SW8060831_HISTORICAL FILE_20061005

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
I� HISTORICAL FILE
C
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

P 1
* COMMUNICATION RESULT REPORT ( OCT 6 2006 10 14AM )*
TTI hiCDENR WIRO
RESULT PAGE
OPTION — ADDRESS (GROUP) MODE---------------------------------
FILEP 8/8
9-3439604 OK
617 MEMORY TX
REASON FOR ERROR E-2) BUSY
E1) HANG UP OR LINE FAIL E-4) NO FACSIMILE CONNECTION
—
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
[phone]
Michael F. Easley, Governor William G, boss Jr , Secretary
FAX COVER SHEET
Dale: d e w # pages (excluding cover)
To: ; .//, , �rf, _ From: Gloria Jones
CO: Division.; { press Perm
FAx #:_ D FAX#: [phone]
REMARKS: _ 5Y22
127 CaWnol Drive Extension, V01mington, N,C 78405-.1845 Riephonc [phone] Fns(910) 350,2004
An Cqunl Opportunity Afflrmrtive Action Employer

war , 0
i3 `C
October 5, 2006
Mr Charles R Price, Manager
Overlook at Caison's Creek, LLC
3105A Holden Beach Road
Supply, NC 28462
Subject Stormwater Permit No SW8 060831
Overlook at Caison's Creek
High Density Project
Brunswick County
Dear Mr Price
Michael F Easley, Governor
William G Ross Jr , Secretary
North Carolina Depai tment of Etrvnonment and Natural Resources
Alan W Klimek, P E Director
Division of Watcr Quality
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Overlook at Caison's Creek on September 7, 2006 Staff review of the plans
and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H 1000 We are forwarding Permit No
SW8 060831 dated October 5, 2006, for the construction of the subject protect
This permit shall be effective from the date of issuance until October 5, 2016, and shall be
subject to the conditions and limitations as specified therein Please pay special attention to
the Operation and Maintenance requirements in this permit Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within sixty (60) days
following receipt of this permit This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P O Drawer 27447, Raleigh, NC 27611-7447 Unless such demands
are made this permit shall be final and binding
If you have any questions, or need additional information concerning this matter, please
contact Paul Bartlett, or me at [phone]
Sincerel
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENBlptb S 1WQSISTORMWATERERIPERMIT1060831 oct06
cc J Phillip Norris, P E , Norris, Kuske & Tunstall Consulting Engineers, Inc
Delaney Aycock, Brunswick County Building Inspections
Jeff Phillips, Brunswick County Engineering
Paul T Bartlett, P E
Wilmington Regional Office
Central Files
n t NhCaro tna
Nwumllty
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet www ncwatetqualrty org Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

State Stormwater Management Systems
Permit No SW8 060831
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Charles R Price and Overlook at Carson's Creek, LLC
Overlook at Carson's Creek
Brunswick County
construction, operation and maintenance of an infiltration basin in compliance with the
provisions of 15A NCAC 2H 1000 (hereafter referred to as the "stormwater rules') and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit
This permit shall be effective from the date of issuance until October 5, 2016, and shall
be subject to the following specified conditions and limitations
I DESIGN STANDARDS
1 This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
2 This stormwater system has been approved for the management of stormwater
runoff as described in Section 16 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 169,654 square feet of
impervious area This basin must be operated with a 50' vegetated filter
3 The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans The built -upon area for the future
development is limited to 2,500 square feet
4 All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans
5 The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system
Page 2 of 7

State Stormwater Management Systems
Permit No SW8 060831
6 The following design criteria have been provided in the infiltration basin and must
be maintained at design condition
a Drainage 2Area, acres
Onsite, ft
Offsite, ft2
b Total Impervious Syrfaces, ft2
Onsite Buildings, ft
Onsite Street/Parking, ft2
Onsite Sidewalks & Drivys, ft2
Other Onsite (Future), q
Offsite (Exist Street), ft
c Design Storm, inches
d Basin Depth, feet
e Bottom Elevation, FMSL
f Bottom Surface Area, ft2
g
h
k
m
n
0
p
Bypass Weir Elevation, FMSL
Permitted Storage Volume, ft3
Type of Soil
Expected Infiltration Rate, in/hr
Seasonal High Water Table, FMSL
Time to Draw Down, hours
Receiving Stream/River Basin
Stream Index Number
Classification of Water Body
742
315,055
8,160
169,654
83,940
55,452
19,602
2,500
8,160
15
09
308
26,891
29 00 (Bypass via top of Pump Station)
25,912
Mandarin and Leon Sand
50
2869
6 3 (at Pump rate = 420 GPM)
UT ICWW / Lumber
15-25
"SA, HQW"
Pump Station TSURUMI Model # KTZ 45 5-60
7 5 HP, 3430 rpm, 230/460 V, 30, 60 HZ
Operating Point = 420 GPM, 15' TDH
Pump On Invert Elev = 25 0'
Pump Off Invert Elev = 24 0'
II SCHEDULE OF COMPLIANCE
1 The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface
2 During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
3 The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to
a Semiannual scheduled inspections (every 6 months)
b Sediment removal
c Mowing and revegetation of slopes and the vegetated filter
d Immediate repair of eroded areas
e Maintenance of all slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter
g A clear access path to the bypass structure must be available at all times
Page 3 of 7

