section 2. Purpose of Assessments. The Assessments levied by the Association
shall be used 'exclusively for the costs of cleaning, maintenance, repair and pay for any ad
valorem taxes or other governmental assessments against the Common Area.
Section 3. Maximum Annual _Assessment, .Until January 1, 2006, the maximum
Annual Assessment able to be charged by the Association shall be Two Hundred Dollars
($200.00) per Lot.
From and after January 1, 2006, the maximum Annual Assessment may be increased
each year by not more than five percent (5.0%) above the maximum Annual Assessment for the
previous year without a vote of the Members_ Any increase of the Annual Assessment above
five percent (5.0%) from the previous year shall require the affirmative vote of two-thirds of the
Members at a meeting duly called for such purpose, or with the unanimous written consent of all
the Members in lieu of such meeting.
The Board of Directors of the Association may fix the Annual Assessment at an amount
not in excess of the maximum.
Section 4. Special Assessments for Capital l:merovements. In addition to the
Annual Assessments authorized above, the Association may levy, in any assessment year, a
Special Assessment applicable to that year only for the purpose of defraying, irx whole or in part,
the cost of any construction, reconstruction, repair or replacement of a the Retention Pond or any
other capital improvement in or upon the Common Area, including fixtures and .personal
property related thereto i provided that any such Special Assessment shall be approved by a two-
thirds of the votes of the Members who, are voting in person or by proxy at a meeting duly called
.for such purpose, or by the unanimous «zitten consent of all Members in lieu of such meeting.
Section 5_ Notice and Quorum for Any Action Authorized Under Article W,
Sections 3 and 4. Written notice of any meeting called for the purpose of taking any action -
authorized under Article IV, Sections 31 and 4 shaIl be sent to all Members not. less than 30 days
nor more than 60 days in advance of the meeting. At the first such meeting called, the presence
of Members or, of proxies entitled to cast seventy-five .percent (75.0%) of the votes shall
constitute a quonzm. If the .required quorum is not present, aniother meeting may be called subject
to the same notice requirement, and the,required quorum at the subsequent meeting shall be one-
half (1/2) of the required quorum at the.preceding meeting. No such subsequent meeting shall be
held more than 60 days following the preceding meeting. ' Notwithstanding the foregoing, any
action authorized to be taken at a meeting of the Members may be taken by the unanimous
written consent of all of the Members in`lieu Of s«ch a meeting.
(MS67664.t)0C: }

09/23f2004 06:20 91e-346-1210 JOHN L PIERCE PAGE 06
Section 6. Uniform Rate',of Assessment. Both Annual Assessments and Special
Assessments must be fixed at a uniform rate for all Lots. Annual Assessments shall be collected
annually, within 30 days after the Due Date (as defined below); Special Assessments shall be
collected within sixty (60) days of the ,date of such assessment, unless otherwise provided_
Section 7. Date of Commencement of Annual Assessments and Due Dates. The
Annual Assessments provided for herein shall commence as to all Lots on the first day of
January, 2005. The Board of Directors of the Association shall fix the amount of the Annual
Assessment against each Lot at least'thirty (30) days in advance of each Annual Assessment
period. ' Written notice of the Annual 'Assessment shall be sent to every Owner subject thereto.
The due dates (the "Due Date") shall be established by the Board of Directors. The Association
shall, upon request, and for a reasonable charge, furnish a certificate signed by an officer of the
Association setting forth whether the Assessments on a specific Lot have been paid. A properly .
executed certificate of the Associatiowas to the status of Assessments on a Lot shall be binding
upon. the Association as of the date of its issuance.
Section S. _Effect of Nonpayment A Assessments and _Remedies of the
Association. Anv Assessment which is not paid within thiity (30) days after the Due Date shall
bear interest from the Due Date at the'rate of nine -percent (9.0%) per annum. The Association
may bring an action at law against the'Owner personally obligated to pay the same or foreclose
its lien. No Owner may waive or otherwise avoid liability for the Assessments provided herein
by non-use of the Common Area or abandonment of his Lot.
z
Section 9. Subordination of the Lien to Mortgages and Deeds of Trust. The lien
for the Assessments provided for herein shall be subordinate to the lien of any first mortgage or
deed of trust. Sale or transfer of any Lot shall not affect the Assessment lien. However, the sale
or transfer of any Lot pursuant to mortgage or deed of trust foreclosure or any proceeding in lieu
thereof, shall extinguish the lien of such Assessments as to payments which became due prior to
such sale or transfer. No sale or transfer shall relieve such Lot from liability for any
Assessments thereafter becoming due or from the lien thereof
4 ARTICLE V.
STORMWATER MANAGEMENT
A. The following covenants are intended to ensure ongoing compliance with the State
Stormwater Management Permit Number SWS 000317, as issued by the Division of Water
Quality under NCAC 2H.1000.
B. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
C_ These covenants are to run with the land and be binding on all persons and parties
claiming under them.
D. The covenants pertaining to;stonnwater may not be altered or rescinded without the
express 'written consent of the State of North Carolina, Division of Water Quality.
r
(l,As67564.DOC: }

09/23I2004 06:20
910-346-1210 --JOHN Lf'PIERCE PAGE 07
E. Alteration of the drainage as shown on the approved plan may not take place without
the concurrence of the Division of Water Quality,
F. Allowable Built -Upon Area. The'maximunn allowable built -upon area per lot is as
follows:
Lot # I - 41.274 square feet; Lot 42 — 82,811 square feet; Lot 43 — 53,796 square feet_
These allotted amounts include any built -upon area constructed within the lot property
boundaries and that portion of the right-of-way between, the front lot line and the edge of the
pavement. Built -upon area includes, but is not limited to, structures, asphalt, concrete, gravel,
brick, stone, slate, coquina and parking areas, but does not include raised, open wood decking, or
the water surface of swimming pools.
G. All runoff from the built -upon area on each lot must drain into the permitted system.
This may be accomplished through -providing roof drain gutters which drain to the street, grading
the, lot to drain toward the street, or grading perimeter swales and directing them into the pond or
street. Lots that will naturally drain into the system are not required to provide these measures.
H. Built -upon area in excess of the permitted amount will require a Permit modification
prior to construction. ;
1. Each lot within the subdivision whose olAmership is not retained by the permittee, must
to submit a separate Offsite Stormwater Management Permit application package to the Division
of Water Quality and receive a permit prior to construction. "
ARTICLE VI.
GENERAL PROVISIONS
Section 1. Enforcement. The association, any Members or any Owner, shall have
the right to enforce, by any proceedings at law or in equity, all restrictions, conditions,
covenants, liens and charges, now or hereafter imposed by the provisions of this Declaration.
Failure by the Association or by any Member or Owner to enforce any covenant, condition or .
obligation herein contained shall in no event be deemed a waiver of the right to do so thereafter.
Section 2. Declaration Supersedes Prior Covenants ReIatina to Stormwater.
Retention Pond. It is understood and iagreed that the terms, covenants and conditions of this
Declaration supersede any prior written'or oral agreements concerning the cleaning, maintenance
and repair of the Retention Pond located in the Common Area.
Section 3. Severabilit_v. Invalidation of any one of these covenants, conditions or
restrictions by judgment or court order shall in no wise affect any other provisions which shall
remain in full force and effect.
Section 4_ Amendment. The covenants, conditions and restrictions of this
Declaration shall run with and bind the' land; for a'term of twenty (20) years from the date this
Declaration is recorded, after which time they shall be automatically extended for successive
f n0s67664.DOC:)
:� 6

09/23/2004 06:20 910-346--1210
JOHN L PIERCE PAGE 08
,a
r
periods of ten (I0) years. This Declaration may be amended by an instrument in writing signed
by not less than seventy-five percent {75.0%) of the Members. Any amendment must be recorded
in the Onslo,.v County Registry.
Section 5. Annexation. Additional commercial property and the Common Area may
be annexed to the Property with the written consent of sixty six and two thirds (66.66%) of the
Members.
IlV WITNESS WHEREOF, the Declarant has caused this instrument to be duly executed
with authority duly given, this 20th day of September; 2004.
DECLARANT:
` BLACKJA ;INVESTORS, INC.
r
By:
John i ce, its Manager
STATE OF NORTH CAROLINA
COUNTY OF ONSLOW
1, a Notary Public in and for said County , and State do hereby certify that JOIN L.
PIERCE; personally came before me this day and . acknowledged that he is the Manager of
BLACKJACK INVESTORS, LLC., a North Carolina limited liability company, and that by
authority duly given and as the act of the limited Iiability company, the foregoing instrument was
signed in its name by him as its i\lanager.
Witness my hand and officia
My Commission Expires: G4--)
, 2004
(MS67664.DOG: }
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-1 ne'10 910-346-1210
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JOHN L PIERCE
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[Fwd: Moosehaven Business Park]
Subject: [Fwd-. Moosehaven Business Park]
From: Linda Lewis <[e-mail]>
Date: Mon, 20 Sep 2004 12:11:15 -0400
To: John Pierce <jpierce cr onslowonline.net>
CC: Dave New som).<crystalc [e-mail]>
John:
In addition to my previous email, please also provide a copy of the recorded deed
restrictions.
Linda
Subject: Moosehaven Business Park
From: Linda Lewis <[e-mail]>
Date: Mon, 20 Sep 2004 11:08:06 -0400
To: John Pierce <jpicrce cr onslowonlinc.net>
CC: Dave Newsom <[e-mail]>
John:
I received an offsite application for the Texas Roadhouse Restaurant, Lot 2 in the
recently permitted Moosehaven Business Park.
Due to recent compliance problems at a few of your other projects, I am unable to
issue the Texas Roadhouse permit until the Moosehaven pond is certified as being
complete and operational. This includes stable and grassed 3:1 side slopes, planted
wetlands shelf, and a functioning outlet structure with correct elevations and
orifice.
Please forward the completed designer's certification for SW8 000317Mod. as soon as
possible to continue the review of the Texas Roadhouse permit application.
Linda
Content -Type: message/rfc822
Moosehaven Business Park
Content -Encoding: 7bit
1 of 1 9/20/2004 12:11 PM

Moosehaven Business Park
Subject: Moosehaven Business Park
From: Linda Lewis <[e-mail]>
Date: Mon, 20 Sep 2004 11:08:06 -0400
To: John Pierce <[e-mail]>
CC: Dave Newsom <crystalc [e-mail]>
John:
I received an offsite application for the Texas Roadhouse Restaurant, Lot 2 in the
recently permitted Moosehaven Business Park.
Due to recent compliance problems at a few of your other projects, Z am unable to
issue the Texas Roadhouse permit until the Moosehaven pond is certified as being
complete and operational. This includes stable and grassed 3:1 side slopes, planted
wetlands shelf, and a functioning outlet structure with correct elevations and
orifice.
Please forward the completed designer's certification for 5W8 000317Mod. as soon as
possible to continue the review of the Texas Roadhouse permit application.
Linda
of 1 9/20/2004 11:08 AM

State Stormwater Management Systems
Permit No. SW8 000317 Mod.
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
1n 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
John L. Pierce, Blackjack Investors, LLC
Moosehaven Business Park
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 August 16, 2014 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 1.5 on page 3 of this permit. The subdivision is
permitted for 3 lots, each allowed a maximum amount of built -upon area as
specifed in Section 11.13 (f) of this permit.
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
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.
2 of 9

State Stormwater Management Systems
Permit No. SW8 000317 Mod.
5. The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
a. Drainage Area, acres: 5.03
Onsite, ft2: 219,007
Offsite, ft2: 0
b. Total Impervious Surfaces, ft2: 177,881
Lot 1, ft . 41,274
Lot 2, ft2: 82,811
Lot 3, ft2: 53,796
Offsite, ft2: 0
c. Pond Depth, feet: 6.0
d. TSS removal efficiency: 90%
e. Design Storm: 1"
f. PeFinanent Pool Elevation, FMSL: 37.0
g. Permitted Surface Area @PP, ft2:
h. Permitted Storage Volume, ft3:
i. Storage Elevation, FMSL:
j. Controlling Orifice:
k. Permanent Pool Volume, ft3
I. Forebay Volume, ft3:
m. Maximum Fountain Horsepower:
n. Receiving Stream I River Basin:
o. Stream Index Number:
p. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
10,667
14,601
38.25
1.5"0 pipe
31,409
6,726
118
Mill Creek 1 White Oak
19-9
"SC NSW"
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval.from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire lot, including driveways and sidewalks, does not exceed the allowable
built -upon area. Once the lot transfer is complete, the built -upon area may not be
revised without approval from the Division of Water Quality, and responsibility for
meeting the built -upon area limit is transferred to the individual property owner.
3. If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed
built -upon area. Any approvals given by the Board do not relieve the homeowner
of the responsibility to maintain compliance with the permitted BUA limit.
3of9

State Stormwater Management Systems
Permit No. SW8 000317 Mod.
4. 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 the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, 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 Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. The Director may notify the permittee when the permitted site does not meet one
or more bf 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.
7. The stormwater management system shall be constructed in it's entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
8. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
9. 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.
,
10. If the stor mwater 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.
11. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
12. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
4 of 9

State Stormwater Management Systems
Permit No. SW8 000317 Mod.
13. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 000317, as issued
by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built -upon area per lot is: Lot 1 @41,274 ft2; Lot 2 @82,811
ft2; and Lot 3 @53,796 ft2. This allotted amount includes any built -upon
area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
g. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters which drain to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
h. Built -upon area in excess of the permitted amount will require a permit
modification.
Each lot within the subdivision whose ownership is not retained by the
permittee, must submit a separate Offsite Stormwater Management Permit
application package to the Division of Water Quality and receive a permit
prior to any construction on the lot.
14_ A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
15. 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.
16. Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
5 of 9

State Stormwater Management Systems
Permit No. SW8 000317 Mod.
17. 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 the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is 1/8
18. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function 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 side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
19. 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.
III. GENERAL CONDITIONS
i
This permit is not transferable to any person or entity except after notice to and
approval' by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality accompanied by appropriate documentation from the parties involved.
This may include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan. The
project must be in good standing with DWQ. The approval of this request will be
considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
3. 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.
4. 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) which have jurisdiction.
6 of 9

State Stormwater Management Systems
Permit No. SW8 000317 Mod.
5. 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.
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. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
9. 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.
Permit issued this the 16th day of August, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
i
l
U'�' ` Alan W. Klimek, P:E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 000317
7of9

RE: SW8 000317 Moosehaven Business Park
Subject: RE: SW8 000317 Moosehaven Business Park
From: "Crystal Coast Engineering" <[e-mail]>
Date: Thu, 12 Aug 2004 06:26:19 -0400
To: "'Linda Lewis <[e-mail]>
That's fine.
No BUA at this time. Permit applications with offsite supplements will
be submitted for each of Lots 1, 2 & 3 once those development plans are
completed.
�f
-----Original Message -----
From: Linda Lewis [mailto:Linda.Lewis @ncmai1.net]
Sent: Wednesday, August 11., 2004 9.51 AM
To: Crystal Coast - Engineering
Subject: Re: SW8'000317 Moosehaven Business Park
Dave:
The only places where the development is shown is the 'Conceptual Plan"
street 2 of 9 and Lhe "Water & Sewer Plan" sheet 4 of 9. I can delete
these sheets from the plan set and use only the existing, preliminary
and stormwater plans as the approved plan set. I just needed
confirmation that I was not going to be permitting that development now.
I'll await the deed restriction changes.
Linda
Crystal Coast Engineering wrote:
The revised plan that I provided John Pierce did not include
development ""
on Lots 1 & 2.': As noted in the narrative, it was my intent that this
future development receive separate offsite permits. Evidently, when
John Pierce recently resubmitted materials, he did not forward the
revised Stormwater Plan on which I had removed development from Lots 1
2.
In short, the only purpose for the requested modification is to
accommodate the name change (Blackjack Investors) and to revise the
pond design to accommodate anticipated future BUA,s from Lots 1, 2 & 3.
I will get with JLP this morning to see that the revised plan that I
provided them gets delivered to your office ASAP.
With regard to Deed Restrictions, I will get Mr. Edward, the attorney,
to address ASAP.
-----Original Message -----
From: Linda Lewis [mailto:Linda. [e-mail]]
Sent: Wednesday, August 11, 2004 8:45 AM
To: John Pierce
Cc: Dave Newsom
Subject: SW8 000317 Moosehaven Business Park
;a
John and Dave:
The Division received an Express SW application for the subject project
on July 21, 2004, with a scheduled review date of August 11, 2004. The
application is incomplete. Please provide the following items prior to
1 of 2 8/12/2004 7:43 AM

5W8 000317 Moosehaven Business Park
Subject: SW8 0003.17 Moosehaven Business Park
From: Linda Lewis <[e-mail]>
Date: Thu, 12 Aug 2004 08:25:10 -0400
To: Betty Bullock �[e-mail]>, Dave Newsom <[e-mail]>, John
Pierce <[e-mail]>
I received the revised covenants today. They are still lacking several of the
required statements. Attached please find, again, the required language in Sections
I and VI.
As previously requested, please add the language in Sections I and VI to the
covenants, word for word, and resubmit the proposed document.
Linda
DEEDREST.F4R.doc Content -Type: application/msword
Content -Encoding: base64
1 of 1 8/12/2004 8:26-AM

081121 `04 06:34 910-346-1210
JIINN L PIERCE r�"t Yj1
JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING - LAND PLANNING - MAPPING
OFFICE: 910-346-9800
FAX NO.: 910-346-1210
I_ -MAIL: [e-mail]
P,O. Box 1685 409 Johnson Blvd.
Jacksonville, NC 28541 y Jacksonville, N.C. 28540
DATE:
FAX NO. [phone]
TO:
FROM:D
NUMBER OF COPIES INCLUDING THIS PAGE CJ
LOTS, FARMLAND AND WOODLAND SURVEYING - SITE PLANNING - SUBDIVISION LAYOUT - LAND DEVELOPMENT PLANNING
CONSTRUCTION SURVEYING - TOPOGRAPHIC SURVEYING AND MAPPING
Phaae I Environmental Audit / Rlsk Assessment

