SW8060429_HISTORICAL FILE_20120809 (3)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 \2 0,8 0 �l
YYYYMMDD

WDEE R
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
August 9,2012
Robert Capps, III, Member/Manager
GCW Properties, LLC
Post Office Box 29089
Greensboro, NC 27429
Subject: State Stormwater Management Permit No. SW8 060429
Lucky Fish Subdivision
High Density Commercial Wet Detention Pond Project
New Hanover County
Dear Mr. Capps:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Lucky Fish
Subdivision on August 7, 2012. 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 and Session Law 2008-
211. We are forwarding Permit No. SW8 060429 dated August 9, 2012, for the construction, operation and
maintenance of the BMP's and built -upon areas associated with the subject project.
This permit shall be effective from the date of issuance until August 9, 2020, and shall be subject to the conditions
and limitations as specified therein. Please pay special attention to the conditions listed in this permit regarding the
Operation and Maintenance of the BMP(s), recordation of deed restrictions, certification of the BMP's, procedures for
changes of ownership, transferring the permit, and renewing the permit. Failure to establish an adequate system for
operation and maintenance of the stonnwater management system, to record deed restrictions, to certify the BMP's,
to transfer the permit, or to renew the permit, 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 by filing a written petition with the Office of Administrative Hearings (OAH). The written petition
must conform to Chapter 150B of the North Carolina General Statutes, and must be filed with the OAH within thirty
(30) days of receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if a filing
fee is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via
telephone at 919-431-3000, or visit their website at www.NCOAH.com. 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 Chris Baker, at (910)
796.7215.
Sincerely,
C� �l
+ForhWakild, POE, Director
Division of Water Quality
GDS/csb: S:\WQS\Stormwater\Permits & Projects\2006\060429 HD\2012 08 permit 060429
cc: Gary Pape, P. E., GSP Consulting, PLLC.
New Hanover County Building Inspections
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] Customer Service: 1.877-623.6748 North Carolina
Internet: w .ncwaterqualiry.org Naturally
An Equal OppotlunitylAmrmatwa Action Employer li

State Stormwater Management Systems
Permit No. SW8 060429
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL 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
GCW Properties, LLC
Lucky Fish Subdivision
Canady Road, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of four infiltration basins and four infiltration
trenches in compliance with the provisions of Session Law 2008-211 and 15A NCAC 2H
.1000 (hereafter collectively and separately 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 9, 2020, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 on page 3 of this permit. The stormwater control
has been designed to handle the runoff from 41,498 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.8 on
page 3 of this permit, and as shown on the approved plans.
4. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be
recorded showing all such required easements, in accordance with the approved
plans.
5. The runoff from all built -upon area within the permitted drainage area of this project
must be directed into the permitted stormwater control system.
6. The project shall provide a 50' wide vegetated buffer adjacent surface waters,
measured horizontally from and perpendicular to the normal pool of impounded
structures, the top of bank of both sides of streams and rivers, and the mean high
water line of tidal waters.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 060429
7. The following design criteria have been permitted for the infiltration basins and
trenches and must be provided and maintained at design conditions:
Infiltration Trench Table
Lot 2A
Lot 2B
Lot 3C
Lot 3C
(Cart Path
& Lot
a.
Drainage Area, acres:
Onsite, ft2:
Offsite ft2
0.36
15,484
N/A
0.37
15,608
476
0.06
2,400
N/A
0.33
14,562
N/A
b.
Total Impervious Surfaces, ft :
Onsite, ft2:
Offsite ft2
4,900
4,900
N/A
5,773
5,297
476
2,400
2,400
N/A
4,448
4,448
N/A
C.
Design Storm, inches:
3.75
3.75
3.75
3.75
d.
Trench Length, feet:
96.63
122.63
44.63
162.63
e.
Trench Width, feet:
8.04
8.08
1 8.04
4.32
f.
Trench Depth, feet:
3.65
3.65
3.65
3.65
g.
Bottom Elevation FMLS:
23.5
23
20
20
h.
Bottom Surface Area, ft :
507
507
359
703
i.
Bypass Weir Elevation, FMLS:
N/A
N/A
N/A
N/A
Perforated Pie Diameter, In:
24
24
24
24
k.
Perforated Pipe Len th ft:
92
116
38
156
I.
Permitted Stora a Volume, ft:
1,473
1,876
668
1,319
M.
Pre-dev. 1 r-24 hr. discharge rate cfs:
0.36
0.37
0.06
0.33
n.
Type of Soil:
Le & La
Le & La
Le & La
Le & La
o.
Expected Infiltration rate:
9
6
6
6
p.
Seasonal High Water Table, FMSL:
21.5
21
18
18
q.
Time to Draw Down hours
0.5
1.0
1.0
0.5
r.
Receiving Stream/River Basin:
i Pages Creek/Cape
Fear
S.
Stream Index Number:
18-87-22
t.
Classification of Water Body:
SA;HQW
Infiltration Basin Table
Lot 1A
Lot 1B
Lot 3A
Lot 36
a.
Drainage Area, acres:
Onsite, ft2:
Offsite ft2
0.36
15,696
N/A
0.45
19,548
N/A
0.36
15,810
N/A
0.46
19,931
N/A
b.
Total Impervious Surfaces, ft :
Onsite, ft2:
Offsite, ft2
6,009
6,009
N/A
5,932
5,932
N/A
6,137
6,137
N/A
5,899
5,899
N/A
C.
Design Storm, inches:
3.75
3.75
1 3.75
3.75
d.
Basin Depth, feet:
1.5
0.8
1.4
1.2
e.
Bottom Elevation FMSL:
26.5
27.2
26.6
26.8
f.
Bottom Surface Area, ft :
1 ,401
2,278
500
3,114
g.
Bypass Weir Elevation, FMLS:
N/A
N/A
N/A
N/A
h.
Permitted Storage Volume ft :
2,901
1,792
2,212
3,566
i.
Pre-dev. 1 r-24 hr. discharge rate cfs:
0.36
0.45
0.36
0.46
j.
Post-dev.1 r-24 hr. discharge rate, cfs:
0.88
0.96
0.89
0.97
k.
Type of Soil:
Le & La
Le & La
Le & La
Le & La
I.
Expected Infiltration rate:
7.1
7.9
7.1
7.1
m.
Seasonal High Water Table FMSL:
24.5
22.8
24.6
23.5
n.
Time to Draw Down, hours
0.5
0.5
0.7
0.5
o.
Receiving Stream/River Basin:
Pages Creek/Cape
Fear
Stream Index Number:
18-87-22
Classification of Water Body:
SA;HQW
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 060429
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.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowiny 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 bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
4. 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.
5. 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.
6. 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.
7. Records of maintenance activities must be kept for each permitted BMP. The
reports will indicate the date, activity, name of person performing the work and
what actions were taken.
8. 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.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. 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 060429
11. 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 development, subdivision, acquisition, lease or sale of any, all or
part of the project area. The project area is defined as all property owned
y 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.
12. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
III. GENERAL CONDITIONS
Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
This permit is not transferable to any person or entity except after notice to and
approval by the Director. At least 30 days prior to a change of ownership, or a
name change of the project or of the permittee or a mailing address change, the
permittee shall submit a completed and signed Name/Ownership Change form to
the Division of Water Quality, accompanied by the appropriate documentation as
listed on the form. 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. Neither the sale of the project
in whole or in part, nor the conveyance of common area to a third party shall
constitute an approved transfer request.
4. 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.
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.
6. 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.
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.
The permit issued shall continue in force and effect until revoked or terminated.
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.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 060429
9. Unless specified elsewhere, permanent seeding requirements for the stormwater
controls must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et. al.
11. The permittee shall submit a permit renewal application at least 180 days prior to
the expiration date of this permit. The renewal request must include the
appropriate documentation and the processing fee.
Permit modified and reissued this the 9th day of August, 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 060429
Lucky Fish Subdivision
Stormwater Permit No. SW8 060429
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 060429
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 weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the 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
New Hanover County Building Inspections
Page 8 of 8

DWQ US17 ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW —1995 ❑ Coastal SW — 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form ntay be photocopied for use as an original
1. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Lucky Fish Subdivision (aka Vineyard at Pages Creek)
2. Location of Project (street address):
1647 & 1653 Canady Road
City:Wilmington County:New Hanover
3. Directions to project (from nearest major intersection):
Turn on Middle Sound Loop Road from Market Street. Turn on to Mason Landing Road then turn left
on Canady Road Go about 1 mile and site is on the left
4. Latitude:34° 16' 16" N Longitude:77° 46' S7" W of the main entrance to the project.
❑. PERMIT INFORMATION:
1. a. Specify whether project is (check one): [—]New ®Modification
b.lf this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 060429 , its issue date (if known)May 16, 2006 and the status of
construction: ❑Not Started ®Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density []Drams to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major
❑Sedimentation/Erosion Control
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
ac of Disturbed Area
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
SOW1\iL
JUN 3 9 2012
BY:.___
FormSWU-101 Version071un2010 Page I of6

711. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the oroiect):
Applicant/Organization:GCW Properties LLC
Signing Official & Title:Robert A. Caps, III - Member/Manager
b.Contact information for person listed in item la above:
Street Address:PO Box 29089
City:Greensboro State:NC Zip:27429
Mailing Add ress (if applicable):
Phone:
Em
Fax:
Zip:
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax: ( I
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing Ad
Phone: ( 1 Fax:
Email:
4. Local jurisdiction for building permits:
Point of Contact:
Form SWU-101 Version 07Jun2010 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater will be teated by the use of infiltration basins and infiltration trenches
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUDApproval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.lf claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ❑ Ph II — Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 3.48 acres 5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project Area*:
3.48 acres
Total project area shall be calculated to exclude the following: the normal cool of imppounded structures, the area
between the barks of streams and rivers, the area below the ) lornral High ater (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NH W (or MHM line. The resultant project area is used to
calculate overall percent built upon area (Bl lA). Non -coastal wetlands landward of the NHW (or MHW) line may be
included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 27.3 %
9. How many drainage areas does the project have?8 (For high density, count 1 for each proposed engineered
Stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area IA
Drainage Area 1B
Draina>e Area 2A
Drainage Area 213
Receiving Stream Name
Pages Creek
Pages Creek
Pages Creek
Pages Creek
Stream Class *
SA, HQW
SA, HQW
SA, HQW
SA, HQW
Stream Index Number *
18-87-22
18-87-22
18-87-22
18-87-22
Total Drainage Area (sf)
15,696
19,548
15,484
16,084
On -site Drainage Area (sf)
15,696
19,548
15,484
4(rBS4 i5
Off -site Drainage Area (sf)
1
14-1(.1
Proposed Impervious Area** (so
6,009
5,932
4,900
5,773
'Z2 hn ervious Area** (total)
38.3
30.3
31.6
35.9
Impervious** Surface Area
Drainage Area lA
Drainage Area 1 B
Drainage Area 2A
Drainage Area 2B
On -site Buildings/Lots (sf)
4,300
4,300
4,900
4,300
On -site Streets (sf)
1,709
1,632
997
On -site Parking (sf)
On -site Sidewalks (sf)
Other on -site (sf)
Future (sf)
Off -site (sf)
476
Existing BUA*** (sf)
Total (sf):
6,009
5,932
4,900
5,773
* Stream Class and Index Number can be determined at: htt r. ortal.nedenr.or w� a si c s
** pq
Irn rervious area is defined as the built upon area including, but not limited to, bu
sidewalks, gravel areas, etc.
*** Report only that amount of existing BUA that will remain after development. Do t rMN rfTSea�gg that is
to be removed and which will be replaced by new BUA.
Perm SWU-101 Version 07Jun2010 Page 3 of 6 f1V ---
i

Basin Information
Drainage Area 3A
Drainage Area 313
Drainage Area 3C - Lot
Drainage Area 3C - Cart Path & Lot
Receiving Sutrcam Name
Pages Creek
Pages Creek
Pages Creek
Pages Creek
Stream Class
SA, HQW
SA, IIQW
SA, IIQW
SA, IIQW
Stream Index NnmhCa'
18-87-22
18-87-22
18-87-22
18-87-22
Total Drainage Area (so
15,810
19,931
2,400
14,562
On -Site Drainage Area (so
15,810
19,931
2,400
14,562
Off -site Drainage Area (st)
Proposed Impervious Area (so
6,137
5,899
2,400
4,448
% Impavi0us Area (Total)
38.8%
29.6%
100.0%
30.5%
Impervious Surface Area
Drainage Area 3A
Drainage Area 313
Drainage Area 3C - Lot
Drainage Area 3C - Cart Path K Lot
On -Site Buildings/Lots (so
4,470
4,300
2,400
1,900
On -Site Streets (so
1,667
1,599
On -Site Parkin (so
On -Site Sidewalks (so
Other On -Site (so (cartpath)
2,548
Off -Site (so
Existing BUA (so
Total (so
6,137
.5,899
2,400
4,448
ECEI VE
JUN 2 9 2012
Nv:

11. Flow was the off -site impervious area listed above determined? Provide documentation.
Proiects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be .subject to more stringent stonmwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable stale stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from htlp://12ortal.ncdenr.or&web/wq/ws/su/bmp-manual.
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. A detailed application instruction sheet and BMP
checklists are available from littp://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map atlittl2://12ortal.iicdeiir.org/web/wq/­ws/`­su/­maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from htttr////12ortal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.cnvlielp.orgL12ages/onestol2exl2ress.htmi for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1k mile of the site boundary, include the Yz
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
e Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations. C L�
I. Details of roads, drainage features, collection systems, and stormwater control t
asures. 1 v C
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineate y all IN 2 9 2012
qualified person. Provide documentation of qualifications and identify the persJl4
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calMatiens
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
Form SWU-101 Version 07Jun2010 Page 4 of 6

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify _
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No:
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC _
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http: / / www.secretar;y.st,ite.nc. us /Corporations /CSea rcli.as12x
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Carry S. Pape, PE
Consulting Firm: GSP Consulting, PLLC
Mailing Address:6626 Gordon Road Unit C
City:Wibnington State:NC Zip:28411
Phone: (910 ) 442-7870
Email:gpape a gsp-consulting.com
Fax: (910 ) 799-6659
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
s JUN292012
�V
Form SWU-101 Version 07Jun2010 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a viol of NC —General tat�143-215.1 and may result in appropriate enforcement action including
the asses nt of vyf penalties o,�t ' o$?`000_er day, pursuant to NCGS 143-215.6.
Date:
Public for the State of County of
do hereby certify that personally appeared
before me this _ day of . and acknowledge the due execution of the application for a
stormwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
�1, (print or type name of person listed in Contact Information, item 1a) �A. vp5
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
�Vp)icable stormwater rules under 15A NCAC 2H .1000, SL 2006-246 (Ph. II — Post Construction) or SL 2008-211.
1, S • � _ a Notary Public for the State of _POJ')�% ��O (�� , Countyof
e Ahovd, do hereby certify that Ktan4 6/4- A. Cats personally appeared
before me this 104, ay of M01° and a wledge thVdu execution of the application for a
stornwater permit. Witness my hand and official seal,
"`���Wt k rSu���p
NOTAR 1-
PUBLIC
Form SWU-101 Version 07Jun2010
SEAL
My commission expires Am'i 1 3/ ?01
'FORIVE.
JUN 191011
Page 6 of 6

„. ,
. � Y.. "
1 ). �
l
i��
N � n it � f'' �

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 21-1.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built -upon"
area consistent with the design criteria used to size the stormwater control facility.
I, Robert A. Capps , acknowledge, affirm and agree by my signature
below, that I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number _SW8 060429 , as issued by the Division of Water Quality under the
Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. 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.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is 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.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
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.
7. Each lot will maintain a 30** foot wide vegetated buffer between all impervious areas and surface
waters.
**50 foot for projects located in the 20 coastal counties.
8. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional measures.
rJ
ICEIVE
UN 2 9 2012
BY: --
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 2

6. The maximum built -upon area per lot, in square feet, is as listed below.
r Lot tr BUA Lot # BUA Lot #
LOT OTHER LOT OTHER
1A 44,300 11,709 2B 4,300 1,473 3B
1B 44,300 1,632 3A 44,470 1,667 3C
2A 44,900 0
BUA
LOT OTHER
44,300 1,599
44,300 2,548
FJ
VE
'orUN 2 9 2012
BY: --

Signatur . Date: 3" to - /Z
I, 1' S• F A I, a Notary Public in the
State of 4 (Qwov iK. County of .0 rwrou e'e
do hereby certify that go�cr*A.� . G,�,v1 p personally appeared
11'',,
before me this the � day of /'lG/tJ� 20 1Z, and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
`l Y (fro/. ( �, Zu /� apTARv
My Commission expires _
PUBUG
JUN 2 9 2012
BY:
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 2

...
.a,- _r��._� .��1,.
�{ c�riC ,• 11, ,.

LUCKY FISH SUBDIVISION
STORMWATER NARRATIVE & CALCULATIONS
August 7, 2012
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GSP CONSULTINGV PLLC.
6626 Gordon Road, Unit C
Wilmington, North Carolina 28411
[phone]

INFILTRATION LOT 1A
Drainage Area
Drainage Area
15,696
sf
Drainage Area
0.36
ac
Impervious Area Calculation
Lot
4,300
Road
1,709
Total
6,009
sf
Total
0.14
ac
% Impervious
38.3%
1-Year Peak Flow Calcs
1-Year Pre Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.20
Q=C"I'A 0.36 cfs
1-Year Post Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.49
Q=C'I'A 0.88 cis
Volume/Storage Calculation
Design Storm (P)
1.5 in
Schueler Method Runoff Coeff (RV)
0.39 1 RV = %IMP'0.009+0.05
Required Volume (Vreq)
774 lcf Vreq = (P/12)`RV'DA
1-Year Pre Dev. Volume
1-Year Runoff Depth
3.75 in
Rv=0.05 + 0.9 ` IA
0.050
V=3630' Re' Rv' A
245 cf
1-Year Post Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05 + 0.9 ' IA 0.395
V=3630 - RD * Rv' A 1,935 cf
Required Volume (Vreq) 1,690 cf
Infiltration Calculation
Infiltration Rate (It)
7.1 in/hr
ECS Boring Location #6
System Outflow (Ot)
0.796 cfs
Ot = It`Aeff
Drawdown Time
0.59 hrs
T = Vreq / Ot / 3600
Drawdown Time
0.02 days

INFILTRATION LOT 18
Drainage Area
Drainage Area
19,548
sf
Drainage Area
0.45
ac
Impervious Area Calculation
LotA30.3%
Road
Totalsf
Totalac
%Impervious
1-Year Peak Flow Calcs
1-Year Pre Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.20
Q=C'I`A 0.45 cfs
1-Year Post Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.43
Q=C'I'A 0.96 cfs
Volume/Storage Calculation
Design Storm (P)
1.5 in
Schueler Method Runoff Coeff (RV)
0.32 RV = %IMP'0.009+0.05
Required Volume (Vreq)
790 cf Vreq = (P/12)'RV'DA
1-Year Pre Dev. Volume
1-Year Runoff Depth
3.75 in
Rv=0.05 + 0.9 ' IA
0.050
V=3630' RD' Rv' A
305 cf
1-Year Post Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05+0.9' IA 0.323
V=3630' RD' Rv' A 1,974 cf
Required Volume (Vreq) 1,668 cf
Infiltration Calculation
Infiltration Rate (It)
I 7.9 in/hr
ECS Boring Location #2
System Outflow (Ot)
r 0-. 8- 8-61 cfs
Ot = It'Aeff
Drawdown Time
0.52 hrs
T = Vreq / Ot / 3600
Drawdown Time
0.02 days

INFILTRATION LOT 2A
Drainage Area
Drainage Area 15,484 sf
Drainage Area 0.36 ac
Impervious Area Calculation
Lot 4,900
Total 4,900 sf
Total 0.11 ac
%Impervious 31.6%
1-Year Peak Flow Calcs
1-Year Pre Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.20
Q=C'I'A 0.36 cfs
1-Year Post Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.44
Q=C'I`A 0.78 cfs
Volume/Storage Calculation
Design Storm (P)
1.5 in
Schueler Method Runoff Coeff (RV)
0.33 RV = %IMP'0.009+0.05
1cf
Required Volume (Vreq)
648 Vreq = (P/12)'RV'DA
1-Year Pre Dev. Volume
1-Year Runoff Depth
3.75 in
Rv=0.05 + 0.9 ' IA
0.050
V=3630 - Re' Rv' A
242 cf
1-Year Post Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05 + 0.9 ' IA 0.335
V=3630' Ru' Rv' A 1,620 cf
Required Volume (Vreq) 1,378 cf
Infiltration Calculation
Infiltration Rate (It)
9.0 in/hr
ECS Boring Location #4
System Outflow (Ot)
1.010 cfs
Ot = It'Aeff
Drawdown Time
0.38 hrs
T = Vreq / Ot / 3600
Drawdown Time
0.02 days

Drainage Area
sf
Drainage Area 15,484
Drainage Area 0.36 ac
Impervious Area Calculation
Lot 4,900
Total 4,900 sf
Total 0.11 ac
Impervious 31.6%
Volume/Storage Calculation
Overflow Elevation
1-Year Pre Dev. Volume
1-Year Runoff Depth
Rv=0.05+0.9' Ir,
V=3630' Ro' Rv' A
1-Year Post Dev. Volume
1-Year Runoff Depth
Rv=0.05 + 0.9 ' Iq
V=3630' Re' Rv' A
Required Volume (Vreq)
No. of storage pipes, No.
Nominal Pipe Diameter (D)
Outside Pipe Diameter (OD)
Pipe Spacing (S)
System Edge Spacing (X)
Pipe Length (Lp)
System Depth (H)
System Width (W)
Hydraflow System Width (w)
System Length (L)
Void Fraction (Fv)
Infiltration Rate (It)
Pipe Volume (Vp)
Stone Fill Volume (Vs)
Total Provided Volume (Vt)
System bottom Elev
System top Elev
Effective Area (Aeff)
Required storage depth (Hreq)
Required Storage Elev
Drawdown Calculation
System Outflow (Ot)
Drawdown Time
Lot 2A
3.75 in
0.050
242 cf
3.75 in
0.335
1,620 cf
1,378 of
dft
in
in
in
in
RV = % IMP'0.009+0.05
Vreq = (P/12)'RV'DA
3.65 ft H =4"(BEDDING)+OD+6"(STONE/SAND OVER PIPE)
6.03 ft W=No.'OD+(No:1)`S+2'X
4.02 it w = W / No.
96.63 it L=Lp+2'OD+2'X
0.40I voids for NCDOT #57 stone
9.0 in/hr ECS Boring Location #4
565 cf Vp=No.'PI (D/2)^2*U144
907 Ici Vs = FV'[H'W`L - Vp]
1,473 Ici Vt=Vp+Vs
23.50 ft
27.15 ft
403 ft Aeff = Vt/H
3.42 It Hreq = Vreq/Aeff
26.92 If Elev= System bottom Elev +Hreq
0.16cfs Ot=lt'L'W/43,200
2.53 1 hrs T = Vt / Ot / 3600
1 of

Drainage Area
Drainage Area
Drainage Area
Impervious Area Calculation
1-Year Peak Flow Calcs
INFILTRATION LOT 213
16,084 sf
0.37 ac
Lot
4,300
Road/Lot2A DW
1,473
Total
5,773
sf
Total
0.13
ac
% Impervious
35.9%
1-Year Pre Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.20
Q=C'I'A 0.37 cfs
1-Year Post Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.47
Q=C'I'A 0.87 cis
Volume/Storage Calculation
Design Storm (P)
1.5 in
Schueler Method Runoff Coeff (RV)
0.37 RV = %IMP'0.009+0.05
Required Volume (Vreq)
750 lcf Vreq = (P/12)`RV'DA
1-Year Pre Dev. Volume
1-Year Runoff Depth
3.75 in
Rv=0.05+0.9' IA
0,050
V=3630' Re' Rv' A
251 cf
1-Year Post Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05 + 0.9 ' IA 0.373
V=3630' Re' Rv' A 1,875 cf
Required Volume (Vreq) 1,624 cf
Infiltration Calculation
Infiltration Rate (It)
I 6.0 in/hr
ECS Boring Location #3
System Outflow (Ot)
r 0.673 cfs
Of = It'Aeff
Drawdown Time
0.67 hrs
T = Vreq / Ot / 3600
Drawdown Time
0.03 days

Drainage Area
Drainage Area 16,084 sf
Drainage Area F 0.37 ac
Impervious Area Calculation
LotA35.9%
Road/Lot 2A DW
Totalsf
Totalac
Impervious
Volume/Storage Calculation
Overflow Elevation
INFILTRATION LOT 2B
1-Year Pre Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05+0.9' lq 0.050
V=3630' Ro' RV' A 251 cf
1-Year Post Dev. Volume
1-Year Runoff Depth
3.75 in
Rv=0.05+0.9' Ip
0.373
V=3630' Ro' Rv' A
1,875 cf
RV = % IMP'0.009+0.05
Required Volume (Vreq)
1,624 cf
Vreq = (P/12)'RV'DA
No. of storage pipes, No.
Nominal Pipe Diameter (D)
in
Outside Pipe Diameter (OD)
in
Pipe Spacing IS)
in
Vsft
System Edge Spacing (X)
in
Pipe Length (Lp)
System Depth (H)
It
H = 4"(BEDDING)+OD+6"(STONE/SAND OVER PIPE)
System Width (W)
It
W=No.'OD+(No.-1)'S+2'X
Hydraflow System Width (w)
ft
w = W / No.
System Length (L)
It
V16.0
L = Lp+2'OD+2'X
Void Fraction (Fv)
voids for NCDOT 457 stone
Infiltration Rate (It)
in/hr
ECS Boring Location N3
Pipe Volume (Vp)
729 cf
Vp = No.'Pi'(D/2)^2'U144
Stone Fill Volume (Vs)
1,147 cf
Vs = FV'[H'W'L - Vp]
Total Provided Volume (Vt)
1,876 jcf
Vt = Vp + Vs
System bottom Elev
23.00 ft
System top Elev
26.65 it
Effective Area (Aeff)
Required storage depth (Hreq)
Required Storage Elev
Drawdown Calculation
System Outflow (Of)
Drawdown Time
514 ft
3.16 ft
26.16 ft
0.14 cfs
3.811 hrs
Aeff = Vt/H
Hreq = Vreq/Aeff
Elev = System bottom Elev + Hreq
Of = ICL'W/43,200
T=Vt/Of/3600
1oft

INFILTRATION LOT 3A
Drainage Area
Drainage Area
15,810
sf
Drainage Area
0.36
ac
Impervious Area Calculation
Lot
4,470
Road
1,667
Total
6,137
sf
Total
0.14
ac
% Impervious
38.8%
1-Year Peak Flow Calcs
1-Year Pre Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.20
Q=C'I'A 0.36 cfs
1-Year Post Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.49
Q=C"I"A 0.89 cfs
Volume/Storage Calculation
Design Storm (P)
1.5 in
Schueler Method Runoff Coeff (RV)
0.40 RV = %IMP`0.009+0.05
Required Volume (Vreq)
789 cf Vreq = (P/l2)'RV'DA
1-Year Pre Dev. Volume
1-Year Runoff Depth
3.75 in
Rv=0.05 + 0.9 ' 1„
0.050
V=3630' Re' Rv' A
247 cf
1-Year Post Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05 + 0.9 ' IA 0.399
V=3630 ` RD' Rv' A 1,973 cf
Required Volume (Vreq) 1,726 cf
Infiltration Calculation
Infiltration Rate (It)
7.1 in/hr
ECS Boring Location #5
System Outflow (Ot)
0.796 cfs
Ot = IYAeff
Drawdown Time
0.60 hrs
T = Vreq / Ot / 3600
Drawdown Time
0.03 days

INFILTRATION LOT3B
Drainage Area
Drainage Area
19,931
sf
Drainage Area
0.46
ac
Impervious Area Calculation
LotA29.6%
Road
Totalsf
Totalac
% Impervious
1-Year Peak Flow Calcs
1-Year Pre Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.20
Q=C'I'A 0.46 cfs
1-Year Post Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.42
Q=C'I'A 0.97 cis
Volume/Storage Calculation
Design Storm (P) 1.5 in
Schueler Method Runoff Coeff (RV) 0.32 RV = %IMP'0.009+0.05
Required Volume (Vreq) 788 1 cf Vreq = (P/12)'RV'DA
1-Year Pre Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05 + 0.9 ' IA 0.050
V=3630' Re' Rv' A 311 cf
1-Year Post Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05+0.9' IA 0.316
V=3630' Re' Rv. A 1,971 cf
Required Volume (Vreq) 1,659 cf
Infiltration Calculation
Infiltration Rate (It)
7.1 in/hr
ECS Boring Location #1
System Outflow (Ot)
0.796 cfs
Of = It'Aeff
Drawdown Time
0.58 hrs
T = Vreq / Ot / 3600
Drawdown Time
0.02 days

INFILTRATION LOT 3C - LOT
Drainage Area
Drainage Area
2,300
sf
Drainage Area
0.053
ac
Impervious Area Calculation
Lot
2.300
Cart Path
Total
2,300
sf
Total
0.053
ac
% Impervious
100.0°%
1-Year Peak Flow Calcs
1-Year Pre Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.20
Q=C'I'A 0.05 cfs
1-Year Post Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.95
Q=C'I'A 0.25 cfs
Volume/Storage Calculation
Design Storm (P) 1.5 in
Schueler Method Runoff Coeff (RV) 0.95 RV = %IMP'0.009+0.05
Required Volume (Vreq) 273 Ict Vreq = (P/12)'RV'DA
1-Year Pre Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05 + 0.9 - IA 0.050
V=3630' Re' Rv' A 36 cf
1-Year Post Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05 + 0.9 - IA 0.950
V=3630 " Rc' Rv' A 683 cf
Required Volume (Vreq) 647 cf
Infiltration Calculation
Infiltration Rate (It)
I 6.0 in/hr
ECS Boring Location #3
System Outflow (Ot)
0.673 cfs
Ot = It`Aeff
Drawdown Time
0.27 hrs
T = Vreq / Ot / 3600
Drawdown Time
0.01 days

Drainage Area
Drainage Area 2,300 st
Drainage Area 0.05 Jac
Impervious Area Calculation
Lot 2,300
Total 2,300 si
Total 0.05 ac
% Impervious 100.0%
Volume/Storage Calculation
Over/low Elevation
Lot 3C - Lot
1-Year Pre Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05+0.9' IA 0.050
V=3630' Re' RV * A 36 cf
1-Year Post Dev. Volume
1-Year Runoff Depth
3.75 in
Rv=0.05 + 0.9 ' IA
0.950
V=3630' RD * RV * A
683 cf
RV = %IMP'0.009+0.05
Required Volume (Vreq)
647 cf
Vreq = (P/12)'RV'DA
No. of storage pipes, No.
Nominal Pipe Diameter (D)
in
Outside Pipe Diameter (OD)
in
Pipe Spacing (S)
in
rift
System Edge Spacing (X)
in
Pipe Length (Lp)
System Depth (H)
3.65 ft
H = 4"(BEDDING)+OD+6"(STONE/SAND OVER PIPE)
System Width (W)
8.05 it
W=No.'OD+(No: 1)'S+2'X
Hydraflow System Width (w)
4.03 ft
w= W / No.
System Length (L)
44.63 It
L=Lp+2'OD+2'X
Void Fraction (Fv)
0.40
voids for NCDOT t157 stone
Infiltration Rate (It)
6.0 in/hr
ECS Boring Location k3A
Pipe Volume (Vp)
239 cf
Vp = No'Pi'(D/2)A2'U144
Stone Fill Volume (Vs)
429 cf
Vs = Fv'[H'W'L - Vp]
Total Provided Volume (Vt)
668 cf
Vt = Vp+ Vs
System bottom Elev
20.00 ft
System top Elev
23.65 ft
Effective Area (Aeff)
Required storage depth (Hreq)
Required Storage Elev
Drawdown Calculation
System Outflow (Of)
Drawdown Time
183 ft
3.54 ft
23.54 it
0.05 cfs
3.72 hrs
Aeff = Vt/H
Hreq = Vreq/Aeff
Elev = System bottom Elev +Hreq
Of = It'L'W/43,200
T= Vt/ Of/ 3600
MM