State Stormwater Management Systems
Permit No SW 8 060831
4 Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ The records will indicate the date,
activity, name of person performing the work and what actions were taken
5 The facilities shall be constructed as shown on the approved plans This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data
6 Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation Any deviations from the
approved plans and specifications must be noted on the Certification A
modification may be required for those deviations
7 If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility
8 Access to the stormwater facilities shall be maintained via appropriate
easements at all times
9 The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below
a Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area or to the
drainage area
e Further subdivision, acquisition, lease or sale of all or part of the project
area The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought
f Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
10 The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction
11 A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction
12 The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made
III GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate
The approval of this request will be considered on its merits and may or may not
be approved The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request
Page 4 of 7

State Stormwater Management Systems
Permit No SW8 060831
2 Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215 6A to 143-215 6C
3 The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction
4 In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
5 The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility
6 The permit may be modified, revoked and reissued or terminated for cause The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition
7 Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
8 Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
9 The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days
Permit issued this the 5th day of October 2006
NOR 1CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for AlaifW Klimek, P E , Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 060831
Page 1 of 2
Overlook at Caison's Creek
Stormwater Permit No SW8 060831
Brunswick Count
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specification
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No SW8 060831
Page 2 of 2
Certification Requirements
1 The drainage area to the system contains approximately the permitted
acreage
2 The drainage area to the system contains no more than the permitted
amount of built -upon area
3 All the built -upon area associated with the project is graded such that the
runoff drains to the system
4 All roof drains are located such that the runoff is directed into the system
5 The bypass structure weir elevation is per the approved plan
6 The bypass structure is located per the approved plans
7 A Trash Rack is provided on the bypass structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
10 The inlets are located per the approved plans and do not cause short-
circuiting of the system
11 The permitted amounts of surface area and/or volume have been
provided
12 All required design depths are provided
13 All required parts of the system are provided
14 The required system dimensions are provided per the approved plans
cc NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building inspections
Jeff Phillips, Brunswick County Engineering
Page 7 of 7

State Stormwater Management Systems
Permit No SW8 060831
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Charles R Price and Overlook at Carson's Creek, LLC
Overlook at Carson's Creek
Brunswick County
FOR THE
construction, operation and maintenance of an infiltration basin in compliance with the
provisions of 15A NCAC 2H 1000 (hereafter referred to as the "stormwater rules') and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit
This permit shall be effective from the date of issuance until October 5, 2016, and shall
be subject to the following specified conditions and limitations
I DESIGN STANDARDS
1 This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
2 This stormwater system has been approved for the management of stormwater
runoff as described in Section 16 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 169,654 square feet of
impervious area This basin must be operated with a 50' vegetated filter
3 The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans The built -upon area for the future
development is limited to 2,500 square feet
4 All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans
5 The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system
Page 2 of 7