08/12/r 04 `06:34` 910-346-1210
JOHN L PIERCE PmGE 02
acrr, uHYL-uR, EDWRRDS L VF1TCHER i9101 4ES-13117 P. 1
STATE OF NORTH CAROLINA
COUNTY OF ONSLOW
DECLARATION OF RIGHTS, COVENANTS,
RESTRICTIONS AND EASEMENT'S
THIS DECLARATION OF RIGI�ErS, COVENANTS, RESTRICTIONS AND
EASEMENTS is made and entered into this day of 2004, by
BLACKJACK INVESTORS, LLC, a North Carolina limited liability company (hereinafter
referred to as "Declarant");
WITNESSETH.
WHEREAS, Declarant is the fee simple ovncr of that certain tract or parcel of land
situated on US Highway 17 at the intersection of Moosehaven Road in the City of Jacksonvi11c,
Jacksonville Township, Onslow County, North Carolina, being more particularly described as
follows:
Being all of "!Tact 1, containing 5.0 acres,, as shown on a map entitled,
"Recombination Survey Showing ED BROWN & ALICE BROWN ESTATE"
dated October 6, 1999, prepared by John L. Pierce -Surveying and recorded in
Map Book 38, Page 151, Slide K-377 in the off -ice of the Register of Deeds of
Onslow County, North Carolina.
The above described real estatc being hereinafter referred to as the "Property"; and
WHEREAS, Declarant has submitted its plan (the "Plans') for the subdivison of the
Property into three (3)) commercial lots (hereinafter iandividpaily referred to as a 'Lot" and
collectively referred to as the "Lots"), together with the construction of a detention pond
(hereinafter referred to as the "Detention Pond"), drainage, utility and accessway easements,
providing for easctnenis and cross -access between and among the Lots for the mutual use and
benefit of the Owners thereof, as more particularly described on and in accordance with that
certain site plan, entitled "Moosehaven Business Park" dated prepared by John
L_ Pierce & Associates, P.A. amd recorded in Map Book , Page , Slide , in
the office of the Register of Deeds of Onslow County, North Carolina (hereinafter referred to as
the "Site Plan"; and
(MS61664.DOC:

03/12i2004 06.34 310-346-1210
7OHN L PIERCE PAGE 03
;�:UU4 2- l2PM GRYLOR, EDWRRDS & VRTCHER (910) 4SS--0117 p-2
WHEREAS, it is the desire of the Declarant to provide for certain reciprocal rights,
eascrnentts, conditions, covenants and restrictions affecting the Property as set forth in this
Declaration of Rights, Conditions, Covenants, Restrictions and F.asernents (hereinafter this
"Declaration").
NOW, THEREFORE, for and in consideration of the mutual covenants existing or
hereafter to exist, the Declarant, for itself, its successors and assigns, and the Owners, hereby
declares that all of the Property above described shall be held, sold and conveyed subject to the
following easements, restrictions, covenants and conditions, which are for the purpose of
protecting the value and desirability of, and which shall run with the Property, and be binding on
the Owners and any and all parties having any right, title or interest in and to the Property or
individual Lot, or any part thereof. and small inure to the benefit of the Declarant, the Owners,
and their respective grantees, ground,lessees, successors and assigns_
ARTICLE 1.
DEFINITIONS
Section 1- "Association" shall mean and refer to MOOSEHAVEN PROPERTY
OWNERS' ASSOCIATION, INC., a North Carolina nonprofit corporation, its successors and
assigns.
Section 2- "Lot" shall mean and refer to any individual lot described as Lot 1, 2, or 3
of Moosehaven Business Park as shown on the Site Plan.
Section 3. "Owner" shall mean and refer to the record owner, whether one or more
persons or entities, of fee simple title to any Lot, including contract sellers, but excluding those
having an interest merely as security for the performance of an obligation.
Section 4. "Common Area" shall mean and refer to Lot 4.
Section 5. "Member" shall mean each Owner or other person or entity holding a
membership in the Association.
ARTICLE Tl.
PROPERTY RIGHTS
Section 1. Owners' Easements of Enjoyment_ Each Owner shall have and is hereby
granted a right and easement of enjoyment and use in and to the Common Area, and Retention
Pored located therein for the pu pose of storrnwater drainage from his respective Lot to the
Retention Pond which easement shall be appurtenant to and shall pass with the title to each Lot,
subject to the following provisions:
(a) the right of the Association to charge to each Owner its Proportionate Share of the
reasonable fees for the cleaning, maintenance and repair of the Retention Pond, and any and all
improvements and landscaped areas within the boundaries of the Common Area;
{ Ms67664. DOC: )

6-1210 JOHN L. PIERCE PraGE 04
0n1u6/1A04CUU9� 1'dNm-�4GRYLOR, EDWARDS & VFTCHER 1910) 455-0117 p_3
(b) the right of the Association to suspend the voting rights of any Owner for any
period during which any asscssment against his Lot remains unpaid beyond any applicable grace
or cure period;
(c) the right of the Association to dedicate or transfer all or any part of the Commnn
Area to any public agency, authority or utility for such purposes and subject to such conditions
as may be agreed to by the Members. No such dedication or transfer shall be effective unless and
until an instrument agreeing to such dedication or transfer is signed by two-thirds of the
Members and has been recorded.
Section Z_ Delegation of Use, Subject to and in accordance with the By -Laws of the
Association, any Owner may delegate, convey, sell or transfer his right of enjoyment and use in
and to the Common Area, the Retention Pond and the other improvements located thereon to any
such tenant or contract purchaser in possession of such Owner's Lot.
ARTICLE IIi.
MEMBERSHIP AND VOTING RIGHTS
Section 1. Owners ae_14lembere. Every Owner of a Lot shall be a Member of the
Association and subject to any and all assessments imposed by the Association with respect to
the Common Area or the Retention Pond. Mernbership rights, duties and obligations shall be
appurtenant to and may not be separated from ownership of any Lot_
Section 2. Voting. The Association shall have one class of voting membership and
each Member shall be entWed to one (1) vote for each Lot owned. When more than one person
or entity holds an interest in any Lot, all such persons or entities shall be Members and the vote
for such Lot shall be exercised as they determine, but in no event shall more than one (1) vote be
cast with respect to any single Lot_
ARTICLE IV.
COVENANT FOR MAINTENANCE ASSESSMENTS
Section 1. Crention of the Lien and Personal Ob1iE$tion of Assessments. Each
Owner of any Lot is deemed to covenant and shall pay to the Association; (1) annual assessments
or charges (the "Annual Assessment"), and (2) from time to time, special assessments for capital
improvements to the Retention Pond and othor areas of the Common Area (the "Special
Assessment"), the Annual Assessment and Special Assessment are sometimes collectively
hereinafter referred to as the ("Assessments"); such Assessments to be established and callected
as hereinafter provided, The Annual and Special Assessments, together with interest, costs, and
reasonable attorney's fees, shall be a charge upon each record on the Lot and shall be a
continuing lien upon any Lot against which each such Assessment is made. Each such
Assessment, together with interest, costs and sttotrey's fees, shall also be a personal obligation
of the person or entity who is the Owner of such Lot at the tune when such Assessment becomes
due. The personal obligation for delinquent Assessments shall not pass to the Owner's successors
in title unless expressly assumed in aniting by such successor i» title.
(A4567664,poC; )

0B! 12f 2004 _ 06: 34 910-346-1210
JOHN L PIERCE PAGE 05
-r1rL_U12, [=bWA12pS S VgTC1-IER f9101 455-0117 p.4
Section 2. PurPose of Assessments. The ASSeSsrnents levied by tlae Association
shalt be used exclusively for the costs of Clearing, maintenance, repair and pay for any ad
valorem taxes or other governnienW assessments against the Common Area,
Section 3_ Maximum Annual Assessment. Until January 1, 2006, the maximum
Annual Assessment able to be charged by the Association shall be Two Hundred Dollars
(5200,00) per Lot.
From and after January 1, 2006, the maximum Annual Assessment may be increased
each year by not more than five percent (5.0'Xa) above the maximum Annual Assessment for the
previous year without a vote of the Members. Any increase of the Annual Assessment above
five percent (5.0%) from the previous year shall require the affirmative vote of two-thirds of the
Members at a meeting duly called for such purpose, or with the unanimous written consent of all
the Members in Iieu of such meeting:
The Board of Directors of the Association .may fix the Annual Assessment at an amount
not in excess of the maximum.
Section 4. Special Assessments for Ca ital Iaa rovement9. In addition to the
Annual Assessments authorized above, the Association may levy, in any assessment year, a
Special Assessment applicable to that year only for the purpose of defraying, in whole or in part,
the cost of any construction, reconstruction, repair or replacement of a the Retention Pond or any
other capital improvement in or upon the Contlzton Area, including fixtures and personal
property related thereto,; provided that any such Special Assessment shall be approved by a two-
thirds of the votes of the Members who are, voting in person or by proxy at a meeting duly called
for such purpose, or by the unanimous written consent of all Members in lieu of such meeting.
Section 5. Notice and Quorum for Any Action Authorized Under Article IV,
Sections 3 and 4. Written notice of any meeting called for the purpose of taking any action
authorized under Article IV, Sections 3 and 4 shall be sent to all hleinbers not less than 30 days
nor move than 60 days in advance of the meeting. At the first such meeting called, the presence
of Members or of proxies entitled to cast sevcaty-five percent (75.09/6) of the votes shall
constitute a quorum. If the required quorum is not present, another meeting, may be called subject
zo the same notice requirement, and the required quorum at the subsequent meeting shall be one-
hai£ (1/2) of the required quonun at the preceding meeting. No such subsequent meeting shall be
held more than 60 days following the,precedirig meeting. Notwithstanding the foregoing, any
action authorized to be taken at a meeting of the Members may be taken by the unanimous
written consent of all of the Members in lieu of such a meeting.
Section 6. Uniform Rate of Assessment. Both Annual Assessments and Special
Assessments must be fixed at a uniform rate for all Lots. Annual Assessrraents shall be collected
annually, within 30 days after the Due Date (as defined below), Special Assessments shall be
collected within sixty (60) days of the date or such assessment, unless otherwise provided.
Section 7. Date of Commencement of Annual Assessments a_nd Due Dates. The
Aixnual Assessments provided for herein shall commence as to all Lots on the first day of
January, 2005. The Board of Directors of the Association shall fix the amount of tho Annual
(MS67664_D0CJ
4

J❑HN L PIERCE
PAGE 06
eS/72J2Ea04 06:_34 910_346-1210�nrtuK. EDWARt15 R V197CHER t9101 455-0t17 p-5
Assessment against each Lot at least, thirty (30) days in advance of each Annual A6ses5ment
period. Written notice of the .'vmuul Assessment shall be sent to every Owner subject thereto.
The due dares (the "Due Duce") shall be established by the Board of Directors. The Association
shall, upon request, and for a reasonable charge, fiurti,-h a certificate signed by an officer of the
Association setting forth whether the Assessments on a specific Lot have been paid. A properly
executed certificate of the Association as to the status of Assessrnertts on a Lot shall be binding
a7poo the Association. as of the date of its issuance,
Section g. Et'1,, et of Nonnavmrat of AS14romeGt7 and Remedies of the
Asaociation. Any Assessment which is not paid within thirty (30) days after the Due Date shall
bedr interest from the Due Date ar the rate of nine percent (9.0%) per annum. The A.ssociatian
may brirxg an action at law against The Owner personally.obligeted to pay the same or foreclose
its lien. No Owner may waive or otherwise avoid liahility for The Assessments provided herein
by non-uqe of the Common Area or abnndonntew of his Lot.
Section 9. Subordination of the Lien to Mortgages and Deeds of Trust, The lien
for the Assessments provided for herein shall be Subordinate to the licm of any first mortgage or
dead of trust. Sale or transfor of any Lot shall not meet the Assessment lien. However, the sale
ar transfer of any Lot pursuant to mortgage or deed of trust foreclosure or any proceeding in lieu
thcreuf, shall extinguish the lien of such Assessments as To payments which became due prior to
such sale or transfer. No sale or transfer shall relieve such Lot from liabiliry for any
AeSesSrnents thereatiar becoming due or from the lien thereof.
ARTICLE V.
STORMWATER MANAGEMENT
'lire following covenants are intended to ensure ongoing compliencc %%ith the State
Sionxiwater lManagetacnt Permit Number as issued by the Division of
Water Quality under NCAC 211.1000. The Stoic of North Carolina is made a beneficiary of
these covenants to tic extent necessary to maintain compliance with the Storm-ater
Management Permit. These covenants arc to run with the land and b= binding on all persons and
parties ciairning under them. The covenants pertaining to srormwater may not be altered or
rescinded without the express written consent of the Statc of North Carolina, Division of Water
Quality. Alteration of the drainage as shown on the approved plan may not take place without
the concurrence of the Division of Water Quality.
Section 1. Allowable Built -Upon Area. The maxirrtum alto% cable built -upon area
per lot is as follows:
Lot # 1 - 41,274 %quart fcet; Lot #2 - 82,811 square feet; Lot #3 - 53,796 square fret.
These allotted amounts Include any built -upon area constructed within the lot property
boundaries and that portion of the right-of-way between the front lot line and the edge of the
puvern=t: Buill-upon Brea includes, but is not limited to, structures, asphalt, concrete, gravel,
brick, stone, elate, coquina and parking areas, but dote not include raised, open wood decking, or
the water gurfacc of swirruniag pools.
(Ms67664.MC: }
rernain irr full force and effect.
Section 4. Araendraent. The covenants, conditions and re5trictiomts of this
Declaration shall run with and bind the land, for a term of twenty (20) years from the date this
Declaration is recorded, after which time they shall be automatically exunded for successive
periods of ten (]o) years. 'Phis Declaration may be amanded by an instrument in writing signed
by not less than saventy-five percent (75.0%) of the ]Members. Any amendment must be recorded
in the Ouslow County Registry.
(H'J s76G4.npG: )

.Aug 13 2004 8:22AM Gaylor, Edwards & Vatcher 910-455-9557 P.1
GAYLOR, EDWARDS & VATCHER
OFFICE:
219 NEw BRIDGE S71LEET
Arm?.NEYS AT LAW
TELEPHONE:
Jimmy F- GAYLOR PM OFFWr. BOX 1057
[phone]
1. DmvxY EoWAR6S, IR.
FAX:
WA.UrER W. VA'KHrR 1ACKsoN%7LLF NORTH CAROUNA
(9i
28541-1057
E-MAIL
E•MA]L
jde®bizec.rr.com
FACSIMILE TRANSMISSION
r
TO:
Linda Lewis
FAX NO(s).:
[phone]
FROM:
J. Dewey Edwards, Jr.
FAX NO_
(910) 455-01 1 i
SUBJECT:
Moosehaven Business Park
COMMENTS:
Attached are pages 5 and 6 of the Declaration of Rights, Covenants, Restrictions and
Easements for the referenced project.
NO. OF PAGES (including cover): 3
TODAY'S DATE: August 13, 2004
TIME: 8:40 A.M.

Rug 13 2004 8:22RM Gaylor, Edwards L Vatcrer 910-455-9557
.
p.2
Assessment against each Lot at least Thirty (30) days in advance of each Annual Assessment
period. Written notice of the Annual Assessment shall be sent to every Owner subject thereto.
The due dates (the "Due Date") shall be established by the Board of Directors. The Association
shall, upon request, and for a reasonable charge, fumish a certificate signed by an officer of the
Association setting forth whether the Assessments on a specific Lot have been paid. A properly
executed certificate of the Association as to the status of Assessments on a Lot shall be binding
upon the Association as of the date of its issuance.
Section 9. Effect of Nonpayment of Assessments and Remedies of the
Association. Any Assessment which is not paid within thirty (30) days after the Due Date shall
bear interest from the Due Date at the rate of nine percent (9.0%) per annurn. The Association
may bring an action at law against the Owner personally obligated to pay the same or foreclose
its lien. No Owner may waive or otherwise avoid liability for the Assessments provided herein
by non-use of the Common Area or abandonment of his Lot.
Section 9. Subordination of the Lien to Mortgages and Deeds of Trust. The lien
for the Assessments provided for herein shall be subordinate to the lien of any first mortgage or
deed of trust. Sale or transfer of any'Lot shall not affect the Assessment lien. However, the sale
or transfer of any Lot pursuant to mortgage or deed of trust foreclosure or any proceeding in lieu
thereof, shall extinguish the lien of such Assessments as to payments which became due prior to
such sale or transfer. No sale or transfer shall relieve such Lot from liability for any
Assessments thereafter becoming due or from the lien thereof.
ARTICLE V.
STORMWATER MANAGEMENT
The following covenants are intended to ensure ongoing compliance with the State
Stormwater Management Permit Number , as issued by the Division of
Water Quality under NCAC 2H.1000. The State of North Carolina is made a beneficiary of
these covenants to the extent necessary to maintain compliance with the Stormwater
Management Permit. These covenants are to run with the land and be binding on all persons and
parties claiming under them. The covenants pertaining to stormwater may not be altered or
rescinded without the express written consent of the State of North Carolina, Division of Water
Quality. Alteration of the drainage as shown on the approved plan may not take place without
the concurrence of the Division of Water Quality.
Section 1. Allowable Built -Upon Area. The maximum allowable built -upon area
per lot is as follows: `
Lot # 1 - 41,274 square feet; Lot 42 — 82,811 square feet; Lot #3 — 53,796 square feet_
These allotted amounts include any built -upon area constructed within the lot property
boundaries and that portion of the right-of-way between the front lot line and the edge of the
pavement. Built -upon area includes, but is not limited to, structures, asphalt, concrete, gravel,
brick, stone, slate, coquina and parking areas, but does not include raised, open wood decking, or
the water surface of swimming pools.
{N1S67664.noC: t

