SW8980817_Historical File_19990908

State of, North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
,DYvision of .Dater Quality
Mr. Jeffrey Zimmer, President
Zimmer Development Company
111 Princess Street
Wilmington, NC 28401
Dear Mr. Zimmer:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
September 8, 1999
4-o 7—P PJ() , -1 Z L LC_
71140 0
Subject: Permit No. SW8 980817 Modification
Gateway Plaza
High Density Stormwater Project
Onslow County
The Wilmington Regional Office received a complete modification to the Stormwater Management Permit Application for
Gateway Plaza on August 17, 1999. Staff review of the plans'and specifications has determined that the project, as proposed,
will comply with the Stormwater Regulations set forth in Title 15A NC.AC 2H.1000. We are forwarding Permit No. SW8
980817 Modification dated September 8, 1999, for the construction of Gateway Plaza.
This permit shall be effective from the date of issuance until September 8, 2009, and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements in this permit.
Failure to establish an adequate system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be in
the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office
of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall
be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis, or me at (910)
395-3900.
Sincerely,
Rick Shiver y
Water Quality Regional Supervisor
RSS/arl: S:\WQS\STORMWAT\PERMIT\980817.SEP
cc: Fred Cone, P.E.
Corann Harper, Onslow County Inspections
Linda Lewis
Wilmington Regional Office
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycledl10% post -consumer paper

State Stormwater Management,Sygtems
Permit No. SW8 980817 Modiffcatiod
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other
applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Zimmer Development Company
Gateway Plaza
Onslow County
FOR THE
construction, operation and maintenance of a detention pond in compliance with the provisions of 15A NCAC 2H .1000
(hereafter referred to as the "stormwater rules') and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water Quality and considered a part of this
permit.
This permit shall be effective from the date of issuance until September 8, 2009 and shall be subject to the following specified
conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the application and
other supporting data.
This stormwater system has been approved for the management of stormwater runoff as described on page 3 of this
permit, the Project Data Sheet. The stormwater control has been designed to handle the runoff from 1,387,173 square
feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the
permit.
The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per approved plans.
IN

s
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name: Gateway Plaza
Permit Number: SW8 980817 Modification
State Stormwater Management Systems
Permit No. SW8 980817 Modification
Location:
Onslow County
Applicant:
Mr. Jeffrey Zimmer, President
Mailing Address:
Zimmer Development Company
111 Princess Street
Wilmington, NC 28401
Application Date:
August 17, 1999
Water Body Receiving Stormwater Runoff:
Mill Creek / (WHO 19-9)
Classification of Water Body:
"SC NSW"
If Class SA, chloride sampling results:
n/a ,
Pond Depth, feet:
6
Permanent Pool Elevation, FMSL:
40.5
Total Impervious Surfaces, ft2:
1,387,173
Outparcels, ft2
283,140 (100% of lot area)
Future, ft2
127,933
Offsite Area entering Pond, ft2:
None, per Engineer
Required Surface Area, ft2:
80,093
Provided Surface Area, ft2:
82,700
Required Storage Volume, ft3:
110,574
Provided Storage Volume, ft3:
118,346
Temporary Storage Elevation, FMSL:
41.85
Controlling Orifice:
4" $ pipe
3

State Stormwater Management Systems
Permit No. SW8 980817 Modification '
U. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in it's entirety, vegetated and operational for its intended
use prior to the construction of any built -upon surface except roads.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
3. All connections into the stormwater system from future areas/outparcels shall be made such that short-circuiting of
the system does not occur.
4. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted stormwater
system functions at optimum efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal. _
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
5. Records of maintenance activities must be kept and made available upon request to authorized personnel of DWQ.
The records will indicate the date, activity, name of person performing the work and what actions were taken.
Decorative spray fountains will not be allowed in the stormwater treatment system.
The facilities shall be constructed as shown on the approved plans. This permit shall become voidable unless the
facilities are constructed in accordance with the conditions of this permit, the approved plans and specifications, and
other supporting data.
Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of this
permitted facility, a certification must be received from an appropriate designer for the system installed certifying
that the permitted facility has been installed in accordance with this permit, the approved plans and specifications,
and other supporting documentation. Any deviations from the approved plans and specifications must be noted on
the Certification.
A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of ten
years from the date of the completion of construction.
10. Prior to the sale of any portion of the property, an access/maintenance easement to the stormwater facilities shall be
granted in favor of the permittee if access to the stormwater facilities will be restricted by the sale of any portion of
the property.
11. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable built -upon
area.
12. If the stormwater system was used as an Erosion Control device, it must be restored to design condition prior to
operation as a stormwater treatment device, and prior to occupancy of the facility.
.19

State Stormwater Management Systems
Permit No. SW8 980817 Modification
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in it's entirety, vegetated and operational for its intended
use prior to the construction of any built -upon surface except roads.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
3. All connections into the stormwater system from future areas/outparcels shall be made such that short-circuiting of
the system does not occur.
4. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted stormwater
system functions at optimum efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal. C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
Records of maintenance activities must be kept and made available upon request to authorized personnel of DWQ.
The records will indicate the date, activity, name of person performing the work and what actions were taken.
6. Decorative spray fountains will not be allowed in the stormwater treatment system.
7. The facilities shall be constructed as shown on the approved plans. This permit shall become voidable unless the
facilities are constructed in accordance with the conditions of this permit, the approved plans and specifications, and
other supporting data.
Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of this
permitted facility, a certification must be received from an appropriate designer for the system installed certifying
that the permitted facility has been installed in accordance with this permit, the approved plans and specifications,
and other supporting documentation. Any deviations from the approved plans and specifications must be noted on
the Certification.
9. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of ten
years from the date of the completion of construction.
10. Prior to the sale of any portion of the property, an access/maintenance easement to the stormwater facilities shall be
granted.in favor of the permittee if access to the stormwater facilities will be restricted by the sale of any portion of
the property.
11. The permittee is responsible for verifying that the proposed built-uporrarea. does not exceed the allowable built -upon
area.
12. If the stormwater system was used as an Erosion Control device, it must be restored to design condition prior to
operation as a stormwater treatment device, and prior to occupancy of the facility.
4

State Stormwater Management Systems
Permit No. SW8 980817 Modification
13. Each outparcel has been accounted for at 100% built -upon area in the pond design. The development on each
outparcel must be permitted through the Division of Water Quality -Stormwater under the offsite permit, prior to
construction on that outparcel.
14. The built -upon area amount includes any built -upon area constructed within the property boundaries, and that
portion of the right-of-way between the lot lines and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, and coquina, but does not include raised, open
wood decking, or the water surface of swimming pools.
15. In order to maintain compliance with the permit, the following deed restriction statements must be recorded with the
Register of Deeds Office:
a. "The runoff from all built -upon area on the outparcel and future development area must be directed into the
permitted stormwater control system."
b. 'Built -upon area in excess of the permitted amount will require a permit modification."
C. "The connection into the stormwater control shall be made such that short-circuiting of the system does not
occur."
14. A copy of the recorded deed restrictions must be submitted to the DWQ within 30 days of the date of the recording.
The recorded copy must be signed by the permittee, dated, stampod with the deed book number and page, and bear
the stamp of the Register of Deeds.
15. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer -of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
16. The Director may determine that other revisions to the project should require a modification to the permit.
17. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written time
schedule to the Director for modifying the site to meet minimum requirements. The permittee shall provide copies
of revised plans and certification in writing to the Director that the changes have been made.

