SW8890414_Historical File_19890619

State of North Carolina
Department of Natural Resources and Community Development
Wilmington Regional Office
James G. Martin, Governor Bob Jamieson
William W. Cobg6 Jr., Secretary Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
Robert F. Youngblood
Robert F. Youngblood
Post Office Box 398
Atlantic Beach, North
June 19, 1989
Construction Company, Inc.
Carolina 28512
Subject: Certification of Compliance
with Stormwater Regulations
Project No. 890414
Kingsbridge Properties II
Onslow County
Dear Mr. Youngblood:
The Wilmington Regional Office received the Stormwater
submittal for Kingsbridge Properties II on April 19, 1989. Based
on our review of the project plans and specifications, we have
determined that the project complies with the 25 % low density
option of the Stormwater Regulations set forth in Title 15 NCAC
2H. 1003(a)-2. This certification shall be effective from the
date of issuance until rescinded and the project shall be
constructed in accordance with the plans and specifications
subsequently filed with the Wilmington Regional Office.
If you have any questions concerning this matter, please
call Mark Hawes or me at [phone].
Sincerely,
Original Signed By
A, PRESTON HOWARD, iR
A. Preston Howard, Jr., P.E.
Regional Supervisor
APH:meh
cc: Joseph Hill
B' il
ls
i
7225 Wrightsville Avenue, Wilmington, N.C. 28403-3696 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

DIVISION OF ENVIRONMENTAL MANAGEMENT
Submittal Form for Projects Using Density Limits'for Stormwater Control
PROJECT DATA
Name of Project: Kingsbridge Properties II
Location (County, Township/Municipality, Address): .R. 1576
Onslow County
Applicant Name: Robert F. Youngblood Construction Company, Inc.
Mailing Address: P. . Box 398
At antic Beach, North Carolina .28512
Phone No:
Submittal Date:
Brief Description (include map and appropriate drawings):
Single family. lot subdivision utilizing lnw dPncit�Vnnptinn
stormwater management de.sion
Water Body Receiving Stormwater Runoff:
Name of Water Body: Oueen's Creek
Classification of Water Body: SA
Total Area of Proposed Project (acres): 60:84 AC
State/Federal Permits and Approvals Required:
(Check Appropriate Blanks)
CAMA Major X Sedimentation and Erosion Control X
404 Permit X DEM/DHS Sewage -Disposal X
Other (soecifv):
CALCULATION OF BUILT=UPON AREA
(Built -upon area means that portion of an individual development that is
covered by impervious or partially pervious cover including buildings,
pavement, recreation facilities, etc. but not including decking.)
a) Built -upon area: 8.30.AC
b) Total project area: 60.84 AC
built -upon = built -upon area /total project area *_100
built -upon area = 13.64
If the water body receiving stormwater runoff is classified as SA, is the
% built -upon area i 25% ? Yes x No
If the water body receiving Stormwater runoff is classified other than SA,
is the % built -upon area < 30 % ?" Yes No
STORMWATER COLLECTION SYSTEM
Is the only kind of itormwater collection system grass swales?
Yes No n
(Grassed -lined swales should have a side slope of 3:1 (H:V) or less.)

If no, please provide a detailed description.
All roadside collection swales are grass lined. Rio-raD lined sections
are used to control erosion at steep --grades 0.7o to 3.0%in outlet swales to
marsh. Grass TineT exit sections min. 30 in length are provided in all
BUFFER AREA swales prior to discharge..
Is the built -upon area at least 30 feet from mean high water of all
surface waters? Yes x No
If no, please provide a detailed description.
(Note: Only boat ramps, public roads, public bridges and walkways to water
related facilities are allowed within 30 feet of mean high water if the
project is intended to meet stormwater control requirements through
density limits.).
DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Do the deed restrictions and protective covenants ensure that subdivisions
maintain the development consistent with the plans and specifications
approved by the division and include the State as a beneficiary of the
restrictions?
Yes X_ No
(Include a copy of the restrictions and covenants with this form.)
CERTIFICATION
I, Robert F. Youngblood , certify that the information included on
this submittal form is correct, that the project will be constructed in
conformance with this information and that to the best of my knowledge, the
the best of my knowledge, the proposed project complies with the requirement
of 15 NCAC 2H.1003 (b).
fA 4//
gnatur - riffn or A ent Date
P.O.' Box 398. Atlantic Beach,N.C. 28512
Address
If agent, please list owner's name and address below.
DIVISION OF ENVIRONMENTAL MANAGEMENT SIGN -OFF
Regional Office
Date Individual Evalu ting Forms / Plans
hate Regional Water Ou lit; u t)vi s a r

Robert F. Youngblood Construction Co.
133 MOREHEAD AVENUE
P. O. Box 398
ATLANTIC BEACH. N.C. 28512
TELEPHONE [phone]
May 19, 1989
Mr. Mark Hawes
N. C. Division of Environmental Management
7225 Wrightsville Avenue
Wilmington, North Carolina 28403
Subject: Kingsbridge Properties II
Stormwater management Plan
Restrictive Covenants Limiting "Built -Upon" Surfaces
Onslow County
Dear Mr. Hawes:
The following statements will be included in the Restrictive Covenants
for Kingsbridge Properties II:
"No more than 2,500 square feet of any lot shall be covered
by structures and/or paved surfaces, including walkways or
patios of brick, stone, slate or similar materials. This
covenants is intended to insure continued compliance with
stormwater runoff rules adopted by the State of North Carolina
and therefore benefits may be enforced by the State of North
Carolina."
"No structures and/or paved surfaces, including walkways or
patios or brick, stone, slate or similar materials, shall be
placed within 30 feet of the mean high water line of SA waters.
This covenant is intended to insure continued compliance with
stormwater runoff rules adopted by the State of North Carolina
and therefore benefits may be enforced by the State of North
Carolina."
The following will be stated in the deed:
"This (these) covenant (s) is (are) to run with the land and
shall be binding to all parties and all persons claiming
under them."
SIGNA
Signa
Date

Robert F. Youngblood Construction Co.
133 MOREHEAD AVENUE
P. O. Box 398
ATLANTIC BEACH, N.C. 28512
TELEPHONE [phone]
May 19, 1989
Mr. Mark Hawes
North Carolina Division of Environmental Management
7225 Wrightsville A -venue
Wilmington, North Carolina 28403
Subject: Statement of Responsibility
Stormwater System Operation and Maintenance
Kingsbridge Properties II
Onslow County
Dear Mr. Hawes:
This letter acknowledges that a Stormwater Management Plan has been
submitted on behalf of Kingsbridge Properties II.
Kingsbridge Properties II Homeowner's Association will be responsible
for the operation and maintenance of the system as required by DEM
and the operation and maintenance procedures included as an integral
part of the Stormwater Management Plan.
Kingsbridge Properties II Homeowner's Association will be responsible
for repairing or replacing any part of the stormwater management system
which may become inoperable.
Sincerely,
Yobert F.fun
General rtner
RFY/ j y
cc: Joseph S. Hill, Jr. & Assoc.

Robert F. Youngblood Construction Co.
133 MOREHEAD AVENUE
P. O. Box 398
ATLANTIC BEACH, N.C. 28512
TELEPHONE [phone]
March 16, 1990
Mr. A. Preston Howard, Jr., P.E
AN 19- IWO
Regional Supervisor W"Minstarl Redonal offw
N C Dept. of Environment, Health and Natural Resources nV-*0
7225 Wrightsville Ave.
Wilmington, N. C 28403-3696
Re: Project No. 890414 - Kingsbridge Properties, Onslow County
Dear Mr. Howard:
In response to your letter of February 20, 1990, we anticipate having the
project complete within 60-90 days per plans. We do have an approved
stormwater managment plan and will be apply to furnish you with a copy
if you need it.
Please advise.
Thank you for your assistance with this project.
Sincerely,
64e�
Robert F. Youngblood
RFY/j y

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STATE,
North Carolina Department of Natural
Resources &Community Development
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State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James G. Martin, Governor Bob Jamieson
William W. Cobey, Jr., Secretary Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
February, 20, 1990
Mr. Robert F. Youngblood
Robert F. Youngblood Construction Company, Inc.
Post Office Box 398
Atlantic Beach, North Carolina
Subject: Additional Information
Project No. 890414
Kingsbridge Properties
Unslow County
Dear Mr. Youngblood:
The Wilmington Regional Office approved your submittal for
25% low density development for Kingsbridge Properties II on June
19, 1989. This approval was for lots 1 through 104. At this time
your submittal concerning Stormwater Management for lots west of
oWf lets-bhaiQtigh 104 is not complete. The Wilmington Regional
Office therefore requests you clarify development plans for the
area in question.
This information should be received by this office no later
than March 19, 1990. Please be reminded that construction of the
subject area may not commence prior to approval of a Stormwater
Management Plan. We will make every attempt to assist you. If
you have any questions, please call Alexis I. Finn at telephone
number [phone].
Sincerely,
h / A . Preston Howard, Jr., P.E.
/ Regional Supervisor
APH:AIF
cc: Jim Mercer
Bill Mills
WiRO, CF
7225 Wrightsville Avenue, Wilmington, N.C. 28403-3696 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

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KINGSBRIDGE PROPERTIES II
Stormwater Management Plan
JUN 14 1989
D E M
p j SRtA 4—
Kingsbridge Properties II is a single family home development with 104
lots each exceeding 1/3 acre in size. The project is located adjacent to
Queen's Creek which is classified SA:
The "built -upon" area after completion of development will be.13:64%
(see calculations) of the total project area, with. no impervious areas
occurring within 30 feet of SA waters.
Roadside runoff will be collected in grass lined swales routed to
various discharge points along the shoreline of Queen's. Creek. Rip rap
linings are designed to prevent erosion of channels where bottom slopes
exceed 0.7%. All channels will be provided with a vegetated buffer outlet
section exceeding 30 feet in length prior to discharge into Queen's Creek.
The attached plans and calculations, show that the project complies with_
N.C.D.E.M. density limits for storrawater management.

KINGSBRIDGE PROPERTIES II
STORMWATER MANAGEMENT PLAN'
BUILT=UPONAREA'CALCULATIONS
Street Pavement Calculations:
Total Street Length = 4,270 LF
Street Width 'x'20:FT
Total Street Area = 85,400 Sq. Ft.
Cul-de-sac Area (Typ.) = 3,850 Sq. Ft.
Total Cul-de-sacs x 3
11,550 Sq. Ft.
Total Street Pavement = 859500 Sq. Ft.
+ 11,550 SO.'Ft.
97,050 Sq. Ft. = 2.3 Acres (Total Pavement)
Building and Driveway Calculations:
Typical single family home roof top area
1,6QQ.Sq.
Ft.
Typical driveway = 101w x 90 LF
Total Built Upon Area =
2,50,0
Sq.
Ft. (Typ. each. lot)
Total lots = 104
1Q.4 lots x 2,500 Sq. Ft. = 260,000 Sq. Ft.
= 6.0 AC (Total built -upon area each. lot)
Percentage of Built -Upon Area:
Total Project Area = 60.84 AC
Built -Upon Area = 8..3 AC
8.3 ± 60.84 = .1364 = 13.64% "B.uflt-Upon" Area
Project.Built-Upon Area is less than the maximum of 25% allowed for projects
adjacent to SA waters.

Robert F. Youngblood Construction Co.
133 MOREHEAD AVENUE
P. O. Box 396
ATLANTIC BEACH. N.C. 28512
TELEPHONE [phone]
May 19, 1989
Mr. Mark Hawes
North Carolina Division of Environmental Management
7225 Wrightsville Avenue
Wilmington, North Carolina 28403
Subject: Statement of Responsibility
Stormwater System Operation and Maintenance
Kingsbridge Properties II
Onslow County
Dear Mr. Hawes:
This letter acknowledges that a Stormwater Management Plan has been
submitted on behalf of Kingsbridge Properties II.
Kingsbridge Properties II Homeowner's Association will be responsible
for the operation and maintenance of the system as required by DEM
and the operation and maintenance procedures included as an integral
part of the Stormwater Management Plan.
Kingsbridge Properties II Homeowner's Association will be responsible
for repairing or replacing any part of the stormwater management system
which may become inoperable.
Sincerely,
Yobert F. 6ungood
General rtner
RFY/ j y
cc: Joseph S. Hill, Jr. & Assoc.

Robert F. Youngblood Construction Co.
133 MOREHEAo AVENUE
P. O. Box 398
ATLANTIC BEACH. N.C. 28512
TELEPHONE [phone]
May 19, 1989
Mr. Mark Hawes
N. C. Division of Environmental Management
7225 Wrightsville Avenue
Wilmington, North Carolina 28403
Subject: Kingsbridge Properties II
Stormwater management Plan
Restrictive Covenants Limiting "Built -Upon" Surfaces
Onslow County
Dear Mr. Hawes:
The following statements will be included in the Restrictive Covenants
for Kingsbridge Properties II:
"No more than 2,500 square feet of any lot shall be covered
by structures and/or paved surfaces, including walkways or
patios of brick, stone, slate or similar materials. This
covenants is intended to insure continued compliance with
stormwater runoff rules adopted by the State of North Carolina
and therefore benefits may be enforced by the State of North
Carolina."
"No structures and/or paved surfaces, including walkways or
patios or brick, stone, slate or similar materials, shall be
placed within 30 feet of the mean high water line of SA waters.
This covenant is intended to insure continued compliance with
stormwater runoff rules adopted by the State of North Carolina
and therefore benefits may be enforced by the State of North
Carolina."
The following will be stated in the deed:
"This (these) covenant (s) is (are) to run with the land and
shall be binding to all parties and all persons claiming
under them."
SIGNATURE
Signatur ,
Date

Mr. Mark Hawes
Kingsbridge Properties II
May 19, 1989
Page 2
VERIFICATION
T. w personally appearing
e ore me and, be g firs duly sworn, says that the information
contained in the application and in the exhibits attached hereto
are true to the best of his/her knowledge and beliefs.
This—Z!�__day of , 1989
NOTARY PUBLIC
Address
My —Commission Expire s�rc,�
cc: Joseph S. Hill, Jr. and Assoc.