Rug 13 2004 8:22RM Gaylcr, Edwards & Vatcher 910-455-9557 p.3
All runoff from the built -upon area on each lot must drain into the permitted system. This
may be accomplished through a variety of means, including: a piped collection system, which
ultimately discharges into the stormwater facility, appropriate grading of the lot such that the
built -upon surfaces drain into the facility, or graded swales which collect runoff and direct it into
the stormwater facility.
Each lot whose ownership is not retained by the permittee, is required to submit a
separate stormwater permit application to the Division of Water Quality and receive a permit
prior to construction.
Section 2. Swales. Swales shall not be filled in, piped or altered, except as necessary
to provide driveway crossings.
Section 3. Modification to Permit. Built -upon area in excess of the permitted
amount requires a state stormwater management permit modification prior to construction.
Section 4. Permitted Runoff. All permitted runoff from outpareels or future
development shall be directed into the permitted stormwater control system. These connections
to the stormwater control system shall be performed in a manner that maintains the integrity and
performance of the system as permitted.
ARTICLE VI.
GENERAL PROVISIONS
Section 1. Enforcement. The Association, any Members or any Owner, shall have
the right to enforce, by any proceedings at law or in equity, all restrictions, conditions,
covenants, liens and charges, now or hereafter imposed by the provisions of this Declaration.
Failure by the Association or by any Member or Owner to enforce any covenant, condition or
obligation herein contained shall in no event be deemed a waiver of the right to do so thereafter.
Section 2. Declaration _Supersedes Prior Covenants Relating to Storm_water
Retention Pond. It is understood and agreed that the terms, covenants and conditions of this
Declaration supersede any prior written or oral agreements concerning the cleaning, maintenance
and repair of the Retention Pond located in the Common Area.
Section 3. Severabillity. Invalidation of any one of these covenants, conditions or
restrictions by judgment or court order shall in no wise affect any other provisions which shall
remain in full force and effect_
Section 4. Amendment. The covenants, conditions and restrictions of this
Declaration shall run with and bind the land, for a term of twenty (20) years from the date this
Declaration is recorded, after which time they shall be automatically extended for successive
periods often (10) years. This Declaration may be amended by an instrument m writing signed
by not less than seventy-five percent (75.0%) of the Members. Any amendment must be recorded.
in the Onslow County Registry.
J 41 S67664DOC: J
6

Aug 12 2004 5:44PM Gaylar, Edwards & Vatcher 910-455-9557 p.l
GAYLOR, EDWARDS & VATCHER
OFFICE:
219 MEW lbir)GE S[REET
ATTORNEYS AT LAW
TELEPHONE:
JIMMY F. GAYLOR PosT OxFics Box 1057
[phone]
J. DEwEY EDWARDS, JR.'
U JACKSONV]LLE, NORTH CARONA
FAX;
WALTER W. VATCHM
[phone]
�+ 29541-1057
E-MAUL,
ideabizec. n.com
FACSIMILE TRANSMISSION
TO: Linda Lewis
FAX NO(s).: [phone]
FROM; j- Dewey Edwards, jr. ,
t
FAX NO. (910) 455-01 1 7
SUBJECT: Moosehaven Business Park
COMMENTS: Attached are the entire set of Covenants for the subject project. Please let me know
if you do not receive all pages.
NO. OF PAGES (including cover): 9
TODAY'S DATE: August 12, 2004 TIME: 6:00 P.M.
i
The ir�formatiat 'Cdntalned in thls IFacslr tle m s'sage �s onfi�lent€ai anr! lntended ority f6i :tho
pe'rsclnal use ;off" the person named above as "r�c�ivJ:r` If ��e reader of this, r�etSsage �� not tlr
tnxei,ded re�tip nt or the empiayee2or agent,res qRf.. f©rtcle �u ng h€s +�`tes g t4 ,t4
tnteed recipient, ypu ire hereby nvttfied,st ssemtnavpm distri}:ut�opying of ti�i�
communicatG4n ls,strlctl:y prohibiter efTeels -ommur4lCai�n ih ertori pleas
notify s by telepfiorte at 91Q 455 r1d returin;th }o>'It lnal m sage t £us ak the al oV
ddr ss:Thankyou
{as
s.., ::, :..,.h

Aug 12 2004 5:44PM
Gaylor, Edwards & Vatcher 910-455-9557
p - 2
STATE OF NORTH CAROLINA
COUNTY OF ONSLOW
DECLARATION OF RIGHTS, COVENANTS,
RESTRICTIONS AND EASEMENTS
THIS DECLARATION OF RIGHTS, COVENANTS, RESTRICTIONS AND
EASEMENTS is made and entered into this day of 2004, by
BLACKJACK INVESTORS, LLC, ,`a North Carolina_. limited liability company (hereinafter
referred to as "Declarant"); ;
WITNESSETH:
WHEREAS, Declarant is the fee simple owner of that certain tract or parcel of land
situated on US Highway 17 at the intersection of Moosehaven Road in the City of Jacksonville,
Jacksonville Township, Onslow County, North Carolina, being more particularly described as
follows:
Being ail of Tract 1, containing 5.0 acres, as shown on a map entitled,
"Recombination Survey Showing ED BROWN & ALICE BROWN ESTATE"
dated October 6, 1999, prepared by John L. Pierce -Surveying and recorded in
Map Book 38, Page 151, Slide K-377 in the office of the Register of Deeds of
Onslow County, North Carolina.
The above described real estate being'hereinafter referred to as the "Property"; and
WHEREAS, Declarant has subrnitted its plan (the "Plans") for the subdivison of the
Property into three (3)) commercial lots (hereinafter individually referred to as a "Lot" and
collectively referred to as the "Lots"), together with the construction of a detention pond
(hereinafter referred to as the "Detention Pond"), drainage, utility and accessway easements,
providing for easements and cross -access between and among the Lots for the mutual use and
benefit of the Owners thereof, as more particularly described on and in accordance with that
certain site plan entitled "Moosehaven Business Park" dated prepared by John
L. Pierce' & Associates, P.A. and recorded in Map Booker Page , Slide , in
the office of the Register of Deeds of Onslow County, North Carolina (hereinafter referred to as
the "Site Plan"; and
i MS67 664.D0C: )

Rug 12 2004 5:44PM Gaylor, Edwards & Vatcher 910-455-9557 P.3
WHEREAS, it
casements, conditions,
Declaration of Rights,
"Declaration").
is the desire of the Declarant to provide for certain reciprocal rights,
covenants and restrictions affecting the Property as set forth in this
Conditions, Covenants, Restrictions and Easements (hereinafter this
NOW, THEREFORE, for and in consideration of the mutual covenants existing or
hereafter to exist, the Declarant, for itself, its successors and assigns, and the Owners, hereby
declares that all of the Property above described shall be held, sold and conveyed subject to the
following easements, restrictions, covenants and conditions, which are for the purpose of
protecting the value and desirability of, and which'shall run with the Property, and be binding on
the Owners and any and all parties having any right, title or interest in and to the Property or
individual Lot, or any part thereof, and shall inure to the benefit of the Declarant, the Owners,
and their respective grantees, ground lessees, successors and assigns.
ARTICLE I.
DEFINITIONS
Section 1. "Association" - shall mean and refer to MOOSEI-HAVEN PROPERTY
OWNERS' ASSOCIATION, INC., a North Carolina nonprofit corporation, its successors and
assigns.
Section 2. "Lot" shall mean and refer. to any -,,individual lot described as Lot 1, 2, or 3
of Moosehaven Business Park as shown on the Site Plan.
Section 3. "Owner" shall mean and refer to the record owner, whether one or more
persons or entities, of fee simple title to any Lot, including contract sellers, but excluding those
having an interest merely as security for the performance of an obligation.
Section 4. ' "Common Area" shall mean and refer to Lot 4.
Section 5. "Member" shall mean each Owner or other person or entity holding a
membership in the Association.
ARTICLE II.
PROPERTY RIGHTS
Section 1. Owners' Easements of En'o went. Each Owner shall have and is hereby
granted a right and easement of enjoyment and use in and to the Common Area, and Retention
Pond located therein for the purpose of stormwater drainage from his respective Lot to the
Retention Pond which easement shall be appurtenant to and shall pass with the title to each Lot,
subject to the following provisions:
(a) the right of the Association to charge to each Owner its Proportionate Share of the
reasonable fees for the cleaning, maintenance and repair of the Retention Pond, and any and all
improvements and landscaped areas within the boundaries of the Common Area; .
(IMS676641)oc:)

Rug 12 2004 5:44PM Gaylor, Edwards & Vatcher 910-455-9557 p.4.
(b) the right of the Association to suspend the voting rights of any Owner for any
period during which any assessment against his Lot remains unpaid beyond any applicable grace
or cure period;
(c) the right of the Association to dedicate or transfer all or any part of the Common
Area to any public agency, authority or utility for such purposes and subject to such conditions
as may be agreed to by the Members. No such dedication or transfer shall be effective unless and
until an instrument agreeing to such dedication or transfer is signed by two-thirds of the
Members and has been recorded.
Section 2. Delegation of Use. Subject to and in accordance with the By -Laws of the
Association, any Owner may delegate, convey, sell or transfer his right of enjoyment and use in
and to the Common Area, the Retention Pond and the other improvements located thereon to any
such tenant or contract purchaser in possession of such Owner's Lot.
ARTICLE 111.
MEMBERSHIP AND VOTING RIGHTS
Section 1. Owners as Members. Every Owner of a Lot shall be a Member of the
Association and subject to any and all assessments imposed by the Association with respect to
the Common Area or the Retention Pond. Membership rights, duties and obligations shall be
appurtenant to and may not be separated from ownership of any Lot.
Section 2. Voting. The Association shall have one class of voting membership and
each Member shall be entitled to one (1) vote for each Lot owned. When more than one person
or entity holds an interest in any Lot„ all such persons or entities shall be Members and the vote
for such Lot shall be exercised as they determine, but in no event shall more than one (1) vote be
cast with respect to any single Lot.
ARTICLE IV.
COVENANT FOR MAINTENANCE ASSESSMENTS
Section 1. Creation of the Lien and Personal Obligation of _Assessments. Each
Owncr of any Lot is deemed to covenant and shall pay to the Association: (1) annual assessments
or charges (the "Annual Assessment"), and (2) from time to time, special assessments for capital
improvements to the Retention Pond and other areas of the Common Area (the "Special
Assessment"), the Annual Assessment and Special Assessment are sometimes collectively
hereinafter referred to as the ("Assessments"), such Assessments to be established and collected
as hereinafter provided. The Annual and Special Assessments, together with interest, costs, and
reasonable attorney's fees, shall be a charge upon each record on the Lot and shall be a
continuing lien upon any Lot against which each such Assessment is made. Each such
Assessment, together with interest, costs and attorney's fees, shall also be a personal obligation
of the person or entity who is the Owner of such Lot at the time when such Assessment becomes
due. The personal obligation for delinquent Assessments shall not pass to the Owner's successors
in title unless expressly assumed in writing by such successor in title.
{1NS67664MOC:1

Aug 12 2004 5:44PM Ga51or, Edwards & Vatcher 910-455-9557 p.5
i
Section 2. Purpose of Assessments. The Assessments levied by the Association
shall be used exclusively for the costs of cleaning, maintenance, repair and pay for any ad
valorem taxes or other governmental assessments against the Common Area.
Section 3. Maximum Annual Assessment: Until January 1, 2006, the maximum
Annual Assessment able to be charged by the Association shall be Two Hundred Dollars
($200.00) per Lot.
From and after January 1, 2006, the maximum Annual Assessment may be increased
each year by not more than five percent (5.0%) above the maximum Annual Assessment for the
previous year without a vote of the Members. Any increase of the Annual Assessment above
five percent (5.09/o) from the previous year shall require the affirmative vote of two-thirds of the
Members at a meeting duly called for such purpose, or with the unanimous written consent of all
the Members in lieu of such meeting.
The Board of Directors of the Association may fix the Annual Assessment at an amount
not in excess of the maximum.
Section 4. Special Assessments for Capital Improvements. In addition to the
Annual Assessments authorized above, the Association may levy, in any assessment year, a
Special Assessment applicable to that year only for the purpose of defraying, in whole or in part,
the cost of any construction, reconstruction, repair or replacement of a the Retention Pond or any
other capital improvement in or upon the Common Area, including fixtures and personal
property related theretai provided that any such Special Assessment shall be approved by a tWo-
thirds of the votes of the Members who are voting in person or by proxy at a meeting duly called
for such purpose, or by the unanimous written consent of all Members in lieu of such meeting.
Section 5. Notice and Quorum for Apy Action Authorized Under Article IV
Sections 3 and 4. Written notice of any meeting called for the purpose of taking any action
authorized under Article IV, Sections 3 and 4 shall be sent to all Members not less than 30 days
nor more than 60 days in advance of the meeting. At the first such meeting called, the presence
of Members or of proxies entitled Ao cast seventy-five percent (75.0%) of the votes shall
constitute a quorum. If the required quorum is not present, another meeting may be called subject
to the same notice requirement, and the required quorum at the subsequent meeting shall be one-
half (1 /2) of the required quorum at the preceding meeting. No such subsequent meeting shall be
held more than 60 days following the preceding meeting. Notwithstanding the foregoing, any
action authorized to be taken at a meeting of the Members may be taken by the unanimous
written consent of all of the Members in lieu of such a meeting.
Section 6. Uniform Rate of Assessment_ Both Annual Assessments and Special
Assessments must be fixed at a uniform rate for all Lots. Annual Assessments shall be collected
annually, within 30 days after the Due Date (as defined below), Special Assessments shall be
collected within sixty (60) days of the date of such assessment, unless otherwise provided.
Section 7. Date of Commencement of Annual Assessments and Due Dates. The
Annual Assessments provided for he erein shall commence as to all Lots on the first day of
January, 2005. The Board of Directors of the Association shall fix the amount of the Annual
{ NSS67664. DOC: )

Rug 12 2004 5:45PM
Gaylor, Edwards &„Vatcher
910-455-9557
p.6
Assessment against each Lot at least thirty (30) days in advance of each Annual Assessment
period. Written notice of the Annual Assessment shall be sent to every Owner subject thereto.
The due dates (the "Due Date") shall be established by the Board of Directors. The Association
shall, upon request, and for a reasonable charge, furnish a certificate signed by an officer of the
Association setting forth whether the Assessments on a specific Lot have been paid. A properly
executed certificate of the Association as to the status of Assessments on a Lot shall be binding
upon the Association as of the date of -its issuance.
Section 8_ Effect of Nona went of A`s'sessments and Remedies of the
Association. Any Assessment which,is not paid within thirty (30) days after the Due Date shall
bear interest from the Due Date at the rate of nine percent (9.0%) per annum. The Association
may bring an action at law against the Owner personally obligated to pay the same or foreclose
its lien. No Owner may waive or otherwise avoid liability for the Assessments provided herein
by non-use of the Common Area or abandonment of his Lot.
Section 9. Subordination of the Lien to Mortgages and Deeds of Trust. The lien
for the Assessments provided for herein shall be subordinate to the lien of any first mortgage or
deed of trust. Sale or transfer of any Lot shall not affect the Assessment lien. However, the sale
or transfer of any Lot pursuant to mortgage or deed of trust foreclosure or any proceeding in lieu
thereof, shall extinguish the lien of such Assessments as to payments which became due prior to
such We or transfer. No sale or transfer shall relieve such Lot from liability for any
Assessments thereafter becoming due'or from the lien thereof.
ARTICLE V.
STORMWATER MANAGEMENT
The following covenants are intended to ensure ongoing compliance with the State
Stonnwater Management Permit Number , as issued by the Division of
Water Quality under NCAC 211.1000. The State of North Carolina is made a beneficiary of
these covenants to the extent necessary to maintain compliance with the Stormwater
Management Permit. These covenants are to sun with the land and be binding on all persons and
parties claiming under there_ The covenants pertaining to stormwater may not be altered or
rescinded without the express written consent of the State of North Carolina, Division of Water
Quality. Alteration of the drainage as'shown on the approved plan may not take place without
the concurrence of the Division of Water Quality.
Section 1. Allowable Built -Upon Area. The maximum allowable built -upon area
per lot is as follows:
Lot # 1 - 41,274 square feet; Lot #2 — 82,911 square feet; Lot #3 — 53,796 square feet.
These allotted amounts include any built -upon area constructed within the lot property
boundaries and that portion of the right-of-way between the front lot line and the edge of the
pavement. Built -upon area includes, but is not limited to, structures, asphalt, concrete, gravel,
brick, stone, slate, coquina and parking areas, but does not include raised, open wood decking, or
the water surface of swimming pools.
IMS67664.DOC )

Aug 12 2004 5:45PM Ga�lor, Edwards & Vatcher 910-455-9557
P-7
All runoff from the built-uponoareaon each lot must drain into the permitted system. This
may be accomplished through a variety of means, including. a piped collection system, which
ultimately discharges into the stormwater facility, appropriate grading of the lot such that the
built -upon surfaces drain into the facility, or graded swales which collect runoff and direct it into
the stormwater facility.
Each lot whose ownership is not retained by the permittee, is required to submit a
separate stormwater permit application to the Division of Water Quality and receive a permit
prior to construction.
Section 2. Swales. Swales shall not be filled in, piped or altered, except as necessary
to provide driveway crossings.
Section 3. Modification to Permit. Built -upon area in excess of the permitted
amount requires a state stormwater management permit modification prior to construction.
Section 4. Permitted Runoff. All permitted runoff from outparcels or future
development shall be directed into the permitted stormwater control system. These connections
to the stormwater control system shall be performed in a manner that maintains the integrity and
performance of the system as permitted.
ARTICLE VI.
GENERAL PROVISIONS
Section 1. Enforcement. The Association, any Members or any Owner, shall have
the right to enforce, by any proceedings at law or in equity, all restrictions, conditions,
covenants, liens and charges, now or hereafter imposed by the provisions of this Declaration.
Failure by the Association or by any. Member or Owner to enforce any covenant, condition or
obligation herein contained shall in no event be deemed a waiver of the right to do so thereafter.
Section 2. Declaration Supersedes Prior Covenants Relatinj& to Stormwate_r
Retention Pond. It is understood and agreed that the terms, covenants and conditions of this
Declaration supersede any prior written or oral agreements concerning the cleaning, maintenance
and repair of the Retention Pond located in the Common Area.
Section 3. Severabili . Invalidation of any one of these covenants, conditions or
restrictions by judgment or court order shall in no wise affect any other provisions which shall
remain in full force and effect.
Section 4. Amendment. The covenants, conditions and restrictions of this
Dcclaration shall run with and bind the land, for a term of twenty (20) years from the date this
Declaration is recorded, after which: time they shall be automatically extended for successive
periods of ten (10) years. This Declaration may be amended by an instrument in writing signed
by not less than seventy-five percent (75.0%) of the Members. Any amendment must be recorded
in the Onslow County Registry.
{M567664.DOC )
6

Aug 12 2004 5:4GPM 0a!jlor, Edwards & Vatcher 910-455-9557 P.8
Section 5. Annexation. Additional commercial property and the Common Area may
be annexed to the Property with the written consent of sixty six and two thirds (66.66%) of the
Members ,
IN WITNESS WHEREOF, the Declarant has caused this instrument to be duly executed
with authority duly given, this day of ; 2004.
DECLARANT:
BLACKJACK INVESTORS, INC.
By:
John L. Pierce, its Manager
I
G�
thIS67664.DOC: }
7

