SW8050414_HISTORICAL FILE_20060801 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 (3504 11
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
a336 0%01
YYYYMMDD

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August 7, 2006
Mr. M. Kirk Andrews, President
Footings of Wilmington, Inc.
3129 Braemar Lane
Wilmington, NC 28409
Subject: Stormwater Permit No. SW8 050414
Andrews Reach Phases I and II
High Density Subdivision Project
New Hanover County
Dear Mr. Andrews:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received a complete, modified Stormwater Management
Permit Application for Andrews Reach Phases I and II on July 24, 2006. 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 NCAC 2H.1000. We are forwarding Permit No.
SW8 050414 dated August 7, 2006, for the construction of the subject project.
This permit shall be effective from the date of issuance until August 7, 2016, 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 sixty (60) 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 [phone].
Sincerely;`
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/arl: S:\WQS\STORMWATER\PERMIT\050414.aug06
cc: James Fentress, Jr., PE, Stroud Engineering
Tony Roberts, New Hanover County Building Inspections
City of Wilmington Development Services
Division of Coastal Management
Linda Lewis
Wilmington-Regional,Ottice- N"o�` ,carohna
Central Files �vWurn!!y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Intemee www.ncwaterqualitv.ore Fax [phone]
An Equal OpportunitylAffinnative Action Employer — 50% Recycledl10 % Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 050414
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
Mr. M. Kirk Andrews & Footings of Wilmington, Inc.
Andrews Reach Phases I and II
Masonboro Loop Road & Pine Grove Drive, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of an underground infiltration trench in
compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the
"stormwater rules') and the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of
Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until August 7, 2016, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data. The permitted stormwater
system includes the collection system, bypass structures, the detention/storage
basins, the 36" (P conveyance piping, the infiltration trench and the vegetated
filter.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 351,782 square feet of
impervious area. This trench must be operated with a 50' vegetated filter.
3. Detention/storage basins are approved to store runoff prior to being dewatered
through an orifice into the infiltration system. The detention/storage basins must
each have a 6-inch thick clay liner to prevent infiltration. The dewatering orifice
must completely dewater each basin after each rainfall in less than 5 days.
4. Phase I of the subdivision has been permitted for a total of 40 single family lots,
each limited to a maximum of 5,000 ft of BUA. Phase II of the subdivision has
been permitted for 18 townhome units. The tract will be limited to the amount of
built -upon area as indicated in Section 1.7 on page 3 of this permit, and per the
approved plans.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 050414
5. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
6. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
7. The following design criteria have been provided
in the infiltration trench system
and must be maintained at design condition:
a. Drainage Area, 2cres:
17.41
Onsite, ft :
17.41
Offsite, ft2:
0
b. Total Impervious Surfaces, ft2:
351,782
C. Design Storm, inches:
1.5
d. Trench Dimensions, L x W x H, ft:
1600 x 5 x 4
e. Perforated Pipe Diameter/Length:
36"/1600
f. Bottom Elevation, FMSL:
3
g Bypass Weir Elevation, FMS�:
6
h. Permitted Storag%Volume, ft :
45,800
*Trench, ft :
20,226
:•36" Conveyance Piping, ft.
61200
Phase I Storage Basins, S :
14,056
•Phase II Storage Basin, I :
1,985
•Infiltrated during storm, ft :
3,333
i. Type of Soil:
Craven, Lakeland, Seagate
j. Expected Infiltration Rate, in/hr:
3.75
k. Seasonal High Water Table, FMSL:
1
I. Time to Draw Down, hours:
18
M. Receiving Stream/River Basin:
Hewletts Creek / Cape Fear
n. Stream Index Number:
18-87-26
o. Classification of Water Body:
"SA;HQW"
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of dewatering orifices, bypass structure,
filter media, flow spreader, catch basins, piping and vegetated filter.
g. A clear access path to all bypass structures must be available at all times.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 050414
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. 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
modification may be required for those deviations.
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.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. 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.
12. 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.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 050414
13. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 050414 as issued by
the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina,
Division of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built -upon area per single family lot is 5,000 square feet.
This allotted amount includes any built -upon area constructed within the
lot property boundaries, and that portion of the right-of-way between the
front lot line and the edge of the pavement. Built upon area includes, but
is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
g. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters which drain to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
14. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee,
the deed book number and page, and the stamp/signature of the Register of
Deeds.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 050414
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit modification issued this the 7th day of August 2006.
NORTH ROLINA NVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek,Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 050414
Andrews Reach
Stormwater Permit No. SW8 050414
New Hanover County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 050414
Certification Requirements:
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. All roof drains are located such that the runoff is directed into the system.
5. The bypass structure elevations are per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Tony Roberts, New Hanover County Building Inspections

OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
-2 -2oofo
`V¢?A # 2_75(
1 sw 8 GSG 14
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Footings of Wilmington, INC.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Mg. Kirk Andrews, President
3. Mailing Address for person listed in item 2 above:
3129 Braemar Lane
City: Wilmington State: NC
Telephone Number. ( 910 ) 397-0609
28409
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications. letters, operation and maintenance agreements, etc.):
Andrews Reach Phase I & II
5. Location of Project (street address):
3300 Masonhoro Loop Road
City: _UiImin gton County: New Hanover
6. Directions to project (from nearest major intersection):
From intersection of College & Oleander, East on Oleander, Right on Pine
Follow Pine Grove to intersection of Pine Grove & Masonboro, site on right
7. Latitude: N34 degrees 11' 4" Longitude: W77 degrees 51' 41" of project
8. Contact person who can answer questions about the project:
Name: Zak Shipman, Stroud Engine erinFfelephone Number: (910 1 815-0775
it. PERMIT INFORMATION:
L Specify whether project is (check one): New Renewal X Modi0cation
FormSWU-101 Version3.99 Page I of

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number SW8 95Z51/, 050444 and its issue date (if known) 6/ 14 /05
3. Specify the type of project (check one):
—i ow Density X High Density Redevelop General Permit _Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major %Sedimentation/Erosion Control _404/401 Permit _NPDES Stormwater
on required state permits can be obtained by contacting the Customer Service Center at
Ill. PROIECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
((ne toltwo pages) describing stormwater management for the project.
Stormwater wi11 be detained in city detention ponds and conveyed to a
36"linfiltration trench for treatment.
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Project Area: 27.3 acres 4. Project Built Upon Area: 2916 %
5. How many drainage areas does the project have? 1
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project,lattach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
see attached
Receiving Stream Class
Drainage Ar',ea
Existing Imperviousw Area
Proposed Impervious*Area
% Impervlous* Area (total)
ImperviouslSurface Area
Drainage Area I
Drainage Area 2
On -site Buildings
On -site Streets
On -site Parking
On -site Siclewalks
Other on -site
Off -site
Total:
I Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-1 II Version 3.99 Page 2 of

SECTION III- 6.
BASIN INFORMATION EX. PHASE 1 I PROPOSED PH. 2 1 OVERALL PROJECT
RECEIVING STREAM NAME
3RIDGES CREEH
BRIDGES CREEK
BRIDGES CREEK
RECEIVING STREAM CLASS
SA
SA
SA
DRAINAGE AREA
15.31
2.10 AC
17.41 AC
EXISTING IMPERVIOUS AREA
305,143 SF
0
305,143 SF
PROPOSED IMPERVIOUS ARE
0
46,639
46.639
% IMPERVIOUS AREA
40.2
50.98
46.38
IMPERVIOUS SURFACE AREA —ALL UNITS IN SQUARE FEET
ON SITE BUILDINGS
206,775
18,000
224,775
ON SITE STREETS
82,898
18,128
101,026
ON SITE PARKING
0
5,657
6,657
ON SITE SIDEWALKS
15470
4,854
20,324
OTHER ON SITE
0
0
0
OFFSITE
0
0
0
TOTAL 1 306,143 46,639 351,782
Notes:
1. Original permitted impervious area for Phase 1 was 339J43 sf. This included an allotment of 34,000
square feet of impervious area labeled "Future Development." That area has been subtracted from
the "Existing Impervious Area" of Phase 1
RECEIVED
JUL 2 4 2006
DWQ
PROJ #

7. How was the off -site impervious area listed above
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
SW8 Doi (4 M(i as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than See Note square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, thatthe required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Single family lots I-40=5000 SF/Lot
Multifamily Area = 46,639 SF Impervious Total
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submil(ed to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
nextto each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of Stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name el
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and Stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENTAUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf', please complete this section.
Designated agent (individual or firth): n�7Ro o iGfnl p,7�,
Mailing Address: ioz 7R Gntc;,Nv� Pa,vE
City: ph m ,n, RTb I State: kx-- Zip: 28yos
Phone: Fax: ( qio ) il15'-0aS3
Vill. APPLICANT'S CERTIFICATION
(print or tvne name of nerson listed in General Information. item 2) M - ^I i IL— Ai&-QviS
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective cGvcnar2,t4 will be r (1, and that proposed project complies with the requirements of 15A
NCAC 21-1 /
Date:
V /
Form SWU-101 Version 3.99 Page 4 of 4

STROUD ENGINEERING, P.A.
' 102-D Cinema Drive
WILMINGTON, NC 28403
[phone]
TO
WE ARE SENDING YOU 9 Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑ _
dIETTIEN OGP VKZr^ G`93WUVV 11
DATE
7 LI 04
JOB NO.
p (p
ATIENTIO
K
RE:
Nil
'9vJ o8 r,5e�ilt �
the following items:
❑ Samples ❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
1
(-crir
THESE ARE TRANSMITTED as checked below:
JQ For approval
❑ For your use
lji� As requested
❑ For review and comment
❑ FORBIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
11
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED:
if enclosures are not as noted, kindly notify us at once.

4
Iz

STROUD ENGINEERIN
CONSULTING ENGINEERS
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
[phone]
,S(NZDSo
July 21, 2006
NCDENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Alin: Ms.Linda Lewis
Re: Andrews Reach SW8 050414
Dear Ms. Lewis,
Enclosed please find 2 sets of stormwater management plans as well as an updated Section III.6 of
the application per your email request of July 11. The overall project drainage area has been corrected to
show 17.41 acres as requested. All other columns have been updated in light of this change. It is my
understanding that these are the last necessary items to complete the permit modification for this project.
Please review this information at your convenience in consideration of [lie issuance of a permit for the site.
If I may be of further assistance, please don't hesitate to call me at (910) 81"775.
Regards,
Zak Shipman, El
Stroud Engineering, PA
wZS/zs
F:/masta/pw476/wpd/sw3.doe
107 COMMERCE ST HESTRON PLAZA TWO
SUITE B 102-D CINEMA DRIVE 151-A HWY. 24
GREENVILLE, NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

Andrews Reach SW8 050414
Subject: Andrews Reach SW8 050414
From: Linda Lewis <[e-mail]>
Date: Tue, 11 Jul 2006 17:38:05 -0400
To: Zak Shipman <[e-mail]>
Zak:
You sent me only one set of the revised plans. Please remember that I ALWAYS need
TWO sets of the plans.
The drainage areas shown on the originally approved plans that drain to the ponds &
trenches, add up to 15.31 acres. When you add in the 2.10 acre "Future" development
area, the total drainage area is 17.41 acres, not 19.42 acres. Please revise the
BUA breakdown section to reflect this.
Thanks, Linda
I of 1 7/11/2006 5:38 PM

STROUD ENGINEERING, P.A.
102-D Cinema Drive
WILMINGTON, NC 28403
[phone]
TO
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WE ARE SENDING YOU ❑ Attached $0 Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order 0—
dIEVVIEn W UnLaGv1@WP5 4Lad
DATE
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JOB NO.
Yw476a
ATTENTI N
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RE:
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H.OrdD bEI.OTL- the followine items:
❑ Samples d Specifications
COPIES DATE NO. DESCRIPTION
r GvtSFO Pe.A j Sirs
Casa— LE772�J�—
THESE ARE TRANSMITTED as checked below:
;f(7 For approval
❑ For your use
As requested
❑ For review and comment
❑ FOR BIDS DUE
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
APR
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY
SIGNED:
I/enclosures are notes noted, kindly notify us at once.

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
102-D CINEMA DRIVE
2006/vILMINGTON, NORTH CAROLINA 28403
[phone]
t Division of Water Quality
Attn: Ms. Linda Lewis
127 Cardinal Drive
Wilmington, NC 28409
Re: Andrew's Reach, Phase II-SW8 050414 Mod
Dear Linda,
Attached please find updated plans and calculations for the reference site. Per your request, I have
changed several details on the plans and would request your consideration for approval and issuance of a
stormwater permit for the site. Namely, 1 have made the following changes as listed below:
• As discussed in our previous email communications, the basis for selecting slot elevations for
the basins permitted in Phase I was to control the rate of post development flow in
accordance with City regulations as well as contain the first inch and half of runoff and
require that volume to slowly drawdown into the infiltration trench system. 1 have attached
the original calculation faxed to Rob Gordon when we permitted Phase I illustrating the slot
elevations and volumetric calculations.
• The bottom elevation of Basin I may have been listed at 7.0 on an application form when
Please I was permitted, however on my set of approved Phase I drawings it shows the outlet
orifice at 8.0 elevation and the slot at 10.0 elevation. This was how the basin was constructed.
In any rate, the required storage below the slot has been achieved by setting the slot elevation
at stage 2.0 or elevation 10.0 (pond volunetrics and depth are the same, the elevations were
changed to avoid bubble -ups at curb inlets during floods) which guarantees the required
storage for the treatment volume. I have updated the outlet structure detail on the attached
drawings to indicate the correct elevations. The proposed outlet structure modification will
guarantee both post development flow containment as well as provide the required 2-5 day
drawdown for the treatment volume.
• 1 have specified bottom elevations for both the new Phase 2 basin as well as for the existing
Please I basin. Note that I have labeled the Phase I basin I bottom elevation as 8.0 as
previously discussed.
• As indicated in my previous email, the bio-retention structure is needed in the cul-de-sac
island and was included at the recommendation of the City. It is not intended to provide any
documented State water quality treatement benefits. It certainly will not be built to typical
bio-retention basin standards as required for State water quality treatment, but we thought it
would be a welcome addition to provide some undocumented benefits.
I hope these explanations make sense of this complicated permit modification. If I can be of
further assistance, please don't hesitate to let me know.
Regards,
Zak Shipman, El
Stroud Engineering, PA
107 COMMERCE ST. HESTRON PLAZA TWO
SUITE B 102-D CINEMA DRIVE 151-A HWY. 24
GREENVILLE, NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