INFILTRATION LOT 3C - CART PATH & LOT
Drainage Area
Drainage Area
14,662
sf
Drainage Area
0.34
ac
Impervious Area Calculation
LotA31.0%
Cart Path
Totalsf
Totalac
% Impervious
1-Year Peak Flow Calcs
1-Year Pre Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.20
Q=C'I'A 0.34 cis
1-Year Post Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.43
Q=C'I'A 0.73 cis
Volume/Storage Calculation
Design Storm (P)
1.5 in
Schueler Method Runoff Coeff (RV)
0.33 RV = %IMP'0.009+0.05
1cf
Required Volume (Vreq)
603 Vreq = (P/12)'RV'DA
1-Year Pre Dev. Volume
1-Year Runoff Depth
3.75 in
Rv=0.05 + 0.9 ' IA
0.050
V=3630' Ro' Rv' A
229 cf
1-Year Post Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05+0.9' IA 0.329
V=3630' RD' Rv' A 1,508 cf
Required Volume (Vreq) 1,279 cf
Infiltration Calculation
Infiltration Rate (It)
I 6.0 in/hr
ECS Boring Location 43
System Outflow (Ot)
r 0—.-6 7-31 c f s
Of = It'Aeff
Drawdown Time
0.53 hrs
T = Vreq / Of / 3600
Drawdown Time
0.02 days

Lot 3C - Cart Path & Lot
Drainage Area
Drainage Area
Drainage Area
Impervious Area Calculation
Lot
Cart Path
Total
Total
%Impervious
14,662
sf
ac
sf
ac
0.34
2,000
2,548
4,548
0.10
31.0%
Volume/Storage Calculation
Over/low Elevation
1-Year Pre Dev. Volume
1-Year Runoff Depth
Rv=0.05+0.9' lq
V=3630 - Ro' Rv - A
1-Year Post Dev. Volume
3.75 in
0.050
229 cf
1-Year Runoff Depth
3.75 in
Rv=0.05 + 0.9 ` Ir,
0.329
V=3630' Ro' RV' A
1,508 cf
RV = %IMP'0.009+0.05
Required Volume (Vreq)
1,279 of
Vreq = (P/12)'RV'DA
No. of storage pipes, No.
Nominal Pipe Diameter (D)
in
Outside Pipe Diameter (OD)
in
Pipe Spacing (S)
Fift
in
System Edge Spacing (X)
in
Pipe Length (Lip)
System Depth (H)
ft
H = 4"(BEDDING)+OD+6"(STONE/SAND OVER PIPE)
System Width(W)
If
W=NO.`OD+(No:1)'S+2'X
Hydraflow System Width (w)
h
w = W / No.
System Length (L)
A6.01n/hr
it
L = Lp+2'OD+2'X
Void Fraction (Fv)
voids for NCDOT #57 stone
Infiltration Rate (It)
ECS Boring Location #4
Pipe Volume(Vp)
490
cf
Vp=No.'Pi'(D/2)^2'UI44
Stone Fill Volume (Vs)
829
jcf
Vs = Fv'[H'W'L - Vp]
Total Provided Volume (Vt)
1 1,319
jcf
Vt= Vp+Vs
System bottom Elev
20.00
ft
System top Elev
23.65 ft
Effective Area (Aeff)
361 ft
Aeff = VVH
Required storage depth (Hreq)
3.54
Ift
Hreq = Vreq/Aeff
Required Storage Elev
23.54
Ift
Elev = System bottom Elev + Hreq
Drawdown Calculation
System Outflow (Ot) 0.10 cfs Of = It'L'W/43,200
Drawdown Time 3.76 hrs T = Vt / Of / 3600
t of

LEM
w
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
August 1, 2012
Robert A. Capps, III, Member/Manager
GCW Properties, LLC
Post Office Box 29089
Greensboro, NC 27429
Subject: Request for Additional Information
Stormwater Project No. SW8 060429
Lucky Fish Subdivision
New Hanover County
Dear Mr. Capps:
The Wilmington Regional Office received a Stormwater Management Permit Application for Lucky Fish Subdivision on June 29,
2012. A preliminary review of that information has determined that the application is not complete. The following information is
needed to continue the slormwater review:
1. Infiltration Trenches 2A, 2B, 3C-Lot, and 3C-Cart Path & Lot do not meet the design storm storage requirements for the
drainage areas and the impervious surfaces reported. Please redesign to meet the stormwater runoff storage requirements.
2. Proposed infiltration basins must be shown on plans with bottom and storage area dimensions. Design contours must be
shown as well on either the grading plan or on a detail sheet.
3. Please provide road dimensions on plans.
4. Review the supplemental forms submitted. Several have errors (example: Lot 1A basin bottom length x width, 221' x 21 '
and a bottom area of 10 ft1).
Please note that this request for additional information is in response to a partial, preliminary review. The requested information
should be received by this Office prior to September 1, 2012, 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, email 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] or email me at
[e-mail].
Sincerely,
rls aker
Environmental Engineer II
GDS/csb: S:\WQS\Stormwater\Permits & Projects\2006\060429 HD\2012 08 addinfo 060429
cc: Garry Pape, P. E., GSP Consulting, PLLC.
Wilmington Regional Office
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] \ FAX: [phone] \ DENR Assistance: 1-877-623-6748 NorthCarol ina
Internet: xwrv.navaterquality.org (/V �� tura l ff
An Equal Opponunhy\ Alfrmatve Acton Employer b I

Completeness Review Checklist
Project Name: )'Ucy-�j �-XSN Received Date: �—
Project Location: ILL Accepted Date:
Rule(s) El2008 Coastal
El1995 Coastal El Phase II (WiRO)
11 Universal EJ1988 Coastal
Type of Permit: New or
MA or PR
Existing Permit # Mod
r PR): p(ao4;)q nPE Cert on File?
Density: HD or LD
%: 7. V u 00)
Type: Commercial or R siden ial
�NCG:
E]Offsite
Stream Class:. N ; tN .I
rTSA
Map
to SW8
Exempt
Subdivided?: Sub ivision or Single Lot
ORW Map
Paperwork Emailed Engineer on:
MSupplement(s) (1 original per BMP) BMP Type(s):
MC&M with correct/original signatures (1 original per BMP except LS/VFS and swoles)
Application with correct/original signatures
❑Corp or LLC: Sig. Auth. per SoS or letter Note to Reviewer:
�505 (within 6mo) • dwoq M6kc-rteo 31ioh,) nlvt 49Ltg1JT
Soils Report with SHWT
OCalculations(signed/sealed)
riNo obvious errors
Density includes common areas, etc
Restrictions, if subdivided:
& Notarized
Plans
F-12 Sets
Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading
Wetlands: Delineated
or No Wetlands
Vicinity Map
Layout (proposed BUA dimensions)
Legend
F-1DA Maps
El Project Boundaries
Infiltration
Wet Pond
Offsite
Soils Report
Soils Report
F-1PE Cert for Master Lot #:
SHWT:SHWT:
El Deed Rest for Master El Lot # Matches Master
Bottom:
PP:
BUA Permitted (Master): sf
Visited:
BUA Proposed (Offsite): sf
Additional Information:
Permitted
Proposed:
Proposed: - Proposed:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

GSP CONSULTING
6626 Gordon Road, Unit C
WILMINGTON, NORTH CAROLINA, 28411
[phone]
FAX [phone]
To: Lind
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
LU EQ OF TD ° NSMJ7 ALA
DATE 06/2 /12
JOB NO. 2012-000
ATTENTION Linda Lewis
PHONE#
RE: Lucky Fish
SW8 o6o z
WE ARE SENDING YOU ❑Attached ❑ Under separate covervia
® Fee Check ® 0&M Agreements ® Plans ® Calculations
❑ ❑ ® BMP Supplements❑
the following items:
® Permit Applications
COPIES
DESCRIPTION
z
Sets of ptans & Stormwater Narrative & Calculations
1
High Density Subdivision Deed Restrictions
1
Stormwater Permit Application w/ $5o5 Permitting Fee
1
Infiltration Basin Supplement (Lots iA, i6, 3A & B)
1
Infiltration Basin Operation and Maintenance Agreement (Lots iA, 1B, 3A & B)
1
Infiltration Trench Supplement (Lots 2A, 2B & C)
1
Infiltration Trench Operation and Maintenance Agreement (Lots 2A, 2B & C)
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FORBIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
COPYTO: File
❑ Resubmit copies for approval
❑ Submit _ copies for distribution
❑ Return corrected prints
SIGNED: - Garry S. Pape, P.E.
If enclosures are notas noted, kindfynotify us at once.

��r73�=��";�.
�.

LUCKY FISH SUBDIVISION
STORMWATER NARRATIVE & CALCULATIONS
June 28, 2012
S
4 SEAL 9 =
. 031315
st
i,yA,RYIs i IpPe�\\\
a�lk
fiW1zo12—
ECEIVE
JUN 2 9 2012
GSP CONSULTING, PLLC. BY,
6626 Gordon Road, Unit C
Wilmington, North Carolina 28411
[phone]

STORMWATER NARRATIVE
LUCKY FISH SUBDIVISION
NEW HANOVER COUNTY, NC
SITE DESCRIPTION
This +/- 3.48 acre site is located off Canady Road in the Middle Sound area at Pages Creek in
New Hanover County, North Carolina. The project consists of 7 single family lots and related
site appurtenances.
SOILS
The soils for this project consist primarily of Lakeland Sands with some Leon soils located at the
front of the site adjacent to the Canady Road. Lakeland Sands are Hydrologic Soil Group A soils
and Leon are Hydrologic Soil Group B soils.
STORM DRAINAGE DESIGN
The primary stormwater measures for this project are infiltration basins for Lots IA, 1 B, 3A &
313 and infiltration trenches for Lots 2A, 213 & 3C. The stormwater will be conveyed via
overland sheet flow to the infiltration systems that area designed to treat the volume difference in
the pre & post I -Year 24-Hour storm event and to control the post development peak discharge
for the 2, 10 & 25-year storm events so as not to exceed the pre -development peals runoff
discharge rate to meet New Hanover County and the state of North Carolina Stormwater
Regulations. Also, the 10-year event was analyzed and determined to infiltrate based on one-half
the infiltrations rate to forego the requirement for a vegetated outlet. The stormwater from this
site discharges to Pages Creek, Classification HQW; SA.

LOT 1A
Area
CN
LOT 3A
Area
CN
Total Drainage Area
15,696
0.36
Total Drainage Area
15,810
0.36
A -Soils
10,666
0.24
36
383976
A -Soils
6,710
0.15
36
241560
B-Soils
5,030
0.12
60
301800
B-Soils
9,100
0.21
60
546000
15,696
0.36
44
685776
15,810
0.36
50
787560
Impervious
6,009
0.14
98
588882
Impervious
6,137
0.14
98
601426
A -Soils
6,583
0.15
39
256724
A -Soils
4,105
0.09
39
160109.3
B-Soils
3,104
0.07
61
189364.3
B-Soils
5,568
0.13
61
339625.7
15,696
0.35
66
1034970
15,810
0.36
70
1101161
LOT 1 B
Area
CN
LOT 3B
Area
CN
Total Drainage Area
19,548
0.45
Total Drainage Area
19,931
0.46
A -Soils
19,548
0.45
36
703728
A -Soils
19,931
0.46
36
717516
19,548
0.45
36
703728
19,931
0.46
36
717516
Impervious
5,932
0.14
98
581336
Impervious
5,899
0.14
98
578102
A -Soils
13,616
0.31
39
531024
A -Soils
14,032
0.32
39
547248
19,548
0.45
57
1112360
19,931
0.46
56
1125350
LOT 2A
Area
CN
LOT 3C
Area
CN
Total Drainage Area
15,484
0.36
Total Drainage Area
17,312
0.40
A -Soils
15.484
0.36
36
557424
A -Soils
17,312
0.40
36
623232
15,484
0.36
36
557424
17,312
0.40
36
623232
Impervious
4,900
0.11
98
480200
Impervious
6,848
0.16
98
671104
A -Soils
10,584
0.24
39
412776
A -Soils
10,464
0.24
39
408096
15,484
0.36
58
892976
17,312
0A0
62
1079200
LOT 2B
Area
CN
LOT 3C HOUSE
Area
CN
Total Drainage Area
16,084
0.37
Total Drainage Area
2,400
0.06
A -Soils
16,084
0.37
36
579024
A -Soils
2,400
0.06
36
86400
16,084
0.37
36
579024
2,400
0.06
- 36
86400
Impervious
5,773
0.13
98
565754
Impervious
2,400
0.06
98
235200
A -Soils
10,311
0.24
39
402129
A -Soils
0
0.00
39
0
16,084
0.37
60
967883
2,400
0.06
98
235200
LOT 3C LOTICART PATH
Area
CN
Total Drainage Area
14,562
0.33
A -Soils
14,562
0.33
36
524232
14,562
0.33
36
524232
Impervious
4,448
0.10
98
435904
A -Soils
10,114
0.23
39
394446
14,562
0.33
57
830350

TRENCH 2A DIMENSIONS
L =
96.63 ft
W =
8.04 It
D =
3.15 It
Vt =
2447 CF
PIPE SIZE
D =
27.8 in
Ap =
4.22 SF
# OF RUNS
2
VP =
815 CF
Va =
1633 CF
Vv =
653 CF
% VOIDS =
60.0%
Volumet =
1468
TRENCH 3C DIMENSIONS (OTHER)
L =
162.63 It
W =
4.32 It
D =
3.15 It
Vt =
2213 CF
PIPE
SIZE
D =
27.8 in
Ap =
4.22 SF
# OF RUNS
1
Vp =
686 CF
Va =
1528 CF
Vv =
611 CF
% VOIDS =
58.6%
Volumet = 1297
INFILTRATION CALCULATIONS
TRENCH 2B DIMENSIONS
L =
122.63 It
W =
8.04 It
D =
3.15 It
Vt =
3106 CF
PIPE SIZE
D =
27.8 in
Ap =
4.22 SF
# OF RUNS
2
VP =
1034 CF
Va =
2072 CF
Vv =
829 CF
% VOIDS =
60.0%
Volumet = � 1863
TRENCH 3C DIMENSIONS (LOT)
L =
44.63 It
W =
8.04 It
D =
3.15 It
Vt =
1130 CF
PIPE
SIZE
D =
27.8 in
Ap =
4.22 SF
# OF RUNS
2
VP =
376 CF
Va =
754 CF
Vv =
302 CF
% VOIDS =
60.0%
Volumet =
678

INFILTRATION LOT to
Drainage Area
Drainage Area
15,696
sf
Drainage Area
0.36 I
ac
Impervious Area Calculation
Lot
4,300
Road
1,709
Total
6,009
sf
Total
0.14
ac
Impervious
38.3%
1-Year Peak Flow Calcs
1-Year Pre Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.20
Q=C`I"A 0.36 cfs
1-Year Post Dev, Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.49
Q=C'I'A 0.88 cfs
Volume/Storage Calculation
Design Storm (P) 1.5 in
Schueler Method Runoff Coeff (RV) 0.39 RV = %IMP`0.009+0.05
Required Volume (Vreq) 774 jcf Vreq = (P/12)`RV"DA
1-Year Pre Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05 + 0.9 " IA 0.050
V=3630 " Rp " RV " A 245 cf
1-Year Post Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05 + 0.9 " IA 0.395
V=3630' Ru' Rv"A 1,935 cf
Required Volume (Vreq) 1,690 cf
Infiltration Calculation
Infiltration Rate (It) 7.1 in/hr ECS Boring Location #6
System Outflow (Ot) 0.796 cfs Of = IFAeff
Drawdown Time 0.59 hrs T = Vreq / Of / 3600
Drawdown Time 0.02 days

Hydrograph Summary Report
Hyd raflow Hydrographs by Intelisolve v9.1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Hyd.
volume
(tuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(tuft)
Hydrograph
description
1
SCS Runoff
1.306
2
724
3,926
----
------
------
Lot 1A
2
Reservoir
0.218
2
754
3,923
1
27.48
1,472
Lot 1A
BASIN 1A.gpw
Return Period: 10,Year
Wednesday, Jun 27, 2012

Hydrograph
`
Report
Hydrallow Hydrographs by Intelisolve
v9.1
Hyd. No. 1
Lot 1 A
Hydrograph type
= SCS Runoff
Storm frequency
= 10 yrs
Time interval
= 2 min
Drainage area
= 0.360 ac
Basin Slope
= 0.0 %
Tc method
= USER
Total precip.
= 7.00 in
Storm duration
= 24 hrs
Lot 1 A
N
Wednesday, Jun 27, 2012
Peak discharge = 1.306 cfs
Time to peak
= 724 min
Hyd. volume
= 3,926 cuff
Curve number
= 66
Hydraulic length
= 0 ft
Time of cone. (Tc)
= 5.00 min
Distribution
= Type III
Shape factor
= 484
Q (cfs) Hyd. No. 1 -- 10 Year Q (cfs)
2.00 2.00
1.00 - 1.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
----- Hyd No. 1

3
Hydrograph Report
Hydraflow Hydrographs by Intelisolve v9.1
Wednesday, Jun 27, 2012
Hyd. No. 2
Lot 1 A
Hydrograph type
= Reservoir
Peak discharge
= 0.218 cfs
Storm frequency
= 10 yrs
Time to peak
= 754 min
Time interval
= 2 min
Hyd. volume
= 3,923 cuft
Inflow hyd. No.
= 1 - Lot 1A
Max. Elevation
= 27.48 ft
Reservoir name
= Lot 1A
Max. Storage
= 1,472 cuft
Storage Indication method used. Outflow includes exhItration
Q (cfs)
2.00
1.00
0.00
0 120 240 360 480 600
— Hyd No. 2 — Hyd No. 1
Lot 1A
Hyd. No. 2 -- 10 Year
it•
Q (cis)
2.00
1.00
0.00
720 840 960 1080 1200 1320 1440 1560
Time (min)
fi"1"=1I7 Total storage used = 1,472 cuff

` Pond Report
12
Hydraflow Hydrographs by Intelisolve v9.1 i Wednesday, Jun 27, 2012
Pond No. 1 - Lot 1A
Pond Data
Contours - User -defined contour areas. Average end area method used for volume calculation. Begining Elevation = 26.50 it
Stage / Storage Table
Stage (ft)
Elevation (it)
Contour area (sqft)
Incr. Storage (cuff)
Total storage (tuft)
0.00
26.50
00
0
0
0.50
27.00
637
159
159
1.50
28.00
4,846
2,742
2,901
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C]
[PrfRsr]
[A]
[B]
[C]
[D]
Rise (in)
= 0.00
0.00
0.00
0.00
Crest Len (ft)
= 0.00
0.00
0.00
0.00
Span (in)
= 0.00
0.00
0.00
0.00
Crest El. (ft)
= 0.00
0.00
0.00
0.00
No. Barrels
= 0
0
0
0
Weir Coeff.
= 3.33
3.33
3.33
3.33
Invert El. (ft)
= 0.00
0.00
0.00
0.00
Weir Type
= ---
---
---
---
Length (it)
= 0.00
0.00
0.00
0.00
Multi -Stage
= No
No
No
No
Slope(%)
= 0.00
0.00
0.00
n/a
N-Value
= .013
.013
.013
n/a
Orifice Coeff.
= 0.60
0.60
0.60
0.60
Exfil.(in/hr)
= 3.550 (by
Contour)
Multi -Stage
= n/a
No
No
No
TW Elev. (ft)
= 0.00
Note, CulveNOrilice
outflows
are analyzed under
inlet (ic) and outlet (cc) control. Weir risers checked for
online conditions (ic) and submergence (a).
Stage / Storage / Discharge Table
Stage Storage
Elevation
Clv A
Clv B Clv C
PrfRsr Wr A
Wr B
Wr C
Wr D
Exfil
User
Total
It cuff
ft cfs
cis cis
cis cis
cis
cis
cfs
cis
cis
cfs
0.00
0
26.50 ---
--- ---
--- ---
---
---
---
0.000
---
0.00
0.05
16
26.55 ---
--- ---
--- ---
---
---
---
0,005
---
0.01
0.10
32
26.60 ---
--- ---
--- ---
---
---
---
0.010
---
0.01
0.15
48
26.65 ---
--- ---
--- ---
---
---
---
0.016
---
0.02
0.20
64
26.70 ---
--- ---
--- ---
---
---
---
0.021
---
0.02
0.25
80
26.75 ---
--- ---
--- ---
---
---
-
0.026
---
0.03
0.30
96
26.80 ---
--- ---
--- ---
---
---
---
0.031
---
0.03
0.35
ill
26.85 ---
--- ---
--- ---
---
---
---
0.037
---
0.04
0.40
127
26.90 ---
--- ---
--- ---
---
---
---
0.042
---
0.04
0.45
143
26.95 ---
--- ---
--- ---
---
---
---
0.047
---
0.05
0.50
159
27.00 ---
- ---
--- ---
---
---
---
0.052
---
0.05
0.60
433
27.10 ---
--- ---
--- ---
---
---
---
0.087
---
0.09
0.70
708
27.20 ---
--- ---
--- ---
---
---
---
0.122
---
0.12
0,80
982
27.30 ---
--- ---
--- ---
---
---
---
0.156
---
0.16
0.90
1,256
27.40 ---
--- ---
--- ---
---
---
---
0.191
---
0.19
1.00
1,530
27.50 ---
--- ---
--- ---
---
---
---
0.225
---
0.23
1.10
1,804
27.60 ---
--- ---
---. ---
---
---
---
0.260
---
0.26
1.20
2,078
27.70 ---
--- ---
--- ---
---
---
---
0.294
---
0.29
1.30
2,352
27.80 ---
--- ---
--- ---
---
---
---
0.329
---
0.33
1.40
2,627
27.90 ---
--- ---
--- ---
---
---
---
0.364
---
0.36
1.50
2,901
28.00 ---
--- ---
--- ---
---
---
---
0.398
---
0.40

INFILTRATION LOT 1 B
Drainage Area
Drainage Area
19,548
sf
Drainage Area
0.45
ac
Impervious Area Calculation
Lota30.3%
Road
Totalsf
Totalac
% Impervious
1-Year Peak Flow Calcs
1-Year Pre Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.20
Q=C'I'A 0.45 cfs
1-Year Post Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.43
Q=C'I'A 0.96 cis
Volume/Storage Calculation
Design Storm (P) 1.5 in
Schueler Method Runoff Coeff (RV) 0.32 RV = %IMP'0.009+0.05
Required Volume (Vreq) 790 cf Vreq = (P/l2)'RV"DA
1-Year Pre Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05 + 0.9 - IA 0.050
V=3630' RD' Rv' A 305 cf
1-Year Post Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05 + 0.9 ' IA 0.323
V=3630' RD ' Rv ' A 1,974 cf
Required Volume (Vreq) 1,668 cf
Infiltration Calculation
Infiltration Rate (It)
7.9 in/hr
ECS Boring Location #2
System Outflow (Ot)
0.886 cfs
Of = It'Aeff
Drawdown Time
0.52 hrs
T = Vreq / Of / 3600
Drawdown Time
0.02 days

Hydrograph Summary Report
Hydraflow, Hyd rographs by Intelisolve v9.1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Hyd.
volume
(tuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(tuft)
Hydrograph
description
1
SCS Runoff
1.208
1
725
3,897
----
------
------
Lot 1 B
2
I
Reservoir
0.285
1
751
3,892
1
27.76
1,245
Lot I
BASIN 1 B.gpw
Return Period: 10 Year
Wednesday, Jun 27, 2012

Hydrograph
`
Report
Hydraflow Hydrographs by Intelisolve
v9.1
Hyd. No. 1
Lot 1 B
Hydrograph type
= SCS Runoff
Storm frequency
= 10 yrs
Time interval
= 1 min
Drainage area
= 0.450 ac
Basin Slope
= 0.0 %
Tic method
= USER
Total precip.
= 7.00 in
Storm duration
= 24 hrs
0 (cis)
2.00
0100
sM9
2
Wednesday, Jun 27, 2012
Peak discharge = 1.208 cfs
Time to peak
= 725 min
Hyd. volume
= 3,897 tuft
Curve number
= 57
Hydraulic length
= 0 ft
Time of conc. (Tc)
= 5.00 min
Distribution
= Type III
Shape factor
= 484
Lot 1 B
Hyd. No. 1 -- 10 Year
0 (cis)
2.00
1.00
0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
— Hyd No. 1

Hydrograph Report
3
Hydraflow Hydrographs by Intelisolve
v9.1
Hyd. No. 2
Lot 1 B
Hydrograph type
= Reservoir
Storm frequency
= 10 yrs
Time interval
= 1 min
Inflow hyd. No.
= 1 - Lot 1 B
Reservoir name
= Lot 1 B
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
Storage Indication method used. Outflow includes exfiltration.
Q (cfs)
2.00
1.00
0.00
0 180
Hyd No. 2
Lot 1 B
Hyd. No. 2 -- 10 Year
Wednesday, Jun 27, 2012
= 0.285 cfs
= 751 min
= 3,892 cuft
= 27.76 ft
= 1,245 tuft
i
360 540 720 900 1080 1260 1440
— Hyd No. 1 U U r'l 7 Total storage used = 1,245 cult
Q (cfs)
2.00
1.00
0.00
1620
Time (min)

Pond Report
n
Hydraflow Hydrographs by Intelisolve v9.1 Wednesday, Jun 27, 2012
Pond No. 1 - Lot 1 B
Pond Data
Contours - User -defined contour areas. Average end area method used for volume calculation. Begining Elevation = 27.20 ft
Stage / Storage Table
Stage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (tuft) Total storage (tuft)
0.00 27.20 00 0 0
0.80 28.00 4,480 1,792 1,792
Culvert / Orifice Structures
Weir Structures
[A]
[13]
[C]
[PrfRsr]
[A]
[131
[C]
[Dl
Rise (in)
= 0.00
0.00
0.00
0.00
Crest Len (ft)
= 0.00
0.00
0.00
0.00
Span (in)
= 0.00
0.00
0.00
0.00
Crest El. (ft)
= 0.00
0.00
0.00
0.00
No. Barrels
= 0
0
0
0
Weir Coeff.
= 3.33
3.33
3.33
3.33
Invert EL (ft)
= 0.00
0.00
0.00
0.00
Weir Type
= ---
---
---
Length (ft)
= 0.00
0.00
0.00
0.00
Multi -Stage
= No
No
No
No
Slope I%)
= 0.00
0.00
0.00
n/a
N-Value
= .013
.013
.013
n/a
Orifice Coeff.
= 0.60
0.60
0.60
0.60
Exfil.(in/hr)
= 3.950 (by
Contour)
Multi -Stage
= n/a
No
No
No
TW Elev. (ft)
= 0.00
Note: Culven/Onfice outflows are analyzed under inlet (ic) and outlet lac) control. Weir risers checked for orifice conditions (ic) and submergence (s).
Stage /
Storage /
Discharge Table
Stage
Storage
Elevation Clv A
Clv B
Clv C
PrfRsr
Wr A
Wr B
Wr C
Wr D
Exfil
User
Total
ft
tuft
It cis
cfs
cfs
cfs
cfs
cis
cfs
cfs
cfs
cis
cis
0.00
0
27.20 ---
---
---
---
---
---
---
---
0.000
---
0.00
0.08
179
27.28 ---
---
---
---
---
---
...
---
0,041
---
0.04
0.16
358
27.36 ---
---
---
---
---
...
---
---
0.082
---
0.08
0.24
538
27.44 ---
---
---
---
---
---
---
---
0.123
---
0.12
0.32
717
27.52 ---
---
---
---
---
---
---
---
0.164
---
0.16
0.40
896
27.60 ---
---
---
---
--
---
---
---
0.205
---
0.20
0.48
1,075
27.68 ---
---
--
---
---
...
---
...
0.246
---
0.25
0.56
1,254
27.76 ---
---
---
---
--
...
---
---
0.287
---
0.29
0.64
1,434
27.84 ---
---
---
--
--
---
---
---
0.328
---
0.30
0.72
1,613
27.92 ---
---
---
...
---
---
---
---
0.369
---
0.37
0.80
1,792
28.00 ---
---
---
--
---
...
---
---
0.410
---
0.41

INFILTRATION LOT 2A
Drainage Area
Drainage Area 15,484 sf
Drainage Area 0.36 Jac
Impervious Area Calculation
Lot 4,900
Total 4,900 sf
Total 0.11 Jac
%Impervious 31.6%
1-Year Peak Flow Calcs
1-Year Pre Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.20
Q=C`I`A 0.36 cfs
1-Year Post Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.44
Q=C'I'A 0.78 cfs
Volume/Storage Calculation
Design Storm (P)
1.5 in
Schueler Method Runoff Coeff (RV)
0.33 RV = %IMP`0.009+0.05
Required Volume (Vreq)
648 cf Vreq = (P/12)'RV'DA
1-Year Pre Dev. Volume
1-Year Runoff Depth
3.75 in
Rv=0.05+0.9'IA
0.050
V=3630' Ro ` Rv - A
242 cf
1-Year Post Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05 + 0.9 ' IA 0.335
V=3630' RD' Rv' A 1,620 cf
Required Volume (Vreq) 1,378 cf
Infiltration Calculation
Infiltration Rate (It)
9.0 in/hr
ECS Boring Location #4
System Outflow (Ot)
1.010 cfs
Ot = It'Aeff
Drawdown Time
0.38 hrs
T = Vreq / Ot / 3500
Drawdown Time
0.02 days

Drainage Area
Lot 2A
Drainage Area 15,484 sf
Drainage Area 0.36 ac
Impervious Area Calculation
Volume/Storage Calculation
Over/low Elevation
Lot
Total1
Total1
% Impel viousF
4,900
st
Jac
4,900
0.11
31_60/6
Design Storm (P)
-51
In
Schueler Method Runoff Coeff (RV)
0.33
RV = %IMP'0.009+0.05
Required Volume (Vreq)
648
cf
Vreq = (P/12)'RV'DA
No. of storage pipes, No.
Nominal Pipe Diameter (D)
in
Outside Pipe Diameter (OD)
in
Pipe Spacing (S)
A
in
System Edge Spacing (X)
in
Pipe Length (ll
ft
System Depth (H)
3.15
it
H =4"(BEDDING)+OD+6"(STONE/SAND OVER PIPE)
System Width (W)
8.03
it
W=No.'OD+(No.-1)'S+2'X
Hydraflow System Width (w)
4.02
1 ft
w = W / No.
System Length (L)
98.63
it
L = Lp+2'OD+2'X
Void Fraction (Fv)
0.40
voids for NCDOT #57 stone
Infiltration Rate (It)
9.0
in/hr
ECS Boring Location #4
Pipe Volume (Vp)
578
cf
Vp = No.'Pi'(D/2)^2'L/144
Stone Fill Volume (Vs)
767
lcf
Vs = FV'[H'W'L - Via]
Total Provided Volume(Vt)
1,345
cf
Vt=Vp+Vs
System bottom Elev
23.50
ft
System top Elev
26.65
ft
Effective Area (Aeff)
Required storage depth (Hreq)
Required Storage Elev
Drawdown Calculation
System Outflow (Ot)
Drawdown Time
427lift
52 ft
25.02 ft
0.17 cfs
2.26 hrs
Aeff = VVH
Hreq = Vreq/Aeff
Elev = System bottom Elev + Hreq
Of = It'L'W/43,200
T=Vt/Ol/3600
1 of

Hydrograph Summary Report
Hydraflow Nydrographs by Intelisolve v9.1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Hyd.
volume
(tuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(tuft)
Hydrograph
description
1
SCS Runoff
0.948
2
724
2,952
----
------
------
Lot 2A
2
Reservoir
0.129
2
768
2,950
1
25.71
1,031
Lot 2A
TRENCH 2A.gpw
Return Period: 10 Year
Wednesday, Jun 27, 2012