Aug 12 2004 5: 46PM Gad 1 or, Edwards &. Vatcher 910-455-9557 p. 1
STATE OF NORTH CAROLINA
COUNTY OF ONSLOW
s
I, a Notary Public in and for said County and State do hereby certify that
, personally came before me this day and
acknowledged that ,he is the Manager of BLACKJACK INVESTORS, LLC., a North Carolina
limited liability company, and that by authority duty given and as the act of the limited liability
company, the foregoing instrument was signed in its name by his as its Manager.'
Witness my band and official stamp or seal, this day of )2004.
Notary Public
My Commission Expires:
[M567664.D0C: )
. 8

Re: Moosehaven Business Park stormwater permit
Subject: Re: Moosehaven Business Park stormwater permit
From: Linda Lewis <Lmda.Lew] [e-mail]>
Date: Fri, 13 Aug 2004 08:13:58 -0400
To: Dewey Edwards <[e-mail]>
CC: Jahn Pierce <[e-mail]>, Dave Newsom <crystalcoasteng a bizec.rr.com>
Mx. Edwards:
No, I did not receive a page 6. The fax I received ended with the words "...water
surface of swimming pools.", then the number 5, then the words "remain in full
force and effect", then a Section 4 Amendment beginning "The covenants, conditions,
and restrictions of this Declaration shall run with and bind the land..." then the
number 6, and that's all.
I'm so glad to know it was a fax error. I in no way intended to second-guess you or
to insinuate anything about your professional abilities. If I gave that impression,
please accept my apologies.
Upon receipt of pages 5 and 6, I am prepared to issue the permit. (NO extra fee
since it was a fax error.)
Have a good weekend.
Linda Lewis
Dewey Edwards wrote:
Ms. Lewis:
Statements 42 and #3 under VI were included in my original revisions. They
are at the top bf page 6 of the Covenants. I will fax the entire set of
Covenants. Please let me know if you do not receive page 5 and 6 of the
Covenants, or if there are any other problems.
We have attempted to be diligent in compliance with the requirements. If you
did not receive'page 6 originally I can only attribute it to a facsimile
transmission error when the revisions were originally faxed. I do not believe any
additional charges should be .imposed for issuance of the permit.
Dewey Edwards
/------- Original Message -------/
/*From:*/ Linda Lewis <mailto: Linda. [e-mail]>
/*Date:*/ Thursday, August 12, 2004 17:20:10
/*To:*/ Dewey Edwards <mailto:[e-mail]>
/*Subject:*/ Re Moosehaven Business Park stormwater permit
Mr. Edwards:
I do not mean to imply anything about your professional abilities. The
only thing I can figure that happened is that you overlooked the fact
that there are two other required statements (items 42 and 43) under
Section VI in addition to the one about built -upon area.
Statement #2 under Section VI reads, "All runoff from the built -upon
areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including: a piped collection
system, which ultimately discharges into the stormwater facility;
appropriate grading of the lot such that the built -upon surfaces drain
into the facility; or graded swales which collect runoff and direct it
into the stormwater facility."
Statement 43 under Section VI of my deed restriction language document
reads "Each lot whose ownership is not retained by the permittee, is
required to submit a separate stormwater permit application to the
Division of water Quality and receive a permit prior to construction."
1 of 3 8/13/2004 8:15 AM

Re: Moosehaven Business Park stonmwater permit
If either of these statements was included in the deed restrictions I
received this morning, I could not find them. If they have been
included, and I have overlooked them, please tell me specifically what
section to find them in.
You are correct that there are really two statements, one for each
possibility, under Item 41. If the lots are assigned all the same BUA,
you use the upper statement. If the lots have varying BUA's, you use the
lower statement.
Hope this clears it up.
Linda
Dewey Edwards wrote:
> If yDear Ms. Lewis:
> Since I have.not heard from you since I phoned you this morning, I
> will respond to your request for the Declaration of Rights, Covenants,
> Restrictions and Easements ("Covenants")to be revised from the
> previously submitted revision in this e-mail.
> Contrary to ypur assertion that the revised Covenants did not
> comply with your requested revisions, they were revised and conformed
> verbatim. The only language which was omitted was the first paragraph
> under VI. That is because it would be redundant, repetitive and
> superfluous. The language in the first paragraph under VI is for lots
> which have the same number of permitted built -upon area(BUA). If the
> BUA varies for the different lots, you use the language in the
> paragraph immediately following the designation of lots and BUA for
> each designated lot.
> All of the required provisions of I and VI are set forth in the
> opening paragraph and Section 1 of the Stormwater Management Article
> V of the Covenants. The other sections in the Covenants were left in
> only because your instructions dated August 11, 2004 were to "Please
> revise the proposed deed restrictions to include all of the statements
> in Sections I -and VI ." You did not state that the other
> provisions had to be deleted.
> I am dumbfounded by the content of your message today to Mr.
> Newsom and Mri pierce to the effect that "Since we can't seem to get
> the required deed restrictions straight, despite the fact that you
> have been given the exact language necessary". You have impugned my
> professional ability and I do not appreciate it.
> I expect either a phone call or e-mail to clarify what, if any,
> other alleged defect exist with the Covenants or the issuance of the
> permit.
> Dewey Edwards
>
>
>
> <http://www.incredimail.com/redir.asp?ad id=309&lang=9
<http://www.incredimail.com/redir.asp?ad id=309&land=9>> /IncrediMai.1/
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2 of 3 8/13/2004 8:15 AM

RE: SW8 000317 Moosehaven Business Park
Subject: RE: SW8 000317 Mooschaven Business Park
From: "Crystal Coast Engineering" <crystalcoasteng@bizee. rr.com>
Date: Wed, 11 Aug 2004 10:25:46 -0400
To: "'Linda Lewis"' <[e-mail]>
The revised plan that I provided John Pierce did not include development
on Lots 1 & 2. As noted in the narrative, it was my intent that this
future development receive separate offsite permits. Evidently, when
John Pierce recently resubmitted materials, he did not forward the
revised Stormwater Plan on which I had removed development from Lots 1 &
2.
In short, the only purpose for the requested modification is to
accommodate the name change (Blackjack Investors) and to revise the
pond design to accommodate anticipated future BUA1s from Lots 1, 2 & 3.
}
I will get with JLP this morning to see that the revised plan that I
provided them gets delivered to your office ASAP.
with regard to Deed Restrictions, I will get Mr. Edward, the attorney,
to address ASAP.
-----Original Message -----
From: Linda Lewis [mailto:Linda. [e-mail]]
Sent: Wednesday, August 11, 2004 8:45 AM
To: John Pierce
Cc: Dave Newsom
Subject: SW8 000317 Moosehaven Business Park
John and Dave: e
The Division received an Express SW application for the subject project
on July 21, 2004; with a scheduled review date of August 11, 2004. The
application is incomplete. Please provide the following items prior to
August 18, 2004,,,to continue the reivew.
1. There is currently development shown on Lots 1 and 2. Is it your
intent that this development be permitted under this permit? I thought
each lot would be getting a separate offsite permit. If you want Lots 1
& 2 permitted under 000317, please advise, and provide proposed
collection, grading and dimensions for the impervious areas shown.
2. If Lots 1 & 2 will indeed be getting separate offsite permits, as
indicated in your narrative, please remove the development shown on
those lots.
3. Please revise the proposed deed restrictions to include all of the
statements in Sectiens I and VI of the attached document.
Linda
t.
1 oft 8/11/2004 10:46 AM

SW8 000317 Moosehaven Business Park
Subject: SW8 000317 Moosehaven Business Park
From: Linda Lewis <[e-mail]>
Date: Wed, l 1 Aug 2004 09:45:05 -0400
To: John Pierce <[e-mail]>
CC: Dave Newsom <crystal coasteng@bi zec. rr. co m>
John and Dave:
The Division received an Express SW application for the subject project on July 21,
2004, with a scheduled review date of August 11, 2004. The application is
incomplete. Please provide the following items prior to August 18, 2004, to
continue the reivew.
1. There is currently development shown on Lots 1 and 2. Is it your intent that
this development be permitted under this permit? I thought each lot would be
getting a separate offsite permit. If you want Lots 1 & 2 permitted under 000317,
please advise, and provide proposed collection, grading and dimensions for the
impervious areas shown.
2. If Lots 1 & 2 will indeed be getting separate offsite permits, as indicated in
your narrative, please remove the development shown on those lots.
3. Please revise the proposed deed restrictions to include all of the statements in
Sections I and VI of the attached document.
Linda
DEEDREST.FOR.doc Content -Type: application/msword
Content -Encoding: base64
1 of 1 8/11/2004 9:45 AM

JOHN L. PIERCE & ASSOCIATES, ,
LAND SURVEYING -LAND PLANNING - MAP
CIVIL ENGINEERING
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, NC 28541
Office: [phone] Fax No.: [phone]
E-Mail: [e-mail]
1 k)�
TO Ms. Linda Lewis v-
N.C. Department of Environment
and Natural Resources
Wilminj�ttnn, NC 28409
WE ARE SENDING YOU
❑ DRAWINGS ❑ ATTACHEI)
❑ COPY OF 1,FT7FR ❑ PRINTS
© CHANGE ORDER
NG
Y
JUL 21 20ni
letter of transmitta
nAI'`'July 20, 2004 ,{„� N�.
A1112 N HON
Linda Lewis
NI;: '
Moosehaven Business Park
Permit No. SW8000317 (MOD)
❑ UNDER SFPARP:rF COVER VIA
❑ PLANS ❑ SAh1PIAt S
_THE FOLLOWING ITEMS:
❑ SPECIFICrV11ONS
COPIES
DATE
NUMBER
DESCRIPTION
2
Sets of revised plans
2
Revised applications with design calculations
1
Chpr-k in the nmnitnt of four thousands dollars ($4,000.0
to advance to "Fast Track"
1
Letter from Engineer
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As rctluested
r ❑ Approved as submitted
© Approved as noted
❑ Returned for corrections
❑ resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due
'+ ❑ Prints returned after loan to us
..❑
REMARKS Should you need any additional_
information, please let tls know.
SIGNED

f
.j

C staff Coast Engineering,PA
l 3817-3 Freedom Way
Hubert, N.C. 28539
Tel: [phone] Fax: [phone]
Email: crystalcoasleng@b¢ec.mcom
July 16, 2004
Ms. Linda Lewis
N.C. Division of Water Quality
127 Cardinal Drive Extension
Wilmington, N.C. 28405
Re: Stormwater Project No. SW8 000317 Mod_
Moosehaven Business Park
Onslow County
Dear Ms. Lewis,
We are in receipt of your Request for Additional Information dated June 17, 2004 for the
referenced project We provide the following information to allow you to continue the
stormwater review (item numbers correspond to your original Request):
1. Developer is Blackjack Investors, LLC. Application forms have been revised as
requested.
2. The requested permit modification is for pond only (Lot 4). Future development on Lots
1, 2 & 3 will require submission of separate permit applications with offsite supplements.
These development plans are currently under design by others and will be forwarded to
your office in the near future. Blackjack Investors, LLC, however, desires to construct
the pond now (prior to development by others on adjacent lots).
3. Pond Details include a detail and planting schedule for vegetated shelf.
4. Designers of developments on Lots 1,2 & 3 are aware that runoff from those sites must
be diverted to treatment pond.
5. Pond has not yet been constructed.
6. Pond will not be used for erosion control. Separate erosion control plans will be
required for each of the lots served by the proposed pond.
7. Portable pump is to be used for dewatering.
8. Drainage area has been delineated. The only offsite drainage area will be construction
of a joint entrance at the southerly comer of the tract (Lot 1).
9. Forebay volume has been reduced per your request
10. Attached is a breakdown of impervious areas on a "per lot basis".
We are hopeful that this response address all concerns and that the permit can be issued in the
near future. Should you have questions or additional concerns, please feel free to contact me.
You ,
New , P
CRYSTAL COAST ENGINEERING

OF WATF'9 Michael F. Easley, Governor
�a �? William G. Ross Jr., Secretary
4 v North Carolina Department of Environment and Natural Resources
co (W j Alan W. Klimek, P.E.,Director
p Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
June 17, 2004
Mr. Dewey Edwards, President
Moosehaven Property Owner's Association, Inc.
PO Box 1685
Jacksonville, NC 28541
Subject: Request for Additional Information
Stormwater Project No. SW8 000317 Mod.
Moosehaven Business Park
Onslow County
Dear Mr. Edwards:
The Wilmington Regional Office received a Stormwater Management Permit Application
for Moosehaven Business Park on March 31, 2004. A preliminary review of that
information has determined that the application is not complete. The following
information is needed to continue the stormwater review:
1. The stormwater rules require that the permit be issued to the developer. A
permit cannot be issued to the Association until the development is
substantially complete and the stormwater facilities are ready to be turned
ove�.ZThe own er/developer- is - shown ..as-BIackjack-,Investors; LLC;-on
plans, and they are the Declarant shown on the Declaration of Covenants,
Restrictions and Easements. The president, vice-president or the manager
of Blackjack Investors, LLC, must sign the application and pond supple-
ment. Please also change the names on the application accordingly.
2. Please provide proposed grading (contours & spot elevations) for the
building, parking, drives, sidewalks, etc.
3. Specify pond / swale side slope vegetation and the wetland species to be
planted. on the 6:1 shelf. -
4. Please show the proposed method to collect the runoff from the lots and
direct-it-into_the_pond. - - -
5. If the pond has already been constructed under the previous version of the
permit; please -provide -the -designer's -certification -so -that -this -permit can be
issued.
6. Please initial item (1) on the wet pond supplement. If you do not intend to
use the pond during construction as an erosion control device, please
provide a copy of the Erosion Control plan showing the measures to be
used instead of the pond.
-4A
N. C. Division of Water Duality 127 Cardinal Drive Extension [phone] Customer Service ,��..;.,�,
Wilmington Regional Office Wilmington, NC 28405 .[phone] Fax [phone] NCOE NA

Mr. Edwards
June 17, 2004
Stormwater Application No. SW8 000317 Modification
7. Please initial item (m) on the wet pond supplement. By indicating the use
of a portable pump to drain the pond for an emergency, you are meeting
this requirement, so it must be initialed.
8. Please clearly delineate and identify the offsite drainage area and show
the 2,199 ft of offsite built -upon area. How much of the 219,007 square
feet of drainage area is from offsite?
9. Please reduce the forebay volume so that it is between 18% and 22% of
the permanent pool volume.
10. On a separate piece of paper in the calculations, please break down the
proposed and future BUA's by Lot. For example, the maximum for Lot 1 is
43,687 ft2, but I don't know how much of that amount is currently shown
on the plans and how much will be future development. Additionally,
further break each lot down by building, parking, street, sidewalk, future,
etc.
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received by this Office prior to July 17,
2004, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
- -- ----information. The -Division is -allowed 90 days from'the receipt -of a`completed --
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
________ _-S i n ce rely_,
Linda Lewis
Environmental Engineer
RSS/arl: S:IWQSISTORMWATIADDINF0120041000317.jun04
cc: Dave Newsom, P.E., Crystal Coast Engineering
John Pierce, Manager, Blackjack Investors, LLC
Linda Lewis
Page 2 of 2

~ OFFICE USE ONLY --
Date Received
Fee Paid
Permit Number
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
MAR 3 12004
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original i3y:
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Moosehcay<n Prz;pert !qDtonrrs'
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Dewey ;9 &,Ifi2nS - )712C-
3. Mailing Add ss for person listed in item 2 above:
City: State: W C _ Zip:
Telephone Number: 4
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
_ -JYD 0.5rz HAV-FAJ- BU.S„1isS5 �/till<
5. Location of Project (street address):
QGt—Cf'14{ale,sr1r% {�IG�15� Y�rcVi'•+l K2:f'rl �f\�f r�C_��`ft�l�
City: County: 0I\Sluk�1
6. Directions to project (from nearest major intersection):
A-C, P rt,x i v,n r.Jtl, l,-) (.. i 0 m i �, r, 5,,LL+k i,t5
t-Nk L;: \1 1 `7
C � Uc-) 1 i r.\.1nci I \i ( 7 P,- 1 `" -7 D L VJ i?`;� iY r Vl e ti \%C` • l
7. Latitude: .;`J 6 ij& v 3 tp- I Longitude: '7 *7 `�I 3" 44 -1, Z, `' of project
8. Contact person who ca answer questions about the project:
Name: ' Uhn ./ f 6 r% V—I#SZZ� tt:'S' Telephone Number: CI I �i0 ' CPO
II. PERMIT INFORMATION:
1. Specify whether project is (check one)
New Renewal _.__Modification
Form SWU-101 Version 3.99 Page l of

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number 006�St7 and its issue date (if known)
3. Specify the type of project (check one):
Low Density
--X—High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major Aedimentation /Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1, In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Ct S W1
2. Stormwater runoff from this project drains to the oezk Ov') Ver River basin.
3. Total Project Area: 6-C)S —acres 4. Project Built Upon Area: 1, %
5. How many drainage areas does the project have? _ ... L
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
$astn Information
..''Drainagei " A 'T
A 2
Receiving Stream Name
Receiving Stream Class
Drainage Area
1 007 5
Existing Impervious* Area
Proposed Imper-vious*Area
0 17 7, $ $ i S
% Impervious* Area (total)
--Impervious* Surface Area,
;% ,Drainage nage Ar6a,2
`
On -site Buildings
53 SIC
On -site Streets
On -site Parking
q Li
On -site Sidewalks
la 6 -7. c� D
Other on-sitemil
94'
Off -site
o. C) 1 9 �
Total: Q eir, OTT 5;Y. )
. Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc. - jk R 6,3 e- r vtR d Pur F7Lt TU K �
Form SVYU- 10 1 . Version 3.99 Page 2 of 4

1 7. How was the off -site impervious area listed above derived? P/Ctr) 1'Z e. &—
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
I. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ),
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each $MP
• Permit application processing fee of $420 (payable to NCDENR) !(
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including: I
- Development/Project name
Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations. finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm):
Mailing Address: /-0
City: ('TAC.4S 6 Y 1 V
Phone: 1 0
VIII. APPLICANT'S CERTIFICATION
oc' �c le�s
State: zip:
JJ oCc7�7 ,CJ
Fax: tl O s LO
1, (print or type name of person listed in General Information, item 2) 7E W G `/ & DW A ILT
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000.
Date:
'Gi�f�an .�nc
Form SWU-101 Version 3.99 Page 4 of 4