RE: Andrews Reach SW8 050414 Mod.
M
Subject: RE: Andrews Reach SW8 050414 Mod.
From: "Zachary Shipman" <[e-mail]>
Date: Thu, 16 Mar 2006 17:02:55 -0500
To: "Linda Lewis" <[e-mail]>
Linda,
Sorry for the delayed reply --I have been out sick for the past few days. I am
reviewing our permit for this project to compile the needed information. I will
try to address your concerns the best I can:
--The outlet structure slot elevations were selected with two goals in mind; first
was to provide storage for the first inch and half while simultaneously providing
pre and post detention control to meet City standards. The hydraulics of the
system are pretty complex, so we attempted to meet each pre and post requirement at
each individual basin instead of the overall system as a whole.
--The bottom elevation for Basin 1 is 7.0 with a top of 12.0. This is how the
basin was originally permitted. For some reason, I copied an older version of
Basin 1 into the Phase II drawing showing the bottom at el. 8.0 with a top of 13.0.
The volumetrics are identical, just a mislabeling of elevations. I will correct
this on the next set of drawings.
--The detail for the Basin 1 outlet structure modification is in error which will
also be corrected on the next set of plans. Note that the only reason that I have
included a Basin 1 outlet structure modification is because of the addition of some
impervious to the access road leading into the Condos between the two ponds (for
pre -post control). I counted this impervious towards the amount already alloted
for "future development" in the original permit so the water treatment would be
homogenious across the site.
--The bioretention structure detail is for a depressed area in the cul-de-sac
island which was a recommendation by the City in our preliminary design. This area
is not intended to be permitted as a treatment BMP by the State, so I have not
included it in our permit modification. The developer desired a less rigorous
planting requirement for the area, so we chose not to use it as a BMP, but rather
as an "extra"
--Lastly I am running numbers for the treatment volume and will forward our
conclusions as soon as I can, but I wanted to give you the info I have readily
available. The original permit was pretty complicated and I know all the numbers
jived when we permitted it. I will get back with you with that info as soon as I
can. If you want to sit down and discuss, I can do so anytime next week. Just let
me know,
Thanks,
Zak Shipman
-----Original Message -----
From: Linda Lewis [mailto:linda.lewis®ncmail.net]
Sent: Tuesday, March 14, 2006 12:34 PM
To: Zachary Shipman
Cc: jimmy fentress; Robert Gordon
Subject: Andrews Reach SW8 050414 Mod.
Zak:
I'm having a little trouble duplicating the previously permitted volume
of 43,755 cubic feet. Rob could not explain some of the calculations to
me, so I went back to gain an understanding before I modified the
permit. As I understand it, the four City basins provide storage for
1.5" of runoff from their respective drainage areas while it's being
decanted via the orifice into the infiltration trench system. The
I oft
3/20/2006 3:45 PM

RE: Andrews Reach SW8 050414 Mod.
orifice is located at the bottom of each basin to ensure that it drains
completely and dries out between storms. Please be aware that submitting
a modification essentially opens up the whole permit to review again.
Keep this in mind when reading the remainder of this email. My questions
are:
1. Each basin has an outlet structure with an overflow slot set at a
specific elevation. What was the basis for choosing this elevation?
2. The calculations dated June 13, 2005, indicate that 3,333 cubic feet
of volume is infiltrated during the storm event. We do not allow the
volume that is infiltrated during the storm event to be counted or
subtracted from the required minimum storage volume to be provided in
the system. However, since it was previously permitted we will continue
to allow it under this modification. In the future, please do not
include the volume that is infiltrated during the storm in the
calculations. The net volume to be stored is reduced by 3333 to 41,530
cubic feet.
3. Has the bottom elevation for Basin #1 been raised to elevation 8? It
was previously approved with a bottom elevation of 7.0. The basin volume
calculations you submitted with this modification start at elevation
8.0. When I go back and recalculate the volumes provided in each basin
from the bottom elevation to the overflow slot (based on the June 13,
2005 calculations for Basins 2, 3, & 4 and the December 29, 2005
calculations for Basin 1) I am coming up with approximately 12,500 cubic
feet total for the basins. Adding this to the 6,786 cubic feet provided
in the 960 linear feet of infiltration piping, and the 20,226 provided
in the trench system, the grand total is only 39,178 cubic feet, which
is 2,352 cubic feet short. Perhaps some of the other overflow slot
elevations could be raised up to provide the additional volume and
included in this modification.
4. The detail of the existing release structure for Basin 41 is
incorrect- the elevation of the overflow slot is shown as 10.0 and the
orifice invert is shown as 11.0. (That doesn't make sense, anyway).
Please revise the overflow slot elevation to 9.0 and the orifice invert
to 7.0, as previously permitted.
5. The originally approved plans do not specify the bottom elevations
for any of the City storage basins. Please add the bottom elevations to
the basin section detail showing the clay liner.
6. Sheet 8 of 9 of the Phase II plans submitted on January 3, 2006,
show a "Bio Retention Area Outlet Structure" detail. I don't see where
the original permit included a bio-retention basin. Why is this detail
on the plans?
Reviewing a modification to a permit that I didn't write in the first
place can be messy. For my own enlightenment, we may need to schedule a
meeting to get this straightened out, unless you have the answers. Let
me know.
Thanks,
Linda
2 of 2 3/20/2006 3:45 PM

Andrews Reach SW8 050414 Mod.
Subject: Andrews Reach SW8 050414 Mod.
From: Linda Lewis <[e-mail]>
Date: Tue, 14 Mar 2006 12:33:33 -0500
To: Zachary Shipman <[e-mail]>
CC: Jimmy Fentress <[e-mail]>, Robert Gordon <[e-mail]>
Zak:
I'm having a little trouble duplicating the previously permitted volume of 43,755
cubic feet. Rob could not explain some of the calculations to me, so I went back to
gain an understanding before I modified the permit. As I understand it, the four
City basins provide storage for 1.5" of runoff from their respective drainage areas
while it's being decanted via the orifice into the infiltration trench system. The
orifice is located at the bottom of each basin to ensure that it drains completely
and dries out between storms. Please be aware that submitting a modification
essentially opens up the whole permit to review again. Keep this in mind when
reading the remainder of this email. My questions are:
1. Each basin has an outlet structure with an overflow slot set at a specific
elevation. What was the basis for choosing this elevation?
2. The calculations dated June 13, 2005, indicate that 3,333 cubic feet of volume
is infiltrated during the storm event. We do not allow the volume that is
infiltrated during the storm event to be counted or subtracted from the required
minimum storage volume to be provided in the system. However, since it was
previously permitted we will continue to allow it under this modification. In the
future, please do not include the volume that is infiltrated during the storm in
the calculations. The net volume to be stored is reduced by 3333 to 41,530 cubic
feet.
3. Has the bottom elevation for Basin 41 been raised to elevation 8? It was
previously approved with a bottom elevation of 7.0. The basin volume calculations
you submitted with this modification start at elevation 8.0. When I go back and
recalculate the volumes provided in each basin from the bottom elevation to the
overflow slot (based on the June 13, 2005 calculations for Basins 2, 3, & 4 and the
December 29, 2005 calculations for Basin 1) I am coming up with approximately
12,500 cubic feet total for the basins. Adding this to the 6,786 cubic feet
provided in the 960 linear feet of infiltration piping, and the 20,226 provided in
the trench system, the grand total is only 39,178 cubic feet, which is 2,352 cubic
feet short. Perhaps some of the other overflow slot elevations could be raised up
to provide the additional volume and included in this modification.
4. The detail of the existing release structure for Basin 41 is incorrect- the
elevation of the overflow slot is shown as 10.0 and the orifice invert is shown as
11.0. (That doesn't make sense, anyway). Please revise the overflow slot elevation
to 9.0 and the orifice invert to 7.0, as previously permitted.
5. The originally approved plans do not specify the bottom elevations for any of
the City storage basins. Please add the bottom elevations to the basin section
detail showing the clay liner.
6. Sheet 8 of 9 of the Phase II plans submitted on January 3, 2006, show a "Bio
Retention Area Outlet Structure" detail. I don't see where the original permit
included a bio-retention basin. Why is this detail on the plans?
Reviewing a modification to a permit that I didn't write in the first place can be
messy. For my own enlightenment, we may need to schedule a meeting to get this
straightened out, unless you have the answers. Let me know.
Thanks,
Linda
I of 1 3/14/2006 12:33 PM

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
29,(2W-V15-0775
NCDENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn: Ms. Linda Lewis
Re: Andrews Reach, Phases I & 11, SW8 050414
RECEIVED
JAN 0 3 2006
DWQ ` y�
pRoj 0 5 " 6 0504-14-) it
Dear Ms. Lewis,
Enclosed please find revised plans, calculations, and draft restrictive covenants for the subject
project. Per your letter of December 2, 1 have made several revisions to the plan and are resubmitting for
your review. I have attempted to structure this resubmittal towards combining both the previously
permitted Phase I system and new Phase 2 system into a combined infiltration system. Namely, several of
the modifications are as follows:
• The previously issued permit for Phase I included a drainage area of 17.41 acres. An
allotment of 34,000 sf of impervious was included in this area to provide additional space in
the trench system for Phase 2 development. The 2.01 acres of drainage are were not included
in the area because we knew at the time a City detention basin would be required. I have
changed the drainage area to be the correct 19.42 acres in the calculations and also reworked
the calculations to verify the adequacy of the combined Phase 1 and Phase 2 system capacity.
This determination is based on an overall volume calculation for the combined system.
Volume for the new Phase 2 is to be detained below the overflow slot in the new Phase 2
detention basin and routed to the trench system.
• 1 have attached draft covenants for the overall project (Phase I and 2). No map has been
recorded for Phase 1 as of yet and no lots have been sold. These covenants will be recorded
prior to the sale of any lots.
• The dimension for driveway width has been added to the detail.
• The typical cross section has been corrected with regards to sidewalks. Sidewalk will only
exist on one side of the street as shown.
• Calculations are now for the combined 19.42 acres drainage area and total impervious surface
quantity. A calculation for the localized effect of Phase 2 has been included to ensure that we
do not surcharge the system at the new Phase 2 area.
• The application has been corrected as required to stale "Footings of Wilmington, Inc" as well
as call the modified permit "Andrews Reach Phase I & It." We understand that the modified
permit will include both Phase I and 2 systems as a combined system and be revised as a
residential permit in lieu of the incorrect commercial permit previously issued.
Also please note that some changes have been made as a result of City ordinance requirements since our
last submittal. All impervious area figures have been corrected on the plans, application and calculations.
Please consider this resubmittal towards the issuance of a stormwater permit such that we may move
forward towards project construction. If I may be of further service, don't hesitate to call me at 815-0775.
Best,
Zak Shipman, E.I.
Stroud Engineeirng, P.A.
107 COMMERCE ST. HESTRON PLAZA TWO
SUITE 6 102-D CINEMA DRIVE 151-A HWY. 24
GREENVILLE, NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

STROUD ENGINEERING, P.A.
102-D Cinema Drive
WILMINGTON, NC 28403
[phone]
TO lk-D I-
91�11}.o0 �laA-tFs���e.�T4
WE ARE SENDING YOU
❑ Shop drawings
❑ Copy of letter
LIEUV K OCR
DATE JOB NO.
I'LI IDW 1 lam` 74
AI TEN �IrD
RE.
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❑ Attached f I Under separate cover via the following items:
❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Change order ❑
COPIES
DAIS
NO.
DESCRIPTION
f
CAe.a L.Al_j u tf
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THESE ARE TRANSMITTED as checked below:
� For approval
❑ For your use
�F As requested
V1, For review and comment
❑ FORBIDS DUE
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
x.
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY
SIGNED:
If enclosures are not as noted, kindly notify us at once.

NCDENR Stormwater Management Plan
For
Andrew's Reach Phase I and II
SW8 050414 Modification
t�••FESS�
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P.E.
20343
� �•�tiG/NG-GP.� � .
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Date
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Client: MI. Kirk Andrews, President
Footings or Wilmington, Inc RECEIVED
� E IVE
3129 Braemar Lane
Wilmington, NC 28405
JAN 0 3 2006
DWQ
P$OJ * SW 8 OSO 41 ¢ /L((,o
Prepared by: Stroud Engineering, P.A.
102-D Cinema Drive
Wilmington, NC 28405

STROUD ENGINEERING, P.A.
3961-A Market Street
WILMINGTON, NORTH CAROLINA 28403
[phone]
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STROUD ENGINEERING, P.A.
3961-A Market Street
WILMINGTON, NORTH CAROLINA 28403
[phone]
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PROJECT:
ANDREWS REACH PHASE 2
JOB #
PW476
DESIGNED BY:
WZS
DATE
09101/05
REVD
12128/2005
NCDENR STATE STORMWATER CALCULATIONS
SITE SPECIFICS
DRAINAGE AREA (AC) 2.01
PROP. IMPERVIOUS AREA (AC) 1 1.07
% IMPERVIOUS I 0.53
PERVIOUS AREA (AC) 0.94
% PERVIOUS AREA UA
STATE TREATMENT FOR FIRST 1.5' OF RAINFALL
RUNOFF= 0.05+0.009'%IMPERVIOUS
RUNOFF= 0.53 IN
REQUIRED TREATMENT VOLUME= 1.5" x RUNOFF x AREA x 43560 SF/AC /12 IN/FT
VOLUME= 5791 CIF
Phase 1 Permit made allowance for 34,000 sf of impervious area under the label "Future Development'.
Consider Additional Impervous area added to system and adjust detained and infiltrated volume accordingly.
ADDITIONAL IMPERVOUS AREA TO EXISTING BASIN 1: 4,367 SF
ORIGINAL AREA ACCOUNTED FOR AS FUTURE DEV. 34,000 SF
NET ALLOWABLE IMPERVIOUS AREA ACCOUNTED FOR
IN ASSOCIATION WITH 2.01 AC. DRAINAGE AREA 29,6 3-31 SF
TOTAL IMPERVOUS PROPOSED= 46,639 SF
LESS IMPERVOUS TO EX. BASIN 4,367
TOTAL:
LESS ALLOWABLE IMPERVIOUS FOR 2.01 AC
DRAINAGE AREA;
TOTAL ADDITIONAL IMPERVIOUS TO BE
TREATED
42,272 SF
29,633 SF
12,639 SF
USE PROPOSED CITY DETENTION BASIN TO DETAIN VOLUME UNDER OVERFLOW SLOT. THIS WILL ALLOW DRAWDOWN
OF FIRST INCH AND A HALF OVER 2-5 DAY PERIOD INTO INFILTRATION TRENCH SYSTEM.
CALCULATE ADDITIONAL VOLUME TO BE TREATED DUE TO INCREASE IN IMPERVIOUS AREA:

DRAINAGE AREA (AC) 2.01
PROP. IMPERVIOUS AREA (AC)
% IMPERVIOUS
PERVIOUS AREA (AC)
% PERVIOUS AREA
0.29
0.14
1.72
0.86
STATE TREATMENT FOR FIRST 1.5" OF RAINFALL
RUNOFF= 0.05+0.009'%IMPERVIOUS
RUNOFF= 0.18 IN
REQUIRED TREATMENT VOLUME= 1.5" x RUNOFF x AREA x 43560 SF/AC 112 IN/FT
VOLUME= 1988 CF
ONLY 1,968 CF OF ADDITIONAL VOLUME NEED BE CONSIDERED FOR THIS MODIFICATION:
THIS VOLUME CAN BE DETAINED ABOVE PERMANENT POOL OF THE POND BUT BELOW OVERFLOW
SLOT AND BE DRAWNDOWN OVER THE COURSE OF 2-5 DAYS
VOLUMES ABOVE PERMANENT POOL:
INC. VOLUME (CF) TOTAL VOL
10
2087
11
2780
2434
2434
12
3513
3147
5580
13
4271
3892
9472
TOTAL
9472
OVERFLOW SLOT STAGE (FROM ROUTING) _
VOLUME UNDER SLOT:
.25
1985 CF ��'�� o

PROJECT: ANDREWS REACII PIIASE 2
PROJECT NO.: PW-176
10 YR STORM ROUTING SHEET i OF 3
INFLOW HYDROGRAPH
Op= 8.5 cfs
Tp = 26.97 min
Time min
Inflow cfs
0
0
2.697
0,208
5,394
0.811
8.091
1.750
10,788
2.934
13.485
4.247
16,182
5,559
18,879
6.744
21.576
7.685
24.273
8.290
26.970
8.500
29.667
8,294
32.364
7,693
35.061
6.807
37.758
5,977
40,455
5,248
43,152
4,609
45,849
4.047
40,546
3,554
51,243
3,120
53.940
2,740
56.637
2,406
59.334
2.113
62.031
1.855
64.728
1.629
67.425
1,430
70.122
1.256
72,8191
1,103
75.516
0,968
78.213
0,850
80.9101
0.747
Inflow (ds)
9
8 ••♦
7
6 ---•
£6 •
• • ♦Inflow (cls)
4
a 3 •♦
1 �
0
0 20 40 60 80 100
time (minute)
DATE: SEPT. 1, 2005

PROJECT: ANDRFWS RF.AC11 PHASE 2 DATE: SEPT. 1, 2005
PROJECT NO.: PW-476
10 YR STORM ROUTING SHEET 2 OF 3
STAGE -STORAGE RELATION
ELEV.
Surface Area
Inc. Volume
Acc. Vol.
Stage
S
Z
10
2087
0
0
0
0
0
11
2780
2434
2434
1
2434
1
12
3513
3147
5580
2
5580
2
13
4271
3892
9472
3
9472
3
ADJUST VALUES FOR NON PRISMATIC POND SECTION
KS = 2433.5 Ks'= 2433
b= 1,237023782 b'= 1.23377
STAGE -STORAGE CURVE
3.5
3
C 2.5
w 2 ♦ STORAGE
1.5 —Poly. (STORAGE)
rn 1
y = -1 E-08x2 + 0.0004x
0 0.R' = 0.9997
0
0 2000 4000 6000 8000 10000
STORAGE(CF)

PROJECT: ANDREWS REACII PIIASE 2
PROJECT NO.: PW-476
10 YR STORM ROUTING SHEET 3 OF 3
10 YR STORM ROUTING
ORIFICE (IN) = 1.25
ORIFICE AREA (SO. FT.) = 0.009
WEIR LENGTH (FT) = 1.00
WEIR HEIGHT (FT) = 0.50
WEIR AREA (SF) = 0.50
TIME
INFLOW
STORAGE
STAGE
OUTFLOW
0.000
0.000
0.00
0.00
0.00
2.697
0.208
0.00
0.00
0.00
5.394
0.811
33.63
0.03
0.00
8.091
1.750
164.84
0.11
0.00
10.788
2.934
447.45
0.25
0.02
13.485
4.247
919.68
0.45
0.02
16.182
5.559
1602.94
0.71
0.03
18.879
6.744
2497.39
1.02
1.04
21.576
7.685
3421.10
1.32
1.69
24.273
8.2901
4390.83
1.61
2.15
26.970
8.5001
5383.72
1.90
2.53
29.667
8.2941
6350.39
2.18
2.83
32.364
7.6931
7234.36
2.42
3.08
35.061
6.8071
7981.21
2.62
3.27
37.758
5.9771
8553.99
2.77
3.46
40.455
52481
8970,47
2.88
3.50
43.152
4.6091
9253,74
2.95
3.56
45.849
4.0471
9423.36
3.00
3.60
48.546
3.5541
9496.141
3.02
3.66
51.243
3.1201
9479.121
3.01
3.64
53.940
2.7401
9395.531
2.99
3.59
56.637
2.4061
9257.791
2.95
3.56
59.334
2.1131
9070.831
2.91
3.52
62.031
1.8551
8843.041
2.85
3.47
64.728
1.6291
8581,811
2.78
3.41
67.425
1.4301
8291631
2.70
3.34
70.122
1.2561
7984.221
2.62
3.27
72.819
1.1031
7658.631
2.53
3.19
75.516
0.9681
7321.341
2.44
3.10
78.213
0.8501
6976.311
2.35
3.01
80.910
0.7471
6627.061
2.25
2.91
83.607
0.6561
6276.751
2.16
2.81
86.304
0.5761
5928.171
2.06
2.70
89.001
0.5061
5583.831
1.96
2.59
91.698
0.4441
5246,001
1.86
2.48
94.395
0,3901
4916,721
1.77
2.36
97.092
0,3421
4597.841
1.68
2.24
99.789
0.3011
4291.041
1.58
2A 1
102.486
0.2641
3997.85
1.50
1.98
105,183
0,2321
3719.70
1.41
1.85
107,880
0.2041
3457.90
1.33
1.71
110.577
0.1791
3213.66
1.25
1.57
113.274
0.1571
2988.14
1.18
1.43
115.971
0.1381
2782.42
1.11
1.28
118.668
0.1211
2597.53
1.05
1.13
121,365
0,1061
2434.47
1.00
0.97
124.062
0.0931
2294.25
0.95
0.81
126.759
0.0821
2177.88
0.91
0.65
129A56
0.072
2086.50
0.88
0.47
132.153
0.063
2021.60
0.86
0.28
134.850
0.055
1985.9
0.85
0.04
137.547
0.049
1989.20
0.85
0.04
140.244
0.043
1991.35
0.85
0.06
142.941
0.038
1987.96
0.85
0.04
145.638
0.033
1988.31
0.85
0.04
l/ol, uvAC-
DATE: SEPT. 1. 2005
THRESHOLD STAGES
ORIFICE 1 0.104167
ORIFICE 2 0.85
OVERFLOW 3
INFLOW VS OUTFLOW
9,000
N
♦
8.000
7,000
CHECK VALIDITY OF ADJUSTED VALUES FOR POND
STAGE -STORAGE RELATIONSHIP
rx33•rL•L•7:Sy-1:bylill�x.�i1�➢i�i�
POST DEVELOPMENT FLOW <PREDEVELOPMENTFLQW

PROJECT: ANDREWS REACH --PHASE 2
PROJECT k: PW476
DATE: 08/24/05
CITY OF WILMINGTON STORMWATER CALCULATIONS
AREA 1
TOTAL DRAINAGE AREA (AC) =
2.01
PROPOSED IMPERV AREA(AC)=
0,97
% IMPER AREA = 0.483
PROPOSED PERVIOUS AREA (AC)= 1 1.04
% PERVIOUS = 0.517
USE PREDEVELOPMENT C = 0.25
USE FULLY DEVELOPED C = 0.95
PROPOSED COMPOSITE "C"= 0.59
INTENSITY WITH 5 MIN T,
10 YR INTENSITY(IN/HR)= 7.23
50 YR INTENSITY(IN/HR)= 8.87
10 YR. PREDEVELOPMENT FLOW Q = CIA C = 0.25
Qpre(CFS) = 3.63 I (IN/HR) = 7.23
A = AREA(AC) - 2.01
10 YR, POST DEVELOPMENT FLOW Q = CIA C = 0.59
Qpost(CFS) = B.5 I (IN/HR) = 7.23
A = AREA(AC) - 2.01
50 YR. PREDEVELOPMENT FLOW Q=CIA C= 0.25
Qpre(CFS)= 4.5 I(IN/HR)= 8.87
A= AREA (AC) 2.01
50 YR. POST DEVELOPMENT FLOW 0 = CIA C = 0.59
Qpost(CFS)= 10.5 I(IN/HR)= 8.87
A = AREA(AC) = 201
SOIL AS GIVEN BY THE NEW HANOVER COUNTY SOIL SURVEY- CRAVEN, LAKELAND, SEAGATE
HYDRAULIC GROUP "B"
CURVE NUMBER
IMPERVIOUS = 98
OPEN SPACE (75 % GRASS) = 61
COMPOSITE CURVE NUMBER (CN) = 98 X (.541) +61 X (.459)
S = (1000/CN) -10 =
2.681
PRECIPITATION 10 YR 6 HOUR STORM (IN) = 4.82
PRECIPITATION 50 YR 6 HOUR STORM (IN) = 6.40

10 YR RUNOFF =(P -.2S)"2/(P +.8S) = 2.63
50 YR RUNOFF =(P-.2S)^2/(P +.8S) = 4.02
TIME TO PEAK (Tp) (MIN) _ (43.5 X AREA X RUNOFF)/POST Q
10 YR Tp (MIN) = 26.97
50 YR Tp (MIN) = 1 33.57
REQUIRED STORAGE
10YR STORAGE (CF) _ (Qpost - Opre)Tp X 1.39 X 60 = 11041
50YR STORAGE (CF) _ (Qpost - Qpre)Tp X 1.39 X 60 = 16862
TOTAL DETENTION VOLUMES ABOVE PERMANENT POOL
ELEV (FT)
SA POND (SF)
NCR. VOL. (CF CUM. VOL (CF)
10
2087
11
2780
2434 2434
12
3513
3147 5580
13
4271
3892 9472
TOTAL 9472
10 YR STORAGE (CF)=
10 YR. STAGE (FT)
10 YR STORAGE ELEVATION
50 YR. STORAGE (CF)=
50 YR. STAGE
150 YR STORAGE ELEVATION=
11041
1 3.74
16862
4.90
14.90
DRAWDOWN TIME (2-5 DAY)
TOTALSTORAGE=
11041
2 DAY FLOW (CFS)=
0,06389374
5 DAY FLOW (CFS)=
0,025557496
2 DAY AREA (SF)=
0,006865752 DIAMETER (IN)=
5 DAY AREA (SF)=
0.002746301 DIAMETER (IN)=
USE 1.0 INCH ORIFICE AT OUTLET STRUCTURE
DRAWDOWN FLOW=
DRAWDOWN TIME=
EMERGENCY SPILLWAY DESIGN
Q=3.3LH-3/2
0.050731457
2.52
LIMIT HEIGHT TO 0.5
L= 8.98 MAKE SPILLWAY 10 FEET LONG
1.122252
0.709775

rw v5ED
(�3(y-I SF 6F �,DD-11DNA� )MPEw=A PROTECT: pNDREN5 REACH
( PROTECT e: PW4]8
DATE: 03M1105
CRY OF WILMINGTON STORNIW
AREA I
TOTAL DRAINAGE AREA (AC)
PROPOSED IMPERV AREA (AC)=
%IMPER AREA
PROPOSED PERVIOUS AREA (AC)•
% PERVIOUS
USE PREDEVELOPMENT C •
USE FULLY DEVELOPED C
PROPOSED COMPOSITE'C -
cALcuunoNs
3 44
1 0a
0.485
184
0.535
025
095
0.58
INTENSITY W TH 5 MIN T.
10 YR INTENSITY(INMR)-
7.23
50 YR INTENSITY(INIHR)•
8,87
10 YR. PREDEVELOPMENT FLOW O- CIA
C=
0.25
Qpre(CFS)
F 8.22 I(INMR)=
723
A=AREA(AC)-
3.N
10 YR. POST DEVELOPMENT FLOW O=CIA
C=
0.58
Owsl(CFS)•
14.3 I(IWHR)=
7.23
A=AREA(AC)-
344
50 YR. PREDEVELOPMENT FLOW O=CIA
C=
025
Opre(CFS)•
].8 I(IWHR)=
8.87
A=AREA (AC)
344
SO YR, POST DEVELOPMENT FLOW O=CIA C= O58
Opoe1(CFS) F 9.8 I (INIHR)= 897
A=AREA(AC)• 344
SOIL AS GIVEN BY THE NEW HANOVER COUNTY SOIL SURVEY- CRAVEN, LAKEIAND, SEAGATE
HYDRAULIC GROUP'B'
CURVE NUMBER
IMPERVIOUS= 98
OPEN SPACE (7S%GRASS)= 81
COMPOSITE CURVE NUMBER (CN) • 98 X (.5H)181 X (A59) _ 88.21
S • (100p'CN).10 •
PRECIPITATION 10 YR 8 HOUR STORM (IN) - 4.02
PRECIPITATION 50 YR B HOUR STORM (IN) • 6 40

10 YR RUNOFF-(P- 2S)"2l(Pa 8S)= 2,58
50 YR RUNOFF
•(P- 2S)"2/(Pa 8S)-
308
TIME TO PEAK
(TIP) (MIN) • (43.5 X AREA X RUNOFFYPOST O
10 YR Tp(MIN)- 28.95
50YRTp (MIN)= 33 11
REQUIRED STORAGE
10YR STORAGE (CF) • (OPwL Olxa)ip X 1.39 X80 =
1B19B
WYR STORAGE (CF) • (Opmt - Opm)Tp X 1.39 X 80 =
27928
VOLUMES AND
DIMENSIONS ABOVE PERMANENT POOL
ELEV(FT)
SA MIND (SF) INCR. VOL (CF)
CUM. VOL (CF)
8
489
9
851 670
870
10
1318 1085
1755
11
1858 1587
3312
12
2504 2180
5522
13
32M 2880
8401
TOTAL
&101
CITY POND VOLUMES AND DIMENSIONS ABOVE PERM. POOL
ELEV(FT)
SA POND (SF) INCR. VOL (CF)
CUM. VOL(CF)
B
TT
9
238 158
158
10
788 502
880
11
1391 1079
1T3B
12
21M 1772
3510
13
W91 M22
6132
TOTAL
6132
TOTAL DETENTION VOLUME FOR SYSTEM-
14533
TOTAL DETENTION
VOLUMES ABOVE PERMANENT POOL
ELEV (FT)
SA POND (SF) INCR. VOL. (CF)
CUM. VOL (CF)
8
588
9
1089 828
828
10
2084 1587
2414
11
3247 2888
Km
12
1857 3952
9002
13
8348 5502
14533
10 YR STORAGE (CF)•
10 YR. STAGE(FT)
10 YR STORAGE ELEVATION
DRAWDOWN TIME (2.5 DAY)
TOTALSTORAGE-
TOTAL 145]]
18198 INOTES'. ASSUME BASINS FILL UNIFORMLY
387AND BEHAVE AS ONE POND
13 B1
18198
2 DAY FLOW (CFS - 0.105312352
S DAY FLOW(CFS)• 0002124WI

