SW8080107_HISTORICAL FILE_20080822

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW8 0801 0`7
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
YYYYMMDD
I.--.._.. _ _.....

Michael F, Easley, Govemor
William & Ross Jr., Secretary
North Carolina Department of Environment and. Natural Resources
Coleen H. Sullins Director
Division of Water Quality
August 22, 2008
Robert C. G. Exum
Hood Creek, LLC
PO Box 1967
Wilmington, NC 28402
Subject: State Stormwater Management Permit No. SW8 080107 MOD
Compass Pointe Temporary Drive and Commercial Center
Low Density Stormwater Project
Brunswick County
Dear Mr. Exum:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Compass Pointe Temporary Drive and Commercial Center on August 20, 2008.
Staff review of the plans and specifications has determined that the project, as proposed, will
comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW8 080107 MOD dated August 22, 2008, for the construction of the
subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject to
the conditions and limitations as specified therein, and does not supercede any other agency
permit that may be required.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact either Steve Pusey or me at [phone].
Si erely,
t'`
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/sgp: S:IWQSISTORMWATERIPERMIT1080107mod.aug08
cc: Lawrence Gilman, PE - Cape Fear Engineering, Inc.
Brunswick County Inspections
Steve Pusey
Jeff Phillips, Brunswick County Engineering
Wilmington Regional Office
Central Files
N�aone Carolina
tur�rlly
North Carolina Divisiun of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.newateraualitv.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

State Stormwater Management Systems
Permit Number SW$ 080107 MOD
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Robert C. G. Exum & Hood Creek, LLC
Compass Pointe Temporary Drive and Commercial Center
Hwy. 74, Brunswick County
FOR THE
construction, operation and maintenance of a 24% low density development in
compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the
"stormwater rules') and the approved stormwater management plans and
specifications, and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
The Permit shall be effective from the date of issuance until rescinded and shall be
subject to the following specific conditions and limitations:
I. DESIGN STANDARDS
1. This permit covers the construction of 197,103 square feet of built -upon area.
2. The overall tract built -upon area percentage for the project must be maintained at
24%, as required by Section .1005 of the stormwater rules.
3. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
4. The only runoff conveyance systems allowed will be vegetated conveyances
such as swales with minimum side slopes of 3:1 (H:V) as defined in the
stormwater rules and approved by the Division.
5. No piping is allowed except that minimum amount necessary to direct runoff
beneath an impervious surface such as a road or to provide access.
6. Roof drains must terminate at least 30 feet from the Mean High Water line of
surface waters.
Page 2 of 5

State Stormwater Management Systems
Permit Number SW8 080107 MOD
II. SCHEDULE OF COMPLIANCE
Projects covered by this permit will maintain a minimum 30-feet wide vegetative
buffer between all impervious areas and surface waters.
2. The permittee is responsible for verifying that the proposed built -upon area does
not exceed the allowable built -upon area.
3. 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.
4. Prior to the subdivision and/or sale of this project, in whole or in part, the
following deed restrictions must be recorded with the Office of the Register of
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 080107 MOD, as
issued by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. Construction of additional built -upon area in excess of 197,103 square feet
will require a permit modification.
g. Construction of additional impervious areas such that low -density
requirements are no longer met will require a permit modification prior to
construction. An engineered system will be required to collect and treat
the runoff from all built -upon area associated with the project, including
that area permitted under the low density option.
h. Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with this development, except for average driveway crossings,
is strictly prohibited by any persons.
i. A minimum 30' wide vegetated buffer area shall be provided between
surface waters and all impervious surfaces.
5. A copy of the recorded restrictions must be received in this Office within 30 days
of the date of sale.
6. Filling `in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with the permitted development, except for average driveway
crossings, is strictly prohibited by any persons.
7. Prior to the development of any future area or additional phase noted on the
approved plans for which an allocation of built -upon area has been made, a
permit modification must be submitted to and approved by the Division. The
modification must demonstrate that the built -upon area does not exceed the
maximum amount permitted under this permit and that it meets the intent of low
density development per the stormwater rules and available guidance.
Page 3 of 5

State Stormwater Management Systems
Permit Number SW8 080107 MOD
8. It has been observed that this temporary construction project is part of a larger
common plan of development. Therefore, when these plans are modified to the
final design, this project will be treated as a phase of the common plan of
development, and the associated built -upon area will be included in the overall
calculations of the common plan.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Owner or Project name change.
c, Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of the project area. The project area is
defined as all property owned by the permittee, for which Sedimentation and
Erosion Control Plan approval was sought or for which a CAMA Major permit
was issued.
f. Filling in, altering or piping any vegetative conveyance shown on the
approved plan.
g. Development of the designated future development areas.
10. Swales and other vegetated conveyances shall be constructed in their entirety,
vegetated, and be operational for their intended use prior to the construction of
any built -upon surface.
11. During construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately.
12. The permittee shall at all times provide the operation and maintenance
necessary to operate the permitted stormwater management systems at optimum
efficiency to include:
a. Inspections
b Sediment removal.
C. Mowing, and re -vegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
13. Within 30 days of completion of the project, the permittee shall certify in writing
that the project has been constructed in accordance with the approved plans.
14. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
Page 4 of 5

State Stormwater Management Systems
Permit Number SW8 080107 MOD
2
3.
4
5
GENERAL CONDITIONS
Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division of Water Quality,
in accordance with North Carolina General Statutes 143-215.6A to 143-215.6C.
The permit issued shall continue in force and effect until modified, 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 re -issuance, or
termination does not stay any permit condition.
The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules, and regulations contained in Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
This permit is not transferable to any person or entity except after notice to and
approval by the Director. The Director may require modification or revocation and
re -issuance of the permit to change the name and incorporate such other
requirements as may be necessary. In the event of a name or ownership
change, a completed Name/Ownership Change form, signed by both parties,
must The submitted to the Division of Water Quality accompanied by the
supporting rting documentation as fisted on page 2 of the form. The approval of this
requ6st will be considered on its merits, and may or may not be approved.
6. The
Dire
tran
assi
7. The
norr
stor
R
9
10
�,rmittee is responsible for compliance with all permit conditions until the
)r approves a transfer of ownership. Neither the sale of the project nor the
;r of deeded common area to a third party, such as a homeowner's
ation, constitutes an approved transfer of the stormwater permit.
,-rmittee grants permission to DENR Staff to enter the property during
I business hours, for the purpose of inspecting all components of the
eater management facility.
The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
The ilssuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may.be imposed by
othe`1 government agencies (local, state and federal), which have jurisdiction.
Unless specified elsewhere, permanent seeding requirements for the swales
must, follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
Permit issued this the 22nd day of August, 2008
NORTH,2"AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
------; ------------------------------------------------
for dolleen H. Sullins, Director
Division of Water Quality
B�,y Authority of the Environmental Management Commission
Page 5 of 5

DWQ USE ONLY
Date [received
Fee Paid
Permit Number
.Ses-0e) ����
6v$�d6w4/Q /j?4D.
2 CCe(P4132d, CObIrW+e, Cv- I 1 -o 1
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Hood Creek LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Robert C.G. Exum
3. Mailing Address for person listed in item 2 above:
P.O. Box 1967
City: Wilmington _ State:N.C. Zip: 28402
Phone: (910 ) 392-9325 Fax:
Email:
4, Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Compass Pointe Temporary Drive for project access and Commercial Center
5. Location of Project (street address):
North side of Highway 74
City: County: Brunswick Zip:28451
6. Directions to project (from nearest major intersection):
Approximately three quarters of a mile WNW of the east end of S.R. 1417 (Malmo Loop Rd.)
7. Latitu& 34° 16' 246" N Longitude:78° 06' 281" W of project
8. Contact person who can answer questions about the project:
Name: Robert C.G. Exum Telephone Number: (910 ) 392-9325
Email:
I1. PERMIT INFORMATION:
1. Specify whether project is (check one)
❑New
❑Renewal ®Modification
Form SWU-101 Version 03.27.08 Page 1 of

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number SW8 080107 and its issue date (if known)2/1/2008
3. Specify the type of project (check one):
®Low Density ❑High Density ❑Redevelop []General Permit []Universal SMP ❑Other
4. 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 ❑404/401 Permit ❑NPDES Stormwater
III. PROJECT INFORMATION
1. In the space pil'ovided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Road side ditches will divert storm water to sediment trans which will be located alone nr000sed dirt road. The
temporary sales center and parking lot will sheet flow away from the site.
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Property Area: 40.85 acres 4. Total Wetlands Area: 7.13 acres
5. 100' Wide Strip of Wetland Area: 6.20 acres (not applicable if no wetlands exist on site)
I
6, Total Project Area**: 39.91 acres 7. Project Built Upon Area: 11.33 %
8. How many draainage areas does the project have? 1
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach, an additional sheet with the information for each area provided in the same format as below.
For high density projects, complete the table with one drainage area for each eneineered stormwater device.
Basin Information!.
Drainage Area 1
Drainage Area 2
Receiving Stream
Name
Alligator Branch
Stream Class &Index
No.
C; SW
Total Drainage A
ea (sf)
40.85 Ac. (1,779,233 so
On -site Drainage {Area
(so
40.85 Ac. (1,779,233 so
Off -site Drainage Area (so
0
Existing Impervious* Area (so
0
Proposed lmpery ous�Area (so
4.52 Ac. (198,103 so
% Impervious* Area (total)
11.33
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildingsl(so
0.05 Ac. (2,112 so
On -site Streets (sf)
4.05 Ac. (176,628 so
On -site Parking (Is
f)
0.42 Ac. (18,363 so
On -site Sidewalk
(so
Other on -site (sf)l
Off -site (so
rI
Total (so:
4.52 Ac. (197,103 so
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 03.27.08 Page 2 of

10. How %�'as the off -site impervious area listed above derived? Ni A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot
number, size and the allowable built -upon area for each lot must be provided as an attachment. Forms can be
downloaded from I)t p:/ 2o2o.�nr.st�ite.nc.us/sti/bmp forms.titni - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding
on all parties and persons claiming under them, that they will run with the land, that the required covenants
cannot be changed or deleted without concurrence from the State, and that they will be recorded prior to the
sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms. Forms can be downloaded from 11ttp:III 20.eni',state.nt.LiS/Stllblllp forms.htm.
Form SW401-Lore Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401.-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Form SWU-101 Version 03.27.08 Page 3 of

VI. SUBMITTAL REQUIRE��IENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at http://112o.enr.State.nc; usisu`nisi_iiiaps.luin)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each itm.
Initials
• Original and one copy of the Stormwater Management Permit Application Form J rA I*
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if J M F
required as er Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP J
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR J 1 i
• Calculations & detailed narrative description of Stormwater treatment/management J M F
• Copy of an I applicable soils report j �,Ij F
• Two copies�of plans and specifications (sealed, signed & dated), including: J M p
- Development/ Project name
- Engineer and firm
- North arrow
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Priginal contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and Stormwater control measures
- iiWetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
-;Drainage areas delineated
-Vegetated buffers (where required)
V11. AGENT AUTHORIZATION
If you wish to d
behalf, please cc
Designated ages
Mailing Addres
City: Belville
Phone: 91� 0
Email:
to authority to another individual or firm so that they may provide information on your
e this section. (ex, designing engineer or firm)
(individual or firm): Cape Fear Engineering, Inc.
383-1
VIII. APPLICANT'S CERTIFICATION
I, (print or type nc
certify that the it
that the project v
and protective cc
NCAC 21-1.T000.
Signature:
State: NC Zip: 28451
Fax: f 1
of person listed in General Information, item 2) Robert C.G. Exum
'mation included on this permit application form is, to the best of my knowledge, correct and
be constructed in conformance with the approved plans, that the required deed restrictions
pants will be recorded, and that the proposed project complies with the requirements of 15A
C
Date: 1 -09
Form SWU-l0l I Version 03.27.08 Page 4 of

Permit No. — 0/, �q / &-
(to be provided by DIVQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 21-1 .1002(18). Low density requirements and density factors can be
found in 15A NCAC 2H .1005 through .1007, DWQ BMP Manual (2007), and Session Law 2006-246.
PROJECT INFORMATION
Project Name : Compass Pointe Temporary Drive forprojectaccess and Commercial Center
Contact Person: Robert C.G. Exum Phone Number: ( 910 ) 392-9325
Number of Lots: 1 Allowable Built Upon Area Per Lot*:
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area
for each lot. The attachment must include the project name, phase, page numbers and provide area subtotals
and totals. BUA shall be shown in units of square feet.
II. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots - the total number of lots in the subdivision.
• BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious surfaces
located between the front lot line and the edge of pavement.
Form SW40I-Low Density-Rev.2 Page I of 3