State Stormwater Management Systems
Permit No. SW8 980817 Modification
III. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is a name
change of the Permittee, a formal permit request must be submitted to the Division of Water Quality accompanied
by an application fee, documentation from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not be approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to enforcement
action by the Division of Water Quality, in accordance with North Carolina General Statute 143-215.6A to 143-
215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which maybe imposed by other government agencies (local, state, and federal) which have
jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the
Permittee shall take immediate corrective action, including those as may be required by this Division, such as the
construction of additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property for the purpose of inspecting all components of
the permitted stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a permit
modification, revocation and reissuance or termination does not stay any permit condition.
Permit issued this the 8th day of September, 1999.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
5,024S et�,Ak-
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 980817 Modification
Z

State Stormwater Management Systems
Permit No. SW8 980817 Modification
Gateway Plaza
Stormwater Permit No. SW8 980817 Modification
Onslow County
Designer's Certification
Page 1 of 2
I, , as a duly registered in
the State ofNorth Carolina, having been authorized to observe (periodically/weekly/full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the project construction such that the construction was observed to be built within
substantial compliance and intent of the approved plans and specifications.
I have checked the items listed on Page 2 of this form as a part of this Certification.
t.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
VA

State Stormwater Management Systems
Permit No. SW8 980817 Modification
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not.cause short-circuiting of the system.
.10. The permitted amounts of surface area and/or volume have been provided.
_11. Required drawdown devices are correctly sized per the approved plans.
.12. All required design depths are provided.
_13. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
14. The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDENR-DWQ Regional Office
Corann Harper, Onslow County Building Inspector
E:i

aI I _ZI 'A Wi a•.
L Frederick E. Cone, P.E. , as a duly registered Professional
Engineer in the State of North Carolina, having been authorized to observe
(periodically/weekly/full time) the construction of the project,
Gateway Plaza Stormwater Permit No. SW8 980817
(Project)
for the Zimmer :Development Company hereby state that, to the best of my abilities,
(Project Owner)
due care and diligence was used in the observation of the project construction such that
the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
Signature I � �
Registration Number h) C S 1
Date L( — /I/- d a

JOHN L. PIERCE - SURVEYING
Land Surveying - Land Planning - Mapping
F.O. Box 1685
409 Johnson Blvd.
Jacksonville, N.C. 28541
Office: [phone] Fax No.: (910)'346-1210
E-Mail: [e-mail]
TO Ms. Linda Lewis.
N.C. Department of Environment
and Natural Resources
.127 North t;ardi al- v
Wilmington, NC .28405
WE ARE SENDING YOU
❑ Drawings
❑ Copy of Letter
❑
Attached
❑
Prints
❑
Change order
AUG 17 1999
" ;.
letter of transmittal
DATE JOB NO.
August 16 1999
ATTENTION 7
s. Linda Lewis,
RE
Gateway z
Stormwater
❑ Under separate cover via
❑ Plans ❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NUMBER
DESCRIPTION
2
Sets of revised plans (Sheet 2 of 14 & Sheet 12 of 14)
1
Letter from Engineer (Frederick
1
Copy of your letter dated July 30 1999
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due 19
❑ Prints returned after loan to us
REMARKS Should you need any additional
information to grant approval, please advise.
SIGNED

Frederick E. Cone, P.E.
.1.1.1.6 .Greenway Road
Jacksonville, N.C. 28546
August -13, .1999
.11�Is.Linda, Lewis
Environmental Engineer
D.E.M., W ater.Q. Euality Section
1,27' Cardinal Drive Extension
Wilmington, N.C. 28405-3945
Subject: Stormwater Project NO. SW8 980817
Modification
Gateway Plaza
,Qnslow-County
.Dear 1kls..Lewis:
in response to your July 30, 1999 letter, the following information is provided
(responses follow .the order of your -letter)
1. The pond has been redesigned to exactly reflect your proposed
sketch. This should resolve your -concerns regarding short-circuiting .in .the
pond.
We trust the above information answers your concerns. If there are further
.questions, please -contact -me at -the above address.
Sincerely,
Frederick-E. Cone

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
July 30, 1999
Mr. Jeffrey Zimmer, President
Zimmer Development Company
111 Princess Street
Wilmington, NC 28401
NCDENR
NORTH CAROuNA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: ACKNOWLEDGMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 980817
Gateway Plaza.
Onslow County
Dear Mr. Zimmer:
The Wilmington Regional Office received previously requested information for the Stormwater
Management Permit Application for Gateway Plaza on June 23, 1999. A review of that information has
determined that the application is still not complete. The main problem is the short-circuiting of runoff carried
in the southeastern pipe. I am apparently not making it clear to the engineer that this pond, as currently
proposed; is short-circuiting. I will attempt here to explain why in detail. The design of a wet pond is based
on a single inlet and outlet located as far as possible from each other to maximize the flow path, which allows
the runoff to drop it's sediment load. By introducing multiple inlets to the pond at various places, the engineer
is challenged to meet the requirements of the rules because the runoff entering the pond nearest the outlet does
not receive the benefit of the entire flow path, which is called "short-circuiting". This is what is happening with
this pond.
The runoff entering the pond from the pipe located on the southeast side of the site, carries almost 50%
of the runoff load. If we look at this pipe's drainage area independently, it would require almost 3 8,000 square
feet of pond surface area, however, only a little over 20,000 square feet is provided between the inlet and the
outlet. Please refer to the enclosed sketch. Somehow, the runoff in this pipe needs to be carried further away
from the outlet, and the outlet needs to be relocated in order to eliminate the short-circuiting, or the pond's
configuration and outlet location need to be drastically altcrcd to create a longer flow path. The pond as
proposed does not meet the design requirements and cannot be permitted.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone 910-395,3900 FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Mr. Zimmer
July 30, 1999
Stormwater Project No. SW8 980817
Please note that this request for additional information is in response to a second review. The requested
information should be received by this Office prior to August 30, 1999, or the application will be returned as
incomplete. The return of a project will necessitate resubmittal of all required items, including the application
fee. The Division is allowed 90 days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action
pursuant to NCGS 143-215.6A.
If you have any questions concerning this matter please feel free to call me at [phone].
RS S/arl:
cc:
Sincerely,
Linda Lewis
Environmental Engineer
S:\WQS\STORMWAT\ADDINFO\980817.JUL
Linda Lewis
Fred Cone, P.E.
John Pierce, P.L.S.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