Hydrograph Report
2
Hydraflow Hydrographs by Intelisolve v9.1
-
Wednesday, Jun 27, 2012
Hyd. No. 1
Lot 2A
Hydrograph type
= SCS Runoff
Peak discharge
= 0.948 cfs
Storm frequency
= 10 yrs
Time to peak
= 724 min
Time interval
= 2 min
Hyd. volume
= 2,952 cuft
Drainage area
= 0.360 ac
Curve number
= 58
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= USER
Time of cone. (Tc)
= 5.00 min
Total precip.
= 7.00 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
0 (cfs)
1.00
0.90
0.80
0.70
0.60
0.50
0.40
0.30
0.20
0.10
000
Lot 2A
Hyd. No. 1 -- 10 Year
0 (cfs)
1.00
M
0.80
0.70
0.60
0.50
M
0.30
0.20
0.10
000
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 1 Time (min)

.Hydrograph Report
M
Hydraflow Hydrographs by Intelisolve v9.1
Wednesday, Jun 27, 2012
Hyd. No. 2
Lot 2A
Hydrograph type
= Reservoir
Peak discharge
= 0.129 cfs
Storm frequency
= 10 yrs
Time to peak
= 768 min
Time interval
= 2 min
Hyd. volume
= 2,950 tuft
Inflow hyd. No.
= 1 - Lot 2A
Max. Elevation
= 25.71 ft
Reservoir name
= Lot 2A
Max. Storage
= 1,031 tuft
Storage Indication method used. Outflow includes exfiltration.
Q (cfs)
1.00
0.90
0.80
0.70
0.60
0.50
0.40
0.30
0.20
0.10
Lot 2A
Hyd. No. 2 -- 10 Year
Q (cfs)
1.00
0.90
0.80
0.70
0.60
0.50
0.40
0.30
0.20
0.10
0.00 1 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
— Hyd No. 2 —Hyd No. 1 Iillll"ll"Ill Total storage used = 1,031 cuff

Pond Report 4
Hydrallow Hydrographs by Intelisolve v9.1 Wednesday, Jun 27, 2012
Pond No. 1 - Lot 2A
Pond Data
Trapezoid - Bottom L x W = 96.6 x 8.0 It, Side slope = 0.0:1, Bottom elev. = 23.50 It, Depth = 3.15 It, Voids = 60.00
Stage / Storage Table
Stage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (tuft) Total storage (cuff)
0.00
23.50
777
0
0
0.32
23.82
777
147
147
0.63
24.13
777
147
294
0.95
24.45
777
147
441
1.26
24.76
777
147
587
1.58
25.08
777
147
734
1.89
25.39
777
147
881
2.21
25.71
777
147
1,028
2.52
26.02
777
147
1,175
2.84
26.34
777
147
1,322
3.15
26.65
777
147
1,468
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C]
[PrfRsr]
[A]
[B]
[C]
[D]
Rise (in)
= 0.00
0.00
0.00
0.00
Crest Len (ft)
= 0.00
0.00
0.00
0.00
Span (in)
= 0.00
0.00
0.00
0.00
Crest El. (ft)
= 0.00
0.00
0.00
0.00
No. Barrels
= 0
0
0
0
Weir Coeff.
= 3.33
3.33
3.33
3.33
Invert El. (ft)
= 0.00
0.00
0.00
0.00
Weir Type
= ---
---
---
---
Length (ft)
= 0.00
0.00
0.00
0.00
Multi -Stage
= No
No
No
No
Slope (%)
= 0.00
0.00
0.00
n/a
N-Value
= .013
.013
.013
n/a
Orifice Coeff.
= 0.60
0.60
0.60
0.60
Exfil.(in/hr)
= 4.500 (by Wet area)
Multi -Stage
= n/a
No
No
No
TW Elev. (ft)
= 0.00
Note: Culven/Orifice outflows are analyzed under inlet (a) and outlet (oc) control, Weir risers checked for orilice conditions (Ic) and submergence (s).
Stage /
Storage /
Discharge
Table
Stage
Storage
Elevation
Clv A
Clv B
Clv C
PrfRsr
Wr A
Wr 8
Wr C
Wr D
Exfil
User
Total
It
tuft
It
cfs
cfs
cfs
cfs
cfs
cfs
CIS
cfs
cfs
cfs
cfs
0.00
0
23.50
---
---
---
---
---
---
---
---
0.000
---
0.00
0.03
15
23.53
---
---
---
---
---
---
---
---
0.009
---
0.01
0.06
29
23.56
---
---
---
---
---
---
---
---
0.018
---
0.02
0.09
44
23.59
---
---
---
---
---
---
---
---
0.026
---
0.03
0.13
59
23.63
---
---
---
---
---
---
---
---
0.035
---
0.04
0.16
73
23.66
---
---
---
---
---
---
---
---
0.044
---
0.04
0.19
88
23.69
---
---
---
---
---
---
---
---
0.053
---
0.05
0.22
103
23.72
---
---
---
---
---
---
---
---
0,061
---
0.06
0.25
117
23.75
---
---
---
---
---
---
---
---
0.070
---
0.07
0.28
132
23.78
---
---
---
---
--•
---
---
---
0.079
---
0.08
0.32
147
23.82
---
---
---
---
---
---
---
---
0.088
---
0.09
0.35
162
23.85
---
---
---
---
---
---
---
---
0.088
---
0.09
0.38
176
23.88
---
---
---
---
---
---
---
---
0.089
---
0.09
0.41
191
23.91
---
---
---
---
---
---
---
---
0.090
---
0.09
0.44
206
23.94
---
---
---
---
---
---
---
---
0.091
---
0.09
0.47
220
23.97
---
---
---
---
---
---
---
---
0,091
---
0.09
0.50
235
24.00
---
---
---
---
---
---
---
---
0.092
---
0.09
0.54
250
24.04
---
---
---
---
---
---
---
---
0.093
---
0.09
0.57
264
24.07
---
---
---
---
---
---
---
---
0.093
---
0.09
0.60
279
24.10
---
---
---
---
---
---
---
---
0.094
---
0.09
0.63
294
24.13
---
-
---
---
---
---
---
---
0.095
---
0.09
0.66
308
24.16
---
---
---
---
---
---
---
---
0.095
---
0.10
0.69
323
24.19
---
---
---
---
---
---
---
---
0.096
---
0.10
0.72
338
24.22
---
---
---
---
---
-
---
---
0.097
---
0.10
0.76
352
24.26
---
---
---
-
---
---
---
---
0,097
---
0.10
0.79
367
24.29
---
---
---
---
---
---
---
---
0.098
---
0.10
0.82
382
24.32
---
---
---
---
---
---
---
---
0.099
---
0.10
0.85
396
24.35
---
---
---
---
---
---
---
---
0,099
---
0.10
0.88
411
24.38
---
---
---
---
---
---
---
---
0.100
---
0.10
0.91
426
24.41
---
---
---
---
---
---
---
---
0.101
---
0.10
0.95
441
24.45
---
---
---
---
---
---
---
---
0.102
---
0.10
Continues on next
page...

5
Lot 2A
Stage /
Storage /
Discharge
Table
Stage
Storage
Elevation
Clv A
Clv B
Clv C
PrfRsr
Wr A
Wr B
Wr C
Wr D
Exfil
User
Total
it
tuft
it
cis
cis
cis
cis
cis
cis
cis
cis
cis
cis
Cis
0.98
455
24.48
---
---
---
---
---
---
---
---
0.102
---
0.10
1.01
470
24.51
---
---
---
---
---
---
---
---
0.103
---
0.10
1.04
485
24.54
---
---
---
---
---
---
---
---
0.104
---
0.10
1.07
499
24.57
---
---
---
---
---
---
---
---
0.104
---
0.10
1.10
514
24.60
---
---
---
---
---
---
---
---
0.105
---
0.10
1.13
529
24.63
---
---
---
---
---
---
---
---
0,106
---
0.11
1.17
543
24.67
---
---
---
---
---
---
---
---
0.106
---
0.11
1.20
558
24.70
---
---
---
---
---
---
---
---
0.107
---
0.11
1.23
573
24.73
---
---
---
---
---
---
---
---
0.108
---
0.11
1.26
587
24.76
---
---
---
---
---
---
---
---
0.108
---
0.11
1.29
602
24.79
---
---
---
---
---
---
---
---
0.109
---
0.11
1.32
617
24.82
---
---
---
---
---
---
---
---
0.110
---
0.11
1.35
631
24.85
---
---
---
---
---
---
---
---
0,110
---
0.11
1.39
646
24.89
---
---
---
---
---
---
---
---
0,111
---
0.11
1.42
661
24.92
---
---
---
---
---
---
---
--
0.112
---
0.11
1.45
675
24.95
---
---
---
---
---
---
---
---
0.113
---
0.11
1.48
690
24.98
---
---
---
---
---
---
---
---
0.113
---
0.11
1.51
705
25.01
---
---
---
---
---
---
---
---
0.114
---
0.11
1.54
719
25.04
---
---
---
---
---
---
---
---
0.115
---
0.11
1.58
734
25.08
---
---
---
---
---
---
---
---
0.115
---
0.12
1.61
749
25.11
---
---
---
---
---
---
---
---
0.116
---
0.12
1.64
764
25.14
---
---
---
---
---
---
---
---
0,117
---
0.12
1.67
778
25.17
---
---
---
---
---
---
---
---
0.117
---
0.12
1.70
793
25.20
---
---
---
---
---
---
---
---
0.118
---
0.12
1.73
808
25.23
---
---
---
---
--•
---
---
---
0.119
---
0.12
1.76
822
25.26
---
---
---
---
---
---
---
---
0.119
---
0.12
1.80
837
25.30
---
---
---
---
---
---
---
---
0.120
---
0.12
1.83
852
25.33
---
---
---
---
---
---
---
---
0.121
---
0.12
1.86
866
25.36
---
---
---
---
---
---
---
---
0.121
---
0.12
1.89
881
25.39
---
---
---
---
---
---
---
---
0.122
---
0.12
1.92
896
25.42
---
---
---
---
---
---
---
---
0.123
---
0.12
1.95
910
25.45
---
---
---
---
---
---
---
---
0.124
---
0.12
1.98
925
25.48
---
---
---
---
---
---
---
---
0.124
---
0.12
2.02
940
25.52
---
---
--- .
---
---
---
---
---
0.125
---
0.12
2.05
954
25.55
---
---
---
---
---
---
---
---
0.126
---
0.13
2.08
969
25.58
---
---
---
---
---
---
---
---
0.126
---
0.13
2.11
984
25.61
---
---
---
---
---
---
---
---
0.127
---
0.13
2.14
998
25.64
---
---
---
---
---
---
---
---
0,128
---
0.13
2.17
1,013
25.67
---
---
---
---
---
---
---
---
0.128
---
0.13
2.21
1,028
25.71
---
---
---
---
---
---
---
---
0.129
---
0.13
2.24
1,043
25.74
---
---
---
---
---
---
---
---
0.130
---
0.13
2.27
1,057
.25.77
---
---
---
---
---
---
---
---
0.130
---
0.13
2.30
1,072
25.80
---
---
---
---
---
---
---
---
0.131
---
0.13
2.33
1,087
25.83
---
---
•--
---
---
---
---
---
0.132
---
0.13
2.36
1,101
25.86
---
---
---
---
---
---
---
--
0.132
---
0.13
2.39
1,116
25.89
---
---
---
---
---
--
---
--
0.133
---
0.13
2.43
1,131
25.93
---
---
---
---
---
--- .
---
--
0.134
---
0.13
2.46
1,145
25.96
---
---
---
---
---
---
---
---
0.136
---
0.13
2.49
1,160
25.99
---
--
---
---
---
---
---
---
0.135
---
0.14
2.52
1,175
26.02
---
---
---
---
---
---
---
---
0,136
---
0.14
2.55
1,189
26.05
---
---
---
---
---
---
---
---
0.137
---
0.14
2.58
1,204
26.08
---
---
---
---
---
---
---
---
0.137
---
0.14
2.61
1,219
26.11
---
---
---
---
---
---
---
---
0.138
---
0.14
2.65
1,233
26.15
---
---
---
---
---
--
---
---
0.139
---
0.14
2.68
1,248
26.18
---
---
---
---
---
---
---
---
0.139
---
0.14
2.71
1,263
26.21
---
---
---
---
---
---
---
---
0,140
---
0.14
2.74
1,277
26.24
---
---
---
---
---
---
---
---
0.141
---
0.14
2.77
1,292
26.27
---
---
---
---
---
---
---
---
0.141
---
0.14
2.80
1,307
26.30
---
---
---
---
---
---
---
---
0.142
---
0.14
2.84
1,322
26.34
---
---
---
---
---
---
---
---
0.143
---
0.14
2.87
1,336
26.37
---
---
---
---
---
---
---
---
0.143
---
0.14
2.90
1,351
26.40
---
---
---
---
---
---
---
---
0.144
---
0.14
2.93
1,366
26.43
---
---
---
---
---
---
---
---
0.145
---
0.14
2.96
1,380
26.46
---
---
---
---
---
---
---
---
0.145
---
0.15
2.99
1,395
25.49
---
---
---
---
---
--
---
---
0.146
---
0.15
3.02
1,410
26.52
---
---
---
---,
---
---
---
---
0.147
---
0.15
3.06
1,424
26.56
---
---
---
---
---
---
---
---
0.148
---
0.15
3.09
1,439
26.59
---
---
---
---
---
---
---
---
0.148
---
0.15
3.12
1,454
26.62
---
---
---
---
---
---
---
---
0.149
---
0.15
3.15
1,468
26.65
---
---
---
---
---
---
---
---
0.150
---
0.15
...End

Drainage Area
Drainage Area
Drainage Area
Impervious Area Calculation
1-Year Peak Flow Calcs
INFILTRATION LOT 2B
16,084 sf
0.37 ac
LotA35.9%
.
Road/Lot 2A DW
Totalsf
Totalac
% Impervious
1-Year Pre Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.20
Q=C'I'A 0.37 cfs
1-Year Post Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.47
Q=C'I'A 0.87 cfs
Volume/Storage Calculation
Design Storm (P) 1.5 in
Schueler Method Runoff Coeff (RV) 0.37 RV = %IMP'0.009+0.05
Required Volume (Vreq) 750 cf Vreq = (P/12)'RV'DA
1-Year Pre Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05+0.9' IA 0.050
V=3630' Ro ` Rv - A 251 cf
1-Year Post Dev. Volume
1-Year Runoff Depth 3.75 in
19v=0.05 + 0.9 ' IA 0.373
V=3630 - Ro' Rv' A 1,875 cf
Required Volume (Vreq) 1,624 cf
Infiltration Calculation
Infiltration Rate (It) I 6.0 in/hr ECS Boring Location #3
System Outflow (Ot) 0—.6-731 cfs Ot = It-Aeff
Drawdown Time 0.67 hrs T = Vreq / Ot / 3600
Drawdown Time 0.03 days

Drainage Area
INFILTRATION LOT 26
Drainage Area 16,084 sf
Drainage Area r 0.37 ac
Impervious Area Calculation
Volume/Storage Calculation
Over/low Elevation
Road/Lot 2A DW
Totalsf
LotA35.9%
Totalac
Impervious
Design Storm (P)
Design Storm (P)
1.5
in
Schueler Method Runoff Coeff (RV)
0.37
RV = % IMP'0.009+0.05
Required Volume(Vreq)
750
of
Vreq=(P/12)'RV'DA
No. of storage pipes, No.
Nominal Pipe Diameter (D)
in
Outside Pipe Diameter (OD)
in
Pipe Spacing (S)
LA
in
System Edge Spacing (X)
in
Pipe Length (Lp)
ft
System Depth (H)
ft
H = 4"(BEDDING)+OD+6"(STONE/SAND OVER PIPE)
System Width(W)
it
W=No.'OD+(No:1)*S+2'X
Hydraflow System Width (w)
It
w = W / No.
System Length (L)
116.0
ft
L = Lp+2'OD+2'X
Void Fraction (Fv)
voids for NCDOT #57 stone
Infiltration Rate (It)
in/hr
ECS Boring Location #3
Pipe Volume (Vp)
729
cf
Vp = No.'Pi'(D/2)^2'L/144
Stone Fill Voiume (Vs)
950
lcf
Vs = Fv'[H'W'L - Vp]
Total Provided Volume (Vt)
1,679
lcf
Vt = Vp + Vs
System bottom Elev
2-3-007
ft
System top Elev
26.15 It
Effective Area (Aeff)
533 ft
Aeff = VUH
Required storage depth (Hreq)
1.41
ft
Hreq = Vreq/Aeff
Required Storage Elev
24.41
ft
Elev = System bottom Elev + Hreq
Drawdown Calculation
System Outflow (Of) 0.14 cfs Of = IVL-W/43,200
Drawdown Time 3.41 lhrs T = Vt! Of / 3600
MR

Hydrograph Summary Report
Hydraflow, Hydrographs by Intelisolve v9.1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Hyd.
volume
(tuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(tuft)
Hydrograph
description
1
SCS Runoff
1.140
1
725
3,606
----
------
------
Lot 26
2
Reservoir
0.114
1
794
3,604
1
25.49
1,474
Lot 26
TRENCH 2B.gpw
Return Period: 10 Year
Wednesday, Jun 27, 2012

Hydrograph Report
Hydraflow Hydrographs by Intelisolve v9.1
Hyd. No. 1
Lot 2B
Hydrograph type
= SCS Runoff
Storm frequency
= 10 yrs
Time interval
= 1 min
Drainage area
= 0.370 ac
Basin Slope
= 0.0 %
Tc method
= USER
Total precip.
= 7.00 in
Storm duration
= 24 hrs
Lot 213
Q (cfs)
Hyd. No. 1 -- 10 Year
2.00
1.00
0.00 ' 1 1�-
0 120 240 360
Hyd No. 1
Wednesday, Jun 27, 2012
Peak discharge = 1.140 cfs
Time to peak
= 725 min
Hyd. volume
= 3,606 cuft
Curve number
= 60
Hydraulic length
= 0 ft
Time of conc. (Tc)
= 5.00 min
Distribution
= Type III
Shape factor
= 484
Q (cfs)
2.00
1.00
0.00
480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)

Hydrograph
Report
3
Hydraflow Hydrographs by Intelisolve
v9.1
Wednesday, Jun 27, 2012
Hyd. No. 2
Lot 2B
Hydrograph type
= Reservoir
Peak discharge
= 0.114 cfs
Storm frequency
= 10 yrs
Time to peak
= 794 min
Time interval
= 1 min
Hyd. volume
= 3,604 cuft
Inflow hyd. No.
= 1 - Lot 2B
Max. Elevation
= 25.49 It
Reservoir name
= Lot 2B
Max. Storage
= 1,474 cuft
Storage Indication method used. Outflow includes exfiltration
Q (Cfs)
2.00
,
:t
1.00
0.00
0 180 360 540 720 900 1080 1260 1440
— Hyd No. 2 — Hyd No. 1 IIII.CLIlI17 Total storage used = 1,474 cult
Lot 2B
Hyd. No. 2 -- 10 Year
Q (Cfs)
2.00
1.00
0.00
1620
Time (min)

Pond Report 4
Hydraflow Hydrographs by Intelisolve v9.1 Wednesday, Jun 27, 2012
Pond No. 1 - Lot 2B
Pond Data
Trapezoid - Bottom L x W = 122.6 x 8.0 it, Side slope = 0.0:1, Bottom elev. = 23.00 11, Depth = 3.15 it, Voids = 60.00
Stage / Storage Table
Stage (ft) Elevation (ft) Contour area (sqft) Inner. Storage (tuft) Total storage (cuff)
0.00
23.00
985
0
0
0.32
23.32
985
186
186
0.63
23.63
985
186
372
0.95
23.95
985
186
558
1.26
24.26
985
186
744
1.58
24.58
985
186
931
1.89
24.89
985
186
1,117
2.21
25.21
985
186
1,303
2.52
25.52
985
186
1,489
2.84
25.84
985
186
1,675
3.15
26.15
985
186
1,861
Culvert / Orifice Structures
[A] [B]
Rise (in) = 0.00 0.00
Span (in) = 0.00 0.00
No. Barrels = 0 0
Invert El. (ft) = 0.00 0.00
Length (It) = 0.00 0.00
Slope (%) = 0.00 0.00
N-Value = .013 .013
Orifice Coeff. = 0.60 0.60
Multi -Stage = n/a No
[C]
0.00
0.00
0
0.00
0.00
0.00
.013
0.60
No
[PrfRsr]
0.00
0.00
0
0.00
0.00
n/a
n/a
0.60
No
Weir Structures
[A] [B]
Crest Len (ft) = 0.00 0.00
Crest El. (ft) = 0.00 0.00
Weir Coeff. = 3.33 3.33
Weir Type = --- ---
Multi -Stage = No No
Exfil.(in/hr) = 3,000 (by Wet area)
TW Elev. (ft) = 0.00
[C]
0.00
0.00
3.33
---
No
[D]
0.00
0.00
3.33
...
No
Note: CulverVOnfice
outflows
are analyzed under
inlet (ic) and outlet (oc) control. Weir risers checked tar critics conditions
(Ic) and
submergence (s).
Stage / Storage / Discharge Table
Stage Storage
Elevation
Clv A
CIv B
Clv C
PrfRsr Wr A
Wr B
Wr C
Wr D
Extil
User
Total
ft tuft
ft cfs
cfs
cis
cfs cfs
cfs
cfs
cfs
cfs
cfs
cfs
0.00
0
23.00 ---
---
---
--- ---
---
---
---
0.000
---
0.00
0.03
19
23.03 ---
---
---
--- ---
---
---
---
0.007
---
0.01
0.06
37
23.06 ---
---
---
--- ...
---
---
---
0.015
---
0.01
0.09
56
23.09 ---
---
---
--- ---
---
---
---
0.022
---
0.02
0.13
74
23.13 ---
---
...
--• ---
---
---
---
0.030
---
0.03
0.16
93
23.16 ---
---
-
--• ---
---
---
---
0.037
---
0.04
0.19
112
23.19 ---
---
---
-- ...
---
---
---
0.044
---
0.04
0,22
130
23.22 ---
---
---
--- ---
---
---
---
0.052
---
0.05
0.25
149
23.25 ---
---
---
--- ---
--
---
---
0.059
---
0.06
0.28
168
23.28 ---
---
---
--- ---
--
---
---
0.067
---
0.07
0.32
186
23.32 ---
---
---
--- ---
--
---
---
0,074
---
0.07
0.35
205
23.35 ---
---
-
--- ---
---
0,075
---
0.07
0.38
223
23.38 ---
---
---
--- --
...
---
---
0.075
---
0.08
0.41
242
23.41 ---
---
--
--- ---
---
---
---
0.076
---
0.08
0.44
261
23.44 ---
---
---
-- ...
---
---
---
0.076
---
0.08
0.47
279
23.47 ---
---
---
-- ---
---
---
--
0.077
---
0.08
0.50
298
23.50 ---
---
---
--- ---
---
---
---
0.078
---
0.08
0.54
316
23.54 ---
---
---
--- ---
---
--
---
0.078
---
0.08
0.57
335
23.57 ---
---
---
--- ---
---
---
--
0.079
---
0.08
0.60
354
23.60 ---
---
---
--- ---
---
---
---
0.079
---
0.08
0.63
372
23.63 ---
---
--
... ---
---
---
--
0.080
---
0.08
0.66
391
23.66 ---
--
---
--- --
---
---
---
0.080
---
0.08
0.69
409
23.69 ---
---
---
--- ---
---
---
---
0.081
---
0.08
0.72
428
23.72 ---
---
---
--- ---
--
---
---
0.082
---
0.08
0.76
447
23.76 ---
---
---
--- ---
---
---
---
0.082
---
0.08
0.79
465
23.79 ---
---
---
... ---
---
---
---
0.083
---
0.08
0.82
484
23.82 ---
---
---
--- --
---
---
---
0.083
---
0.08
0.85
503
23.85 --- -
---
---
--- ---
---
---
---
0.084
---
0.08
0.88
521
23.88 ---
---
---
--- ---
---
---
---
0.084
---
0.08
0.91
540
23.91 ---
---
---
--- ---
---
---
---
0,085
---
0.08
0.95
558
23.95 ---
---
---
--- ---
---
---
---
0.086
---
0.09
Continues on next
page...

�
ux28
Stage /Storage
/Discharge
Table
Stage
Storage
Elevation
C|vA
C|vo
ovC
pxnor
vvrx
vV,o
w+C
vv/o
cmi|
User
Total
it
Cvx
it
cis
cm
cis
cis
cis
o/o
cis
cis
v/v
cis
cis
0.98
577
e3u8
--
-.
--
-'
-'
-.
-.
-
o»oo--
0.09
1.01
596
24.01
-.
--
--
-.
--
--
--
0.007--
0.09
1.04
6w
uio4
-
-
-
-
-
-
-
-
0mx
-
0N
1.N
6m
24.07
-
-
-
-
-
-
-
-
o.NN-
&m
nO
651
24.10
-
-
-
-
-
-
-
-
0.088-
0.09
113
670
24.13
-
-
-
-
-
-
-
-
0.089-
0.00
1.17
889
24.17
-
-
-
-
-
-
-
-
o.mm-
0.09
1.20
707
24.20
-
-
-
-
-
-
-
-
0.090-
0.09
1M
7e6
24.23
-
-
-
-
-
-
-
-
o.^e|
-
uoo
1.26
nw
24.26
-
-
-
-
-
-
-
-
0.091
-
0.09
1.29
xa
24.29
-
-
-
-
-
-
-
-
0.092-
0.09
1.32
782
24.32
-
-
-
-
-
-
-
-
0.092-
0.09
1.35
mN
24.3
-
-
-
-
-
-
-
-
0.093-
0.09
1.30
mo
24.39
-
-
-
-
-
-
-
-
0.094-
0.09
1.42
mm
24.*2
-
-
-
-
-
-
-
-
0a94
-
mm
1.*5
*56
u«,n
-
-
-
-
-
-
-
-
ums
-
Nm
1.48
mn
24x8
-
-
-
-
-
-
-
-
0.095-
um
1.51
893
24.51
-
--
--
--
--
--
--
0.096
--
0.10
|.s^
912
m\w
-
-
-
-
-
-
-
-
0.096-
0.10
,.so
931
m�oo
_
-
-
-
-
-
-
-
0m97
-
0.10
1.61
049
24.61
-
-
-
-
-
-
-
-
VM8
-
0.10
1.84
968
21.64
_
-
-
-
-
-
-
-
umw-
mO
1.67
986
2*.67
_
--
--
--
--
--
--
--
0.099--
0.10
170
1,005
24J0
-
-
-
-
-
-
-
-
o.em-
om
1.73
1`024
24.73
--
--
.-
--
o/*>-
0.10
176
1.0*2
e*76
--
--
--.
--
--
.-
--
--
0.100--
0.10
1.80
1,061
24.80
--
-
--
--
--
--
--
--
0.101
--
0.10
1.83
1,079
24.83
_
--
-
--
-.
--
0.102--
0.10
1.86
|,mm
24.86
-
-
-
-
-
-
-
-
0.102-
0.10
1.89
1,117
24.89
-
-
--
--
--
-
--
--
0.103-
0.10
1.8e
1'135
u*oc
-
-
-
-
-
-
-
-
0.103-
um
1f$
l.ls^
24.9*
_
-
--
--
--
--
u|04--
0.10
1f8
1.173
24.98
--
_
--
--
-
--
--
--
0.104--
0.10
2(e
1,191
25o2
_
--
--
--
--
--
--
--
0.105--
0.10
105
1,210
25.05
-'
--
--
-'
-'
-.
--
-'
oAoo--
0.11
2.08
1,228
25.08
_
_
-
-
-
-
-
-
0.106-
oo
211
1`2*7
25n
.-
--
--
--
--
--
.-
--
0.107--
0.11
u*
1.266
25.14
--
_
--
--
--
--
--
0.107--
un
117
1,284
2517
_
-
-
-
-
-
-
-
0,108-
011
2.21
1,303
25.21
_
_
-
-
-
-
-
-
0.108-
0.11
124
1,321
25�24
_
_
-
-
-
-
-
-
0.109-
0.11
2.27
1.340
25.27
_
_
_
-
-
-
-
-
0.110
-
0.11
2.30
1,359
25.30
_
_
-
-
-
-
-
-
uov
-
0.11
134
1,377
os/m
--
--
--
--
--
-
-.
--
0.111
--
011
2.36
1.396
2536
_
_
-
-
-
-
-
-
0n1
-
0.11
2.39
|.m^
25.39
_
_
-
-
-
-
-
-
0.112
-
un
243
\mo
25.43
_
_
_
-
-
-
-
-
0.112
-
o.`|
146
1,452
25.46
_
_
_
-
-
-
-
-
0.113
-
0.11
149
1,470
25.49
_
-
-
-
-
-
-
-
0.114
-
0.11
232
1.489
25.52
-
-
-
-
-
-
-
-
u14
-
uo
2.55
1.508
25.55
--
-
--
-
--
--
0115
--
0.11
2.58
1,526
25.58
_
_
_
-
-
-
-
-
0.115
-
0.12
2.61
/,545
25.61
--
--
--
--
--
-
--
--
0116
--
0.12
uas
1`563
usas
--
--
-'
--
-'
-.
-'
0.116
--
0./2
188
\sou
25.68
-.
--
.-
--
0.117
--
0.12
2J1
1.601
25.71
.-
--
--
--
--
--
--
--
0.118
--
0.12
um
1.619
25.74
--
-
--
--
--
.-
--
--
0118
--
0.12
2.77
1.638
25.77
_
-
-
-
-
-
-
-
0.119
-
0.12
180
1.656
25.80
_
_
-
-
-
-
-
-
0.119
-
0.12
2.04
1.675
25.8*
_
-
-
-
-
-
-
-
010-
812
2.8/
1,69*
25.87
-
-
-
-
-
-
0.120-
0.12
2.90
1J12
25.90
--
--
-.
--
--
0/21
--
0,2
193
1.731
25.*3
--
--
--
--
-.
--
--
u{22--
0.12
2.96
1.749
25.96
--
--
--
--
--
--
--
--
0122--
0.12
Zm}
1.768
25.e
_
_
-
-
-
-
-
-
0.123-
0.12
3.02
1.787
26.02
_
_
-
-
-
-
-
-
0.1e3-
0.12
3.06
1.805
26.06
_
_
-
-
-
-
-
-
u12*-
0.12
3.09
1.824
26l9
--
_
--
--
--
--
-.
--
0.12*--
0.12
112
1,843
26.12
-'
-.
-'
-'
--
-'
--
--
0.125-'
012
3.15
1,861
e615
--
--
--
--
--
--
--
--
0.126-
0.13
-Eod

INFILTRATION LOT 3A
Drainage Area
Drainage Area
15,810
sf
Drainage Area
0.36
Jac
Impervious Area Calculation
Lot
4,470
Road
1,667
Total
6,137
sf
Total
0.14
ac
% Impervious
38.8%
1-Year Peak Flow Calcs
1-Year Pre Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.20
Q=C'I`A 0.36 cfs
1-Year Post Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.49
Q=C'I'A 0.89 cfs
Volume/Storage Calculation
Design Storm (P) 1.5 in
Schueler Method Runoff Coeff (RV) 0.40 RV = %IMP`0.009+0.05
Required Volume (Vreq) - 789 1cf Vreq = (P/12)'RV'DA
1-Year Pre Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05 + 0.9 ' IA 0.050
V=3630' RD' Rv' A 247 of
1-Year Post Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05 + 0.9 - IA 0.399
V=3630 ' R D" Rv " A 1,973 of
Required Volume (Vreq) 1,726 of
Infiltration Calculation
Infiltration Rate (It)
7.1 in/hr
ECS Boring Location #5
System Outflow (Ot)
0.796 cis
Of = It'Aeff
Drawdown Time
0.60 hrs
T = Vreq / Ot / 3600
Drawdown Time
0.03 days

. Hydrograph Summary Report
Hydraflow Hydrographs by Intelisolve v9.1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Hyd.
volume
(tuft)
Inflow
hyd(s)
Maximum
elevation
(ft)'
Total
strge used
(tuft)
Hydrograph
description
1
SCS Runoff
1.583
1
725
4,876
----
------
------
Lot 3A
2
Reservoir
0.224
1
758
4,874
1
27.85
1,915
Lot 3A
BASIN 3A.gpw
Return Period: 10 Year
Wednesday, Jun 27, 2012