Cal
A: 1s738,602 ft2
(No
I11. REQUIRED
Initial in the spac
documentation is
documentation can
Application Form,
Page/Plan
Initials Sheet No.
-�55 4*Ec a
J56 ��IGs c.
d
sw�e e.
(SA x DF) - RA - OA = BUA
No. Lots Lot
DF: 0.24L- (RA: 176
Lots: 1 )
EMS CHECKLIST
- (OA: _20,475 ft2,) = BUA per Lot = 220,161.48 ft2
provided to indicate that the following requirements have been met and supporting
•ovided as necessary. Indicate the page or plan sheet number where supporting
found. If the applicant has designated an agent on the Stormwater Management Permit
agent may initial below.
A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse,
Tar -Pamlico, Catawba River basins, and Randleman Lake may require additional buffers.
Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to sale of any lots.
Built upon area calculations are provided for the overall project and all lots.
Project conforms to low density requirements within the ORW AEC (if applicable).
[I 5A NCAC 2H .1007(2)(b)]
Side slopes of swales are no steeper than 3:1.
Longitudinal slope of swales is no greater than 5%; calculations for shear stress and velocity
are shown if slope is greater than 5%.
J55 6ft S g! Swales are designed to carry, at a non -erosive velocity, at least the 10-year storm.
1,W - h� Swale detail and permanent vegetation is specified on the plans.
Form SW401-Low Density-Rev.2 Page 2 of 3

IV. SWALE SYSTEM MAINTENANCE REQUIREMENTS
Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time.
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections.
5. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title: Robert C.G. Exum. Member/Manaier
Address: P.O. Box 1967, Wilmington. NC-28402
Phone: [phone] Date: k S`d S
Signature: l/-J,,,7C C ,I
Note: The legally responsible parry should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I,` i.Dj xjje, a Notary Public for the State ofCWjyjgL , County of
h149yGL., do hereby certify that �0��, G . personally appeared before me this ��✓"
day of WA_and acknowledge the due execution of the forgoing infiltration basin maintenance
requirements. itnW ess my hand and official seal,
My commission expires _ l-- _ ?,Piz —
Form SW401-Low Density-Rev.2 Page 3 of 3

COMPASS POI NTE WEST TRACT
TEMPORARY DRIVEWAY AND COMMERCIAL CENTER
Low Density Storm -Water Plan Submittal
Project area/Wetland Calculations
51te Area (TOTAL) =
),779,233 56i. ft — 40.85 acres
Wetland Area (TOTAL) =
3 10,5G7 5q. ft = 7. 1 3 acres
CALCULATE PERCENT WETLANDS
WETLAND AREA
_ 3105G7.04 = 17.46 % (Use 100' rule)
51TE AREA
1 779233.00
00' PULE
Exi5ting area within a
1 00' offset of the wetland line = 2G9,93G 5q. ft. = G.20 acres
25% RULE
25% of Wetland Area = 77,G42 sq. ft. = 1.75 acres
5nce wetlands are less than 25% of the site area, the 100' rule can be used.
ONLY 2G9,93G 501. ft. G.20 acres of wetlands may be included within the project area; THEREFORE:
Total Project Area =
1,779,233 - 3 1 0,5G7 + 2G9,93G — 1 ,738,GO2 5cl. ft.
1 ,738,GO2 sq. ft. / 43,5GO scf. ft./acre = 39.91 acre5
5/9/2008
1 0 1

I
DWQ USE ONLY
Date Received
Fee Paid
Number
C
/' �IP/ermit
a CC Cr-*�PW�e Cp-- t J -a
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Hood Creek, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Robert C.G. Exum
3. Mailing Address for person listed in item 2 above:
P.O. Box 1967
City: Wilmington State:N.C. Zip: 28402
Phone: [phone] Fax:
Email:
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Compass Pointe Temporary Drive for project access and Commercial Center
5. Location of Project (street address):
North side of Highway 74 _
City: County: Brunswick Zip:2845"1
6. Directions to project (from nearest major intersection):
Approximately three quarters of a mile WNW of the east end of S.R. 1417 (Malmo Loop Rd.)
7. Latitude:34° 16' 246" N Longitude:78° 06' 281" W of project
8. Contact person who can answer questions about the project:
Name: Robert C.G. Exum Telephone Number: (910 ) 392-9325
Email:
II. PERMIT INFORMATION:
1. Specify whether project is (check one): ❑New ❑Renewal ®Modification
Form SWU-101 Version 03.27.08
Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number SW8 080107 and its issue date (if known)2/1/2008
3. Specify the type of project (check one):
®Low Density ❑High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. 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 ❑404/401 Permit ❑NPDES Stormwater
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Road side ditches will divert storm water to sediment traps which will be located along proposed dirt road. The
temporary sales center and parking lot will sheet flow away from the site.
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Property Area: 40.85 acres 4. Total Wetlands Area: 7.13 acres
5. 100' Wide Strip of Wetland Area: 6.20 acres (not applicable if no zoetlands exist on site)
6. Total Project Area**: 39.91 acres 7. Project Built Upon Area: 11.33
8. How many drainage areas does the project have? 1
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For high densi projects, com lete the table with one drainage area for each engineered stormwater device.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Alligator Branch
Stream Class & Index No.
C; SW
Total Drainage Area (so
40.85 Ac. (1,779,233 so
On -site Drainage Area (so
40.85 Ac. (1,779,233 so
Off -site Drainage Area (so
0
Existing Impervious* Area (so
0
Proposed Impervious*Area (so
4.52 Ac. (198,103 so
Impervious* Area (total)
11.33
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (so
0.05 Ac. (2,112 so
On -site Streets (so
4.05 Ac. (176,628 so
On -site Parking (so
0.42 Ac. (18,363 so
On -site Sidewalks (so
Other on -site (so
Off -site (so
Total (so:
4.52 Ac. (197,103 so
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 03.27.08 Page 2 of 4

10. Hokv was the off -site impervious area listed above derived? iV /A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot
number, size and the allowable built -upon area for each lot must be provided as an attachment. Forms can be
downloaded from http:Uh2o.enr.state.nc.us/su/bmp forms.htm - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding
on all parties and persons claiming under them, that they will run with the land, that the required covenants
cannot be changed or deleted without concurrence from the State, and that they will be recorded prior to the
sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms. Forms can be downloaded from http://h2o.enr.state.nc.us/su/bmp forms.htm.
Form SW401-Low Density
Low Density Supplement
Form SW401-Curb Outlet System
Curb Outlet System Supplement
Form SW401-Off-Site System
Off -Site System Supplement
Form SW401.-Wet Detention Basin
Wet Detention Basin Supplement
Form SW401-Infiltration Basin
Infiltration Basin Supplement
Form SW401-Infiltration Trench
Underground Infiltration Trench Supplement
Form SW401-Bioretention Cell
Bioretention Cell Supplement
Form SW401-Level Spreader
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Form SW401-Wetland
Constructed Wetland Supplement
Form SW401-Grassed Swale
Grassed Swale Supplement
Form SW401-Sand Filter
Sand Filter Supplement
Form SW401-Permeable Pavement
Permeable Pavement Supplement
Form SWU-101 Version 03 27.08 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at http://h2o.erir.statC.atc.us/sulinsi maps.htm)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one coPy of the Stormwater Management Permit Application Form i m r
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if J 14 F
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR J M i
• Calculations & detailed narrative description of stormwater treatment/management J M _
• Copy of any applicable soils report
• Two copies of plans and specifications (sealed, signed & dated), including: 3 MF
- Development/ Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section. (ex. designing engineer or firm)
Designated agent (individual or firm): Cape Fear Engineering,Inc.
Mailing Address: 151 Poole Rd., Suite 100
City:
Belville
Phone: (910 ) 383-1011
Email:
VIII. APPLICANT'S CERTIFICATION
State: NC Zip: 28451
Fax: ( )
1, (print or type name of person listed in General Information, item 2) Robert C.G. Extim
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000.
Signature: 0 6f4t C
Date: S 1 S -09
Form SWU-101 Version 03.27.08
Page 4 of 4

1�
Permit No..SGyI��lD
r Itn be provided by DPVQ
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopier) far use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in 15A NCAC 2H .1005 through .1007, DWQ BMP Manual (2007), and Session Law 2006-246.
I. PROJECT INFORMATION
Project Name : Compass Pointe Temporary Drive for project access and Commercial Center.__
Contact Person: Robert C.G. Exum Phone Number: ( 910 ) 392-9325
Number of Lots: l Allowable Built Upon Area Per Lot*:
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area
for each lot. The attachment must include the project name, phase, page numbers and provide area subtotals
and totals. BUA shall be shown in units of square feet.
I1. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots - the total number of lots in the subdivision.
• BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious surfaces
located between the front lot line and the edge of pavement.
Form SW40I-Low Density-Rev.2 Page I of 3

i
(SA x DF) - RA - OA = BUA
No. Lots Lot
Calculation:
fSA: 1,738,602 ft2 x DF: 0.24) — (RA: 176,628 ft2) (OA: 20,475 ft2) = BUA per Lot = 220,161.48 ft2
(No of Lots: l )
III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. Indicate the page or plan sheet number where supporting
documentation can be found. If the applicant has designated an agent on the Stormwater Management Permit
Application Form, the agent may initial below.
Page/Plan
Initials Sheet No.
6t,*C a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse,
Tar -Pamlico, Catawba River basins, and Randleman Lake may require additional buffers.
`�V C�K b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to sale of any lots.
.5rj$ Gfij�S c. Built upon area calculations are provided for the overall project and all lots.
=�'?5 d. Project conforms to low density requirements within the ORW AEC (if applicable).
[15A NCAC 2H .1007(2)(b)]
Sw�4 e. Side slopes of swales are no steeper than 3:1.
�F- SwEG f. Longitudinal slope of swales is no greater than 5%; calculations for shear stress and velocity
are shown if slope is greater than 5%.
3615 CAy-S g. Swales are designed to carry, at a non -erosive velocity, at least the I 0-year storm.
�;� SW - I h. Swale detail and permanent vegetation is specified on the plans.
Form SW401-Low Density-Rev.2
Page 2 of 3

IF
IV. SWALE SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time.
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections.
5. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title: Robert C.G. Exum—Member/Manager
Address: P.O. Box 1967, Wilmington, NC 28402
Phone: [phone] _ Date:
Signature: [ _'�j ;�
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of'the subdivision has been named the president.
yJ
``I,(..O T. , a Notary Public for the State of 1�(9�'FY1 L.Aat'pIN'1G1. ,County of
NP.t�I yCX_ do hereby certify that �U�e,ef- �' , m personally appeared before me this f5
day of Z� g and acknowledge the due execution of the forgoing infiltration basin maintenance
requirements. Atness my hand and official seal,
\'N�,.
SEAL
y �. p u 6 L.
Z//iygAfoveR
My commission expires_ Q.l' 24>1 Z.
Form SW401-Low Density-Rev.2
Page 3 of 3

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CAPE FEAR
Engineering, Inc.
151 Poole Road, Surto T00
. Balvi11e, NC 28451
TEL [phone]
FAX [phone]
www.capefearengineering.com
To:
INCDENR
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
Attn:
I Steve Pusey
Transmittal
Date: August 20, 2008
File: 655-051 "36"
Subject: Compass Pointe West Tract
Alligator Branch Bridge Road
And Commercial Center
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review 1 Action 1 Approval
❑ Sent via Mail ® Sent via Courier
Quantity
Drawing No.
Description
3
Copies
Plans
2
One original and one copy of Stormwater Management Permit App. Page 2
1
Page 2 of Low Density
REMARKS If you have any questions please feel free to contact this office.
CC:
File: 655-051 "36"
Cape Fear Engineering, Inc.
Signed:
Joe 86yd
Received By:
Date:
P:16551655-051-WEST COMMERCIAL ENGWdminISTORMWTRINCOENRXTransmittal-8-20-08-Pusey.doc

CAPE FEAR
Engineering, Inc.
August 19, 2008
Steve G. Pusey
NCDENR
Water Quality Section - Stormwater
127 Cardinal Dr. Ext.
Wilmington, NC 28405
RE: Compass Pointe Temporary Drive & Commercial Center
Request for Additional Information Response
DWQ Stormwater Project Number: SW8 080107
Dear Mr. Pusey:
Please find the enclosed response to your request for additional information for the above
referenced project. Also note that there have been a few changes to the plan since the last
submittal. Since the temporary sales center and gravel parking lot constitute a low
density stormwater project. The wet detention basin previously submitted has been
removed and the Stormwater runoff will now sheet flow away from the site. The other
change to the plan is that the size of the gravel parking lot has been decreased and an
additional dirt road through the site has been added. Due to these changes a new page 2
of the stormwater application and an updated low density supplement has been included
in this submittal.
As for your request for additional information please note these responses:
1. Spot elevations have been added to the plan in and around the parking lot for
clarification of the stormwater flow path.
2. There is to be no curb around the parking lot at this time. The parking lot is being
designed in a crown to sheet flow away in all directions. A cross section detail of
the parking lot has been added to the plan. The entire site is now the drainage
area and no area of the project is of such high density that it threatens water
quality.
3. There is no subsurface collection system for this site at this time and with the
removal of the pond all runoff should sheet flow away from the buildings.
4. To our best knowledge, all revised calculations, plans, supplements, and details
have been updated correctly. Also, with the removal of the wet detention basin
please discard those forms and calculations.
P:1655165� 1�i�d& ��i ���SL16R�?�IY� TR1 ��R�i4X ��1 -1045
www.ca pef6arengineering. com

All revised sheets, plans, calculations and forms have been included and I trust this
information to be sufficient for your review and approval. If you have any questions or
require additional information, please contact this office. Thanks for your timely review.
Sincerely,
'4�*
Joe Boyd
cc: File
P:16551655-051-WEST COMMERCIAL ENG1AdminISTORMWTRINCDENRIItr_NCDENR_Pusey_081108.doc