JOHN L. PIERCE - SURVEYING
Land Surveying - Land Planning - Mapping
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, N.C. 28541
Office: [phone] Fax No.: [phone]
E-Mail: [e-mail]
TO Ms. Linda Lewis
N.C. Department of Natural Resources
()
127 North Cardinal Drive
Wilminqton, NC 28405
WE ARE SENDING YOU
❑ Drawings ❑ Attached ❑
❑ Copy of Letter ❑ Prints ❑
❑ Change order ❑
�f
JUN 2 3 1999
4tter of transmittal
DATE JOB NO.
une 22 1999
ATTENTION
Linda Lewis
RE
atewa Plaza/Project No. SW8 980817
Under separate cover via
Plans ❑ Samples
the.following items:
❑ Specifications
COPIES
DATE
NUMBER
DESCRIPTION
2
Sets of revised Sheet # 2 of 14 & 12 of 14
1
Letter from Engineer
1
Copy of your letter dated June 11 1999
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned ur corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due 19
❑ Prints returned after loan to us
REMARKS Should you need any additional
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Frederick E. Cone, P.E.
1116 Greenway Road
Jacksonville, N.C. 28546
June 15, 1999
Ms. Linda Lewis
Environmental Engineer
D.E.M., Water Quality Section
127 Cardinal Drive Extension
Wilmington, N.C. 28405-3845
Subject: Stormwater Project NO. SW8 980817
Modification
Gateway Plaza
Onslow County
Dear Ms. Lewis:
In response to your June 11, 1999 letter, the following information is
provided (responses follow the order of your letter):
1. The forebays on the southern end of the pond have been
redesigned/reconfigured to avoid short-circuiting (total forebay area has not
changed). Also, two outlets in this area have been combined into one by
adding additional piping.
2. The long narrow forebays on the southern end have been eliminated.
The pipes entering the forebay on the northern end of the pond have been
turned at a 45 degree angle to preclude soil erosion on the oppostie bank of
the pond. Please note that the forebay surface area is 33' wide at this
location, which along with the 45 degree pipe outlets is considered adequate
to avoid soil erosion/washout.

We trust the above information answers your concerns. If there are further
questions, please contact me at the above address.
Sincerely,
Frederick E. Cone

Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
June 11, 1999
Mr. Jeff Zimmer, President
Zimmer Development Company
111 Princess Street
Wilmington, NC 28401
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 980817
Gateway Plaza
Onslow County
Dear Mr. Zimmer:
The Wilmington Regional Office received previously requested information for the Stormwater
Management Permit Application for Gateway Plaza on April 9, 1999. A preliminary review of that
information has determined that the application is not complete. The following information is needed to
continue the stormwater review:
1. The pond as designed is still short-circuiting. The creation of forebays at inlets that are too
close to the outlet to begin with does not create a longer flow path in this case. As previously
requested, please create only one or two inlets at the upper end of the pond and allow the
runoff to utilize the entire surface area of the pond for treatment. Again, about 54 %of the
runoff from this site enters the pond at 3 points, each a maximum of 260' feet from the outlet,
across a narrow leg of a 540' long pond. The pond design is completely backwards from the
desired configuration of narrower at the inlet, gradually widening and deepening to the outlet.
2. The long, narrow forebays you have created are also going to cause problems for the
developer from a maintenance standpoint. If the inlet piping was parallel to the long side of
the forebay, you might get away with that design, however, the proposed inlet piping is
entering perpendicular to the forebay. The force of the water flow coming into the pond will
continually wash out the berm, resulting in excess sediment entering the main pond body.
Please create a forebay that will be able to withstand the force of the incoming water by either
locating the forebay wall far enough away from the inlet to dissipate the energy, .or relocating
the piping to enter parallel with the long side.
127 Cardinal Dr. East., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Mr. Zimmer
June 11, 1999
Stormwater Project No. SW8 980817
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to July 11, 1999, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee. The Division is allowed 90 days from the receipt of a completed application to issue the
permit.
The construction of any impervious surfaces associated with this project prior to receipt of the
stormwater permit is considered a violation of NCGS 143-215.1, and is subject to enforcement action.
If you have any questions concerning this matter please feel free to call me at [phone].
RSS/arl:
cc
Sincerely,
G��Gt.(itJ
Ms. Linda Lewis
Environmental Engineer
S :1WQSISTORMWATIADDINF01980817. JUN
Linda Lewis
Fred Cone, P.E.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

DETENTION POND ANALYSIS
PROJECT #: SW8 980817
PROJECT NAME: Gateway Plaza
Drainage Basin: Mill Creek
FILE NAME: S:1WQSIPOND1980817.WK1
Class:
DATE
Site Area 1223600 square feet
Drainage Area 1568783 square feet needs to be verified
Area in Acres 36.0143021 acres
IMPERVIOUS AREA
Buildings
222100 square feet
Parking
722000 square feet
Sidewalks
32000 square feet
Outparcels
283140 square feet
Future
127933 square feet
square feet
TOTAL
: 13$7173.
% IMPERVIOUS 88.42%
SURFACE AREA CALCULATION
arl
11-Jun-99
Chlorides: n/a
6 @ 100% impervious
Pond Depth: 6 TSS:
SA/DA 5.105%
Req. SA 80092;;8 t; square feet
Prov. SA 82'704;: square feet [From plan Contours]
VOLUME CALCULATION
Bottom 34.5 MSL
Perm. Pool �MSL
Design Pool 41.85 MSL
Design SA 92628 square feet
[From plan Contours]
Req. Volume 110574.571 cubic feet
Rv=
0.8458116
Prov. Volume 11834cubic feet
SA @
Elevation=
ORIFICE CALCULATION
Avg. Head = 0.5916667
ft
Flow Q2, cfs 0.684875 Area, in
26.62815
Dia 2, inches
5.822716
Flow Q5, cfs 0.27395 Area, in
10.65126
Dia 5, inches
3.682609
Engineer uses ... 4` Inches
Area =
12.566371
in
Q, cfs = 0.3232065
Drawdown
L]3 ;5969�1>
days
COMMENTS
Surface Area is deficient. Volume and Orifice are within Design
Guidelines.