2 DAY AREA (SF)- 001142297 DIAMETER(IN)- tA47559590
5 DAY AREA (SF}- 0.001509199 DIAMETER (IN)- 0.91551T
USE 1.0 OF AN INCH ORIFICE AT OUTLET STRUCTURE
DRAINDOWN FLOW= 005925R14
DRAWOOWN TIME= 4
EMERGENCY SPILLWAY DESIGN
0=0 3LHAW LIMIT HEIGHT TO 0.5
3�!SI9T71 VAT12C4R-1ZRI

PROJECT: ANDREWS REACH PHASE 2-EX. POND PH 1
PROJECT NO.: PW-476
10 YR STORM ROUTING SHEET 1 OF 3
INFLOW HYDROGRAPH
QP= 14.2 cfs
TIP = 26.94 min
Time min
Inflow cis
0
0
2.694
0,347
5.388
1.355
8.082
2.924
10.776
4.902
13,470
7.094
16.164
9.288
18.858
11.267
21.552
12.839
24.246
13.849
26.940
14.200
29.634
13.856
32.328
12.852
35.022
11.372
37.716
9.985
40,410
8.768
43.104
7.699
45.798
6,761
48.492
5.936
51.186
5.213
53.880
4,577
56.574
4,019
59.268
3.529
61.962
3.099
64.656
2.721
67.350
2,390
70.044
2.098
72,738
1.842
75.432
1.618
78.126
1.421
80.820
1.247
Inflow (cfs)
16 --
14
12
10 ♦ .___...__-__
e •• • Infow (cfs)
c 6
• •♦
0
0 20 40 60 80 100
Ome (minum)
DATE: SEPT. 1, 2005

PROJECT: ANDREWS REACH PHASE 2-EX. POND PH I DATE: SEPT. 1, 2005
PROJECT NO.: PW476
10 YR STORM ROUTING SHEET 2 OF 3
STAGE -STORAGE RELATION
ELEV.
Surface Area
Inc. Volume
Acc. Vol.
Stage
S
Z
8
566
0
0
0
0
0
9
1089
828
828
1
828
1
10
2084
1587
2414
2
2414
2
11
3247
2666
5080
3
5080
3
12
4657
3952
9032
4
9032
4
13
6346
5502
14533
5
14533
5
ADJUST VALUES FOR NON PRISMATIC POND SECTION
Ks = 827.5 Ks'= 815
b = 1.780601833 b'= 1.78
STAGE -STORAGE CURVE
3.5
3
c 2.5
w 2 ♦ STORAGE
1.5 —Poly. (STORAGE)
r
N 1
_ -1 E-07x2 + 0.001 1x
0.5 R'=0.9941
0
0 1000 2000 3000 4000 5000 6000
STORAGE (CF)

PROJECT: ANDREWS REACH PHASE 2-EX. POND P11 1
PROJECT NO.: PW-476
10 YR STORM ROUTING SHEET 3 OF 3
10 YR STORM ROUTING
ORIFICE (IN)= 0.75
ORIFICE AREA(SQ. FT.) = 0.003
WEIR LENGTH (FT) = 1.50
WEIR HEIGHT (FT) = 0.55
WEIR AREA (SFl = 0.83
TIME
INFLOW
STORAGE
STAGE
OUTFLOW
0,000
0.000
0,00
0.00
0,00
2,694
0,347
0.00
0.00
0,00
5.388
1.355
56.11
0.22
0.01
8.082
2.924
274.12
0.54
oOl
10.776
4.902
745.10
0.95
0.01
13.470
7.094
1535.16
1.43
0,02
16.164
9.288
2679.10
1.95
0,02
18.858
11.267
4177.06
2.50
2,84
21.552
12,839
5538.46
2.93
3.87
24,246
13,849
6988.92
3.34
4.63
26.940
14,200
8478.75
3.73
5.25
29.634
13,856
9925.48
4.07
5,75
32.328
12,852
11236.02
4.37
6.14
35.022
11.372
12320.68
4.60
6.43
37.716
9.985
13118.63
4.76
6.64
40,410
8.768
13660.06
4.87
6.77
43.104
7.699
13983.73
4.94
6.84
45.798
6.761
14122.44
4.97
6.87
48.492
5.936
14104.29
4.96
6.87
51.186
5.2131
13953.601
4.93
6,83
53.880
4.5771
13691.531
4.88
6.77
56,574
4,0191
13336.62
4.81
6.69
59,268
3,5291
12905.151
4.72
6,58
61,962
3,0991
12411.531
4.62
6A6
64.656
2.7211
11868.53
4.50
6.32
67.350
2.3901
11287.521
4.38
6A6
70,044
2,0981
10678.691
4.24
5.98
72.738
1.8421
10051.221
4.10
5.79
75.432
1,6181
9413.401
3.95
5.58
78.126
1.4211
8772.811
3.80
5.36
80.820
1.2471
8136.411
3.64
5.12
83.514
1,095
7510.651
3.48
4.86
86.208
0,962
6901.551
3.32
4.59
88,902
0.845
6314.81
3.16
4,30
91.596
0,742
5755.87
3.00
4.00
94.290
0,651
5229.97
2.84
3.67
0.572
4742.21
2.69
3,32
99.678
0.502
4297.59
2.54
2,96
102.372
0A41
3901.06
2.41
2,57
jr96.984
105.068
0,387
3557.481
2.291
2.16
THRESHOLD STAGES
ORIFICE 1 0.0625
ORIFICE 2 2.00
OVERFLOW 5
DATE: SEPT. 1, 2005
INFLOW VS OUTFLOW
16 000
m
1
LL
3
•INFLOW
■ OUTFLOW
spowsm
6.000
4.000
2.000
CHECK VALIDITY OF ADJUSTED VALUES FOR POND
STAGE -STORAGE RELATIONSHIP
ERROR APPEARS TO BE LESS THAN 5%--OK
ENLARGE SLOT TO CONTROL 10 YEAR STORM
MAKE SLOT 1.5' BY 0.55' IN DIMENSION.
CONTROL PRE AND POST FOR OVERALL SITE AREA IN NEW
PROPOSED POND.

Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
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PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 12/2/2005
Click here to:
View Document Filings 1
73-1 Print apre-populated Annual Report Form I File an Annual Report I
Corporation Names
Name Name Type
NC FOOTINGS OF Legal
WILMINGTON,INC.
Business Corporation Information
SOSID:
0390537
FID:
561964371
Status:
Current -Active
Date Formed:
3/5/1996
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
Andrews, Marlon Kirk
3129 Braemar Lane
Wilmington NC 28409
3129 Braemar Lane
Wilmington NC 28409
3129 Braemar Lane
Wilmington NC 28409
3129 Braemar Lane
Wilmington NC 28409
Stock
Class Shares No Par Value Par Value
COMMON 100000 Yes N/A
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to webmaster.
1
http://www. secretai,y.state.nc. us/Corporations/Corp. aspx?Pi temld=4649747
12/2/2005

V
f CD479 (50)
7.01
Business Corporation
North Carolina Annual Report
an
SOSID:0390537
Date Filed: 6/24/2004 10:27:00 AM
Elaine F. Marshall
North Carolina Secretary of State
2004 019 00626
Name of corporation: FOOTINGS OF NILMINGTON. INC.
State of incorporation: NORTH CAROLINA
Secretary of state corporation identification number: 390537 Fiscal year ending: 09 30 03
M+a+mrl fm
Federal employer identification number: 562964371
If this Is the Initial annual report nllnYY, you must complete the entire fomt. If your business matl eorporatlon's Inforon has not
charged since do previous report. Mk the boa and complete line 8 only ................................ ..................... "s
1 Registered agent and registered office mailing address Agent: .
Mailing Address:
2 Street address and county of registered office Street Address:
County:
3 If registered agent changed, signature of new agent:
(+rWtae oerslMn lament b M rppO+Vnrrrq
4 Enter principal office address here:
5 Enter principal office telephone number here: O)IO ^ 39 r' -OG R O
6 Enter name, title and business address of principal officers here:
Complete Form CD-479A to list additional principal officers
Name: Title:
Address:
City: Stale: ZIP:
Name: Title:
Address:
City: State: ZIP:
Name: Title:
Address:
City: Stale: ZIP:
7 Brielly describe the nature of business:
8 GrtiB f arm at report must be completed by all corporations
a4^rV Mt. M erraramr0varan) om
Type v Prnl lbrr Twe
NOCZe501 1001402
�IIIIIIIIII III_ illllllll till III IIIIIIII II IIY HII III

ATFR
r
j
Y
December 2, 2005
Mr. M. Kirk Andrews, President
Footings of Wilmington, Inc.
3129 Braemar Lane
Wilmington, NC 28409
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Subject: Request for Additional Information
Stormwater Project No. SW8 050414 Mod.
Andrews Reach Phases I and II
3300 Masonboro Loop Road, New Hanover County
Dear Mr. Andrews:
Alan W. Klimek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received a modified Stormwater Management Permit
Application for Andrews Reach Phases I and II on September 22, 2005. A preliminary review
of that information has determined that the application is not complete. The following
information is needed to continue the stormwater review:
The previously approved drainage area for this entire project, including the future
development area, was 17.41 acres. Please explain how the project's drainage
area is now 19.42 acres, when no additional area has been added.
2. Please submit a copy of the previously recorded deed restrictions for Phase I, if
any lots in that phase have been sold. If no lots have yet been sold, please
advise.
3. Please add the width of the driveways to the typical building detail.
4. The road detail includes a 7' sidewalk, however, no sidewalk is shown on this
plan adjacent the proposed cul-de-sac. If sidewalk is not planned for Phase II,
please remove it from the road detail.
5. The previously permitted total volume provided in the trench and City basins was
43,755 cubic feet. The addition of the new City basin adds an additional 6,502
cubic feet of storage volume. Do you agree that the total provided volume in this
system is now 50,257 cubic feet? If so, please state the total volume provided in
the trench/basin system somewhere in the calculations.
6. Please report an accurate corporate name on the application. The application
lists "Footings of Wilmington, NC", however the Secretary of State has no listing
for a corporation under that name. I believe the correct corporate name is
"Footings of Wilmington, Inc.". If you concur, please revise the application
accordingly.
The original permit was erroneously written as a commercial high density project.
The modified permit to be issued upon receipt of a complete application will be
for a high density subdivision to correct this error.
North Carolina Division of Water Duality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877.623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us One
North(Carolina
An Equal Opportunity/Affirmative Acton Employer— 50% Recycled110% Post Consumer Paper Naturally

Mr. Andrews
December 2. 2005
Stormwater Application No. SW8 050414 Modification
8. Please note that the modified permit will cover both Phases I and I I, so the
project name on the application should be Andrews Reach Phases I and
11, not just Phase 11.
9. Since the plans submitted on September 22, 2005, only show Phase II,
the approved plan set for this permit will have to include the previously
approved plans for Phase I.
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 January 3,
2006, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
1 i7 C41 '
Linda Lewis
Environmental Engineer
ENB/arl: S:\WQS\STORMWATERWDDINFO\2005\050414.dec05
cc: Zak Shipman, Stroud Engineering
Linda Lewis
Page 2 of 2

STROUD ENGINEER
CONSULTING ENGINEERS
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
[phone]
September 13, 2005
NCDENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn: Mrs. Linda Lewis
P.A.
REC7, �1. ,T
SEP 22 C"U"i
Re: Andrew's Reach Stonnwater Permit Application
Dear Linda,
Enclosed please find applications, plans, and calculations for the reference project. The project is
located within the Eastern Wilmington City limits and proposes to construct 18 multifamily condominiums
on approximately 2 acres of land. Stormwater will be collected and detained in a City detention pond and
drawndown into 1600 linear feet of existing 36" perforated plastic pipe infiltration trench in Phase I. 0 SG ¢14—
Accordingly, we propose to modify the existing permit for this 36" CPI' (SW8-05ft" to allow
for the proposed development. The original pennit contained an allowance for 34,000 square feet of
impervious within the condo site and was labeled then as "future Development." The current impervious
proposal exceeds that amount by approximately 8,000 square feet. To mitigate the situation, we propose to
provide infiltration capacity by detaining the required first 1 %:" of runoff in the City pond below the
overflow slot. This volume would be drawndown via a PVC orifice over 2-5 days and routed through the
existing 36" CPP trench for treatement. All other runoff would be discharged from the pond into an
adjacent ditch. Please note on the plans that the drawdown orifice is directly piped to the existing system in
Phase I which guarantees that the required runoff reaches the trench system. This method of treatment is
identical to that utilized in the original permit.
Please consider this application for review in hopeful issuance of a stormwater management
permit such that we may trove forward towards construction. Please don't hesitate to call me with any
questions or comments.
Best Regards,
Zak Shipman, E.I.
Stroud Engineering, P.A.
Altachntents
wzs/zs
F:/master/pw476/wpd/ph2stormcover. doc
107 COMMERCE ST. HESTRON PLAZA TWO
SUITE B 102-D CINEMA DRIVE 151-A HWY. 24
GREENVILLE, INC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

NCDENR Division of Water Quality
Stormwater Management Plan
For
Andrew's Reach
Phase II Townhomes
September 13, 2005
'-RECEIVED
SEP 2 2 2005
DWQ
,ROJ # Scw? o5o 414- HCO
Prepared for:
Footings of Wilmington
Kirk Andrews, President
3129 Braemar Lane
Wilmington, NC 28409
Prepared by:
Stroud Engineering, P.A.
102-D Cinema Drive
Wilmington, NC 28405
..o ��H'CARO,�`'�i
^ao;oFEss,o.!29
°4 SEAL
20043
0,�`sti •FtNiP�f,`��`
c�1 \ 5 \LoeL

PROJECT:
ANDREWS REACH PHASE 2
JOB #
PW476
DESIGNED BY.,
WZS
DATE
09101105
NCDENR STATE STORMWATER CALCULATIONS
SITE SPECIFICS
DRAINAGE AREA (AC) 2.01
PROP. IMPERVIOUS AREA (AC) 0.9
% IMPERVIOUS 0.45
PERVIOUS AREA (AC) 1.11
% PERVIOUS AREA 0.55
STATE TREATMENT FOR FIRST 1.5" OF RAINFALL
RUNOFF= 0.05+0.009'%IMPERVIOUS
RUNOFF= 0.45 IN
REQUIRED TREATMENT VOLUME= 1.5" x RUNOFF x AREA x 43560 SF/AC /12 IN/FT
VOLUME= 4958 CF
Phase 1 Permit made allowance for 34,000 at of impervious area under the label "Future Development'.
Consider Additional Impervous area added to system and adjust detained and infiltrated volume accordingly.
ADDITIONAL IMPERVOUS AREA TO EXISTING BASINS: 3,461 SF
ORIGINAL AREA ACCOUNTED FOR AS FUTURE DEV. 34,000 SF
NET ALLOWABLE IMPERVIOUS AREA ACCOUNTED FOR
IN ASSOCIATION WITH 2.01 AC. DRAINAGE AREA 30,539 SF
TOTAL IMPERVOUS PROPOSED= 41,964 SF
LESS IMPERVOUS TO EX. BASIN 3,46
TOTAL:
LESS ALLOWABLE IMPERVIOUS FOR 2.01 AC
DRAINAGE AREA;
TOTAL ADDITIONAL IMPERVIOUS TO BE
TREATED
38,503 SF
30,539 SF
7,984 SF
USE PROPOSED CITY DETENTION BASIN TO DETAIN VOLUME UNDER OVERFLOW SLOT. THIS WILL ALLOW DRAWDOWN
OF FIRST INCH AND A HALF OVER 2-5 DAY PERIOD INTO INFILTRATION TRENCH SYSTEM.
CALCULATE ADDITIONAL VOLUME TO BE TREATED DUE TO INCREASE IN IMPERVIOUS AREA:

DRAINAGE AREA (AC) 2.01
PROP. IMPERVIOUS AREA (AC) 0.183
% IMPERVIOUS 0.09
PERVIOUS AREA (AC) 1.827
% PERVIOUS AREA 1 0.91
STATE TREATMENT FOR FIRST 1.8" OF RAINFALL
RUNOFF= 0.05+0.009'%IMPERVIOUS
RUNOFF= 0.13 IN
REQUIRED TREATMENT VOLUME= 1.5" x RUNOFF x AREA x 43560 SF/AC 112 IN/FT
VOLUME= 1444 CF
ONLY 1,444 CF OF ADDITIONAL VOLUME NEED BE CONSIDERED FOR THIS MODIFICATION:
THIS VOLUME CAN BE DETAINED ABOVE PERMANENT POOL OF THE POND BUT BELOW OVERFLOW
SLOT AND BE DRAWNDOWN OVER THE COURSE OF 2-5 DAYS
VOLUMES ABOVE PERMANENT POOL:
AREA INC. VOLUME (CF) TOTAL VOL
11 4413
12 5530
4972
4972
13 6714
6122
11094
(' ( 2
14 7963
7339
18432
2f
�• L [42 ZS
TOTAL
18432
1
L 13
OVERFLOW SLOT STAGE (FROM ROUTING) _
VOLUME UNDER SLOT:
INFILTRATION TRENCH DRAWDOWN TIME:
USE 3.75 IN/HR INFILTRATION RATE:
1.25 @elm, IGc-Zs
6502 CFv
BOTTOM AREA= 1600 LF TRENCH x 5' WIDE BOTTOM= 8000 SF OF INFILTRATION AREA
3.75 IN/HR 112 IN/ FT x 8000 SF =2500 CF/HR
ORIGINAL PERMITTED VOLUME TO BE INFILTRATED =
42,294 CF
VOLUME FROM ADDITIONAL IMPERVIOUS IN CONDOS
1,444 CF
TOTAL
43,738 CF
DRAWDOWN TIME= 17.4952 HOURS OR
0.73 DAYS
4G� Z
((0q4 J

PROJECT: ANDREWS REACH --PHASE 2
PROJECT #: PW476
DATE: 08/24/05
CITY OF WILMINGTON STORMWATER CALCULATIONS
AREA 1
TOTAL DRAINAGE AREA (AC) =
2.01
PROPOSED IMPERV AREA(AC)=
0.90
IMPER AREA= 0.448
PROPOSED PERVIOUS AREA (AC)= 1.11
% PERVIOUS= 0.552
USE PREDEVELOPMENT C = 0.25
USE FULLY DEVELOPED C = 0.95
PROPOSED COMPOSITE "C'= 0.56
INTENSITY WITH 5 MIN TC
10 YR INTENSITY(IN/HR)= 7.23
50 YR INTENSITY(IN/HR)= 8.87
10 YR. PREDEVELOPMENT FLOW 0 = CIA C = 0.25
Opre(CFS) = 3.6 I (IN/HR) = 7.23
A = AREA(AC) - 2.01
10 YR. POST DEVELOPMENT FLOW 0 = CIA C = 0.56
Opost(CFS) = 8.2 I (IN/HR) = 7.23
A = AREA(AC) = 2.01
50 YR. PREDEVELOPMENT FLOW 0 = CIA C = 0.25
Opre(CFS) = 4.5 I (IN/HR) = 8.87
A = AREA (AC) 2.01
50 YR. POST DEVELOPMENT FLOW 0 = CIA C = 0.56
Opost(CFS) = 10.0 I (IN/HR) = 8.87
A = AREA(AC) = 2.01
SOIL AS GIVEN BY THE NEW HANOVER COUNTY SOIL SURVEY - CRAVEN, LAKELAND, SEAGATE
HYDRAULIC GROUP "B"
CURVE NUMBER
IMPERVIOUS = 98
OPEN SPACE (75%GRASS) = 61
COMPOSITE CURVE NUMBER (CN) = 98 X (.541) + 61 X (.459)
S = (1000/CN) -10 =
2.892
PRECIPITATION 10 YR 6 HOUR STORM (IN) = 4.82
PRECIPITATION 50 YR 6 HOUR STORM (IN) = 6.40

10 YR RUNOFF =(P-.2S)^2/(P+.8S)= 2.52
50 YR RUNOFF =(P-.2S)^2/(P+.8S)= 389
TIME TO PEAK (Tp) (MIN) _ (43.5 X AREA X RUNOFF)/POST 0
10 YR Tp(MIN)= 26.93
50 YR TIP (MIN)= 1 33.85
REQUIRED STORAGE
10YR STORAGE (CF) _ (Qpost - Qpre)Tp X 1.39 X 60 = 10231
50YR STORAGE (CF) _ (Qpost - Qpre)Tp X 1.39 X 60 = 15777
TOTAL DETENTION VOLUMES ABOVE PERMANENT POOL
ELEV (FT) SA POND (SF)
NCR. VOL. (CF CUM. VOL (CF)
11
4413
12
5530 4972 4972
13
6714 6122 11094
14
7963 7339 18432
TOTAL F18432
10 YR STORAGE (CF)=
10231
10 YR. STAGE (FT)
1.86
10 YR STORAGE ELEVATION
1 12,86
50 YR, STORAGE (CF)=
15777
50 YR. STAGE
1 2.64
150 YR STORAGE ELEVATION=
13.64
DRAWDOWN TIME (2-5 DAY)
TOTALSTORAGE=
10231
2 DAY FLOW (CFS)=
0.059204657
5 DAY FLOW (CFS)=
0.023681863
2 DAY AREA (SF)=
0.009018139 DIAMETER (IN)=
5 DAY AREA (SF)=
0.003607255 DIAMETER (IN)=
USE 1.0 INCH ORIFICE AT
OUTLET STRUCTURE
DRAWDOWN FLOW-
DRAWDOWN TIME=
EMERGENCY SPILLWAY DESIGN
Q=3.3LH-3/2
0.035788717
3.31
LIMIT HEIGHT TO 0.5
.. u1-134-9917I.4SfUlld4411[11[.+111X
1.286189
0.813457

PROJECT: ANDREWS REACH PHASE 2
PROJECT NO.: PW-476
10 YR STORM ROUTING SHEET 1 OF 3
INFLOW HYDROORAPH
O p = 8.2 cfs
Tp= 26.93 min
Time min
Inflow cfs
0
0
2.693
0.200
5.386
0,782
8,079
1.688
10,772
2,831
13,465
4,097
16.158
5,363
18.851
6.506
21.544
7,414
24.237
7.998
26.930
8.200
29.623
8.002
32.316
7.422
35.009
6.567
37.702
5.766
40.395
5.063
43.088
4.446
45.761
3.904
48.474
3.428
51.167
3.010
53.860
2.643
56,553
2.321
59.246
2.038
61.939
1.790
64.632
1.571
87.325
1.380
70.018
1.212
727111
1.064
75.404
0.934
78.0971
0.820
80.790
0.720
Inflow Ids)
9
7
6 •
c4 •• •Inflow (cls)
3
••
2 ♦ ♦�
1 ♦mot•
0
0 20 40 60 80 100
0me (minute)
DATE: SEPT. 1, 2005

PROJECT: ANDREWS REACII PHASE 2 DATE: SEPT. 1, 2005
PROJECT NO.: PW-476
10 VR STORM ROUTING SHEET 2 OF 3
ELEV.
Surface Area
Inc. Volume
Acc, Vol.
Stage
S
Z
11
4413
0
0
0
0
0
12
5530
4972
4972
1
4972
1
13
6714
6122
11094
2
11094
2
14
7963
7339
18432
3
18432
3
ADJUST VALUES FOR NON PRISMATIC POND SECTION
Ks = 4971.5 Ks'= 4795
b = 1.192747153 b'= 1.2
STAGE -STORAGE CURVE
3.5
3
E 2.5
w 2 • STORAGE
1.5 —Poly. (STORAGE)
H
N 1
y =-3E-09x' + 0.0002x
0.5 R2 = 0.9999
0
0 5000 10000 15000 20000
STORAGE(CF)

PROJECT: ANDREWS REACH PHASE 2
PROJECT NO.: PW-476
10 YR STORM ROUTING SHEET 3 OF 3
10 YR STORM ROUTING
ORIFICE (IN) =
1.25
ORIFICE AREA (SO. FT.) =
0.009
WEIR LENGTH (FT) =
1.50
WEIR HEIGHT (FT)
0.50
WEIR AREA ISM=
0.75
THRESHOLDSTAGES
ORIFICE 1 0.104167
ORIFICE 2 1.25
OVERFLOW 3
TIME
INFLOW
STORAGE
STAGE
OUTFLOW
0.000
0.000
0.00
0.00
0. 00
2.693
0.200
0.00
0.00
0.00
5.386
0.782
32.39
0.02
0.00
8.079
1.688
158.79
0.06
0.00
10.772
2.831
431.62
0.13
0.01
13.465
4.097
887.82
0.25
0.02
16.158
5.363
1547.28
0.39
0.02
18,851
6,506
2410.33
0.56
0.03
21.544
7.414
3457.11
0,76
0.03
24.237
7.9981
4649.68
0.97
0.04
26.930
8.2001
5935.73
1.19
0.04
29.623
80021
7253.76
1.41
1.50
32,316
7.4221
8304.26
1.58
2.13
35.009
6.5671
9160.00
1.71
2.51
37,702
5,7661
9814,75
1.82
2.77
40.395
5.0631
10298.58
1.89
2.95
43.088
4.446
10640.72
1.94
3.06
45.781
3.904
10864.351
1.98
3.14
48.474
3.428
10988.56
2.00
3.18
51.167
3.010
11029.43
2.00
3.19
53.860
2.643
11000.67
2.00
3.18
56.553
2.321
10914.10
1.98
3A5
59.246
2.038
10779.94
1.96
3.11
61.939
1.790
10607.08
1.94
3.05
64.632
1,571
10403.30
1.91
2.98
67.325
1.380
10175.41
1.87
2.90
70.018
1.2121
9929.37
1.83
2.81
72.711
1.0641
9670.45
1.79
2.72
75.404
0.9341
9403.28
1.75
2.61
78.097
0.8201
9131.95
1.71
2.50
60.790
0.7201
8860.10
1.67
2.39
83.483
0.6331
8590.93
1.63
2.26
86,176
0.555
8327.30
1.58
2.14
88.869
0.488
8071.75
1.54
2.01
91.562
0.428
7826.53
1.50
1.87
94.255
0.376
7593.67
1.47
1.73
96.948
0.330
7374.98
1.43
1.59
99.641
0.290
7172.06
1.40
1.44
102.334
0.255
6986.391
1.371
1.29
105.027
0.224
6819.2A
1.34
1.14
DATE: SEPT. 1, 2005
INFLOW VS OUTFLOW
9 o00
N
s
• INFLOW
0
,OUTFLOW
LL
0.000
0,000
20.000 40.000 60.000 80.000 1oo0
.00
TIME (MIN)
♦
8.000
7.000
6,000
•
5.000
4.000
♦--
��
3.000
--
e
� y
2.000
♦
1.090
•
♦
CHECK VALIDITY OF ADJUSTED VALUES FOR POND
STAGE -STORAGE RELATIONSHIP
ERROR APPEARS TO BE LESS THAN 1%--OK
POST DEVELOPMENT FLOW <PREDEVELOPMENT FLOW

STORM DRAINAGE DESIGN SHEET
PROJECT: ANDREWS REACH PH. 2 COMPUTED BY: WZS DATE: 09/13/05
LOCATION: New Hanover CHECKED BY: SHEET 1 OF 1
FREQUENCY: 10 G = 268 H = 32 PIPE TYPE: RCP n: 0.013
C87
CB2
0.23
5
7.24
0.56
0.91
0.3
9.02
12
2.48
C62
FES
0.06
0.29
5
7.24
0.56
1.18
0.4
9.40
12
2.87
CB3
CB4
0.48
5
7.24
0.56
1.95
0.4
11.35
12
2.87
CB4
JB7
0.39
0.87
5
7.24
0.56
3.53
0.4
14.18
15
3.33
JB7
FES
0.87
5
7.24
0.56
3.53
0.4
14.18
15
3.33
CB5
C36
0.04
5
7.24
0.56
0.16
0.4
4.47
12
2.87
CB6
FES
0.036
0.076
5
7.24
0.56
0.31
0.4
5.69
12
2.87

/7
A«an.T
PRO.IECT:
ANDREWS REACH
R,QTtf� 7-'
PROJECT#.
M478
$F A9DIT G��s— IN.PFs✓1�$
DATE:
Milo
y�_ �pO
COY OF WILMINGTON STORMWATER CALCULATIONS
AREA 1
TOTAL DRAINAGE AREA (AC)
3d4
PROPOSED IMPERV AREA(AC)=
1.58
%IMPER AREA -
0 459
PROPOSED PERVIOUS AREA (AC)•
1.88
% PERVIOUS •
I ow
USE PREDEVELOPMENT C-
0,25
USE FULLY DEVELOPED C-
095
PROPOSEDCOMPOSITE"
0.51
INTENSITY WITH 5 MIN TF
10 YR NTENSITY(INIHR)=
723
W YR INTENSITY(IWHR)=
8.87
10YR, PREDEVELOPMENT FLOW O=CIA
C.
025
Ope(CFS)•
822 I(IWHR)=
723
A=AREA(AC)=
344
10 YR. POST DEVELOPMENT FLOW O • CIA
C •
DS]
Op3t(CFS)•
1d9 I(IWHR)=
7.Y3
A-AREA(AC)=
344
50 YR. PREDEVELOPMENT FLOW 0 = CIA
C •
0.25
OpB(CFS)v
ZB I(INWHR)=
887
A- AREA (AC)
340
50 YR. POST DEVELOPMENT FLOW O=CIA
C.
DS]
Ows1(CFS)•
1]A I(IWHR)=
887
A-AREA(AC)=
344
SOIL AS GIVEN BY THE NEW HANOVER COUNTY SOIL SURVEY - CRAVEN, IAKEIANO, SEAGATE
HYDRAULIC GROUP 'W
CURVE NUMBER
IMPERVIOUS • 98
OPEN SPACE (7S%GRASS) • 51
COMPOSITE CURVE NUMBER (CN) • W %(.541) - 81 k (459) • T/.9B
S = (10ODICN).10 v 2.823
PRECIPITATION 10 YR B HOUR STORM (IN) 482
PRECIPITATION 50 YR 8 HOUR STORM(IN)= 640