0
�0� W A rF9Q�
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
Division of Water Quality
Robert C.G. Exum
Hood Creek, LLC
PO Box 1967
Wilmington, NC 28402
July 31, 2008
Subject: Request for Additional Information
Stormwater Project No. SW8 080107
Compass Pointe Temporary Drive & Commercial Center
Brunswick County
Dear Mr. Exum:
The Wilmington Regional Office received a State Stormwater Management Permit Application
for Compass Pointe Temporary Drive & Commercial Center on June 11, 2008. A preliminary
review of that information has determined that the application is not complete. The following
information is needed to continue the stormwater review:
To provide clarification of stormwater flow path, please provide proposed
contours and/or spot elevations for perimeter of parking area, entrance to parking
area, and proposed buildings.
2. Please provide details on curb around parking area. Explain and show on plans
how runoff will be channeled into the forebay. Note that runoff must sheet flow
into the forebay to prevent erosion.
3. All roof drainage must be directed to the pond. Please show collection lines
draining to forebay, if applicable.
4. Please note that a revision to one number may have a domino effect on other
numbers, which may require revision of the applications, calculations,
supplements, plans, details, and associated documentation. Please verify all
numbers are correct to ensure consistency in the application documents.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to August 22, 2008, 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.
No�hCarolina
alurally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www,ncwaterqualit.Y nrg Fax [phone]
An Equal CpportunitylAffirmative Action Employer— 50% Recycled110% Post Consumer Paper

Robert C.G. Exum
July'31, 2008�
Stormwater Application No. SW8 080107
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.
original documents must be returned or new originals must be provided. Copies are
acceptable. Ifjyou have any questions concerning this matter please feel free to call
at [phone] or email me at [e-mail].
Sincerely,
Steve G. Pus, ey
Environmental Engineer
ENBIsgp: IS:IWQSIST0RMWATERIADDINFO\2008\080107mod.ju108
CC: Lawrence Gilman, PE - Cape Fear Engineering, Inc.
Steve Pusey
q ilmington-Regional-Office=
All
not
me
Page 2 of 2

Stormwater Design Narrative and Calculations
Subject:
COMPASS POINTE
Temporary drive/access and Commercial Center
Brunswick County, North Carolina
Prepared for
Hood Creek, LLC
F.O. Box 1967
Wilmington, NC 28402
[phone]
Date: May 2008
SEA
03058- 9
Prepared by
Cape Fear Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
[phone]

DESIGN tVARRA TI VE
General:
The project site is designed to be a low density development located on the north side of US
Highway 74/76 approximately one -tenth of a mile WNW of the east end of Malmo Loop Road
(SR 1417) within Brunswick County, North Carolina. The project area to be disturbed is
approximately 7.75 acres, including the sediment trap areas and stormwater pond. Drainage
considerations are to be in accordance with NC DWQ storm water requirements.
The intent of this project is to develop a temporary sales center with a septic system, a gravel
parking lot and provide vehicular access, for construction vehicles, to the bridge crossing
Alligator Branch. The road will be constructed of gravel through the entire length. Access from
the north end will be through the area north and east of the crossing which is presently operating
on a separate clearing and grubbing permit.
Existing Site:
Site topography in the area is relatively flat. There is a ridge that transects the property south of
the branch. Slopes are typically less than five (5) percent with the steeper slopes being adjacent to
the branch. The area from the transecting ridge toward the wetlands is divided into small, easily
manageable drainage sub -areas by several more ridges that run from the main ridge — west to the
wetland boundary. Vegetation consists of a loblolly pine — oak Canopy with the understory
including dogwoods, sassafras, huckleberry, panicum grasses and lichens. Subsurface soils are
mapped as Baymeade and Blanton fine sands. These soils are well -drained to moderately well
drained soils which have typically slow surface run-off. In the area along the branch the soils are
mapped as Muckalee Loam (hydric). It is our intention to disturb this area very little and to
control any sediment -laden run-off with silt fences along the wetland boundary.
Proposed Improvements:
Improvements proposed include a temporary structure, a septic system and a gravel parking lot.
Previously permitted is a 26' wide temporary gravel access road with a 10,000 foot square gravel
pad to "set-up" construction equipment and as a storage area for the materials necessary for the
construction of the raised bridge.
Drainage Calculation Considerations:
Drainage for the sales center and parking lot should sheet flow from the building and parking lot
into the wet detention basin that should drain to the surrounding wetlands at the north end of the
site. Drainage on the rest of the site will sheet flow to and across the road to a roadside swale or
to silt fences where the slopes are flatter and near the top of the drainage divides.

Erosion Control Considerations:
The road -side swales will convey run-off to the temporary sediment traps. Areas that are flatter
and near the top of the drainage divides will be protected with silt Fence and in one case a
temporary diversion will direct run-off from a swale to a sediment trap. All the areas are naturally
small and manageable. Disturbance will be held to a minimum. Also, any area drainage to the
wet detention pond should provide ample sediment storage and will be utilized as a temporary
sediment basin during construction. Once complete the gravel from the roadway will be
removed from the area and disposed of properly. The disturbed area will then be filled with the
topsoil strippings from the future permanent road, and fertilized, mulched and seeded according
to the specifications and season.
Erosion Control Measures and Sequence:
a. Temporary construction entrance.
b. Temporary sediment basins.
C. Silt fence.
d. A temporary diversion earthen dike.
e. Temporary seeding should construction be halted for the specified time limit (refer to
specifications)
f. Temporary erosion control measures shall not be removed until the future road has been
completed and the area is restored to it's previous condition a good vegetative ground
cover has been established.
Maintenance Considerations:
During construction, the Contractor shall be required to inspect and repair as needed all erosion
control devices after any significant rain event. Any measure found not performing its intended
function should be repaired immediately, Upon completion of construction and establishment of
permanent ground cover, the Owner shall be responsible for maintenance on the project site.

Erosion Control Specifications

Erosion and Sedimentation Control
L01 General: The contractor shall be responsible for erosion and sedimentation
control within the construction limits; for prevention of sediment laden runoff leaving the
construction limits or entering ditches, streams or water impoundments; and for
implementation of necessary erosion and sedimentation control measures to meet the
requirements of the North Carolina Department of Environment, Health, and Natural
Resources. The Contractor shall also be responsible for all damages or fines resulting
from erosion or sediment laden runoff in the execution of his contract.
1.02 Construction Sequence: While the use of erosion and sedimentation control
devices is especially important on areas of steep topography, easily erodible soils and
sites in close proximity to water courses throughout the construction period, the control
measures should be installed prior to the commencement of land clearing and shall be
fully maintained and periodically inspected until final restoration and stabilization is
completed. Un-restored cleared areas shall be kept to a minimum. Disturbed areas
ahead of construction shall only be accomplished on those segments for the shortest
practical distance as required for continual progress.
Final restoration shall not be delayed until completion of the project but will be carried
out in phases as the work proceeds. Under no circumstances will any areas be left
denuded for more than (30) thirty calendar days without some form of stabilization until
final restoration is complete.
1.03 Sedimentation: Control Measures: The following are some of the sediment
control devices or measures that may be required to prevent sedimentation of streams,
water courses, or drainage structures:
1. Earth berms and/or diversion and intercept ditches.
2. Sediment traps
3. Silt fences - not to be placed in streams or ditches perpendicular to flow.
4. Temporary diversion earthen dike
5. Gravel construction exit r
1.03.1 Erosion Control Measures: Some of the soil erosion control measures which
may be required in this contract are:
l . Earth slope protection
2. Diversion channels
3. Preservation of existing vegetation
4. Matting of re -seeded areas
1.03.2 Detail Drawing: Examples of sedimentation and erosion control details are
shown in these plans for installation at locations designated on the plans or as otherwise
required by the regulating agency, or the owner as work proceeds.

1.04 Stream Protection: Where construction activities are necessary in close
proximity to streams, and other waterways, they shall be performed in a manner that does
not contribute to degradation of or blockage of the stream -flow. In order to prevent
possible degradation or blockages, the contractor shall be required to:
1. Keep all construction debris, excavated materials, brush, rocks, refuse and topsoil
as far from these waterways as possible. Restrict machinery operation or stream
crossings in waterways to the extent necessary for construction of utilities crossings.
2. If construction work areas are necessary in a waterway, they shall be protected as
indicated on the plans.
1.05 Construction Access: The travel of equipment to and from the construction
areas shall be minimized not only to protect areas that will not be denuded, but also to
prevent the spreading of sediment within and outside of the construction areas.
Therefore, special construction equipment travel corridors will be established for this use
and instructions shall be issued for their use. Use of these corridors must be fully
enforced. Other non -essential traffic will be restricted or discouraged. Indiscriminate
and convenience traffic shall not be allowed.
1.06 Stockpile/Barrow Areas: The Contractor shall be responsible for selecting,
obtaining and maintaining stockpile or borrow areas which he may require to complete
the contract. He is also required to design and incorporate all necessary sediment and
erosion controls measures necessary to prevent erosion and contribution of sediment to
adjacent areas. The Contractor is responsible to obtain all necessary permits or approvals
for borrow or spoil areas outside the construction limits.
1.07 Disposal of Excess Water From Excavations: The Contractor shall practice
management of excess water pumped from excavation to reduce the production and
spreading of sediment. Pumped water shall be discharged onto stabilized surfaces and
allowed to filter through existing vegetation; if possible, otherwise, additional control
measures may be necessary. If ditches are required to remove pumped water Frorn
construction excavations, they shall be given the same consideration as any other man-
made waterway and they shall be stabilized as to not degrade and produce sediment.
1.08 Excavation and Backfill: Excavation shall be closely controlled and all the
material removed from the excavation shall be selectively stockpiled in areas where a
minimum of sediment will be generated and where other damage will not result from the
piled material. Drainage ways shall be protected at all times and the placement of
material in Drainage ways for convenience shall not be allowed. Backfilling operations
shall be performed in such a manner that remaining trees are not damaged.
1.09 Final Grading and Seeding: Finish grading, top -soiling, seeding and/or sodding
shall be performed after the construction phase is complete. Permanent vegetation of the
areas, that have been disturbed, shall be re-established as rapidly as possible. If the
completion of the construction activities do not coincide with a season in which
permanent vegetation can be generated, an interim or temporary program is required.
This shall include soil conditioners and mulching as necessary for soil stabilization. In
any case, sediment and erosion controls shall be installed promptly and their maintenance
assured.

1.10 Approval: The approved Erosion Control Plan will be provided by the O�,�ner.
Any standard conditions relating to soil erosion and sediment control issued to the
Contractor as a part of any permits shall be available at the job site at all times.

Pond and Swale Calculations

1,L'FI rD_ - \iT iC)m .5A51\i :)AT.'l, 5IJ--06
P20.,IECT NO.35 05
�11iVY 74 WF--5T FROJEC T - COIi\/li\ lE2CIAL 51 T � ,J70ND
DE51GNED 5Y: J55
DRAINAGE AREA (AJ) =
245,604
5Q, FT
IMPERVIOU5 AREA (AI):
BUILDINGS:
2,1 1 2
50, FT
PARKING:
44,431
5Q. FT
51DEWALK5:
0
50. FT
OFF-51TE
0
50, FT
FUTURE:
49,321
50. FT
TOTAL:
95,8G4
50. FT
PERCENT IMPERVIOU5 (1):
I = Ad/Al = 39.0007o (SAY 3901c)
CALCULATE AVERAGE DEPTH (Davg):
5Eff AVERAGE DEPTH CALCULATION 5PREAD5hEET FOR COMMERCIAL POND
CALCULATE REQUIRED 5URFACI! AREA AT PERMANENT POOL:
POND 5MALL 1AVE AN AVERAGE DEPTH OF 3, 5' AND B1~ DE51GNED TO REMOVE 30070 T55,
INTERPOLATION OF TABLE 1 0-3 IN NCDENR STORMWATER 5MP MANUAL
% IMP.
AVERAGE DEPTH (FT)
3.0
3.5
3.5
30
3.50
3.00
3.00
39
4.40
3.90
3.90
40
4.50
4.00
-T.00
5A/DA= 3,90%Q
5AREo.= 9,58G 5F. = 0.22 AC
SURFACE AREA PROVIDED AT PERMANENT POOL (ELEV. 5 1 .5) = 9,821 5F
5A PROV'D= 9,82 1 > 9,58G =5A REQ'D OK
COMMERCIAL POND
DATA 5NEET
PAGE I OF 4
PAG55\C55-05 I -WE5T COMMERCIAL ENG1CaIcslSW1COMIvIERCIAL-PONp 4-7-06.x1s

,ZEOIJI,'E0 �iOLI���,l= (51�i1PL- �,1=T, �0�� 5" T O�,,I
Zv=0.00.005'(1)
ev= 0.401 001 G
VOLUME= 1 .5"'Rv"Ad = 0.282851 AC -FT
= 1 2,32 1 F T^ 3
VOLUME PZOVIDED AT T 1=NIPORARY POOL:
INCREM.
TOTAL
SA (5P)
VOL. (Cf)
VOL. (CF)
51 .5
5,821
0
0
52
12,251
5,516
5,518
53
14,305
13,273
18,795
54
1 G,4GG
1 5,387
34,1(54
54.5
17,582
8,512
42,G9G
MINIMUM TEMP. POOL
ELEVATION ffROM
SIMPLE METHOD VOLUME):
REQ'D EL. =
52.G
VOL. PKOV'D = I3,48G CE
TEMP, POOL ELEVATION:
OUTLET EL. = 54,50
VOL. PROV'D = 42,G9G CP
NOTr=_ SINCE THE ELEVATION OF THE NEXT AVAILA51.E OUTLET ABOVE THE NORMAL
POOL 15 GREATER THAN THE MINIMUM TEMP. POOL ELEVATION, THE OUTLET
ELEVATION 15 THE TEMPORARY POOL ELEVATION.
VOL. PROV'D= 42,G9G 12,321 =VOL. KEQ'D OK
COMMERCIAL POND
DATA S�ZtT
PAGE 2 OF 4
PAG551G55-05 I -WE5T COMMERCIAL ENGICalcr, 5VACOMMERCIAL-POND 4-7-08..dB