JANUARY 28, 1999
Rao:Sa - q - L -4g
STORMWATER DETENTION POND CALCULATIONS
GATEWAY PLAZA (TARGET STORE)
WESTERN BLVD
JACKSONVILLE, NC
DESCRIPTION: PROPOSED CONSTRUCTION INCLUDES DEVELOPMENT OF A
SITE FOR A NEW COMMERCIAL TARGET AND OTHER RETAIL STORES IN A
SHOPPING CENTER COMPLEX. CONSTRUCTION WILL INCLUDE A
BUILDINGS, PAVING, PARKING ROADS AND LANDSCAPING IN SUPPORT OF
THE SHOPPING CENTER. THE FACILITY WILL BE BUILT ON AN
UNDEVELOPED SITE ON WESTERN BOULEVARD IN JACKSONVILLE.
STORMWATER CONTROL WILL BE BY USE OF A NEW WET DETENTION
POND. THE NEW POND IS DESIGNED FOR 90% TSS REMOVAL. A
SUMMATION OF THE CALCULATED STORMWATER RUNOFF IMPACT IS
PROVIDED AS FOLLOWS:
PAVED/RvlPERVIOUS AREA (TO NEW POND)* 1,387,173 SF
GRASSED AREA (CONTRIBUTING TO POND) 69,800
POND: SURFACE AREA 82,700
3:1 SIDE SLOPES 32,160
TOTAL 1,571,833 SF
PAVING/CONCRETE 722,000 SF
BUILDING (OFFICE) 222,100
SIDEWALKS 32,000
FUTURE (6 OUT PARCELS
@ 100 % IM[PER.) 283,140
FUTURE (REAR UNDEVELOPED
AREA) 127,933
TOTAL 1,387,173 SF

1,387,173
% IMPERVIOUS ------ = 89%
1,571,833
DRAINAGE AREA = 1,571,833 SF
PERMANENT POND DEPTH = 6.0'
% IMPERVIOUS = 89%
SA/DA = 5.14%
SA = (1,571,813) (.0514)
= 80,792 SF SAY 82,700 SF
IMP.DRAINAGE AREA = 1,387,173 SF
GRASSED AREA (CONT.) = 69,800 SF (C = 0.2)
POND SIDE SLOPES = 32,160 SF (C = 0.2)
1,387,173 (1.0) + (101,960)(0.2)
RUNOFF COEFF. _ -------- _---_--------- --------
1,489,133
.945
VOLUME = 1,489,137 X .945 X 1/12
= 117,890 CF

SA = 82,700 SF
SIDE SLOPES = 3:1
LENGTH OF SHORE = 2680 FT
VOLUME - 117,648 CF
V = 1/2 (3X) (X) (2,680) + 82,700X = 117,890 CF
X = DEPTH OF STORAGE = 1.35FT (VOL=118,971)
SURFACE AREA @ PERMANENT POND ELEVATION (40.5') = 82,700 SF
SURFACE AREA @ 1" DESIGN ELEVATION (41.85') = 92,628 SF
Ris 03 VOW1111 i .11112 1
VOLUME = 118,971 CF
2 DAYS = 172,000 SEC
5 DAYS = 432,000 SEC
118,971
Q2 =----------- _ .6917 CFS
172,000
118,971
Q5 =----------- _ .2754 CFS
432,000

1/2
.6917
D2=-------------------------- = 5.3IN
1/2
.0263 (1.75/2)
1/2
.2754
D5 =--------- ---------------- = 3.35IN
1/2
.0263 (1.75/2)
USE 4.0" ORIFICE
FOREBAY CALCULATIONS (20% OF VOLUME) ARE PROVIDED ON THE PLANS.

JOHN L. PIERCE - SURVEYING RECEIVED
Land Surveying - Land Planning - Mapping APR 0 9 1999
P.O. Box 1685 BY, q $�
409 Johnson Blvd. letter of transmittal
Jacksonville, N.C. 28541
Office: [phone] Fax No.: [phone]
E-Mail: [e-mail]
TO Ms.Linda Lewis
N.C. Department of Environment, Health
and Natural Rescurees
127 North Cardinal Drive
Wilmington,
WE ARE SENDING YOU
❑ Drawings
❑ Copy of Letter
❑ Attached
❑ Prints
❑ Change order
ATE
pri 1 8, 1999 JOB NO.
ATTENTION
Linda Lewis
RE
Gateway Plaza
❑ Under separate cover via
❑ Plans ❑ Samples
El
the following items:
❑ Specifications
COPIES
DATE
NUMBER
DESCRIPTION
2
Sets of revised plans
1
Stormwater Management Permit Application Form with
1
revisions to Sheet 2 of 4
Set of revised Stormwater Detention pond Calculations
1
Letter from Frederick E. Cone, Engineer for project
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due 19
0 Prints returned after loan to us
RENIARxs Should you need any additional
information concerning this project. plea e
let us know.
SIGNED am, r

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
March 25, 1999
Mr. Fred Cone, P.E.
1116 Greenway'Road
Jacksonville, NC 28546
NCDENF1
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL REaOURCES
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL.INFORMATION
Stormwater Project No. SW8 980817
Gateway Plaza
Onslow County
Dear Mr. Cone:
The Wilmington Regional Office received a Stormwater Management Permit Application for Gateway
Plaza on January 29, 1999. A preliminary review of that information has determined that the application is
not complete. The following information is needed to continue the stormwater review:
1. As requested in my letter of October 29, 1998, please relocate the outlet structure, or relocate
the southern -most inlet into the pond. That inlet carries the lion's share of the runoff into the
pond, but it is receiving very little treatment because the outlet structure is located only 120'
away. Short-circuiting is a problem in this pond. Ideally, there should be only 1 or 2 inlets
located at the opposite end from the outlet structure, allowing the entire pond length to
promote settling of the particles.
2. The supplement and plans indicate that the permanent pool is 40.5 and the storage pool is
41.85, but the calculations show the permanent pool as 41.5 and the storage pool as 42.85,
each a foot higher than the plans show. Please clarify. At which elevation has the 82,700
square feet been provided, 40.5 or 41.5?
3. As previously requested, please add a vicinity map to Sheet 1 of 14.
4. When I add up the acreages shown for the outparcels, the total is 6.5 acres, or 283,140 square
feet. Please revise the calculations and application to account for the 3,050 square foot
difference.
5. The pond grading plan does not show the locations or grading for the forebays. Please add
these. Again, please try to have only 1 or 2 inlets with forebays located opposite the outlet,
to prevent short-circuiting and utilize the entire pond for treatment, as required.
6. There is a rote on the plans which refers to Lot 7 being permitted already and not included
with this project. What is the permit number for this lot? It appears that you have included
this lot within the drainage area because the inlets which drain that lot are directed into the
pond. Is that note misleading?
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Mr. Cone
March 25, 1999
Stormwater Project No. SW8 980817
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to April 25, 1999, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee. The Division is allowed 90 days from the receipt of a completed application to issue the
permit.
The construction of any impervious surfaces associated with this project prior to receipt of the
stormwater permit is considered a violation of NCGS 143-215.1, and is subject to enforcement action.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
FPC
AS A WR AN P
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:IWQSISTORMWATIADDINFO1980817.MAR
cc: Linda Lewis
John Pierce, P.L.S.
Jeff Zimmer