Permit No. �(�� �r_'y� / ./
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DW_ Q Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: _ffo_��40 Veil P 5_S'29
Contact Person: �TJh P! E r-GC; tY y�uCi �i P� E
„ zraA,o pI-ei Phone Number: q D
For projects with multiple basins, speciiy wnich'6asin this workshect applies to: lt,' iA
elevations
Basin Bottom Elevation 3 f .Qa ft.
Permanent Pool Elevation 3'7, coo ft.
Temporary Pool Elevation — 3 `� -a 5 ft.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area _ i O (.,e-'7 _ _ sq. ft. (water surface area at the orifice elevation)
Drainage Area 5. c33 ac. (on -site and off -site drainage to the basin)
Impervious Area 03 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume I, �q -i cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume i �, %U i cu. ft. (volume detained above the permanent pool)
Forebay Volume -7, _� ,;J I cu. ft. (approximately 20% of total volume)
Other parameters
SAIDA I
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
(surface area to drainage area ratio from DWQ table)
(2 to S day temporary pool draw -down required)
(minimum 85% required)
Form SVVU-102 Rev 3.99 Page I of 4

Footnotes:
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
U. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The.temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
`? f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3: L
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
T'vm P
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does V¢oes not
This system (check one) 0 does .does not
incorporate a vegetated filter at the outlet.
incorporate pretreatment other than a forebay.
Form SWU-tot Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment sball be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads �, feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads .7 - feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
ill in the hlankr)
17 Permanent Pool Elevation ".3 7 . vU
SedimenVoval � , --- 75 °--------- -- Sediment Removal Elevation 32,1Q 75%
Bot3:DD °/n--�-------------------------------------------125%
------
Bottom Elevation 31 .0
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: VEWr'-f
Title: T2F5 r PGA
Address:_. T 0- 3&Y 1057_ /a19 AtE-j ?fLrDG6 5T., J/ffK irOAtVI«t ,WC Zosyo
Phone:
Signature:
Date:
10) AlSS- 9 Y 94
�.e,�J
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I,6,4-a'-
, a Notary Public for the State ofG2
County of , do hereby certify that 7
personally appeared before me this /c� day of and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
�oTAR
oy, '°UBLNG
uu11ll I1111111 Or? A T
U L. In .
My commission expires_ / �� /�(p
Form SWU-102 Rev 3.99 Page 4 of 4

DETENTION POND ANALYSIS
FILE NAME: S:\WQS\POND1000317.WK1
PROJECT#: SW8 000317
PROJECT NAME: Moosehaven Business Park
REVIEWER: L. Lewos
DATE: 17-Jun-04
Receiving Stream: Mill Creek (Dote's Branch) Class: SC -NSW Chlorides: n1a
Drainage Basin: White Oak Index No. 19-9
Site Area 5.03 acres
t Area= 5.03 acres
Drainage Area square fee
IMPERVIOUS AREAS
Rational C
Buildings
12253.00
square feet
Lot 1
43687.00
Parking
94161.00
square feet
Lot 2
75210-00
SW
7804.00
square feet
Lot 3
56785.00
Offsite
2199.00
square feet
Total
175682.00
Future
61464.00
square feet
square feet
TOTAL
square feet s
Rational Cc= 0.04
SURFACE AREA CALCULATION
% IMPERVIOUS 81.22%
Des. Depth 6
TSS: 90
SA/DA Ratio 4.67%
Req. SA 10235 sf
Prov. SA sf
VOLUME CALCULATION * place a 1" in the box if Rational is used I
Rational ?*
Des. Storminches
Rv=
0.78
Bottom
30 msl
Perm. Pool
msl
Design Pool
38.25 msl
Design SA
12695 sf
Req. Volume ' cf
........ ......
Prov. Volume cf
ORIFICE CALCULATION
FOREBAY
Perm. Pool Volume=
Req, Forebay Volume=
Provided Volume=
Percent=
SA @
Elevation=
31194
6238.8
7228.00
Avg. Head =
0.60 ft
Q2 Area =
3.17
square inches
Flow Q2, cfs
0.082 cfs
Q5 Area =
1.27
square inches
Flow Q5, cfs
0,033 cfs
Orifice Area
1.77
square inches
No. of Orifices
Q=
0.046
cfs
Diameter or
I] n
Weir Dimensions
Drawdown
days
COMMENTS
Surface Area , Volume and Orifice are within Design Guidelines.

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Offcce
Michael F. Lasky, Governor
William G. Ross,,)r.,Secretary
Division of Water- Quality
February 20, 2001
Mr. Donnell Thompson, President
Mooschaven Property Owners Association, Inc.
19 l gret Street
Hilton Head Island, SC 29928
Dcar Mr. Thompson:
"a�
, i yat• a r" - ��
Subject: Permit No. SW8 000317
Sleep Inn Suites, Blackjack Investors, I.I.0 Subdivision
High Density Storlllwater Project
Onslow County
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Sleep Inn
Suites, Blackjack Investors, I -LC Subdivision on 1-ebrtiary 2, 2001. Staff review of the plaits and speci ficati oils has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC
21-1.1000. 'We are forwarding PernlitNo. SW8 000317 dated February 20, 2001, foi•tlle construction of Sleep lnn
SL[iteS, Blackjack Investors, I LC Subdivision.
"]'his permit shall be effective from the date of issuance until February 20, 2011, and shall be subject to the
conditions and limitations as specified therein. Picase pay special attention to the Operation and Maintenance
requirements in thispermit. Failure to establish an adequatesystem foroperation and maintenanceofthe storm water
management system will result in future compliance problems.
11'any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must
be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 276I 1-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Scott Vinson, or
me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSSi:sav S:1WQSlSTOiZMWATII31 RMI"f1000317.117M
cc: David Newsom, P.E.
Mitchell Parker, Onslow County Inspections
Scott Vllls011 _
i Wilmington Regional Office s
—Central Files
127 Cardinal Dr. Ext., Wilmington, North Caroling 28405 "Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State Stormwatcr Management Systems
Permit No. SW8 000317
STATE OF NORTH CAROLINA
DEPARTMENT. OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITV
STAT'1, ST'ORMWAT'ER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions ofArticle 21 ofChapter 143, General Statutes ofNorth Carolina as amcndecl, and
other applicable Lairs, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Moosehaven Property Owners Association, Inc.
Sleep Inn Suites, Blackjack Investors, I_LC Subdivision
onslou, Cotrfaty
FOR THE
COIlstruCtl011, operatlon and maintenance of a wet detention pond In compliance With the provisions of 1 5A NCAC
211 .1000 (hereafter referred to as the "stoi-timater• Arles') and the approved stormwater management plans and
specifications and other supporting data as attached and on pile 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 February 20, 201 1 and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
I
1. This permit is effective only Willi 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 on page
3 of this pernliIt, the Project Data Shect. The stormwater control has been designed to handle the'l--Cmoff from
174,560 square feet of impervious area.
3. for this project are incorporated by reference and are enforceable parts
Approved plays and specifications
of the permit.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per
approved plans.
2

State Stormwater Management Systems
Permit No. SW8 000317
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name: Sleep Inn Suites, Blackjack Investors, LLC Subdivision
Permit NU111ber: SW8 000317
Location: Onslow County
Applicant: Mr. Donnell Thompson, President
N,lailing Address: Moosehaven Property Owners Association, Inc.
19 Egret Street
Hilton I -lead Island, SC 29928
Application Date: February 2, 2001
Water Body Receiving Stormwater Runoff: Mill Creek (WO 19-9)
Classification of Water Body: "SC - NSW"
If Class SA, chloride sampling results: n/a
Pond Depth, feet: 6.00
Permanent Pool Elevation, FMSL: 36.00
Drainage Area, acres:
"Dotal Impervious Surfaces, ft2:
Outparcels; ft2
0ffsite Area entering Pond, ft2:
Requires] Surface Area, ft2:
Provided Surface Area, ft2:
Required Storage VOIuE11C, ft':
Provided Storage Volume, ft':
"Temporary Storage Elevation, FMSL:
Controlling Orifice:
5.00
174,560
Tract # I a 66,142 ftz and "Tract #2 a 55,460 ft2
3,190 to Tract #2, per Engineer
10,038
11,000
14,000
14,040
37.18
1.50"(� pipe
3

State Stornlwater Management Systems
Permit No. SW8 000317
11. SCHEDULE OFI COMPLIANCE
I . The stormwater management system shall be constructed in it's entirety, vegetated and operational for its
intended use prior to the construction of any built -upon surface.
2. During corlstlluction, el'OSIOn shall be kept to a minimum and any eroded areas o f the system will be repaired
immediately.
3. All connections into the stormwater system from future areas or outparcels shall be made such that short-
circuiting of the system does not occur.
4. ']'he pertnlitte I 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 entirely and mallltenanCe 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 off side slopes.
d. ]nlnlediate repair of eroded areas.
C. Maintenance of side slopes in accordance with approved plans and specifications_
f. Debris Iremoval and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
5. Records of maintenance activities must be kept and made available upon request to authorized personnel
of D`VQ. The records will indicate the date, activity, name ofperson performing the work and what actions
were taken.
6. Decorative spray fountains will not be allowed in the stormwater treatment system.
7. 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.
S. Upon conlpletio n ofconstruction, 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 forthe 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 i lust be noted on the Certification.
9. A copy ofthc approved plans and specifications shall be maintained oil file by the Permittee for a mininitinl
of ten years froth the date of the completion of construction.
10. Prior to the sale Iof any portion of the property; an access/maintenance easement to the stormwater facilities
shall be granted Iin favor of the permitter if access to the stormwater facilities will be restricted by the sale
of any portion o.ftile property.
11. The permitter is' responsible for verifying that the proposed built -upon al -ea does not eXCCCd the allowable
built -upon area.
4

State Stormwater Management Systems
Permit No. SW8 000317
12. -I f 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.
13. Deed restrictions must be recorded prior to the sale of any outparcel or future area shown on the approved
plans to ensure that future owners are made aware of the built -upon area limitations. The following
statements must be recorded:
"To ensure continued compliance with the NC Division of Water Quality Stormwater Management
Permit Regulations, 15A NCAC 2H.1000, the maximum built -upon area far outparcel(s) and future
areas shown on the approved plans are Tract 91 limited to 66,142 square feet and Tract 42 limited
to 55,460 square feet. This allotted amount includes any built -upon area constructed within the
property boundaries, and that portion of the right-of-way between the lot lines and the edge of the
pavement. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
stone, slate, coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools."
b. "The runoff from all built -upon area oil the outparcel or future area must be directed into the
permitted stormwater control system."
"Built -upon area in excess of the permitted amount will require a permit modification."
Cl. "The connection into the stormwater control shall be made such that short-circuiting of the system
does not occur."
14. A copy of the recorded deed restrictions with all statements as listed above, must be submitted to the DWQ
within 30 days of the date of the recording. The recorded copy must be signed by the permittee, dated,
stamped with the deed book number and page, and bear the stamp/seal of the Register of Deeds.
15. The following items will require a modification to the permit:
It. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
C. Further subdivision, acquisition, or sale ofthe project area. The project area is defined as all property
owned by the permittee, for which Sedimentation and Erosion Control Plan approval and/or a
CAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
16. The Director may determine that other revisions to the project should require a modification to the permit.
17. 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 r::;i.ce, the permittee shall submit a written
time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall
provide copies oFrevised plans and certification in writing to the Director that the changes have been made.
18. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water surface of
swimming pools
5

State Stormwater Managenlcrit Systems
Permit No. SW8 000317
III. GENERAL CONDITIONS
1. This permit its not transferable. In the event there is a desire for the facilities to change ownership, or there
is a name change of the Permittee, a formal permit request must be submitted to the Division of Water
Quality accompanied by all application fee, 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.
1
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 L this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, o I r ordinances which may be imposed by other government agencies (local, state, and federal)
which have 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 storillwater management systems.
5. The Permittee; grants DENR Staff permission to enter the property for the purpose of inspecting all
Coniponcllts of
the permitted Stormwater managenicnt 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 riot stay any permit condition.
7. Unless specifie
d elsewhere, permanent seeding requirements for the storrivvater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control Planning and Design Manual.
8. The permitter hall notify the Division ofany name; ownership or mailing address changes within 30 days.
1 -
PCl'mit issued this the 20th day of February, 2001.
NORTI-I CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Kerr T. Stevensl, Director
Division of Wafer Quality
By Authority o I the Environmental Management Commission
'i Vei-mit Number- SW8 000317
on

Sleep Inn Suites, Blackjack Investors, LLC Subdivision
Stormwater Permit No. SW8 000317
OnsIOW County
Designer's Certification
Q
as a duly registered
State Stormwater Management Systems
Permit No. SW8 000317
Page 1 of 2
to
the State of North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of
the project,
(Project)
for (Project Owner) hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the project construction such that the construction was observed to be
buiit within substantial compliance and intent of the approved plans and specifications.
1 have checked the items listed on Page 2 of this form as a part of this Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
7

State Stormwater Management Systems
Permit No. SW8 000317
Certi[ica€ion Requirements: Page 2 of2
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built -upon area.
1All the built -upon area associated with the project is graded such that the runoffdrains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The Outlet structure is located per the approved plans.
G. Trash rack is provided on the outlet/bypass structure.
7. All sl Ipes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of the system.
10. The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All reclLred design depths are provided.
13. All regLred parts of the system are provided, such as a vegetated shelf, and a forebay.
14. "I"lie overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDEN1Z-DWQ Regional Office
Mitchell Parker, Onslow County Building Inspector

State Stormwater Management Systems
Permit No. SW8 000317
STATE OF NORTH CAROLINA
DEPARTMENT OIL ENVIRONMENT AND NATURAL RESOURCE'S
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
1 n accordance with the provisions of Article 21 of Chapter 143, Gencral StatUteS ol'North Carolina as amended, and
other applicable Laws, Rules, and Regulations
PLRMISSION IS H1 IZE13Y GRANTED `I'O
Moosehcrven Properly Owners Association, Inc.
Sleep Inn Suites, Blackjack Ini7estors, LLCSubclivision
Oilsioil, Counly
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions of 15A NCAC
21-1 .1000 (hereafter referred to as the "slornawcrlej• rules') and the approved stormwater management plans and
speci f ications 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 February 20, 2011 and shall be subject to the following
specified conditions and limitations:
L DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. ']'his stormwater system has been approved for the management of stormwater runoff as described on page
3 of tliis permit, the Project Data Shec..•The stormwater control has been designed to handle the runoff from
174,560 square feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of.,the permit.
4. The tract will be limited to the amount of built -Upon area indicated on page 3 of this permit, and per
approved plans.
2

State Stormwater Management Systems
Permit No. SWH 000317
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL. 11*-�SOURCLS
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions ol'Article 21 of Chaptcr 143, Genera! Statute~ of North Carolina as amended, and
other applicable Laws, Rules, and Regulations
PERMISSION IS HLRE-BY GRANTED TO
Moosehaven Prolmrly Owners Association, Inc.
Sleep Inn Surges, Blackjack Investors, L,I_C Subdivision
Onslory Coulloy
FOR THE
construction, operation tend maintenance ofa wet detention pond in compliance with the provisions of 15A NCAC
21-1 .1000 (hereafter referred to as the "voi•ln valet' t'llLes') and the approved stormwater nlanagen1Cnt 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 pernllt.
This permit shall be effective from the date of iSSUal1CC Ulltl l Febl-Llary 20, 2011 and shall be sublect to the following
specified conditions and limitations:
1. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the
application anti other supporting; data.
2. This stormwat it system has been approved for the management of stormwater runoff as described on page
3 of this permit! the Project Data Sheet. The stormwater control has been designed to handle the runoff from
174,560 square feet of impervious area.
3. Approved )roved plans and specifications for this pro•ect are incorporated b reference and are enforceable parts
11 i 1 1 J 1 Y al e l
ofthe permit.
4. The tract will be limited to the alllOUnt of' bUllt-UP011 area indicated on page 3 of this permit, and per
approved plans ,
2

Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Reccivi
State Stormwater Management Systems
Permit No. SW8 000317
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Stormwater Runoff:
Classification of Wat 6r Body:
II_Class SA, chloride sampling results
Pond Depth; feet:
Permancnt Pool Elevation, FMSL:
Drainage Area, acres:
Total Impervious Surfaces, ftz:
Outparcels, ft'
Offsite Area entering fond, ft2:
Required Surface Area ftz:
Provided Surface Area, ft2:
Required Storage VolumC, ft3:
Provided Storage Voluilic, ft;:
Temporary Storage Elevation, FMS11:
Controlling Orifice:
Sicep Inn Suites, Blackjack Investors, LLC Subdivision
SW8 000317
onslow County
Mr. Donnell Thompson, President
Mooschaven Property Owners Association, Inc.
19 Egret Street
Hilton Head Island, SC 29929
February 2, 2001
Mill Creek (WO 19-9)
"SC - NSW"
n/a
6.00
36.00
5.00
174,560
Tract # 1 @ 66,142 ft2 and "Tract #2 a 55,460 ftz
3,190 to "Tract #2, per Engineer
10,038
11,000
14,000
14,040
37.18
1.50"c pipe
3

State Stormwater Management Systems
Permit No. SW8 000317
IL SCHFAWLL OIL COMPLIANCE
1. The storrim,ler management system shall be constructed in it's entirety, vegetated and operational for its
intended lisCIprior to the construction of any built -upon surface.
2. During construction, CrOsion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately
3. All comlecticins into the stormwater system from future areas or u outparcels shall be made sch tlltlt short-
circuiting of the system does not occur.
4. "['Ile pernlittec shall at all times provide the operation and maintenance necessary to assure the permitted
Slorillwater SySlC111 I-UnCtions at optimum efficiency. ']'he approved Operation and Maintenance Plan must
be followed in its entirety and maintenance must occur at the schedUICd intervals li1ClUding, but not limited
to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal,
C. MowiiIig and revegetation of side slopes.
d. Immediate repair of eroded areas.
C. Maintenance of side slopes in accordance with approved plans and specifications.
F. Dcbris}removal and unclogging Of Outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure nllist be available at all times.
5. Records ofmainteilance 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.
6. DCCOrative spry fountains will not be allowed in the stormwater treatment system.
7. The facilities shall beconstructed 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.
S. Upon completi n of Construction, prior to issuance of a Certificate of Occupancy, and prior to operation of'
this permitted facility, a certi f ication must be received from in 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 mi ust be noted on the Certification.
9. A copy of the approved plans and specifications shall be maintained on file by the Permittee fora minimum
of ten years fronl the date Of the completion of construction.
10. Prior to t,e sale fany portion of the property, an accesslmaiiltcnai,cecasement to the stormwater facilities
shall be granted to favor of the Permittee if access to the stormwater facilities will be restricted by the sale
orally portion of the property.
1. I'hc Permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon area.
lI