PEZNiIANLN I POOL VOLUiMff
�J-
SA (5F)
45
2,738
46
3,476
47
4,240
48
5,030
49
5,644
50
6, 684
51
7,543
5 1 .5
5,82 1
REQ'D VOLUME = 20% TOTAL =
Cl IECK i OREBAY VOLUME:
EL
5A (5F)
45
444
46
636
47
855
48
1,101
49
I ,375
50
i ,677
51
2,006
(2: 1 C01N T OUR5)
INC'PIE NI.
TOTAL
VOL. (CF)
VOL. (CF)
0
0
3,107
3, 107
3,855
6,965
4,635
I I ,600
5,437
17,037
6,264
23,301
7,1 1 6
30,417
4,342
34,760
6,952
CF
(2:1 CONTOURS)
INCREM.
TOTAL
VOL, (Cf)
VOL. (CF)
0
0
540
540
745
I,285
978
2,263
I ,238
3,501
I ,526
5,027
1,842
6,869 (5A REQ'T MET!)
PROV'D VOLUME = 6,869 CF (6' DEEP EOREBAY)
VOL. PROV'D= 6,869 - 6,952 =VOL. REQ'D OK
COMMERCIAL POND
DATA SHEET
PAGE 3 OF 4
P:\G551655-051 -WEST COMMERCIAL ENGICalcs\5W\COMMERCIAL-POND 4-7-08.x1s

O.K!1 ICL 5IZi',IG: ��',fQ'J �I1i\il = 2-- IDA 5
N TL: ORIFICE 5iZED TO DRWjVDO0/N T`1E A.RY POOL IN 2-5 DAY5
02= 0.07130 Cf=S (FOR 2 DAY DRAWDOWN)
05= 0.02852 CF5 (FOR 5 DAY DRAWDOWN)
ORIFICE EL.= 51 .5 (PERM. POOL EL.)
TEMP, POOL EL. = 54.50 (OUTLET EL.)
ORIFICE DIAMETf~R = 1.5 fI.
Q PROV'D= Cd'A'(2c�h) ^ 1 /2 MIEKE: Cd= 0.G
A= 0.01 227 5F
g= 32.2 FP5/5
h= (TEMP POOL -NORMAL POOL)/3
= I
Q PROV'D= 0,05909
Q2> 0.05909 >Q5 OK
DRAWDOWN TIME:
TIME = VOLUME
Q PROV'D
2.41 DAYS
COMMERCIAL POND
DATA SHEET
PAGE 4 OF 4
PAG551G55-051 -WEST COMMERCIAL ENG1CaIC515W\COMMEPCIAL-POND 4-7-OS.x15

AVERAGE DEPTH CALCULATION
DE51GN CALCULATION5 FOR
HWY 74 WE5T PROJECT - COMMERCIAL 51TE POND
DEPTH
(FT)
SURFACE AREA
AT DEPTh.
(5F)
INC. VOL.
AT DEPTH.
(CP)
TOTAL. VOL.
AT DEPTH.
(CF)
AVG.DEPTh
(PT)
0.0
9,62 f
0
0
0.00
0.5
7,549
4,342
4,342
0.44
1.5
G,G84.
7,1 f G
1 1,459
1, 1 7
2.5
5,544
G,2G4
17,723
1.80
3.5
5,030
5,437
23,159
2.3G
4.5
4,240
4,G35
27,794
2.83
5.5
3,47G
3,656
3 1 ,G53
3.22
G.5
2,738
3,107
34,7GO
3.54
7.5
8.5
9.5
10.5
I 1 .5
12.5
13,5
14.5
15.5
1 G.5
P:\G551G55-05 I -WEST COMMEKCIAL =NG\CaIG5`5W\COMMERC€AL-POND 4-7-0,5.xl5
DATE:
4/7/2008
PROJECT NO.:
G55-05 1
DE5IGNED BY:
J5B
COMMERCIAL POND
AVG. DPP1'hl
PAGE I OF 1

COMPASS POINTE WEST TRACT -
TEMPORARY DRIVEWAY AND COMMERCIAL_ CENTER
Low Den5lty Storm -Water Plan Submittal
Ditch Calculation5
l-
��N"
=�
Yi
7TS
IJ
mS lbYColumn
-2
s
1
ramage
mpervious
rase no oe .
ime- o onc.
1
n ensi y
owra e
eng
e1g
ope
ept e oclty
DITCH
Area {ac}
Area {ac)
Area (ac)
Tc (min)
I 1 0 (1n/hr)
Q {cfs)
L (ft)
h (ft}
5
y (ft)
1
0.96
0.22
0.74 0,31
20
5.04
1.52
344
3-7
0.011
0.41
I.76
2
0.90
0.18
0.72 0.30
12
6.00
1.62
300
®
0.027
0.3G
2.54
3
1.55
O.IB
I.37
0.26
14
5.73
2.29
300
2.7
0.009
0.50 J.F
I.BLI
4
1.56
0.09
1.47
0.23
10
6.30
2.25
150
®
0.027
0-40
2.7G
5
2.6 I
0.77
f .84
0.35
24
4.67
4.23
476
8.3
0,017
0.55
2,75
6 1
0.3-3
0.10
0.2-3
0.35
911
6.46 IFO.75
152
3.6
0.024
0.27 12.00
.I-
See sheet
- - . J- - -..
2 of 2 "Sample Calculations"
.--- --
for calculation
- - -
procedure
- - -
- -
- --- -
- -----
- - - -- - -
FAG551G55-05 I -WE5T COMMERCIAL IfNG\CaIc5OW1
5wale-Calcs-10-30,07-6
4l2312006
1 of ;-

Sheet 2 of 2
Sample Calculations (Ditch 91)
Columns correspond to attached spreadsheet.
C Column`<4::+
C = Composite rational runoff coefficient = (Impervious area (Colin_ �2�j * 0.70 +
Pervious area Coco umn `=3 �'� * 0.20)/ Drainage area Golu' n'�"' 1 <'a = 0.31
The Flow -rate was calculated using the following Intensity equation:
Ito (Colub4) (Wilmington IDF)
110 = Rainfall intensity (in/hr) = 252 = 5.04 in./hr
(T,� + 30)
Tc Colu' n3F� 5 ) = Time of concentration min
Tc = 20 min.
Q (Colump `�•7 ���)
Flow rate c s = C Calu n,f * 1 Column 6 + * A Colin rrrn#1 y;'�
Q rf) (..� ..� (. , ......, ( )
= 0.31 * 5.04 in/hr * 0.96 ac = 1. 52 cfs
The depth of flow tivas calculated by reworking the following equations:
Depth (C674rrin:,V1 ; _)
Depth (ft) = y
Use Allanning's equation to solve for y:
1. =�9
Q= A*RY *Sy=1.52cfs
n
Storm�vater Calculations

n = Allanning's roughness coefficient = 0.03
A = Cross sectional area of flow (sf) = (Bottom width * Depth) + (Side slope ratio
Depth') = 0 + 5 y'-
R = Hydraulic radius (ft) = P
P = Wetted perimeter (ft) = Bottom width + 2 * Depth* 1 + Side slope ratio'
= 0 + 2y 1 + 5' therefore R = 0. 49y
L (= olumn $?gym) = Length of run 61t) = 34 t ft
H (Colu 9) = Elevation change (ft) = 3. 7 ft
S (Coluinn4 i10) = Longitudinal slope (ft/ft) = 0.011
Reformulate Manning's equation:
y=0.41ft
The velocity was calculated using the following equation:
Velocity 116l� a nn�'"1�2:�'
V = Velocity (fps) V = Q =1.78 fps
IDF Equation from H. R. Malcom, P. E. — December 31, 1992 — attached
Run-off Coefficient: Pervious areas —from H.R. Malcom, P.E.
Woods — sparse ground litter — 0.20
Brunswick County Storm -Water 1Llanual
Gravel Road (same as brick) — 0.70
Time of concentration derived from Table 5.3 Mean Flow Velocity (Brunswick County SW
Allanual) *For Gravel Roads a median value between Pavement/Concrete and Graded Bare
Ground was used.
5tormwater Calculations

Pre and Post Calculations

Hydraflow Table of Contents
PRE-POS r.gpw
Hydraflow Hydrographs Extension for AutoCADO Civil 300 2008 by Autodesk, Inc. v6.052 Friday, �Llay 9, 2008
Watershed Model Schematic............................................................................. 1
- Year
SummaryReport................................................................................... .............
HydrographReports.......................................................................................................... 3
Hydrograph No. 1, SCS Runoff, PRE DEVELOPMENT .................................................. 3
Hydrograph No. 3, SCS Runoff, POST DEVELOPMENT... ............................................ 4
Hydrograph No. 5, Reservoir, ROUTE-POST-THRU-POND........................................... 5
Pond Report - COMMERCIAL POND......................................................................... 6

Watershed Model S c h e m - lydrrflow Hydrographs Extension for AutoCAD(7 Civil 3D® 2008 by Autodesk. Inc. v6.052
Legend
Hyd• Origin Description
1 SCS Runoff PRE DEVELOPMENT
3 SCS Runoff POST DEVELOPMENT
5 Reservoir ROUTE-POST-THRU-POND
Project: PRE-POST.gpw
Monday, Apr 28, 2008

Hydrograph Summary Re PyHra-ilow Hydrograpns Extension for AutoCAD© Civil 300 2008 by Autodesk, Inc. v6.052
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
(cuft)
Hydrograph
description
1
SCS Runoff
0.091'
5
B75
2,435
—
------
------
PRE DEVELOPMENT
3
SCS Runoff
0.380
5
775
5,676
— -
—
------
POST DEVELOPMENT
5
Reservoir
0.035
5
1465
5,51E
3
51.90
4,457
ROUTE-POST-THRU-POND
PRE-POST.gpw
Return Period: 1 Year
Friday, May 9, 2008

K3
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCADCD Civil 3D® 2008 by Autodesk, Inc. v6.052
Hyd. No. 1
PRE DEVELOPMENT
Hydrograph type = SCS Runoff
Storm frequency = 1 yrs
Time interval
= 5 min
Drainage area
= 5.640 ac
Basin Slope
= 0.8 %
Tc method
= LAG
Total precip.
= 3.70 in
Storm duration
= 24 hrs
Friday, ?lay 9, 2008
Peak discharge = 0.091 cfs
Time to peak
= 14.58 hrs
Hyd. volume =
2,435 cult
Curve number =
45
Hydraulic length =
500 ft
Time of cone. (Tc) =
51.80 min
Distribution =
Type III
Shape factor =
484
PRE DEVELOPMENT
0 (cfs) Hyd. No. 1 -- 1 Year 0 (cis)
0.10
0.09
0.08
0.07
0.06
0.05
0.04
0.03
0.02
0.01
0.00 -
0 2 4
Hyd No. 1
0.10
0.09
0.08
0.07
0.06
0.05
NO 0.04
0.03
0.02
0.01
0.00
6 8 10 12 14 16 18 20 22 24 26
Time (hrs)

4
Hydrograph
Report
Hydraflow Hydrographs Extension for AutoCADO Civil 3D® 2008 by Autodesk, Inc. v6,052 '
Friday, Ulay 3, 2008
Hyd. No. 3
POST DEVELOPMENT
Hydrograph type
= SCS Runoff
Peak discharge =
0.380 cfs
Storm frequency
= 1 yrs
Time to peak =
12.92 hrs
Time interval
= 5 min
Hyd. volume =
5,676 cuft
Drainage area
= 5.640 ac
Curve number =
51
Basin Slope
= 0.8 %
Hydraulic length =
500 ft
Tc method
= LAG
Time of conc. (Tc) =
44.40 min
Total precip.
= 3.70 in
Distribution =
Type III
Storm duration
= 24 hrs
Shape factor =
484
POST DEVELOPMENT
Q (cfs) Q (cfs)
Hyd. No. 3 -- 1 Year
0.50
0.45
0.40
0.35
0.30
0.25
0.20
0.15
0.10
0.05
0.00
0 2 4
- Hyd No. 3
0.50
0,45
0,40
0.35
0,30
0.25
0.20
0.15
0,10
0.05
0.00
6 8 10 12 14 16 18 20 22 24 26
Time (hrs)