Hydrograph Report
Hydraflow Hydrographs by Intelisolve Al
Wednesday, Jun 27, 2012
Hyd. No. 1
Lot 3A
Hydrograph type
= SCS Runoff
Peak discharge
= 1.583 cfs
Storm frequency
= 10 yrs
Time to peak
= 725 min
Time interval
= 1 min
Hyd. volume
= 4,876 cult
Drainage area
= 0.360 ac
Curve number
= 70
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= USER
Time of cone. (Tc)
= 5.00 min
Total precip.
= 7.00 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
Lot 3A
Q (cfs) Hyd. No. 1 -- 10 Year
2.00
Mill
w
Q (cfs)
2.00
1.00
0.00
0 120 240 360 480 600 M 840 960 1080 1200 1320 1440 1560
Time (min)
— Hyd No. 1

Hydrograph Report
C
Hydraflow Hydrographs by Intelisolve v9.1
Hyd. No. 2
Lot 3A
Hydrograph type
= Reservoir
Peak discharge
Storm frequency
= 10 yrs
Time to peak
Time interval
= 1 min
Hyd. volume
Inflow hyd. No.
= 1 - Lot 3A
Max. Elevation
Reservoir name
= Lot 3A
Max. Storage
Storage Indication method used. Outflow includes exfiltration.
Lot 3A
Wednesday, Jun 27, 2012
= 0.224 cfs
= 758 min
= 4,874 tuft
= 27.85 ft
= 1,915 cuft
Q (cfs) Hyd. No. 2 - 10 Year Q (cfs)
2.00 2.00
1.00 1.00
r,
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
— Hyd No. 2 — Hyd No. 1 :1_ r " Total storage used = 1,915 cult

Pond Report 4
Hydraflow Hydrographs by Intelisolve v9.1 Wednesday, Jun 27, 2012
Pond No. 1 - Lot 3A
Pond Data
Contours - User -defined contour areas. Average end area method used for volume calculation. Begining Elevation = 26.60 It
Stage / Storage Table
Stage (It)
Elevation (ft)
Contour area (soft)
Incr. Storage (tuft)
Total storage (tuft)
0.00
26.60
00
0
0
0.40
27.00
998
200
200
1.40
28.00
3,027
2,013
2,212
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C]
[PrfRsr]
[A]
[B]
[C]
[D]
Rise (in)
= 0.00
0.00
0.00
0.00
Crest Len (ft)
= 0.00
0.00
0.00
0.00
Span (in)
= 0.00
0.00
0.00
0.00
Crest El. (ft)
= 0.00
0.00
0.00
0.00
No. Barrels
= 0
0
0
0
Weir Coeff.
= 3.33
3.33
3.33
3.33
Invert El. (ft)
= 0.00
0.00
0.00
0.00
Weir Type
= ---
---
---
---
Length (it)
= 0.00
0.00
0.00
0.00
Multi -Stage
= No
No
No
No
Slope (%)
= 0.00
0.00
0.00
n/a
N-Value
= .013
.013
.013
n/a
Orifice Coeff.
= 0.60
0.60
0.60
0.60
Exfil.(in/hr)
= 3.550 (by Contour)
Multi -Stage
= n/a
No
No
No
TW Elev. (ft)
= 0.00
Note', CulvertlOnfice outflows are analyzed under inlet tc)'and outlet fee) control. Weir risers checked for oritice conditions (ic) and submergence (s).
Stage / Storage /
Discharge Table
Stage
Storage
Elevation Clv A
Clv B
Clv C
PrfRsr
Wr A
Wr B
Wr C
Wr D
Exfil
User
Total
It
tuft
It cfs
cfs
cfs
cfs
cfs
cfs
cfs
cfs
cfs
cfs
cfs
0.00
0
26.60 ---
---
---
---
---
---
---
---
0.000
---
0.00
0.04
20
26.64 ---
---
---
---
---
---
---
---
0.008
---
0.01
0.08
40
26.68 ---
---
---
---
---
---
---
---
0.016
---
0.02
0.12
60
26.72 ---
---
---
---
---
---
---
---
0.025
---
0.02
0.16
80
26.76 ---
---
---
---
---
---
---
---
0,033
---
0.03
0.20
100
26.80 ---
---
---
---
---
---
---
-
0.041
---
0.04
0.24
120
26.84 ---
---
---
---
---
---
---
---
0,049
---
0.05
0.28
140
26.88 ---
---
---
---
---
---
-
---
0.057
---
0.06
0.32
160
26.92 ---
---
---
---
---
---
---
---
0.066
---
0.07
0.36
180
26.96 ---
---
---
---
---
---
---
---
0.074
---
0.07
0.40
200
27.00 ---
---
---
---
---
---
---
---
0,082
---
0.08
0.50
401
27.10 ---
---
---
---
---
---
0.099
---
0.10
0.60
602
27.20 ---
---
---
---
---
---
---
---
0.115
---
0.12
0.70
803
27.30 ---
---
---
---
---
---
---
---
0.132
---
0A3
0.80
1,005
27.40 ---
---
---
---
---
---
---
---
0.149
---
0.15
0.90
1,206
27.50 ---
---
---
---
---
---
---
---
0,165
---
0.17
1.00
1,407
27.60 ---
---
---
---
---
---
---
---
0.182
---
0.18
1.10
1,608
27.70 ---
---
---
---
---
---
---
---
0.199
---
0.20
1.20
1,810
27.80 ---
---
---
---
---
---
---
---
0.215
---
0.22
1.30
2,011
27.90 ---
---
---
---
---
---
---
---
0,232
---
0.23
1.40
2,212
28.00 ---
---
---
---
---
---
---
---
0.249
---
0.25

INFILTRATION LOT 3B
Drainage Area
Drainage Area
Drainage Area
Impervious Area Calculation
Road
Totalsf
Lota29.6%
Totalac
% Impervious
19,931
sf
ac
0.46
1-Year Peak Flow Calcs
1-Year Pre Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.20
Q=C'I'A 0.46 cfs
1-Year Post Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.42
Q=C"I`A 0.97 cfs
Volurne/Storage Calculation
Design Storm (P) 1.5 in
Schueler Method Runoff Coeff (RV) 0.32 RV = %IMP'0.009+0.05
Required Volume (Vreq) 788 cf Vreq = (P/l2)'RV'DA
1-Year Pre Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05 + 0.9 " IA 0.050
V=3630' RD' Rv' A 311 cf
1-Year Post Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05 + 0.9 ' IA 0.316
V=3630' Ro' Rv"A 1,971 cf
Required Volume (Vreq)
1,659 cf
Infiltration Calculation
Infiltration Rate (It)
7.7
in/hr
ECS Boring Location #1
System Outflow (Ot)
0.796
cfs
Of = It'Aeff
Drawdown Time
0.58 hrs
T = Vreq / Of / 3600
Drawdown Time
0.02 days

Hydrograph Summary Report Hydraflow Hydrographs by lntelisolve v9.1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Hyd.
volume
(tuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(tuft)
Hydrograph
description
1
SCS Runoff
1.175
1
725
3,820
----
------
------
Lot 3B
2
Reservoir
0.213
1
755
3,818
1
27.35
1,283
Lot 3B
BASIN 3B.gpw
Return Period: 10 Year
Wednesday, Jun 27, 2012

Hydrograph Report
2
Hydraflow Hydrographs by Intelisolve v9.1
Hyd. No. 1
Lot 3B
Hydrograph type
= SCS Runoff
Storm frequency
= 10 yrs
Time interval
= 1 min
Drainage area
= 0.460 ac
Basin Slope
= 0.0 %
Tc method
= USER
Total precip.
= 7.00 in
Storm duration
= 24 hrs
Q (cfs)
2.00
1.00
1111311
Wednesday, Jun 27, 2012
Peak discharge = 1.175 cfs
Time to peak
= 725 min
Hyd. volume
= 3,820 cuft
Curve number
= 56
Hydraulic length
= 0 ft
Time of conc. (Tc)
= 5.00 min
Distribution
= Type III
Shape factor
= 484
Lot 313
Hyd. No. 1 -- 10 Year
Q (cfs)
2.00
1.00
000
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
-- Hyd No. 1 Time (min)

Hydrograph Report
3
Hydraflow Hydrographs by Intelisolve v9.1
Hyd. No. 2
Lot 3B
Hydrograph type
= Reservoir
Storm frequency
= 10 yrs
Time interval
= 1 min
Inflow hyd. No.
= 1 -Lot 3B
Reservoir name
= LOT 3B
Storage Indication method used. Outflow includes exfiltration.
Lot 3B
Q (cfs) Hyd. No. 2 -- 10 Year
2.00
10111
row
Wednesday, Jun 27, 2012
Peak discharge = 0.213 cfs
Time to peak
= 755 min
Hyd. volume
= 3,818 cuft
Max. Elevation
= 27.35 ft
Max. Storage
= 1,283 cuft
Q (cfs)
2.00
1.00
1
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
— Hyd No. 2 —Hyd No. 1 1I117I1 11 Total storage used = 1,283 cuff

Pond Report 4
• Hydraflow Hydrographs by Intelisolve v9.1 Wednesday, Jun 27, 2012
Pond No. 1 - LOT 3B
Pond Data
Contours - User -defined contour areas. Average end area method used for volume calculation. Begining Elevation = 26.80 ft
Stage / Storage Table
Stage (ft) Elevation (ft)
Contour area (sqft)
Iner. Storage (cult)
Total storage (tuft)
0.00 26.80
00
0
0
0.20 27.00
316
32
32
1.20 28.00
6,752
3,534
3,566
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C]
[PrfRsr]
[A]
[B]
[C]
[D]
Rise (in)
= 0.00
0.00
0.00
0.00
Crest Len (ft)
= 0.00
0.00
0.00
0.00
Span (in)
= 0.00
0.00
0.00
0.00
Crest El. (ft)
= 0.00
0.00
0.00
0.00
No. Barrels
= 0
0
0
0
Weir Coeff.
= 3.33
3.33
3.33
3.33
Invert El. (ft)
= 0.00
0.00
0.00
0.00
Weir Type
= ---
---
---
---
Length (ft)
= 0.00
0.00
0.00
0.00
Multi -Stage
= No
No
No
No
Slope I%)
= 0.00
0.00
0.00
n/a
N-Value
= .013
.013
.013
n/a
Orifice Coeff.
= 0.60
0.60
0.60
0.60
Exfil.(in/hr)
= 3.550 (by
Contour)
Multi -Stage
= n/a
No
No
No
TW Elev. (ft)
= 0.00
Note: CulveNOrifice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for critics conditions (ic) and submergence (a).
Stage /
Storage /
Discharge Table
Stage
Storage
Elevation Clv A
Clv B
Clv C
PrfRsr
Wr A
Wr B
Wr C
Wr D
Exfil
User
Total
ft
tuft
ft cfs
cfs
cfs
cfs
cis
cis
cfs
cfs
cfs
cfs
cfs
0.00
0
26.80 ---
---
---
---
---
---
---
---
0,000
---
0.00
0.02
3
26.82 ---
---
---
---
---
---
---
---
0.003
---
0.00
0.04
6
26.84 ---
---
---
---
---
---
---
---
0.005
---
0.01
0.06
9
26.86 ---
---
---
---
---
---
-
---
0.008
---
0.01
0.08
13
26.88 ---
---
---
---
-
---
---
---
0.010
---
0.01
0.10
16
26.90 ---
---
---
---
---
---
---
---
0.013
---
0.01
0.12
19
26.92 ---
---
---
---
---
---
---
---
0.016
---
0.02
0.14
22
26.94 ---
---
---
---
---
---
---
---
0.018
---
0.02
0.16
25
26.96 ---
---
---
---
---
---
---
---
0.021
---
0.02
0.18
28
26.98 ---
---
---
---
---
---
---
---
0,023
---
0.02
0.20
32
27.00 ---
---
---
---
---
--
---
---
0,026
---
0.03
0.30
385
27.10 ---
---
---
---
---
---
---
---
0.079
---
0.08
0.40
738
27.20 ---
---
---
---
---
---
---
---
0.132
---
0.13
0.50
1,092
27.30 ---
---
---
---
---
---
---
---
0.185
---
0.18
0.60
1,445
27.40 ---
---
---
---
---
---
---
---
0.238
---
0.24
0.70
1,799
27.50 ---
---
---
---
---
---
---
---
0.290
---
0.29
0.80
2,152
27.60 ---
---
---
---
---
---
---
---
0.343
---
0.34
0.90
2,505
27.70 ---
---
---
---
---
---
---
---
0.396
---
0.40
1.00
2,859
27.80 ---
---
---
---
---
---
---
---
0,449
---
0.45
1.10
3,212
27.90 ---
---
---
---
---
---
---
---
0.502
---
0.50
1.20
3,566
28.00 ---
---
---
---
---
---
---
---
0.555
---
0.55

INFILTRATION LOT 3C
Drainage Area
Drainage Area
17,312
sf
Drainage Area
0.40
ac
Impervious Area Calculation
Lot
4,300
Cart Path
2,548
Total
6,848
sf
Total
0.16
ac
%Impervious
39.6%
1-Year Peak Flow Cates
1-Year Pre Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.20
Q=C'I'A 0.40 cfs
1-Year Post Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.50
Q=C"I"A 0.99 cfs
Volume/Storage Calculation
Design Storm (P) 1.5 in
Schuster Method Runoff Coeff (RV) 0.41 RV = %IMP'0.009+0.05
Required Volume (Vreq) 879 cf Vreq = (P/12)'RV'DA
1-Year Pre Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05 + 0.9 ' IA 0.050
V=3630 " Re' Rv' A 271 cf
1-Year Post Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05 + 0.9 ' IA 0.406
V=3630' RD' Rv"A 2,197 cf
Required Volume (Vreq) 1,926 cf
Infiltration Calculation
Infiltration Rate (It)
6.0 in/hr
ECS Boring Location #3
System Outflow (Ot)
0.673 cfs
Of = It'Aeff
Drawdown Time
0.79 hrs
T = Vreq / Of / 3600
Drawdown Time
0.03 days

INFILTRATION LOT 3C - LOT
Drainage Area
Drainage Area
Drainage Area
Impervious Area Calculation
Lot
Cart Path
Total
Total
%Impervious
2,400
sf
ac
sf
ac
0.055
2,400
2,400
0.055
100.0%
1-Year Peak Flow Calcs
1-Year Pre Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.20
Q=C-I'A 0.06 cfs
1-Year Post Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.95
Q=C'I"A 0.26 cfs
Volume/Storage Calculation
Design Storm (P) 1.5 in
Schueler Method Runoff Coeff (RV) 0.61 RV = %IMP'0.009+0.05
Required Volume (Vreq) 285 cf Vreq = (P/12)'RV'DA
1-Year Pre Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05 + 0.9 ' IA 0.050
V=3630' Re' Rv' A 38 cf
1-Year Post Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05+0.9' Ir, 0.950
V=3630' Ro' Rv' A 713 cf
Required Volume (Vreq)
675 cf
Infiltration Calculation
Infiltration Rate (It)
6.0
in/hr
ECS Boring Location #3
System Outflow (Ot)
0.673
cfs
Ot = It'Aeff
Drawdown Time
0.28 hrs
T = Vreq / Ot / 3600
Drawdown Time
0.01 days

Drainage Area
Lot 3C • Lot
Drainage Area 2;400 sf
Drainage Area 0.06 ac
Impervious Area Calculation
Voluma/Storage Calculation
Overflow Elevation
Lot
2,400
Total
2,400
sf
Total
0.06
ac
Impervious
100.0%
Design Storm (P)
1.5 in
Schueler Method Runoff Coeff (RV)
0.95
RV = % IMP'0.009+0.05
Required Volume (Vreq)
285 cf
Vreq = (P/12)'RV'DA
No. of storage pipes, No.
Nominal Pipe Diameter (D)
in
Outside Pipe Diameter (OD)
in
Pipe Spacing (S)
in
gift
System Edge Spacing (X)
in
Pipe Length (Lp)
System Depth (H)
3.15 ft
H =4"(BEDDING)+OD+6"(STONE/SAND OVER PIPE)
System Width(W)
8.05 It
W=NO.'OD+(No.-1)'S+2'X
Hydraflow System Width (w)
4.03 1 ft
w = W / No.
System Length (L)
1 44.63 ft
L = Lp+2'OD+2'X
Void Fraction (Fv)
1 0401
voids for NCDOT #57 stone
Infiltration Rate (It)
6.0 in/hr
ECS Boring Location #3A
Pipe Volume (Vp)
239 cf
Vp = No.'Pi'(D/2)-2'L/144
Stone Fill Volume (Vs)
357 cf
Vs = FV'[H'W'L - Vp]
Total Provided Volume (Vt)
596 cf
Vt = Vp + Vs
System bottom Elev
20.00 It
System top Elev
23.15 Ift
Effective Area (Aeff)
Required storage depth (Hreq)
Required Storage Elev
Drawdown Calculation
System Outflow lot)
Drawdown Time
89 ft
51 ft
21.51 ft
0.05 cis
3.32 hrs
Aeff = VUH
Hreq = Vreq/Aeff
Elev = System bottom Elev + Hreq
Ot = Il'L'W/43,200
T = Vt I Of 13600
1oft

Hydrograph Summary Report
Hydraflow Hydrographs by Intelisolve v9.1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
lets)
Time
interval
(min)
Time to
peak
(min)
Hyd.
volume
(tuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(tuft)
Hydrograph
description
1
SCS Runoff
0.457
2
724
1,588
----
------
-----
Lot 3C - Lot
2
Reservoir
0.046
2
766
1,585
1
22.90
624
Lot 3C - Lot
TRENCH 3C HOUSE.gpw
Return Period: 10 Year
Wednesday, Jun 27, 2012

-Hydrograph Report
2
Hydraflow Hydrographs by Intelisolve v9.1
Wednesday, Jun 27, 2012
Hyd. No. 1
Lot 3C - Lot
Hydrograph type
= SCS Runoff
Peak discharge
= 0.457 cfs
Storm frequency
= 10 yrs
Time to peak
= 724 min
Time interval
= 2 min
Hyd. volume
= 1,588 cuft
Drainage area
= 0.069 ac
Curve number
= 98
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= USER
Time of conc. (Tc)
= 5.00 min
Total precip.
= 7.00 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
0 (cfs)
0.50
0.45
0.40
0.35
0.30
0.25
0.20
0.15
0.10
0.05
000
Lot 3C - Lot
Hyd. No. 1 -- 10 Year
Q (cfs)
0.50
0.45
0.40
0.35
0.30
0.25
0.20
0.15
0.10
0.05
0 00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440
-- Hyd No. 1 Time (min)

3
Hydrograph
Report
Hydraflow Hydrographs by Intelisolve v9.1
Wednesday, Jun 27, 2012
Hyd. No. 2
Lot 3C - Lot
Hydrograph type
= Reservoir
Peak discharge
= 0.046 cfs
Storm frequency
= 10 yrs
Time to peak
= 766 min
Time interval
= 2 min
Hyd. volume
= 1,585 cult
Inflow hyd. No.
= 1 - Lot 3C - Lot
Max. Elevation
= 22.90 ft
Reservoir name
= Lot 3c - Lot
Max. Storage
= 624 cult
Storage Indication method used. Outflow includes exfiltralion
0 (cis)
0.50
0.45
0.40
0.35
0.30
0.25
0.20
0.15
0.10
0.05
Lot 3C - Lot
Hyd. No. 2 -- 10 Year
0 (cis)
0.50
0.45
0.40
0.35
0.30
0.25
0.20
0.15
0.10
0.05
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
-- Hyd No. 2 — Hyd No. 1 ILJ]IIICD Total storage used = 624 cuff Time (min)

Pond Report 4
Hydratlow Hydrographs by Intelisolve v9.1 Wednesday, Jun 27, 2012
Pond No. 1 - Lot 3c - Lot
Pond Data
Trapezoid - Bottom L x W = 44.6 x 8.0 ft, Side slope = 0.0:1, Bottom elev. = 20.00 ft, Depth = 3.15 ft, Voids = 60.00
Stage / Storage Table
Stage (ft) Elevation (ft)
0.00 20.00
0.32 20.32
0.63 20.63
0.95 20.95
1.26 21.26
1.58 21.58
1.89 21.89
2.21 22.21
2.52 22.52
2.84 22.84
3.15 23.15
Contour area (sqft)
359
359
359
359
359
359
359
359
359
359
359
Incr. Storage (cult)
0
68
68
68
68
68
68
68
68
68
68
Total storage (cuft)
0
68
136
203
271
339
407
475
543
610
678
Culvert / Orifice Structures
Weir Structures
[A]
[e]
[C] [PrfRsr]
[A]
[B]
[C]
[D]
Rise (in)
= 0.00
0.00
0.00 0.00
Crest Len (ft)
= 0.00
0.00
0.00
0.00
Span (in)
= 0.00
0.00
0.00 0.00
Crest El. (ft)
= 0.00
0.00
0.00
0.00
No. Barrels
= 0
0
0 0
Weir Coeff.
= 3.33
3.33
3.33
3.33
Invert El. (ft)
= 0.00
0.00
0.00 0.00
Weir Type
= ---
---
---
---
Length (it)
= 0.00
0.00
0.00 0.00
Multi -Stage
= No
No
No
No
Slope (%)
= 0.00
0.00
0.00 n/a
N-Value
= .013
.013
.013 n/a
Orifice Coeff.
= 0.60
0.60
0.60 0.60
Exfil.(in/hr)
= 3.000 (by Wet area)
Multi -Stage
= n/a
No
No No
TW Elev. (ft)
= 0.00
Note: CuiveNOrifice
outflows are analyzed under inlet dc) and outlet (oc) control. Weir risers checked for orilice conditions (ic) and submergence (a),
Stage / Storage / Discharge Table
Stage Storage
Elevation
Clv A
Clv B Chu,
C PrfRsr Wr A
Wr B
Wr C
Wr D
Exfil User
Total
If cuff
it
cfs
cfs cfs
cfs cfs
cfs
cfs
cfs
cfs cfs
cfs
0.00
0 20.00
---
--- ---
--- ---
---
---
---
0.000 ---
0.00
0.03
7 20.03
---
--- ---
--- ---
---
---
---
0.003 ---
0.00
0.06
14 20.06
---
--- ---
--- ---
---
---
---
0.005 ---
0.01
0.09
20 20.09
---
--- ---
--- ---
---
---
---
0.008 ---
0.01
0.13
27 20.13
---
--- ---
--- ---
---
---
---
0.011 ---
0.01
0.16
34 20.16
---
--- ---
--- ---
---
---
-
0.014 ---
0.01
0.19
41 20.19
---
--- ---
--- ---
---
---
---
0.016 ---
0.02
0.22
47 20.22
---
--- ---
--- ---
---
---
---
0.019 ---
0.02
0.25
54 20.25
---
--- ---
--- ---
---
---
---
0.022 ---
0.02
0.28
61 20.28
---
--- -
--- ---
---
---
---
0.025 ---
0.02
0.32
68 20.32
---
--- ---
--- ---
---
---
---
0.027 ---
0.03
0.35
75 20.35
...
--- ---
--- ---
-
---
---
0.027 ---
0.03
0.38
81 20.38
---
--- ---
--- ---
---
---
---
0.028 ---
0.03
0.41
88 20.41
---
--- ---
--- ---
---
---
---
0.028 ---
0.03
0.44
95 20.44
---
--- ---
--- ---
---
---
---
0.028 ---
0.03
0.47
102 20.47
---
--- ---
--- ---
---
---
---
0.028 ---
0.03
0.50
109 20.50
---
--- ---
--- ---
---
---
---
0.029 ---
0.03
0.54
115 20.54
---
--- ---
--- ---
---
---
---
0.029 ---
0.03
0.57
122 20.57
---
--- ---
--- ---
---
---
---
0.029 ---
0.03
0.60
129 20.60
---
--- ---
--- ---
---
---
---
0.029 ---
0.03
0.63
136 20.63
---
--- ---
--- ---
---
---
---
0.030 ---
0.03
0.66
142 20.66
---
--- ---
--- ---
---
---
0.030 ---
0.03
0.69
149 20.69
---
--- ---
--- ---
---
---
---
0,030 ---
0.03
0.72
156 20.72
---
--- ---
--- ---
---
---
---
0.030 ---
0.03
0.76
163 20.76
---
--- ---
--- ---
---
---
---
0.030 ---
0.03
0.79
170 20.79
---
--- ---
--- ---
---
---
---
0.031 ---
0.03
0.82
176 20.82
---
--- ---
--- ---
---
---
---
0.031 ---
0.03
0.85
183 20.85
---
--- ---
--- ---
---
---
---
0.031 ---
0.03
0.88
190 20.88
---
--- ---
--- ---
---
---
---
0.031 ---
0.03
0.91
197 20.91
---
--- ---
--- ---
---
---
---
0.032 ---
0.03
0.95
203 20.95
---
--- ---
--- ---
---
---
---
0.032 ---
0.03
Continues on next
page...

�
Lot 3c - Lot
Stage / Storage / Discharge Table
Stage Storage Elevation n|vx o|vo o|vu prfns, vv/^ vv,e wvo vv/o cxm use, Total
ft Cult h ofs cfs o/o mo C(s o,o Cfo Cfo nfo C/s C/o
0.98
210
20.98
-
-
-
-
-
-
_
_
0.032_
1»1
217
21.01
-
-
-
-
-
-
_
_
0.032 _
�
l0m
uu*
��0w
�
-
-
-
-
-
-
-
-
0.033 -
1�o/
231
21u7
-
-
-
-
-
-
_
_
0.033-
1.10
237
21.10
--
-
-
--
--
-
-.
-.
0.033--
1.13
2+4
:1.13
-
--
�-
-�
-
--
-.
--
0,033--
1.17
251
21.17
-
-
-
-
-
_
_
_
0.033-
110
258
11.20
-
-
-
-
-
-
_
_
0.034_
|.uo
264
u/.eo
-
-
-
-
_
_
_
_
0.034_
1.26
ur}
e1.26
-
-
-
-
-
-
_
_
0.034_
1.29
&n
21.29
-
-
-
-
-
_
_
_
0.034-
132
285
21.32
-
-
-
-
-
_
_
_
0.035 _
1.3s
292
21.35
-
-
-
-
-
_
_
_
0.035_
1.39
298
21.89
-
-
-
-
-
-
-
_
0,035-
1.42
305
21.42
-
-
-
-
-
-
-
_
0.035_
1.45
312
21.45
--
--
--
--
--
-
-.
--
0.036 --
1.48
319
21.48
-
--
--
-'
-'
-
-
-'
0.036--
1.51
326
21.51
-
-
-
-
-
-
_
_
0.036_
1.54
332
21.5*
-
-
-.
-
-
-
-
_
0.036_
1.58
mm
21.58
-
-
-
-
-
-
-
_
0.036-
1a1
3*8
21.61
.-
--
--
--
--
0.037--
1f4
353
21.61
-
-
-
-
-
_
_
_
o.mo_
1.67
359
21.67
-
-
-
-
-
-
_
_
0.037-
1.70
366
21.70
-
-
-
-
-
-
_
_
o.mv_
173
373
21.73
-
-
-
-
-
-
_
_
0.038-
170
*N
ul.m
-
-
-
-
-
-
-
_
0.038 _
1.8o
387
21.80
-
-
-
-
-
-
_
_
0.038-
1.83
mm
21M
-
-
-
-
-
-
_
_
0.038-
1.86
400
2186
-
-
-
-
-
-
-
_
0.039_
1.89
mn
21.89
-
-
-
-
-
-
_
_
0.00-
1.82
414
21.92
-
-
-
-
-
-
_
_
o.mm-
).Vo
420
21y5
--
--
--
--
-
-.
--
0.039--
1.98
427
21.98
-'
--
-�
-'
-'
-
-'
-.
0.039--
e.02
434
22.02
-
-
-
-
-
-
_
_
0.040_
2.05
441
22.05
-
-
-
-
-
-
-
_
o.mw_
2.08
448
22.08
-
-
-
-
-
-
_
_
uwm-
:.n
,s*
22.11
--
--
--
--
--
.-
--
.-
0.0*0--
2.14
461
22m
-
-
-
-
-
-
_
_
0.0*1 _
117
468
22.17
-
-
-
-
-
-
_
_
0.041 _
121
475
22�21
-
-
-
-
-
-
-
_
0.041 -
2.24
482
22.24
-
-
-
-
-
-
_
_
0.0+1 _
2.27
wN
22.27
-
-
-
-
-
-
-
_
0.042-
2.30
*s
22.30
-
-
-
-
-
-
-
-
uwm_
2.33
502
22a3
-
-
-
-
-
-
-
_
0.042 _
2.00
80
22.36
-
-
-
-
-
-
-
_
0,042-
2.39
ms
22.39
-
-
-
-
-
-
_
_
0.042_
l*}
522
22x3
-
-
-
-
-
-
_
0.043 _
1^6
529
22'46
-
-
-
-
-
_
_
_
0,043-
2.40
536
22.49
-
-
-
-
-
_
_
_
0.043_
2.52
mo
22.52
-
-
-
-
-
-
-
_
o,wm_
2.55
549
22.55
-
-
-
-
-
-
-
-
0.044-
2.58
556
22.58
-
-
-
-
-
-
-
_
0.044-
2.61
mm
22.61
-
-
-
-
-
_
_
_
0.044 -
165
sm
22.65
-
-
-
-
-
-
-
_
uow _
u.00
576
22.68
-
-
-
-
-
-
-
_
0.045-
2J1
583
e2J1
-
-
-
-
-
-
-
_
0,045 _
2.n
590
22.74
-
-
-
-
-
-
-
_
0.045 _
2.n
597
22.77
-
-
-
-
-
-
-
_
0,045 -
180
mw
22.80
-
-
-
-
-
-
-
-
0.045-
2f4
610
uu.m
-
-
-
-
-
-
-
-
0.046_
2.87
617
22.87
-
-
-
-
-
-
-
-
0.046_
c.00
624
22.90
-
-
-
-
-
-
-
-
0.046_
213
631
22.93
-
-
-
-
-
-
-
-
o.o^v-
u*o
om
22.96
-
-
-
-
-
-
-
-
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2.00
644
:M9
-
-
-
-
-
-
-
-
0.047 _
a0c
651
23.02
-
-
-
-
-
-
-
_
0.047_
3.06
658
23.06
-
-
-
-
-
-
-
-
0.047-
3.09
665
23.09
-
-
-
-
-
-
-
-
0w8-
3.12
671
2111
-
-
-
-
-
-
-
-
0048 -
o.1s
678
23.15
-
-
-
-
-
-
_
_
0.&4B-
-End

INFILTRATION LOT 3C - CART PATH & LOT
Drainage Area
Drainage Area
14,562
sf
Drainage Area
1 0.33
Jac
Impervious Area Calculation
LotA30.5%
Cart Path
Totalsf
Totalac
% Impervious
1-Year Peak Flow Calcs
1-Year Pre Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.20
Q=C'I'A 0.33 cfs
1-Year Post Dev. Peak Flow
1-Year Intensity 5.00 in/hr
C-Factor 0.43
Q=C`I'A 0.72 cfs
Volume/Storage Calculation
Design Storm (P) I1.5 in
Schueler Method Runoff Coeff (RV) L 0.32 1 RV = %IMP'0.009+0.05
Required Volume (Vreq) 1 591 lcf Vreq = (P/12)`RV'DA
1-Year Pre Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05+0.9' IA 0.050
V=3630 ' Ro * RV - A 228 cf
1-Year Post Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05 + 0.9 ' IA 0.325
V=3630' Re' Rv' A 1,479 cf
Required Volume (Vreq) 1,251 cf
Infiltration Calculation
Infiltration Rate (It)
I 6.0 in/hr
ECS Boring Location #3
System Outflow (Ot)
0.873 cfs
Ot = It-Aeff
Drawdown Time
0.52 hrs
T = Vreq / Ot / 3600
Drawdown Time
0.02 days