DIVISION OF ENVIRONMENTAL MANAGEMENT
Submittal Form for Projects Using Density Limits for Stormwater Control
PROJECT DATA
Name of Project: Kingsbridge Properties II
Location (County, Township/Municipality, Address): S.R. 1576
Onslow County
Applicant Name: Robert F. Youngblood Construction Company, Inc.
Mailing Address: P-0. box 39
Atlantic Beach, North Carolina 28512
Phone No: [phone]
Submittal Date:
Brief Description (include map and appropriate drawings):.
Single family lot subdivision utili7in9 lnw dancit,g nption
Stormwater management design
Water Body Receiving Stormwater Runoff:
Name of water Body: Oueen's Creek
Classification of Water Body: SA
Total Area of Proposed Project (acres): 60:84 AC
State/Federal Permits and Approvals Required:
(Check Appropriate Blanks)
CAMA Major X Sedimentation and Erosion Control X
404 Permit X DEM/DHS Sewage -Disposal X
Other (soecify):
CALCULATION OF BUILT=UPON AREA
(Built -upon area means that portion of an individual development that is
covered by impervious or partially pervious cover including buildings,
pavement, recreation facilities, etc. but not including decking.)
a) Built -upon area: 8.30 AC
b) Total project area: 60.84 AC
x built -upon - built -upon area ltotal project area * 100
% built -upon area = 13.64 %
If the water body receiving Stormwater runoff is classified as SA, is the
% built -upon area < 25% ? Yes X No
If the water body receiving stormwater runoff is classified other than SA,
is the % built -upon area < 30 % ?. Yes No
STORMWATER COLLECTION SYSTEM
Is the only kind of stormwater collection system grass swales?
Yes No X
(Grassed -lined swales should have a side slope of 3:1 (H:V) or less.)

If no, please provide a detailed description.
All roadside collection swales are sass lined. Ri -ra lined sections
are use to control erosion at stee raaes 0. to 3.0� �n �outt swales to
mars rass ine exit sections min. 30 in ength are pro�n all
BUFFER AREA swales prior to discharge..
Is the built -upon area at least 30 feet from mean high water of all
surface waters? Yes X No
If no, please provide a detailed description.
(Note: Only boat ramps, public roads, public bridges and walkways to water
related facilities are allowed within 30 feet of mean high water if the
project is intended to meet stormwater control requirements through
density limits.).
DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Do the deed restrictions and protective covenants ensure that subdivisions
maintain the development consistent with the plans and specifications
approved by the division and include the State as a beneficiary of the
restrictions?
Yes X._ No
(Include a copy of the restrictions and covenants with this form.)
CERTIFICATION
I, Robert F. Youngblood , certify that the information included on
this submittal form is correct, that the project will be constructed in
conformance with this information and that to the best of my knowledge, the
the best of my knowledge, the proposed pro jec complies with the requirement
of 15 NCAC 2li.1003 (b) . izaw
gnatur - rn or A4ent Date
P.O. Box 398. Atlanti Beam N c' 28512
Address
If agent, please list owner's name and address below.
Regional Office
Date
Date
DIVISION OF ENVIRONMENTAL MANAGEMENT SIGN -OFF
Individual Evaluating Forms / Plans
Regional Water Quality Supervisor

SECTION 1600 - LANDSCAPING - EROSION and SEDIMENT CONTROL
A. General
The Contractor shall provide all labor, materials, equipment,
tools, and perform all work and services necessary for or incidental
to landscaping as required by these specifications and/or shown
on the plans.
All supplementary or miscellaneous items, appurtenances or
services necessary for a complete job. shall be furnished as -a
part of this work, although such work shall not necessarily be
shown or specified.
All work shall comply with the regulations: of the North Carolina
Sedimentation Control Act of 1973. All erosion control devices
shall be installed and maintained as required by the North
Carolina Department of Natural Resources and Community Development.
Such measures may consist of berms, dikes, drains, and sediment basins,
or use of fiber mats, woven plastic filter cloths., gravel, mulches,
bituminous spray, and other erosion control devices or methods. All
erosion and sediment control devices shall be approved by the
Engineer prior to installation.
B. Landscaping
1. The work includes seedbed preparation, liming, fertilizing, seeding,
and mulching of all disturbed areas. The work also includes those
areas inside or outside of limits of construction that are disturbed
by the Contractor's operation.

2. The ground surface shall be clear of stumps, stones, roots,.
cables, wire,_grade stakes, and other materials that might
hinder proper aradina, tillage, seed,^g or subsequent
maintenance operations.
3. Where lawns are to be planted in areas that have not been
altered or disturbed by excavating, grading, or stripping
operations, prepare soil for lawn planting as follows:
Till to a depth of not less than 611
.
Apply soil amendments and initial fertilizers as
specified.
Remove high areas and fill in depressions.
Till soil to a homogenous mixture of fine texture,
free of lumps, clods, stones, roots, and other
extraneous matter.
4. Grades on the area to be seeded shall be maintained to a true
and even condition. Maintenance shall include any necessary
repairs to previously graded areas.
5. All graded areas shall be thoroughly tilled to a depth.of at
least four (4) inches by plowing, disking, harrowing, or other
approved methods until the condition of the soil is acceptaftle.
On sites where soil conditions are such. that high. clay content
and excessive compaction cause difficulty in getting clods and
lumps effectively pulverized, the Contractor shall use the rotary
tillage machinery, until the mixing of the soil is acceptable and
no clods and clumps remain larger than 1 1/2 inches in diameter.
A firm and compact seedbed is required, and after being graded, the
seedbed shall be lightly compacted with a land roller such. as a
cultipacker before and after seeding.
6. Limestone shall be dolomitic agricultural -ground limestone containing
not less than 10 percent magnesium oxide and uniformly applied at a
rate of 2000 pounds per acre prior to preparation of seedbed.

7. Fertilizer shall be the standard commercial product uni-formiy
applied at a...rate of 1000 pounds per acre of 1Q 10_10 analysis.
8. The fertilizer shall be incorporated into the upper three or
four inches of prepared seedbed just prior to the last tillage
operation, but in no case shall be applied more than three days
prior to seeding. Fertilizer shall be used immediately after
delivery or -stored in a manner that will not permit. it to harden
or destroy its effectiveness. When hydroseeding equipment is
used for seeding, fertilizer shall be applied simultaneouly
with seed, using the above rates of application.
9. Seed shall be certified seed or equivalent based on North Carolina
Seed Improvement Association requirements for certification. All
seed shall be furnished in sealed standard containers. Seed
which has become wet, moldy, or otherwise damaged prior to seeding,
will not be acceptable.
10. Seeding shall be accomplished wi.th.power�drawn planters and land
packer or hydroseeding equipment at the rate of:
From September 15 to April 15; 75 pounds per acre of Tall
Fescue, Kentucky 31 or Alta Tall Fescue.
100 pounds per acre Unhulled Bermuda.
From April 15 to September 15:
75 pounds. per acre of Huiled Bermuda.
75 pounds per acre. of Tall Fescue., Kentucky 31, or Tall
Fescue.
1% maximum weed seed content permitted.
11. When conditions are such. by reason of drought, high winds, excessive
moisture or other. factors where satisfactory results will not be
obtained, the work shall be stopped and resumed only when condi.ti,ons
are favorable.

4.
12. Mulching where required by the Engineer shall be dry grain straw
or approved equal evenly applied at the rate of 40 bales per
acre.
13. Method used to apply the mulch shall be mechanical type equipment
and shall obtain a uniform distribution to permit sunlight to
penetrate to the ground surface.
14. Provide and maintain temporary piping, hoses,. and lawn watering
equipment as required to convey water from water sources and to
keep lawn areas uniformly moist as required for proper growth.
Maintain lawns by watering, fertilizing, weeding, mowing, trimming,
and other operations such as rolling regrading, replanting as
required to establish a smooth, -acceptable lawn, free of eroded
or bare areas.
Remulch with new mulch in areas where mulch has been disturbed
by wind or maintenance operations sufficiently to nullify its
purpose. Anchor as required to prevent displacement. Replace
bare areas using same materials specified for lawns.

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JOSEPH S. HILL, JIL and ASSOCIATES
CONSULTING ENGINEERS and PLANNERS
1602 HARBOUR DRIVE
WiLMINGTON, NORTH CAROLINA
TELEPHONE [phone]
June 7, 1989.
Mr. Mark. Hawes.
N,C. Division of Environmental Management
7225 GlrIghtsville. Avenue
W lmington, North. Carolina 28403
Subject: Project No. 890414
Kingsbridge Properties II
Stormwater Management Plan
Onslow County
Dear Mr. Hawes.:
MAILING ADDRESS:
POST OFFICE BOX 5592-STA. 1
WIL IINGTON, N.C. 28403.4135
DD
PF.OJ - -�
Attached are two O. copies of the Ki,ngsbridge Properties II
Stormwater Management Plan. This plan utilizes.the low density.approach...
for the management of stormwater.
As requested in yourletter dated April 19, 1989, the following
items are included:
1. Site plan indicating all built -upon areas (streets, typical
building and driveway).
2. Computations showing percentage built -upon areas.
3. Copies of deed restrictions. and restrictive covenants which
designate the state as beneficiary.
4. Completed D.E.M. submittal form.
5. Typical cross -sectional views of swales (.see detail sheet -
'Swale Section Detail" and "Street and Drainage Section")..
Please review this plan as soon as possible.
Please do not hesitate to contact me if you have any questions or need
additional information.'
Sincerely,
JOSEPH..S. HILL, JR. and ASSOCIATES
JSH/pva Joseph.S. Hill, Jr., P.E.

1A1CL_UbCb _771HE Den A nn—TI C7_10A[S
D
KINGSBRIDGE PROPERTIES II. JUN 14 198T
Stormwater Management Plan D E M
PROJ$-
W lRp
Kingsbridge Properties II is a single family home development with 104
lots each exceeding 1/3 acre in size. The project is located adjacent to
Queen's Creek which is classified SA:
The "built -upon" area after completion of development will be.13.64%
(see calculations) of the total project area, with_ no impervious areas
occurring within 30 feet of SA waters.
Roadside runoff will be collected in grass lined swales routed to
various discharge points along the shoreline of Queen's. Creek. Rip rap
linings are designed to prevent erosion of channels where bottom slopes
exceed 0.7%. All channels will be provided with a vegetated buffer outlet
section exceeding 30 feet in length prior to discharge into.Queen's Creek.
The attached plans and calculations show that the project complies with_
N.C.D.E.M. density limits for storr-mater management.

KINGSBRIDGE. PROPERTIES II
STORMWATER MANAGEMENT PLAN'
" BUILT-UPON'AREA-CALCULATIONS
Street Pavement Calculations:
Total Street Length = 4,270 LF
Street Width Jx'20 FT
Total Street Area = 85,400 Sq. Ft.
Cul-de-sac Area (Typ.) = 3,850 Sq. Ft.
Total Cul-de-sacs x 3
11,550 Sq. Ft.
Total Street Pavement = 859500 Sq. Ft.
+'110550 SO. Ft.
97,050 Sq. Ft. = 2.3 Acres (Total Pavement)
X 51z. = .Z 42, 4, Z: F. - AWE* o f 44;?. 0. K/.
Building and Driveway Calculations:
Typical single family home roof top area
1,600.Sq.
Ft.
Typical driveway = 10'w x 90 LF
. 9A0'Sq.'Ft.
Total Built Upon Area =
2,50,0
Sq.
Ft. (Typ. each. lot)
Total lots = 104
10.4 lots x 2,500 Sq. Ft. = 260,000 Sq. Ft.
= 6.0 AC (Total built -upon area each_ lot)
Percentage of Built -Upon Area:
Total Project Area = 60.84 AC
Built -Upon Area 8..3 AC
8.3 t 60.84 = .1364 = 13.64% "Built --Upon" Area
Project. Built -Upon Area is less than the maximum of 25% allowed for oro.jects
adjacent to SA waters.

SECTION 1600 - LANDSCAPING - EROSION and SEDIMENT CONTROL
A. General
The Contractor shall provide all labor, materials, equipment,
tools, and perform all work and services necessary for or incidental
to landscaping as required by these specifications and/or shown
on the plans.
All supplementary or miscellaneous items, appurtenances or
services necessary for a complete job shall be furnished as -a
part of this work, although such work shall not necessarily be
shown or specified.
All work shall comply with. the regulations: of the North.Carolina
Sedimentation Control Act of 1973. All erosion control devices
shall be installed and maintained as required by the North
Carolina Department of Natural Resources and Community Development.
Such measures may consist of berms, dikes, drains., and sediment basins,
or use of fiber mats, woven plastic filter cloth.s., gravel, mulches,
bituminous spray, and other erosion control devices or methods. All
erosion and sediment control devices shall be approved by the
Engineer prior to installation.
B. Landscaping
1. The work.includes seedbed preparation. liming, fe.rti_lzing, seeding,
and mulching of all disturbed areas. The work.also includes those
areas inside or outside of limits of construction that are disturbed
by the Contractor's operation..

2. The ground surface shall be clear of stumps, stones, roots,.
cables, wire,..grade stakes, and other materials that might
hinder proper grading; tillage, seeding or Subsequent -
maintenance operations.
3. Where lawns are to be planted in areas that have not been
altered or disturbed by excavating, grading, or stripping
operations, prepare soil for lawn planting as follows:
Till to a depth of not less than 6".
Apply soil amendments and initial fertilizers as
specified.
Remove high areas and fill in depressions.
Till soil to a homogenous mixture of fine texture,
free of lumps, clods, stones, roots, and other
extraneous matter.
4. Grades on the area to be seeded shall be maintained to a true
and even condition. Maintenance shall include any necessary
repairs to previously graded areas.
5. All graded areas shall be thoroughly tilled to a depth.of at
least four (4) inches by plowing, disking, harrowing, or other
approved methods until the condition of the soil is acceptahle..
On sites where soil conditions are such. that high.clay content
and excessive compaction cause difficulty in getting clods and
lumps effectively pulverized, the Contractor shall use the rotary
tillage machinery, until the mixing of the soil is acceptable and
no clods and clumps remain larger than 1 1/2 inches in diameter.
A firm and compact seedbed is required, and after being graded, the
seedbed shall be lightly compacted with a land roller such. as a
cultipacker before and after seeding.
6. Limestone shall be dolomitic agricultural -ground limestone containing
not less than 10 percent magnesium oxide and uniformly applied at a
rate of 2000 pounds per acre prior to preparation of seedbed.