5
Hydrograph
Report
Hydraflow Hydfographs Extension for AutoCAD® Civil 3D® 2008 by Autodesk, Inc. v6.052
Friday, May 9, 2008
Hyd. No. 5
ROUTE-POST-TH RU-POND
Hydrograph type
= Reservoir
Peak discharge
= 0.035 cfs
Storm frequency
= 1 yrs
Time to peak
= 24.42 hrs
Time interval
= 5 min
Hyd. volume
= 5,518 cult
Inflow hyd. No.
= 3 -POST DEVELOPMENT
Max. Elevation
= 51.90 ft
Reservoir name =
COMMERCIAL POND
Max. Storage
= 4,457 cult
Storage Indication method used.
Q (cfs)
0.50
0.45
0.40
0.35
0.30
0.25
0.20
0.15
0.10
0.05
000
ROUTE-POST-THRU-POND
Hyd. No. 5 -- 1 Year
Fit .i
r
Lr .
0 15
- Hyd No. 5
30 45 60
Hyd No. 3
Q (cfs)
0.50
0.45
0.40
0.35
0.30
0.25
0.20
0.15
0.10
0.05
O.00
75 90 105 120 135 150
Time (hrs)
I_TJ1l_Ci] Total storage used = 4,457 cult

Pond Report
Hydraflow Hydrograpns Extension for AutoCADOO Civil = 2006 by Autodesk. Inc. v6.052
Friday, May 9. 2008
Pond No. 1 - COMMERCIAL POND
Pond Data
Contours - User -defined contour areas. Average end area method used for volume calculation. Begining Elevation = 51.50 ft
Stage 1 Storage Table
Stage (ft) Elevation (ft) Contour area (sgft)
Incr. Storage (cult)
Total storage (cult)
0.00 51.50 9,821
0
0
0.50 52.00 12,251
5,518
5,518
1.50 53.00 14.308
13,280
18,798
2,50 54.00 16,466
15,387
34,185
3.50 55.00 18,724
17,595
51,780
4.50 56.00 21,083
19,904
71,683
Culvert 1 Orifice Structures
Weir Structures
[A]
[B]
[C]
[PrfRsr]
[A]
[B]
[C]
[D]
Rise (in)
= 0.00
1.50
0.00
0.00
Crest Len (ft)
= 0.00
15.00
0.00
0-00
Span (in)
= 0.00
1.50
0.00
0,00
Crest El. (ft)
= 0.00
54.50
0.00
0.00
No. Barrels
= 0
1
0
0
Weir Coeff.
= 3,33
2.60
3.33
3.33
Invert Et. (ft)
= 0.00
51.50
0.00
0.00
Weir Type
= ---
Broad
-
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)
= 0.000 (by Contour)
Multi -Stage
= n/a '
No
No
No
TW Elev. (ft)
= 0,00
NOW Culvert/Orifice outflows are analyzed under inlet (ic) and outlet (oC) control, Weir risers checked For orifice conditions (ic) and submergence (s).
Stage (ft) Stage 1 Discharge Elev (ft)
5.00 56.50
4.00 55.50
3.00 - 54.50
r
2.00 - 53.50
1.00 - 52.50
0.00 51.50
0.00 7.00 14.00 21.00 28.00 35.00 42.00 49.00 56.00 63.00 70.00 77,00
Total 0 Discharge (cfs)

COMPASS POI NTE WEST TRACT
TEMPORARY DRIVEWAY AND COMMERCIAL CENTER
Low Den5it 5torm-Water Plan Submittal
Project area/Wetland Calculations
51te Area (TOTAL) =
1,779,233 561. ft = 40.55 acres
Wetland Area (TOTAL) =
3 10,5G7 5q. ft = 7.13 acres
CALCULATE PERCENT WETLANDS
WETLAND AREA
3105G7.04
_
_ = 17AG % (Use 100' rule)
SITE AREA
1 779233.00
! 00' RULE
Ex15tlnq area within a
1 00' offset of the wetland line = 2G9,93G 5q. ft. = C.20 acres
25% RULE
25% of Wetland Area = 77,G42 5q. ft. = 1.78 acres
51nce wetlands are 1e55 than 25% of the 51te area, the 1 00' rule can be used.
ONLY 2G9,93G 5q. ft. G.20 acres of wetlands may be included within the project area; THEREFORE:
Total Project Area =
1 ,7713,233 - 3 1 0,5G7 + 2G9,93G = 1 ,738,GO2 5q. ft.
1 ,738,GO2 5q. ft. / 43,5GO 5q. ft./acre = 39.91 acre5
5/5/2006
I ul I

State Stormwater Management Systems
Permit Number SW8 080107 MOD
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Robert C. G. Exum & Hood Creek, LLC
Compass Pointe Temporary Drive and Commercial Center
Hwy. 74, Brunswick County
FOR THE
construction, operation and maintenance of a 24% low density development in
compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the
"stormwater rules") and the approved stormwater management plans and
specifications, and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
The Permit shall be effective from the date of issuance until rescinded and shall be
subject to the following specific conditions and limitations:
I. DESIGN STANDARDS
1. This permit covers the construction of 197,103 square feet of built -upon area.
2. The overall tract built -upon area percentage for the project must be maintained at
24%, as required by Section .1005 of the stormwater rules.
3. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
4. The only runoff conveyance systems allowed will be vegetated conveyances
such as swales with minimum side slopes of 3:1 (H:V) as defined in the
stormwater rules and approved by the Division.
5. No piping is allowed except that minimum amount necessary to direct runoff
beneath an impervious surface such as a road or to provide access.
6. Roof drains must terminate at least 30 feet from the Mean High Water line of
surface waters.
Page 2 of 5

State Stormwater Management Systems
Permit Number SW8 080107 MOD
II. SCHEDULE OF COMPLIANCE
Projects covered by this permit will maintain a minimum 30-feet wide vegetative
buffer between all impervious areas and surface waters.
2. The permittee is responsible for verifying that the proposed built -upon area does
not exceed the allowable built -upon area.
3. 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.
4. Prior to the subdivision and/or sale of this project, in whole or in part, the
following deed restrictions must be recorded with the Office of the Register of
Deeds:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 080107 MOD, as
issued by the Division of Water. Quality under NCAC 21-1.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. Construction of additional built -upon area in excess of 197,103 square feet
will require a permit modification.
g. Construction of additional impervious areas such that low -density
requirements are no longer met will require a permit modification prior to
construction. An engineered system will be required to collect and treat
the runoff from all built -upon area associated with the project, including
that area permitted under the low density option.
h. Filling in or piping of any vegetative conveyances (ditches, swales,.etc.)
associated with this development, except for average driveway crossings,
is strictly prohibited by any persons.
i. A minimum 30' wide vegetated buffer area shall be provided between
surface waters and all impervious surfaces.
5. A copy of the recorded restrictions must be received in this Office within 30 days
of the date of sale.
6. Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with the permitted development, except for average driveway
crossings, is strictly prohibited by any persons.
7. Prior to the development of any future area or additional phase noted on the
approved plans for which an allocation of built -upon area has been made, a
permit modification must be submitted to and approved by the Division. The
modification must demonstrate that the built -upon area does not exceed the
maximum amount permitted under this permit and that it meets the intent of low
density development per the stormwater rules and available guidance.
Page 3 of 5

State Stormwater Management Systems
Permit Number SW8 080107 MOD
8. It has been observed that this temporary construction project is part of a larger
common plan of development. Therefore, when these plans are modified to the
final design, this project will be treated as a phase of the common plan of
development, and the associated built -upon area will be included in the overall
calculations of the common plan.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Owner or Project name change.
c. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of the project area. The project area is
defined as all property owned by the permittee, for which Sedimentation and
Erosion Control Plan approval was sought or for which a CAMA Major permit
was issued.
f. Filling in, altering or piping any vegetative conveyance shown on the
approved plan.
g. Development of the designated future development areas.
10. Swales and other vegetated conveyances shall be constructed in their entirety,
vegetated, and be operational for their intended use prior to the construction of
any built -upon surface.
11. During construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately.
12. The permittee shall at all times provide the operation and maintenance
necessary to operate the permitted stormwater management systems at optimum
efficiency to include:
a. Inspections
b Sediment removal.
C. Mowing, and re -vegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
13. Within 30 days of completion of the project, the permittee shall certify in writing
that the project has been constructed in accordance with the approved plans.
14. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
Page 4of5

State Stormwater Management Systems
Permit Number SW8 080107 MOD
III. GENERAL CONDITIONS
Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division of Water Quality,
in accordance with North Carolina General Statutes 143-215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until modified, revoked or
terminated.
3. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance, or
termination does not stay any permit condition.
4. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules, and regulations contained in Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
5. This permit is not transferable to any person or entity except after notice to and
approval by the Director. The Director may require modification or revocation and
re -issuance of the permit to change the name and incorporate such other
requirements as may be necessary. In the event of a name or ownership
change, a completed Name/Ownership Change form, signed by both parties,
must be submitted to the Division of Water Quality accompanied by the
supporting documentation as listed on page 2 of the form. The approval of this
request will be considered on its merits, and may or may not be approved.
6. The permittee is responsible for compliance with all permit conditions until the
Director approves a transfer of ownership. Neither the sale of the project nor the
transfer of deeded common area to a third party, such as a homeowner's
association, constitutes an approved transfer of the stormwater permit.
7. The permittee grants permission to DENR Staff to enter the property during
normal business hours, for the purpose of inspecting all components of the
stormwater management facility.
8. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
9. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state and federal), which have jurisdiction.
10. Unless specified elsewhere, permanent seeding requirements for the swales
must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
Permit issued this Ezz
y of August, 2008
NORT CAVIRONM��E""N//TAL MANAGEMENT COMMISSION
6,64
--------------------------------------------------------------------
for Colleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 5

r'
�'.4.
`� w �
�. � .

01-00--00 10:22 Fran-4AlRCHISON TAYLOR : GIBBON PLLC
A 77CLES OF ORGANUATiON
OF
Hoop CAuc, LLC
SOSID: 1020946
Date Filed: 1/8/2008 3:10:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200800800161
Pursuant to 4 57C.2.20 of the General Statutes of North Carolina. the uadersipW does
hereby submit Huse Articles of Orgnuiz Won for the purpose of forming a limited liability
company.
1. The name of the limited liability company is:
Hood Cr=14 LLC
2. The duration of the limited liability company is perpetual.
3, The name and address of the orpnni= executing chew Articles of Orga4indon is
as fellows:
G. Stephen Diab, Orgu taer
16 North Fifth Avenue
Wilmlagton, NC 2WI
4. The Ume of the WrW registered agent and the street address and county of tha
initial rcTL%eted office of the limited liability company are:
Robert C. G. E=um
N3 aide Waterford way. suite 200
Lahad, NC 23451
BnUW kk County
b. T M MQmg addrm of the iruitial registered office is as follows:
P.O. Box 1%7
Wilmington. NC 2M
6. The weer address and county of the principal office of the limited liability
company is:
503 Old* Waterford Way. Suite 200
NC 2WI
Braawick County
7%11

m

01-09-00 10:29 From-WRCHISOM TAYLOR a GIBSON PLLC T-062 P.Ca/02 F-405
i
7, Check one of the following:
(i) Member -mead LLC: All members by virtue of their staiw as
members shah be hers of this limited liabiliT company.
_(u)* raaaa�ed _LLC: Except as provided by N.C.G.S.
Section 57C-3 20(a), The mct[tbers of UE liiiiiied liability company shall not be Managers
by virtue of tluir status as members.
8. To the tulles extent permitted by applicable law, as it now exists or may hereafter
be amcwlW, The limited liability company shall indemnify all members and t pumers of the
lirttitcd liability company against all liability and litigation expense, including. but not limiud to,
reasonable a wncys' fees, arising ow of their status as Such or their activities in the foregoing
capacity, aeardless of when such status eusud or activity occurred and regardless of whether or
not they are members or managers of the limited liability company at the time such
iAdentni> tc4tian is sought at obtained. Widioat limh6V the severality of the fmgoing
iodtmnity, such persons may also recover *am �he limited liability company all reasonable
costs, expenses and attorneys' fees in c nnertion with the enforcement of rights to
. Aernnification granted herein. The provisions of this paragraph are in addition To and not in
limitation of the power of the litnited liability company with respect to, and the rights of any
manager or member of TM limited liability company to receive the benefits of, any odter or
fitrthel' ipdanRification, kmuu=, elimination of liability or the right or benefit which u either
required by the North Caraliata Limited l iWlity Company Act or parmiwW thereby and duly
adopted by the limited liability company in accordance therewith.
9. To the fullest exm petutitt4 by applicaMc 14w, as it now exists or may term ier
be amended no member or maker of the limited liability coartpany shell have any personal
liability arising out of any action, whether by or in the right of flu !ignited liability company or
otherwise. for moneutry 4wpmn for breach of his or her duty as a manager or member. This
pnragrtph shall twt impair any right to receive indanniTy or iA"artce f`rara the Iigtiited liability
company at any third party which any member or Mager may now or hereafter have. Any
repeal or tnodifieatioa of This paragM* shall not impair or otherwise adversely affect any
limitation on, or elnaimUon of. the personal Lability of a member or Manager erupted hereby
With respect To The acts or oMiSSians occurring prior to such ttp W Or modiSfitiOn.
10. These Articles of Organization will be effective tin filing.
This the 7`m day of January, 2M.
G. Stephen lliab, Organlur
7%1 t 2

r

May 19. 2008
.Residential Foundation'Te'sting Services, PLLC
Cape Fear Engineering, Inc.
151 Poole Road. Suite 100
.. 'Belville, North Carolina 28451
Attention: Mr: Vince Lutheran
Reference: . ' Seasonal High Watertable Estimate
Sales Center Pond- Highway 74 Tract
Leland; .North Carolina
RFTS Job No. 368-08
Dear Mr. Lutheran:
RFTS, is pleased to .provide testing services during the design of the sales center
stormwater pond at the residential development (74 Tract) located off NC Highway 74
near Leland', North Carolina.
DESCRIPTION OF ACTIVITIES AND FINDINGS
As requested, our staff visited the _ site on May 9, 2008- to estimate the seasonal high
watertable atone location within the area of the proposed. stormwater. pond.
Seasonal High Watertable Estimates
A -hand auger boring .was advanced to depth of approximately 13 feet.below. the ground
surface'within-the area of.the proposed.pond. The Iocation of the hand boring was marked
in the field with flagging for future identification. The encountered soils were. logged and .
.visually classified by- depth and a Munsell Soil Color Chart was used to. determine .the
hue, value,' and chroma of the visually distinct soil layers. Our soil logs are presented in
Table 1.. .
Sales Center Pond
Soils encountered'in our'bonng location consisted entirely of interbedded relatively clean
sands (USCS Soil Groups `SP', `SP-SM', and `SP-SC') through the boring termination
depth of 151 inches below the existing site. ground surface. Comparison of the soils to the
Munsell Chart suggests the presence of 'a' of .'aerated ' soils indicative of their
.'occurring above the seasonal high water table extending to a depth of approxiinatdly 85
inches below , the, existing ground surface. No : water was measured in the' borehole '
through the depth investigated..However, soils appeared to be very moist in the lower 133
to.-155 inches below the ground. surface.
1305,3A Carolina'Beach Ave N Ofiice:-910-458-1377
CarolinaBeach,:Noith Carolina 28428 Fax: [phone]'.