10YR RUNOFF qP-.2)"21(Pa BS)v 2,56
50 YR RUNOFF v(P -.2S) 2 (P a SS) = 3 93
TIME TO PEAK (Tp) (MIN) • (435 X AREA X RUNOFTIPOST 0
10 YR TIP (MIN)• 20M
SO YR TI(MIN)= 33T6
REQUIRED STORAGE
10YR STORAGE (CF) _ QWsl - Opre)Tp X 130 X 60 v 17055
50YR STORAGE (CF) _ (OMSI- Opra)Tp X 1 39 X 60= 21603
VOLUMES AND DIMENSIONS ABOVE PERMANENT POOL
ELEV (FT) SA POND (SF) INCR. VOL (CF) CUM. VOL (CF)
8
489
0
851
670
670
10
1310
1085
1755
11
1858
1587
3342
12
2504
21M
5512
13
3255
28B0
8401
TOTAL
8401
CITY POND VOLUMES AND DIMENSIONS ABOVE PERM. POOL
ELEV (FT)
SA POND (SF)
INCR. VOL (CF)
CUM. VOL (CF)
6
TT
9
238
158
158
10
766
502
880
11
1391
1079
1738
12
2153
1T22
3510
13
3091
2622
6132
TOTAL
6132
TOTAL DETENTION VOLUME FOR SYSTEM=
14533
TOTAL DETENTION
VOLUMES ABOVE PERMANENT POOL
ELEV (FT)
SA POND (SF)
INCR. VOL. (CF)
CUM. VOL (CF)
B
566
9
NOBS US
828
10
218 1587
2414
11
3247 25%
5080
12
4857 3952
9032
13
8348 5502
14533
10 YR STORAGE (CF)=
10 YR. STAGE (FT)
10 YR STORAGE ELEVATION v
DRAWDOWN TIME (2-5 DAY)
TOTAL STORAGE-
2 MY FLOW (CFS)-
5 DAY FLOW (CFS))=
TOTAL 1453J
17955 INOTES: ASSUME BASINS FILL UNIFORMLY
3 82 AND BEHAVE AS ONE POND
13 62
17955
0.103907215
0 041562886

2 DAY AREA (SF)- 0011339 DIAMETER (IN)- 1.4 2230375
5 DAY AREA (SF)- 0.001535018 DIAMETER (IN)- 0.9121n 79
USE 1.0 OF AN INCH ORIFICE AT OUTLET STRUCTURE
DRAWDOWN FLOW 0.04WW09
DRAWDONM TIME= a
EMERGENCY SPILLWAY DESIGN
0=3.31-HAM LIMIT HEIGHT TO 5
L. 14.90 MANE SPILLWAY 15 FEET LONG

PROJECT: ANDREWS REACH PHASE 2-EX. POND PII 1
PROJECT NO.: PW-476
10 YR STORM ROUTING SHEET 1 OF 3
INFLOW HYDROGRAPH
O p = 14.2 cfs
TIP = 26.94 min
Time min
Inflow cfs
0
0
2.694
0.347
5.388
1.355
8.082
2,924
10.776
4.902
13.470
7.094
16.164
9,288
18.858
11,267
21,552
12,839
24,246
13.849
26.940
14.200
29.634
13.856
32.328
12,852
35.022
11,372
37.716
9,985
40.410
8,768
43,104
7,699
45,798
6,761
48A92
5.936
51.186
5.213
53.880
4.577
56,574
4.019
59.268
3.529
61.962
3.099
64.656
2.721
67.350
2.390
70.044
2.098
72.738
1.842
75,432
1,618
78,126
1.421
80.8201
1,247
Inflow Ids)
14
12
10
u
8 • • Inflow (Cis)
c 6 ♦
• ••
4
0
0 20 40 60 80 100
time (minute)
DATE: SEPT. 1, 2005

PROJECT: ANDREWS REACH PHASE 2--EX. POND P11 1 DATE: SEPT. 1, 2005
PROJECT NO.: PW-476
10 YR STORM ROUTING SHEET 2 OF 3
STAGE -STORAGE RELATION
ELEV.
Surface Area
Inc. Volume
Acc. Vol.
Stage
S
2
8
566
0
0
0
0
0
9
1089
828
828
1
828
1
10
2084
1587
2414
2
2414
2
11
3247
2666
5080
3
5080
3
12
4657
3952
9032
4
9032
4
13
6346
5502
14533
5
14533
5
ADJUST VALUES FOR NON PRISMATIC POND SECTION
Ks = 827.5 Ks'= 815
b = 1.780601833 b'= 1.78
STAGE -STORAGE CURVE
3.5 —•-
3
�2.5 —
w 2 • STORAGE
1.5 . —Poly. (STORAGE)
r
y 1 —
1 E-07x2 + 0.001 1x
0.5 R' = 0,9941
0
0 1000 2000 3000 4000 5000 6000
STORAGE (CF)

PROJEC'P: ANDREWS REACH PIIASE 2-EX. POND PII I DATE: SEPT. 1, 2005
PROJECT NO.: PW-476
10 YR STORM ROUTING SHEET 3 OF 3
10 YR STORM ROUTING
ORIFICE (IN) =
0.75
THRESHOLD STAGES
ORIFICE AREA (80. FT.) =
0.003
ORIFICE 1 0.0625
ORIFICE 2 2.00
WEIR LENGTH (FT) =
1.50
OVERFLOW 5
WEIR HEIGHT (FT)
0.55
WFIR ARFA IRPI =
0 Al
TIME
INFLOW
STORAGE
STAGE
OUTFLOW
0.000
0.000
0,00
0.00
0.00
2.694
0,347
0.00
0.00
0.00
5.388
1.355
56.11
0.22
0.01
8.082
2.924
274.12
0.54
0.01
10,776
4.902
745.10
0.95
0.01
13,470
7.094
1535.16
1.43
0.02
16,164
9.288
2679.10
1.95
0.02
18,858
11.267
4177.06
2.50
2.84
21,552
12,839
5538,46
2.93
3.87
24.246
13.8491
6988.92
3.34
4.63
26.940
14.2001
8478.75
3.73
5.25
29.634
13.8561
992S48
4.07
5.75
32,328
12.8521
11236.02
4.37
6.14
35,022
11.3721
12320.68
4.60
6.43
37.716
9,9851
13118.63
4.76
6.64
40.410
8.7681
13660.06
4.87
6.77
43.104
7,6991
13983.73
4.94
6.84
45.798
6.7611
14122.44
4.97
6.87
48,492
5.9361
14104.29
4.96
6.87
51,186
5,2131
13953.60
4.93
6.83
53.880
4,5771
13691.53
4.88
6.77
56.574
4.0191
13336.62
4.81
6.69
59.268
3.5291
12905.15
4.72
6,58
61.962
3.0991
12411.53
4.62
6.46
64.656
2.7211
11868.53
4.50
6.32
67,350
2.3901
11287.52
4.38
6.16
70.044
2,0981
10678,69
4.24
5.98
72.738
1.8421
10051.221
4.10
5.79
75,432
1.6`181
9413.40
3.95
5.58
78.126
1.4211
8772.81
3,80
5.36
80.820
1.2471
8136.41
3.64
5,12
83.514
1.0951
7510.65
3.48
4.86
86.208
0.962
6901.55
3.32
4.59
88.902
0.845
6314.81
3.16
4.30
91.596
0,742
5755,87
3.00
4.00
94.290
0,651
5229.97
2.84
3.67
96.984
0.572
4742.21
2.69
3.32
99.678
0,502
4297.59
2.54
2.96
102.372
0,441
3901.06
2.41
2.57
105.066
0.387
3557.48
2.29
2.16
INFLOW VS OUTFLOW
16,000
4.000
2 000
CHECK VALIDITY OF ADJUSTED VALUES FOR POND
STAGE -STORAGE RELATIONSHIP
ERROR APPEARS TO BE LESS THAN 5%--OK
ENLARGE SLOT TO CONTROL 10 YEAR STORM
MAKE SLOT 1.5' BY 0.55' IN DIMENSION.
CONTROL PRE AND POST FOR OVERALL SITE AREA IN NEW
PROPOSED POND.

RECEIVED
JAN 0 3 2006
PROD # 5 ,v3v Sy44 HOO
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
DECLARATION OF COVENANTS. CONDITIONS AND RESTRICTIONS
FOR ANDREWS REACH
THIS DECLARATION, made the _ day of June, 2005, by FOOTINGS OF
WILMINGTON, INC., a North Carolina corporation, hereinafter referred to as "Declarant" or
"Developer" for the purposes hereinafter stated:
WITNESSETH
WHEREAS, Declarant is the owner of that certain real property in New Hanover County,
North Carolina, known as ANDREWS REACH, which is shown on a plat recorded in the Office
of the Register of Deeds of New Hanover County, North Carolina, in Map Book Page
, to which reference is made for a more particular description (the "Property"); and
NOW, THEREFORE, Declarant declares that the Property described above shall be held,
sold and conveyed subject to the following easements, restrictions, covenants, and conditions,
which are for the purpose of protecting the value and desirability of, and which shall run with the
land and be binding on all parties having any right, title or interest in the Property or any part
thereof, their heirs, successors and assigns, and shall inure to the benefit of each owner thereof.
ARTICLE I.
DEFINITIONS
SECTION 1. Additional Property shall mean and refer to any lands which are now owned
or may be hereafter acquired or developed by Declarant, in addition to the above described
Property, and annexed to and made a part of the Development (as hereinafter defined) pursuant to
Article VII hereof.
SECTION 2. Association shall mean and refer to ANDREWS REACH Homeowners'
Association, Inc., a North Carolina nonprofit corporation, its successors and assigns, the owners
association organized for the purposes set forth in Article ❑I hereof.
SECTION 3. Assessments shall mean the Annual, Special, Insurance, Ad Valorem and
Working Capital Assessments defined in Article IV hereof.
SECTION 4. Common Area(s) shall mean and refer to all real property within the
Development owned by the Developer or the Association for the common use and enjoyment of
the Owners, including any facilities located on such real property.
SECTION 5. Declarant shall be used interchangeably with Developer (which
designations shall include singular, plural, masculine and neuter as required by the context) and
shall mean and refer to FOOTINGS OF WILMINGTON, LLC , its successors and assigns, if
such successors or assigns should acquire undeveloped property from the Declarant for the
purpose of development.

SECTION 6. Declaration shall mean this instrument as it may be from time to time
amended or supplemented.
2

SECTION 7. Development shall mean the Property plus any Additional Property.
SECTION 8. Limited Common Area(s) shall mean areas and facilities within any Lot
which are for the exclusive use of the Lot Owner but which the Association is obligated to
maintain pursuant to the terms of this Declaration. There shall be no Limited Common Area on
any Lot unless the same is specifically shown on the Subdivision Map for ANDREWS REACH.
SECTION 9. Lot(s) shall mean and refer to any numbered lot within the Development.
SECTION 10. Owner shall mean and refer to the record owner, whether one or more
persons or entities, of a fee simple title to any Lot, including contract sellers, but excluding those
having such interest merely as security for the performance of an obligation.
SECTION 11. Property shall mean the Property as defined in the preamble to this
Declaration.
SECTION 12. Member(s) shall mean and refer to every person or entity who has a
Membership in the Association.
SECTION 13. Membership shall mean and refer to the rights, privileges, benefits, duties
and obligations, which shall inure to the benefit of and burden each Member of the Association.
ARTICLE I1.
EASEMENTS
SECTION 1. Owners' Easement of Enjoyment. Every Owner shall have and is hereby
granted a right and easement of enjoyment in and to the Common Area, if any, which shall be
appurtenant to and shall pass with the title to every Lot, subject to the provisions of Article III
hereof.
SUCTION 2. Easements in Favor of Declarant. The following easements are reserved to
Declarant, Declarant's successors and assigns:
(a) easements as necessary in the lands constituting the Development for the
installation and maintenance of utilities and drainage facilities; including, specifically, the right
to grant a 10 foot wide easement over and adjacent to the front property line of each and every
Lot and including the right of Declarant to go upon the ground with men and equipment to erect,
maintain, inspect, repair and use electric and telephone lines, wires, cables, conduits, sewers,
water mains and other suitable equipment for the conveyance and use of electricity, telephone
equipment, gas, sewer, water or other public conveniences or utilities on, in or over each Lot and
such other areas as are shown on the plat of the Property or any Additional Property recorded or
to be recorded in the office of the Register of Deeds of New Hanover County; the right to cut
drain ways for surface water whenever such action may appear to the Developer to be necessary
in order to maintain reasonable standards of health, safety and appearance; the right to cut any
trees, bushes or shrubbery; the right to make any grading of the soil, or to take any other similar
action reasonably necessary to provide economical and safe utility installation and to maintain
reasonable standards of health, safety and appearance; the right to locate wells, pumping stations,
and tanks within residential areas, or upon any Lot with the permission of the owner of such Lot;
and the right to subject the Property and any Additional Property to a contract with Progress
Energy Carolinas, Inc. for the installation of street lighting, which contract requires a continuing
monthly payment to Progress Energy Carolinas, Inc. by each resident customer for street lighting
service (such rights may be exercised by any licensee of the Declarant, but this reservation shall
not be considered an obligation of the Declarant to provide or maintain any such utility or
service).
(b) easements over all private streets, if any, access easements, and Common Areas
within the Development as necessary to provide access, ingress and egress, to any Additional
Property.
(c) an easement of unobstructed access over, on, upon, through and across each Lot