7. Fertilizer shall be the standard commercial product uni"formiy
applied at a rate of 1000 pounds per acre of 1&10-10 analysi.s.
8. The fertilizer shall be incorporated into the upper three or
four inches of prepared seedbed just prior to the last tillage
operation, but in no case shall be applied more than three days.
prior to seeding. Fertilizer shall be used immediately after
delivery or -stored in a manner that will not permtt.it to harden
or destroy its effectiveness. Whenhydroseeding equipment i.s
used for seeding, fertilizer shall be applied simultaneouly
with seed, using the above rates of application.
9. Seed shall be certified seed or equivalent based on North. Carolina
Seed Improvement Association requirements for certification. All
seed shall be furnished in sealed standard containers. Seed
which has become wet, moldy, or otherwise damaged prior to seeding,
will not be acceptable.
10.. Seeding shall be accomplished with power -drawn planters And land
packer or hydroseeding equipment at the rate of:
From September 15 to April 15; 75 pounds per acre of Tall
Fescue, Kentucky 31 or Alta Tall Fescue.
100 pounds per acre Unhulled Bermuda.
From April 15 to September 15:
75 pounds.per acre of Hulled Bermuda.
75 pounds per acre. of Tall Fescue, Kentucky 31, or Tall
Fescue.
1% maximum weed seed content permitted.
11. When conditions are such.by reason of drought, high -winds, excessive
moisture or other, factors where satisfactory results will not he.
obtained, the work shall be stopped and resumed only when conditions
are favorable.

12. Mulching where required by the Engineer shall be dry grain straw
or approved equal evenly applied at the rate of 40 bales per
acre.
13. Method used to apply the mulch shall be mechanical type equipment
and shall obtain a uniform distribution to permit sunlight to
penetrate to the g round surface.
14. Provide and maintain temporary piping, hoses, and lawn watering
equipment as required to convey water from water sources and to
keep lawn areas uniformly moist as required for proper growth.
Maintain lawns by watering, fertilizing, weeding, mowing, trimming,
and other operations such as rolling regrading, replanting as
required to establish a smooth, -acceptable lawn, free of eroded
or bare areas.
Remulch with new mulch in areas where mulch has been disturbed
by wind or maintenance operations sufficiently to nullify its
purpose. Anchor as required to prevent displacement. Replace
bare areas using same materials specified for lawns.

Mr. Mark Hawes
Kingsbridge Properties II
May 19, 1989
Page 2
VERIFICATION
personally appearing
Before me and, be' g firs duly sworn, says that the information
contained in the application and in the exhibits attached hereto
are true to the best of his/her knowledge and beliefs.
This_Z!Z_day of 1989
NOTARY PUBLIC
Address
My Commission Expires�j`�j ,
cc: Joseph S. Hill, Jr. and Assoc.

1
It • •; D. ••h t1D I�
MEMORANDUM
AA aY 2 1986
TO: John Parker
U1i1LIVIINGfiON REGIONAL OFFICE
FIifJM: Bill Mills ��k%� n EM
SUBJWT: Application for CAMA Permit U
Queens Creek - Kingsbridge Subdivision
Onslow County
The Subject application has been reviewed for water quality
impacts and the following comments are offered:
1. As you are aware, we originally commented on this project
in May, 1985, objecting to the stornwater plans at that time.
Since last October there have been continued discussions
between our field office and the applicant's consulting
engineer and hydrologist. The most recent version of the
storn:aat,er i i a 1, q F N i i w 1 t plan was dated February 14, 1986. That
plan provides for sufficient protection to prevent stop water
runoff frm entAering adjacent SA waters during the 10-year,
24-hour storm event. The following should be included as
provisions to assure the success of the plan:
a. A distance of at least 30 feet shall be
between any impervious area, excluding t ramps, and
the M4iW contour.
b. Retention pond dike walls shall be suitably vegetated to
prevent erosion: and dike walls shall be constructed to
prevent failure.
C. Stornwater conveyance pipes and retention ponds shall be
periodically cleaned to remove fines and debris.
2. Due to the length of the piers and shallowness of the waters,
the size of boats that could moor at the pier is limited. We
do not expect to have violations from boats occurring.
3. The project does require a 401 certification but does meet the
provisions of general certification No. 1431 for boat ramp
construction_
On the basis of the revised stormwater management plans and
inclusion of cmiditions recommended in comment No. 1, we remove our
previous objections to the permit.
BM/dkb
cc: Preston Howard

H
DIVISION OF ENVIRONMENTAL MANA�T
Water Quality Section
April 28, 1986
MEMORANDUM
T0: John Parker
FROM: Bill Mills
SUBJECT: Application for CAMA Permit
Eugene R. Willis - Drum Inlet Seafood
Carteret County
The Subject application has been reviewed for water quality
impacts and the following cam ants are offered:
1. This project will not require a 401 Certification.
2. Spoil material disposal areas should be at least 250
feet fran any potable water wells to reduce the potential
for contamination due to salt water intrusion.
EM/dkb
cc: Preston Howard
MAY 2 1
VALMINGTON REGIONAL OFFICE
DEM

DIVISICN OF MANAGEMT
* t-r Q1al-i Section
April 28, 1986
MEMORANDUM
TO: John Parker
FROM: Bill Mills
SUBJECT: Application for CAM Permit
John E. Jones
Brunswick County
The Subject application has been reviewed for water quality
impacts and the following caawkents are offered:
1. The project will require a 401 Certification but meets the
requirements for general certification No. 1431 for boat ramp
construction.
2. There should be silt fences installed entirely around the
perimeter of the spoil area to minimize turbidity impacts to
adjacent surface waters.
cc: Preston Howard
1886
WILMINGTON REGIONAL OFFICE
DEM

DIVISION OF -ENVIRONMENTAL MANAGEMENT
MEMORANDUM
q
DATE: April 22, 1986h''
TO: Bill Mills
Operations Branch
FROM: Michael F. Williams/lokt
Wilmington Region4 Office
THROUGH: A. Preston Howard Jr, Original Signed
HOW Sy
A. PRESTOARD, .1R
Wilmington Regional Office
SUBJECT: Regional Office Review & Recommendations
Application for Permit for Excavation and/or Fill
Queens Creek - Kingsbridge Subdivision
Onslow County
The applicant submitted an application dated March 19, 1985 to develop
a 180 acre tract of land into a 300 lot residential subdivision
consisting of paved streets, recreation areas, boat ramps and piers,
adjacent to Queens Creek, classified SA waters. On May 1, 1985, this
office submitted unfavorable comments based on the intent to discharge
stormwater runoff into waters classified SA. More recently, the
applicant has retained the services of an engineering firm and a
consulting hydrologist to develop a stormwater management plan. After
several months (October 1985 to mid -February 1986) a stormwater
management plan was developed which this office feels is acceptable.
Plans and specifications dated February 14, 1986 indicate that nine
retention ponds ranging from 1 to 2 acres in size are capable of
containing a volume of stormwater runoff, equivalent to 2 100 year
storms (21 inches). This design was based on information prior to the
most recent "BPJ" document of 2/13/86. The plan was reviewed by both
the staff of the Water Quality and Groundwater Sections, and it is
believed that the plan meets the intent of preventing stormwater
runoff from entering classified.SA waters in the event of a 10 year-24
hour storm. The ponds should be capable of retaining three back to
back 10 year-24 hour storms, assuming no exf iltration. The
percolation rate of the soils beneath the ponds are generally slow,
and would not assume the normal water level after 72 hours of the 10
year-24 hour storm. It is expected the the ponds should assume the
normal level between eight to twelve days after the 10 year-24 hour
storm. It is felt that the concept of the plan will adequately
protect the adjacent waters of Queens Creek.

Page Two
Bill Mills
April 22, 1986
Additional aspects of the plan include the proposal to construct 2
boat ramps and piers for residential boat access. It is anticipated
that since the proposal does not include boat slips, that the pier
structures would not be conducive to boat mooring. The length of the
piers and depth of the waters would also limit the size of the vessel.
It is not expected that fecal coliform violations will occur from the
overboard discharge of sewage from vessels.
According to Messrs. John Parker and Jim Mercer of DCM, the applicant
has not modified the plans since the original application date of
3/19/85. However, according to the February 1986 stormwater plan,
several roads have changed as well as the 4 picnic areas due to
stormwater retention and configuration. DCM has indicated that this
will not present a problem with permitting.
The following conditions are recommended to be forwarded to DCM:
1. A distance of at least 30 feet shall be maintained between any
impervious surface area and the mean high water contour
excluding boat ramps.
2. Retention pond dike walls shall be suitably vegetated to prevent
erosion and dike walls shall be suitably constructed to prevent
failure.
3. Stormwater conveyance pipes and retention ponds shall be
periodically cleaned to remove fines and debris.
The project will require 401 certification, but should meet the
conditions for a general 401 certification for boat ramp construction.
This office has no objection to the project providing that the above
conditions are met.
MFW:kc
cc: WiRO
CF

DIVISION OF ENVIRONMENTAL MANAGEMENT
Subject: Project No. sl�:iC�l4 i4
-t�-
c*it5 County
Dear Sir:
The Wilmington Regional Office received a copy of the plans for
58.E/I i �i4DP /f!!E5 T� on AX"elL / 9, /mil
At this time your submittal concerning Stormwater Management is not complete.
The following information is needed to complete your submittal.
For projects using density limits approach.
✓A site plan that clearly indicates all built -upon areas
(i.e., streets, driveways, walkways, building footprints,
etc.).
,-Computations showing the percent built upon areas, both
existing and planned.
--A copy of deed restriction(s) and restrictive covenants
which include the State as a beneficiary.
,--The attached submittal form should be completed for
projects using the density limits approach.
✓ Other iPbSS
For projects involving an engineered Stormwater Management
System.
Plan and profile drawings of the collection and/or
disposal systems.
Computations or other criteria used to support design of the
system.
Volume of runoff.
Volume of containment/disposal system.
Dewatering time of containment/disposal system.
Length of vegetative filter strip needed.
Other

ry `
Supporting data concerning the hydrogeo.logy of the site:
Seasonal high water table.
Infiltration capacity - saturated hydraulic conductivity.
Other
Drainage pattern(s) for design storm event, and drainage
pattern(s) for runoff in excess of design storm event.
A complete stormwater maintenance manual including responsible
party, quantitative and qualitative criteria which would
indicate when corrective maintenance is required, and a
periodic maintenance table as needed.
A proposed monitoring program for the system.
Other
This information should be received by this office no later than
MAY .2�� Z�48 or your project will be returned as incomplete.
Please be reminded that construction of the subject project may not
commence prior to approval of the Stormwater Management Plan. We will make
every attempt to assist you in any way we can. If you have any questions,
please call /14A&/ at telephone number (919)
256-4161.
DS:trw
cc: Bill Mills
WiRO, CF
Sincerely,
Donald Safrit
Regional Water Quality Supervisor

MEM01
TO: M J4 WAhe"
1/ 6C. /V), -
1 � C
Date: �� 1
Subject: �M4.
°o- North Carolina Department of Natural
=_ Resources & Community Development
`�«� Division of Coastal Management

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JOSEPH S. HILL, JR. and ASSOCIATES
CONSULTING ENGINEERS and PLANNERS MAILING ADDRESS:
1602 HARBOUR DRIVE POST OFFICE BOX 5592-STA. 1
WILMINGTON, NORTH CAROLINA WILiPIINGTON, N.C. 28M-4155
TELEPHONE [phone]
February 13, 1986
Mr. Mike Williams
N.C. Division of Environmental Management
7226 Wrightsville Avenue
Wilmington, N.C. 28403
Subject: Revised Stormwater Plan
Queens Creek
Onslow County
Dear Mr. Williams:
FEB 14 ag
WII.MINGTON REGIONAL OFFICE
DEM
Attached are two (2) copies of the revised stormwater management
plan for Queens Creek development. A copy of the revised calculations
is also included. The revisions are based on the hydrogeologic
evaluation conducted by Mr. Ed Andrews (copies attached).
Please do not hesitate to contact me if you have any questions.
Sincerely,
JOSEPH S. HILL, JR. and ASSOCIATES
qn chi -J •
Michael S. Marsh
MSM/pva
enc.
cc: Mr. Bill Grant

QUEENS CREEK
STORMWATER CALCULATIONS
100 YEAR STORM
RUNOFF CALCULATIONS
For calculations purposes, the entire site was divided into 7 subareas.
The amount of impervious surface included in each subarea will be determined
and runoff volume calculated for the 100 year storm.event (10.5" in 24 hours).
After this volume is known, a retention system will'be designed to insure
that no discharge will occur during the 100-year storm.
Since retention ponds for Areas 1, 2, 3, 4, and 6 will not completely
percolate the runoff from a 100-year storm within'3 days, the ponds have been
designed to store the runoff from two 100 year storms occurring on consecutive
days (see attached hydrogeologic evaluation). The retention ponds for Areas
5 and 7 will percolate the runoff from a 100 year storm within 3 days per DEM
requirements.
AREA 1
Runoff from the impervious surfaces in Area 1 will. be collected and
diverted into a retention pond to be constructed. to yg.
y ST62M
Impervious Surfaces - Streets = 2,870 LF x 20' W = 57,400 Sq. Ft.
Houses (incl. drives) = 55 x 1,900 Sq.Ft = 104,500 Sq. Ft.
Total Imp. Surface Area = 161,900 Sq. Ft. l&i,9.©0 Pi'
x 0.875 Ft. Precip. Y_ •r!�3
141,662 CF Runoff
Pond Area = 42,000 Sq. Ft.
Percolation rate @. - -(wee oic—data)
Percolation rate @ 42,000 Sq. Ft. = 1.33 x 8,49 - 11,320 CF/Day
43 5�05• z Cj*L
r�
h
94 388 ��
Z p p "�,t • �1 A�c
em 369 Pi-:1.6Y90