State Storillwater Management Systems
Permit No. SW8 000317
12. 1l'the storm Water system was used as all Erosion Control device, it must be restored to design condition prior
to operation I�ls a stormwater treatment device, and prior to occupancy of the facility.
Dced restrictions must be recorded prior to the sale of any outpal-ce] or future area shown on the approved
plans to ensure that future owners are made aware of the built -upon area limitations. The following;
statements mIIust be recorded:
a. 11TO e lsure continued compliance with the NC Division of Water Quality Stormwater Management
Perniit. Regulations, 15A NCAC .1000, the maximum built -upon area for outparcel(s) and future
areas shown oil the approved plans are "Tract #1 limited to 66,142 square feet and "Tract #2 limited
to 55 '460 square feet. `Phis allotted amount includes any built -upon area constructed within the
property boundaries, and that portion of the right-of-way between the lot lines and the edge of the
pavement. 1311ilt upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
stolle,1slatc, coquina and parking; areas, but does not include raised, open wood decking, or the water
surfilcc Of Swimming pools."
b. "The runoff 1'rom all built -upon area on the outparcel or future area must be directed into the
permitted stormwater control system."
C. "Built upon area in excess of the permitted amount will require a permit modification."
d. "'The connection into the stormwater control shall be made such that short-circuiting of the s stem
i g Y
does not occur."
14. A copy of the recorded deed restrictions with all statements as listed above, must be submitted to the DW
Q
within 30 days of the date of the recording. The recorded copy must be signed by the permittee, dated,
stamped with the deed book number and page, and bear the stamp/seal of' the Register of Deeds.
15. The following itenis will require a modification to the permit:
a. Any revision to the approved plans, regardless of sire.
b. Project iname change.
C. Transfer of ownership.
Cl. Redesigjn or addition to the approved amount of built -upon area.
C. F urthcr subdivision, acquisition, or sale of the project area. The project area is defined as all property
owned h), the permittee, for which Sedimentation and Lrosion Control Plan approval and/or a
LAMA Major permit was sought.
F. Filling inn, altering, or piping of any vegetative conveyance shown on the approved plan.
16. The Director nl I y determine that other revisions to the project should require a modification to the permit.
17. The Director nJy noti fy the permittee when the permitted site does not meet one or more of the mimilltlnl
requirements ofthepermit. Within the time frame specified in the notice, the permittee shall submit awritten
time schedule t0 mthe Director for modifying the site to sleet mininium requirements. The permittee shall
provide topics off revised plans and certification ill writing to the Director that the changes have been made.
18. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, ol• the water stlrfacc of
swilliming pools
5

State Stormwater Management Systems
Permit No. SW8 000317
Ill. GENERAL CONDITIONS
I
1. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there
is a name change of the Permitter, a formal permit request must be submitted to the Division of Water
Quality accompanied by an application fee, 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.
2. l ailure to abide by the conditions and limitations contained in this pernlit may subject the Permitter to
enforcerllent action by the Division of Water Quality, in accordance with North Carolina General Statute
143-215.6A to 143-215.6C.
3. The issuance o f 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)
Which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions,
the Pernlittee shall take immediate corrective action, including those as may be required by this Division,
such as the c011S11-LICtio11 of additional of replacement stornlwater management Systems.
5. The pernlitteel grants DFNR Staff permission to enter the property for the purpose of inspecting all
components oaf the permitted stornlwater management facility.
6. The pernlit 111L be modified, revoked and reissued or terminated for cause. The tiling of a request for a
permit Illodlficatlon, 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.
The periluttee Shall notify the Division of ally Ilame, ownership or malling address changes within 30 days.
Permit issued this the 20th day of February, 2001.
NORTH CAROO LINA I NVIRONMENTAL MANAGEMI�NT COMMISSION
Kerr 'I'. Stevens, Director
Division of Water Quality
By Authority of the Lnvironmental Management Commission
Permit Niemhc'r SW8 000317
6

u ,
4
Date Received
Fee Paid
Permit [dumber
-
� ,a
17
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT, APPLICATION FORM
This form may be'photocopied for use as an original
I. GENERAI:INFORNIATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
I '
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Donnell T
3. Mailing Address for person listed in item 2 above:
19 Earet Street
City: Hilton Head Island State: Sc zip: 29928
Telephone Number: 843 686-67$6
4_ Project Name ( subdivision, facility, or establishment name -should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Sleek sari_& Suites. _Tract 3 - Blackjack investorsvLLCoSubdivisnn
5. Location of Project (street address):
City: _Jacksony i l le
I.
6. Directions to project (from nearest major intersection):
I
County: _ Onslow ---
-Approximat�ly 0.10 miles South—onHighway 17 from intersection of US Highway 17
and NCSR 14�70 (Western Blvd.) _
7. Latitude: 34 °46' 36.1 " Longitude: 77 ° 23' 42.8" of project
8. Contact person who can answer questions about the project:
}
Name:_j avid K_ Newsnm, ,Inhn I_- Pierre A Telephone Number: ( 910 _) 346-9Ron
} Associates A.A.
H. PERTMIT LNTO&MATION:
1. Specify whether,project is (check one): New Renewal _Modification
`10 POCM (jf"-5wg ppp3l%
Form SWU-101 Version 3.99 Page 1 of 4

2, if this application is being sub tted�resullal or modification to an existing permit, list the
existing permit numberand its issue date (if known)NIQ
3. Specify the type of project (che one):
Low Density X (X High Density Redevelop General Permit Other
4. Additional PrLct Requirements (check applicable blanks):
_CAMA Major XX Sedimentation/Erosion Control �404/401 Permit �NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-674i
III. PROJECTINFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater from proiect (Tract 3-Sleep Inn_& Suites) will be treated in stormwater
PO nd (90% TSS�removal) - Pond designed to also accommodate offsite Tracts 1 & 2
2. Stormwater runoff from this project drains to the White Oak ( New River) _ River basin.
3. Total Project Area: 5 _'Do _acres 4. Project Built Upon Area: 24.3% %
5. How many drainage areas does the project have?� 4
6. Complete the foIIowing information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
OFFSITE TRACT #1 OFFSITE TRACT #2
Receiving Stream Name
Dote' s Branch (Mill Creek)
Receiving Stream Class
C-NSW
Drainage Area 1
1.59 aC (69,326 s . f .
1.41 ac . (61, 503 S . f . )
Existing Im erviousj Area
-0-
-0-
Proposed Lnervious*Area
-0-
3190 s.f.
% Impervious* Area!(total)
-0-
5. 2%
c`i eArea``
Otis .� ac d
a Draartage �4rea1 `y 5
Dazriage Areau2 "
v� € .,
On -site Buildings I
I -0_
-0-.
On -site Streets
I _0'
-0-
On-site Parking I
-0-
-0-
On-site Sidewalks
-0-
- 0 -
Otherm-site (Dumpster Pad)
-o= �ti��� 66 �
Off -site
3190 s . f .
Total: -0- s�
Total: 3190 s . f . S7 65�
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 version 3.99 Page'2' of 4

. 2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing pern- it number and its issue date (if known)
3. Specify the typal e of project (check one):
Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
TCAMA Major _Sedimentation/Erosion Control _404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT�INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
�I
2. Stormwater runoff from this project drains to the River basin.
3. Total Project A lea: acres 4. Project Built Upon Area: %
5. How many drainage areas does the project have?
6. Complete the foilowing information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
ISLEEP INN & SUITES TRACT 03 OFFSITE TRACT #4 (POND)
Base Iiifoxmatiort "�
Drama a Area 1 ,
Drarnage'
�.'..., g Ai6a.
: F D Area 2"
Receiving Stream Name
DOTE' S BRANCH MILL CREEK
Receiving Stream Class
C-NSW
Drainage Area
1.45 ac (63 , 020 s . f .)
0.55 ac 23,970
Existing Impervious *I Area
-0-
-0-
Pro osed Im ervious`Area
- 0 _
% Impervious Area�(total)
79. 0%
x x,
erv�ous S�izfacejA ea
�...,. .. .. .. �
�� Drainage Area,T
x f ..
�Ly �p
Drina drew
-"».. ..'..
On -site Buildings
9911 s **
On -site Streets
On -site Parking
On -site Sidewalks
1,575
Other on -site
144 s . f
Off -site
Total: 49,768 s . f .
Total: _ 0-
`Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**8998 Building
G• 913 Pool Area
Form SWU-101 Version 3.99 Page of 4 9911 TOTAL

7. How was the;off-site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number I as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than I square feet of any lot shall be covered bu Structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not L filled in, piped, or altered except as necessary to provide driveway crossings:
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all theapplicable items required above, that the covenants will be binding on all parties and
persons claiming under them, that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the
status and availability of these forms.
Fonn SWU-102 Wet Detention Basin Supplement
Form SWU-103 Infiltration Basin Supplement
Form SWU-104 Law Density Supplement
Farm SWU-145 Curb Outlet System Supplement
Form SWU-105 Off -Site System Supplement
Form SWU-107 Underground Infiltration Trench Supplement
Form SWU-108 Neuse River Basin Supplement
Form SWU-109 Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space
provided nextto each item.
_Iru� s
• Original and one copy of the Stonnwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $ 20 (payable to NCDENR)
• Detailed narirative description of sto=water treatment/management
• Two copies of plans and specifications, including:
-Development/Project name
- Engineer and firm
- Legend
- North arrow
- Seale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- DrIa.inage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your.
behalf, please coatpll to is section -
Designated agent (in vidualorfirrn): John L. Pierce & Associates P.A.
Mailing
City: Jacksonville State: NC Zip: 28,540
I
Phone: ( 910 ) 346 9ROI) Fax: ( ql o ) 3a6_ 12 1 n
VIIL APPLICANTS CERTIFICATION
I, (print or type name of person listed in General Information, item Z) Donnell Thompson, President
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective coven is will -be ecorded, and that the proposed project complies with the requirements of 15A
NCAC 2H . trOoo. I
Signatur Date:Il
t
Form SWU-101 Version 3.99 Page 4 of 4

Permit No. a
(to be provided 6v DWQ)
State of North Carolina
Departrnent of Environment and Natural Resources
Division of Water Quality
RNfWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Flan Kevtew:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
1:. PROJECT INFORMATION
Project Name: Sl ran inn & SIdtes _
Contact Person: David K. Newsom, John L. Pier_ce _& Phone Number: (410 ) 346-9n�_
For projects with multiple basins, spectry wASSOh ch basin' is worksheet applies to:
elevations
Basin Bottom
Permanent Pool
Temporary Pool
areas
Permanent Pool S
Drainage Area
Impervious Area
volumes
n 30.00 ft.
ion 36.00 ft.
ion 37.18 ft.
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA1
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
Form SWU-102 Rev 3.99
Area 11,000 sq. fr.
5 a000 ac.
4.01 ac.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -sire drainage to the basin)
q.S; ooa llil, pe - A_,,14 Oe-sa.... OLjo i
cu. ft. (combined volume of main basin and forebay)
14,000 cu. ft. (volume detained above the permanent pool)"
-3-f�flft cu. ft. (approximately 20% of total volume)
4.61 % (surface area to drainage area ratio from DWQ table)
in_ (2 to 5 day temporary pool draw -down required)
1 in.
90% % (minimum 85% required)
Pa-e 1 of 4

Footnotes:
1 When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious %I and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entnes.
2 In the 20 coastal counties, the requirement for a vegetative f lter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
U. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment. Health and Natural Resources, February t999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space (provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an anent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants tials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 201,7o of the basin volume.
AoflIv c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the. outlet (include non -erosive flow
calculations)
l
2)/ f. The basin Iength to width ratio is greater than 3:.1.
l g. The basin side slopes above the permanent pool are no steeper than _:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorde drainage easement is provided for each basin including g access to nearest riht-
of-way. el ro c)ew)e
, kt�&nuvqYMC-)
4//A 1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
m. A mech is cifzed which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND I1/IAINTENANCE AGREENMN T
The wet detention basin system is defined as the wet detention basin, pretreatment including foreba s and the
vegetated filter if one is provided.
This system check onS 0 does/doesotincor orate a ve t
y ( )p vegetated filter at.the outlet.
This system (check one) 0 does U16es not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

i
Maintenance activitIles shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the w et detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated co'er, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper ! nctioning. ,
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(Le. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the perm. lent pool depth reads 4.50 feet in: the main pond, the sediment shall be removed.
When the permanent pool depth reads 4.50 . feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 36.00
I
Sediment Re oval El. 31.50
! - -__! Sediment Removal Elevation 31.50 /3%
Bottom Ele anon 30.00- %-----------------------
` T t Bottom Elevation 30.00%a
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
1 '
Print name: Donnel I Thompson
Title: Presidend- Moose aven ProQprtyOwaer,;I Assnriatinn 1nr._
Address: 1
Phone
Date
.ae
Note: The legally responsible parry should nct be a homeowners association unless more than 50% of the lots adve been sold and
a resident of the subdivision has been named the president.
I, d , a Notary Publi for the State of ;L�:C�G��4i
County of j2, do hereby certify that
personally appeared before me this day of C� , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires la
f2'2z,K6
Form SWU-102 Rev 3.99 1 Page 4 of 4

I'll tityNil mcs
--
hltp://www. Secretary.stale.nc.us/corporations/Corp.asp?458zt994
TTE
Corporation Na'I es
Name
DEPARTMENT OF THE SECRETARY OF STATE
Date: 2/20/2001
Document Filinas
BLACKJACK INVESTORS, LLC
Limited LiabilitylCompany Information
SOSID: 0477490
Status: Current -Active Name
Date Forme ld: 12/3/1998
Citizenship Domestic
State of Inc: NC
Duration: DEC 2038
Registered Age lnt
Agent Name:l PIERCE, JOHN L
Registered Office 409 Johnson Blvd
Address: f Jacksonville NC 28540
Registered Mailing PO Box 1685
Address: j Jacksonville NC 28540
Corporations
Name Type
Legal NC
Principal Office Address
409 Johnson Blvd
Jacksonville NC 28540
I of 1 1 02/20/2001 10:30 AM

Entity 'gWlIes
-i
hitp:l/www.Secretary.state. nc.us/corporati oii s/Corp. asp?5287733
In
DEPARTMENT OF THE SECRETARY OF STATE
Date: 2/20/2001
Document Filin
Corporation Names
Name I
Moosehaven Development, Inc.
Business Corporation Information
SOSID: 0566132
Status: Current -Active Name
Date Formeld: 101512000
Citizenship: Domestic
State of Inc �: NC
Duration: Perpetual
Registered Agent
Agent Name: Bullock, Betty
Registered Office 409 Johnson Blvd
Address: Jacksonville NC 28540
Registered Mailing 409 Johnson Blvd
Address: I Jacksonville NC 28540
Corporations
Name Type
Legal NC
Principal Office Address
409 Johnson Blvd
Jacksonville NC 28540
I of I 1 02/20/2001 10:36 AM

r
JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING - LAND PLANNING - MAPPING
OFFICE: 910-346-9800
FAX NO.: 910-346-1210--
E-MAIL: jpierce®onslowonline.net
FFB G 2 1-UU1
P.O. Box 1685 409 Johnson Blvd.
Jacksonville, NC 28541 BY: Jacksonville, N.C. 28540
January 25, 2001
Scott Vinson
Stormwater Section
N.C. Department of Environment and Natural Resources
127 North Cardinal Drive
Wilmington, N.C. 28405-3845
Re: StOrmwater Project No. SW8 000317MOD
Blackjack Investors, LLC Subdivision
Onslow County
Dear Mr. I Vinson,
We submit this letter on behalf of Blackjack Investors, LLC in response
dated January 24, 2001. Our response to each of your comments are as
numbers correspond to your FAX):
l . The site contains no wetlands. Note 17 states that site contains
environ
mental concern.
2. Riser notch elevation has been corrected per your comment (thanks).
3. Per your request I have reviewed and refined the forebay calculations.
the plans, the design calculations and the Wet Detention Basi
Should
Yours
David K.
JOHN L.
have any questions, please feel free to contact me.
E & ASSOCIATES
to your FAX
follows (Item
no areas of
n
LOTS, FARMLAND AND�WOODLAND SURVEYING - SITE PLANNING - SUBDIVISION LAYOUT - LAND DEVELOPMENT PLANNING
CONSTRUCTION SURVEYING - TOPOGRAPHIC SURVEYING AND MAPPING
Phase T Environmental Audit / Risk Assessment

State of Nortri Lazolina
' Deparb:nemt of Environment and Nat=2 Resources
Diti-Lsion of Water Quality
STORNfWATER N:L NAGENiENT P=MIT APPLICATION FORM
'WET DETENTION BASIN SUPPLEMENT
Trl5 fors ,ram be pncrcczie_' ,fir as an or:gnal
Dlly } Stognware'
A GaTlDleiz SZO=L walier inarnagerrenl Fi2r;.� subri11=i inciudies man arcHcaLicn foma - a e,L de,endon b�Sirl
s rsie neat ro-r each I basin. o"'esi= calculations, and pla_r s and s o —Ing all basin and, oerlei
I. PROJECT LN_'OR' U%-TI4N
Project Name: �I Fan Tna & Su f }oc _
i
Contact Person: Ovid K. Newsom, John 1_. Piorr­ & Phone Number: (910 gA6-aFn0
I Assaciat�es P.
For projects with multiple basins, speciry wnicr� basin s work, acpiies to:
elevations
Basin Bottom Fievatio I _ 30, Off f- (f a oor of the bsin)
Permanent Pool Elewin` n 36.00 fr_ (elevationrifi
of the oce)
Temporarl Pool Eevanon 37.18 fr_ (eleva�zon of the discharge strut^acre over ow)
areas
Permanent Pool Sun -ace Area 11 , 000 sq. fr. (water surace area ar the orif, ce 'elevarion)
DrainaQA P"-ea 5,000 ac. (on -sire and orb= -sire drainuge to the basin)
lmrer�ious Area 4.01 ac. (or. -site and off -site draina^e ro the basin)
volumes
Pe_nnanenc Pool Volume iLLOQO cu. ft_ (corrcined volume or main basin and foreliay)
Te:npoa,r pool Volume 14.000 cu. - (volume dera&led Love the pernanenr pool) Y
ForebayVolurne ���G cu. - (cpprcL mL rei.r2017o cfroral volume)
Other paramerer�
SAJDAI 4.61% (surace area to draineoe area ratio from DWQ racle)
Diameter of Orrice in. (2 to 5 day temporary pool drev-down requirea)
Desizi Rainfall
Design TSS Removal = 90% (minimum 8517a required)
Form SWU-102 Rev 3.99 Page I of 4
�D
C E VRE
FEB:0 2 2001
Dwa