Cape Fear Engineering, Inc. Ntay 19, 2008
RFTS Job No._358-08 Page Two
CLOSURE
This seasonal. high water estimate should be reviewed by' appropriate regulatory
authorities before finalizing the details of any civil design. Please find attached our field
'data. - If you have any questions after reviewing this letter, please • do not hesitate to
contact us at your convenience.
Sincerely,
RFTS,PLLC
David L. Winstead
Field Operations Manager
DLW/dlw
Attachments

Table 1
ivlunsell Soil Classifications
Sales Center Stormwater Pond
Highway 74 Tract
Leland, North Carolina
RFTS Job No. 368-08
Loc.
Soil Description
Hue
Value
Chroiha
Depth.
Comments
(in.) .
1
Topsoil__.
-
-
-.
•0.5
-
Gray fine to medium SAND,
7:5YR
6
1
5-l.l
-
trace organics
.Yellowish Brown fine to medium
IOYR
5
'6
11-17
-
SAND
Pale Yellow fine to medium
-2.5Y,
7
4
17-24.
-
SAND
:Pale Yellow fine td medium
2.5Y
7
3
24-38
-
SAND
White fine to medium SAND
.2.5Y
8
1 .
38-46
-
Light Olive Brown'fine to
2.5Y
5
6
' 46-57
Slight mottling
medium SAND, trace of Clay
and organics
Olive Yellow fine to medium
2.5Y
6
6
57-67
Slight Mottling
SAND, trace of Clay
:White fine to medium' SAND
25Y
8
1.
67-85
Olive Yellow and Brown fine to
2.5Y .
615
6/6.
. 85-90
S.HWTISlightly
medium SAND
moist
Light Olive -Brown fine to
2.5Y
5
b
90401
Moist,.,
medium.SAND, trace of Clay
Black fine to medium SAND
10YR
2
1
101-126
Moist
with Silt
`Brown and White fine'to medium
10YR
6:
3
126-133
Moistlmultiple
SAND
shades
White fine to medium SAND
5Y
8'
1
133-151 1
. Very inoist'

Needham Environmental Inc.
Robert N. Needham, PWS
9100 Charlestowne Rd. SE
Winnabow, NC 28479
Office/Fax [phone]
[e-mail]
Tom Gullev, NCLSS# 1256
P.O. Box 96o
Wilmington, NC 29402
Office/Fax [phone]
[e-mail]
May 16, 2008
Hood Creek, LLC
P.O. Box 1967
Wilmington, NC 284521
RE: Compass Pointe Commercial Center 404-wetland delineation.
Dear Sirs:
The above -mentioned tract was evaluated to determine the extent of any potential 404-wetlands.
Wetlands were identified using the U.S. Army Corps of Engineers (C.O.E.) Wetlands Manual -
1987 edition. Wetlands were identified using a three -parameter approach incorporating soils,
vegetation, and hydrological indicators. This tract is located north of Highway 74/76, west of
Leland in Brunswick County. The tract totals approximately 40.85 acres. Wetlands were
observed on the tract and are represented on the wetland survey for Compass Pointe Temporary
Driveway & Commercial Center, prepared by Cape Fear Engineering, Inc. and dated 5/7/08.
If you have any questions or concerns, please contact me at (9 10)795-03 19, [phone], or by
e-mail at tgullevCcr�email.com.
Sincerely,
�_ I .I'
J. Tom Gulley, Jr.
North Carolina Soil Scientist # 1256
er

DWQ USE ONLY
Date Received Fee Paid Permit dumber
State of North Carolina O 5 d
Department of Environment and Natural Resource
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Hood Creek, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Robert C.G. Exum
3. Mailing Address for person listed in item 2 above:
P.O. Box 1967
City: Wilmington _ State:N.C. Zip: 28402
Phone: [phone] Fax: { j
Email:
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Compass Pointe Temporary Drive for project access and Commercial Center _^
5. Location of Project (street address):
North side of Highway 74 _
City: County: Brunswick Zip:28451
6. Directions to project (from nearest major intersection):
Approximately three quarters of a mile WNW of the east end of S.R. 1417 (yialmo Loop Rd.)
7. Latitude:340 16' 246" N Longitude:780 06' 281" W of project
8. Contact person who can answer questions about the project:
Name: Robert C.G. Exum
Email:
it. PERMIT INFORMATION:
1. Specify whether project is (check one):
Telephone Number: (910 ) 392-9325
❑New
❑Renewal RvIodification
Form SWU-101 Version 03.27.08
Pagel of 4

If this application is being submitted as the resuit of a renewal or rwdirication to an existing permit, list the
existing permit number SW8 080107 and its issue date (if known)2/ 1/2008
3. Specify the type of project (check one):
®Low Density ❑High Density ❑Redevelop []General Permit ❑Universal SHIP ❑Other
4, 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):
❑CA,'vIA Major ®Sedimentation/Erosion Control 0404/401 Permit ❑NPDES Stormwater
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project,
Road side ditches will divert storm water to sediment tral2s which will be located along proposed gravel road
and a stormwater pond to handle impervious area from temporary ales center and parking lot.
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. - Total Property Area: 40.85 acres 4. Total Wetlands Area: 7.13 acres
5. 100' Wide Strip of Wetland Area: 6.20 acres (not applicable if no wetlands exist on site)
6. Total Project Area**: 39.91 acres 7. Project Built Upon Area: 11.78 %
8. How many drainage areas does the project have? 2
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For high density projects, complete the table with one drainage area for each engineered stormwater device.
=
BasYzt"informations ��
+n _n ,�cc aaexerw�za•'3
«,- Draiiia" a Yrea 1
p ' g-
sznrsswr a drew+. ac �.,
D�,, .. ,e.. le-
rarrragea�.rea+
'"
Receiving Stream Name
Alligator Branch
Alligator Branch
Stream Class & Index No.
C; SW
C; SW
Total Drainage Area (sf)
40.85 Ac. (1,779,233 so
5.64 Ac. (245,804 so
On -site Drainage Area (sf)
40.85 Ac. (1,779,233 so
5.64 Ac. (245,804 so
Off -site Drainage Area (so
0
0
Existing Impervious* Area (so
0
0
Proposed Impervious*Area (so
4.70 Ac. (204,551 so
2.20 Ac. (95,864 so
Impervious* Area (total)
11.51
39.00
+Ixn ervzousSurfacet 4,�.
z_..._P-'•S,. :_�_...a..�....._.�T�3 .:r�
Drama e>Area 1a
+4�Y hasyi�a,usRsc�.t,�:�c��"���.��a
RiDxaina eSArea2+�"
, E?ri_xfsl,�Nr.w'ai�l:t3�.-'�va�:�r�:"'s�a
On -site Buildings (so
0.05 Ac. (2,112 so
0.05 Ac. (2,112 so
On -site Streets (so
2.50 Ac. (108,687 so
On -site Parking (sf)
1.02 Ac. (44,431 so
1.02 Ac. (44,431 so
On -site Sidewalks (so
Other on -site (so
1.13 Ac. (49,321 so FUTURE
1.13 Ac. (49,321 so FUTURE
Off -site (so
Total (so:
4.70 Ac. (204551 so
2.20 Ac. (95,864 so
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation. This is the area used to calculate percent project built upon area (BLIA).
Form S WU- 10 1 Version 01.27.08 Page 2 of 4

1`0. Ho" ,vas Lhe off -site impervious area listed above derived' N i A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot
number, size and the allowable built -upon area for each lot must be provided as an attachment. Forms can be
downloaded from forms.htni - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
how Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above foim, that the covenants will be binding
on all parties and persons claiming under them, that they will run with the Iand, that the required covenants
cannot be changed or deleted without concurrence from the State, and that they will be recorded prior to the
sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BNIP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms. Forms can be downloaded from http://li2o.enr.state,nc.Lis/su/limp fornls.hLm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Form S WU-10l Version 03.27.08 Page 3 of 4

1. SUBMITTAL REQUIRENIENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at http://li2o.eiu•.state.IIC.us/su/1115i_n7flps.11MI)
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
J n r
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if
J M F
required as per Part IV above)
J
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
J M F
payable to NCDENR
• Calculations & detailed narrative description of stormwater treatment/ management J M r _-
• Copy of any applicable soils report
J (4 F
• Two copies of plans and specifications (sealed, signed & dated), including:
J MF
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section, (ex. designing engineer or firm)
Designated agent (individual or firm): Cape Fear Engineering, Inc.
Mailing Address: 151 Poole Rd., Suite 100
City: Belville State: NC Zip: 28451
Phone: [phone] Fax:
Email:
VIII. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, item 2) Robert C.G. E.rurn
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000.
Signature: a ez C
Date: S - I S-d�
Form SWU-101 Version 03.27.08 Page 4 of 4

COMPA55 POINTE WEST TRACT
TEMPORARY DRIVEWAY AND COMMERCIAL CENTER
Low Density Storm -Water Plan 5ubmittal
Project area/Wetland CaICUlatl0115
51te. Area (TOTAL) _ -1•,779 233.. ° 5q. ft = 40.55 acres
Wetland Area (TOTAL) = 3'r0,5.G7: 5q. ft = 7.13 acres
CALCULATE PERCENT WETLANDS
WETLAND AREA 3105G7.04
17A6 % (Use 100` rule)
SITE AREA 1779233.00
100, RULE
Exi5tincg area within a 100' offset of the wetland line = 2G9,93G �' 5q. ft. = G.20 acre:
25% RULE
25% of Wetland Area = 77,G42 50J. ft. = 1.78 acres
51nce wetlands are less than 25% of the 51te area, the 100' rule can be used.
ONLY 2G9,93G 5q. ft. G.20 acres of wetlands may be included within the project area; THEREFORE:
Total Project Area = 1,779,233 - 3 10,5G7 + 2G9,93G = ! ,738,GO2 ft.
I ,738,GO2 561. ft. / 43,5GO 5q. ft./acre — 39.91 acres
5/9%2 00�`,
1 of 1

Highway 74 East Tract
Subject: Highway 74 East Tract
From: "Noelle Winstead"<[e-mail]>
Date: Tue, l Apr 2008 l 6:37:13 -0400
To: "Linda Lewis" <[e-mail]>
CC: "Joseph Boyd"<j o e.b oyd @cape fearenginee ring. com>
Linda,
Some of the questions that you have asked concerning the Highway 74 East Tract can
easily be addressed while a few lead to a few questions.
1. The Level Spreader Supplement and 0&M document that is now available on
the website does not appear to be appropriate for use at the outlet and
ponds that discharge to wetlands where there are no buffer rules and the
waters are not classified SA. Up until now, it has been acceptable to
utilize a level spreader design with the old O&M form when buffers and SA
waters are not an issue. The new level spreader design involves the
installation of a diverter box, by-pass swale, and requires a large area
for filtration. A level spreader constructed in accordance with the new
BMP manual is a BMP in itself. We have not been informed that the new
design is required in all cases. Please allow the use of the level
spreaders as proposed or allow the use of large rip rap energy dissipaters
designed to provide non -erosive flow instead. Otherwise, we will need the
current policy/rule concerning the requirement for these new level
spreaders systems at the outlets of the proposed wet detention ponds in
order to justify to our client the design expense and area of land
necessary to install these systems.
2. The pipe between lots 3 & 4 is being relocated per your request.
3. The vicinity map is being revised per your request.
4. Bert has not named the project anything other than the Highway 74 East
Tract at this time. If and when he decides to name it something else, we
will submit a name change form as required.
5. The last time I checked with you, you implied that Ed was working on a
policy concerning the requirement for JD or Corps verification. At this
time a policy has not been received concerning this matter. The last
Policy that I am aware of concerning SW Permits and JDs did not require a
JD or Corps verification if there were no impacts proposed. In fact, I was
recently informed that even the 401 Program can not require a JD. Is there
a new policy regarding this matter from the Director? Securing field
verification from the Corps at this point could take a couple of months.
Considering this was not written policy last month (if it is now) it seems
that there would be a period before it is officially required.
We will forward you the requested information as soon as you have the time to
address the questions, so that we can get you everything that you need.
Thank you,
Noelle
----Original Message -----
From: Linda Lewis [mailto:[e-mail])
Sent: Friday, March 28, 2008 2:59 PM
To: Joseph Boyd
Subject: Highway 74 East Tract
Joe:
1 of 2 5/22/2008 11:58 AM