JOHN L. PIERCE - SURVEYING
Land Surveying - Land Planning - Mapping
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, N.C. 28541
Office: [phone] Fax No.: [phone]
E-Mail: [e-mail]
TO Ms. Linda Lewis
N.C. Department of Environment,
Health and Natural Resources
127 North Ca-rdirna.] Drive
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Drawings ❑ Attached ❑
❑ Copy of Letter ❑ Prints ❑
❑ Change order ❑
JAN 2 9 1999
letter of transmi
DATE JOB NO.
January28 19
ATTENTION Ms. Linda Lewis
IE Gateway Plaza
Under separate cover via
Plans ❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NUMBER
DESCRIPTION
1
Original signature for Sheet 3 of 4 and sheet 3 of 3 &
the Stormwater pp ica ion
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned or corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
ElFor review and comment
❑ For bids due 19
0 Prints returned after loan to us
El
3of 3
REMARKS Should you need any additional
information to approval this submittal, please
let us know.

Frederick E. Cone, P.E.
1116 Greenway Road
Jacksonville, N.C. 28546
January 28, 1999
Ms. Linda Lewis
Environmental Engineer
D.E.M., Water Quality Section
127 Cardinal Drive Extension
Wilmington, N.C. 28405-3845
Subject: Stormwater Project NO. SW8 980817
Modification
Gateway Plaza
Onslow County
Dear Ms. Lewis:
In response to your March 25, 1999 letter, the following information is
provided (responses follow the order of your letter):
1. The outlet structure has been moved north to avoid short-circuiting.
Also, the other nearby inlet pipes have been angled away from the outlet pipe
to distance them from the outlet pipe and to better utilize the full pond.
2. The permanent pool should be at elevation 40.5 and the storage pool
should be at elevation 41.85 as shown on the plans. The calculations have
been corrected to reflect these elevations.
3. A vicinity map has been added to Sheet 1 of 14.
4. The out parcels total 283,140 sf. The calculations have been
modified to reflect this number.
5. Locations and grading have been added for the forebay areas. inlet
and outlet pipes have been relocated to avoid short-circuiting.

6. The note regarding Lot 7 did not pertain to stormwater runoff
control. This area (lot 7) is included in the stormwater design for this project
application. The note has been removed for clarity.
We trust the above information answers your concerns. If there are further
questions, please contact me at the above address.
Sincerely,
q -2-�
Frederick E. Cone

Pumpkin Center
vi
WESTERN BLw.
MOOSEHAVEN
ROAD
vi
D
0 JACKSONVILLE
VICINITY SKETCH
NOT TO SCALE
1yo Fl ?�
R,W

JOHN L. PIERCE - SURVEYING
Land Surveying - Land Planning - Mapping
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, N.C. 28541
Office: [phone] Fax No.: [phone]
E-Mail: [e-mail]
TO Ms. Linda Lewis
N.C. Department of Environment,
Health and Natural Resources
127 North Cardinal Drive
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Drawings ❑ Attached ❑
❑ Copy of Letter ❑ Prints ❑
❑ Change order ❑
� 7AN
CEIq16K,
2 6 1999
letter of
DATE JOB NO.
January 25, 1999
A NTI rj
As. inda Lewis
RE
Gateway Plaza
Under separate cover via
Plans ❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NUMBER
DESCRIPTION
2
Sets of plans
1
"Stormwater Management Permit Applicaton Form"
1
Check in the amount of thrAA hundred eighty five doijar
1
Revised �StOormwater calculations
**PLEASE NOTE
AND ISSUED A PERMIT NO. #SW8980817
PROJECT HAS BEEN COMPLETRY REDONE
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due 19
0 Prints returned after loan to us
REMARKS Should you need any additional
information to grant approval, please advise.
SIGNED

THIS DOCUMENT PRESENTED TO -�
BOCK 1516 PAGE 9 0 0 THE ONSLOW COUNTY TAX OFFI E
DATE
• CLERK
. ..L.��-.�
Prepared By: STEPHEN F. HORNE, II., P.A.
1 1999 JAI 1 S P3 2: Retwm To: a
�o�rl�g lo,5rl�.00 y2
0
NORTH CAROLINA
COUNTY OF ONSLOW
40
THIS DEED, made and entered into this tire/day Of JA;12W .1999, by
and
betwee Y-ENNITH P. WHICHARD. JR.. A Free Trader, of Pitt County, North Carolina,
hereinafter called GRANTOR, and ZP NO.72. LLC, A North Carolina Limited Liability
Company, of Pitt County, North Carolina, hereinafter called GRANTEE;
WITNESSETH:
That Grantor, for and in consideration of TEN DOLLARS (S 10.00) and other good
and valuable consideration to him in hand paid by Grantee. the receipt of which is hereby
acknowledged, has given, granted. bargained, sold maul conveyed and by these presents does
give. grant, bargain,- sell and convey unto the said Grantee, his heirs and assigns, in fee
simple. the following described real property, to -wit:
Lying and being in Jacksonville Township, Onslow County. North Carolina and
commencing at an existing N.C.G.S. monument entitled ,F=Aoo and having N,C. Grid
values of North.377,723.431 and Eastern values of 5,482,746.140; and running thence from
the said existing N.C.G.S, monument North 41 degrees 17 minutes 53 seconds West and
having a grid distance of 4297.304eet to an existing iron stake located along the
Southwestern right of way of NCSR 1470 (commonly known as Western Boulevard - 200
foot right of way) and the Northeastern margin of a :t0 foot utility easement, said iron stake
having N.C. Grid values of North 380,951.936 and Eastern values of 2,479,910.026, said
iron stake also being THE TRUE POINT OF BEGINNING: thence from the described
beginning and leaving the said Southwestern right of way of NCSR 1470 and the said
Northeastern margin of the 20 foot utility easement send running South 45 degrees 17
minutes 34 seconds West 385.47 feet to an existing iron stake; ' thence South 45 degrees 12
minutes 38 seconds West 137.97 feet to an existing icon stake; thence South 45 degrees I 1
minutes 32 seconds West 740.88 feet to an existing irron stake located along the Northeastern
property line of Branchwood Section XIII as recorded in Map Book 22 Page 86 of the
Onslow County Registry and the centerline of a 20 foot drainage & utility easement as
recorded in the aforementioned Branchwood Section XIII; thence along the centerline of the
i 1'-Vjra6y cerfify tnat this is a true and a=
0opy whch tears on record In the Office of the
Register of Dce4s of O; s:�vbC.
N.C. III Book
. aye II
` hand and seal this the!' day
,19
otC�
. register of Deeds
�n, 4 �.. Re e,
r of wee