Area 1 Continued
141,662 CF Runoff
- 11,320 CF Percolation
130,342 Retention Volume Required
130,342 CF i 42,000 Sq. Ft. = 3.10 Retention Depth Required
+ 0.875 Precip. onto Pond
3.975 Total Depth Required
x 2 Consecutive 100 Year Storms
7.95 Total Retention Depth Required
Projected Pond Water Level Elev. = 8.3'
Depth Required for 2-100 Yr. Storms = 7.95'
Pond Water Surface Elevation = 16.15 (Min. Dike Height)
AREA 2
Runoff from the impervious surfaces in Area 2 will be collected and
diverted into two existing retention ponds as shown on the attached site plan.
Impervious Surfaces - Streets = 4,480 LF x 20' W = 89,600 Sq. Ft.
Houses = 49 x 1,900 Sq..Ft.= 93;100 Sq. Ft.
Total Imp. Surface Area = 182,700 Sq. Ft,
x 0.875 Ft. Precip.
159,862 CF Runoff
Pond Area = 50,000 Sq. Ft..(2A) + 39,000(2B.) = 89,000 Sq. Ft.
Perc. Rate @ 55,000 Sq. Ft. = 15,848 CF/Day
Perc. Rate @ 89,000 Sq. Ft. = 1.62 x 15,848 = 25,674 CF/Day
159,862 CF Runoff
'259674 CF Percolation
1349188 CF Retention Volume Required
IWAE

AREA 2 Continued
1.34,188 CF : 89,000 = 1.51' Retention Depth Required
+ 0.875' Precip. onto Pond
2.38' Retention Depth Required
x 2 Consecutive 100 Year Storms
4.76' Total Retention Depth Required
Projected Pond Waterlevel = 12.3'
Depth Required for 2 - 100 Year Storms = + 4.76
Pond Water Surface El.evation = 17.06' (Mine Dike Height)
AREA 3
Runoff from impervious surfaces in Area 3 will be collected and diverted
into a pond to be constructed.
Impervious Surfaces - Streets = 3840 LF x 20' W = 69,600 Sq. Ft.
Houses = 87 x 1900 Sq. Ft = 165,300 Sq. Ft.
Total Imp. Surface Area = 234,900 Sq. Ft.
x .875 Ft. Precip.
205,538 CF Runoff
Pond Area = 73,.000 Sq. Ft.
Percolation Rate @ 42,000 Sq. Ft. = 7,132 CF
Percolation Rate @ 73,000 Sq. Ft. = 1.74 x 7,132 = 12,410 CF/Day
205,538 CF Runoff
-'12,410 CF Percolation
.193,128 CF Retention Volume Required
193,128 CF 73,000 Sq. Ft.. = 2..65" Retention Depth Required
+'0 875 Precip. onto Pond
3.t2' Retention Depth Required
x 2 Consecutive 100 Year Storms
7..04' Total Retention Depth Required for 2 -100
-Year -Storms

AREA 3 Continued
Projected Pond Water Level = 12.2'
Depth Required for 2 - 100 Year Storms = + 7.04'
Pond Water Surface Eleveation = 19.24' (Min. Dike Elevation)
AREA 4
Runoff from impervious surfaces in Area 4 will be collected and diverted
into an.existing pond as shown on. plan.
Impervious Surfaces - Streets = 2,100 LF x 20' W = 42,000 Sq. Ft.
Houses = 19 x 1900 Sq. Ft.= 36,100 Sq. Ft.
Total Imp. Surface Area = 78,100 Sq. Ft.
x 0.875 Ft. Precip.
68,337.5 CF Runoff
Pond Area = 68,000 Sq. Ft.
Percolation Rate @ 42,000 Sq. Ft. = 4,245 CF/Day
Percolation Rate @ 68,000 Sq. Ft. = 1.62 x 4,245 6,877 CF/Day
68,338 CF Runoff
- 6,877 CF Percolation
61,461 CF Retention Volume Required
61,461 CF = 68,000 Sq. Ft. = 0.90 Retention Depth Required
+ 0.875 Precip. onto Pond
1.775 Retention Depth Required
x 2 Consecutive 100 Year Storms
3.55' Total Retention Depth Required for 2 - 100
Year Storms
Projected Pond Water Level = 22.0'
Depth Required. for 2 - 100 Year Storms = 3:55'
Pond Surface Elevation =
- 4 -
25.55' (Min. Dike Elevation)

AREA 5
Runoff from impervious surfaces in Area 5 will be collected and diverted
into two ponds to be constructed.
Impervious Surfaces - Streets. = 6,220 LF x 20' W = 124,406 Sq. Ft.
Houses = 80 x 1900 Sq. Ft.= 153,900 Sq. Ft.
Total Imp. Surface Area = 278,300 Sq. Ft.
x 0.875 Ft. Precip.
243,512 CF Runoff
Pond Area = 73,000 Sq. Ft.(5A) + 60,000 Sq. Ft.(5B) = 133,000 Sq. Ft.
Percolation Rate @ 56,000 Sq. Ft. = 26,885 CF/Day
Percolation Rate @-133,000 Sq. Ft. = 2.38 x.26,885 = 63,986 CF/Day
Pond will Percolate 255,944 CF in 4 Days.
Since Total Runoff from 100 Year Storm = 243,512 CF, Water Level will return
to Static Elevation within 72 Hours Following 100 Year Storm.
243,512 CF Runoff
- 63;986 CF Percolation
179,526 CF Retention Volume Required
179,526 CF = 133,000 = 1.35' Retention Depth Required
+ 0.875' Precip. onto Pond
2.22' Total Retention Depth Required
Projected Pond Water Levels 11.0'
Retention Depth Required for 100 Year Storm = 2.22'
Pond Water -Surface = 13.22' (Min. Dike Hei.gh.t)
- 5 -

AREA 6
Runoff from impervious surfaces in Area 6 will be collected and
diverted Into a pond to be constructed.
Impervious.Surfaces - Streets = 3,320 LF x 20' W = 66,400 Sq. Ft.
Houses = 32 x 1900 Sq. Ft.= 60,800 Sq. Ft.
Total Imp. Surface Area=127,200.Sq. Ft.
x 0.875 Ft. Precip.
111,300.CF Runoff
Pond Area = 80,000 Sq. Ft.
Percolation Rate @ 42,000 Sq. Ft. = 10,754 CF/Day
Percolation Rate @ 80;000 Sq. Ft. = 1.90 x 10,754 CF = 20,433 CF/Day
111,300 CF Runoff
- 20,433 CF Percolation
90,867 CF Retention Volume Required
(100 Year Storm)
90,867 = 80,000 Sq. Ft. = 1.14' Retention Depth Required
+ 0:875' Rrecip. Onto Pond
2.00' Retention Depth Required
x 2 Consecutive 100 Year Storms
4.00' Total Retention Depth Required for
2 - 100 Year Storms
Projected Pond dater Level = 10.-2'
Depth.Required for 2 - 100 Year Storms -'4.0'
Pond Surface Elevation = 14.2' (Min. Dike Elev.)
- 6 -

AREA 7
Runoff from the impervious surfaces in Area 7 will be collected and
diverted into an existing pond.
Impervious Surfaces - Street = 1,200 LF x 20' W = 24,000 Sq. Ft.
x 0.875 Ft. Preci.p.
21,000 CF Runoff
Pond Area = 86,000 Sq. Ft.
Percolation Rate (similar.to #4) = 4,245 CF/Day @ 42,000 Sq. Ft.
Percolation Rate @ 86,000 CF = 2.05 x 4,245 CF = 8,702 CF/Day
Pond will percolate 34,800 CF in 4.days. Since total runoff from 100 year
storm = 21,000 CF, water level will return to:static elevation within 72
hours following. 100 year storm.
21,000 = 86,000 = 0.24' Retention Depth Required
+ 0.875' Precipitation onto Pond
1.12' Total Retention Depth Required for 100 year storm
Pond Surface Elevation = 31.4'
Retention Depth Required for 100 Year Storm = 1.12'
Pond Water Surface During 100 Year Storm = 32.52' (Min. Dike Elev.)
Mt

RKA RUSSNOW, KANE & ANDREWS, INC.
Hydrogeology Post Office Box 33634 Offices:
Geology Raleigh, North Carolina 27606 Raleigh, North Carolina
Environmental. Sciences [phone] Newport News, Virginia
Soils
January 20, 1986
Joseph S. Hill, Jr. and Associates
P.O. Box 5592, Station 1
Wilmington, N.C. 28403
Attn: Mr. Joseph S. Hill, Jr., P.E.
Re: Storm water evaluation
Kings Bridge
Dear Mr. Hill:
Attached are the projected seasonal high water surface elevations for
the stormwater retention ponds to be constructed at Kings Bridge.
These elevations were projected based on test borings conducted at each
site and survey data obtained by the owner.
Please contact me if you have any questions.
Very truly yours,
RUSSNOW, KANE & ANDREWS, INC.
Edwin E. Andrews 111, P.G.
Consulting Hydrogeologist
EEA/sb

1HI M �
1
0
9
4
0
1
STORMWATER POND ELEVATIONS
KINGS BRIDGE
PROJECTED WATER
SURFACE ELEVATION
(SEASONAL HIGH)
8.31
12.3'
12.2'
22.01
11.01
14.2'
7 31.4`

RECEIVED JAN 03 1986
RKA RUSSNOW, KANE & ANDREWS
Hydrogeology Post Office Box 33634
Geology Raleigh, North Carolina 27606
Environmental Sciences [phone]
Soils
December 31, 1985
Joseph S. Hill, Jr. and Associates
P.O. Box 5592, Station 1
Wilmington, North Carolina 28403
Attn.: Mr. Joseph S. Hill, Jr., P.E.
Re: Storm water evaluation
Kings Bridge
Dear Mr. Hill:
Offices:
Raleigh, North Carolina
Newport News, Virginia
As you requested, calculations pertaining to storm water runoff
discharge have been made for six ponds at Kings Bridge at Queens
Creek, Onslow County, North Carolina.
Because the ponds intercepted the water table surface it was
not possible to measure infiltration capacity of the unsaturated zone.
Instead a short aquifer test was performed earlier, this month, using
a Leopold -Stevens Recorder and a Keck- Instrument. Matching the
best. plot of the time/drawdown on log/log paper with a Boulton
Curve, r/B curve 0.316, the results of the calculations was approximate-
ly 283.7 ft.2/day.
Using the . transmissivity of 283.7 ft. Z/day the Darcy Equation
was evaluated for each pond. The ponds located adjacent to Queens
Creek on steep relief were analysed based on a breakout at 50
feet, at approximately the 5 foot contour. Whereas, the ponds
located away from the creek were analysed to the edge of the
creek. The enclosed table shows the 'values used for each pond
and the approximate time needed to discharge the given volume
of discharge.
If you have any questions please call anytime.
Very truly yours,
RUSSNOW, KA�NEE�, & ANDREWS,. INC.
Edwin E. Andrews III, P.G.
EEA/sb Consulting Hydrogeologist

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Environmental Sciences
Soils
RUSSNOW., KANE & ANDREWS Offices.
Post Office Box 33634 Raleigh, North Carolina
Raleigh, North Carolina 27606 Newport News,.Virginla' (919)85
1-6145
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PROJECT: WELL NO. n.
DATE TESTS
LOCATION:- TESTED By.ff
OiAMETER OF WELLi
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WATER LEVEL MEASUREMENT METHOD: SPECIFIC CAPACITY.
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RCA RUSSNOW . KANE & ANDREWS 'ofrS
Hydrogeology
Geology Post Office Box 33634 � � r Raleigh, North Carolina
Raleigh, North Carolina 27606 Newport News. Virginia .{
Environmental Sciences (919) 85t
Soils -6145
PROJECT: - kt4 c r.eltn WELL NO DATE TEST^•
LOCATION: TESTED BY:
DIAMETER OF WELL: Z r+. AQUIFER THICKNESS (b]:
DEPTH OF WELL: 1 '� ' "+
DISTANCE TO . PW (e) .. 2T,0
WATER LEVEL MEASUREMENT METHOD: • SPECIFIC CAPACITY
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09/2� 07:33 FAX [phone] YOUNGBLOODCONST Q002/014
gca4(4-
Z. �• _.. BOOK 1 � � � I's1GE b �i 5 `�"
Prepared by: LANIER & FOUNTAIN/gic
114 Old Bridge Street
j� lacksonville. NC 28540 " y S
STATE OF NORTI; CAROLINA
COUNTY OP ONSLOw
DECLARATION OF RESTRICTIVE
COVENANTS FOR lK1(NGS1M39)GE 1I
THIS DECLARATION OF RESTRICTIVE AND PROTECTIVE COVENANTS, made
this the 45 day of January, 1995, by Kingsbridge Properties H, a North Carolina General
Partnership, hereinafter called "Declarant".
WITN'ESSETJH:
THAT WHEREAS, the Declarant is the owner of the Real Property described in Article
I of this Declaration and is desirous of subjecting said real property to the protective covenants
hereinafter set forth, each and all of which is and are for the benefit of such property and for
each owner thereof, and shall inure to the benefit of and pass and run with said property, and
each and every lot or parcel thereof, and shall apply to and bind the successors in interest and
any owner thereof.
NOW, THEREFORIr, the Declarant hereby declares that the real property in and referred
to in Article l hereof is and shall be held, transferred, sold and conveyed subject to the
protective covenants set forth below:
ARTICLE I
SIMMTPR T : The real property which is, and shall be held, transferred, sold
and conveyed subject to the protective covenants set forth in the Articles of this Declaration is
located in the County Oje Onslow, State: of North Carolina, and is more particularly described as
follows:
BEING all of that property as shown on plat entitled "FINAL PLAT SURVEY FOR
KMGSIRkIDGE II, SECTION I, SWANSBORO TOWNSHIP, ONSLow COUNTY, N.C."
Prepared by Pate Phillips and Associates. Inc., and recorded in Map Book 31, Page 188, Slide
H-176, Onslow County Registry.
ARTICLE 11
MB,POSES: No lot or lots shall be put to any use other than for residential purposes,
accept that any lot which is owned by Declarant may be used by the Declarant for a street or
roadway.
ARTICLE III
LAND USE AND MMIMQ TYPE: No building shall be used except for residential
purposes. No structure shall be erected, placed, altered, or permitted to remain on any such lot
Other than Single family dwelling not to exceed tuo and one-half stories in height, a private
garage which may contain living quarters fir occupancy by domestic servants of the lot occupant
only, and such other outbuildings as may be reasonably appurtenant to the dwelling, provided
that the same are constructed in line with general, architectural design and construction standards
used as the dwelling itself, This covenant shall. not be construed as prohibiting the use of a new
single family awelling as a model home for sales purposes.
ARTICLE V
DWE1.L'1N!-UALITY &ND SIZE., Tile ground floor area of the main ,structure,
exclusive of one-story porches and garages, shall be not less than 1,650 square feet for a lot
abutting to Queens Creek and 1,300 square feet for all otlher lots.