Drainage Area
Drainage Area
Drainage Area
Impervious Area Calculation
Volume/Storage Calculation
Overflow Elevation
Lot 3C - Cart Path & Lot
14,562 sf
0.33 ac
Lot
1,900
Cart Path
2,548
Total
4,448
sf
Total
0.10
ac
%Impervious
30.5%
Design Storm (P)
Scheeler Method Runoff Coeff (RV)
Required Volume (Vreq)
No. of storage pipes, No.
Nominal Pipe Diameter (D)
Outside Pipe Diameter (OD)
Pipe Spacing (S)
System Edge Spacing (X)
Pipe Length (Lp)
System Depth (H)
System Width (W)
Hydraflow System Width (w)
System Length (L)
Void Fraction (Fv)
Infiltration Rate (It)
Pipe Volume (Vp)
Stone Fill Volume (Vs)
Total Provided Volume (Vt)
System bottom Elev
System top Elev
Effective Area (Aeff)
Required storage depth (Hreq)
Required Storage Elev
Drawdown Calculation
System Outflow (Ot)
Drawdown Time
1.5 in
0.32
591 cf
ift
in
in
in
in
RV = %IMP'0.009+0.05
Vreq = (P/12)'RV'DA
4.32
ft
W=No.'OD+(No.-1)'S+2'X
4.32
it
w=W/No.
162.63
it
L = Lp+2'OD+2'X
OAO
voids for NCDOT #57 stone
6.0
in/hr
ECS Boring Location 44
3.15 it H = 4"(BEDDING)+OD+6"(STONE/SAND OVER PIPE)
490 cf Vp=No.'Pi'(D/2)A2'U744
689 cf Vs = Fv'[H' W'L - Vp]
1,179 cf Vt=Vie+Vs
20.00 it
23.15 it
374 it Aeff = Vt/H
1.58 1t Hreq - Vreq/Aeff
21.58 �ft Elev = System bottom Elev + Hreq
0.10cfs Ot=It'L'W/43,200
3.36hrs T=VI/Of/3600
fnIIIIII

Hydrograph Summary Report Hydraflow Hydrographs by lntelisolve v9.1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Hyd.
volume
(tuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(tuft)
Hydrograph
description
1
SCS Runoff
0.746
2
724
2,385
----
------
------
Lot 3C - Cart Path & Lot
2
Reservoir
0.097
2
774
2,383
1
22.06
850
Lot 3C - Path & Lot
TRENCH 3C OTHER.gpw
Return Period: 10 Year
Wednesday, Jun 27, 2012

Hydrograph Report
V:
Hydrallow Hydrographs by Inteiisolve v9.1
Wednesday, Jun 27, 2012
Hyd. No. 1
Lot 3C - Cart Path & Lot
Hydrograph type
= SCS Runoff
Peak discharge
= 0.746 cfs
Storm frequency
= 10 yrs
Time to peak
= 724 min
Time interval
= 2 min
Hyd. volume
= 2,385 cuft
Drainage area
= 0.330 ac
Curve number
= 55
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= USER
Time of conc. (Tc)
= 5.00 min
Total precip.
= 7.00 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
Q (cfs)
1.00
0.90
0.80
0.70
0.60
0.50
0.40
0.30
0.20
0.10
Lot 3C - Cart Path & Lot
Hyd. No. 1 -- 10 Year
Q (cfs)
1.00
0.90
0.80
0.70
0.60
0.50
0.40
0.30
0.20
0.10
0.00 ' ' ' I I 1 1 1 i 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
— Hyd No. 1 Time (min)

Hydrograph Report
3
Hydraflow Hydrographs by Intelisolve v9.1
Wednesday, Jun 27, 2012
Hyd. No. 2
Lot 3C - Path & Lot
Hydrograph type =
Reservoir
Peak discharge
= 0.097 cfs
Storm frequency =
10 yrs
Time to peak
= 774 min
Time interval =
2 min
Hyd. volume
= 2,383 tuft
Inflow hyd. No. =
1 - Lot 3C - Cart Path & Lot
Max. Elevation
= 22.06 ft
Reservoir name =
Lot 3c - Cart Path & Lot
Max. Storage
= 850 tuft
Storage Indication method used. Outflow includes exfiltration.
Lot 3C - Path & Lot
Q (cfs) Hyd. No. 2 -- 10 Year Q (cfs)
1.00
1.00
0.90
0.90
0.80
0.80
0.70
0.70
0.60
0.60
0.50
0.50
0.40
0.40
0.30
r
0.30
0.20
0.20
i-
0.10 0.10
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
— Hyd No. 2 — Hyd No. 1 "•1 Total storage used = 850 tuft

• Pond Report
n
.r Hydrallow hlydrographs by Intelisolve v9.1 Wednesday, Jun 27, 2012
Pond No. 1 - Lot 3c - Cart Path & Lot
Pond Data
Trapezoid - Bottom L x W = 162.6 x 4.3 It, Side slope = 0.0:1, Bottom elev..= 20.00 ft, Depth = 3.15 it, Voids = 58.60
Stage / Storage Table
Stage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (tuft) Total storage (cuff)
0.00
20.00
703
0
0
0.32
20.32
703
130
130
0.63
20.63
703
130
259
0.95
20.95
703
130
389
1.26
21.26
703
130
519
1.58
21.58
703
130
648
1.89
21.89
703
130
778
2.21
22.21
703
130
908
2.52
22.52
703
130
1,037
2.84
22.84
703
130
1,167
3.15
23.15
703
130
1,297
Culvert / Orifice Structures
[A]
[B]
[C]
[PrfRsr]
Rise (in)
= 0.00
0.00
0.00
0.00
Span (in)
= 0.00
0.00
0.00
0.00
No. Barrels
= 0
0
0
0
Invert El. (III)
= 0.00
0.00
0.00
0.00
Length (ft)
= 0.00
0.00
0.00
0.00
Slope I%)
= 0.00
0.00
0.00
n/a
N-Value
= .013
.013
.013
n/a
Orifice Coeff.
= 0.60
0.60
0.60
0.60
Multi -Stage
= hire
No
No
No
Weir Structures
[A]
Crest Len (ft)
= 0.00
Crest El. (ft)
= 0.00
Weir Coeff.
= 3.33
Weir Type
= ---
Multi-Stage
= No
[B]
[C]
[D]
0.00
0.00
0.00
0.00
0.00
0.00
3.33
3.33
3.33
No
No
No
Exfil.(in/hr) = 3.000 (by Wet area)
TW Ell (ft) = 0.00
NoteCul,eNOrilice outllows are analyzed under inlet (c) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s).
Stage / Storage / Discharge Table
Stage Storage Elevation Clv A CIv B Clv C PrfRsr Wr A Wr B Wr C Wr D Exfil User Total
It tuft It cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00
0
20.00 .-- .-- __. ___ --- _.. ... ...
0.03
13
20.03 --- --- --- --. .._ _. .._ _.
0.06
26
20.06 --- --- --- --- --- --- ___ ___
0.09
39
20.09 --- --- --- --- --- --- .._ .._
0.13
52
20.13 --- --- --- --- --. ... .._ ...
0.16
65
20.16 --- --- --- --- --- --- ___
0.19
78
20.19 --- --- --- --- --- --- ___ __.
0.22
91
20.22 --- --- --- --- --- --- ... ...
0.25
104
20.25 --- --- --- ---
0.28
117
20.28 --- --- --- --- --- --- ... ...
0.32
130
20.32 --- --- --- --- ... ___ ___ ___
0.35
143
20.35 --- --- --- --- ... ___ ___ .._
0.38
156
20.38 --- --- --- - .-. ___ ___ .._
0.41
169
20.41 --- --- --- --- ...
0.44
182
20.44 --- --- --- --- --- ___ ___ ___
0.47
195
20.47 --- --- --- .-. --- .__ .._ ...
0.50
207
20.50 --- --- --- --- --- --- ___ .._
0.54
220
20.54 --- --- --- --- ... ___
0.57
233
20.57 --- --- --- --. ... ___ ___ ---
0.60
246
20.60 --- --- --- --- --- -.- ___ .__
0.63
259
20.63 --- --- --- ---
0.66
272
20.66 --- --- --- --- --- --- ___ .._
0.69
285
20.69 --- --- --- --- --- _._ ... ---
0.72
298
20.72 --- --- --- --- .-- _._ ... ...
0.76
311
20.76 --- --- --- --- --- -.. ._. ___
0.79
324
20.79 --- --- --- --- --- --- .__ ___
0.82
337
20.82 --- --- --- --- --- ___ -__ ---
0.85
350
20.85 --- --- --- --- --- ... .__ ___
0.88
363
20.88 --- --- --- --- --- --- ___ ___
0.91
376
20.91 --- --- --- --- . ___ .__ .-_
0.95
389
20.95 --- --- --- --- --- ... .__ ___
0.000
---
0.00
0.006
---
0.01
0.011
---
0.01
0.017
---
0.02
0.022
---
0.02
0.028
---
0.03
0.034
---
0.03
0.039
---
0.04
0.045
---
0.04
0.050
---
0.05
0.056
---
0.06
0.057
---
0.06
0.058
---
0.06
0.058
---
0.06
0.059
---
0.06
0,060
---
0.06
0.060
---
0.06
0.061
---
0.06
0.062
---
0.06
0.063
---
0.06
0.063
---
0.06
0.064
---
0.06
0.065
---
0.06
0.066
---
0.07
0.066
---
0.07
0.067
---
0.07
0.068
---
0.07
0.069
---
0.07
0.069
---
0.07
0.070
---
0.07
0.071
---
0.07
Continues
on next page...

•
5
Lot 3c - Cart Path & Lot
Stage /
Storage / Discharge
Table
Stage
Storage
Elevation
Clv A
Clv B
Clv C
PrfRsr
Wr A
Wr B
Wr C
Wr D
Exfil
User
Total
ft
cult
it
cis
Cfs
Cfs
Cfs
cfs
cfs
Cfs
cis
cfs
Cfs
cis
0.98
402
- 20.98
---
---
---
---
---
---
---
---
0,071
---
0.07
1.01
415
21.01
---
---
---
---
---
---
---
---
0.072
---
0.07
1.04
428
21.04
---
---
---
---
---
---
---
---
0.073
---
0.07
1.07
441
21.07
---
---
---
---
---
---
---
---
0.074
---
0.07
1.10
454
21.10
---
---
---
---
---
---
---
---
0.074
---
0.07
1.13
467
21.13
---
---
---
---
---
---
---
---
0.075
---
0.08
1.17
480
21.17
---
---
---
---
---
---
---
---
0.076
---
0.08
1.20
493
21.20
---
---
---
---
---
---
---
---
0.077
---
0.08
1.23
506
21.23
---
---
---
---
---
---
---
---
0.077
---
0.08
1.26
519
21.26
---
---
---
---
---
---
---
---
0.078
---
0.08
1.29
532
21.29
---
---
---
---
---
---
---
---
0.079
---
0.08
1.32
545
21.32
---
---
---
---
---
---
---
---
0.079
---
0.08
1.35
558
21.35
---
---
---
---
---
---
---
---
0.080
---
0.08
1.39
571
21.39
---
---
---
---
---
---
---
---
0.081
---
0.08
1.42
584
21.42
---
---
---
---
---
---
---
---
0.082
---
0.08
1.45
597
21.45
---
---
---
---
---
---
---
---
0.082
---
0.08
1.48
610
21.48
---
---
---
---
---
---
---
---
0.083
---
0.08
1.51
622
21.51
---
---
---
---
---
---
---
---
0.084
---
0.08
1.54
635
21.54
---
---
---
---
---
---
---
---
0.085
---
0.08
1.58
648
21.58
---
---
---
---
---
---
---
---
0.085
---
0.09
1.61
661
21.61
---
---
---
...
---
---
---
---
0.086
---
0.09
1.64
674
21.64
---
---
---
---
---
---
---
---
0.087
---
0.09
1.67
687
21.67
---
---
---
---
---
---
---
---
0.087
---
0.09
1.70
700
21.70
---
---
---
---
---
---
---
---
0.088
---
0.09
1.73
713
21.73
---
---
---
---
---
---
---
---
0.089
---
0.09
1.76
726
21.76
---
---
---
---
---
---
---
---
0.090
---
0.09
1.80
739
21.80
---
---
---
---
---
---
---
---
0.090
---
0.09
1.83
752
21.83
---
---
---
---
---
---
---
---
0.091
---
0.09
1.86
765
21.86
---
---
---
---
---
---
---
---
0.092
---
0.09
1.89
778
21.89
---
---
---
---
---
---
---
---
0.093
---
0.09
1.92
791
21.92
---
---
---
---
---
---
---
---
0.093
---
0.09
1.95
804
21.95
---
---
---
---
---
---
---
---
0.094
---
0.09
1.98
817
21.98
---
---
---
---
---
---
---
---
0.095
---
0.09
2.02
830
22.02
---
---
---
---
---
---
---
---
0.096
---
0.10
2.05
843
22.05
---
---
---
---
---
---
---
---
0.096
---
0.10
2.08
856
22.08
---
---
---
---
---
---
---
---
0.097
---
0.10
2.11
869
22.11
---
---
---
---
---
---
---
---
0.098
---
0.10
2.14
882
22.14
---
---
---
---
---
---
---
---
0.098
---
0.10
2.17
895
22.17
---
---
---
---
---
---
---
---
0.099
---
0.10
2.21
908
22.21
---
---
---
-.-
---
---
---
---
0.100
---
0.10
2.24
921
22.24
---
---
---
---
---
---
---
---
0.101
---
0.10
2.27
934
22.27
---
---
---
---
---
---
---
---
0.101
---
0.10
2.30
947
22.30
---
---
---
---
---
---
---
---
0.102
---
0.10
2.33
960
22.33
---
---
---
---
---
---
---
---
0.103
---
0.10
2.36
973
22.36
---
---
---
---
---
---
---
---
0.104
---
0.10
2.39
986
22.39
---
---
---
--- .
---
---
---
---
0.104
---
0.10
2.43
999
22.43
---
---
---
---
---
---
---
---
0.105
---
0.11
2.46
1,012
22.46
---
---
---
---
---
---
---
---
0.106
---
0.11
2.49
1,025
22.49
---
---
---
---
.--
---
---
---
0,106
---
0.11
2.52
1,037
22.52
---
---
---
---
---
---
---
---
0.107
---
0.11
2.55
1,050
22.55
---
---
---
---
---
---
---
---
0.108
---
0.11
2.58
1,063
22.58
---
---
---
---
---
---
---
---
0,109
---
0.11
2.61
1,076
22.61
---
---
---
---
---
---
---
---
0.109
---
0.11
2.65
1,089
22.65
---
---
---
---
---
---
---
---
0.110
---
0.11
2.68
1,102
22.68
---
---
---
---
---
---
---
---
0.111
---
0.11
2.71
1,115
22.71
---
---
---
---
---
---
---
---
0.112
---
0.11
2.74
1,128
22.74
---
---
---
---
---
---
---
---
0.112
---
0.11
2.77
1,141
22.77
---
---
---
---
---
---
---
---
0.113
---
0.11
2.80
1,154
22.80
---
---
---
---
---
--.
---
---
0.114
---
0.11
2.84
1,167
22.84
---
---
---
--- .
---
---
---
---
0.115
---
0.11
2.87
1,180
22.87
---
---
---
---
---
---
---
---
0.115
---
0.12
2.90
1,193
22.90
---
---
---
---
---
---
---
---
0.116
---
0.12
2.93
1,206
22.93
---
---
---
---
---
---
---
---
0.117
--
0.12
2.96
1,219
22.96
---
---
---
---
---
-.-
---
---
0,117
---
0.12
2.99
1,232
22.99
---
---
---
---
---
---
---
---
0.118
---
0.12
3.02
1,245
23.02
---
---
---
---
---
---
---
---
0.119
---
0.12
3.06
1,258
23.06
---
---
---
---
---
---
---
---
0.120
---
0.12
3.09
1,271
23.09
---
---
---
.--
---
---
---
---
0.120
---
0.12
3.12
1,284
23.12
---
---
---
---
---
---
---
---
0.121
---
0.12
3.15
1,297
23.15
---
---
---
---
---
---
---
--
0.122
---
0.12
...End

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Governor Director
June 12, 2012
Robert A. Capps, III, Member/Manager
GCW Properties, LLC
PO Box 29089
Greensboro, NC 27429
Subject: REQUEST FOR MODIFIED STORMWATER PERMIT APPLICATION
Vineyard at Pages Creek aka Lucky Fish Subdivision
Stormwater Project No. SW8 060429
New Hanover County
Dear Mr. Capps:
Dee Freeman
Secretary
On May 16, 2006, the Wilmington Regional Office of the Division of Water Quality issued a Stormwater
Management Permit to you for Vineyard at Pages Creek. On March 12, 2012, the Division sent you a
Notice of Inspection — Not Compliant, which outlined some problems with an undocumented name change
for the subdivision to Lucky Fish Division, the recorded per lot BUA limits and with the BMP's approved
under New Hanover County's Pre -Post requirements. The March 12, 2012, letter offered some options and
outlined the application submittal requirements for modifying the permit to high density (infiltration). To
date, no permit modification has been submitted.
It was my understanding that you had engaged Mr. Garry Pape, P.E., to prepare and submit a permit
modification from low density to high density. Under the 2008 rules for existing permits, when the built -upon
area is increased beyond the density limit, it is considered a major modification and the proposed Best
Management Practice must be designed using the 2008 rule design storm and the requirements in the
most recent BMP Manual. Because the project is within ''/: mile of SA waters, the design volume for the
BMP is the difference between the pre -development and post -development runoff volumes for the 1 year
24 hour storm, estimated to be 3.83 inches in the Wilmington area. Mr. Pape was planning to use the
permitted county -required infiltration systems as the State BMP's, however, per a letter addressed to you
dated February 18, 2009, from Jason Clark, P.E., a Project Engineer with New Hanover County, a piece of
the county -approved system, a dry detention basin located on Lot 3-A, had been filled in.
You are the permit holder of record and you are responsible for compliance with the terms and conditions
of the stormwater management permit until such time as you submit the necessary signed paperwork to
transfer the permit to a new owner or to the HOA. If you do not respond to this letter, or if you do not
provide a plan of action, or if you do not submit the modified application by June 20, 2012, a Notice of
Violation will be issued. If you have any questions, please do not hesitate to call me at [phone] or I
can be reached via email at [e-mail].
Sincerely, ^/
C�
Linda Lewis
Environmental Engineer III
GDS/arl: S:\WQS\Stormwater\Permits 8 Projects\2006\060429 LD\2012 06 letter 060429
cc: Georgette Scott, Stormwater Supervisor
Garry Pape, P.E., GSP Consulting
Jim lannucci, P.E., County Engineer, New Hanover County
New Hanover County Building Inspections
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] \ DENR Assistance: 1-877-623-6748 N�0r tLL�alh Carolina
Internet: www.ncwaterquality.org �']n�Nn//�
An Equal Opportunity \Amrmative Action Employer (/ YL

Lewis,Linda
From: Lewis,Linda
Sent: Tuesday, June 12, 2012 5:18 PM
To: 'Al Capps ([e-mail])'
Cc: Garry Pape ([e-mail])
Subject: Lucky Fish Subdivision aka Vineyard at Pages Creek SW8 060429
Contacts: AI Capps
Mr. Capps:
I hope you are doing well. Our last correspondence on this project was 3 months ago (March 12, 2012) and I
haven't seen the revised application come in yet. Please respond (in writing) to the March 12, 2012 Notice of
Inspection with your plan of action to address the fact that the BUA per lot restrictions were not recorded with
the permitted limits. You were given 2 choices — to either amend the deed restrictions to conform to the
permitted BUA limits, or to modify the permit to high density. Please submit your plan of action by June 20,
2012.
It was my understanding that you had engaged Mr. Garry Pape, P.E., who was in the process of modifying the
low density permit to high density. Under the 2008 rules for existing permits, when the built -upon area is
increased beyond the density limit, it is considered a major modification and the proposed Best Management
Practice must be designed under the 2008 rules. Because the project is within''/2 mile of SA waters, the design
volume for the BMP is the difference between the pre -development and post -development runoff volumes for
the 1 year 24 hour storm estimated precipitation depth. Mr. Pape was planning to use the permitted county -
required infiltration systems as the State BMP's, however, one of the required systems was removed (Lot 3-A).
You are the permit holder of record and you are responsible for compliance with the permit terms and
conditions until such time as you submit the necessary signed paperwork to transfer the permit to a new owner
or to the HOA. If you do not respond to this email, or provide a plan of action, or submit the modified
application by the due date, a Notice of Violation will be issued.
Please take a moment from your busy schedule to deal with this important issue. I'll follow up this email with an
official letter.
Thanks,
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.

NEW HANOVER COUNTY
Engineering Department Dennis J. lhaet
230 Government Center Drive • Suite 160 Director
Wilmington, North Carolina 28403 James P. lannuctk PE, CFM
TELEPHONE [phone] De" Director/Chief Lltgbn
Fax [phone]
February 18,2009
M
Me. Al Capps AR 1 6 2012
GCW Properties, LLC���oC7¢Z�
P.O. Box 29089
Greensboro, North Carolina 27429
Fan [phone] 2 eM2t 2 AnPq
RE; Vineyard at Pages Creek — New Hanover County Storm Water ATC # 320-07/12/06
Dear Mr. Capps:
We have received complaints about the performance of the Storm Water system for the above referenced project You
are the responsible party of record for the project The Storm Water Authorization to Construct Certification indicates
that the engineer of record when approved was Mark Hargrove, PE, acting f ant Withers & Ravenel. The Designer's
Certification was submitted and accepted by New Hanover County, 9-21-2006. After on -site inspection by County staff,
it appears that the storm water control features are not functioning in accordance with New Hanover County
Ordinances, the Storm Water Design Manual, or the approved plans. In general the following issues must be addressed:
a The approved Dry Detention Area #2 has been removed from lot 3-A
a Storm water runoff is being conveyed by Swale 2 into the ditch akmg Canady Road
The approved site plans relied on storage in the Dry Detention Area to meet the Pre -Post New Hanover County
tequimmmts. Without the Dry Detention Area the site doean't meet the Pr Post requirements. Please provide a plan
of action that brings the project to a condition where it reflects the approved plans or modify the plans and resubmit all
necessary plans and calculations for a plan revision approval. If a plan revision approval is necessary, please provide up
to date plans, showing the existing conditions and all proposed revisions. Please also provide an explanation of revisions
and supporting calculations that demonstrate that the revisions to the approved plan are adequate to convey and store
the storm water runoff to the same extent as the approved plan. Please have these issues addressed and corrected to
meet the New Hanover County Ordinances and the Storm Water Design Manual.
Please be advised that these unapproved site modifications may violate other permits including your Sedimentation and
Erosion Control Permit and State of North Carolina Storm Water Permit.
If you have any questions regarding the foregoing information, please contact out office.
Sincerely
*'80nk, PB
Project Engineer
cc File
Jim Iannucci, PE, CFM - New Hanover County Chief Engineer
Beth Wetherill, Erosion Control Specialist — New Hanover County
Rob Peanall, Erosion Control Inspector - New Hanover County
Linda Levis - NCDENR

Ao /P
III01
2
l01,�u r�l, 4u���'""IIIII�Na
ePOR RJEN 41 ERIHON REGISTER OF
2012dVER ep�04 Rr�T,', N aEEO•
SK•5631 PC�1734'136 FEE N 6 00
II�raREV m,141PAP91100
A
NORTH CAROLI NA GENERAL WARRANTY DEED
This property does not include the primary residence of Grantor.
Parcel Identifier No R04510-001-023-000 Verified by County on the _ day of 20_
By.
Mail/Box to, Grantee
This instrument was prepared by. Fuss Law Firm PC
11
Brief description for the Index. LOT 3C, Lucky Fish Hearne,
THIS DEED made this 15th day of March , 2012 by and between
GRANTOR
Pages Creek Properties, LLC
PO Box 29089
Greensboro, NC 27429
UKAN I hh
Daniel D Ott and spouse
Leslie B Ott
7409 Lucky Fish Lane
Wilmington, NC 28411
Enter in appropriate block for each Grantor and Grantee: name, mailing address, and, if appropriate, character of entity, e g
coroomtion or Partnership.
The designation Grantor and Grantee as used herein shall include said parties, their hens, successors, and assigns, and shall include
singular, plural, masculine, feuumne or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has and
by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated in the
City of Wilmington Township, New Hanover County, North Carolina
and more particularly described as follows
BEING all of Lot 3-C as shown on map entitled "Lot 3 - Lucky Fish Division" and recorded in Map Book 50 at Page 119 New
Hanover County Registry, reference to said map being hereby made for a more particular description
The property hereinabove described was acquired by Grantor by instrument recorded in Book 4853 page 727
All or a portion of the property herein conveyed _ includes or 2L does not include the primary residence of a Grantor
A map showing the above described property is recorded in Plat Book 50 page 119
NC Bar Assmintion Form No 3 O 1976, Revered O 1/1!2010
Ponied by Ageeemeni with the NC Hu Asmintiou

TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
fee simple
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the saute in fee
simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the
lawful claims of all persons whomsoever, other than the following exceptions easements and restrictions of record, 2012
ad valorem taxes
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written
PN# CUekPropierties, LLC
(En Name)
By.
Pnntfrype Name & Title ManbRh
PnnVlype Name & Title-
Pnntrrype Name
(SEAL)
Pnntrrype Name
(SEAL)
Pnntfrype Name
By (SEAL)
PnnVrype Name & Title Pnntrrype Name
State of - County or City of
1, the undersigned Notary Public of the County or City of and Slate aforesaid, certify that
personally appeared before me tfus day and
acknowledged the due execution of the foregoing instrument for the purposes therein expressed. Witness my hand and Notarial stamp or
seal this _ day of 20_
My Commission Expires
(Affix Seal)
Notary Public
Notary's Printed or Typed Nam
State of North Carolina - County or City of New Hanover
] the undersigned Notary Public of the County or City of New Hanover and State aforesaid, certify that
ADA6P f A . L d 1 A S personally cam before me this day and acknowledged that _he is the
,jLvxvajWWager of Pages Creek Properties, LLC a North Carolina or
liability company/general partnershipArnuted partnership (strike through the inapplicable), and that by authority
i�1b7y given act of such entity, _he swried the forcgo)ng ins moot in its name on its behalf as its act and deed. Witness
ml} Y 1 stamp or seal, this �_ day of �(j , 20 �—
PUBLIC a
pines / o}p/3 k,,tit Notary Public
& i Notary's inted or Typed Nam
State of - County or City of _
1, the undersigned Notary Public of the County or City of
and State aforesaid, certify that
Witness my hand and Notarial stamp or seal, this —day of , 20_
My Commission Expires
(Affix Seal)
NC Btu Arwcintim limn No 3 O 1976. Revised O I/M010
Printed by Agra ffl with ilia NC Bar AirOCtittioit
Notary Public
Notary's Printed or Typed Nam

New Hanover County
Page I of I
PARID: R04S10-001-021-000
TIMMERMAN BENJAMIN SISSY
Parcel
Alt ID
Address
Unit
city
Zip Code
Neighborhood
Class
Land Use Code
Living Units
Acres
Zoning
Legal
Legal Description
Tax District
Owners
Owner
City
State
Country
Zip
316920.91.5948.000
1639 CANADY RD
WILMINGTON
E4C40
RES-Residential
10-1 Fam Res
.461
R-20S-RESIDENTIAL DISTRICT
LOT 3-A LUCKY FISH DIVISION LOT 3
FO
TIMMERMAN BENJAMIN SISSY
MONROVIA
CA
91017
THE DATA IS FROM 2012
�r7rL•ZN_1Ja\rY13r]
http://etax.nhcgov.com/Forms/PrintDatalet.aspx?pin=IZ04510-001-021-000&gsp=PROF1 LE... 3/6/2012

IN�I NISI INS IINI� BIII IIN I NN
2012007001
FOR REGISTRniION REGISTER OF DEEDS
JENNIFER H MRCNE ISM
NEW HRNOVER COUNTY, NC
2012 MR 02 03 5156 PM
BK 5622GREY STAMP $310 000
0
NC
INSIRUMENi 1201200N
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax. S 330.00
Parcel Identifier No R04510-001-017-000 Verified by County on the _ day of 20_
By
Mall/Box to'Bailey 6 Busby, PLLC —
This instrument was prepared by Fuss Law Firm. PC
Brief description for the Index. LOT IA & Boat Slip/LiR ftl, Lucky Fish
THIS DEED made this 2nd day of !larch 20 12, by and between
GRANTOR
Pages Creek Properties, LLC
PO Box 29099
Greensboro, NC 27429
Angela Michelle Schmidt (a married womaa)
1809'Castle Hayne Road
Wilmington, NC 28401
Enter in appropriate block for each Grantor and Grantee, name, mailing address, and, if appropriate, character of enhty, e g
corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context
WITNESSETH, that the Grantor, fora valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has and
by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated in the
City of Wilmington Township, New Hanover County, North Carolina
and more particularly described as follows.
SHE EXHIBIT ^An ATTACHHD HHRHTO AHD
FM IN BY REFERENCE.
The property heminabove described was acquired by Grantor by instrument recorded in Book 4937 page 1860
All or a portion of the property herein conveyed _ includes or 2_ does not include the primary residence of a Grantor
A map showing the above described property is recorded in Plat Book 50 page 115
NC By Association Form No 7 O 1976. Revised O 1/12010
Pnnt d by Agri nl with the NC Bar Association

TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee
simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the
lawful claims of all persons whomsoever, other than the following exceptions. Restrictive covenants recorded in Book
5097, Page 298, and Book 5562, Page 723, New Hanover County Registry 2012 ad valorem taxes
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written
P C a*Properties,LLC (SEAL)
ty Ham PnnVrype Name.
B
(SEAL)
f!"ype Name & Title a er PnnVrype Name
By
PnnVlype Name & Title
(SEAL)
PnnVrypc Name -
Pnntrrype Name & Title. Pnntrrype
State of - County or City of
1, the undersigned Notary Public of the County or City of and State aforesaid, certify that
personally appeared before me this day and
acknowledged the due execution of the foregoing instrument for the purposes therein expressed Witness my hand and Notarial stamp or
seal this _ day of 20—
My Commission Expires
(Affix Seal)
Notary Public
Notary's Printed or Typed Name
State of North Carolina - County or City of
(I �I 1, t e un ersigrpd Notary Public of the County or City of New Hanover and State aforesaid, certify that
INI 1`h1 k O In f personally came before me this day and acknowledged that _be is the
pager f Pages Creek Properties, LLC a North Carolina or
corporation/limited liability company/general parinershipAirmted partnership (strike through the inapplicable), and that by authority
duly given and as the act of such entity, _h signed the going nstrumenl in its name on its behalfas its act and dead Witness
my hand and Notarial stamp or seal, this day of �20f R ,,
My Commission Expires* N w orot
(Affix Seal)
`1%o No YP
State of - County or City
1, the undersigned Notary Public of the County
Witness my hand and Notarial stamp or seal, this _ day
My Commission Expires
(Affix Seal)
NC Bar Association Farm No 3 O 1976, Rnvnod O 111r2010
Printed by Agnanent with the NC By Association
Notary Public
ou 's Pnntedoktyped Name
_ and State aforesaid, testify that
20_
Notary Public
Notary's Printed or Typed Name

i
r
EXHIBIT "A"
BEING ALL of Lot 1-A as shown on map entitled "Lot 1 - Lucky Fish Division" recorded in Map
Book 50, Page 115, New Hanover County Registry, reference to which is made for a more particular
description.
TOGETHER WITH that certain boat slip and lift dedicated as Slip 1 and assigned to Lot 1-A by and
through that certain document entitled "Amended Declaration of Covenants, Conditions and
Restrictions Lucky Fish Subdivision" recorded in Book 5562, Page 723, New Hanover County
Registry.
ALSO TOGETHER WITH access to that certain Existing Pedestrian Easement marked as "D" for
ingress and egress purposes for access to Pages Creek.
SUBJECT HOWEVER to that certain Public Utility and Access Easement known as Lucky Fish
Lane and shown on map recorded in Map Book 50, Page 115, New Hanover County Registry.