BOOK 1 516 PAGE 9 Q 1
said 20 foot drainage & utility easement the followin Courses
degrees 32 minutes 12 seconds West 1313.04 ollfeew an � and distances: North 48-
degrees 34 minutes 44 seconds West 11 �3.95 feet to to an ""dug iron stake, thence North 48
58 minutes 40 seconds West 28. ='tDg hm stakes North 71 degrees
minutes t8 seconds West 79.84 70 feet 1� as existing iron stake, North degrees 04
minutes 00 feet to an "istIUS iron thence North
seconds West 85.02 feet to as wcisting iron � degrees OS
minutes 34 seconds West 84.91 feet to arm existing
' thence North 71 degrees 59
minutes OS seconds West 72.91 feet t`00
arr . iron ' �� North 72 degrees 03
minutes 11 seconds West 28.54 feet an xis una thence North: 72 deg 03
minutes 22 seconds West 30.51 feet to are axis u�an stake, thence North 49 degrees 20
minutes 39 seconds West 78.41 feet to asi existing
xis exiskonting 'MR fie` thence North 49 degrees 32
minutes 57 seconds West 91.45 feet to an axis stake, thence North 49 degrees 31
minutes 25 seconds West 107.13 feet to an existing iron ' thanes North 49 degrees 09
centerline of the 20 foot drains � iron stake; them leaving the said
minutes 49 seconds East 156Z44 fe t for a iron t and Ong North 50 degrees 59
right of way nfNCSR 1470 and the said No 'wed along the -sald Southwestern
thence along the Southwestern right of way
� n of the 20 foot utility easement;
Of the 20 foot utili Y of NCSR 1470 and the said Northeastern margin
the tY moment South 38 degrees 58 nminutes OS seconds East 740.35 feet to
Point and place of beginning. Containing 26.31
described in Deed Book 919 Page 520 and; a portion of theme being a portion of the property
858 Page 138 and Man Hook 36 Page 231 Slide J-978 of the p es Registry, d Book
courses contained herein are correct in angular relationship sari is r+eferdnc t to N.0Tim
North. Grid
The above referenced property.shall. not be sold, transferred, conveyed
01* or leases or used by Grantee, its Successors or assigns for the operation
ofa �Yan�s Steakhouse for a period of thirty (30) years from the date
of recordation of this deed.
TO HAVE AND TO FOLD the above described real property with all the rights,
Privileges and appurtenances thereunto belonging or in aeywise appertaining unto the said
Grantee, his heirs and assigns, in fee simple forever.
And the Grantor, for himself, his heirs and assigns, covorutnts with Grantee, his heirs
and assigns, that he is seized of said premises in fee and has the right to convey the sane in.
fee simple; that the same i ; and
clear fiom an encumbrances except easements and
rcstrictwu Of record and 99�"ad valorem taxes which we to be
Pad between Grantor
and Granted at the time of closing, noncompliance with local, county, state or federal
governmental laws, ordinances, or wgulatumrrs relative to =W.& subdivision, occupancy,
I construction or the development of the subject property, if any,'and that he will ww=t
and defend the title to the same against the lawful claims of all persons whomsoever.'

' BOOK) 5 ; NAGS 902
n
When reference is made to the Grantor or Grantee, the singular shall include &a
plural, and any reference to gender shall include musculine, feminine and neuter.
IN WITNESS WHEREOF. Grantor has adapted the, word "SEAL" as his seal and "
has hereunto set his hand and seal on this the day airp
Y Brat above
KITH P. WHIC , JR. (SEAL)
STATE OF NORTH CAROLINA
COUNTY OF PITT
Z
I' ' Notary Public of the aforesaid County and
State y hereb certify that KENNITH P. WHICHARD, JR. personally appeared before me
this day and acknowledged the due execution of the forego'*Sfn ance.
Witness my head and Notarial Seal, this the MY Commission Expires.BLI
+3
Dario SEAL Y'
�0 �Rn•STEPF.M, F. H.1 MF'T
STATE OF NORTH CAROLINA
COUNTY OF PITT
Noma cutaarn, oAM. oou�IN so "14wowrt .. •
'i4.� Stephen F. Horne, ;;I• 5
N 900a��io�
sob TM �••u.Ae.e .M
d
t p 2:4 7�ir Y.�h AV of Janua " '� i" �►i..p:e. 4
is
��• yam aw*. ��
BY:
PUMWwvd=ft1=.n.aaa

THIS DOCUMENT PRESENTED TO
BOOK 151 b PA E 909 THE ONSLOW COUNTY TAX OF CE
DATE CLERK
VP 01/15/1999
pMl,icwmv $3321.00
,gas R� Esuu
Excise Taxi 33 al, Ca
1999 AN II 5 Pik 2* 43
Recording Time. Book and Page
Tax Lot No. ...... Parcel Identifier No. � y.5...........1...�..(f1.......................................
....................................................................................
Verifiedby........................................................................ County on the ................ day of ......................................................... 19............
by...........................................................................................................................................................................................................................
Mail after recording to .......Zimmer _Dev„elopment..Co> p y..,....,11...Primcass...S.treet.,...Wilmingtoa,...DIC...281►O.L.......
Attention: Heather E. Harper
....................................................................................................................................................................................................................................
This instrument was prepared by ....Gaxlor, lsdwards. & VatchE:r.I...Attorneys ...........................
...............................................
Brief description for the Index
11.10 acres, Western Blvd._
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this ......18..... day of...........Dacamber................................ 19.,..9.$..., by and between
GRANTOR
WESTERN MOOSEHAVEN, II, a North
Carolina Joint Venture (General
Partnership), a.k.a. WESTERN
MOOSEHANM PROPERTIES, II
GRANTEE
ZP NO. 72, LLC, a North Carolina
limited liability company
Enter in appropriate block for each party: name, address, and, it appropriate, character of entity, e.q. corporation or partnership.
The. designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that
certain lot or parcel of land situated in the City of .................................................. I ......... I .........Jacksonville.......... Township,
Onslow County, North Carolina and more particularly described as follows:
SEE ATTACHED EXHIBIT "All
N. C. liar Assoc. Form No. 3 ® 1976. Revised @ 1977 — J.m.t Williams a Co., Inc.. sox 127. Yalikimili.. N. C. 27055
►rma, by Appnwnt wi,b tb. N. C. 80 AMC. — 1981