09/21/2006 07:33 FAX [phone] YOUNGBLOODCONST R003/014
BOOK 12 2 J PAGE 666
ARTICLE. Vl
BUILDING L() _ATION• No building shall be located on any corner lot nearer to the
front line or any side street line than as shown on the recorded plat. No building shall be
located with respect to interior side lot lines so as to be nearer than 8 feet to either such line.
No dwelling shall be located oil ar►y interior jot nearer to the front lot line than as shown on the
recorded plat nor nearer than 10 feet to the rear lot line, and no garage or other permitted access
or building shall be located nearer than 10 feet to the real lot line. For the purposes of this
covenant, eaves, and steps shall not be considered as part of a building provided, however, that
this shall not be construed to permit any portion of a building on a lot to encroach upon another
lot. An error of not more than 10 percent irk the location of a building on the lot with respect
to the minimum set back lines shall nut be considered a violation of this covenant.
ARTICLE Vli
l7S N c: No noxious offensive activity shall be carried on upon any lot nor shall
anything be done thereon which may be or may become an annoyance or nuisance to the
neighborhood.
ARTICLE VM
IFASEMENTS: Easements for installation and maintenance of utilities and drainage
facilities are reserved as shown on the recorded plat and over the front ten feet of each lot,
Within these easements, no structure, planting or other materials shall be placed or permitted
to remain which may damage or interrere with the installation and maintenance of utilities, or
which may obstruct or retard the flow of water through drainage channels in the easements. The
easement area of each lot and all improvements in it shall be maintained continuously by the
owner of the lot, except for those improvements for which a public authority or utility company
is responsible.
The Grantees reserve for themselves, their successors and assigns, an easwnent and right
at any time in the furu= to grant a right of way under, over and along the side, rear and front
property lines of each and every lot in the subdivision described herein, for, the installation and
maintenance of poles, lines, conduits, pipes, and other equipment necessary to or useful for
furnishing electric power, gas, telephone service, drainage or other utilities including water and
sewer services.
ARTICLE IX
LIVESTOCIC Alva POULTRY• No animals, livestock or poultry of any kind shall be
raised, bred or kept on any lot, except that dogs, cats or other household pets may be kept
provided that they are not kept, bred or maintained for commercial purposes. Any and all pets
shall not be allowed on the premises unless same are under the direct control of the owner at
all times and are not creating a nuisance to the other owners within the property,
ARTICLE X
$ D AND pE CATIONS: No dwelling or other building shall, be
erected upon any lot unless the plans and specification thereof meet or exceed the requirements
Of "Minimum property standards for ont- and two living units". (FHA. No. 300), Federal
Housing Administration.
ARTICLE XI
ERECTION OF r .LACES- No fences over four (4) feet in height shall be constructed
between the front building line and the back lot .line nearer than ten (10) feet to any lot line.
No fence shall be erected between the front building line and the strut right of way unless such
fence shall be of an ornamental nature. Brick and split -rail shall be deemed to meet the
requirements of this restriction. No fences shall be allowed on any lot adjacent to Queens Creek
without the prior written approval of Declarant.

09/21/200B 07:33 FAI 2522400344 YOUNGBLOODCONST R 004/014
BOOK 12 2 3 PAGE
AR,ncL E xu
GARBAGE AND RE- MISPOSALM No lot shall be used or maintained as a
dumping ground for rubbish. Trash, garbage or other waste shall not be kept except in sanitary
containers. All incinerators or other equipment for the storage or disposal of such material shall.
be kept in a clean and smikary condition.
ARTICLE XIII
SIGHT DISTANCE AT INTERSECTIONS: No fences, wall, hedge or shrub planting
which obstructs sight lines at elevations between 2 and 6 feet above the roadways shall be placed
or permitted to remain on any corner lot within the triangular area formed by the street property
lines and a line connecting them at points 25 feet from the intersection of the street lines, or in
the case of a rounded property corner, from the intersection of the street property lines extended.
The same sight line limitations shall apply upon any lot within 10 feet from the intersection of
a street property line with the edge of a driveway or alley pavement. No tree shall be permitted
to remain within such distance of such intersection unless the foliage line is maintained at
sufficient height to prevent obstruction of such sight lines.
ARTICLE XIV
1M ORARY STRYICIIMM- No structure of a temporary character, trailer,
basement, tent, shack, garage, barn or other outbuildi ng temporarily or permanently. No trailer,
mobile home, camper or line vehicle shall be parked on any lot at any time for any purpose nor
shall any vehicle be allowed to remain on any lot at any time for any purposes unless it is parked
behind the lot at any time for any purposes unless it is parked behind the main dwelling structure
or placed inside the carport or garage.
ARTICLE XV
DAMNAGE: All, driveways shall have drainage file in the street ditches installed and
sized in accordance with the N.C. State Highway recommendations.
ARTICLE XVI
TERM: These Covenants are to run with the land and shall be binding on all parties and
all persons claiming under them for a period of twenty-five (25) years from the date these
Covenants are recorded, after which such time such Covenants shall be automatically extended
for successive periods of teit (10) years unless an instrument signed by a mAjority of the then
owners of the lots has been recorded, agreeing to change said Covenants in whole or in pan with
the exception of Article XX.
ARTICLE XVII
ENFORCEMENT; Enforcement shall be by proceedings at law or in equity against any
person or person violating or attempting to violate any covenant, either to restrain violations or
to recover- damages.
ARTICLE XVIII
MODIFY QN.-, These restrictions are subject to being alk-zed, modified, cancelled
or changed at any time as to said subdivision as a whole or as to any subdivided lot or part
thereof by written document executed by the Declarants or their successors in title and by the
owner of not less than sixty percent (60%) of the subdivided lots or, parts of said subdivision to
which these restrictions apply, and recorded in the Office of the Register of Deeds of Onslow
County, North CatTilina. If the Declarants own sixty (60%) percent or more of the subdivided
lots, the Declarants may alter or amend these covooants without consent of anyone.

09/21/2006 07:34 FAX [phone] YOUNGBLOODCONST
[a 005/014
BUUK �. 2 2 3 PAGE
ARTICLE XIR
Invalidation of any Order shall in no way affect any one of these covenants b judgment or Court
effect. of the other provisions which shall remain in full force and
ARTICLE XX
WAM RLMFF: No morn; than 2 500
covered by structures, inclusive of rights of way, and/or pavedsurfaces, includi gy lot S I be
Patios of brick, srone, slate or similar materials. This covenant is intendedor
compliance with storm water runoff rules by the State of Nto insure continued
orth Carolina and therefore benefits
may be enforced by the State of North Carolina.
IN WITNESS WHEREOF, Ki.ngsbridge 11 have caused this instrument to be signed in
its corporate name by its duly authorized officers and its seal to be hereunto affixed by authority
of its Board of Directors, as of the day and year first above written.
KINGSBRIDGE PPOPERTIES II, a North
Carolina. Partnership
by Prime Properties, Inc.. its Managing
a
Partner,
(Seal)
'•.��„� err o lood. sident
North Carolina,,— slow County,
I, a Notary ,Public of the County and State aforesaid, certify
being by me duly sworn, says that he is die Presideut of rime that Robert Yowigblood, who
Carolina Corporation, which is the Managing Partner of Kinrime r Properties,Inc., a North,
Carolina partnership, and that the sf�l affixed to the foregoing 11, a North
corporate seal of the corporation, and that said writing was g signed sealby him on ing behalf
Of said corporation, by its authority duly given. And the President acknowledged the said
writing to be the act and deed of said corporation. WITNESS my hand and official stamp or
seal, this Q $ day of January, 1995.
x.nl ra-
lvora,'y Publicly
My commission expires Irf _artTr
`—IL
NORTH CAROEMA. Owws Couu•fY
T6f9resoWgaee1lGaaHWor Lueinda_M. Rowe
Nolu7(ioa �t 1 w (are) emipad ra �q uR�,, tAie io.}jl ne wm Pro,Nrnted far reg6tration god reardad In Ihie alGea !a
Book 7ZLj page b Thin `+`� deyu � r
•' 4 r+e By
=rrer r/Dux

09/21/2006 07:35 FAX [phone] YOUNGBLOODCONST 121010/014
eOOK 1374Pa6E 26.G�14
"nrepated by: LANCER dr FOUNTAIN/lmr S.0
114 Old Bridge Street
Jacksonville, NC 28540 1997 JUG -4 AM Ile 54
STATE OF NORTH C.AROLINA
COUNTY OF ONSLOW
DECLARATION OF RESTRICTIVE
COVENANTS FOR KINGSRRIDGK U
THIS DECLARATION OF RFMS RICI'IVE AND PROTECnYE COVENANTS. made
this the 4A4-,_ day of June, 1997, by Robert P. Youngblood Construction Company, a North
Carolina corporation, hereinafter called "Declarant",
wITNESS>ETHt
THAT WHMEAS, the Peclamnt is the owner of the Real Property described in Article
I of this Declaration and is desirous of subjec:dng said real property to the protective covenants
hereinafter set forth, each and all of which is and are for the benefit of such property and for
each owner thereof, and shall inure to the benefit of and pass and run with said property, and
each and every lot or parcel thereof, and shall apply to and bind the successors in interestand
any owner thereof.
NOW, THEREFORE, the Declarant hereby declares that the imal property in and referred
to in article I hereof is and shall be held, transferred, sold and conveyed subject to tho
protective covenants scar forth below:
ARTICLE I
PROPERTY' The heal property which is, and shall be held, transferred, sold
and conveyed subject to the protective covenants set forth in the Articles of this Declaration is
located in the County of Onslow. State of North Carolina, and is more particularly described as
follows:
BEING all of the numbered lots as shown on plat entitled "FINAL PLAT SURVEY FOR
KING9I3RIDGE 11, SECTION 3, SWANSBORO TOWNSHIP, ONSLOW COUNTY, NC,"
prepared by Pate Phillips and Assaslates, Inc., and recorded in Map Book 33, Page 124, Slide
J-152, Onslow County Registry.
ARTICLE 11
Bzzol : No lot or lots shall be put to any use other than for residential, purposes,
except that any lot which is owned by Declarant may be used by the Declarant for a street or
roadway.
AIt nCLE III
LAND USE AND RMUM-=, No building shall be used except for residential
purpms. No structure shall be erected, placed, altered, or permitted to remain on any such lot
other than Single family dwelling not to exceed two and one-half stories in height, a private
garage which may contain living quarters for occupancy by domestic servants of the lot occupant
only, and such other outbuildings as may be reastluably appurtenant to the dwelling, provided
that the same are constructed in line with general architectural design and construction standards
used as the dwelling itself, This covenant shall not be construed as prohibiting the use of a new
single family dwelling as a model home for sales purposes.
ARTICLE IV
2TELL1ING : The ground floor Lrea of the train strracture.
exclusive of one-story porches and garages, shall be not less than 1,650 square feet for a lot
abutting w Queens Creek and 1.300 square fact for all other lots,

09/21/2006 07:35 FAX [phone]
YOUNG13L00DCONST la 011/014
BOOK 1 3 7 4 PaGc 2 7
ARTICLE V
'A p& Q . No building shall be located on any corner lot nearer to the
front line or any side street line than as shown on the recorded plat. No building shall be
located with respect to interior side lot lines so as to be nearer than g feet to either such line.
'No dwelling shall be located on any interiorlot nearer to the front lot line than as shown on the
recorded plat nor nearer than 10 feet to the rear lot line, and no garage or other permitted access
or building shall be located itrarer than 10 feat to the rear lot line. For the Dutvoscs of this
covenanL eaves, and steps shall not bC considered as part of a building provided, however, this
shall not be construed to permit any portion of a building on a lot to encroach upon another lot•
An error of not more than 10 percent in the location of a building on the lot with respect to the
minimum set back lines shall not be considered a violation of this covenant.
ARTICLE VI
t+ff3JwNQ&: No noxious offensive activity shall b4 carried on upon any lot nor shall
anything be done thereon which may be or may becomt an annoyance or nuisance to the
neighborhood.
ARTICLE VII
Easements for installation and maintenance of utilities and drainage
facilities are reserved as shown on the recorded plat and over the front ten feet of each lot_
Within these easements, no struCture, planting or other materials shall be Placed or Permitted
to remain which may damage or interfere with the installation and maintenance of utilities. or
which may obstruct or retard the flow of writer through drainage channels in the easements. The
easement area of each lot and all improvCments in it shall he maintained continuously by the
owner of the lot, except for those improvements for which a publiC authority or utility company
is responsible. + 1'
The Declarant reserves for itself, its successors and assigns, an easement and right at any
time in the future to grant a right of way under, over and along the side, rear and front property
lines of each and every lot in the subdivision described herein, for the installation and
maintenance of poles, lines, conduits, pipes, and other equipment necessary to or useful for
furnishing electric power, gas, telephone service, drainage or other utilities including water and
sewer services.
ARTICLE V111
T • No animals, livestock or poultry of any kind shall be
raised, bred .or kept on any lot, except that dogs, cats or other household pets may be kept
provided that they are not kept, bred or maintained for commercial purposes. Any and all Pets
shall not be allowed on the premises unless same are under the direct control of the owner at
all times and are Clot creating a nuisance to the Other owners within the property,
ARTICLE. IX
IN • No dwelling or other building shall be
pULDfaerected upon any lot unless the plans and specification thereof meet or exceed the requirements
of ,Minimurn property standards for. one and two living units". (FHA. No, 300), Federal
Housing Administration,
ARTICLE X
F�`�T O OF )h rtC1ES- No fences over four (4) feet in bright shall be erected
forward of the rear of the primary residential structure to be built on any lot. That portion of
a residence fronting on the roadway shall be deemed the front of a dwelling for purposes of this
restriction. No fences shall be allowed on any lot adjacent to Queens Creek without the prior
written approval of Declarant.