M
N
0
M
0
N
Tammy Theusch Beasley
Register of Deeds
New Hanover County, NC
Electronically Recorded
2013 Apr 29 12:00 PM RE Excise Tax$360.00
Book: 5731 Page: 2713 Fee: $26.00
Instrument Number:2013015113
Non -Standard Fee:
NORTH CAROLINA GENERAL WARRANTY DEED
Parcel Identifier No. R04510-001-018-000 Verified by County on the_ day of 20_
By:
Mall/Box to: Alan Solana
This instrument was prepared by: Fuss Law Firm, PC
Brief description for the index:_LOT 1-B, Lucky Fish
THIS DEED made this day of
Pages Creek Properties, LLC
PO Box 29089
Greensboro, NC 27429
20_ by and between
Richard Atterburyand spouse
Megan Atterbruy
7406 Lucky Fish Lane
WiImington, NC 2841 I
Enter in appropriate block for each Grantor and Grantee: name, mailing address, and, if appropriate, character of entity, e.g.
corporation or partnership.
The designation Grantor end Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context,
WrfMSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has and
by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated in the
City of Wilmington Township, New Hanover County, North Carolina
and more particularly described as follows:
BBING all of Lot 1-B Lucky Fish Division of Lot 1 as shown on map recorded in Map Book 50 at Page 115 New Hanover County
Registry, reference to said map being hereby made for a more particular description.
The property hereinabove described was acquired by Grantor by instrument recorded in Book 4937 page 1860
All or a portion of the property herein conveyed _ includes or 2L does not include the primary residence of a Grantor.
A map showing the above described property is recorded in Plat Book so page 115
NC Bar Assadadon rnrm Na 7 O 1976. Revhed O t/lr20l8
Rented by Agwmem with the NC Bar Aswimim
Submitted electronically by "Baker & Colby, PLLC"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the New Hanover county Register of Deeds.

TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the promises in fee simple, has the right to convey the same in fee
simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the
lawful claims of all persons whomsoever, other than the following exceptions:
IN WITNESS WHEREOP, the Grantor has duly executed the foregoing as of the day and year first above written.
PAges Creek Pro erties, LLC (SEAL)
/r , (EntEty Nettle) PrinVlype Name:
By
(SEAL)
PrinuType Name & Title:. r R I c :'. ,� Printlrype Name:
Prinifrype Name & Title:
Print/I'ype Name & Title:
(SEAL)
Printlrype Name:
(SEAL)
Print/Type Name:
Slate of - County or City of
1, the undersigned Notary Public of the County or City of and State aforesaid, certify that
personally appeared before the this day and
acknowledged the due execution of the foregoing instrument for the purposes therein expressed. Witness my hand and Notarial stamp or
seat this — day of , 20_.
My Commission Expires! Notary Public
(Affix Sea]) Notary's Printed or Typed Name
State of North Carolina - County or City of New Hanover
1, the undersigned Notary Public of the County or City of New Hanover and State aforesaid, certify that
Robert A. Capps personally came before me this day and acknowledged that -he is the
Manager ofkges Creek Properties. LLC a North Carolina or
corporationflimiied liability company/general partnership/limited partnership (strike through the inapplicable), and that by authority
duly given and as the act of such entity, _he signed the foregoing instrument in its name on its behalf as its act and deed. Witness
my hand and Notarial stamp or seal, this 8th day of Auri. , 20-43
�t
My Commission Expires: 8-27-1.6 @� jtNotary Public
(Affix Seal) _ W 1, 01o"t °A! C Notary's Printed r `d' a"me
to ..;ate !i
State of . County
1, the undersigned Notary Public of the
Witness my hand and Notarial stamp or seat, this
My Commission
(Affix Sul)
NC Bar AMMI26M rum No. 3 0 1976. Rerbed 0 111/20t0
Printed by Agreerneni whh the NC Bar Anociation
State aforesaid, certify that
20_
Notary Public
Notary's Printed or Typed Name

IIIIVI��I �U�Ii�I� I��I In�01
2011012612
FOR REGISTRRT ION REGISTER OF DEEDS
JENNIFER H. MACNEISH
NEW HANOVER COUNTY, NC
2011 MAY 09 02:04:03 PM
BK:5562 PG:751-754 FEE425.00
NC REV STN1798.00
161KNi 1411012612
NORTH CAROLINA WARRANTY DEED
Excise Tax: %q%-00 d5
STATE OF NORTH CAROLINA Tax ID No.: R04510-001-019-000
COUNTY OF NEW HANOVER
Prepared by and Return to: Fuss Law Finn, PC
Brief description for the Index: Lot 2A Lucky Fish Division
THIS DEED, made this 1z day of 11
2011, by Pages Creek Properties,
, ra LLC, PO Box 29089, Greensboro, NC 27429ntor, to Shun Endo and spouse
Pauline Endo, Grantees, 7414 Lucky Fish Lane, Wilmington, NC 28411;
WITNESSETH:
That said Grantor, for a valuable consideration paid by the Grantee, the receipt of
which is hereby acknowledged, has bargained and sold, and by these presents does grant,
bargain, sell and convey unto the Grantee in fee simple, all that certain lot, tract, or parcel
of land situated in the County of NEW HANOVER and State of North Carolina, and more
particularly described as follows:
BEING all of Lot 2A as shown on that certain map entitled Lot 2 - Lucky Fish
Division recorded in Map Book 50 at Page 117 New Hanover County Registry, reference
to said map being hereby made for a more particular description.
The property herelnabove described was acquired by Grantor by instrument
recorded in Book 4853, Page 727.
All or a portion of the property herein conveyed does not include the primary
residence of a Grantor.
RETURNED TO MT � G

TO HAVE AND TO HOLD the aforesaid lot, tract, or parcel of land, and all privileges
and appurtenances thereto belonging to the said Grantee in fee simple; subject, however,
to the exceptions, reservations and conditions herein referred to.
And the Grantor covenants with the Grantee, that Grantor is seized of said premises
in fee and has the right to convey in fee simple; that the title is marketable and free and
clear of all encumbrances; and that Grantor will warrant and defend the title against the
lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
(a) subject to County and Local Zoning Ordinances; (b) subject to standard easements for
utilities; (c) restrictive covenants of record, if any; (d) taxes for current year.
The designation Grantor and Grantee as used herein shall include said parties,
their heirs, successors, and.assigns, and shall include singular, plural, masculine, feminine
or neuter as required by context.
IN WITNESS WHEREOF, the said Grantor has hereunto set his hand and seal, or
if corporate, has caused this instrument to be signed in Its corporate name by Its duly
authorized officers and its seal to be hereunto affixed by authority of Its Board of Directors,
the day and year first above written.
STATE OF NORT, H GAROLINA
COUNTY OF'd"i`q'r,�...."3�/,(,e.•
I certify that the following person(s) personally appeared before me this day, and; each
acknowledging to me that he or she voluntarily signed the foregoing document for the
purpose stated therein and in the capacity indicated:
Name(s) of
' Witness my hand and official seal, this the C
My Commission Expires: 1 d0%j

Lewis,Linda
From: Lewis, Li nda
Sent: Thursday, February 16, 2012 1:34 PM
To: 'Al Capps'
Subject: RE: your newest best friend
My supervisor agrees that your options are to:
1. Record the permitted BUA's per lot;
2. Recalculate the BUA per lot based on maintaining 25% overall low density;
3. Modify to high density utilizing the county -approved infiltration trenches.
I emailed Mr. Pfirman and requested that he provide me with his bottom line minimum BUA to build the house
that his clients want. He indicated that he needed 5100 sf, although that may change if he removes the open
trellis over the open slat decking.
The goal is to have a decent amount of BUA per lot that doesn't need to cover the street or common area BUA
as well. You want to leave all the existing lots and any future lot purchasers with a BUA per lot that only has to
cover the house and driveway, i.e., they do not need to include road pavement or common area access as that
has already been accounted for.
To achieve this, I propose to revise the calculations like we would normally do for a subdivision— subtract out
the "known" amounts from the overall allowable maximum:
Maximum allowed = 3.48 ac x .25 = 37897 sf
"Road area -8130 sf
Common Area -2400 sf
Sold lots - 12900 sf
Lot 2A -5100
(185.46+176.22+90) x 18
(6 x 400)
(3 x 4300)
Leftover = 9367 sf
"The 8130 sf for the street includes accounting for the entire 90 feet of T-head access pavement on Lot 2B,
between Lot 2A and Lot 3C.
When you allocate 9367 sf to the remaining 3 unsold lots, you get 3122 sf per lot.
The only area where you thought you might be able to reduce or eliminate BUA was in the common area
access sidewalk. Removal of the common area access sidewalk in whole or in part or replacing the common
area access sidewalk with a boardwalk. If you eliminate all but the first 90 feet and the last 80 feet of common
area access sidewalk, then an additional 460 sf for each of the 3 lots can be provided. This would provide a
new BUA limit of 3582 sf per lot for the 3 unsold lots.
You can also assist the lots by reminding them that the use of permeable pavement for their driveway will
provide a 60% managed grass credit if used with a 7" gravel base. This means that a 1000 sf driveway would
only be considered as 40% impervious or 400 sf counted against the BUA allocation. This is much better than
counting 1000 sf as impervious. For those that can't handle the expense of permeable pavement, they can use
2.5' wide tire track runners with grass in-between the runners instead of a full -width paved driveway. On a 50' x
20' double driveway, runners would only take up 500 sf, saving 500 square feet of BUA.
Let me know what you think and which way you want to proceed.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.

Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
From: Al Capps [mailto:acapps(a)pilotfa.com]
Sent: Thursday, February 16, 2012 12:32 PM
To: Lewis,Linda
Subject: your newest best friend
Linda,
Any update from our call yesterday?
Regards,
A'
Robert A. Capps 111 I Managing Partner I Pilot Financial Advisors 11010 N Elm street I Greensboro, NC 27401
2: 336.272.9712 ex 237
'rhis email may contain confidential mid/or proprietary information, and may only be used by the person or entity to which it is addressed. If the recipient of this email
is not the intended recipient or his or her authority agent, the recipient is hereby notified that any dissemination, distribution, or copying of this email is prohibited. If
you received this email in error, please notify the sender and destroy this email immediately

Levvis,Linda
From: Lewis, Linda
Sent: Monday, February 13, 2012 9:36 AM
To: 'Al Capps'
Cc: John Lomax; Fuss & Fairley Atty
Subject: RE: 2006 05 permit 060429
Thank you for sending me the recorded document. However, do you realize that the document does not refer
to the SW permit number, and the 4300 sf per lot of BUA is not what the permit allocated?
I don't know why you or your attorney recorded a different BUA per lot than what the permit called for. The
BUA per lot in the permit includes an allocation for that portion of Lucky Fish Lane and the access road that is
located on each lot. Since you only recorded 4300 sf per lot, and did not include the access road pavement,
each of the lots will most likely be out of compliance.
You have not made this distinction in the recorded document, so you will need to do one of two things:
1. Amend the current recorded document to reflect the permitted per lot built -upon areas, as listed in the
permit, which was previously attached and sent to you.
2. Modify the permit to account for the 4300 sf per lot, splitting out the access road pavement and
easement pavement. Based on my calculations of an 18' wide road and the access easement needs,
4300 sf per lot is too much, and will cause the density of the subdivision to 26.4%, as indicated below:
Road areas for the various lots, based on the approved plan is as follows:
Lot 1A
185.46 x 9 = 1669
Lot 3A
185.46 x 9 = 1669
Lot 3B
176.22 x 9 = 1586
Lot 1 B
176.22 x 9 = 1586
Lot 2B
18 x 90 = 1620
Lot
6x318= 1908
Lot 2A
0 0
Total
Road 10038
Total Lots = 7 x 4300 = 30100
Total BUA = 40,138 = .92 ac
.92 / 3.48 = 26.4%
Based on a 3.48 acre site and 25% density, the total allowable BUA for the subdivision is 37,897 sf.
37897 — 10038 = 27859
25859 / 7 = 3980
So, you must either amend the currently recorded 4300 sf down to 3980 sf, or remove 2240 sf of access
easement paving.
Please let me know how you plan on proceeding.
Thank you.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.

854��I��
FOR REOREREDDH P. REGISTER OF DEEDS
2086 OCTTH
NEW �25 04:30:12 PM
BK:5091 P0:298.316 FEE:05 00
II�ivol # low
RETUHN�F�t�
STATE OF NORTH CAROLINA
DECLARATION OF COVENANTS
CONDITIONS AND RESTRICTIONS
COUNTY OF NEW HANOVER
LUCKY FISH SUBDIVISION
THIS DECLARATION, made the day of October, 2006, by GCW Properties,
LLC, and Pages Creek Properties, LLC, North Carolina Limited Liability Companies
(hereinafter called "DECLARANT") for the purposes hereinafter stated;
WITNESSETH:
WHEREAS, Declarant is the owner of certain real property in Harnett Township, New
Hanover County, North Carolina, (hereinafter referred to as the "Property) which is more
particularly described as follows:
All those certain lots in Lucky Fish Subdivision as shown on maps recorded in
Map Book 50 at Pages 113, 115, 117 and 119 in the New Hanover County Registry.
WHEREAS, Declarant desires to subject said Property to certain protective covenants,
conditions, restrictions, liens and charges as hereinafter set forth for the mutual benefit of
Declarant and succeeding property owners and desires that said covenants, conditions,
restrictions, liens and charges ran with the land and be binding upon the Declarant, its
successors and assigns.
NOW, THEREFORE, Declarant hereby declares that all of the Property described above
shall be held, sold and conveyed subject to the North Carolina Planned Community Act as set
forth in Chapter 47F of the North Carolina General Statutes (the "Act') as well as the
following easements, restrictions, covenants, and conditions, which are for the purpose of
protecting the value and desirability of, and which shall run with the Property and be binding
on all parties having any right, title or interest in the described Property or any part thereof,
their heirs, successors and assigns, and shall inure to the benefit of each owner thereof.
ARTICLE I.
DEFINITIONS
SECTION I. Additional Property. shall mean any property adjacent to or within one
mile of the Property which is now owned or hereafter acquired by the Declarant for purposes
of development and is annexed to the Property, without the joinder or consent of the members
of the Association as hereinafter provided.
SECTION 2. Allocated Interest shall mean the Common Expense Liability and votes
in the Association allocated to each lot.
SECTION 3. Architectural Control Committee (the "ACC") shall mean and refer to
the Architectural Control Committee of the Association established under Article VII of this
Declaration.
SECTION 4. Association shall mean and refer to LUCKY FISH SUBDIVISION HOA,
Inc., a North Carolina non-profit corporation, its successors and assigns, the owners
association organized for the mutual benefit and protection of the Property.

ways and Common Areas or property of other Owners within the Property which
may be caused by any Owner, his agents, domestic employees, guests, licensees or
invitees. The Association shall have an easement, if necessary, to repair or restore
any such damages. The cost of repair or damages shall be added to and become a
part of the assessment to which such Lot is subject. The Association shall have the
authority to assess any Owner for such damage and such charge shall be added to
and became part of the assessments to which such lot is subject and may be enforced
in accordance with the provisions of Article V herein.
All lots arc subject to the rules and regulations promulgated by the State of North
Carolina. concerning storm water runoff, as the same may be amended from time to
time. These regulations currently provide that no more than 4300 square feel of any
Lot shall be built upon area as defined by the storm water rules specified in the
approved plans and the State Permit Number . CAMA may reduce the
allowable built upon area for those lots located in the Area of Environmental
Concern. (AEC). The overall tract built upon area percentage for the lots in the
subdivision must not exceed 25%. This limitation includes impervious surfaces such
as foundations, structures, pavement, concrete, driveways (including that portion of
the driveway located within a street right of way, which runs from the property line
to the road pavement); and walkways or patios of brick, stone or slate, and gravel,
mad or stone covered areas, not including wood decking or the water surface of
swimming pools. Declarant reserves the right to recalculate the maximum allowable
built upon area in accordance with the storm water runoff rules of the State of North
Carolina, as amended. All drainage swales or drainage patterns used to treat storm
water runoff as require by the State of North Carolina may not be filled in, piped or
changed without the consent of the Declarant, its designee, the Association, or the
State of North Carolina and shall be maintained as set forth in Article VI herein.
Notwithstanding the foregoing, all Owners shall comply with any and all storm
water runoff regulations or other such regulations which may be applicable to each
individual Lot.
SECTION 5. Alterations. No person shall undertake, cause, or allow any alteration or
construction in or upon any portion of the Common Areas except at the direction or with the
express written consent of the Association.
SECTION 6. Lease of Homes. No home shall be leased for trumient or hotel purposes. nor
may any Owner lease less than the entire dwelling, nor shall any such lease be fix any period of
less than six (6) months. Any lease must be in writing and must provide that the terms of the lease
and occupancy of the dwelling sham be subject In all respect to the provisions of the Declaration
of Covenants, Conditions and Restrictions and By -Laws of the Association and any failure by a
lessee to comply with the terms of such documents shall be a default under the lease.
ARTICLE XI
EASEMENTS
SECTION 1. Walks, Drives, Cart Path, Parking Areas and Utilities. All of the
Property, Including Lots and Common Areas, shall be subject to a perpetual non-exclusive
easement or easements in favor of all Lot Owners for their use and the use of their immediate
families, guests, invitees, tenants or lessees for all proper and normal purposes and for ingress,
egress and regress in and to such easements for private streets, driveways, walkways, cart paths,
water lines, sanitary sewers, storm drainage facilities, gas lines, telephone and electric power
lines, television antenna lines and other public utilities as shall be established prior to subjecting
the Properly to this Declaration by the Declaring or its predecessors in title. The Association shall
have the power and authority to grant and to establish in, over, upon and across the Common
Areas conveyed to it such further easements as are requisite for the convenient use and enjoyment
of the property.
SECTION 2. Reservation to Declaring. Every Lot shall be subject to an easement for
entry and encroachment by the Declaring or the Association for the purpose of correcting any
problems that may arise regarding grading and drainage. The Declaring, upon making entry for
13

03Y010 �a�
FOR 1
4161RRT ION ,b NIFR'aO:� NER OF OE04
2011 N6 00Y0M 0K:FA2 P6:723-746 Fd:j80.00
106 t N11012611
STATE OF NORTH CAROLINA
AMENDED DECLARATION OF COVENANTS
CONDITIONS AND RESTRICTIONS
NEW HANOVER LUCKY FISH SUBDIVISION
THIS DECLARATION, made the 3V day of May, 2011, by GCW Properties, LLC,
and Pages Creek Properties, LLC, North Carolina Limited Liability Companies (hereinafter
called "DECLARANT') for the purposes hereinafter stated;
WITNESSETH:
WHEREAS, Declarant is or was the owner of certain real property in Harnett Township,
New Hanover County, North Carolina, (hereinafter referred to as the "Property'D which is
more particularly described as follows:
All of that certain property in Lucky Fish Subdivision as shown on maps recorded in
Map Book 50 at Pages 113, 115, 117 and I t9 in the New Hanover County Registry.
WHEREAS, Declarant did file of record a certain Declaration of Covenants Conditions
and Restrictions for said Property on October 25, 2006 at Book 5097 Page 298 in the New
Hanover County Registry ( the" Original Declaration") and now, in accordance with Article
XIV, Section 8 and as the holder of at least two-thirds of the lots, does desire to amend same
to correct certain omissions, provide clarification to certain provisions thereof, and to reaffirm
its intent to subject the Property to, this Declaration, which Declaration restates, replaces, and
supersedes the Original Declarad6d.
WHEREAS, Declarant desires to subject said Property to certain protective covenants,
conditions, restrictions, liens and charges as hereinafter set forth for the mutual benefit of
Declarant and succeeding property owners and desires that said covenants, conditions,
restrictions, liens and charges run with the land and be binding upon the Declarant, its
successors and assigns.
NOW, THEREFORE, Declarant hereby declares and affirms that all of the Property
described above shall be held, sold and conveyed subject to the North Carolina Planned
Community Act as set forth in Chapter 47F of the North Carolina General Statutes (the "Act')
as well as the following easements, restrictions, covenants, and conditions, which are for the
purpose of protecting the value and desirability of, and which shall run with the Property and
be binding on all parties having any right, title or interest in the described 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 any property adjacent to or within one
mile of the Property which is now owned or hereafter acquired by the Declarant for purposes
of development and is annexed to the Property, without the joinder or consent of the members
of the Association as hereinafter provided.
SECTION 2. Allocated Interest shall mean the Common Expense Liability and votes
in the Association allocated to each lot.
RETURNED TO M-r � G-

SECTION 5. Riparian Rights. No owners of Lots 2A, 2 B and 3C shall have Riparian
Rights separate and apart from the Declarant's Riparian Rights which shall be conveyed to the
Association as an appurtenance,(o the .Xommon Areas.
ARTICLE III
OWNERS ASSOCIATION
SECTION 1. Formation of Association. The Association 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 any Limited Common Areas in accordance with this Declaration, its Charter
and Bylaws.
SECTION 2. Membership. Every Owner of a lot in the Property shall be a member of the
Association. Membership shall be appurtenant to and may not be separated from ownership of any
Lot. The Board of Directors may make reasonable rules regarding proof of ownership.
SECTION 3. Voting Rights. The Association shall have two classes of voting
Membership.
Class A. Class A Members shabe all Owners, with the exception of the Declaring, and
shall be entitled to one vote for each Ibt owned. When more than one person holds an interest in
any Lot, all such persons shall be Members. The votes for such Lot shall be exercised as they
determine, but in no event shall the Owners of the Lot collectively be entitled to cast more than
one vote with respect to any Lot. Fractional voting with respect to any Lot is prohibited.
Class B. The Declarant shall be a Class B Member and shall be entitled to two (2) votes for
each vote held by the Class A Members. I'he Class B Membership shall cease on the happening of
any of the following events, whichever occurs earlier.
a. when the Developer no longer owns any land within the Development, or
b. upon the voluntary surrender of all Class B Membership by the holder thereof.
The period during which there is Class B Membership is sometimes referred to herein as
the "Declarant Control Period".
SECTION 4. Government Permits. All duties, obligations, rights and privileges of the
Declarant under any water, sewer, storm water and utility agreements, easements and permits for
the Planned Community with munio$alior governmental agencies or public or private utility
companies shall be the duties, rights, obligations and privileges the responsibility of the
Association.
ARTICLE IV.
MANAGEMENT AND CONTROL
Management of the affairs of the Association shall be the right and responsibility of its
Board of Directors in accordance with the Declaration and the By -Laws; PROVIDED,
HOWEVER, that all of the powers and duties of the Board of Directors may be exercised by the
Declarant until such time as 6 of the lots in LUCKY FISH SUBDIVISION have been sold and
conveyed by the Declarant to purchasers or until September 1, 2015, whichever occurs first.
Management and control may be transferred to the lot owners at any time but in all events, no
later than 120 days after the happening of the earlier of the above events.
ARI ICLE V.
COVENANTS FOR ASSESSMENTS

the Owners Lot, and, in either event, interest, costs and reasonable attorney's fees incurred in the
prosecution of any such action shall be added to the amount of such assessment. No Owner may
waive or otherwise escape liability for the assessment provided (or herein by non-use of the
Common Areas or abandonment of thq Lot, All unpaid installment payments of Assessments shall
become immediately due and payabl4.if any Owner fails to pay any installment within the time
permitted. The Association may also establish and collect late fees for delinquent installments.
SECTION 10. 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 mlieve such Lot from liability for any assessments thereafter becoming due or from the lien
thereof.
SECTION 11. Certificate of Assessments. The Association shall upon demand at any time
furnish to any Owner liable for assessments a certificate setting forth whether said assessments
have been paid or the amount outstanding, which certificate shall be conclusive evidence of the
status of said assessments. A reasonable charge may be made for such service.
SECTION 12. Working Capital Assessment At the time title is conveyed to an owner by
the Declarant, each Owner shall contribute to the Association as a working capital reserve an
amount equal to two months' estimated annual assessment. Such funds shall be used for initial
operating and capital expenses of rthe Association, including, without limitation, prepaid
insurance, supplies and the Common Areas furnishings and equipment, etc. Amounts paid into the
working capital fund are not to be considered as advance payment of regular assessments. Any
working capital funds remaining at the end of the fast full operating year shall be transferred to
and become part of the general funds of the Association, in the discretion of the Board of
Directors.
ARTICLE VI.
MAINTENANCE AND LANDSCAPING
SECTION 1. The Association shall contract for the landscaping, irrigation and
maintenance of the Common Areas, signs and other improvements (except as otherwise provided
herein) located within LUCKY FISH SUBDIVISION, except improvements on individual lots.
The expense of providing such services shall be deemed a common expense and shall be shared
equally by all Lot Owners as provided in ARTICLE V above. Each Lot Owner shall be
responsible for the maintenance of his/her own Lot including maintenance of storm water
management improvements located on each lot, and each dwelling on each lot and agrees to
maintain the dwelling in a good and acceptable manner.
SECTION 2, If, in the opinion of the Association, any Owner shall fail to maintain any lot
or dwelling owned by him in a manner which is reasonably neat and orderly or shall fail to keep
improvements constructed thereon in a state of repair so as not to be unsightly, all in the sole
opinion of the Association, the Association in its discretion, by the affirmative vote of two-thirds
(2/3) of the members of the Board of Directors, and following ten (10) days written notice to the
Owner(s), may enter upon and make or cause to be made repairs to such improvements and
perform such maintenance on the lot as the removal of trash, The Association shall have an
easement onto and over each lot for the purpose of accomplishing the foregoing. The reasonable
cost incurred by the Association in rendering all such services, plus a service charge of fifteen
percent (15%) of such cost, shall be added to and become a part of the assessment to which such
Lot is subject.
SECTION 3. Notwithstanding anything to the contrary in this Declaration, it is hereby
acknowledged and agreed that the Owners of Lot 2A shall, at Owners expense, be responsible for
the maintenance of any landscaping on the berm/bluff located on Lot 2A regardless of whether the
berm/bluff is located within a designated drainage easement. Neither the Declarant or the Lucky
Fish Subdivision HOA will alter the berm/bluffon Lot 2A in any manner unless such alteration or
modification are necessary to maintain reasonable standards of health or safety of Owners within
•11

the subdivision.
ARTICLE VII
ARCHITECTURAL CONTROL
SECTION 1. Developer's Rights. All duties and responsibilities conferred upon the
Architectural Control Committee (the "ACC'J 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 in the Properties or any additions annexed thereto by Supplemental
Declamation or Amendment to this Declaration.
SECTION 2. Definitions. For purposes of this Article VB the following terms shall have
the following meanings unless the context clearly requires a different meaning:
a. "accessory building" means every detached garage, carport, tool shed, storage or
utility building, well house, or other similar building constructed on a Lot which is
not a dwelling; . ..
b. "buildings" means accessory buildings and dwellings;
c. "dwelling" means a building constructed for single family residential use;
d. "improvements or "structures" mean buildings and all walls, fences, bulkheads,
decks, patios, planters, terraces, mail receptacles, swimming pools, tennis courts,
storm water management improvements, or anything else constructed or placed on a
Lot.
SECTION 3. Reservations. The Declaring reserves the right to change, alter, or
redesignate: roads, utility and drainage facilities, plus such other present and proposed amenities
or facilities(other than the Community Boating Facility) as may, in the sole judgment of the
Declarant be necessary or desirable.
SECTION 4. Variances. The ACC shall be empowered to allow adjustments, consistent
with local zoning ordinances, of the conditions and restrictions stated herein in order to overcome
practical difficulties and prevent unnecessary hardships in the application of the regulations
contained herein, provided, however, 'that such is done in conformity to the intent and purposes
hereof, and provided, also, that in every instance such variance or adjustment will not be
materially detrimental or injurious to other property or improvements in the neighborhood.
Variances and adjustments of height, size, and setback requirements may be granted hereunder.
SECTION S. Development Concept. It is the express intention of the Declarant to
maintain in this residential community a uniform plan of development that will blend with and
not detract from the natural environment with respect to design, type and general appearance of
the structures to be erected on the lots. The Declarant and the ACC shall develop conceptual
guidelines and standards which shall be complied with by Property owners to obtain the approvals
required below. Property owners are encouraged to have their architects contact the ACC prior to
any costly design work for conceptional guidelines pertaining to the residential community.
SECTION 6. Approval of Plans. The proposed Site and Grading Plans; Building Plans
and Specifications; Exterior Colors and Finishes; and Construction Schedule must be approved by
the ACC. One (1) copy of all plans and related data shall be furnished to the ACC for its records.
Until all of the above listed prerequisite plans are approved no improvements or structures shall
be erected, placed, or altered on any residential lot. The material used, as well as the design, shall
be subject to the prior written approval of the ACC. Neither the Declarant nor the ACC shall be
responsible for any structural or otherftlefects In plans and specifications submitted to it or any
structure erected according to such plans and specifications.
SECTION 7. Guidelines.
a. The Site and Grading Plans should show the proposed location of each building,

structure, driveway, parking area, other improvements, and proposed alterations to
the physical characteristics of the site. The grade, elevation, or physical
characteristics (including but not limited to slopes and tree growth) of any such lot
shall not be altered in any way whatsoever without — written approval of the ACC
based upon a Site or Grading Plan. The Site and Grading Plans shall not be in
conflict with the Grading, Drainage, and Erosion Control Plan of LUCKY FISH
SUBDIVISION recorded with the County.
b. The ACC encourages the planting of flowering shrubs and trees; however, all tree
removal or planting of trees, bushes, shrubs, grasses, or other vegetation whatever,
shall be based upon a Site Plan, Landscaping Plan, or Planting Plan which has been
submitted to and receivd wrinen approval from the ACC.
c. Upon the written request of a lot owner for approval of plans, the ACC shall have
ten days within which to approve or disapprove plans. In the event of failure to
approve or disapprove within 10 days. such approval will not be required provided
the design of proposed building Is in harmony with the existing structures in this
area. If the ACC approves the construction of such improvements, it shall issue a
certificate evidencing such approval.
d. Refusal or approval of any such plans or specifications may be based by the ACC
upon grounds, including, purely aesthetic and environmental considerations, that in
the sole and absolute discretion of the ACC shall seem sufficient.
e. Without the prior written consent of the ACC, no changes or deviations in or from
such plans or specification as approved shall be made. No alterations in the exterior
appearance of any building or structure, or in the grade, elevation, physical
characteristics of any lot shall be made without like approval by the ACC.
f. Upon completion of approved construction, the ACC shall inspect the construction
to insure that the. appro4pd Plans and samples have been complied with by the
Owner. No structure may be occupied or used until the issuance by the ACC of a
certificate of compliance. The certificate of compliance shall be issued by the ACC
without fee; provided, however, that in the event that the ACC's first inspection of
the construction reveals deviations or deficiencies from the approved Plans and
samples, the ACC may charge a fee of $50 for every subsequent inspection which is
necessary to insure compliance with the approved Plans and samples. Any such fee
must be paid before the issuance of the compliance certificate.
g. If the finished building or other structure does not comply with the submitted plans
and specifications, the Committee retains the right to make the necessary changes at
owners expense, and the further right to file under the North Carolina lien laws
notice of liens for any costs incurred.
h. No house plans will be approved unless the proposed house shall have a minimum
of 2500 square feet of enclosed dwelling area. The term "enclosed dwelling area" as
used in the minimum requirements shall be the total enclosed heated and cooled area
within a dwelling; provided, however, that such term does not include garages,
terraces, decks, open porches, and like areas; provided further, that shed type
porches, even though'attachid-to the house are specifically excluded from the
definition of the aforesaid it= "enclosed dwelling area".
SECTION 8. Subdividing. No lot shall be subdivided, or its boundary lines changed
except with the prior written consent of the ACC. However, the ACC hereby expressly reserves
to itself, its successors or assigns, the right to replat any two (2) or more lots shown on the plat
of any subdivision in order to create a modified building lot or lots; and to take such steps as
are reasonably necessary to make such replatted lot suitable and fit as a building site, said steps
to include but not to be limited to the relocation of easements, walkways, and rights -of -way to
conform to the new boundaries of the said replatted lots.
10

e. No immoral, improper, offensive or unlawful use shall be made of the Property, or
any part thereof, and all valid laws, ordinances and regulations of all governmental
agencies having jurisdiction thereof shall be observed.
f. Nothing shall be done in or to any home or garage or in, to or upon any of the
Common Areas which will impair the structural integrity of any building, home,
garage or portion of the Common Areas or which would impair or alter the exterior
of any building or portion thereof, except in the manner provided in this Declaration,
g. No industry, business, trade, occupation or profession of any kind, whether
commercial or otherwise;shall be conducted, maintained or permitted on any part of
the Property, except that the Declarant or its agents may use up to two (2) homes at
any given time as models or sales offices. The Association shall have the right,
without any obligation, to permit certain home occupations to the extent that they
comply with local zoning regulations, and to the extent that the Association can
determine, in its sole discretion, and on a cases by case basis, which, if any, home
occupations, would be consistent with scope and theme of the development.
It. Except as may be required by municipal ordinance, and except as may be permitted
by rules and regulations established by the Association in its discretion, no Owner
shall display, or cause to allow to be displayed to public view any sign, placard,
poster, billboard or identifying name or number upon any home, building or any
portion of the Common Areas.
1. No person shall undertake, cause, or allow any alteration or construction In or upon
any portion of the Common Areas except at the direction of and with the express
whiten consent of the Association, or the Declarant.
j. The Common Areas shall be used only for the purposes for which they are intended
and reasonably suited and which are incidental to the use and occupancy of the
homes, subject to any raks of regulations that may be adopted by the Association
pursuant to its By -Laws.
It. Owners shall be responsible for any damage done to any streets, roadways, access
ways and Common Areas or property of other Owners within the Property which
may be caused by any Owner, his agents, domestic employees, guests, licensees or
invitees. The Association shall have an easement, if necessary, to repair or restore
any such damages. The cost of repair or damages shall be added to and become a
part of the assessment to which such Lot is subject. The Association shall have the
authority to assess any Owner for such damage and such charge shall be added to
and became part of the assessments to which such lot is subject and may be enforced
in accordance with the provisions of Article V herein.
All lots are subject to the rules and regulations promulgated by the State of North
Carolin& concerning storm water runoff, as the same may be amended from time to
time. These regulations currently provide that no more than 4300 square feet of any
Lot shall be built upon area as defined by the storm water rules specified in the
approved plans and the State Permit Number SW060429. CAMA may reduce the
allowable built upon area for those lots located in the Area of Environmental
Concern. (AEC). The 6*rall tract built upon area percentage for the lots in the
subdivision must not exceed 25%. This limitation includes impervious surfaces such
as foundations, structures, pavement, concrete, driveways (including that portion of
the driveway located within a street right of way, which runs s from the property line
to the road pavement); and walkways or patios of brick, stone or slate, and gravel,
mad or stone covered areas, not including wood decking or the water surface of
swimming pools. Declarant reserves the right to recalculate the maximum allowable
built upon area in accordance with the storm water runoff rules of the State of North
Carolina, as amended. All drainage swales or drainage patterns used to treat storm
water runoff as require by the State of North Carolina may not be filled in, piped or
changed without the consent of the Declarant, its designee, the Association, or the
13