P. 1
FILE -MODE
_
6g5 MEMQRY TX
*� * X- COMMUNICATION RESULT REPORT ( JRN.24.2001
OPTION
----REASON FOR ERROR
E-6) HANG UP OR LINE FAIL
ADDRESS (GROUP)
---------------
B-9103461210
5: WPM )
TTI NCDENR WIRO
RESULT -_-PAGE-
--------4------- P. l-
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Wilco-bigton Regional Office
Michael P. Easley, Governor William G. Ross Jr., Secretary
FAX COVEJR SHEET
Date: January 24, 2001 No. of Pages: 1
To: llavid Newsome, P.E. From: Scott Vinson
ile
Company. John Pierce & Associates, P.A. Water Quality Section - Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project #S'WS 000317MOD
Project Name: Blackjack investors, LEC Subdivision
MESSAGE:
David,
Please s bmit the following information in order to continue the application review process
of the above mentioned project:
1
1. Please delineate the wetlands on -site and show them on the plans.
2. an the Treatment Pond Section detail on sheet 2 of 4 of the plans, please correct the
notch riser elevation for the temporary pool. It currently reads an , IP,,a#; ,.. " '

State of North Carolina
Michael f .
Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
Governor William G. Ross Jr., Secretary
FAX COVER SHEET
Datc: January 24, 2001 No. of Pages: 1
To: David Newsome, P.F. From: Scott Vinson
r
Company:.I(�)hn Pierce & Associates, P.A. Water Quality Section - Stornv*vater
I
FAX #: [phone]) FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project #SW8 000317MOD
Project Namc; Blackjack Investors, LLC Subdivision
MESSAGE:
David, I
Please submit the following information in order to continue the application review process
of the above mentioned project:
lease delineate the wetlands on -site and show them on the plans.
2. On the Treatment Pond Section detail on sheet 2 of 4 of the plans, please correct the
I
otch riser elevation for the temporary pool. It currently reads an elevation 21.13.
i
1 Oease review your calculations for fore bay volume determination. With 52,680 c.f.
Of volume in for the permanent pool the fore bay volume should be around 10,53E
elf. or 2011/o. It is Currently given as 13,000 c.l., or 25%.
S:1WQS\S1'ORM WA'I'1nDDIN1','01000317..1AN
127 Cardinal Drive EXtension, Wilmington, NC 28,105-3845 Teleplumc [phone] FAX [phone]
An E(JUal Opportunity Arlirmative Action Fmployer

a
�,.�H CARP
Design Calculations �q
S AL
Stormwater Wet Detention Basin 148
for
Moosehaven Property Owner's Associates' ,I,IOj�flt99r{+9y�
Inc.'�'�•, �, --•=�•E,IyS�,.
servmg
Tracts 1, 2, 3 & 4 Blackjack Investors, LLC Subdivision
Jacksonville, North Carolina
November 15, 2000
7r�i66Z7 //26/p/
1. Protect Descri tion
The project consists of construction of stormwater facilities to serve a four tract subdivision located at the
intersection of US 17 and Moosehaven Road in Jacksonville, N.C. Development plans for each tract are as
follows:
Area
Tract 1
1.59 Ac
(69,326 sf)
Tract 2
1.41 Ac
(61,503 so
Tract 3
1.45 Ac
(63,020 sf)
Tract 4
0.55 Ac
(23,970 sf)
Total 5.00 Ac (217,819 st)
Current Use
Proposed Use
currently vacant
future commercial
currently vacant
future commercial
currently vacant
Sleep inn & Suites (Motel)
currently vacant
Stormwater Pond
Pond and associated stormwater collection facilities will be constructed concurrently with Tract 3
development, a proposed motel. However, pond facilities will be owned and maintained by Moosehaven
Property Owner's Association, Inc.
2. Design Requirements
Project will be designed in accordance with NC Administrative Code Section 15A NCAC 2H.1000 —
Stormwater Management. This site is in the category of "development aclivilies within in coastal counties
except those areas draining to Outstanding Resource Waters or within one-half mile of and draining to S4
waters". Due to project density, an engineered solution (wet detention pond) will be required_ in
accordance with regulations, the engineered solution shall be designed as to provide for 95% removal of
total suspended solids with a vegetated filter or 90% removal without vegetative filter.
3. Required Pond Area
a. Compute Percent Impervious:
1) Impervious Area
Proposed Future Total
zoos I'D
Tract 1: -0- 66,142 sf 66,142 sf
Tract 2: 3,190 sf 55,460 sf 58,650 sf PRO J DWO
Tract 3: 49,768 sf -0- 49,768 sf
Tract 4: -0- -0- -0-
Total: 52,958 sf 121,602 sf 174,560 sf
� E CE I V E
U
FEB.o 2 2001
DWQ
PROJ #

2) Percent Impervious
Proposed Future Total
24.3% 55.8% 80.1%
Design pond for future (Total) conditions (80.1% impervious).
b. Compute Surface Area:
Using Surface Area to Drainage Area Ratio Chart for 90% TSS Removal (copy attached) and
assuming 6.0' pond depth:
SA/DA = 4.61% (interpolated)
Therefore:
Surface Area = SAMA x Drainage Area
= 4.61% x 217,819 SF
= 10,041 SF (say 11,000 SF)
4 Determine Volume to be Controlled from F Storm
Using Schuler "Simple Method":
Rv = 0.05 + 0.009(I) where I = percent impervious
Rv = 0.771 inlin
Control Volume = Design Rainfall x Rv x Drainage Area
1 in x 0.771 in/in x 5.00 AC
= 3.86 acre -in or 0.32 acre-feet or 14,000 CF
5. Determine Depth ofStorag�
Control Volume = (SA x d) 1 (perimeter) (1/2) (Md) (d)
where: Control Volume W 14,000 CF
SA = 11,000 SF
M=3
perimeter = 2(60) + 2(184) = 488
solve for d - depth of storage
d= 1.18
6. Determine Orifice Size
Control volume must be drawn down over a period of two to five days:
Q, = 14,000 CF / (2 days x 86,400 seconds per day)
_ _081 cfs
QS = 14,000 CF / (5 days x 86,400 seconds per day)

i
= .032 cfs
Using orifice equation (rearranged to solve for diameter):
D = (Q / 0.026 (h)") �'1
assume h = 1.0'
D,, = (.081 cfs / 0.026 (1)1Vr_
D� = 1.77"
DS = (.03_cfs /0.0^6(1)'-)�n
D, = 1.11"
Use 1.5" diameter orifice
7. Primary Outlet
Primary outlet shall be a 48" C114P installed vertically as a weir structure to pass the 10 year
design storm. The 10 year peak discharge (Qio) is computed using the Rational formula as
follows:
Ql,.CIA
where: C w 0.80 (comrnercial)
Iia e 7.0 in/hr (Wilmington IDF curve w/ tc=15 min.)
A = 5.00 Ac
Quo=(0.80) x (7A) x (5.00)
= 28.0 cfs
Assuming '/ of the entire circumference of 48" CN4P is used as weir, flow per foot of
weir may be computed as follows:
Flow per foot = 28.0 cfs / ((48" / 12) x PI / 2)
= 4.46 cfs/foot
Using sharp crested weir tables (copy attached):
where: h = observed head
p = 6 (pond depth)
h=-1.21'
S. 1 mer encv S illwav
Elevation of the emergency spillway shall be set at the depth of flow of the 100 veal storm over the
primary outlet. The 100-year peak discharge (Q3oo) is computed using the Rational formula as follows:
Q,00_CIA
where: C = 0.80
I eau _ 9.0 in/hr (Wilmington IDF curve w/ to = 15 min)
A = 5.00 Ac
Qloo=(0.80) x (9.0) x (5.00)
= 36.0 cfs

Assuming '/ of the entire circumference of 48" CIMP is used as weir, flow per foot of
weir may be computed as follows:
Flow per foot = 3 6. 0 cfs / ((4T' / 12) x Pl / 2)
— 1.7-1 cfJroet
Usimg sharp crested weir tables (cepy attached):
,M-ere: h = obserred head
p = 6 (pond depth)
h = 1.4_'
Emergencv spillwav shall be a broad crested earthen weir designed to pass the 100 year storm (in case
primary outlet blocked or overwhelmed):
Using the broad crested weir equation (rearranged for H):
H=(Q/C, x L)"
where: Q 36.0 cfs
Cw = weir coefficient (3.0)
L leneth of weir (ft) (try 40')
H = depth
11MMI y
9. Forebav
Forebav shall include 20% of pond volume:
Forebay volume = 4'64C'O Cl/= x 204'0
= WGOC-t-(rounded)
10. Summary
Elevations (assuminU bottom = Elev. 30.001:
Relative
Actual
Elevation
Elevation
100 Yr. Flood (top) -
8.60
33.60
100 Yr. flood storage cause: 1.42
-
10 Yr. FIood -
8.39
38.39
10 Yr, flood storage range: 1.21
1-Inch Storage -
7.18
37.18
1-rach sroragc range: 1.18
Permanent Pool -
6.00
36.00
Bottom -
0.00
30.00
Outlet Devices:

Use 1.5" orifice bleed down
Use 48" diameter C.W primary discharge weir
Use 40' broad crested weir emergency spillway

it
•' QI�H GA�p �► O i
Design Calculations E �'
$ S Al
Stormwater Wet Detention Basin
148
for Cf NE SOIL`
Moosehaven Property Owner's Associates, Inc. G •• W
1t. NE
serving
Tracts 1, 2,3 & 4 Blackjack Investors, LLC Subdivision `ma�yy
Jacksonville, North Carolina
November 15, 2000
1 Proiect Descriotian
The project consists of construction of stormwater facilities to serve a four tract subdivision located at the
intersection of US 17 and Moosehaven Road in Jacksonville, N.C. Development plans for each tract are as
follows:
Aroma
Current Use
Proposed Use
Tract 1 1.59 Ac (69,326 sf)
currently vacant
future commercial
Tract 2 1.41 Ac (61,503 sf)
currently vacant
future commercial
Tract 3 1.45 Ae (63,020 sf)
currently vacant
Sleep Inn & Suites (Motel)
Tract 4 0.55 Ac (23,970 sf)
currently vacant
Stormwater Pond
Total 5.00 Ac (217,819 sf)
Pond and associated stormwater collection facilities will be, constructed concurrently with Tract 3
development, a proposed motel. However, pond facilities will be owned and maintained by Moosehaven
Property Owner's Association, Inc.
2. _Design -Requirements
Project will be designed in accordance with NC Administrative Code Section 15A NCAC 2H.1000 —
Stormwater Management. This site is in the category of "development activities within in costal counties
except those areas draining to Outstanding Resource Waters or within one-half mile of and draining to S,4
waters", Due to project density, an engineered solution (wet detention pond) will be required. In
accordance with regulations, the engineered solution shall be designed as to provide for 95% removal of
total suspended solids with a vegetated filter or 90% removal without vegetative filter.
3, Required Pond Area
a. Compute Percent Impervious:
1) Impervious Area
Proposed
Future
Total
Tract 1: -0-
66,142 sf
66,142 sf
Tract 2: 3,190 sf
55,460 sf
58,650 sf
Tract 3: 49,768 sf
-0-
49,768 sf
Tract 4: -0-
-0-
-0-
Total: 52,958 sf
121,602 sf
174,560 sf

..�
+ , 4,
� t
a �1: 1 i• f .f��.'f'
I >u �
. - �
. � � � .,
_ ;, _ � .
� � .. F,
• `'' 'r -
is � - ., i � .� � .,
�.•
• .�
f.'

2) Percent Impervious
Progsed FFutur Total
243% 55.8% 80.1%
Design pond for future (Total) conditions (80.1% impervious).
b. Compute Surface Area;
Using Surface Area to Drainage Area Ratio Chart for W/o TSS Removal (copy attached) and
assuming 6.0' pond depth:
SA/DA = 4.61% (interpolated)
Therefore:
Surface Area = SA/DA x Drainage Area
=4,61% x 217,819 SF
= 10,041 SF (say 11,000 SF)
Using Schuler "Simple Method":
Rv = 0.05 + 0.009(I) where I = percent impervious
Rv = 0.771 in/in
Control Volume = Design Rainfall x Rv x Drainage Area
= 1 in x 0.771 in/in x 5,00 AC
= 3.86 acre -in or 0.32 acre-feet or 14,000 CF
Control Volume = (SA x d) + (perimeter) (1/2) (Md) (d)
where: Control Volume = 14,000 CF
SA = 11,000 SF
M = 3
perimeter = 2(60) + 2(184) = 488
solve for d - depth of storage
d = 1.18
Control volume must be drawn down over a period of two to five days:
Q2 = 14,000 CF / (2 days x 86,400 seconds per day)
_ .081 cfs
QS = 14,000 CF / (5 days x 86,400 seconds per day)

I
> r
. irk. i 1 •.
r

= .032 efs
Using orifice equation (rearranged to solve for diameter):
D = (Q / 0.026 (h)12) /'
asswne h = 1.0'
D2 = (.081 cfs/0.026(1)s4)rn
D2 - 1.77"
D5 = (.032 cfs / 0,026 (1)4)12
DS — 1.11"
Use 1.5" diameter orifice
T. Prim ray Outlet
Primary outlet shall he a 487' CMP installed vertically as a weir structure to pass the 10 year
design storm. The 10 year peak discharge (QEa) is computed using the Rational formula as
follows:
Q,,=CIA
where: C = 0.80 (commercial)
lla = 7.0 in/hr (Wilmington TDF curve w/ tc=l5 min.)
A = 5.00 Ac
Q10=(0.80) x (7.0) x (5.00)
= 28.0 efs
Assuming '/z of the entire circumference of 48" CMP is used as weir, flow per foot of
weir may be computed as follows:
Flow per foot = 28.0 cfs / ((48" / 12) x PI / 2)
= 4.46 cfs/foot
Using sharp crested weir tables (copy attached)
where: h = observed head
p= 6 (pond depth)
h = 1.21 '
8 Emergency Spillway
Elevation of the emergency spillway shall be set at the depth of flow of the 100 year storm over the
primaryoutlet. The 100-year peak discharge (Qlw) is computed using the Rational formula as follows:
Q,00=CIA
where. C = 0.90
I100 0 9.0 in/hr (Wilmington IDF curve w/ tc = 15 min)
A = 5.00 Ac
Q100 = (0.80) x (9.0) x (5.00)
36.0 efs

. .i
+ �� �
1 - 1 ' � 1

Assuming 'A of the entire circumference of 48" CMP is used as weir, flow per foot of
weir may be computed as follows:
Flow per foot = 36.0 cfs / ((48" / 12) x P1 / 2)
= 5.73 efs/foot
Using sharp crested weir tables (copy attached):
where: h = observed head
p = 6 (pond depth)
h= 1.42'
Emergency spillway shall be a broad crested earthen weir designed to pass the 100 year storm (in case
primary outlet blocked or overwhelmed):
Using the broad crested weir equation (rearranged for H):
H=(Q/Cw x L)"
where: Q S 36.0 cfs
Cw = weir coefficient (3.0)
L = length of weir (fl) (try 40')
H = depth
H = 0.71'
9. Forgbay
Forebay shall include 200/6 of pond volume:
Forebay volume = (52,680 SF — 14,000 SF) x 20%
= 13,000 SF (rounded)
10. Summary
Elevations (assuming bottom = Elev. 30.00):
Relative Actual
Elevation Elevation
100 Yr. Flood (top) -
8.60
38.60
100 Yr. flood storage range: 1.42
10 Yr. Flood -
8.39
38.39
10 Yr. t]o(A storage range: 1.21
1-lnch Storage -
7.18
37.18
1-Inch storage range: 1.18
Permanent Pool -
6,00
36.00
Bottom -
0.00
30.00
Outlet Devices:

Use 1.5" orifice bleed down
Use 48" diameter CMP primary discharge weir
Use 40' broad crested weir emergency spillway

JOHN L. PIERCE & ASSOCIATES, P.A.
Land Surveying - Land Planning - Mapping
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, N.C. 28541
Officc: [phone] Fax No.: [phone]
E-Mail: jpicrec t onslowonline.net
TO Ms. Linda Lewis
N.C. Department of Environment
and Nall- xal RQcniirrac
127 North Cardinal Drive
WE ARE SENDING YOU
❑ Drawings
❑ Copy of Letter
❑
Attached
❑
Prints
❑
Change order
EFMo
i ) 3 I 7tter of transmittal
°November 29, 2000 '013 NO.
AT "QN
�>:nda Lewis
' Blackjack Investors LLC
Permit o.
❑ Under separate cover via
P m
Plans
❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NUMBER
DESCRIPTION
2
Sets of "REVISED" applications with plans
1
Check in the amount of four hundred twenty dollars ($420.0
1
Copy of your letter dated 11/22/00
1
Vv
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due 19
❑ Prints returned after loan to us
REMARKS Shoudl you need any additional
ZSIGNED i
0

JOHN L. PIERCE & ASSOCIATES, P.A.
Land Surveying - Land Planning - Mapping
P.O. Box 1685
409Johnson Blvd,
Jacksonville, N.C. 28541
Office: [phone] Fax No.: [phone]
E-Mail: [e-mail]
TO Ms. Linda Lewis
N.C. Department of Environment
J--and —Natural - Reseurees
r
127 North Cardinal Drive
Wilmington,
WE ARE SENDING YOU
❑ Drawings
❑ Copy of Letter
❑ Attached
❑ Prints
❑ Change order
NOV 21 2000
SY:_
-DAri ��1� JOB NO
November 20 2000.
ATTENTION
Linda Lewis
RE
Sleep Inn & Suites - Tract 3
Blackjack Investors LLC Subdivision
F_
❑ Under separate cover via
❑ Plans
letter of transmittal
❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NUMBER
DESCRIPTION
2
Complete sets of plans
2
Stormwater Mana emont Permit Applications
1
Check in the amount of four houndred twenty dollars($420.0
2
Sets of "Desi-qn Calc tion "
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ Forbids due 19
7 Prints returned after loan to us
REMARKS Should you need any additional
information, please let us kDow.
iAzzaSIGNED