tom 1516PhGE 91"A
The property hereinabove described was acquired by Grantor by instrument recorded in..............................................................
A map showing the above described property is recorded in Plat Book .................................... page .........................
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to
the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey
the same in fee simple. that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and
defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
SEE ATTACHED EXHIBIT "B"
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and soal, or it corporate, has caused this instrument to he sinned in its
corporate written. SEE
by its duly authorised officers and its seal to be hereunto affixed by authority of Its Board of Directors, the day and year first
SEE ATTACHED SIGNATURE AND ACKNOWLEDGMENT
----------------------------------------------------------- ++ ---..PAGE --------------------------------------------------- (BRAL)
(Corporate Name)
BY: ---------------------------------
-President
ATTEST:
----------------------------Secretary (Corporate Seal)
--------- -- ----------(SEAT.)
--------------------------(SEAL)
-------------------------------------------------------------(SEAL)
SMAI.-STAMP NORTH CAROLINA------------------------------------ County.
I, a Notary Public of the County and State sitoresaid, certify that ------------------------------------------
y---------------------------------------------'------------------------------------------------------- Grantor',
Y
personally appeared before me this day and acknowledged the execution of the foregoing instrument. Witness m7
Y
p hand and official stamp or seal, this -------- day of -----------------------------------------► 19------
Mycommission expires:---------------------------------------------------------------------- Notary public
SiAL-STAMP NORTH CAROLINA,----------------------------------County.
I. a Notary Public of the County and State aforesaid, certify that -----------------------------------------,
p personally came before me this day and acknowledged that ____ he is --------------------------- Secretary W
ydolt'given
a North Carolina corporation. and that by authority do'
Y
given and as the act of the corporation, the foregoing instrument was signed in its name by its ----------------
.Y, President, sealed with Its corporate seal and attestby--------_-- as its ___________________________ Secretar
ed Y.
P
Witness my hand and official stamp or seal. this ------- day of --------------------------- I$--_--_-_.
Glary Public
® NOR= CAROLINA.OEe m C Wff Betty Bullock
Th Tbgh"Pigs w ------------
--- Notory(,iw) ?oboe is (are) eertiried to be correct. This instrument wa prow3ted' for registration and recorded in this ofrice in ------------
--- lfook 1516 pale 909 _Tin 15th dayo( _ _January ------------
firs $i o'clock P. . --- hown on the
at
` �"�r— By -COUNTY
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N. C. Bar Assoc. Form No. 3 © 1976, Revised Q 1977 — Jame W illiano a Co.. Inc., Box 127, Yadkiwilla. N. C. 27055
F—W by AV"mv41 wno 1,r N. CH., Aw - 1081

BOOK 15 16PHE 910
SIGNATURE AND ACKNOWLEDGEMENT PAGE; FOR WARRANTY DEED FROM
WESTERN MOOSEHAVEN, II, to ZP . No. 72, LLC
In Witness whereof the individual partners have hereto set their hands and seals and the
corporate partner has caused this instrument to be executed by its officers and its corporate seal
affixed all by authority duly given, the day and year first above written.
,! a ''CrCate tic
Seal)
WESTERN MOOSEHAVEN, II, a North Carolina
Joint Venture, a.k.a. WESTERN MOOSEHAVEN
PROPERTIES II
By (Seal)
Linda R. Cobb - Partner
By: ..Q—
J;=,A C. Dedmond -
La
Robert M. Sheegog, Jr - PdthcN
By: M-1 '- K-� ' A s
Mahmoud A. Issa - Partner 1
By: (Seal)
Jo L. Pierce - Partner
By: h-DX CORP., a NC corporation - Partner
!A 0 a.- 9-1- �!�
Debra R. Ray - President
`� a r• �
!"rolina
Qrtslow. County
I, allotary Public in and for the county and state aforesaid, hereby certify that Linda R.
Cobb, James C. Dedmond, Robert M. Sheegog, Jr., M:ahmoud A. Issa, and John L. Pierce
personally appeared before me this date and acknowledged the due execution of the foregoing
instrument on behalf of the joint venture for the purposes set forth therein. �p�uglQ
Witness my hand and official stamp or seal, this � day of December, 1,A�n•gU�
My commission expires:��
o
• :fir
Notary Pu lic p ,p
NORTH CAROLINA -M911811s+ 0-
ONSLOW COUNTY
I, a Notary Public in and for the county and state aforesaid, hereby certify that
- _____Secretary of HDX CORP., a North Carolina corporation, personally
appeared before me this date and acknowledged she W the ,_,_..Secretary of said corporation,
that the foregoing instrument was signed by the President of the corporation, its corporate seal
affixed and attested by her as its Secretary, all by authorVday
y given by its board of ctors.
Witness my huh and official stamp or seal, this of Decembe10
oG DSO o(1-� JAfib
•; f'
My commission expires: _CIS _
Notary Pu lic *; .-MD. o a.
ttC

'' " ,• EXHIBIT "A"
• .''
ZP NO. 72, LLC BOOK J 5 1 b PAGE
11.10 ACRE TRACT
JACKSONVILLE TWP., ONSLOW COUNTY, NORTH CAROLINA
Commencing at an existing N.C.G.S. monument entitled "Econo" and having N.C. Grid
values of North 377,723.431 and Eastern values of 2,482,746.140; and running thence
from the said existing N.C.G.S. monument North 41 degrees 17 minutes 53 seconds West
and having a grid distance of 4297.30 to an existing iron stake located along the
Southwestern right of way of NCSR 1470 ( commonly known as Western Boulevard -
200 foot right of way) and the Northeastern margin of a 20 foot utility easement, said iron
stake having N.C. Grid values of North 380,951.936 and Eastern values of 2,479,910.026,
said iron stake also being THE TRUE POINT OF BEGINNING: thence from the
described beginning and running along the said right of way of NCSR 1470 and the said
Northeastern margin of the 20 foot utility easement South 39 degrees 00 minutes 18
seconds East 495.85 feet to an existing iron stake located along the centerline of a 20
utility easement as per Map Book 34 Page 187 of the Onslow County Registry; thence
leaving the said Southwestern right of way of NCSR 1470 and the said Northeastern
margin of the 20 foot utility easement and running along the said centerline of the 20 foot
utility easement South 50 degrees 58 minutes 17 seconds West 1059.63 feet to an existing
iron stake; thence leaving the said centerline of the 20 foot utility easement and running
North 49 degrees 57 minutes 56 seconds West 388.83 feet to an existing iron stake;
thence North 45 degrees 11 minutes 32 seconds East 615.89 feet to an existing iron stake;
thence North 45 degrees 12 minutes 23 seconds East 137.98 feet to an existing iron stake;
thence North 45 degrees 16 minutes 59 seconds East 385.47 feet to the point and place o.f
beginning. Containing 11.10 acres and being a pe.rtion of the property described in Deed
Book 941 Page 652 and a portion of the property described in,Map Book 26 Page 155 of
the Onslow County Registry. The courses contained herein are correctin angular
relationship and is referenced to N.C. Grid North;.
The above described property sha-1 not be sold, transferred, conveyed
or leased or used by Grantee, its successors or assigns for the operation
of a Ryan's Steakhouse for a period of thirty (30) years for the date
of recordation of this deed.