09/21/2006 07:35 FAX [phone] YOUNGBLOODCONST
Q 012/0
sozx 11372 Ina
ARTICLE XI
No lot shall be used or maintained as a
dumping ground for rubbish. Trash, garbage or alter waste shall ootbe kept except in sanitary
containers. All intdnerators or other equipment for the storage or disposal of such masereal shall
be keuc in a clean and sanitary condition_
AItTICLE XII
C1GHT p=&,,NCM 6TprrE,$.4;=MMS: No fences, wall, hedge or shrub planting
which obstructs sight lines at elevations between 2 and 6 feet above the roadways shall be placed
or permitted to remain on any corner lot within the triangular area formed by the street property
lines and a line connecting them at points 25 feet from the intersection of the street lines, or in
The case of a rounded property corner, from the intersection of the street property lines extended,
The same sight line limitations shall apply upon any lot within 10 feet from the intersection of
a street property line with the edge of a driveway or alley paXeenent. No tree shall be permitted
to remain within such distance of such intersection unless the foliage line is maintained at
sufficient height to prevent obstruction of such sight litter.
ARTICLE XIII
TFM ,OgARY STRU TURE& No structure of a temporary character, trailer,
basement, tent, shack, garage, barn or other outbuilding temporarily or permanently. No trailer,
mobile home, camper or line vehicle shall be parked on any lot at any time for any purpose nor
shall any vehicle be allowed to remain on any lot at any time for any purposes unless it is parked
behind the lot at any time for any purposes unless it is parked behind Elie inain dwelling structure
or placed inside the carport or garage.
ARTICLE XIV
D$dINAQEL All driveways shall have drainage tile in the street ditches installed and
sized in accordance with the N.C. State Highway recommendations.
ARTICLE 7iV
T. besee Covenants are to run with the land and shall be binding on all parties and
all persons claiming under them for a period of twenty-five (25) years from the date these
t..avenants are recorded, after which such time such Covenants shall be automatically extended
for successive periods of ten (10) years unless ar instrument signed by a majority of the Then
owners of the lots has been mcorded, agreeing to change said Covenants in whole or in part with
the exeeotion of Article XX.
ARTICILE XVI
1lr MRCEM-ELNTe Enforcement shall be by proceedings at law or in equity against any
person or person violating or attempting to violate any covenant, either to restrain violations or
to recover damages.
ARTICLE WII
MMMICAIM These restrictions are subject to being altered, modified, cancet
or changed at any time as to said subdivision as a whole or as to any subdivided lot or p:
thereof by written document executed by the Declarant or its successors in title and by the own
of not less than sixty percent (60%) of the subdivided lots or parts of said subdivision to
which these restrictions apply, and recorded in the OM4 of the Register of Deeds of Onslow
County, North Carolina. If the Deciatsat owns sixty (60%) percent or more of the subdivided
lots, the; I)Mlasant may alter or amend these covenants without consent of anyone.

06i21/2006 07:36 FAX [phone] YOUNGBLOODCONST
�OqK 1 3 7 4 PAGE
• ARTICLE XVJU
0013/014
�WUR" !CITY: InvaAdation of any one Of these covenants by judgment or Court
O.rdeT' shall in na way affect any of the other provisions which shall remain in full force and
effect.
ARTICLE XIX
No more than '2 :500 square feet to any lot shall be
covergd by stnicrurey, {;"elusive of rights of way, and/or paved surfacer, including w�kways or
Patios of brick, stone, slate or similar materials. This covenant is intended to insure continued
compliance with storm water runoff rules by the State of North Carolina and therefore benefits
may be enforced by the State of North Carolina,
ARTICLE XX
No building, fence, wall or other structura'shall be commenced, etectxd or
naaintaincxf upon the !+ropertj�, nor shall any exterior addition tc, or change or alteration therein
be made until the Plans and specifications showing the nature, kind, shape, freight, materials,
and location of the Santa: shall have been submitted to find approved in writing as to harmony
of external design and location in relation to surrounding structures and topography by the Board
Of ,Directors or the Association, or by an argitectural committee composed of three (3) or more
representatives apl,oinfed by the )lard_ In the event said Board, or its designated committee,
fails to approve or disapprove such design and location within thirty (30) days after such plans
and specifications have been submitted to it, approval will not be required and this Article will
l'e dw.+ned to have ben fully complied wirh.
.4i01- Signs cannot be placed on the property without the prior written consent of the
archiwmurai control Cotnlllittee. However, this provision shalt in no waybe interpreted
preventing the .Dou!ar-0nt or its sttcce erpreted to
ssors or assigns from placing "for sale" signs, ",for rent"
signs, o other .such signs not exueoding I8 inches x 24 inches in diameter. This ptiavision will
not 1)e applicable to the Declarant as it is allowed until such time as all tots within the
subdivision are sold to place such "!ttformt+tion" signs, "for, .salt " signs and other signs as it
d=ms in its sole discretion as required.
vD CLEAN lire DEP[)�I�r: That the architectural control committoc shall
have the, right to require a deposit from any builder at the time of the plans being approved
by
the amh'tecrural control committee of up to $500,00 per lot with a maximtun amouof
gI,500.00 per builder. This fee shall be a deposit to ensure that damage does not incur to the
Sums and comnlon areas during construction and to insure all debris is removed on any lot and
upon completion of the construction and upon the issuance of a "Certificate of Occupancy° for
the property, the money shall be refunded as long as no visibto damage is done to the street and
common areas that is directly contriburable to the construction of the home or the delivery of
materials to the constmcron site and all debris is removed from the site,
IN WITNESS WmEREOF, Kingsbridge It have caused this Instrument to be signed in
its corporate name by its duly authorized officers and its seat to be hereunto affixed by authority
Of its Board of Directors, as of the day and year first above written.
ROBERT F. YOUNGBLOOD CONSTRUCTION COMPANY
a North Carolina corporation
R rt F, ou • bt P nt (Seal?.
'T:
•7
] tee Younghl a

09/21/2006 07:36 FAX [phone] YOUNGBLOODCONST
eooK 1374PAGE 30
STATE OF NORTH CAROLINA
COUNTY OF ONSLOW
1. a Nawy Public of the County and State aforesaid, certify that Jeanette. A.
Youngblood, personally came before me this day and acknowledged that she is Secretary of
ROBERT F. YO sJNGBLOOD CONSTRUCTION COMPANY, a North Carolina Corporation,
and that by authority duly given and as the act of the corporation, the foregoing instrument was
signed in its name by its President., waLed with its corporate seal and attested by her as its
secretary.
WPrNESS my hand and official seal, this 4th day of Juln'Ie, 1997.
W�Ak
I Notary Public
_+ t •
p•Co � 'ion expires 01117/2000
NOlil=CANUM.aftowCouMY Lucinda K. Rove
Trto4f a.rdt+e.wtlof
NaW7Wj PuUk 6 pea) tartid-d to be .wnat, iblo buttymr,at wr prtt"utad for nr6b.vatioa and nrcnlad In ON etlloa In
skok - 1 17 a P. �Ji— Thim �T,l�� day or — i Un e,
t .N 1 o'cicvk A. 14 --_�
By - --
Q 014/014

NORTH CAROLINA DEPARTMENT OF NATURAL
nCC^r Inl VV a
To:
From:
Remarks: &COWW. L;.�,rS "
w CAA.
❑ Note and file
Note and return to me
❑ Note and see me about this
❑ For your approve;
❑ Per our conversation
❑ Per your request
AV
s
ACTION
❑ Note, initial and forward
❑ Your comments, please
❑ For your information
❑ Prepare reply for my signature
❑ Prepare information for me to reply
❑ Please answer, with copy to me
M To be filed

MAY 14 1985
11�L�VltNGTON REGIONAL OFFICE
DIVISION OF ENVIRONME_M TAZ MANAGEMENT,
DEM
Water Quality Section
May 8, 1985
MEMORANDUM
TO: John Parker
FROM: Dennis Ramsey dAA
SUBJECT: Application for CAMA Permit
Queens Creek Associates
Queens Creek-Kingsbridge Subdivision
Onslow County
We have reviewed the Subject application for permit and offer the fol-
lowing comments:
1. The project as proposed will not require a 401 Certifi-
cation.
2. Without diversion, treatment, or containment of storm -
waters based upon information available at this time,
violations of water quality standards will be expected
to occur. This expectation increases as.impervious
area increases above 10% effective impervious area.
bm
cc: r�F eston Howard
Bill Mills

State of North Carolina
Department of Natural Resources and Community Development
Division of Coastal Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
S. Thomas Rhodes, Secretary
May 9, 1985
mrmnDamniim
TO: Bill Mills
Division of Environmental Management
FROM: John Park
SUBJECT: Application for Queens Creek Associates
David W. Owens
Director
Attached, please find additional information provided by the applicant
on stormwater management. I have not forwarded this material to your
Wilmington office, thinking that you may wish to cover that area. Should
you require additional information, do not hesitate to contact me.
JP/aw
Attachment R E C E I V E D
:'.'ATE'! 'Q� ; -1171f 0ECTION
a I' ONS BRANCH
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Queens Creek Associa
3 Emerald Drive
Morehead City, North Carolina 28557
May 3, 1985
rrr
Division of Marine Fisheries
Department of Natural Resources
P. 0. Box 769
Morehead City, North Carolina
Attention: Mr. Jim Mercer
and Community Development'
28557
RE: Kingsbridge on Queens Creek
Dear Mr. Mercer,
MAY R 19A5
COASTAL REWuKCL:. COW&
Enclosed are three copies of the road layout for phase I as submitted to D.O.T.,
including drainage calculations for the piping and ponds. These calculations are
based on a 20 minute intensity of 5.8 inches, in accordance with recommended
design criteria. The original design was based on providing storage capacity for
the specified intensity period. Storage capacity can be increased by either
increasing the size of the ponds or increasing the depth from the normal outflow
pipe to the emergency overflow. As a further precaution, we intended to provide
the rip rap area to reduce runoff velocity to an acceptable level in case of an
emergency overflow. As D.O.T. requires that cross drainage be designed for a
25 year storm, this was the basis for sizing these pipes. The 361, overflow pipe
from the ponds is capable of handling a 100 year storm.
Our purpose for going to the extra time and expense of proposing these ponds
was to provide for flood protection for Queens Creek. This was and still is a
major concern of ours in completing the subdivision. We have, however, been in-
formed by the Corps of Engineers that fill may not be installed in the areas
currently designated for the ponds. This eliminates the installation of an
earthen dam. Moving the ponds to any other location would defeat the purpose
of providing flood protection. It may be possible to excavate the ponds by
following the existing 11 foot to 12 foot contour and using the existing earth
to contain the water; however, further study needs to be made to confirm this.
Also.enclosed are 3 copies of the purposed lot layout for Phase I. The
actual lot diminsions are subject to Onslow County Health Department approval
with regards to septic tank system suitability. The minimum lot size for the
entire subdivision will not be less than 15,000 square feet in accordance with
Onslow County requirements.
We have also enclosed a copy of the letter of approval for erosion and
sedimentation control, a copy of the preliminary approval from the Onslow County
Planning Board, and a copy of the letter confirming the availability of water
to the project. In addition., we have verbal appr-eval from D.O.T. on the road
System and approval from the county on the water system.

Department of Natural Resources and Community Development page 2
Also enclosed is a copy of the recorded survey for the entire property. To use
8k x 11 paper for the submittals, the 1" = 400' scales was reduced so that your
copies are at a scale of 1" = 615.41. As -stated previously, our intention was to
hand - clear the underbrush and small growth in the community areas so as to
provide. .a nature area, with the exception of the parking areas at each boat
ramp. We understand that gravel is a more acceptable surface for parking and
this would be the surface we would propose to use.
As soon as practical, we will stake community areas #1 and #2 for your review
and that of other interested parties. If you need additional information or have
any other questions, please advise.
Yours truly,
William P. Grant
WPG/mbc
Enclosures

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1

State of North Carolina
Department of Natural Resources and Community Development
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor S. Thomas Rhodes, Secretary
March 1, 1985
Sun -Surf Properties
Attention: Mr. William Grant
3103 Emerald Drive
Morehead City, North Carolina., 28557
Dear Mr. Grant:
This office has reviewed the erosion and sedimentation control plan submitted
for the project as listed below. We find the plan to be acceptable and hereby
issue this letter of approval.
Please be advised that NCAC Title 15 4B .0017(A) requires that a copy of the
approved soil erosion control plan be on file at the job site, and that
inspections over the life of the project will be -made to insure compliance
with the approved plan.
The State's Sedimentation Pollution Control program is a performance oriented
program requiring protection of the natural resources and adjoining properties.
If following commencement of this project, it is determined that the plan is
inadequate to meet the requirements of G.S. 113A 51-66, this office may require
revisions in the plan and its implementation so as to comply with the State law.
In. recognizing the desireability of early coordination of sedimentation control,
we believe that it would be beneficial if a pre -construction conference can be
arranged to discuss the approved erosion and sedimentation control plan for the
project. It would be appreciated if you would contact this office and let us
know the date of construction start-up and date of the pre -construction conference.
i lilcerely, r
iGe aId J. &KY�ay
Regional Engineer i
Land Quality Slsction
Wilmington Field Office
GJK/cfl
PROJECT NAME: Queens Creek Subdivision
LOCATION: Off S. R. 1526 - Onslow County
PERSON RESPONSIBLE: Queens Creek Associates
DATE APPROVED: March 1, 1985
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