Highway 74 East Tract
The Division received a stormwater application package for the subject project on
March 14, 2008. The application is incomplete and cannot be accepted for review
until the following items are provided:
1. Is there a reason why the Level Spreader O&M document is not in the standard
format as on our website? Please provide completed Level Spreader supplements,
initialed checklist, and signed O&M documents from the website.
2. The pipe in-between Lots 3 & 4 leading into the forebay for Pond 3 needs to be
relocated to the next property line over so it can enter the forebay at a point
further away from the main pond to allow the forebay to function properly.
3. Please label Highway 74 on the vicinity map.
4. What is the name of this subdivision? I can't imagine Bert has gotten to this
point and doesn't have a name yet. We'll need the name before we issue the permit.
5. Please submit a copy of the ACOE approved jurisdictional wetland map, or have
the ACOE representative for Brunswick County send me an email indicating that they
have been to the site and have received the wetland survey map, and are OK with
it.
Thanks,
Linda
Notice: The information contained in this message is intended only for use of the
individual(s) named above and may contain confidential, proprietary or legally
privileged information. No confidentiality or privilege is waived or lost by any
mistransmission. If you are not the intended recipient of this message you are hereby
notified that you must not use, disseminate, copy it in any form or take any action in
reliance of it. if you have received this message in error please delete it and any
copies of it and notify the sender immediately.
2 of 2 5/22/2008 11:58 AM

RE: Compass Pointe West Alligator Branch Bridge Road
Subject: RE: Compass Pointe West Alligator Branch Bridge Road
From: "Garvey, Kimberly U <[e-mail]>
Date: Wed, 21 May 2008 10:12:01 -0400
To: "Linda Lewis" <[e-mail]>
Linda,
I couldn't remember this site, so I checked with Tom Gulley and this project
has not been submitted for my approval.
Let me know if you have any more questions.
Kimberly Garvey
Regulatory Specialist
US Army Corps of Engineers
CE-SAW-RG-L
Post Office Box 1890
Wilmington, North Carolina 26402-1890
Phone: [phone]
Fax: [phone]
Email: [e-mail]
http://www,saw.usace.army.mil/WETLANDS/
http://regulatory.usacesurvey.com/
-----Original Message -----
From; Linda Lewis [mailto:[e-mail]]
Sent: Tuesday, May 20, 2008 3:21 PM
To: Garvey, Kimberly L
Subject: Compass Pointe West Alligator Branch Bridge Road
Hi Kim:
This is Linda Lewis in DWQ. I recently received a stormwater application for
Compass Pointe West Tract, Alligator Branch Bridge Road and Commercial Center
from Robert Exum, Hood Creek, LLC. The 40.85 acre project is located off the
north side of Highway 74, approximately 3/4 mile WNW of the east end of SR
1417 (Malmo Loop Road).
The wetlands were delineated by Tom Gulley, Needham Environmental, and I have
an unsigned map. Can you provide me with an email approval for the wetlands
line? This is of course subject to them having already submitted this site
for your approval.
Thank you for your time.
Linda
1 of 1 5/21/2008 10:34 AM

CompassTointe West Alligator Branch Bridge Road
Subject: Compass Pointe West Alligator Branch Bridge Road
From: Linda Lewis <[e-mail]>
Date: Tue, 20 May 2008 15:20:33 -0400
To: [e-mail]
Hi Kim:
This is Linda Lewis in DWQ. I recently received a stormwater application for
Compass Pointe West Tract, Alligator Branch Bridge Road and Commercial Center from
Robert Exum, Hood Creek, LLC. The 40.85 acre project is located off the north side
of Highway 74, approximately 3/4 mile WNW of the east end of SR 1417 (Malmo Loop
Road).
The wetlands were delineated by Tom Gulley, Needham Environmental, and T have an
unsigned map. Can you provide me with an email approval for the wetlands line? This
is of course subject to them having already submitted this site for your approval.
Thank you for your time.
Linda
1 of 1 5/20/2008 3:20 PM

CAPE FEAR'
Engineering, Inc. ,
151 Poore Road, suite 100
Belvdie, NC 2645!
TEL [phone]
FAX [phone]a5
www.capefearengineer n o
OV
a� M��yr9 � p�
0i Transmittal
To:
NCDENR
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
Attn: I Water Quality Division
Date: May 19, 2008
File: 655-051 "36"
Subject: Compass Pointe West Tract
Alligator Branch Bridge Road
And Commercial Center
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review 1 Action 1 Approval
❑ Sent via Mail ® Sent via Courier
Quantity
Drawing No.
Description
3
Copies
SWEC Plan
2
One original and one copy of Stormwater Management Permit App.
1
Low Density and Pond Supplements
1
Stormwater Design Narrative and Calcs
1
Check for $505.00
1
Wetlands Survey and Soil Report
REMARKS If you have any questions please feel free to contact this office.
CC:
Z
File: 655-051 "3611 �Qr
Acc
�U
Cape Fear En ineering, Inc.
Sign d:
Joe Efbd
0 W� �N� eceived By:
Date:
r�
P:1655\655-051-WEST COMMERCIAL ENG�Admin\STORMWTRWCDENR\Transmittal-50108-NCDENR.doc

74 HOLDINGS, LLC
D.B. 2491. PG. 750
1M.C. 30, PG. 414 /
74 HOLDINGS, LLC N.C. GRID NORTH
S4?• _ D.B. 2491, PG. 750N.A.D. 1983
Sgs?.hE_ ` 58i114'15"E M.C. 30, PG. 457
S15 52 12 E
r �*'��v S56 44'04bF 75.00
�4J36 S44'6806"E
46.9s�T-Lk
`
WETLANDS LINE TABLE L86 48-97 S27'29'27"E -r,
LINE LENGTH BEARING L87 46.32 S00'23'58" E �l `3
L41 33.20 N34'32'50"E L88 20.64 S37'47'42"E
L42 48.31 N54'23'31"E L89 42.94 554'17'35"E-
as`ti' ti�
L43 33.65 N60'05'43"E L90 45.21 S08'13'15" E
L44 47.33 N49'01'54"E L91 37.49 S22'16'50"E� N09'48'44"E
L45 43,43 N49'35'45"E L92 46.68 S18'27'12"E-,�. r2 50.72 -t
53.01 S18'S8'58"E
L46 15.58 N47'52'01"E L93 j
118
L47 35,70 588'10'''""f - L94 18.66 SO4'04'24"E
L48 18.38 N29'31't5"L I L95 17.57 S02'59'15"W 6'F1 ,c _j
L49 38.01 N57'07'26"E L96 20.82 S03'24'2811W
L50 34.71 N47'43'28"E L97 17.69 S17'02'23"E
L51 18.71 N30'13'26"E L98 34.67 S31'39'56"E
L52 29.46 NO2'37'17"E L99 26.04 S23'29'37"E
L53 91.00 N48'25'00"E L100 33.41 S42'57'24"E
L54 52.37 N68'13'51 "E L101 47.53 S65'22'27"E h .^aM r rqp ud Li02 "i
L55 52.82 N73'54'47"E L102 49.33 551'01'44"E
L56 50.68 N34'10'50"E L103 55.94 S48'19'26"E�
L57 59.43 N16'22'26"E Ll04 27.30 S33'39'04"W ! r ����ol 08 1�
L58 57.32 N31'59"35"'E� L105 27.03 S82'32'39"W
L59 51.64 N21'28'23"E L106 38,19 SO5'17'57"E !
L60 34.97 N21 *21'511 W L107 44.83 S78'57'31 "E
L61 68.46 N10'23", L108 43.30 S70'01'42"E
L62 112.42 N31'0° ': `"E- L109 49.58 S87'28'36"E
L63 72.66 N14*12'28"W L110 43.06 N51'38'29"E
L64 69.38 N25'06'36"W L111 31.98 N25'47'41"W � BB
L65 39.52 N38'22'38"W L112 51.08 N65'48'36" E\�(s*
L66 44-18 N04'09'18"W L113 40.45 N61'17'22"E !
L67 53.76 N01'22'43"W L114 45,15 N21'25'39"E .o C,
L68 70.72 N11'58'18"E L115 40.17 N04'57'43"E
L69 32.20 N12*11'24"W L116 64.89 N32'54'34"E I ro
L70 28.39 N00'47'43"W L117 29.44 N29"7'11"E �� N
L71 36.23 N31'44'43"E L118 41.89 S69'16'23'E
L72 59.41 N53'56'24"E U19 12.26 S30'08'45"E
L73 32.26 N39'35'56"E L120 53.49 S46'58'57"W m 1 • a�
L74 46.61 N12'39'51"E L121 44,82 S55'28'48"W `a
L75 57.00 N08'19'32"E L122 48.92 571'30'46"W !o
L76 67.24 N05'28'50"E L123 57.03 56035'55"W !
L77 50.56 N08'30'19"E L124 51.48 N89'21'42"W W
L78 59.24 N13*14'49"E L127 40.57 N47'33'54"W
L79 31.60 NO3'15'45"W L129 34.42 NO2'52'06"E Tn.
LBO 45.70 N35110'557E L130 50.92 N1l'36'30"E
L81 60,72 N69'09'17"E L131 44.55 N22'58'02" E WILLIAM P. KLUTZ �� } LINE TABLE
L82 34.53 S55'05'11"E L132 53.54 N1l'l2'22"E M.C. M. PG. 295 1 LINE LENGTH BEARINC
L83 42.39 S11*14'58"E L135 41.13 N47'20'55"W D.B. 1588, PG. 662 /'
::. ' L200 173.57 N30'11'44"E
L84 23.31 S39'10'30"E L137 61.53 N2T54'00"W o`'�
L85 47.40 S3644'35"E L139 47.76 N26'58'35"W ! � L201 150.83 N45'14'OC"E
I L202 234.53 N32'14'58"E
L203 274.79 N58'41'45'E
L204 88.93 N22'11'45'E
L205 141,83 N65'33'55E
L206 144,63 N22'44'49'E
! L207 209.83 NO8'17'05'E
L205 35.32 N59'36'14'E
! y°�'�41'' L209 40.41 N12'50'17'W
/.v I L210 61.68 N16'59'31'E
.�2.: - L211 118.01 N26'57'09'W
L212 88.67 N01'31'45'�
L213 78.79 N09'57'51'E
rry L214 89.33 N20'46'36'E
L215 41.33 N48"38'57'E
o L216 57.13 N18'52'08"E
! S42'18'20"W L217 282.51 N06'49'31'E
5 --L) I L218 42.16 N33'49'06"E
L219 42.92 N15'24'06"E
+� L220 35.40 N46'16'41"E
L221 89.23 N60'46'59'E
gI
N.C.G.S.
MONUMENT _-._ _ N6343'34W
"COWS" _ -- - 588.91' (T-L) N63'26'51"W 885.05' -
N67'50'39"W �2380.18 (T-L U.S.//./��y��//��� 74176
US / f t• ■
(215' R\W)
TOTAL BOUNDARf AREA - 40.85 AC. (1,779,233 S.F.)
TOTAL UPLAND ARE A = 33.71 AC. (1,468,358 S.F.)
TOTAL WETLANDS AREA = 7"14 AC. (310,875 S.F.)
200 0 200 400
0
1 INCH = 200 FT HORIZ
LUEND:.
RIGHT OF WAY
BOUNDARY LINE
ADJOINER PROPERTY LINE
WETLAND LINE ----
PROPERTY CORNER
WETLANDS
AREA
T-L TIE --LINE
DIRECTION CHANGE
f 1*q
1. ALL BEARINGS ARE ORIENTED TO N.C. GRID
NORTH, N.A.D. 1983. ALL DISTANCES ARE
HORIZONTAL GROUND DISTANCE.
2. SURVEY MADE FROM DEED BOOK 2282, PAGE
352, DEED BOOK 2491, PAGE 750, DEED BOOK
34, PAGE 42, DEED BOOK 59, PAGE 5, DEED
BOOK 2133, PAGE 438, DEED BOOK 1588, PAGE
662, BRUNSWICK COUNTY REGISTRY.
3. WETLANDS DELINEATED BY NEEDHAM
ENVIRONMENTAL, INC.
PRELIMINARY PLAN
ISSUED FOR AGENCY REVIEW
OWNER(S):
HOOD CREEK, LLC
P.O. BOX 1967
WILMINGTON, N.C. 28402
4wCAPE FEAR
Engineering, Inc.
151 Poole Rdf. . Suke 700
Belville. NC 28451
TEL (9f0)393.7W4
FAX f970) 383 f045
www.copefearerigineering.com
DRAM &LEGGETT PROJECT 655-02
DESIGN SlEGGETT NUMBER :
CHECK. M.TACKETT SCALE : 1"-200'
APPROVED : H'HOADLEY PATE ; 5-07-08
p-\655\655-VEST- TRACT GPOCE WETLAN)S.e.q
WETLAND SURVEY PREPARED FOR--
74 HOLDINGS, LLC
NORTHWEST TOWNSHIP BRUNSWICK COUNTY
COMPASS POINTE
TEMPORARY DRIVEWAY &
COMMERCIAL CENTER
PRMCT NUMM Val Numm
655-02 1 WTLD-1
Ad Ot7:99.*6 80OZ/6I-19 - L DE)Vd 1 M JM❑ SaMdl1�]M 1S�1999_999_d - , -