and the Limited Common Area located thereon, if any, at all, reasonable times to perform any
maintenance and repair to the Limited Common Areas required by this Declaration. This
easement shall also run in favor of the Association and the Association's agents, employees,
successors and assigns.
SECTION 3. Other Easements. The following easements are granted by Declarant to
others:
(a) an easement is hereby granted to all police, fire protection, ambulance and all
similar persons, companies or agencies performing emergency services, to enter upon all Lots
and Common Area in the performance of their duties.
(b) in case of any emergency originating in or threatening any Lot or Common Areas,
regardless of whether any Lot Owner is present at the time of such emergency, the Association or
any other person authorized by it, shall have the right to enter any Lot for the purpose of
remedying or abating the causes of such emergency and making any other necessary repairs not
performed by the Lot Owners, and such right of entry shall be immediate.
(c) the Association is granted an easement over each Lot for the purposes of
exercising its rights under Article VI, Section 5, of this Declaration.
SECTION 4. Nature of Easements. All easements and rights described herein are
perpetual easements appurtenant, running with the land, and shall inure to the benefit of and be
binding on the undersigned, its successors and assigns, and any Owner, purchaser, mortgagee and
other person having am interest in the Property or any Additional Property, or any part or portion
thereof', regardless of whether or not reference is made in the respective deeds of conveyance, or
in any mortgage or trust deed or other evidence of obligation, to the easements and rights
described in this Declaration.
ARTICLE Ill.
HOMEOWNERS' ASSOCIATION
SECTION 1. Formation of Association. ANDREWS REACH Homeowners' Association,
Inc. is a nonprofit corporation organized pursuant to the Nonprofit Corporation Act of the State
of North Carolina for the purpose of establishing an association for the Owners of Lots to operate
and maintain the Common Areas and to provide any other services provided in this Declaration
or agreed to by a majority of the Members.
SECTION 2. Membership. Every Lot Owner shall be a Member of the Association.
Membership shall be appurtenant to and may not be separated from Lot ownership.
SECTION 3. Voting Rights. Each Member shall be entitled to one vote in the affairs of
the Association for each Lot owned. When more than one person holds an interest in any Lot, all
such persons shall be Members. The vote for such Lot shall be exercised as they among
themselves determine, but in no event shall more than one (1) vote be cast with respect to any
Lot.
SECTION 4. Powers. Privile eg sRights and Obligations. In addition to the rights and
powers granted to the Association in its charter and to the rights and powers with regard to
assessments set forth in Article IV of this Declaration, the Association shall have and possess and
shall perform and exercise the following powers, privileges, rights and duties, subject, however,
to the rights of the Declarant contained in Article V hereof:
(a) The Association shall be entitled to make and amend reasonable rules and
regulations governing use of the Common Areas by the Owners;
(b) The Association shall be responsible for the operation, upkeep, maintenance,
protection, preservation, repairs, reconstruction and/or replacement of (i) the Common Areas and
improvements and additions thereto, and (ii) the Limited Common Areas, if any; (iii) any utility
easements or drainage easements used for the benefit of more than one lot owner; provided,

however, that in the event that any of the above activities are necessitated by the willful act or
active or passive negligence of any Owner, his family, guests, invitees or tenants, or is caused by
fire, wind, rain, blowing water, lightening, smoke or other hazard or casualty, and the cost of
such maintenance, repair or other activity is not fully covered by insurance, then, at the sole
discretion of the Board of Directors of the Association, the cost of the same shall be the personal
obligation of the Owner and if not paid to the Association upon demand, may be added to the
annual assessment levied against said Owner's Lot;
(c) The Association may engage in such other activities as authorized by a majority of
the Members.
(d) The Association may suspend the voting rights and privileges of an Owner for any
period during which any Assessments against the Owner's lot remain unpaid and for a period not
to exceed 60 days for an infraction of the published rules and regulations of the Association:
(e) The Association may mortgage or convey the Common Areas, or dedicate or transfer
all or part of the Common Areas, to any public agency, authority or utility for such purposes and
subject to such conditions as may be agreed to by at least two thirds of the Members:
(f) The Board of Directors on behalf of the Association, as a common expense, may at all
times keep the Common Areas and other property of the Association, if any, insured against loss
or damage by lire or other hazards and Other such risks, including, but not limited to directors'
liability and public liability insurance, upon such terms and for such amounts as may be reason-
ably necessary from time to time to protect such property, which insurance shall be payable in
case of loss to the Association for all Members. The Association shall have the sole authority to
deal with the insurer in the settlement of claims. Such insurance shall be obtained without
prejudice to the right of each Member to insure his personal property for his own benefit at his
own expense. In no event shall the insurance coverage obtained by the Association be brought
into contribution with insurance purchased by Members or their mortgagees.
ARTICLE IV.
COVENANTS FOR ASSESSMENTS
SECTION 1. Creation of the Lien and Personal Obligation of Assessments. Each Owner
of any Lot, by acceptance of a deed for the Owner's Lot, whether or not it shall be so expressed
in such deed, covenants and agrees to pay to the Association the following assessments
(collectively the "Assessments"):
A. Annual Assessments;
B. Special Assessments for Capital Improvements:
C. Insurance Assessments;
D. Ad Valorem Tax Assessments; and
E. Working Capital Assessments.
The Assessments, together with interest, costs and reasonable attorney's fees, shall be a
charge on the land and shall be a continuing lien upon the respective Lot against which the
Assessments are made. Each such Assessment, together with interest, costs and reasonable
attorney's fees, shall also be the personal obligation of the person who was the Owner of such
Lot at the time when the Assessment fell due The personal obligation for delinquent Assessments
shall not pass to the Owner's successors in title unless expressly assumed by them.
Provided, however, the Declarant shall not be required to pay any working capital or
annual assessments on any lot owned by it prior to its initial sale to another owner or December
31, 2007, whichever occurs first. Provided, further, any lots sold to a builder as a vacant lot will
be exempt from annual assessments or working capital assessments for a period of one year or
until sold to a third party whichever occurs first.

SECTION 2. Purpose of Annual Assessments. The Annual Assessments levied by the
Association shall be used exclusively to promote the recreation, health, safety and welfare of the
Owners and residents of the Property and Additional Property and for the improvemont and
maintenance of the Common Areas and any Limited Common Areas The funds arising from said
assessments or charges, may be used for any or all of the following purposes: operations,
maintenance and improvement of the Common Areas, and any Limited Common Areas,
including payment of utilities, enforcing this Declaration, paying taxes, insurance premiums,
legal and accounting fees and governmental charges, establishing working capital, and in
addition, doing any other things necessary or desirable in the opinion of the Association to keep
the Common Areas and Limited Common Areas in good operating order and repair.
SECTION 3. Annual Assessments. Annual Assessments shall be in an amount to be fixed
from year to year by the Board of Directors which may establish different rates from year to year
as it may deem necessary for the purposes set forth in Section 2 above. The amount of the
Annual Assessment against each Lot for any given year shall be fixed at least 30 days in advance
of the Annual Assessment period; provided, however, that the first Annual Assessment shall be
set prior to the conveyance of the first Lot to an Owner and written notice to the Owners to be
subjected thereto shall be delivered to the Owners at or prior to the closing of their Lots. Written
notice of each Annual Assessment thereafter shall be sent to every Owner subject thereto. The
due date shall be established by the Board of Directors and the Board of Directors shall have the
authority to require the assessments to be paid in pro rata periodic installments, as the Board may
in its discretion determine. The Association shall, upon demand, and for a reasonable charge
furnish a certificate signed by an officer of the Association setting forth whether the assessments
on a specified Lot have been paid.
A. From and after March 1 of the year immediately following the conveyance of the
first Lot to an Owner, the Annual Assessment may be increased each year not more than ten
percent (10%) above the Annual Assessment for the previous year without a vote of the
Members, except as herein provided.
B. From and after March 1 of the year immediately following the conveyance of the
first Lot to an Owner, the Annual Assessment may be increased above ten percent (10%) by a
vote of a majority of the Members who are voting in person or by proxy at a meeting duly called
for this purpose.
C. The Board of Directors may increase the amount of the Annual Assessment to
$1,500.00 per Lot notwithstanding the provisions of subparagraphs A and B above, and thereafter
the limitations set forth in said subparagraphs shall apply to any annual increase.
SECTION 4. Special Assessments for Capital Improvements. In addition to the Annual
Assessments authorized above, the Association may levy, in any assessment year, a Special
Assessment applicable to the year only for the purpose of defraying, in whole or in part, the cost
of any construction, reconstruction, repair or replacement of a capital improvement upon the
Common Areas and any Limited Common Areas, including but not limited to all utility rights of
way, drainage easements or any other easements for the benefit of the lot owners or the
association and fixtures and personal property related thereto, provided that any such assessment
shall have the assent of a majority of the Members who are voting in person or by proxy at a
meeting duly called for this purpose.
SECTION 5. Insurance Assessment. All premiums on insurance policies purchased by
the Board of Directors or its designee pursuant to Article III and any deductibles payable by the
Association upon loss shall be a common expense, and the Association may in any assessment
year levy against the Owners equally an "Insurance Assessment', in addition to the Annual
Assessments providad for under Section 3 above, which shall be in an amount sufficient to pay
the annual cost of all such deductibles and insurance premiums not included as a component of
the Annual Assessment, Such assessment shall not be subject to the 10% limitation set out in
Section 3. A. and B. of this Article IV.
in

SECTION 6. Ad Valorem Tax Assessments. All ad valorem taxes levied against the
Common Areas, if any, shall be a common expense, and the Association may in any assessment
year levy against the Owners equally an "Ad Valorem Tax Assessment", in addition to the
Annual Assessments provided for under Section 3 above, which shall be in an amount sufficient
to pay such ad valorem taxes in such year not included as a component of the Annual
Assessment. Such assessment shall not be subject to the 10% limitation set out in Section 3. A.
and 13. of this Article IV.
SECTION 7. Working Capital Assessments. At the time title to a Lot is conveyed to an
Owner by Declarant, the Owner shall pay to the Association as working capital an amount equal
to two months' assessments. Provided, however, that builders shall not be required to pay any
working capital until the lot is sold to a third party or the property is occupied as a residence,
whichever occurs first. Such funds shall be used solely for initial operating and capital expenses
of the Association such as prepaid insurance, supplies, and furnishings, fixtures and equipment
for the Common Areas, etc. Amounts paid into the working capital fund are not to be considered
as advance payment of the Annual or any other assessments. Any working capital funds
remaining after the last Lot has been sold by Declarant shall be transferred to and become part of
the general funds of the Association, in the discretion of the Board of Directors.
SECTION 8. Notice and Quorum Per Any Action Authorized under Sections 3 and 4.
Written notice of any meeting called for the purpose of taking any action authorized under
Section 3 and 4 shall be sent to all Members not less than thirty (30) days nor more than sixty
(60) days in advance of the meeting. At the first such meeting called, the presence of Members or
of proxies entitled to cast fifty percent (50%) of all votes of each class of Membership shall
constitute a quorum. The required quorum at the subsequent meeting shall be one-half (%) of the
required quorum at the preceding meeting. No such subsequent meeting shall be held more than
sixty (60) days following the preceding meeting.
SECTION 9. Uniform Rate of Assessment. The Assessments must be fixed at a uniform
rate for all Lots and may be collected on a monthly basis.
SECTION 10. Commencement of Assessments. Assessments for each Lot shall
commence upon the date of acceptance by an Owner of a deed from Declarant.
SECTION 11. Effect of Nonpayment of Assessments and Remedies of the Association.
Any Assessment or installment thereof not paid within thirty (30) days after the due date shall
bear interest from the due date at the highest rate allowable by law. The Association may bring
an action at law against the Owner personally obligated to pay the same, or foreclose the lien
against the Owner's Lot in the same manner as a deed of trust under power of sale as allowed
render North Carolina Law. No Owner may waive or otherwise escape liability for the
Assessments provided for herein by non-use of the Common Area or abandonment of his Lot.
All unpaid installment payments of Assessments shall become Immediately due and payable if an
Owner fails to pay any installment within the time permitted.
SECTION 12. Subordination Of The Lien To Mortgage. The lien of the Assessments
provided for herein shall be subordinate to the lien of any first mortgage. Sale or transfer of any
Lot shall not affect the Assessment lien. However, the sale or transfer of any Lot pursuant to
mortgage foreclosure or any proceeding in lieu thereof, shall extinguish the lien of such
Assessments as to payments which became due prior to such sale or transfer. No sale or transfer
shall relieve such Lot from liability for any Assessments thereafter becoming due or from the lien
thereof.
ARTICLE V
RIGHTS OF DEVELOPER/DEVELOPER CONTROL
The Declarant shall have and there is hereby reserved to the Declarant, the following
rights, powers and privileges which shall be in addition to any other rights, powers and privileges
reserved to the Declarant herein:
SECTION 1. The Association/Period of Declaration Control. All the powers and duties of
7

the Board of Directors of the Association may be exercised by the Declarant, and the Developer
shall appoint all members of the Board of Directors, until such time as ninety percent (90%) of
the Lots within the Development have been sold or conveyed by; the Declarant to purchasers (the
"Developer Control Period"). Management and control can be voluntarily transferred by
Declarant to the Owners at any time.
SECTION 2. The Architectural Control Committee. All duties and responsibilities
conferred upon the Architectural Control Committee by this Declaration or the By-laws of the
Association shall be exercised and performed by the Declarant or its designee, so long as
Declarant shall own any Lot within the Property or any Additional Property. Thereafter, the
Architectural Committee shall be as designated in Article VI, Section 1.
SECTION 3. Plan of Development. The right to change, alter or redesignate the
allocated planned, platted, or recorded use or designation of any of the lands constituting the
Development (so long as the Declarant retains title to said lands) including, but not limited to,
the right to change, alter or redesignate road, utility and drainage facilities and easements and to
change, alter or redesignate such other present and proposed amenities or facilities as may in the
sole judgment and discretion of Declarant be necessary or desirable. The Declarant hereby
expressly reserves unto itself, its successors and assigns, the right to re -plat any one (1) or more
Lots shown on the plat of any subdivision of the Property or Additional Property in order to
create one or more modified Lots; to further subdivide tracts shown on any such subdivision plat
into two or more Lots; to recombine one or more tracts or Lots or a tract and Lots to create a
larger tract; to eliminate from this Declaration Lots that are not otherwise buildable or are needed
for access or are needed for use as private roads or access areas, and to take such steps as are
reasonably necessary to make such re -platted Lots or tracts suitable and fit as a building site or
access area or roadway.
SECTION 4. Amendment of Declaration by the Declarant. This Declaration may be
amended by the Declarant, or the Board of the Association, as the case may be, as follows:
A. In any respect, prior to the sale of the first Lot.
B. To the extent this Declaration applies to Additional Property.
C. To correct any obvious error or inconsistency in drafting, typing or reproduction.
D. To qualify the Association or the Property and Additional Property, or any portion
thereof, for tax exempt status.
E. To include any platting change as permitted herein.
F. To conform this Declaration to the requirements of any law or governmental
agency having legal jurisdiction over the Property or any Additional Property or to qualify the
Property or any Additional Property or any Lots and improvements thereon for mortgage or
improvement loans made, insured or guaranteed by a governmental agency or to comply with the
requirements of law or regulations of any corporation or agency belonging to, sponsored by, or
under the substantial control of the United States Government or the State of North Carolina,
regarding purchase or sale of such Lots and improvements, or mortgage interests therein, as well
as any other law or regulation relating to the control of property, including, without limitation,
ecological controls, construction standards, aesthetics, and matters affecting the public health,
safety and general welfare. A letter from an official of any such corporation or agency, including,
without limitation, the Veterans Administration, U. S. Department of Housing and Urban
Development, the Federal Home Loan Mortgage Corporation, Government National Mortgage
Corporation, or the Federal National Mortgage Association, requesting or suggesting an
amendment necessary to comply with the requirements of such corporation or agency shall be
sufficient evidence of the approval of such corporation or agency, provided that the changes
made substantially conform to such request or suggestion. Notwithstanding anything else herein
to the contrary, only the Declarant, during the Developer Control Period, shall be entitled to
amend this Declaration pursuant to this Section 4, F.