ONSLOW
COUNTY
OFFICEOFTHE
UTILITIES DIRECTOR
April 15, 1985
P.O. sox 1415
222GEORGETOWN RD,
•JACKSONVILLE, N.C. 28540
TELEPHONE [phone]
d
RE: WATER SERVICE for property located at : Kingsbridge•on Queens Creek
Subdivision
State Road 1576
Onslow County, Hubert, NC
To Whom It May Concern:
The Onslow County Water Department supplies water ser,Tice to the
above stated location.
It _we can be of further service, please feel free to cc ,.tact this
office.
Sincerely,
Bennie J . Tipp
Utilities Director

D'N-SLOW
Graham K. Eubank
Mice of the
`lanning Department
COUNTY
April 5, 1985
Mr. John Sandlin
Sun -Surf Properties
Emerald Isle, NC
Dear Mr. Sandlin:
County Office Building
39 Tallman Street
Jacksonville, NC 28540
Telephone [phone]
At their meeting on April 4, 1985 the Onslow County Planning
Board gave Preliminary approval to Kingsbridge on Queens Creek
Phase I. You may now proceed toward FinAl plat approval.
Sinc/enE.
rel
'Step DaVort
Planning Director
SED : srf

DIVISION OF ENVIRONMENTAL MANAGEMENT
May 1, 1985
MF.MnR AwnTTM
To: Bill Mills
Permits and Engineering
Original Signed By
From: A. Preston Howard, Jr., Regional Engineer A•PRESTON HOWARD,jR.
Wilmington Regional Office
Thru • Charles Wakild Re ORIGINAL SIGNED ON
Supervisor CNARLES WANtLD
Wilmington Regional Office
Subject: Regional Office Review & Recommendations
Application for Permit for Excavation and/or Fill
Queens Creek Associates
Queens Creek-Kingsbridge Subdivision
Onslow County
The applicant proposes to develop a-180 acre tract of land by
constructing 300, 15,000 sq. ft. lots for single family dwellings.
4 "community" areas are also planned, which include picnic areas; nature
trails, boat ramps and piers, adjacent to Queens Creek, classified SA.
The project has been reviewed to determine impacts on water quality.
The following comments are offered:
1. The project will not require 401 certification.
2. Stormwater is to be directed to storm water retention
ponds.with overflow. Information available today indicates
that violations of fecal coliform standards will be expected
as a result of the proposed project since stormwater from the
ponds will discharge into waters classified SA.
3. A 30 foot undisturbed natural buffer does not exist between
the paved parking areas and the mean high water contour.
APH/MFW/sf
cc: Division of Coastal Management - Jim Mercer
Wilmington Regional Office
Central Files

North Carolina Department of Natural
Resources &community Development
;i p[*3dVkk) SBCUXXX J % WkXxx
April 22, .1985
Mr. Robert Helms, Director
Division of Environmental Management
Raleigh, North Carolina 27611
Dear Mr. Helms:
The attached copy of an application submitted by:
Queens Creek Associates
Applicant's Name
Queens Creek
Location of Project
County
Onslow
OFFICE OF
COASTAL MANAGEMENT
David W. Owens
Director
Telephone [phone]
for a State permit to perform excavation and/or fill
work in coastal North Carolina and for a CAMA major
development permit...
X
for a CAMA major development permit (only) ...
..*
is being circulated to State and Federal agencies having jurisdiction
over the subject matter which might be affected by the project.
Please indicate on the reverse side of this form your viewpoint on
the proposed work and return it to me not later than
May 7, 1985
JRP:ap:483
Sincerely,
Jo Parker Jr. Chi
Major Permits Processing Section
P. O. Box 27687 Raleigh, N. C. 27611-7687
An Equal Opportunity Affirmative Action Employer

(A) This agency interposes no objection to the proposed work. ,
(B) Dredge and/or Fill. This agency objects to the project
as proposed. The objection is based upon findings which
lead to the conclusion that there will be one or more
adverse effects as covered in G. S. 113-229 (e) 1-5.
(e) (1) ...that there will be significant
adverse effect of the proposed
dredging and filling on the use
of the water by the public;
(e) (2) ...that there will be significant
adverse effect on the value and
enjoyment of the property of any
riparian owners;
(e) (3) ...that there will be significant
adverse effect on public health,
safety, and welfare;
(e) (4) ...that there will be significant
adverse effect on the conservation
of public and private water
supplies;
_ (e) (5) that there will be significant
adverse effect on wildlife or
fresh water, estuarine or marine
fisheries;
(C) CAMA Major Development. This agency objects to the
project as proposed. The objection is based upon
findings which lead to the conclusion that a violation
would occur as covered in G.S. 113A-120 and/or 15
NCAC 7I. The following reference indicates the
specific citation by which objections have been
made.
(D) Agency findings relating to item(s) A and/or B
and/or C are hereby detailed.
(E) Comments are submitted that do not directly relate
to item B and/or C but are relevant to the public
interest. (These comments will be forwarded by the
Department of Natural Resources and Community Development
to appropriate State or Federal agencies).
signed
date

Lat. 34 42 05N
OFFICE OF COASTAL MANAGEMENT Long, 77 11 33W
FIELD INVESTIGATION REPORT
I. Applicant's name Queens Creek Associates , (Kingsbridge Subdiv )
2. Location of'project site Queens Crk: above SR 1509 Bridge at the end of SR1576,
Onslow County (No Pnoto coverage
3. Investigation type:. Dredge & Fill, CAMA X only
4. Investigative procedure: (A) Dates of site v Q;r 1.0-30-84 Apr. 185
(B) Was applicant present yes
5. Processing procedure:. Application received 27 19$51� Office Morehead City
6. Site description: (A) Focal Land Use Plan Onslow County
Land classification from LUP
Development constraints identified in LUP
St-1- CAM MMAH W GeQ+-J QZ3
(B) AEC(s) involved: Ocean Hazard Estuarine shoreline X
Coastal wetlands Public trust waters X
Estuarine waters— Other
(C) Water dependent: Yes X No Other
(D) Intended use: Public Private X Commercial
(E) Type of waste water treatment: Existing
Planned individual se tic system00
(E) Type of structures: Existing. 180 ac undeveloped
Planned 300 lot subdiv. with boat piers and ramp W1 INGTON REGIONAL OFFICE
(G) Estimated annual rate of erosion 0-2 Source Personal vation
7. Habitat description:
AREA
(A) Vegetated wetlands: Dredged Filled Other
W
Giant reedgrass pier Shadow
Black needlerush 2.94 sq.ft.
(B) Non -vegetated wetlands:
Creek bottom and ramp 300sq.ft.
(C) Other:
highground parking lots 14,400 sq.ft.
surf -ace water footprint ,piers) 3,640 sq.ft.
(D) Total area disturbed: App. 6,880 sq.ft. modification
Project summary The applicant proposes to develop a 300 lot subdiv, with 4 dii
ferent access points to Queens Creek; five wooden piers and 2 concrete
oat ramps are also proposed.for construction. Other associated development
includes parking lots and pond excavation.

9. Narrat:ive description
Queens Creek. Associates are proposing to develop a 300-lot subdi-
vision to be known as "Kingsbridge" along the upper reaches of
Queer's Creek in Onslow County, This 180 acre tract of land is lo-
cated on the western shore above the Queens Creek Bridge, SR 1509
at the end of SR 1576. The property is dominated by pine trees,
but is interspersed with numerous oak covered sand ridges. The
_ topography of the property varies from extensive marshlands along
the creek to elevations of 25-40' above MSL. In those areas of
wetlands vegetation salt marsh (Spartina alt-erriiflora) traditionally
occupies'a narrow intertidal fringe closest to the creek, while broad
bands of giant cordgrass (Spartina_cynosuroides) and black needle -
rush (Juncus roemerianus) occupy a majority of those areas between
the high ground and the creek.
The applicant owns about 1 1/2 miles of shoreline property at a
point where Queens Creek starts to narrow in width and begins to
meander toward the headwaters. Also in contrast to the lower
reaches of Queens Creek, the water depths average 6' deep near -the
shoreline, with 12"and 14' of water along the center of the creek
channel. Resource information on Queens Creek indicates that the
creek is a primary nursery area as designated by the DMF. In addi-
tion, the surface.wLters of Queens Creek are classified by the Div..
of Health Services as SA.. Although these waters are highly produc-
tive in terms of finfish, shrimp, and oysters, the waters above the
Queens Creek bridge are closed to shellf ishing due to unacceptable
levels of fecal -colirorm pollution which seem to extend to the
Cr6ek's headwaters near Hwy. 24 and NC 172.
As the project plans show, the applicant proposes to develop four
different community access points to the estuarine waters of Queens
Creek. The development activities at each site can be outlined as
follows:
ComM nitY Access Site 'No 1 - An open pile wooden pier will be con-
structed approximately 150' long across the marsh area, and 70' into
the creek. The pier will terminate with a "T" head platform.mea-
suring 10' wide by 50' long and the water depths at the end of the
pier will approximate -6' MLW. According to the work plat drawings,
the developers are prepared to maintain a 75' wide natural buffer
zone between the landward.side of the marsh and any development on
the high ground property. However, about 30' landward of the buffer
zone and the estuarine shoreline AEC the applicant proposes to de-
velop a marl parking lot for visitors to the community access site.
In addition, a retention pond of approximately one acre in size will
be excavated in the upper end of a natural drainage way. The purpose
of the pond is to collect and control stormwater runoff. A discharge
pipe an riprap spy lway i e p re ace potential sedimen a ion
an erosion from en Bring the adjacent waterways of Queens Creek.

Community Access :Sites '2 and 3 - These two sites are very similar in
their environmental setting and their design proposal..The applicant
proposes to construct at each site a concrete boat ramp measuring 15'
wide by 20' long. No coastal wetlands are involved at either of these
ramp sites, and little alteration will be required to install the con-
crete ramps. An open pile pier--is..proposed for both locations, extend-
ing 20' into the creek with a 500 sq_fte "L platform. in each: case
the opposite shoreline is some 120' away so that public navigation.
will not be affected. The dey-eloAers also propose to maintain a 20'
wide buffer zone between-the's ed e r dots:
ng o e slope information provided on the work plat drawings,
all runoff will either enter the natural drainway or a new one-half
acre retention pond that will be situated some 90-125' back from the
whur-e-Line.
Community -Access Site No.*A - Here again the developer proposes to
maintain a 75' wide natural.buffer zone between the landward side of
the marsh and'a small asphalt parking lot on the highground property.
Residents within the community will be able to gain access to Queens
Creek at this location by using one of two lengthy wooden piers that
will traverse an extensive marsh. The downstream pier will measure
250' long by 6' wide, and will terminate some 50' into the creek with
a 500' sq.ft. "T" platform. The upstream pier will be positioned a
minimum of 20' away from the adjacent riparian property shown as "the
Qahce property." This pier will measure 240' long and will incorporate
a 500 sq.ft. "L" platform. Neither pier will occupy more than 1/3
the width of Queens Creek channel.
General 'Information - The work plat Sheet No. 1 of 5 provides a good
layout of the proposed subdivision in relation to Queens Creek. The
developers are proposing to locate some 300, 15,000 sq.ft. lots on
this tract of land. The project will be serviced by paved streets
which will meet DOT's specifications and by Onslow County's water sys-
tem which will extend throughout the subdivision. Individual lot
owners will be responsible, however, for obtaining separate septic
tank permits as the development grows.. The LUP for Onslow County was
recently amended to accommodate this type of residential growth from
what was a "rural" area to one of "transition" classification.
10. Anticipated impacts
The developers have expressed a concern, through their design proposal,
to control stormwater and upland runoff by incorporating retention
ponds along natural drainage alignments, and by creating a very low
percentage of impervious surface areas near the shoreline. This sug-
gests that long term impacts on water quality and fishery resources
in Queens Creek will not be significantly affected.
Submitted by James L. Mercer Date April 22, 1985'

f.,
mil,—�ln�-��✓
PERMIT TO EXCAVATE ANDIOR FILL
APPLICATION
FOR
URGi ��t i
WATER QUALITY CERTIFICATION.....
EASEMENT iN LANDS COVERED Sir WATER CAMA PERMIT FOR IMAM DEVELOP'k*-N>� .
Dopartitnrit of Adminbuatton• State of Norttt Carolho Doparteant of 6o Amy
(GS 14&12) Depwtmont of Natural Rewurut mW Community Dmkoment Cor" df Eng mw%.WWnbow Dkble!
(GS 113.1111, 143-213.3(a)(11, 143-215.3(a), 113A•113 (33 CFR "g.m3")
Plsase type or print and fill in all blanks. If information is not applicable, so indicate by piacirtj NIA in bin*.
1. Applicant Information
A. Name QUEENS CREEK ASSOCIATES -
Last First Middle �/
B. Address. 3103 EMERALD DRIVE 2T 7daRP
Street, P. O. Box or Route
MOREHEAD CITY,NC 2F557 354-2958
City or Town Slate — Zip Code Phone
11. Location of Proposed Pro'ectWEST OF SWANSBORO
. �40 �2 33 u�/ n N
A. County ONSLOid ��
J° //`
B. 1. City, town, community or landmark XX��
2. 1s proposed work within city limits? Yes No
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
QUEENS CREEK
Ili. Dhsuiption of Project
A. 1. Maintenance of existing project 2. New work
X
e. Purpose of excavation or fill
1. Access channel length width
depth
2. &QilitXiii P1 r,RS length - width
depth SEE PLAN
3. Fill area PARKI14G length width 60
depth +5 r M11W
BOAT RAMP 20' 15
4. Other length width
— t MLW
depth
C. 1. Bulkhead length NA Average distance waterward of MHW (shoreline)
2. Type of bulkhead construction (material) NA
D. Excavated material (total for project)
1. Cubic yards 2. Type of material
E. Fitt material to be placed below MHW (see also VI A)
1. Cubic yards. 4 2. Type of material
CONCRETE
IV. Land Type, Disposal Area, and Construction Equipment:
A. Does the area tube txcavated include any marshland, swamps or other wetland? Yes No X
B. Does the disposal area include Any marshland, swamps or other wetland? Yes No X
C. Disposal Area NA
1.. Location
2. Do you claim title In disposal area?
D. Fill material soiuiee if fill is to be trucked in NA
E. How will excavated material be entrapped and erosion conlrolled'i
F. Type of equipment la be used AS REQUIRED
G. Will marshland he crossed in transporting equipment to protect site? If yes, explain NO