State of North Carolina and shall be maintained as set forth in Article VI herein.
Notwithstanding the foregoing, all Owners shall comply with any and all storm
water runoff regulations or other such regulations which may be applicable to each
individual Lot.
SECTION 5. Alterations. No person shall undertake, cause, or allow any alteration or
construction in or upon any portion of the Common Areas except at the direction or with the
express written consent of the Association.
SECTION 6. Lease of Homes. No home shall be leased for transient or hotel purposes. nor
may any Owner lease less than the entire dwelling, nor shall any such lease be fix any period of
less than six (6) months. Any lease must be in writing and must provide that the terms of the lease
and occupancy of the dwelling sham be subject In all respect to the provisions of the Declaration
of Covenants, Conditions and Restrictions and By -Laws of the Association and any failure by a
lessee to comply with the terms of such documents shall be a default under the lease.
ARTICLE XI
EASEMENTS
SECTION 1. Walks, Drives, Cart Path, Parking Areas and Utilities. All of the
Common Areas and any other areas of lots so designated shall be subject to a perpetual non-
exclusive easement or easements in favor of all Lot Owners for their use and the use of their
immediate families, guests, invitees; "ts or lessees for all proper and normal purposes and for
ingress, egress and regress in and to such easements for private streets, driveways, walkways, cart
paths, water lines, sanitary sewers, storm drainage facilities, gas lines, telephone and electric
power lines, television antenna lines and other public utilities as shall be established and
specifically designated on any recorded plat of the property prior to subjecting the Property to this
Declaration by the Declarant or its predecessors in title. The Association shall have the power and
authority to grant and to establish in, over, upon and across the Common Areas conveyed to it
such further easements as are requisite for the convenient use and enjoyment of the property. The
easement and powers granted herein shall only apply to the specific easements shown on the
recorded plats.
SECTION 2. Reservation to Declarant. Every Lot shall be subject to an easement for
entry and encroachment by the Declaring or the Association for the purpose of correcting any
problems that may arise regarding grading and drainage. The Declaring, upon making entry for
such purpose, shall restore the affected Lot or Lots to as near the original condition as practicable.
The cost of any corrections made by the Declaring made necessary or resulting from any actions
or negligence of the Lot owner shall be the responsibility of the Lot owner.
SECTION 3. Reservation for Lot 20. Further, Declaring reserves the right to subject Lot
2B to a contract with a reputable welffdrilhng company for the installation or improvement of a
well for water and water lines for irrigation of landscaping in common areas including the
Community Boating Facility and electricity to same. The well, electricity and all maintenance
costs are a common expense.
SECTION 4. Emergencies. Every Lot and home shall be subject to an easement for entry
by the Association or emergency personnel, including, without limitation, all police, fire
protection, ambulance and all similar persons, companies or agencies performing emergency
services, to enter upon all Lots and Common Arras in the performance of their duties for the
purpose of correcting, repairing or alleviating any emergency condition which arises upon any Lot
and/or Common Areas, and/or hone and which endangers any building or portion of the Common
Areas.
SECTION 5. Utility Easements, Drainage Easements. Easements as necessary in the
lands constituting the Common Areas and the rear, front and side ten feet of each Lot for the
installation and maintenance of utilities and drainage facilities; including the right of Declarant
and the Association to go upon the ground with men and equipment to erect, maintain, inspect,
repair and use electric, telephone and cable television lines, wires, cables, conduits, sewers, water
mains and other suitable equipment. for the conveyance and use of electricity, telephone
14

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, swales and ditches for surface water whenever such action may appear to the Developer or
the Association 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; and 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. No structures or plantings or other material shall be
placed or permitted or remain upon such easement areas or other activities undertaken thereon
which may damage or interfere with the installation or maintenance of utilities or other services,
or which may retard, obstruct or reverse the flow of water or which may damage or interfere with
established slope ratios or create erosion problems. These easement areas (whether or not shown
on the recorded plats for the Planned Community) and improvements within such areas shall be
maintained by the respective Owner except those for which a public authority or utility company
is responsible. The easements herein granted and reserved include, without limitation, service
easements for fire fighting, law enforcement, garbage collection and the delivering of mail.
SECTION 6. Sewer Collection System Easement. An easement the installation,
maintenance and operation of facilities to provide sanitary sewer services to all Lots is declared.
All lots will be required to connect to the New Hanover County sewer system.
SECTION 7. Community Boating Facility Access. The Declarant hereby grants to the
Association for the benefit of the members, and their guests, in accordance with such rules and
regulations as may be prescribed by the Association, a perpetual easement and right-of-way over
can path running through the Common Areas and Lots 2B and 3C of LUCKY FISH
SUBDIVISION as shown on the plot or plots thereof recorded or to be recorded in the New
Hanover County Registry, for access, ingress and egress to the Community Boating Facility as
shown on said plat(s).
SECTION S. Declarant's Access Easement. Declarant hereby reserves unto itself, its
successors and assigns, perpetual, alienable easements over all streets and Common Areas as
necessary to provide drainage, access, ingress and egress, to adjacent properties in the event
Declarant, its successors or assigns should acquire or develop any additional Property, as
hereinabove defined, or any property adjacent to LUCKY FISH SUBDIVISION, whether or not
such adjacent properly is annexed to this development as herein provided.
SECTION 9. Landscaping and Maintenance Easement. An easement is hereby
established in favor of the Declarant, the Association, their agents and assigns, over all Lots as
may be required by this Declaration, for the purpose of providing and maintaining landscaping
on individual Lots only when a Lot Owner has failed to maintain his/her. Lot as per Article VI
and after written notice has been provided to the Owner and corrective action has not been
taken, for installation and maintenance of irrigation lines and facilities, and for other activities
reasonably relating to the installation and maintenance of improvements to the Property,
including, without limitation, walls; signs, ponds and bulkheads, and maintenance, repair and
improvement obligations as set forth in this Declaration,
SECTION 10. Entranceway, Perimeter Fence, Wall, Steps on Lot 2a. Declarant also
reserves for itself and the Association, a perpetual easement and right, without any obligation, to
construct and maintain an entranceway structure and/or sign at the entrance and to landscape the
entranceway, to the subdivision on that portion of Lots I and 3A fronting on Canady Road and
within the area shown as Lucky Fish Lane as shown on the recorded plot of the subdivision.
Declarant also reserves for itself and the Association, the right without any obligation, to
construct and maintain a perimeter fence extending from the entrance to the subdivision along
the perimeter of the subdivision along the rear of Lots 3A, 3B, 3C and 2A, IA and I on the
recorded plat of the subdivision. For the purpose herein described, if an entranceway structure
and/or fence is constructed, the same shall be maintained by the Association, as a common
expense, and there is hereby created a perpetual easement in favor of the Association along the
designated easement areas of lots IA and 3A, as shown on the recorded map of the subdivision
15

Lewis,Linda
From: Lewis, Li nda
Sent: Friday, February 10, 2012 1:23 PM
To: Al Capps ([e-mail])
Subject: 2006 05 permit 060429
Attachments: 2006 05 permit 060429.pdf
Mr. Capps
Thank you for taking my call earlier today. Attached is a copy of the permit that was issued to you in May 2006
for a project called Vineyard at Pages Creek. As I explained to you, the permit requires the recordation of
certain statements to maintain compliance with the permit. I am looking for a copy of that recorded document
which contains the statements as found in Section 11.12 of the permit.
I tried to find them on the New Hanover County Register of Deeds, but nothing came up under that name. I
then Googled the street and went to the tax records to find street addresses for the individual lots. The tax
records revealed that the name of the subdivision has apparently been changed to "Lucky Fish Division". I then
went back to the Register of Deeds with this new subdivision name and found warranty deeds and deeds of
trust for the lots, but none of them referred to any covenants of record. Even the recorded plat, which contains
a space to record the deed book and page number of the associated covenants, has been left blank. Please
note that if you make changes to the plans, or to the name of the project or if you want to transfer the permit to
the HOA, you are required to contact us so that we can get you to complete the appropriate paperwork. We are
a government agency and we mandate that our permit files be complete and up to date.
As we discussed on the phone, if the permit -required statements didn't get recorded with the deed restrictions,
then you will need to obtain the signature of each lot owner on the amendment before recording it. Per the tax
records, at least 2 of the seven permitted lots have been sold.
My mailing address and phone number are:
Linda Lewis
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
910-796-7301 (direct line)
Please be sure to reference the permit number, SW8 060429, on any correspondence you send to me. Thank
you for your prompt attention to this important issue.
Linda

North Carolina Secretary of State
Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 2762"622 [phone]
Date: 2/8/2012
Click here to:
View Document Filings I Sign Up for E-Notifications
J Pre -populated Annual Report Fillable PDF Form I File an Annual Report I
Corporation Names
Name Name Type
NC GCW PROPERTIES, LEGAL
L.L.C.
Limited Liability Company Information
SOSID:
0638685
Status:
Current -Active
Effective Date:
7/17/2002
Dissolution Date:
Annual Report Due Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
CAPPS, ROBERT ALTON, III
Office Address:
5908 TAMANNARY DRIVE
GREENSBORO NC 27455
Mailing Address: 5908 TAMANNARY DRIVE
GREENSBORO NC 27455
Principal Office
Office Address: 5908 TAMANNARY DRIVE
GREENSBORO NC 27455
Mailing Address: 5908 TAMANNARY DRIVE
GREENSBORO NC 27455
Officers
Title: MEMBER
Name: ROBERT A. CAPPS III
Business Address: 5908 TAMANNARY DRIVE
GREENSBORO NC 27455
Title: MEMBER
Name: JOHN L. LOMAX
Business Address: 212 S ELM ST. 5TH FLOOR, STE 500
GREENSBORO NC 27401
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
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.,
LIMITED LIABILITY COMPANY (LLC)
ANNUAL REPORT
f
NAME OFLIMITED LIABILITY COMPANY. _ Co CG✓ /QpC.�rC.f� 1 LLG
STATE dF FORMATION NC
SECRETARY OF STATE LLC. ID NUMBER; 0638685
Umla 4 mh Sral hnnwl npod fllrrp, YOU MUST COMPIl�
1po THE ENTIRE FORM. Uygur
andI roam Bah his aol dunphd slna th pmbw plush dwic mh hax7.
Date Filed: 5/5/2011 9:37:00 AM
Elaine F. Marshall
North Carolina Secretary of State
CA201112501027
FISCAL YEAR ENDING:
1. REGISTERIDAOENT &REGISTERED OFFICE STREET ADDRESS -INCLUDE COUNTY. Mail Its I Norm C1FOIbI3 Iddrull
Nsmh;
2. REGISTERED OFFICE MIULINDADDRESS IFDIFFERENTFROM THE STREET ADDRESS
:
S. IF THE REGISTEREDAOENT CHANGED, THE NEW AGENT MUST SION:
4. ENTER PRINCIPAL OFFICE ADDRESS AND TELEPHONE NUMBER HERE:
Addrmv
Telephone Number, Lsdudhrp hnh code
S. BRIEFLY DESCRIBE THE MATURE OF BUSINESS:
S. ENTER NAME, TITLE, AND BUSINESS ADDRESS OF K4NAOER(B EMBE. R($ OR IF THE LLC HAS NEVER HAD MEMBERS, ITS
AUDITOR PAGES if NECESSARY) I j�'1q bf,{
!1 ✓r SEE STATEMENT 1
NAME- Rli'7PA . CtnnSeuaumec mneeee_ .er-;VhQ /!
TYPE OR PRINT NAME
TITLE
ANNUAL REPORT FEE: 1100 MAIL TO: Secretary of Slate.• Corporao m DMft * pad Oft Box 29525 ReAIph, No 27626025.
amm
peaaa

North Carolina Secretary of State
Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626 0622 [phone]
Date: 2/8/2012
Click here to:
View Document Filings I Sign Up for E-Notifications
J Pre -populated Annual Report Fillable PDF Form I File an Annual Report I
Corporation Names
Name
Name Type
NC PAGES CREEK
LEGAL
PROPERTIES, LLC
Limited Liability Company
Information
SOSID:
0861551
Status:
Current -Active
Effective Date:
8/15/2006
Dissolution Date:
Annual Report Due Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
7/17/2036
Annual Report Status:
UNDER REVIEW LLC NOTICE
Registered Agent
Agent Name:
CAPPS, ROBERT ALTON, III
Office Address:
5908 TAMANNARY DR
GREENSBORO NC 27455
Mailing Address:
5908 TAMANNARY DR
GREENSBORO NC 27455
Principal Office
Office Address:
5908 TAMANNARY DR
GREENSBORO NC 27455
Mailing Address:
5908 TAMANNARY DR
GREENSBORO NC 27455
Officers
Title:
MANAGING MEMBER
Name:
ROBERT A CAPPS III
Business Address:
5908 TAMANNARY DRIVE
GREENSBORO NC 27455
Title: MEMBER
Name: JOHN L LOMAX
Business Address: 212 S ELM ST, 5TH FLOOR, STE 500
GREENSBORO NC 27401
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
2127
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New Hanover County
Page 1 of 1
PARID: R04510-001-023-000
GCW PROPERTIES LLC
Parcel
All ID
Address
Unit
city
Zip Code
Neighborhood
Class
Land Use Code
Living Units
Acres
Zoning
Legal
Legal Description
Tax District
Owners
Owner
city
State
Country
Zip
316920.92.7391.000
7409 LUCKY FISH LN
WILMINGTON
E4K25
RES-Residential
958-Unused Land
.4796
R-20S-RESIDENTIAL DISTRICT
LOT 3-C LUCKY FISH DIVISION LOT 3
FD
GCW PROPERTIES LLC
GREENSBORO
NC
27429
THE DATA IS FROM 2012
06 4�72q o?q
L v c,Iij 6-s i D, 7 s,
1637 C'a-72_4 ec�l
7409 LUCKY FISH LN
/I is So // Cf
http://etax.nllcgov.com/Forms/i)rintDatalet.aspx?pin=RO4510-001-023-000&gsp=PROF1 LE... 2/8/2012

FOR :OR' N REGISTER OF DEEDS
NR��{RNpCVERRCOIINTTH Nc
2005 OCT 25 9:30:12 PM
BK:50W3C REVSTP{93022A
IN5M120 R56
yU NORTH CAROLINA GENERAL WARRANTY DEED
2
MailBoxto: Grantee �pjFFTT11''p�r7
This instrument was prepared by:'Pt1 TMPNAuQC - without title examination
Brief description for the Index: LT 2-B, LUCKY FISH
THIS DEED made this _ day of c ' , 20_ by and between
Pages Creek Properties, LLC
on the_ day of
Cai��.x:laOA
W. Roger Seigler and wife,
Mary Seiglcr
I I I I W fYIf dly �v✓
� rwis bab , Nil
The designation Grantor and Grantee as used herein shall include said panties, their heirs, successors, and assigns, and shell include
singular, plural, masculine, feminine or neuter as required by context.
WI7NFSSETH, that the Grantor, for a valuable consideration paid by the Grantee, the mccipt ofwhich is berebyaclmowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lmor parcel of land situated
in the City of Township, New Hanover County, North Carolina and
more particularly described as follows:
BEING all of Lot 2-B, Lucky Fish Subdivision as shown on map recorded in map Book 50 at Page 117 New Hanover County
Registry, reference to which is hereby made for a more particular description.
The property hereinabove described was acquired by Grantor by instrument recorded in Book page
A n-Ap showing the above described property iD recorded in Plat Book 50 page 117
NC Bar Association Form No. L-3 ® 1976, Revised ® 1977, 2002
Printed by Agreement with the NC Bar Association — 1981 SoltPro Corporation, 333 E. Six Forks Rd., Raleigh, NC 27609

TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to 6e0131tee
in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in
fee simple, that tide is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against
the lawful claims of all persons whomsoever, other than the following exceptions: easements and restricitons of record; 2006
ad valorem taxes
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year fast above written.
Pages Creek Properties, LLC
Name)
$_•
Title:
By:
Title:
By:
Title:
(SEAL)
(SEAL)
(SEAL)
(SEAL)
State of North Carolina - County of
1, the undersigned Notary Public of the County and State aforesaid, certify that
personally appeared before me this day and
acknowledged the due exepµt)Os►q�Q{(�j(�l rnent for the ca therein expressed. Witness my hand and Notarial
stamp or seal this_d,yt'"' Orclr�ei �o
My Conanission
NOTARY PUBLIC
=VEN FOSKETT
LFORD COUNTY, NC
Notary Public
State of North Carolina - A
1, the undersigned Notary Public of the County and State aforesaid, eer*that IZ41i-r A tAtO,o/7Ji`
personally cambefore me this day and acknowledged that _he is the Member/Manager ' of
Pages Creek Properties, LLC , a North Carolina or
corporationlllndted liabililyctm pmy/general putomd*lmutod parmersbip (sWm through the inapplicable), and
that by authority duly given and as the act of such entity, _he signed the foregoing insmuneat in its name on its behalfas its act and
deed. Witness my hand and Notarial stamp or seal, dris _ day of O T: 4-- , 20d I^
My Commission Expires: T
State of North Carolina - County of
1, the undersigned Notary Public of the County and State aforesaid, certify
Witness my hand and Notarial stamp or seal, this _ day of 20
My Commission Expires:
Notary
The foregoing Certificate(s) of
is/me certified to be correct. This instrument and this certificate are duly registered at the date and time and inthe Book and Page shown
on the first page hereof.
of Deeds for County.
Deputy/Assistant - Register of Deeds
NC Bar Association Fors No. L-3 O 1976, Revised 0 1977, 2002
Printed by Agreement with the NC Bar Association — 1981 ,SoflPro Corporation, 333 E. Six Forks Rd., Raleigh, NC 27609

i
Jennifer H. MacNeish
Register of Deeds
New Hanover County, NC
Electronically Recorded
2012 Mar 16 04:15 PM RE Excise Tar$388.00
Book:5625 Page:2780 Fee:$26.00
Instrument Number:2012008635
Non -Standard Fee:
NORTH CAROLINA GENERAL WARRANTY DEED
Parcol Identifier No K04510-OUI-022-000 Verified by County on dte _ day of 20-„
By:
mail/Box to: GraaSOe
This Instrument was prepared by: Foss law Finn, PC
Brief description for the Index: LOT 313 & Boat Slip 45, Lucky Fish
TIDS DEED made this 5l++ day of M ttih CLy , 261 �by and between
Pogo Crack Properties, LLC
PO Box 20089
Greensboro, NC 27429
Martin Landrum Pollack and
Elise Lmnea Parck
7405 Welt' Fish Lane
Wilmington, NC 28411
Enter in appropriate block for each Grantor and Oramce: name, mailing address, and, if appropriate, ebarecter of entity, e.g.
corporation or partnership.
The desigation Grantor and Grealee m used herein shall include said parties, their hairs, soc ors, and assigns, and shall include
singular, plural, masculine. feminine or Demur as required by context.
WP[NESSETH, that the Cm Ur, for a valuable consideration paid by the Cm loc, the rcaiptofwhich is hereby acknowicdgcd, hss end
by these preaems does grant, bargain, sell and convey Onto the Grantee in fee simple, all that certain lot orpancel of land situated in the
City of Wilmington Towruhip, New Hanover County. North Carolina
end more particularly described as follows:
Bill all of Lot 3-13 w shown on map entitled "Lot 3 • Lucky Fish Division" and recorded in Map Book 50 at Page 119 New
Hanover County Registry, reference to said map being hereby made for a more particular description. Together with Boat Slip
g5.
The property hereinabove described was acquired by Grantor by instrument recorded in Book
All or a portion of the property herein conveyed _ includes or2L does not include the primary residence of a Granter.
A map showing the above described property is recorded in Plat Book 50 page 119
NC Do M.W. Fan No. 3 O Ina R 0In11010
Pdnmd by Alswuma with thr NC as, A Nioo
submitted electronicallyy by "Baker 6 Colby, PLLC"
in coppli once wl th Nor[h Carolina statutes governing recordable documents
and the [eras of the submitter agreement with the New Hanover County Register of Deeds.

TO HAVE AND TO HOLD the aforesaid lot orparccl of Ind and oil privileges and appurtenances thereto belonging to the Grantee in
fa simple.
And the Grantor covenants with the Grantee, thelGrwmor is seized of the premises in fee simple, has theirightio convey the samein fan
simple, that tide is marketable and &ee and clear of Ali encumbrances, and who Grantor will warrant and defend the title against the
lawful claims of all persona whomsoever, other than the following exceptions easements And restrictions of record; 2012
ad valorem taxes
W WITNESS WHEREOF, the Grantor has duly executed the foregoing As of the day and year fast above written.
P es Creek Properties, LLC (SEAL)
sane) Ptintlfype Name:
By.
fSEAU
PnnVlype Name & Title:., Print/type Name:
Printflype Name &
Rint/lype
BY iSEALI
Primt ype Name & Tide: Primllype Name:
Sae of -County or City of
1, the undersigned Notary Public of the County or City of and Sate Aforesaid, certify that
penonaBy Appeared before me this day And
acknowledged the due execution ofthe foregoing instrument for the pmposestherein expressed. Witness my hand and Notarial stamp or
seal this _day of 20_
My Commission Expires: Notary Public
(Affix Seal) Notary's Printed orTyped Name
Sate of North Carolina - County or City of New Hmover
L the underslip�ed Notary Public of the Cowry or City of New Hanmvcr and Sate aforesaid, certify that
Daher
t A . La n s personally came before me this day and acknowledged that _he is the
Malaga of _Pages Creek Properties, LLC a North Carolina or
e 'led EabBlty oampanY/general parmership/lindted pertmership (strike through the inapplicable), and that by and oriry
�v .. act of such emtiry, _he ed the fo+�going instrument in its name on is behalf as its Act and dad. Wit=
'nand and skimp or sari, ids -I,rL day of .r't a(.t/i . 20 Il.
Ily
Q4l8lIR® 1To)D/3k;.t Gary Public
eai) y� b Notary's Printed or Typed Name
S - County or Ltiry of
Witness my hand and Notarial samp or seal, this _ day of 20_.
My Commission Expo' ----Notary Public
(Affix Seal) Notary's Printed or Typed Name
NC ea As,.W n Poor Nu s O 1976. H&61 O 1AM10
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FGR REG ISTPR7IGN REGISTER OF DEEOG
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NRPEB
PNOVERPCGUNiyH NC
2a SEP 11 09A5.37 AM
BK:% P0:119-120 FEE:$21.00
INSiW OMEN
MAP INDEX
Name of Map
Owner's Name
Type of Map: ✓ Subdivision
Condo
Highway
Book Page(s)
Number of Pages
Recorded By:

REBECCA P. SMITH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
Filed For Registration:
Book:
Document No.:
Recorder:
WILMINGTON, NC 28401
0911112006 09:45:37 AM
PLAT 50 Page: 119-120
2006051267
PLAT 2 PGS $21.00
NELSON, JACQUELINE
State of North Carolina, County of New Hanover
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING.
*2006051267*
2006051267

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
June 19, 2006
MEMORANDUM:
TO: Linda Lewis
and
Noelle Lutheran
Division of Water Quality
Uu
r!.,r
1 ?! J6
i
FROM: Doug Huggett, Major Permits Coordinator
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: GWC Properties, LLC / The Vineyards at Pages Creek c/o Al Capps
Project Location: 1647 & 1653 Canady Road, adjacent to Pages Creek, New Hanover Co.
Proposed Project: to excavate and enlarge basin, construct bulkhead, wall, walkway, dock,
pier and boatlift for 7 slips.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by July 13, 2006. If you have any questions regarding the proposed project, please
contact Robb Mairs at [phone], when appropriate, in-depth comments with supporting
data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED wCh D�" DATE Cv—ZD"00
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.ncGoastaimanagement.net
An Equal Opportunity 1 Affirmative Action Employer— 50% Recycled 110% Post Consumer Paper

2.
3.
0
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NANIE:GIVC Properties, LLC The Vineyards at Pages Creek, c/o Al Capps
LOCATION OF PROJECT SITE: 1647 and 1653 Canady Road adjacent to Pages Creek, in New Hanover
County.
Photo Index - 2000: 22-277, D-1I,12 1989:4-175-14, bI,N-13 1984: 18-231, E- 9,10
State Plane Coordin:des - X: 2369910 Y: 192384
INVESTIGATION TYPE: CAMA/D & P ROVER FILE 9 - 0-051 116A
INVESTIGATIVE PROCEDURE: Dates of Site Visit- 5-11-06
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 6-12-06 (Completed)
Office- Wilmington
6. SITE, DESCRIPTION:
(A) Local Land Use Plan - New Hanover County
Land Classification From LUP - Resource Protection
(13) AEC(s) Involved: PT, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing — County sewer system
Planned - N/A
(F) Type of Structures: Existing - Single family home, boat basin, access channel, bulkhcad/retaining wall,
floating dock
Planned - Maintenance dredging and enlargement of existing basin with highground
excavation, bulkhead, access walkway, finger pier, boatli(ts, and floating
dock to accommodate 7 vessels.
(G) Estimated Annual Ride of Erosion: N/A
Source - N/A
7. IIABITAT DESCRIPTION:
JAREAJ
DREDGED FILLED O'fl-IER
(A) Vegetated Wetlands (coastal wetlands)
128 sq. ft
(shaded)
(13) Non -Vegetated Wetlands
8,632 sq. ft.
incorporated
(Open water)
1,348 sq. ft.
(C) Other (1-lighground)
1,720 sq. ft
24,360 sq. ft.
(D) Total Area Disturbed: 36,188 sq. ft.
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PRO.IECf SUMMARY: The applicant requests authorization of excavation and enlargement of an existing basin,
new bulkhead and retaining wall, access walkway, floating dock, finger pier and boatli0s to accommodate 7 slips
associated with The Vineyards at Pages Creek Subdivision.

GWC Properties, LLC- The Vineyards at Pages Creek c/o AI Capps
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 1647 and 1653 Canady Road, adjacent to Pages Creek, in New Hanover County. To
locate the property from Market Street (NC Highwayl7), turn onto Middle Sound Loop Road and travel east past
Ogden Elementary School approximately 2 miles. Turn left on Mason Landing Road and travel approximately 0.2
miles just until it teaches Canady Road. Turn left onto Canady Road and the properties of interest will be located
on the right. There is an existing driveway to access both properties and project site. There are approximately 3.49
acres of highground, which averages approximately 28' above mean sea level. There is approximately 250' of
shoreline on the site that overlooks Pages Creek, There is an existing abandoned single-family residence located on
the southwest portion of this tract. There appears to be an existing boat basin features within Pages Creek adjacent
to the western side of this tract. Dimensions of the basin are approximately 86' in length by 32' in width. The
access channel to the basin measures approximately 104' in length by 40' in width. Existing water depths within
the basin range from approximately+2' @ Normal Low Water (NLW) to approximately 0.0 a NLW. The access
channel depths range from approximately — 2.2' to-6.0' at NLW. The basin is stabilized by a deteriorating
bulkhead and retaining wall on the north, west and south sides. Within the basin is an existing floating dock, 40'
in length by 6' in width, which is accessed by a walkway that leads up the bluff to the highground. There is also an
existing walkway east of the basin, which leads down the bluff to the marsh. Existing high ground vegetation on
this tract consists of lawn grasses, hardwood and other species including Oak, Dogwood, Hickory, Magnolia, and
Pine trees. Waterward of the highground towards Pages Creek, the elevation of the property drops off substantially.
The vegetation on the eastern side of the tract transitions to an area of high marsh consisting of mixed coastal
wetlands and "404 type" vegetation, which include: Marsh Elder (1vafrutescens), Grounsel-bush (Baccharus
halimifolia) and Salt Meadow Grass (Spartina patens). 'file high marsh then transitions to an area of low marsh,
approximately 75' in width, consisting primarily of Smooth Cordgrass (Spartina allernii lora). There also exists an
isolated narrow band of Smooth Cordgrass (Spartina alternifora) approximately 100' in length by 30' in width
located on the eastern side of the existing basin and floating dock. Surrounding the low marsh areas are several
oyster reefs visible in the mud flat at low water. North of the bulkhead located on the northern side of the existing
basin is an area of low marsh approximately 30' in width, which consists primarily of Smooth Cordgrass (.Spartina
allern flora)
(See Sheet 2 of 6).
The application' states that a Special Use Permit has been obtained from New Hanover County for the boating
access associated with this project. The application also states that New Hanover County approval for the
highground development and sedimentation and erosion control is pending. A state Express Stonmvater Permit
through the N.C. Division of Water Quality has been issued (SW8 060429).
The New Hanover County Land Use Plan classifies adjacent waters as Conservation, and the adjacent high ground
portion of the project area as Resource Protection. The waters of the Pages Creek are classified SA by the Division
of Water Quality. They are NOT designated as a Primary Nurser- Area by the N.C. Division of Marine Fisheries
and they are Conditionally Approved -CLOSED to the harvest of shellfish by the N.C. Division of Environmental
Health.
PROPOSED PROJECT:
The applicant requests authorization of excavation and enlargement of an existing basin, new bulkhead and
retaining wall, access walkway, floating clock, finger pier and boatlifts to accommodate 7 slips associated with The
Vineyards at Pages Creel: Subdivision. The application states that all proposed highground development would be
located landward of the 75' Estuarine Shoreline Area of Environmental Concern (AEC). 'File 3.49 acre tract is
approximately 600' in depth from Canady Road to Pages Creek and averages approximately 240'in width, which
would be subdivided into 7 lots averaging approximately 0.5 acres each. ]'here would be a 15' pedestrian access
easement located on Lot 3-C, which would be located on the northwest end of the property facing Pages Creek.