i
mU
Rf F�NCN
G
II
16'
L
13'
, I
II
5
GROUN
�y
REMOVE ANY VEGETATION AND ROOTS TO A DEPTH OF
ON WITH THE SLOPE FROM RIGHT TO LEFT EOJAL TO THE
EXISTING SLOPE FOR A WIDTH OF 26'. THERE SHALL BE
A STRIP OF 3' WIDTH OF NATURAL SOIL WHICH SHALL BE
UNDISTURBED, OR IF DISTURBED, SOD OR MULCHED,
SEEDED WITH THE APPROPRIATE SEEDING SPECIFICATIONS
FOR THE SEASON AND MATTED. THE DITCH SHALL BE
SODDED OR IMMEDIATEELY M JLC 4ED AND SEEDED WITH THE
APPROPRIATE SEEDING SPECIFICATIONS FOR THE SEASON
so, NOTE •o• THE SECTION REVERSES NORTH OF THE
PROPOSED ORIDGE, i e. FLOW WILL BE FROM LEFT
TO RIGHT.
TO MATCH EXIS ' AND MATTED. ALL MATTING SHALL BE STRAW WITH NET `
GRADE UNLESS SPECIFIED OTHERWISE. / r , , I ,N33q
A2-A7p6'9
> " No. 5-1 STONE
OR BETTER - - /• \•
Cl e. 'brusher run", marl, abc, etc.)
ISOMETRIC FI AN TYPICAL ROAD SECTION
y l�R %40 NOT TO SCALE
r-� _ AeRIC AST THE DITCHES SHALL BE GRADED TO MEET EXISTING , i / • • 8 - ' r - r r �� / r
NATURAL GROUND AT THE DISCHAia 1E POINT AT
Dr / ,
1 SiLT FENCE ETAIL % ?
THE END DITC440 STATION SHOWN ON THE PLANS. ( /
Nasta NOT TO SCALE
ST#5-6MIT5,
DI`4TURBANCE k } l
ENE? DITCH
L I M kY5 's>�
�� \ � ♦ tl• • . ' , / rt ♦ e � t e e '1t�. + r /�,1 / I �/W / / / /
D15TURBANCf \ \ \ �� r •` >T , _ _ , .. �IMyT�
111 . D15TL*,BANGGRAVEL 0
i
s
/
F + � .: � ` \. / \ \ .,...�• lam' ::, ..'. _ i .pp.. � - / .�.'�-•« �:: .. \ ;. \ : -f '. � 1.::. / r r r
. t
li V
I I �VVELL.:
ER
:i
��,P- �.
\ \ .... \. 1` ` �+
f SALES .. ��, ... / - f - - .- ... O..: M� r ! ♦ t4`'' .;
\ - \ \ 1 Rip .:::
E _ 1 I '� G
OFFIC hVi=t FACE •�, T'. ' i `
T liois•D (TYP,) \.
PARKING A \C2E;A D \ �`\� �..+ 2� )15' tlon `
t /
j, I` � � � / � 1 ��..■ 1 � � � \ � \ � � � bores 1 .0�
Elev. - 43,a' (ground)
Elov. - 39O' (SI-WIT) LI M IDS i
1 ,, ►.. I PROPOSED TEMPOR\ARY -- ` €Bv.. 415' (ditch)
of
COMMERCIAL CENTER - �\ D(�TURBANCE
(SEE SHEETS SW-1)
t•%! EXIT I,ENTRANCE
\ \ \ 1 \ 1
- - T
Tit _ I ,A-pprax.location 1 PbTE i "AM"
Elev.
b 56.0' (ground)
o` I i1 ; E U = \. / - \ Eiay.. 4S.92' (SHWT)
r ° �� 3 `� /l - TANG BOX \ Elev.. 515' (normal pool)
D2AN FELp
•
_44 LF_ of 15" HDPE
3(Y /
at
2106. / �
\ .. lam-"•
y_
r :
TEMPORARY SEDIMENT TRAP CALCUL4T I ONS
I NC�4 - 100'
:D' r'•,i'' FEL;,i ENGINE:EiZINO.
i 'J TO "E[_i L r-RiF`" ,'.L.L _K..:i : t:'J = •.J�•1.�:=•i<3?z JL3i`#v
E 'CKF.C:Cli.,- I?i_k=- CXJ
AREA E t;i'r r:�x:I A�� , .- 3� �1 :�:.:i?L5
,ARE/,, j5 <.{'F' C-k.l'1
OF
I L i Dh S AiER F"iE fi5L F?E=E, N:;T a r ,< .'cif ,� RiGHT-CF-WAY OR
rkli.L Di_ NO f�ERNArli'.ri* R( �� tip?' DI aM:`�, ONLY TEMPORARY
? 1 L .=�-• FOP -' i� it J r'vC _:.^,G T�',E FROM
c'IiFM'r1G RARY 1,;R,OVEL A'_FEE R,, AE �
T FENCEMILL CONTP..OL i&4E T h ; OC -1 ;,44ER!� D,TCWE._ iHiLL N'OT
- 41y t �1JGT1 L7 - EXCEP. " f, �"rMl'ClPA?R 1XNvFRs 101'1 C)KE HILL
;,�aT Fci GT Ff J0 1-'EC.'s' PLIN-OFF T _' T14
i.
6J. LKC i.7t# A",Irk 5LP!1 ENI r'I_L BE.
CtIFC':EC' F,)R STA51 IT1 ANL, �7''-`SATCt fG :<i!G F4ERY
.r (;NUF-F-PF<ODLICING iRA!NFAL`_. i� J'� v. Ate' ! �E-5 T'f=ANr ONCE
' VtF:T �,r' Y. ;,�'i' `JE FGE-D F2FFs=1!� `:L L 'A='E I`1MEDI,�TFLY TO
L ! ,� Ti.:i� � �AF;Y C(.'NSTR;�C'Tlt�l`� Cf•'-�l<'i,hK F _, ._. -',i' I:.�Pi_'C.-� ED
IN oP,[)ER TU KET.F` EEDI ;FN .-F'C,^ 3L7.­r, T ttNeF"CRTED
i : ; rl f RAti rOR ;HAI_;_ it lsFE -�lD l 51` DI! IENT
t�, F;O LESS TL4Ari 73 IN,
I l�Yti TO BE REMOVED A.Ni_7 F�i_.`iTOR CD, ACCORDINGLY.
*NOTE.' 1F WIRE (ENCING IS OMITTED ANO
ONLY SYNTHETIC RLTER FA6RIC 1S USED r
THE STEEL POSTS MUST BE
A MAXIMUM DISTAVCE OF 6'
BA
oyER
STFEi
S pOST
YN�FTI(Tyr,
C FI,
r
STN U�
°
\ \
+
Q�
\ 575"5272V l
+ z
Trap "
Dralna a
Run-oFf
110
010
Surface Area
Width
Lencith
Surface Area
pisturbea
Volume
Doothl
Volume
Weir
Area
Coerr.
Peak Flow
RECaUIRED
PROVIDED
Area
REQUIRED
PFWVIDEC
Len th
(acres)
G-
(In/Fr)
(CFO)
(scl. Ft.)
lFt.1
Cft.)
es . Ft.)
(acres)
(cu. Ft.)
(Ft.)
(cu. Ft.)
(ft.)
STMA
Dim
02
120
0.13
56
5
2-1
243
0..01
252
2.0
262
4
5TO15
016
0.2
504
0.11
333
13
46
5°.18
026
936
3,0
S48
4
5T42
2AM
0.2
6.00
2.51
1051
20
60
1200
035
1260
2.0
1624
8
ST03
232
02
5.12
2.65
1155
20
be
1200
0.21
512
2.0
1024
6
ST04
1.50
02
(030
23S
1041
20
&V
1200
0-15
540
2.0
1 1824
6
6T"5
2.86
02
44:i'l
2.61
lif 2
20
65
1300
0S5
1580
2.0
IS"
8
5T«16
033
02
6.46,
0.43
155
12
32
MW
Clio
360
2.0
368
4
,- NOTES -*-
volume required is 3b00 cubic feet per acre of df6turbGcl area of land.
The run-oFF Coefficiennt comes From the associated calculations submitted with this plan.
10-yr Intensity is based on the Wilmington IDF where I . 252/30+Tc, From W.R.Malcom, P.E. and associated ditch calculations.
50� MIN. Volume calculations assume 7:1 side slopes on all traps.
DIVERSION TO DIRECT RUNOFF FROM R/W The weir length comes from Table 6.60a, "Design of Spillways", North Carolina Erosion and Sediment Control Planning and Deslgn Manual.
SECTION VIEW Design settled top Overfill ro" for settlement
2111
TEMPORARY CONSTRUCTION ENTRANCE �min.
' PLAN ViEW
NOT TO SCALE
SEQUENCE OF PRELIMINARY LAND DISTURBANCE
I. PRECON5TRUCTION CONFERENCE- TO BE HELD PRIOR TO BEGINNING.
2, DETERMINE AND MARK LIMITS OF PRELIMINARY DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4, TOPSOIL REMOVAL AND/OR STORAGE.
5. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
6, PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS,
SEQUENCE OF FINAL LAND DISTURBANCE:
I. PRECONSTRUCTION CONFERENCE TO BE MELD PRIOR TO BEGINNING.
2, DETERMINE AND MARK LIMITS OF FINAL DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
S. TOP501L REMOVAL AND/OR STORAGE_
4. CONSTRUCTION OF SEDIMENT BASINS AND ROCK DAMS,
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
8, PERMANENT GRA55 SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS,
9, AFTER COMPLETION OF CON5TRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS
IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING DEVICES,
Compacted soil
2'
min.
Na tura I ground
TEMPORARY DIVERS ION DIKE
(Ea rth~)
.0
4'
Min. 11 j
Trap '
1
1
Elev.
Width
Length
S.A�V_uma
ol
"Ft.)
(ft.)
(ft.)
(s _
(cu. F!J
STOIA
0
1
lc)
15
0
13
21
243
262
_2
_ _
,
6TM16
0
1
34
34
0
3
13
46
598_
_
J546
624 I o__.
i200� 1024
8i �
I i984
45_ 0
320 8
5i02-4
_0
2
12
20
-22
60
STrS
0
2
0
2
1
20
2
1
1 _1
65 �M'.
--tST%
24
32
Emergent by-pass (0"below set led top of dam
a , is
�U
!
I Natural ground
filter 3'
Fabric Min•
CROW -°SECTION VIEW
12" (min.) of N.G. D.O.T. 05 '
or 051 washed stone �M51n.�
jE* r Min.rn
�,600 cubic Feet per acre of disturbed lance �r
Max.
or
\I"fln.Fabric �i�l 1j``111�111 ���flll�
NOT TO SCALE TEMPORARY SEDIMENT TRAP
NOT TO SCALE
APPROVED
NORTH CAROLINA KARONMEN1AI.
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
zZ
-off
AUG 9 9 2008
BY.
FINAL DESIGN
NOT FOR CONSTRUCTION
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i
€11 TUZuED AREA: q,601 ACRE
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X
Approx. location
co
5HWT bore
Id E lev. = 56.00 DIRT ROAD (TYR.) Elev. = _46'92' (SPWT)
Ejey.-= !pi.tp (normal POV�)
WHEEL STOP
AN EXISTING GROUND-\
6 tv ABC
VARIES
1/4 ti -. FT. 1/4": FT.
PARKING LOT CROSS SECTION
NOT TO SCALE
2 40
WHEEL STOP
/-EXISTING GROUND
DETAIL
TWO 24" LG. #4 REBARS
DRIVEN INTO PAVEMENT TO
ANCHOR WHEELSTOPS
NOTE: WHEELSTOPS MAY
VARY IN NON -ESSENTIAL
DIMENSIONS OR DETAILS
3,000 PSI
CONCRETE
CONCRETE WHEEL STOP
NOT TO SCALE
I INCH - 50'
MULCHING MATERIALS AND APPLICATION RATES
MATERIAL
RATE PER ACRE
QUALITY
NOTES
tons
Dry, unchopped,
Should come from or oatst
WMI0811
STRAW
1-2
unweathered; avoid weeds.
gpreod by hand or n e; mus
tacked down.
e
TEMPORARY SEEDING
GRASS TYPE
AMME
1000OUN
ST.
I
SEEDIN0 G
SEEDING
INITIAL
FERTILIZATION /1000 SF.
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA NA
BROWNTOP MILLET FT
1-2 LIRS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA NA
PERMANENT SEEDING
GRASS TYPE
10AM00OUNs
V
IMOF
SEEDING
SEEDING
FERTI11_17ATIO&��� SF.
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS_
APR. THRU JUNE
25 LBS. 10-10-10
MARCH — APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. — SEPT.
12 LBS. 10-10_10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LOS. 10-10-10
FEB. — MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 L.B. N.
SEPT, — OCT.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. — MARCH
1/2 TO 1 LB. N.
NA
SEEDING SCHEDULE
7
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6
;7
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