BOOK 151 b PAGE 912
t:XmIT "B"
PFAMWr= EXCEPTIONS
Dm laxatiou of Covenants, Ccmdkkm and Rostris km recorded in Book 1364,
Peke 985. Omlow County RcSisky.
2. F,asemeJS(s) to Carolina Power & Light CoMpany recorded in Hook 382, Pap 541, Book
413, Pap 89, Book 1412, Page 150 and Boole 1412, PaF 1.54, OaaloW COUM P49i'Y•
3. Portion of 20 faM utititY easement atoag mUmmost b=Waq Um of tt Lund and 20
foot utility "mew atom boundary line of the Land as 40WO on the
map recorded iu Map Book 34, Page 187, tyudow CmM RgoW7
4. Qonag Permit to Carolina Telephone & Tckkgraph mordod in Book 3, PUG 465.
Onslow Cain► Rgfto.
S. The propony dasgibed on attached Exhibit "AN shall nat be Sold, Mmft dt convoyed
or leased or uSCd by G+iruree, '1s MMMMM t�C datO of � � ma's
StcaklMK for a periW of ddny ( ) yew fmn

,State ' bf North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
October 29, 1998
Mr. Fred Cone, P.E.
1116 Greenway Road
Jacksonville, NC 28546
A&V:AWA'
1•r
NCDENR
ENVIRONMENT AND NATURAL RESOURCES
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 980817
Gateway Plaza
Onslow County -
Dear Mr. Cone:
The Wilmington Regional Office received a Stormwater Management Permit Application for Gateway
Plaza on August 29, 1998. A preliminary review of that information has determined that the application is
not complete. The following information is needed to continue the stormwater review:
1. Please relocate the southeast -most inlet into the pond. It drains over 1/3 of the total
impervious area associated with the project, but the inlet is situated such that only a small
portion of the pond area is available for treatment. Piping it up to the other inlet will be
satisfactory, or providing baffles in the pond that can create a long flow path (at least 3:1).
The top of the baffles should be higher than the storage elevation to prevent shortcircuiting.
2.- Please provide a location map on the plans.
3. The drainage area you use for calculation-puiposes (1,015,773) is different than the drainage
area listed on the supplement form (1,044;013). The drainage area must include the pond and
the pond slopes. Please revise.
4. As a result of #3 above, the surface area is deficient. Additionally, the SA/DA ratio for a 95 %
impervious pond at 6' deep, and 90 % TSS removal is 5.5 %, not 4.85. Please check:
5. Delineate all wetlands on site, or note oli"the !plans that none exist. I am'unable to approve a
plan where wetlands may exist which have -iioi' been delineated_ Detention ponds and other
treatment devices cannot be located zn wetlands.
6. Please label the pond's access/drainage easement.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%" recycled/10% post -consumer paper _

Mr. Cone
October 29, 1998
Stormwater Project No. SW8 980817
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to November 29, 1998, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee. The Division is allowed 90 days from the receipt of a completed application to issue the
permit.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\ADDINFO\980817.00T
cc: Linda Lewis
Jeff Zimmer
Central Files

Permit No. '-7
q(��
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a fully executed _
operation and maintenance agreement
1. PROJECT INFORMATION (please complete the following information):
Project Name: GatPway Playa
Contact Person: anhn I _ Pi Prre Surveying Phone Number_ (910 ) 346-980
For projects with multiple basins, specify which basin this worksheet applies to:
Basin Bottom Elevation 35.50 ft
Permanent Pool Elevation 41.50 ff
Temporary Pool Elevation 43.00 ft.
Permanent Pool Surface Area 52.000 sq. ft.
Drainage Area :
Impervious Area
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
SAMA1 used
Diameter of Orifice
Design TSS Removal
24 ac.
. 22.20 ac.
233, N6 cu. ft.
82,240 cu. ft.
58,300 cu. ft.
4.85%
4 1 in.
90 9c
II. REQUIRED ITEMS CHECKLIST
(average elevation of the floor of the basin)
(elevation of the orifice)
(elevation 'of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(surface area to drainage area ratio)
(85°% TSS removal required, see item k below) '
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Form SWU-102 January 1998 Page 1 of 2

Applicants Initials
7-0 G a. The temporary pool controls runoff from the 1 inch storm event.
�„ a b. The basin length to width ratio is greater than 3: 1.
�qv c. The basin side slopes above the permanent pool are no steeper than 3: 1.
-� d. A submerged and vegetated perimeter shelf at less than 6:1 is provided (show detail).
_;1*1 e. Vegetation above the permanent pool elevation is specified.
-x-&A f. An emergency drain is provided to empty the basin:
z✓JL g. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
-zpQc_ h. The temporary pool draws down in 2 to _5 days.
-z-Oy i. A trash rack is provided for both the overflow and orifice.
ewe, j. The forebay volume is approximately equal to 20% of the total basin volume.
2W� k. Sediment storage is provided in the permanent pooL
-we- 1. A 30-foot vegetative filter is provided at the outlet2 (include erosive flow calculations)
-x4X- m. Recorded drainage easement for each basin including access to nearest right-of-way.
zJe. n. A site specific operation and maintenance (O&M) plan is provided.
ZJw, o. A vegetation management/mowing schedule is provided in the O&M plan.
fit, p. Semi-annual inspections are specified in the O&M plan.
z q. A debris check to be performed after every storm event is specified in the O&M plan.
Z,eCr r. Specific clean -out benchmarks are specified in the O&M plan (elevation or depth).
_ s. - A legally responsible party is designated in the O&M plan3 (include name and title).
-LAc— t. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin.
Footnotes:
1 When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 The requirement for a vegetative filter may be waived if the wet detention basin is designed to meet 90% TS S removal.
3 The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
Form SWU-102 January 1998 Page 2 of 2

JOHN L. PIERCE - SURVEYING
Land Surveying - Land Planning - Mapping
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, N.C. 28541
Office: [phone] Fax No.: [phone]
E-Mail: [e-mail]
TO IMis.Linda Lewis
N.C. Department of Environment,
Health and Mural Resources-
127 North Cardinal Drive
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Drawings ❑ Attached ❑
❑ Copy of Letter ❑ Prints ❑
❑ Change order ❑
RECEIVEID AUG 1 1 199$;
letter of transmittal
DATE
AJOB NO.
August 10, 1998
ATTENTION
Ms. Linda Lewis
M
Gateway Plaza - Zimmer Development
Under separate cover via
Plans ❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NUMBER
DESCRIPTION
1
"Stormwater Management Permit Application"
1
Check in the amount of thtee hundred eidbty five
dollars ($385.00)
Requirements"rijrh 9 glitter Maintenance
1
Stormwater Calculations
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due 19
❑ Prints returned after loan to us
El
REMARKS Should you need any additional
information, please advise