GWC Properties, LLC- The Vineyards at Pages Creek c/o Al Capps
Page 3
The new basin would include excavation of the existing basin approximately 86' in length by 32' in width. 'file
expansion of the basin would involve highground excavation with new dimensions of 86' in length by 20'in width.
Final water depths for the maintenance and expansion of the basin would range from — 4' to-6' @ NL,W. The
access channel would be maintained with dimensions of 104' in length by 40' in width to a final project depth of-
6' a NLW (See Sheet 3 of 6). The application states that the excavation would be accomplished mechanically by a
barge mounted excavator. Approximately 1,290 cubic yards of shallow bottom material and approximately 510
cubic yards of highground material would be removed for the excavation of existing basin and expansion. The
disposal site for the excavated material would be located on a highground area of the property. Dimensions ofthe
disposal area would be 172' in length by 93' in width with 6' in height berms. The application states the material
would be dewatered and then utilized on site for the proposed subdivision.
']'lie northern and western side of the basin would be stabilized by a new bulkhead 34' in length and 52' in length,
respectively. 'these new bulkheads would be located approximately 2' landward of existing bulkhead, which
would then tie into to a bulkhead 86' in length located on the southern side of the expanded basin. The bulkhead
would then turn 90 degrees in a northerly direction a distance of 18' in length, which would stabilize the new basin
and the adjacent highground to the east. The applicant also proposes a new finger pier, 26' in length by 2' in
Width, which would be installed midpoint within the basin. A highground retaining wall would be constructed
along the 1653 Canady Road shoreline a distance of 1 12' in length, which would then have a wing wall 16' in
length towards the highground. Another highground retaining wall would be constructed adjacent to the expanded
basin a distance of 132' in length (See Sheet 3 of 6).
The applicant proposes to install four boadifts, 12' in length by 12' in width, within the new basin. Two boatlifts
would be installed on the northern side of the new finger pier and two would be located on the southern side. The
outer two boatlifis would be accessed from an access walkway, 32' in length by 4' in width, located on the
northern side of the basin, and the other boatlifi would be accessed along the southern shoreline of the basin. A
floating dock, 120' in length by 6' in width, would be installed along the eastern side of the access channel, which
would be accessed by a gangway ramp of highground community area. The application states that the floating
dock would be designated for three 40' slips, which would provide at total of (7) vessels for the proposed docking
facility (See Sheet 3 of 6).
10. ANTICIPATED IM13ACTS:
The proposed upland development for the subdivision would not be located within the Estuarine Shoreline AEC. The
proposed bulkhead and retaining walls would result in thedisiurbance ofapproxiniatcly 8,360 sq. ft. ofhighground area
as a result of the bulkhead and retaining wall back fill and installation of the tie-back/anchor system. "file proposed
excavation of the existing basin would result in the removal of approximately 8,632 sq. feet of shallow bottom and
approximately 1,720 sq. ft, of highground for the expansion. Approximately 16,000 sq. ft. ofhighground area would be
disturbed for the spoil site area preparation, which would contain approximately 1,800 cubic yards of material
excavated for the expansion and maintenance of the basin and access channel. The proposed floating dock, finger pier
and boatlifis would incorporate approximately 1,348 sq. ft. of'Estuarine Waters and Public Trust Area within the newly
expanded basin. The floating dock would extend approximately 70 feet into a waterbody measuring approximately 383
feet across, which would conform with the 1/4 width rule and the established pier lengths. Minor increases in turbidity
should be expected during construction.
Submitted by: Robb Mairs Date: 6/19/2006 Office: Wilmington

PRO]ECT NARRATIVE
The Vineyards at Pages Creek Basin and Docks
May 18, 2006
The Vineyards at Pages Creek is a new development being proposed in the
northeastern portion of New Hanover County on the southwest shoreline of Pages
Creek. The project site can be reached by traveling:on North Market Street [US 17]
to Middle Sound Loop Road. Turning on Middle Sound Loop Road travel east to
Ogden Elementary School and then take the north portion of Middle Sound Loop
Road. Follow this for approximately 2 miles. Then turn left on Mason Landing Road
until it reaches Canady Road. Turn left on Canady and the project is at the end of
the fourth or fifth drive on the right after passing Denise Drive. This is a common
access drive into both tracts of the project site.
At present the project site consists of two tracts of land that are identified as 1647
and 1653 Canady Road. There are approximately 3.49 acres of highground in these
tracts. They are subdivided into lots of the Williams Lands as described in the
enclosed Warranty Deeds. One tract (11647 Canady - Lots 10 and 11 of the
Williams land) has had up to four residences constructed on it. The other tract (1653
Canady - lots 8 and 9 of the Williams Land) has a single residence.. There is an
existing moderately high bluff along the shoreline of the site. There are existing
basin features in the waters of Pages Creek adjacent to the highground tracts. The
basin connected to 1647 is the more definitive of the two. The dimensions of the
existing basin are approximately 86 feet long by 32 feet wide. The access channel
serving the basin measures approximately 104 feet long by 40 feet wide. Depths in
the basin vary from approximately +2.0 feet at Normal Low Water (NLW) to
approximately 0.0 feet NLW. The access channel depths range from approximately -
2.2 feet to -6.0 feet. This basin has three bulkhead/retaining walls on the north,
west and south sides. They are in a poor state of repair to the point of partial to
complete failure. There is an existing access pathway that leads down from the
existing bluff portion of the property to the northern side of the basin. The other
basin feature appears to be a relic of former dredging and measures approximately
80 feet wide by 140 feet long. Existing water depths of this feature are unknown.
The total water body width in the project location is approximately 1242 feet. The
project shoreline is approximately 250 linear feet.
The highground portion of the project located outside of the Estuarine Shoreline
Area of Enviromental Concern is being divided into a total of 7 lots with a R-20S
zoning classification. A special use permit has been obtained from New Hanover
County for the boating access associated with this project. County approval for the
highground development is pending. Also an Express Stormwater Permit has been
issued (SW8 060429). County approval for sedimentation and erosion control
authorization is also pending.
This application requests the authorization of maintenance excavation and
enlargement of the existing basin associated with 1647 Canady Road. Also
requested is the creation of seven (7) slips or docking spaces. In addition bt-the_ivi�c,
basin work the application also requests the modification of the existing shorelinestq C"3TaN, NC
MY 2 3 ZOOo

both tracts to stabilize the face of the existing bluff. The community access located
at the north side of the project basin will be improved as the bluff face is stabilized.
The north wall of the existing basin will be lengthened to 52 feet. The access
channel will be maintained at 40 feet wide by 110 feet long to connect with the
existing low water run of Page's Creek. Water depths in the basin will range from -
4.0 feet NLW in depth at the walls of the basin increasing gradually to -6.0 feet NLW
at the confluence with the run of the creek. A total of four boat lifts, each 12 feet
by 12 feet, will be installed along the north (52 feet) side of the basin. Along the
south side of the basin and channel a floating dock (120 feet by 6 feet) will be
installed creating three 40 feet docking spaces. To gain access to the boat lifts a 4
feet by 32 feet walkway will be constructed along the east side of the basin and a 2
feet by 26 feet finger dock will be constructed at the middle point of the north side.
To gain access to the floating dock a set of steps and pathway will be constructed.
The existing bluff will be partially terraced to create a more stable configuration.
This will also provide for a more usable access to the basin and docks for the
residents of the property. Plans are to replace the existing bulkhead/retaining wall
that is around the existing basin with a new structure which will enclose three sides
of the new basin and that will extend along the shoreline of the two tracts.
Approximately 52 feet of bulkhead will be along the north side of the new basin and
this will connect to 86 feet of new bulkhead along the west side of the new basin.
At this point the structure will become a retaining wall and 112 feet of retaining wall
will be aligned along the toe of the highground along the shoreline of the southern
tract. Silt fencing aligned above all wetlands will be utilized to avoid negative
wetland impacts. The terraced area landward of the bulkhead/retaining wall(s) will
vary in width. At the north side of the new basin there will be a pad approximately
25 feet by 25 feet which will taper to the west until it reaches a width of 6 feet
which parallels the east side of the basin. Just before reaching the access ramp to
the floating dock the feature widens gradually to reach a maximum width of 16 feet
along the shoreline of the south tract. Adjacent to the southwest corner of the
property a set of steps will be constructed along with a platform to provide
residential access to the fill area.
The waters of Pages Creek are classified as SA by the NC Division of Water Quality.
NC Division of Marine Fisheries has not designated these waters as a primary
nursery area. NC Division of Shellfish Sanitation has closed these waters to the
taking of shellfish.
The project as proposed is consistent with all current applicable rules and
regulations.
RE-C;E_I` E LO
DCNI VV'iLLMNGTOr,. NC
MAY 2 3 ?006

Form DCM-MP-I
APPLICATION
Cro be completed by all applicants)
b. City, town, community or landmark
1. APPLICANT O fJreN A a e A
a. Landowner:
GN1G PRo"'Ttfs
Name % 1. C A V 9 5, C'bntt/La� PA: -r
Address ;Ut TAMANNARY Dr4L%Ve
City CTdfitJ50002e State N C-
c. Street address or secondary road number
_ I&A] &.%d 1(053 CAr4Atr! At AD
d. Is proposed work within city limits or planning
jurisdiction? Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) PALES C *-EE rc
Zip 17455 Day Phone 33(o - 272.oil Z
x 37 Fax 3. DESCRIPTION AND PLANNED USE
�?
OF PROPOSED PROJECT
b. Authorized Agent: rP/c)lno1o(Fold(rATtvJ Q* ckrN�
Name C-• Tzoiit-n r coTi o-t> Jy-
Address ti S 1 5 CAVLOL'NA 63 t— u 2L-AP
City `iitLAN11worD•V State "L-
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
MAINTfir�Aw-tt Qxchywr�p— AN* �r(tgaGtzA1E.�
tC FXt#r'Ak& rboAT 6AS(A - 4 uMT L(FrS
3 srop.To M i — Ti ¢rtfiD 6JUKNEn,p
ANC RBTA(Nr.Lus v�A�1c.�+ays
H. yto 799 -w53�
Zip y�S`E l Z Day Phone G9 l0 • S ZO •72 12 b. Is the proposed activity maintenance of an existing
project, new work, or both? tb�
Fax 9ID•7ti9•%4536,
c. Project name Of any) I vtf 6Nr-V AXt7S
At pA-bES GA.G_1=1�
tVM Pere* %W be WuM U u of md/w
Pmjea u .
2. LOCATION OF PROPOSED
PROJECT
a. County ►-I FAN tt A VVOVE V-
RrYW o3M
c. Will the project be for public, private or commercial
use? F *A%JA TLC LotM.MJV•J%Tcl
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. _ see VI 6, 0Y 1-\ V -
DCf'v) bt,`iLt��4lNUTCM, NC

Form DCM-MP-I
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 3 . + 9 ae Ye- s
b. Size of individual lot(s) -ti 201 opc s t
c. Approximate elevation of tract above MHW or
NWL 219 r'L
d. Soil types) and texture(s) of tract
b a&.,A4 6�.:,i "
e. Vegetation on tract M%ke6 V1Z vx)we.�elc
a-✓%cl lnwN c.JaSSe.S
f. Man-made features now on tract AaVAO� W
alms . -t- eugi* tAPQ--fS
g. What is the CAMA Land Use Plan land
classification of the site? (consub the lomr rm,d we Prow.)
_ Conservation Transitional
_ Developed _ Community
_ Rural YL Other
W X.teir&%AdA MSovtm PVV+e-�-cd+%
h. How is the tract zoned by local government?
R-2os
i. Is the proposed project consistent with the applicable
zoning? *1- Yes _ No
(Arad, zoning mnplim" amr./imre, UawPricabk)
Has a professional
done for the tract?
If yes, by whom?.
archaeological assessment been
_ Yes * No
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
_ Yes A No
Are there wetlands on the site? n Yea _No
Coastal (marsh) A Other
If yes, has a delineation been conducted? v%b
(Aaod don -maxim, . if a-aabk)
m. Describe existing wastewater treatment facilities.
¢ouN TSPwER. AUAtt.AeS1J1-
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, 'wash
down' and residential discharges.) 01A
o. Describe existing drinking water supply source.
I1001U19ugi %-LLLS
S. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an g 1/2' by 11' white paper. (Refer to
Coastal Resources Commission Rule 71.0203 for a
detailed description.)
Pkase note that original drawings are preferred and
only high quality copies will be accepted. Blue -line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
DCM WILJMI GT! ON, NC
RMud 03/95
MAY ? 3 Z006

Form DCM-MP-1
site, Include highway or secondary road (SR)
numbers, landmarks, and the like.
° A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further'certifies that such notice has been provided.
6. CERTIFICATION AND PERML4MION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. 'Ile project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
Name mr1mfs. LT'� eG lovivh JV I certify that I am authorized to grant, and do in fact,
Address NC-0 t+P 6-2WOte, Rcl -LU%n% A F'-1847ggrant permission to representatives of state and federal
Phone 01 h o 2 5 3 - b L 6 q review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
Name PAr r^rs N P—;%aY%5 permit application and follow-up monitoring of the
Address eta„b Rd-Wh1M. wG -1e6- project.
Phone 4 % O L to 4 614
Name
Address
Phone
° A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
swsj 0i1)04�A
° A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
° A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
Revised 03M
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the S7— day of "PHA - 40Z�fo
Print Name G P�e 9-S FYou �.
Signadtr
I�do,.kr Ardortzsd A;eru
Please indicate attachments pertaining to your proposed
project.
DCM MP-2
Excavatioa and Fill Information
DCM MP-3
Upland Development
+� DCM MP4
Structures Information
_ DCM MP-5
Bridges and Culverts
DCM MP-6
Marina Development
NOTE. Please sign and date each atrachmenr in the
space provided at the bottom of each form.
R r >_.
DCM t%dit MNGTON. IC
MAY 923 2006

06-05-2006 20:03 BOB STRODD 710 749 4536
Form DCM-MP-2
PP..GE4
EXCAVATION
AND
FILL
(Except bridge; and ettiv")
Attach this form to Joint Application for CAMA Major
Permit, Form DCM•MP-l. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given In fee.
uaom WN"
Access
channel l0A
(t n.w)
Canal
Bose basin r4
Boat
ramp
Rock
groin
Rock
breakwater
War u h
(EukWos&I f
eroralina
r.e�x.t:oa)
ae.hed afros
!ter 1 zo`
I. EXCAVATION
a, Amount of mate W to be excavated from below
MHW or NWL in cubic yards 12 90 Q) *_
b. Type of matexial to be excavated ntud rZ-"J
Awap Vld
Ede" t'nJed c. Does the area to be excavated include COASW
� � wadvajs (marsh), submerged aepsatic Maxtiob
4.o (SAVs) or other wetlands? _,• Yes _ . No
-3.6 -
1—(,.Dl d. Highground excavation in cubic yams
2. DISPOSAL OF EXCAVATED
--4,v MATERIAL
a. Location of disposal uqa
awtAc %51 `see s� sIA�l- o )
b. Dimension. of nn......t ,"q Ar• wx 9 3' X ( -]Z'A
c
C. Do you claim fife to disposal area?
oe� Yes _ No
if no, Wait a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintaswtee? —i— Yes —No
If yes, when? .0W-Wrs-v RNI ow�TMcTaR
►ls ac I.nLA+C d Ji'"e q , 2- 0 0 (0
RECEIVED
DCM WILMINGTON, NO
luv 1 2 200E

Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
_ Yes K No
f. Does the disposal include any area in the water!
Yes ?,, No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
A_ Bulkhead Riprap
b. Length t ZZ`
c: Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
O
e. Shoreline erosion during preceding 12 months
n la
(Source of it/orrnanon)
f. Type of bulkhead or riprap material 50+0-0
P3\lsys45 (W od oY fn: A sp_ L
g. Amount of fill in cubic yards to be placed below
water level
(1) Rpprap D e-v )CJS
(2) Bulkhead backfill nr4 SS
p„Aft;lt.� p\
h. Type of fill material tl 16A CWUCo op� EkM
If yes,
(1) Amount of material to be placed in the
water 0 C�-+ 4.5
(2) Dimensions of fill area
(3) Purpose of fill LE } \" t.n'V c1 +"4A-P
OF 4U1.Vf"QI41ErAlfY(Nea WAs.t_
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
_ Yes No
If yes,
(1) Dimensions of fill area 'A��-
(2) Purpose of fill ^ _
S. GENERAL
a. How will excavated or fill material be kept on site
andL erosion
controlled? silt• J44%C jt4j
rq-tu —
harass
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
(3aryc wwu..lcd exca�ro.-4or -
Q-%V.b tVVG:G - �'X+41 koes.
c. Will wetlands be cr,ssed in transporting equipment
to project site? _ Yes /� No
If yes, explain steps that will be taken to lessen
environmental impacts.
i. Source of fill materialy P. 0-t Fsi ' qy"
tk»k 6000ND sookX ( 5901 Ls Gr1.bro pQbJECT
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes ^ No
Revised 03195
—Tint VLr\e\tAvA5 at IDacle_s einaek
l
siratum
DW
J
MAY 2 3 2006

06-09-2006 20:03 &7B STROJU 910 799 4536
PAGE3
Form DChI-MP-4
STRUCTURES
(Cotauxiction within Public Trust Ares)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete all
other &actions of the Joint Application which relate to
this proposed project.
a. Dock(s) and/of Pier(s)
(1) ,_ _ Commercial lk Community _ Private
(2) Number
(3) Length
(4) Width b
(5) Finger Piers x Yes —No
(i) Number I
(11) Length Id"
(iii) Width 2.'
(6) Platform(s) — Yes it. No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed 7
(9) Proximity of Structure to 8d1Iaceat riparian
Property lines > i9
(9) Width of water body I A ctl'
(10) Water depth at waterward pod of pier at
MLWor� --(9.o'
b. Boathouse (including covered lifts) vr(t
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, she tpile, etc.) h�w
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood. sbeetptla, etc.) yttp,
()) .Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
aerhea 031"
a. Mooring buoys Va
(1) -._ Commercial _Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
thoreline _
f. Mooring structure (boadif►, mo xing pilings, etc.)
(1) ._... Commercial _&Commueiy — Private
(2) Number _ 14
(3) Ltwgth t a '
(4) Width c n
g Oflcrgs L.4aqk F boot I r �r c� re8 —
t# ' x 2.
TM< VIVIe4afC6 41 �ogas Gae�
t11tDaatart
5 /¢2 / 2am L
Data ddd
.- &%,�,�%eo TO-1a _ate L-
RECEIVED
OCM WIL(v't!NGTON, NC
Jurd j 2 Zoos

BOAT BASIN MAINTENANCE AND DEVELOPMENT
BY'. AL CAPPS
1647 CANADY ROAD RECEIVED
OGDEN. N.C. AA
NEW HANOVER COUNTY
Scale
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Nu

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SITE LOCATION
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I /
SITE LOCATION MAP
f
0 0.5 1
Miles
BOAT BASIN MAINTENANCE AND DEVELOPMENT
BY: AL CAPPS
1647 CANADY ROAD
OGDEN. N.C.
NEW HANOVER COUNTY
DRAWN BY Wm. H. WARREN, JR.
AUGUST POBS SHEET I OF G
Sl/(3M,TT�M/4) Z-z ,'Z,000

1 I ///---PRE(TO — 6.0CHANNEL W W
(TO
I I I I W
I W
MARSH GRASS
I I I 1
I I
W.0.0 / I
I W
I
I 1 I W
W I I I 1
I W
1 I W
MARSH GRASS •" n W y, W
I W W W y I
W Z I I
pR 1 W
HW.+4.0 34 NEW WILL
1 34' OLD WALL W
1 1 i 1 W MARSH CRASS W
I 7 1
q 1 W W
iv I
Z^ BB' OLD WALL W W I W
I HW.
rP. 92' D BANK RETNNINC WALL �qq3 �
O♦{0
NOW OR FORMERLY I �. as NEW WILL E i
GEORLE G. MWNG. JRI { COMMUNITY ACCESS
89' NEW BANK RETAINING WALL 1 112 REJ
(32• roru) 'RWRwc w,Lu B2R
NA"AI q�, RACAr1L!
., - 1
6 PREUMINARY BASIN SCHEME
$ 40 20 0 40
SCALE IN FEET
NOTE:
THIS FIGURE BASED ON SURVEY BY:
THE CLARK GROUP SURVEYING DIVISION
PO BOX 10136
WILMINGTON• N.C.
DATED: 18 APRIL 2005
NA7URAL SLO.PF 8
9
DCM WILMINIG TON'. h
MAY 2 3 200E
g�
BOAT BASIN MAINTENANCE AND DEVELOPMENT
BY: AL CAPPS
1647 CANADY ROAD
OGDEN. N.C.
NEW HANOVER COUNTY
DRAWN BY Win. H. WARREN, R.
AUGUST 2005 SHEET !-OF C0
ReOIStD MAv-2(2,00&
O FOP
OLD

I � W
�MAMIENMOE I W
I I (♦0' WGE a -6.0) 1
1 I 1 W
I I 1 W W
I 6'AAOT I MARSH GRA5
E I W
NLw.o.o
i
f 1 1 W
°
W
I 1 1 W I
W W W I I sP2 I W
I I 6'.♦G' 1 I W
W W 1 FLOAT I W W
I MARSH CRASS
I W W I
W W
4'.32'D WALK W I M1ti (0' W W W
I +40
° W W
..f., i SIJP ♦ N' NEW WALL I W
1
SIP 1 1 MARSH GRASS
;�'. ;.i;,� •�, LIFT 2'.R6' iINCFA FLOAT W W
:•.,� .. �. Sl1P S 1 W y
0 o-
\}•. LIFT
SIP 6 W W I W
M1W.♦10
NOW OR FORMERLY I t {� SLIP l 86' NEW WALL i
GEORGE G. IRNNG. JRI ;ASS
•COMIAIMITY ACCESS •S• Y� _.
\ I 66' NEW BANK NETAINING WALL
(1]R' roTAL) 1 ..� �TNNINC W
(72a
NA)uaµ 3� - •, BAarr>tt ' T(1LM.) 1 -._
j TOP
\ Cf SL(WE "AL
4-PE
-
I
3 \ 75' AEC
'06.>,
8 NEW BASIN SCHEME NIPP oP
40 20 0 40 _� °EO` OLD
SCALE IN FEET
NOTE:
THIS FIGURE BASED ON SURVEY BY:
THE CLARK GROUP SURVEYING DIVISION
PO BOX 10136
WILMINDATED: 18 N.C. BOAT BASIN MAINTENANCE AND ENT
DATED: 18 APRIL 2005 " CAE1K 7
BY: AL CARPS L VI � j�AtOS �� J
1647 CANADY ROAD
OGDEN, N.C.
NEW HANOVER COUNTY
RECEIVED DRAWN BY Wm. H. WARREN, M.
NMI WILMINGTON, NC APRIL 2006 SHEETS OF (o
R�VISEi� ,J'uNo- 7, 2m�,
;UN Q ? NOG

04 ROD
GALV.)
GRASSED STABILIZED
SLOPE VARIES
WALL-+7.0
N4 ROD
GALV.)
FILTER
6"x6" ON LOT
5'-0" CTRSCLOTH . 2LOT 'x6' ON
DEPTH PER BLDG. CODE T&G ' CTRS.
FDEPTHS�I�E0R BLDG. CODE
TYPICAL SECTION 'A' THRU RETAINING WALL
ror ro scw>:
\GRASSED STABILIZED
SLOPE VARIES
iSILT FENCE
AS REQUIRED
HW=+4.0
COMMUNITY ACCESS
FILTER BACKFILL 6't �4'x6"
CLOTH TOP OF BASIN WALL-+7.0
2*x8" _
T&G T I r r i T1
6"x6' ON �-
5'-0- CTRS.
DEPTH PER BLDG. CODE
(TYPICAL)
FILTER �yrl r
LW-0.0
----------------
IATION VARIES FROM
TO -6.0 AT EXISTING CREEK DEPTH
w V.i' F: Lo
-- 6'x8' ON
5'-0" CTRS. [ICIM, I',A/l Ailft"� ON'. !N L"
DEPTH PER BLDG. CODE
MAY 2 3 2006
TYPICAL SECTION V* THRU RETAINING WALLS
xm rox
BOAT BASIN MAINTENANCE AND DEVELOPMENT
BY: AL CAPPS
1647 CANADY ROAD
OGDEN, N.C.
NEW HANOVER COUNTY
DRAWN BY Wm. H. WARREN, JR.
AUGUST 2005 SHEET 4 OF
t�oomr(Tc-o r-)Ay 2.ze—v

6".6' ON
5'-0' CTR
DEPTH PER BLD
BOAT LIFT
(RILES NOT SHOW FOR MIARM)
TYPICAL SECTION OCO THRU BASIN RETAINING WALL
WTm
C�
_ BOAT BASIN MAINTENANCE AND DEVELOPMENT
BY: AL CAPPS
1647 CANADY ROAD
Li
OGDEN, N.C.
h� NEW HANOVER COUNTY
(7) DRAWN BY Wm. H. WARREN, JR.
Gy AUSUST-2005 SHEET 5 OF �o
07
i� $pmiTjl:DMAy 22 ZLbL
7
Ci

BOAT LIFT 4' WIDE ACCESS
(PILES NOT SHOWN FOR CLARITY) WALK TO LIF
TOP OF BASIN WALL+7.0 6'x6' ON
8'-0' CTRS.
3'
HW=+4.0 \\iG ROD. \���
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ \/\\ \\i'GALV.)%\�/\\ .\:%\\% _ HW=+4.0— — — _
AA:�A is 6'x6' .
x6" ON rJ
LW-0.0 X DEPTH PER BLDG. CODE
__________________________—_ FILTER Z
CLOTH
/\ ThG n v
I A AJI N IE 6 0 A H
A I L T - XIS
40
6'x6' ON
5'-0' CTRS.
DEPTH PER BLDG. CODE
TYPICAL SECTION "Do THRU BASIN RETAINING WALL
NOT TO SCALE
40' WIDTH CHANNEL
HW=+4.0 — _ _ _ _ _ — _ _
LW=0.0 ___ ____________ ___________________________
CHANNEL MAINTENANCE VARIES
FROM 4.0 AT BASIN WALL SLOPED
�VAA_`iAAA/AA. TO -6.0 AT CREEK DEPTH
\
/\
TYPICAL SECTION Or CUT THROUGH ENTRANCE CHANNEL
10 5 0 10
SCALE IN FEET
MARSH GRASS
4A4wWU it -----
BOAT BASIN MAINTENANCE AND DEVELOPMENT
BY: AL CAPPS
1647 CANADY ROAD
OGDEN, N.C.
NEW HANOVER COUNTY
DRAWN BY Wm. H. WARREN, JR.
AUGU5T-2665 SHEET (p OF&
d5 yam �m--1> May 23x zcor'

Nf
George G. Irving, Jr.
M.B. 35/42 - Tract 2
Zoning: R-15
Land Use:
Residential
3
u w
a.
Lot 3 - A
30' Private Access Esmt.
73
30' Private Access Esmt.
N0
1-L
>11
Lot 1-A
a
TC:
t ;
25V Private Access Esmt.
n/f
Cecil P.
Robinson
M.B. 22/55
- Tract =A
Zoning:
R-15
Land
Use:
Residential
Graphic Scale
60 30 0 60
n/f
George G. Irving, Jr.
M.B. 35/42 - Tract 3
Zoning: R-15
Land Use:
Vacant
Lot 3-8
Lot 1-8
I
n/f I
Cecil P. Robinson
M.B. 22/55 - Tract ul
I
Zoning: R-15
Land Use:
Residential
1—IC IM W1Lroil Div
n/I
George G. Irving, Jr.
M.B. 35/42 - Tract 4
Zoning: R-15
Land Use:
Residential
15' Pedestrian Acess Er L.
Lot 3-C
m m v v e v v v v m v v
1 p
A La
Proposed 7-slip
1 �
A
Community ® Cl
Lot 2-8 Boating Facility coo
1 CU
A 7c
v ea v e v e v v v m v v m ex v v v v m
Lot 2-A
General Notes:
I. New Hanover Co. Parcel No.:
3169(20) - 92 -
6150
3169(20) - 92 -
7103
3169(20) - 92 -
7077
2. Tract Area - 3.49
oc. t
3. Zongin District: R-205
4. Land Classification:
Resource Protection
Property Address: 1647 It 1653 Conody Rood
WITHERS eke RAVENEL
Date
02/02/06
Clent:
Vineyards
at Pages
Creek
Scale: W = 60'
GCW Properties, L.L.C.
ENGINEERS I PLANNERS 1 SURVEYORS
P.O. BOX 2g06q
Harnett Township /
New Hanover County / North Carolina
70.w W0-25villa Avenue, Suite tot, Wilmington, 25 26403
Fax: [phone]
ocown By
wolf
Greensboro NC 27429
�
Special Use Permit Site
Plan
Tel.: [phone]
P�oj. No.:
2 05310
www.withemnavenel.com
_

New Hanover County
Page I of I
-10
PARIO: R04510-001-021-000
TIMMERMAN BENJAMIN SISSY 1639 CANADY RD
A
MAIN 1008 Sq. Ft.
S
OPEN PORCH 28S Sq. Ft.
C
WOOD DECK 16 Sq. Ft.
D
WOOD DECK 258 Sq. Ft. pfrdN
R
IS FR ONE STORY FRAME 72 Sq. Ft.
f
IS FR ONE STORY FRAME,BALCONY
54 Sq. Ft.
G
1S FR ONE STORY FRAME 42 Sq. Ft.
N
1S FR ONE STORY FRAME 42 Sq. Ft.
J
IS FR ONE STORY FRAME,BALCONY
J
1S FR ONE STORY FRAME 72 Sq. Ft.
54 Sq. Ft.
K
GARAGE,THREE QUARTER STORY
1
GARAGE 136 Sq. Ft.
956 Sq. Ft.
M
OPEN PORCH,OPEN PORCH 260 Sq.
N
WOOD DECK 16 Sq. Ft.
/ a c)
-Z 9?
'7Z
5 4-
42
42
54
12
S (0
i 3 cf 2°
2 � �
o
3s
http://etax.nhcgov.com/Forms/Sketch.aspx?Print=1&pin=R04510-001-021-000 3/6/2012

1639 Canady Avenue, Wilmington, NC - Google Maps
Page I of I
We're changing our privacy policy and terms This Hers "wrlTuff me I
To see all the details that are visible on the
screen, use the 'Print' link next to the map.
Gougle
a
Q
Mason Landing Rd
http://maps.googic.com/maps 2/8/2012

Lc,- - 374 0 (:�o ¢ 2
This coastal architecture home has 4 bedrooms, 4 full bathrooms, 3,000+ square feet and almost 1/2
acre. As you enter the finished room over the garage, there is a huge surprise; the FROG is an entire
suite•in its own comprised of a bedroom, full bath, great room, kitchenette, private deck and entry.
Lucky Fish Lane is on a high bluff and offers a private marina for parking your boat or just hanging out.
This property has a 40 foot floating dock that is deeded solely to this home.
The area is close enough to the ocean that you can hear waves at night. Also, the kids can go to
Ogden Elementary. This is outside the City of Wilmington, so no city taxes and no HOA dues yet.
Back of Home
Master Bedroom Suite
$550.4000
KELLER
WILLIAMS
M
Casual Dining Area
Kitchen with Sit Up Granite Island
First Level Great Room
1639 Canady Road Wilmington, NC 28411
Guest Suite or Second Bonus/Bedroom/Full Bath/Kitchenette
Becky Brown [phone] [e-mail]
Details on Marsh Oaks and over 200 other area Neighborhoods
http://www.focusmattersrealty.com
7 +�
Pages Creek from the West
Pages Creek from the East or towards Intracoastal Waterway and Atlantic Ocean