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
April 13, 2000
Mr. Dewey Bordeaux, Manager
Blackjack Investors, LLC
PO Box 7287
Jacksonville, NC 28540
Subject: Permit No. SW8 000317
Blackjack Investors LLC
General Permit Stormwater-Clear and Grade
Onslow County
Dear Mr. Bordeaux:
The Wilmington Regional Office received a complete-Stormwater. Management Permit Application for Blackjack
Investors LLC on March 12, 2000. Staff review of the plans and specifications has determined,thaf the proj ect, as
proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H .l 000. We are forwarding
Permit No. SW8 000317 dated April 13, 2000, for the clearing and grading only of Blackjack Investors LLC.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and
limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must
be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27511-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact either me or Noelle
Lutheran at [phone].
Sincerely,
1 �.�'... �✓ram . � ��----'�., � -� ��,. '`-� � �
Rick Shiver
Water Quality Regional Supervisor
RSS/nml: S:1WQSISTORMWATIPERMIT1000317.APR
cc: John Pierce
Corran Harper, Onslow County Inspections
Noelle Lutheran
Wilmington Regional Office
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled110% post -consumer paper

State Stormwater Management Systems
Permit No. SWS 000317
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
GENERAL PERMIT
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
Blackjack Investors, LLC
Onslow County
FOR THE
clearing and grading of a site 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 apart of this permit
for Blackjack Investors LLC.
The Permit shall be effective from the date of issuance until rescinded and shall be subject to the following specific
conditions and limitations:
I. DESIGN STANDARDS
Only clearing and grading activities are permitted. No built -upon area has been approved. The permittee
must submit a modification prior to the construction of any built -upon surfaces.
2. The clearing and grading activity approved for this site is subject to the Sedimentation Erosion Control
(SEC) requirements of North Carolina, therefore, a stormwater management permit is required for any
development on any part of the project area covered by the SEC plan..
Approved plans and specifications for projects covered by this permit are incorporated by reference and are
enforceable parts of the permit.
4. No new stormwater piping shall be allowed except:
a. That minimum amount necessary to direct runoff beneath an impervious surface such as a road.
b. That minimum amount needed under driveways to provide access to lots.
5. The only runoff conveyance systems allowed will be vegetated conveyances such as swales with minimum
side slopes of 3:1 (H:V) as defined in the stormwater rules and approved by the division.
2

State Stormwater Management Systems
Permit No. SW8 000317
II. SCHEDULE OF COMPLIANCE
1. The permittee shall at all times provide adequate erosion control measures in conformance with the approved
Sedimentation and Erosion Control Plan.
2. The permittee shall submit all information requested by the Director or his representative within the time
frame specified in the written information request.
The permittee shall submit to the Director and shall have received approval for revised plans, specifications,
and calculations prior to construction for the following items:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign of, addition to or deletion of the approved amount of built -upon area, regardless of size.
e. Subdivision of the project area.
f. Alteration of the proposed drainage.
4. The Director may determine that other revisions to the project should require a modification to the permit.
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.
6. Any ponds built or expanded on this project after land disturbance has begun, that might be used as a
stormwater treatment device later on, must be constructed with a forebay and a 10' wide 6.1 sloped vegetated
shelf, per the requirements of the stormwater rules.
The site may not be subdivided and/or sold until a modification to this permit is submitted and approved.
If the project is sold, the permittee is responsible for notifying DWQ and providing the name, mailing
address and phone number of the party that purchased the site, and initiating the transfer of the permit.
HL GENERAL CONDITIONS
Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statutes
143-215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until revoked or terminated.
3. 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.
4. The issuance of this permit does not prohibit the Director from reopening and modifying the permit,
revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations
contained in Title 15A oftheNorth Carolina Administrative Code, Subchapter2H.1000; andNorth Carolina
General Statute 143-215.1 et. al.

State Stormwater Management Systems
Permit No. SW8 000317
5. The permit is not transferable to any person except after notice to and approval by the Director. The Director
may require modification or revocation and reissuance of the permit to change the name and incorporate
such other requirements as may be necessary. A formal permit request must be submitted to the Division
of Water Quality accompanied by the appropriate fee, documentation from both 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.
6. 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)
which have jurisdiction.
7. The permittee grants permission to DENR Staff to enter the property for the purpose of inspecting the
project.
Permit issued this the 13th day of April, 2000.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
--------------
`� Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW$ 000317
4

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Date Received Fee Paid Permit Number
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State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be'photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Blackjack Investors LLC
2, Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
3. Mailing Address for person listed in item 2 above:
P.O—Box 7287
City: Jacksonville Stater zip: 28540
Telephone Number:347-2062
4.. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Blackjack Investors 1-IC __._._....._,.,, .
5. Location of Project (street address):
Moosehave RQad-
City: Jacksonville County: Ons 1 ow
6. Directions to project (from nearest major intersection):
l or.at.pd a:t the intpr szer+ion o:f Moosehaven Road & U.S. Highway 17-
7. Latitude34046' 35" _ Longitude: 77°23' 43" of project
8. Contact person who can answer questions about the project:
Name: John I . Pierce & Associates P.A. Telephone Number: 910 46-9800
Ii. PERMIT INFORMATION-
1. Specify whether project is (check one): XX New Renewal Modification
Form SWU-101 Version 3.99 Page I of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density High Density Redevelop xx __General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major }Sedimentation/Erosion Control �404/401 Permit �NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, surrunarize how stormwater will be treated. AIso attach a detailed narrative
(one to two pages) describing stormwater management for the project,
Entire tract to be cleared - no impervious
2. Stormwater runoff from this project drains to the White -Oak River basin.
3. Total Project Area: 5.0 acres
5. How many drainage areas does the project have?
4. Project Built Upon Area: 0 _ _%
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Receiving Stream Name Sandy Run Branch
Receiving Stream Class Sr
Drainage Area 5-0
Existina Impervious* Area 0.06 to be removed
Proposed Irn ervious"Area _ 0 _
% 1m ervious* Area (total) a
I n ezvious Sui#ace Areea. ., wDrainagerArea T�£ Drau�age::Area 2
�...s.,
On -site Buildings _0-
On-site Streets
On -site Parking -0-
On-site Sidewalks
Other on -site
Off -site N/A
Total: Total:
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. Lf lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than NZA square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be f-iIled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and
persons claiming under them, that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the
status and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-10I Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form 41.7
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of WO (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage'(including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VI1. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): John L. Pierce & Associates
Mailing Address: P.O. Box 1685
City: Jacksonville State: NC zip: 28540
Phone:{ 910 } 346-9800
VIII. APPLICANT'S CERTIFICATION
Fax: [phone]
I, (print or type name of person listed in General Information, item 2) DewQy Bordeaux, Ma ppr�Ark j nvestors
certify that the information included on this permit application form is, to the best of my knowledge, correct and LLC
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protectiveEovenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .10&.
Signature:
Date: r� a
Form SWU-101 Version 3.99 Page 4 of 4

NARRATIVE
BLACKJACK INVESTORS (5.0 ACRE TRACT). -
THIS SITE IS LOCATED AT THE INTERSECTION OF MOOSEHAVEN ROAD AND
U.S. HIGHWAY 17 IN JACKSONVILLE, NC. 1T 1S ABUTTED BY A COMBINATION OF
RESIDENTIAL AND VACANT PROPERTY.
TWO EXISTING RESIDENTIAL BUILDINGS CURRENTLY OCCUPY THE
PROPERTY. THE ENTIRE SITE IS TO BE CLEARED (INCLUDING THE BUILDINGS) AND
GRADED LEAVING A COMPLETELY PERVIOUS SITE. A SEDIMENTATION AND
EROSION CONTROL PERMIT HAS BEEN APPROVED FOR THIS SITE.

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04/12/2000 16:42 910-346-1210 JOHN L PIERCE PAGE 02
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t t3 Weat 3rd St. a Gre",'ill N.C' 14 -:'i.; s '�.`..;+.752.•Fnf7 a *:.Lx: 252.752,7380
3975 Murkc : S[. Bldg. D Suite A • W ir►i,ii :L�j>r:. :' u tf1:S T 910.154.11602 • Fax-, 910.254.0603
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TO: John Pierces:
FROM: Joseph I..awler
DATE: November 12. 1999
ItE: Mooaehaven Drive - Cur9ary I115t-)CL1+•',
Ocar Mr- Pierce:
This letter is in reference to the 5 acre parcel locrited na rlrr intersection of l lwy 17 And
Moosehaven',3rivo in Jacksonville, Onslow County, rJorlii Ctirolina. The cursory inspection on
30 Septembei 1999 revealed that there were no wetl.' As on the property. Sec attached sketch for
more detnils.
Please contact me at the office if you hav<- any caurr;'-•"'s
Sincerely,
Joseph Lawic r
E G E i V E
APR 12 2000
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Mitchell & Associates, Inc.
113 West 3rd Street Greenville, NC 27859
252.752.4077 Fax.[phone]

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JOHN L. PIERCE - SURVEYING
Land Surveying - Land Planning - Mapping
P.O. Box 1685 /
409 Johnson Blvd. jam,
Jacksonville, N.C. 28541 v
Office: [phone] Fax No.. [phone]
E-Mail: [e-mail]
TO Ms -Linda Lewis
N.C. Department of Environment
and Natural Resources
127 North Cardinal Drive
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Drawings ❑ Attached
❑ Copy of Letter ❑ Prints
❑ Change order
=000-3
��-
letter of transmittal
March 28, 2000
ATTENTION
--Linda Lewiq
tE
Blackjack Investors LL
. Hicthway.17 &Mooseh-aven: Road
❑ Under separate cover via
❑ Plans
❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NUMBER
DESCRIPTION
2
Copies of the "Sedimentation & Erosion Control Plan"
2
"Stormwater Management Permit Applications"
1
"Narrative"
1
Check in the amount of four hundred twenty dollars($420-00
THESE. ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due 19
❑ Prints returned after loan to us
REMARKS Should you need aay additional
information, please advise.
l
SIGNE

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
March 27, 2000
Mr. John L. Pierce, Manager
Blackjack Investors, LLC
PO Box 1685
Jacksonville, NC 28540
Subject: PROJECT HOLD
Blackjack Investors Site
Stormwater Project No. SW8 000317
Onslow County
Dear Mr. Pierce:
On March 16, 2000, the Wilmington Regional Office received a request for clearing and grading
activities only for the Blackjack Investors Site, located in Onslow County. This activity proposes no
impervious surfaces, only clearing and grading of the site.
The proposed clearing and grading activity is approved pursuant to NCAC 2H.1000, and the April
7, 1988 Interim Procedures memo. The clearing and grading of the site may commence in accordance with
the approved Sedimentation and Erosion Control plan. Your stormwater application is being placed on
administrative hold pending final design plans and submittal of the required documents to complete the
application prior to construction of any impervious surfaces. No impervious surfaces other than a
construction entrance may be built, and no new piping may be constructed.
The project will be held for a period of 90 days from the date of this letter. If final design plans are
not provided by that date, the file will be closed unless this Office receives a written request to extend the
deadline. If you have any questions, please do not hesitate to call we at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
RSS/arl: SAWQSISTORMWATIHOLD1000317.MAR
cc: Linda Lewis
Corann Harper, Onslow County inspections
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled110% post -consumer paper

JOHN L. PIERCE - SURVEYING
LAND SURVEYING - LAND PLANNING - MAPPING
OFFICE: 910-346-9800
FAX NO.: 910-346-1210
E-MAIL: [e-mail]
John L. Pierce, P.L.S., L-2596
March 23, 2000
Ms. Linda Lewis
N.C. Department of Environment
and Natural Resources
127 North Cardinal Drive
Wilmington, NC 28405
Re: Blackjack Investors, LLC - Stormwater Project No, SW8 000317
Dear Ms. Lewis:
RECEIVED
MAR 2 7 ' 2000
BY:
Post Office Box 1685
409 Johnson Blvd.
Jacksonville, N.C. 28541
We are in receipt of your letter dated March 20, 2000 concerning the above referenced
project.
At the present time we are in the process of clearing and clean up the site with no plans of
any construction of impervious areas at the present time. Once any plans are in place for
construction we will submit the appropriate plans for stormwater approval.
Should you have any questions or need any additional information, please do not hesitate
to contact me.
Sincerely,
John L. Pierce
JOHN L. PIERCE & ASSOCIATES P.A.
jp/bb
LOTS, FARMLAND AND WOODLAND SURVEYING - SITE PLANNING - SUBDIVISION LAYOUT - LAND DEVELOPMENT PLANNING
CONSTRUCTION SURVEYING - TOPOGRAPHIC SURVEYING AND MAPPING
Phase I Environmental Audit / Risk Assessment

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State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
,lames B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Division of Water Quality
March 20, 2000
CERTIFIED MAIL #P 455 449 406
RETURN RECEIPT REQUESTED
John L. Pierce, Manager
Blackjack Investors, LLC
PO Box 1685
Jacksonville. NC 28540
AL14 •
NCDENF1
NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: REQUEST FOR STORMWATER
MANAGEMENT PERMIT APPLICATION
Blackjack Investors, LLC
Stormwater Project No. SW8 000317
Onslow County
Dear Mr. Pierce:
On March 16, 2000, the Wilmington Regional Office received a copy of the Notice of Receipt of
Erosion & Sedimentation Control Plan for Blackjack Investors, LLC. The North Carolina Administrative Code
requires any project that must receive either Sedimentation and Erosion Control Plan.approval and/or a CAMA
Major permit to apply for and receive a Stormwater Management Permit by the Division of Water Quality.
Any construction on the subject site, prior to receipt of the required permit, will constitute a violation of 15A
NCAC 2H.1000 and may result in appropriate enforcement action by this Office.
Either a Stormwater Permit Application Package including 2 sets of plans, completed application
form, fee, and supporting documentation, or a written response regarding the status of this project and the
expected submittal date must be received in this Office no later than April 17, 2000. Failure to respond to this
request may result in the initiation of enforcement action, and construction may experience a subsequent delay.
The NPDES 010000 Federal Stormwater Permit that accompanies the Erosion Control Plan approval
letter must NOT be considered the Coastal Stormwater Management Permit, which will be signed by the Water
Quality Supervisor. Please reference the Project Number above on all correspondence. If you have any
questions, please call me at (910)-395-3900.
Sincerely,
�de, 9f"
Linda Lewis
Environmental Engineer
RSS/arl: S:1WQSISTORMWATISTORMSUB1000317.Mar
cc: Corann Harper, Onslow County Inspections
Linda Lewis
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Aft3rmative Action Employer 50% recycled/10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Division of Water Quality
March 20, 2000
CERTIFIED MAIL 4P 455 449 406
RETURN RECEIPT REQUESTED
John L. Pierce, Manager
Blackjack Investors, LLC.
PO Box 1685
Jacksonville, NC 28540
Subject: REQUEST FOR STORMWATER
MANAGEMENT PERMIT APPLICATION
Blackjack Investors, LLC
Stormwater Project No. SW8 000317
Onslow County
Dear Mr. Pierce:
On March 16, 2000, the Wilmington Regional Office received a copy of the Notice of Receipt of
Erosion & Sedimentation Control Plan for Blackjack Investors, LLC. The North Carolina Administrative Code
requires any project that must receive either Sedimentation and Erosion Control Plan approval and/or a CAMA
Major permit to apply for and receive a Stormwater Management Permit by the Division of Water Quality.
Any construction on the subject site, prior to receipt of the required permit, will constitute a violation of 15A
NCAC 2H.1000 and may result in appropriate enforcement action by this Office.
Either a Stormwater Permit Application Package including 2 sets of plans, completed application
form, fee, and supporting documentation, or a written response regarding the status of this project and the
expected submittal date must be received in this Office no later than April 17, 2000. Failure to respond to this
request may result in the initiation of enforcement action, and construction may experience a subsequent delay.
The NPDES 010000 Federal Stormwater Permit that accompanies the Erosion Control Plan approval
letter must NOT be considered the Coastal Stormwater Management Permit, which will be signed by the Water
Quality Supervisor. Please reference the Project Number above on all correspondence. If you have any
questions, please call me at (910)-395-3900.
Sincerely,
if"
Linda Lewis
Environmental Engineer
RSS/arl: S:1WQSISTORMWATISTORMSUB1000317.Mar
cc: Corann Harper, Onslow County Inspections
Linda Lewis
Central Files
'127 Cardinal Dr. Ext, Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled1l0% post -consumer paper

�l
P, 4,5t5, 449 406
us Postal service ' Mai{
Receipt for Certified
'No insurance coverage Provided.
Don t use for nternational Mail See N
$ , 33
" Certified Fee
Special Delivery Fee
Restricted Delivery Fee
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Return Receipt Showng to Wham,
Date. & Addressee's Address
O TOTAL Postage & Fa
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T,CEIVED
MAR 15
2000
City of Jacksonville BY:
Engineering
TO:
LETTER OF TRANSMITTAL
Date: March 13, 2000
Attn: Ms. Linda_LeWIs
C�5ON VILI,E
IL
Curing
Community
�9
HOME; OF' 4`
4 'wctMCAS14CW
Division of Environmental Manaeernent Ref. Erosion & Sedimentation
127 Cardinal Drive Extension _ Blackjack Investors LLC at the
Wilmington. N.C. 28405 intersection of HyW 17 and Moosehaven Rd.
Phone # [phone]
Linda: ^
WE ARE SENDING YOU XX ATTACHED _ UNDER SEPARATE COVER
— PRINTS XX PLANS _ SPECIFICATIONS
_ COPY OF LETTER XM OTHER Financial Responsibility form
DESCRIPTION:
THESE ARE TRANSMITTED AS CHECKED BELOW:
_ FOR APPROVAL —AS REQUESTED
_ FOR REVIEW AND COMMENT XX FOR YOUR USE
DOCUMENTS ARE DUE TO BE RETURNED BY:
PRINTS RETURNED AFTER LOAN TO US
_ OTHER
REMARKS:
`I /7�
Tom Andersan, Engineering Specialist
COPIES TO: File
Post Once Box 128 • Jacksonville, North Carolina 28541 - [phone] • ) TDD# [phone] • FAX [phone]