V. Iteteabd the of rrejert Armor (Dwaftl
A. 1. Private COMMUNITY BOAT IWIPS AND PIERS FOR USE BY 1,01.0LMER13
2.. Conwnercisl
3. Nouprrsen singDevectarin�lt Lr11�1 APPROXIMATEL77_Y 300 LOT SUBDIVISION
4. Other
AREA TO BE MAINTAINED BY HOMEOWNERS ASSOCIATION.
ft. 1 Lu;sixe(s) RAMP SITE IS 2401x230'.` OTHER SUBDIVISION LOTS. 15,000+so FT. FACH
3. Elevation of lot(s) above mean high water 0.0 to 15.0
.3. Soll type and texture SANDY
4. Type of building facilities or structures NA
S. Sewage disposal and/or waste water treatment A. Existirtg� Planned YES
8 Describe, J,NDIVIDUAL SEPTIC SYSTEMS
6. Land Classification (circle ane) DEVELOPED TRANSi f ION-M- COMMUNITY RURAL
CCONSERVATIUI OTHER (SeeCAMA Local Land Use PlanSynolnb)
VI. Paulning to Fill and !Water Quality:
A. Does the proposed project involve tht placement of fill rrnateriAis below rneen !11gh water? Yet---No� X
8. 1. Will any runoff or discharge enter adjacent waters -as a result of project activity or planned use of the
area following proiect completion? Yes X No_.�
2. Type of discharge RAIN WATER RUNOFF
3. Location of discharge SEE WORK PLAT SETTLEMENT BASIN
VN. 1'V101i tt rate of shoreline erosion.(If known): UNKNOWN]
VIH. 1.1%permit numbers and issue dates of previous Deparlment of Army Corps of Enjginee- or State permits for
WWII In project area, if applicable: NONE
UL LOV* of terse required to complete project: 60 DAYS
ii. Ist addition to the completed application form, the following Iterm must be pray
lded:
A. Attach a copy of the dead (with State application only) or other instrument under which applicant
ted claims title to the affecproperty. OR If applicant"is not claiming to be the owner of said property,
then forward a copy of the deed or other Instrument under which the owner claim► title plus written
permission from the owner to .carry out the project on his land.
S. Attach an accurate work plat drawn to scale on gy, X 11" white paper (see instruction booklet for
details). Note: Original drawings preferred • only high quality copies Accepted.
C, A copy of thr applrcation and plat must be served upon adjacent riparian landowners by tejgistered or
certified mail or by publication (G.S. 113.229 (d))Enter date served - , 1985
O. List names and complete addresses of the riparian landowners with property adjoining applicant's.
uch owners have 30 days in which to submit comments to agencies listed below.
1 VANCE PROPERTIES , 130 HOLLY LANE, MOREHEAD CITY, NC 28557
11. A. DISKIN, RT. 1 BOX .1 1E-- i, HUBERT, NC 29539
XI. Certification requirement. I certify that to,the best of my knowledge, the proposed activity complies
with the State of North Carolinas approved coastal management program and will be conducted in a
manner consistent with such program.
XII. Any permit issued pursuant to this application will allow only the development described in this appli
cation and plat. Applicants should therefore describe in the application and plat all anticipated devel-
opment activities, including construction, excavation, filling, and land clearing. (\
IDATE 3 Ida N Y
Applicant's Signature
1) SEE REVERSE SIDE FOR MAILING MISTRU�CTIONS

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09/21/2006 07:34 FAX [phone] YOUNGBLOODCONST
W.
�O�A 11006/014
ser, Jr -
Prepared by: LANIER & FOUNTAIN/Imr
114 Old Bridge Street
Jacksonville, NC 28540 1995
STATE OF NORTH 'CAROLINA
C^1-rTFI 'Y OF ONSLOW
BOOK 1274PAGE 438
NOY 22 FM 2 i n
DECLARATION OF`RFSTRICTIVT
COVENANTS FOR E NGSBR1DGE U
THIS DECLARATION OF RESTRICTIVE AND PROTECTIVE COVENANTS, made
this the 21. day of November. 1995. by Robert F. Youngblood Con tructida Company, a
North Carolina corporation, hmeinafter caUed "Declarant".
WITNESSETH:
THAT WHEREAS, the Declarant is the owner of the Real Property described in Article
I of this Declaration and is desirous of subjecting said real property to the protective covenants.
hetdnafter set forth, each and all of which is and ate for the benefit of such ptoperty and for
each owner thereof, and shall inure to the benefit of and pass and tun with said property,"and
each and every lot or parcel thereof, and shall apply to and bind the successors b interest and
any owner thereof.
NOW. THEREFORE, the Declarant hereby declares that the real property in and referred
to in Article I hereof is and shall be held, transferred, sold and conveyed subject to the
protective covenants set forth below:
ARTICLE r
SUB=T PROPERTY: The real property which is, and shall be held, transferred, sold
and conveyed subject to the protective covenants set forth in the Articles of this Declat$tiop is
located in the County of Onslow, State of North Carolina, and is more particularly described as
follows:
BEING all of the numbered lots as shown on plat entitled "FINAL'PLAT SURVEY FOR
KINGSBRIDGE 11, SECTION 2, SWANSBORO TOWNSHIP,-ONSLOW COUNTY; N.C."
prepared by Pate Phillips and Associates, Inc., and recorded in Map Book 32, Pee 203, Slide
I-191, Onslow County Registry.
ARTICLE II
l MMES: No lot or lots Shall be put to any use other than for residential purposes,
except that any lot which is owned by Declarant may be used by the Declarant fora street of
roadway,
ARTICLE III
LAM LM£ AND RUHMI NG TYPE! No building shall be used except for residential
purposes. No structure shall be erected, placed, altered, or permitted to remain on any such lot
other than Single family dwelling not to exceed two and one-half stories in height, a private
garage which may cousin living quarters for occupancy by domestic servants of the lot occupant
only, and such other outbuildings as may be reasonably appurtenant to the dwelling, provided
that the same arc constructed in line with general architectural design and construction standards
used as the dwelling itself. This covenant shall not be construed as prohibiting the use of a new
single family dwelling as a model home for sales purpowA..
ARTICLE V
DWELLING OUAILII'Y AND SIZE: The ground floor area of the main structure,
exclusive of one-story porches and garages, shall be not less than 1,650 square feet for a iQt
abutting to Queens Creek and 1,300 square feet For all other lots.

09/21/2006 07:34 FAX [phone]
- neibyl1597 15:57 910--455-9293
YOUNGBLOODCONST
LANIER & FOUNTAIN •PAGE;Z"82
Bon 12 7 4 PAGE 439
ARTICLE VI
• No building shall be located on any corner lot nearer to the
front line or any side street line than as shown on the recorded plat. No building shall be
located with respect to interior side lot lines so as to be nearer than S feet to either such line,
No dwellir%& sbAll be located on airy interior lot lkwmef no the front lot line than as shown on the
recorded plat nor nearer than 10 feet to the tear lot line, and no garage or other permitted access
or building shall be located nearer than 10 feet to the real lot line. For the purposes' of. this
covenant, eaves, and steps shall not be considered as part of a building provided, however, that
this shall not be construed to permit any portion of a building on a lot to encroach upon another
lot. An error of not more than 10 percent in the location of a building on the lot with. respect.
to the minimum set back lines shall not be considered a violation of this covenant.
11fMANCM- No noxious offensive activity shall be carried on upon any lot nor'sliall
anything be done thereon which may be or may become an annoyance or nuisance to the
neighborhood.
ARTICLE Vm
KASEMEMs
se Eaments for installation and maintenance of utilities and drainage
facilities are reserved as shown on the recorded plat and over the front tan feet of each- lor_
Within these easements, no structure, planting or other materials shall be placed or permitted
to retrain which may damage or interfere with the installation and maintenance of.utilitdes,'or
which may obstruct or retard the flow of water through drainage channels in the easements. The
eamment area Of each lot and all improvements in it shall be maintained continuously by the
owner of the lot, except for those improvements for which a public authority or utility company
is responsible.
The t.rrantees reserve for themselves, their successors and assigns, an easement and right
at any time in the future to grant a right of way under, over and' along true side, rear and front
property lines of each and every lot in the subdivision described herein, for the installation and
madntenaoce of poles, lines, conduits, pipes. and other equipment necessary to 4r useful for
furnishing electric power, gas, telephone service, drainage or other utilities including water and
sewer services, .
ARTICLE IX
UVESTOOK M POULTRYz No animals, livestock or poultry of any ldnd shall be
raised, bred or kept on any lot, except that dogs, cars or other household pets may be kept
provided that they are not kept, bred or maintained for commercial purposes. Any and all pets
shall not be allowed on the premises unless same are under the direct control of the owner at
all times and are Cot creating a nuisance to the other owners within the'propimy.
ARTICLE X
• No dwelling or other building shall be
erected upon any lot unless the plans and specification thereof meet or exceed the requirements
Of "minimum property standards for one and two living units". (FHA. No. 300), Federal
Housing Administration.
ARTICLE XI
R !vo fencee over four (4) feet in height shall be erected
forward of the rear of the primary residential structure to be built on any lot. That portion fo
a residence fronting on the roadway shaU be deemed the front of a dwelling for purposes of this
restriction. No fences shall be allowed on any lot adjacent to Queens Creek without the prior
written approval of Declarant.
ARTICLE Xn
lih007/014

09/21/2006 07:34 FAX [phone]
861a3l1997 15.0 910-ufi5-6222
YOUNGBLOODCONST
LANIER & FOUNTAIN
PAL*- W4
008/014
N
840K 127 4 PAGE 440
ARTICLE XII
• No lot shall be used or maintained as a
dumping ground for rubbish. Trash, garbW or other waste shall not be kept except in sanitary
containers, All incinerators or other equipment for the storage or disposal of such material shall,
be kept in a clean and sanitary condition.
ARTICLE XM
- No fences,' wall. hedge or shrub planting
which obstructs sight lines at elevations between 2 and 6 feet above the roadways ribald be placed
or permitted to remain on any corner lot within the triangular area formed by the sheet pmperty,
lines and a line connecting them at points 25 feet from the intersection of the street 11M. 9i
the ease of a rounded property corner, from the intersection of the street pibperty' lities.extendded
The same sight line limitadons shall apply upon any lot within 10 feet froth the
IL street property line with the edge of a driveway or alley pavement. No tree shall be permiEtAO `'
to remain within such distance of such intersection unless the foliage line is maintained at.
sufficient height to prevent obstruction of such sight lines.
ARTICLE XIV
ReRY gTR Tom; No structure of a temporary Character, gaiter, -
basement, WE, shack, garage, barn or other outbuilding temporarily or permanently- No ftiler,
mobile home, camper or line vehicle shall be parked on any lot at any time for any Purpose nor... •'.
shall any vehicle be allowed to remain on any lot at any time for any purposes unless it, is parked?',
behind the lot at any time for arty purposes unless it is panted behind the maia dwelling struettit;y::;
ri. p•,. .4.,'�
;., or placed inside the carport or garage.
ARTICLE XV
M All driveways shall have drainage file in the street ditches installed and
sized in accordance with the N.C. State Highway tecomatendations•
ARTICLE XVI
TUMN These Covenants are to run with the land and shall be binding on all parties and
all persons claiming under them for a period of twenty-five (25) years from the date these
Covenants are recorded, after which such time such Covenants shall be automatically extended
for successive periods of ten (10) years utlless an instrument signed by a'mgjority of the then
owners of the lots has been recorded, agreeing to change said Covenants in Whole.or in part with
the exception of Article XX.
ARTICLE XVII
ENFORCE Gn Enforcement shall be by proceedings at law or in equity against any.
person or person violating or attempting to violate any covenant, either to restrain violations or
to recover damages.
ARTICLE XVff1
• These restrictions are subject to being altered, modified, cancelled
or changed at any time as to said subdivision as a whole or as to any subdivided lot or part
thereof by written document executed by the Declarants or their successor in title and by the
owner of not less than sixty percent (6o%) of the subdivided lots or parts of said subdivision to
which these restrictions apply, and recorded in the Gii ce of the Register of Deeds of Onslow
County, North Carolina. If the Declarants own sixty (60%) percent or more of the subdivided
lots, the Declarants may alter or amend these covenants without consent of anyone.

09/21/2006 07:35 FAX [phone]
;::• 06/0341997 15:57 91B-455-6293
YOUNGBLOODCONST
LANIER & FC1U4TAIN
PAIML na
BOOK 1274PAGE 441
fij 009/014
ARTICLE XIX
SEVERAwL= Invalidation of any one of these covenants by judgment or Court
Order shall in no way affect any of the other provisions which shall remain in full force and
ARTICLE XX
.< .'v n.
STORM WATER NU1ITOFF: No more than 2 jQ0 square feet Wany lot shall be '
covered by awwtures, inclusive of rights of way, and/or paved surfaces, including walkways or
patios of brick, stone, slate or similar materials. This covenant is intended to insure continued
compliance with storm water runoff rules by the State of North Carolina and therefore benefits
may be enforced by the State of North Carolina.
IN WITNESS WHEREOF, Kingsbridge II have caused this instrument ro be signed in
its corporate name by its duly authorized officers and its seal to be hereunto tiffrread by authority
of its Board of Directors, as of The day and year first above written.
r. rip.1''''•,
• r S :lam ;., �•,'•'z` '`
r, t r r ; ;,.••.
ROBERT F. YOUNGBLOOD CONSTRUCTION COMPANY
A North Carolina corporation
STATE OF NORTFI CAROLINA
COUNTY OF ONSLOW
1, a Notary Public of the County and State aforesaid, celtfy -that Jeanette A.
You gblood, personally came before me this day and acknowledged that he is' Secretary of
ROBERT F. YOUNGBIJOOD CONSTRUCTION COMPANY, a North Carolina Corporation,
and that by authority duly given and as the act of the corporation, the foregoing instrument was
signed in its name by its President, sealed with its corporate seal and attested by him as its
Secretary.
WITNESS my hand and official seal, this 22nd day of November, 1995.
„ Notary Public ;
My commission expi[!as ,>::17-2000:
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