ARTICLE VI.
USE RESTRICTIONS AND ARCHITECTURAL CONTROL
SECTION 1. Building and Site Improvement. No dwelling, wall or other structure,
including fences, shall be commenced, erected, or maintained upon any Lot, nor shall any
exterior addition to or change in or alteration therein (including painting or repainting of exterior
surfaces) be made until the plans and specifications showing the nature, kind, shape, heights,
materials, colors and location of the same shall have been submitted to and approved in writing
as to harmony of external design and location in relation to surrounding structures and
topography by the Declarant, or its designee, or, after the sale of all Lots by Declarant, by the
Board of Directors of the Association, or by an Architectural Control Committee composed of
three (3) or more representatives appointed by the Board. In the event the Declarant, or its
designee, or, if applicable, the Board, or the Architectural Control Committee, fails to approve or
disapprove such design and location within thirty (30) days after said plans and specifications
have been submitted to it, approval will not be required and this Article will be deemed to have
been fully complied with. Refusal or approval of any such plans, location or specification may be
based upon any ground, including purely aesthetic mid environmental considerations, that in the
sole and uncontrolled discretion of the Declarant, the Board, or Architectural Control Committee
shall be deemed sufficient. One copy of all plans and related data shall be furnished to the
Declarant, the Board, or Architectural Control Committee, as the case may be, for its records.
Neither the Declarant, the Board, nor the Architectural Control Committee shall be responsible
for any structural or other defects in plans and specifications submitted to it or any structure
erected according to such plans and specifications.
SECTION 2. Approval of Plans. No house plans will be approved unless the proposed
house shall have a minimum of 2,500 square feet of enclosed, heated dwelling area. The term
"enclosed, heated dwelling area" as used in the minimum requirements shall be the total enclosed
area within a dwelling which is heated by a common heating system; provided, however, that
such term does not include garages, terraces, decks, open porches, and like areas.
B. Since the establishment of inflexible building setback lines for location of houses
on lots tends to force construction of houses directly to the side of other homes with detrimental
effects on privacy, view, preservation of important trees and other vegetation, ecological and
related considerations, no specific setback lines shall be established by this Declaration. In order
to assure, however, that the foregoing considerations are given maximum effect, the site and
location of any house or dwelling or other structure upon any lot shall be controlled by and must
be approved absolutely by the Declarant, the Board, or the Architectural Control Committee, as
the case may be.
C. The exterior of all houses and other structures must be completed within twelve
(12) months after the construction of same shall have commenced, except where such completion
is impossible or would result in great hardship to the Owner or builder, due to strikes, fires,
national emergency or natural calamities.
D. No structure shall be erected, altered, placed or permitted to remain on any Lot,
except one single family dwelling not to exceed two and one-half stories in height. No garage
apartments are allowed.
E. All service utilities, fuel tanks, and wood piles are to be enclosed within a wall or
plant screen of a type and size approved by the Declarant, the Board or the Architectural Control
Committee, so as to preclude the same from causing an unsightly view from any highway, street
or way within the subdivision, or from any other residence within the subdivision. All mail and
newspaper boxes shall be uniform in design. Design for mail and newspaper boxes shall be
furnished by Declarant. Fences shall be permitted on any Lot; provided, however, that the design
and materials of any fence are approved by the Declarant, the Board, or the Architectural Control
Committee, as the case may be, and provided further, that no fence shall be over six feet in height
or forward of the rear corner of the house or dwelling erected on the Lot. Clothes lines are not
permitted on any Lot.
Of f street parking for not less than two (2) passenger automobiles must be

provided on each Lot prior to the occupancy of any dwelling constructed on said Lot which
parking areas and the driveways thereto shall be constructed of concrete, brick, asphalt, or turf
stone, or any other material approved by Declarant, the Board or Architectural Control
Committee.
SECTION 3. Land Use and Building Tyne. No Lot shall be used for any purpose except
for residential purposes. All numbered Lots are restricted for construction of single family
dwellings only. Different and amended land use restrictions and architectural control guidelines
may be established for Additional Property added to the Development by Declarant; provided,
however, that no Lot may be used for other than single family dwellings except pursuant to
approval of the Members in accordance with this Declaration.
SECTION 4. Nuisances. No noxious or 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. There shall not be maintained any plants or animals, nor device or thing of
any sort whose normal activities or existence are in any way noxious, dangerous, unsightly,
unpleasant or other nature as may diminish or destroy the enjoyment of other Lots by the Owners
thereof. It shall be the responsibility of each Owner to prevent the development of any unclean,
unsightly or unkept condition of buildings or grounds on the Owner's Lot which would tend to
substantially decrease the beauty of the neighborhood as a whole or the specific area.
SECTION 5. Lot Maintenance. Each Lot Owner shall keep his Lot free from weeds,
underbrush or refuse piles, or unsightly growth or objects. In the event the Owner fails to do so,
then, alter thirty days notice from the Architectural Control Committee, the Association or its
designee may enter upon the Lot and remove the same at the expense of the Owner, and such
entry shall not be deemed a trespass, and in such event a lien shall arise and be created in favor of
the Association for the full amount of the cost thereof chargeable to such Lot, including
collection costs and such amounts shall be due and payable within thirty (30) days after the
Owner is billed therefor. Such lien shall be enforceable by Court proceedings as provided by law
for enforcement of liens.
SECTION 6. Temporary Structures. No structure of a temporary character, trailer,
basement, tent, shack, garage, barn or other outbuilding shall be used on any Lot any time as a
residence either temporarily or permanently without the written consent of the Association or its
designee; provided, however, that this shall not prevent the Declarant, its designees or assigns
from maintaining a construction trailer or office on any part of the Development until the
construction of dwellings on all Lots is completed. Provided that any temporary structure must
comply with all governmental laws regulations whether state or local pertaining to said
structures. However, nothing herein shall be meant to prevent the construction (with Developer's
consent) of'storage and utility buildings. It is the express intention of the Developer that no
trailer or mobile home (including a double -wide mobile home) shall be allowed on said property.
Nothing herein shall be construed to prevent the use, upon Developer's approval, as set forth
above, of a prefabricated or modular home as long as same is consistent with the general
development and the standards of quality of said subdivision and is not materially detrimental to
the value of the subdivided lots in said subdivision.
SECTION 7. Vehicles/Boats. No boat, motor boat, camper, school bus, trailer, motor or
mobile homes, tractor/trailer, (including vehicles rated to handle over one ton) or similar type
vehicle, shall be permitted to remain on any Lot or on any street at any time, without the written
consent of the Association or its designee. No inoperable vehicle or vehicle without current
registration and insurance, will be permitted on any Lot, street or Common Area. The
Association shall have the right to have all such vehicles towed away at the owner's expense. No
repairs to any vehicle may be made on streets or in driveways but only in garages or other areas
and not visible from the street. Due to noise concerns, safety, liability and property damage
reasons, no motorized, gas or electric vehicles, including dirt bikes and all terrain vehicles
(ATV's) are permitted on the Common Area/Open Space or grounds of the properties or on lots
yet to be built on. Only maintenance equipment needed to maintain the grounds is exempt from
this rule.
SECTION 8. Animals. No animals, livestock or poultry of any kind shall be kept or
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I
maintained on any Lot or in any dwelling except that dogs, cats or other household pets may be
kept or maintained provided that they are not kept or maintained for commercial purposes and do
not exceed three (3) pets in one household, and provided further that they are not allowed to run
free, are at all times kept properly leashed or under the rule of their owner and do not become a
nuisance to the neighborhood.
SECTION 9. Statuary, Television Satellite Dishes and Antennas. No yard statuary or TV
satellite signal receiving dishes are permitted on any Lot and no outside radio or television
antennas shall be erected on any Lot or dwelling unit unless and until permission for the same
has been granted by the Board of Directors of the Association or its Architectural Control
Committee. Provided, however, an owner may install a satellite dish not exceeding 24 inches
without further approval provided said satellite dish is installed in the rear portion of the yard or
the rear portion of the dwelling.
SECTION 10. Exterior Lights. All light bulbs or other lights installed in any fixture
located on the exterior of any building or any Lot for the purpose of illumination shall be clear,
white or non -frost lights or bulbs.
SECTION 11. Landscaping. Prior to initial occupancy of the residence constructed on
each Lot, the front yard area of such Lot must be sodded; provided, however, that any areas to be
used as planting beds for trees and shrubs need not be sodded so long as such beds are planted
prior to initial occupancy of the Lot. The Declarant, the Board or the Architectural Control
Committee, as the case may be, may on account of adverse weather conditions or for other good
cause shown permit such landscaping to be done within a period of six months after initial
occupancy of the residence.
SECTION 12. Signs. Except for lots upon which are located model homes constructed
by builders approved by the Declarant, no signs of any type or description shall be placed on or
displayed on any residential lot except signs "For Rent" or "For Sale," which signs shall not
exceed six square feet in size. Model homes, including unrestricted signage, may remain in use
as models as long as there are lots available for sale in said subdivision. Notwithstanding any
language to the contrary, builders may erect in common areas temporary directional signs or
signage not larger than ten square feet in size.
SECTION 13. Alterations. No person shall undertake, cause, or allow any alteration or
construction in or upon any portion of the Common Areas except the direction or with the
express written consent of the Association.
SECTION 15. Subdividing. Subject to the provisions of Article V hereof, no Lot shall be
subdivided, or its boundary lines changed except with the prior written consent of the Declarant
during the period of Declarant control of the Association and thereafter by the Board of Directors
of the Association.
ARTICLE VII.
ANNEXATION OF ADDITIONAL PROPERTY
SECTION 1. Declarant may annex to and make a part of the Development any other real
property which Declarant now owns or which Declarant may hereafter acquire or develop
provided the property is adjacent to property already subject to these covenants (the "Additional
Property"), as follows:
A. Except as provided in subparagraph B, below, annexation of Additional Property
to the Development shall require the assent of a majority of the Members who are voting in
person or by proxy at a meeting called for this purpose, written notice of which shall be sent to
all Members not less than 30 days nor more than 60 days in advance of the meeting.
B. Additional Property may be annexed to the Development without the assent of the
Members so long as the Additional Properly can be used only for residential purposes and related
facilities usually appurtenant to residential developments, recreational facilities and Common
Areas.
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SECTION 2. Annexation of Additional Property shall occur upon4he recording, in the
Office of the Register of Deeds for the county where the Additional Property is located, of (i) a
subdivision plat for the Additional Property and (ii) a supplemental declaration stating that the
Additional Property is made a part of the Development and is subject to this Declaration. Upon
recording of such plat and supplemental declaration, the Additional Property shall become fully
subject to the terms of this Declaration, except to the extent that pursuant to Article V, Section 4
hereof, the Declarant amends the applicability of this Declaration to the Additional Property.
SECTION 3. Nothing herein shall prevent Declarant from using the name "ANDREWS
REACH" in conjunction with the development of other real property which is not made part of
the Development and subject to this Declaration.
ARTICLE VIII.
GENERAL PROVISIONS
SECTION 1. Enforcement. The Association, or any Owner, shall have the right to
enforce, by any proceeding at law or in equity, all restrictions, conditions, covenants,
reservations, liens and charges now or hereafter imposed by the provisions of this Declaration.
Failure by the Association or by an Owner to enforce any covenant or restriction herein contained
shall in no event be deemed a waiver of the right to do so thereafter.
SECTION 2. Enforcement of Storm Water Runoff Regulations. The following
covenants are intended to ensure ongoing compliance with State Storm water Management
Permit Number, 5W50GO444 as issued by the Division of Water Quality under
NCAC 21-I. 1000.
A. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the storm water management permit.
B. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
C. The covenants pertaining to storm water may not be altered or rescinded without
the express written consent of the State of North Carolina, Division of Water Quality.
D. Alteration of the drainage as shown on the approved plan may not take place
without the concurrence of the Division of Water Quality.
E.
The maximum allowable
built -upon area for Lots 1 through 40 is 5,000 square feet per lot. Built upon area for any future
condominium site shall not exceed 46,639 square feet. This allotted amount includes any built -
upon area constructed within the lot property boundaries, and that portion of the right-of-way
between the front lot fine and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but
does not include raised, open wood decking, or the water surface of swimming pools.
F. All runoff from the built -upon areas on the lot must drain into the permitted
system. This may be accomplished through providing roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to co/lect lot runoff and
directing them into the stormwater system or into the street Lots that wi/I naturally drain into the
system are not required to provide these additional measures.
SECTION 3. Severability. Invalidation of any one of these covenants or restrictions by
judgment or court order shall in no wise affect any other provisions which shall remain in full
force and effect.
SECTION 4. Lots Subject to Declaration. All present end future Owners, tenants and
occupants of Lots and their guests or Invitees, shall be subject to, and shall comply with the
provisions of the Declaration, and as the Declaration may be amended from time to time. The
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acceptance of a deed of conveyance or the entering into of a lease or the entering into occupancy
of any Lot shall constitute an agreement that the provisions of the Declaration are accepted and
ratified by such Owner, tenant or occupant. The covenants and restrictions of this Declaration
shall inure to the benefit of and be enforceable by the Association, or the Owner of any Lot, their
respective legal representatives, heirs, successors and assigns, and shall run with and bind the
land and shall bind any person having at any time any interest or estate in any Lot, as though such
provisions were made a part of each and every deed of conveyance or lease, for a term of twenty
(20) years from the date this Declaration is recorded, after which time they shall be automatically
extended for successive periods of ten (10) years.
SECTION 5. Amendment of Declaration. Except as provided elsewhere herein, the
covenants and restrictions of this Declaration may be amended only by an instrument duly
recorded in the Office of the Register of Deeds of the county where the Development is located,
executed by the duly authorized officers of the Association upon the vote of not less than a
majority of the Lot Owners; provided that no amendment shall alter any obligation to pay ad
valorem taxes or assessments for public improvements, as herein provided, or affect any lien for
the payment thereof established herein. In no event may the Declaration be amended so as to
deprive the Declarant of any rights herein granted or reserved unto Declarant.
IN WITNESS WHEREOF, the parties hereto, have caused this Declaration to be executed
in their corporate name and the corporate seal affixed by its duly authorized officers this day and
year first above written.
FOOTINGS OF WILMINGTON, INC.
(SEAL)
President
STATE OF NORTH CAROLINA
COUNTY OF
1, , a Notary Public in and for said County and State, do
hereby certify that personally came before me this day and
acknowledged that he is President of FOOTINGS OF WILMINGTON, INC., a North Carolina
corporation which is the company described in and which executed the foregoing instrument; that
he executed said instrument in the company name by subscribing his name thereto
WITNESS my hand and notarial seal, this the _ day of June, 2005.
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