Skate Stormwater Management Systems
Permit No SW8 060831
6 The
following design criteria have been provided in the infiltration basin and must
be maintained at design condition
a
Drainage Area, acres
742
Onsite, ft2
315,055
Offsite, ft
8,160
b
Total Impervious Surfaces, ft2
169,654
Onsite Buildings, ft
83,940
Onsite Street/Parking, ft2
55,452
Onsite Sidewalks & Drivgs, ft2
19,602
Other Onsite (Future), f
2,500
Offsite (Exist Street), ft
8,160
c
Design Storm, inches
1 5
d
Basin Depth, feet
09
e
Bottom Elevation, FMSL
308
f
Bottom Surface Area, ft2
26,891
g
Bypass Weir Elevation, FMSL
29 00 (Bypass via top of Pump Station)
h
Permitted Storage Volume, ft3
25,912
i
Type of Soil
Mandarin and Leon Sand
i
Expected Infiltration Rate, inlhr
50
k
Seasonal High Water Table, FMSL 2869
1
Time to Draw Down, hours
6 3 (at Pump rate = 420 GPM)
m
Receiving Stream/River Basin
UT ICWW 1 Lumber
n
Stream Index Number
15-25
o
Classification of Water Body
"SA, HQW"
p
Pump Station
TSURUMI Model # KTZ 45 5-60
7 5 HP, 3430 rpm, 230/460 V, 30, 60 HZ
Operating Point = 420 GPM, 15' TDH
Pump On Invert Elev = 25 0'
Pump Off Invert Elev = 24 0'
II SCHEDULE OF COMPLIANCE
1 The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface
2 During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
3 The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to
a Semiannual scheduled inspections (every 6 months)
b Sediment removal
c Mowin.9 and revegetation of slopes and the vegetated filter
d Immediate repair of eroded areas
e Maintenance of all slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter
g A clear access path to the bypass structure must be available at all times
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 060831
4 Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ The records will indicate the date,
activity, name of person performing the work and what actions were taken
5 The facilities shall be constructed as shown on the approved plans This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data
6 Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation Any deviations from the
approved plans and specifications must be noted on the Certification A
modification may be required for those deviations
7 If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility
8 Access to the stormwater facilities shall be maintained via appropriate
easements at all times
9 The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below
a Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area or to the
drainage area
e Further subdivision, acquisition, lease or sale of all or part of the project
area The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought
f Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
10 The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction
11 A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction
12 The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate
The approval of this request will be considered on its merits and may or may not
be approved The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request
Page 4 of 7

State Stormwater Management Systems
Permit No SW8 060831
2 Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215 6A to 143-215 6C
3 The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction
4 In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
5 The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility
6 The permit may be modified, revoked and reissued or terminated for cause The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition
7 Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
8 Approved plans and specifications for this protect are incorporated by reference
and are enforceable parts of the permit
9 The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days
Permit issued this the 5th day of October 2006
NORTOAEMROLINA ENVIR NMENTAL MANAGEMENT COMMISSION
A� ('3- e, �
for A a limek, P E , Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 060831
Page 1 of 2
Overlook at Carson's Creek
Stormwater Permit No SW8 060831
Brunswick County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specification
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No SW8 060831
Page 2 of 2
Certification Requirements
1 The drainage area to the system contains approximately the permitted
acreage
2 The drainage area to the system contains no more than the permitted
amount of built -upon area
3 All the built -upon area associated with the project is graded such that the
runoff drains to the system
4 All roof drains are located such that the runoff is directed into the system
5 The bypass structure weir elevation is per the approved plan
6 The bypass structure is located per the approved plans
7 A Trash Rack is provided on the bypass structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
10 The inlets are located per the approved plans and do not cause short-
circuiting of the system
11 The permitted amounts of surface area and/or volume have been
provided
12 All required design depths are provided
13 All required parts of the system are provided
14 The required system dimensions are provided per the approved plans
cc NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
Jeff Phillips, Brunswick County Engineering
Page 7 of 7

N KT #06072
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)
Overlook at Carson's Creek, LLC
2 Print Owner/Signing Official's name and title (person legally responsible for facility and compliance)
Greg Faurote, Agent 6A— [� , r`, f �`cp /''f,os L-*—
Mailing Address for person listed in item 2 above
3105A Holden Beach Road
City Supply State NC Zip 28462
Telephone Number [phone]
4 Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc )
Overlook at Caison's Creek
Location of Project (street address)
NC 130
City Holden Beach County Brunswick
6 Directions to project (from nearest major intersection)
From the intersection of US 17 & NC 130, take NC 130 towards Holden Beach to the intersection
of NC 130 and SR 1139 Site is on the right justpast this intersection
7 Latitude 330 55' 33"
Longitude 780 17' 23"
of project
Contact person who can answer questions about the project
Name J Phillip Norns, P E Telephone Number [phone]
II PERMIT INFORMATION
Specify whether project is (check one)
X New
Form SWU-101 Version 3 99 Page 1 of 4
Renewal Modification

2 If this application is being submitted as the result of a renewal or modification to an existing penmit, list the
Existing permit number NIA And its issue date (if known) NIA
3 Specify the type of protect (check one)
Low Density X High Density Redevelop General Permit Other
4 Additional Project Requirements (check applicable blanks)
CAMA Major X Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748
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
Infiltration Basin
2 Stormwater runoff from this project drains to the Lumber River Basin
3 Total Project Area 7 42 AC 4 Project Built Upon Area 52 5 %
5 How many drainage areas does the project have? 1
6 Complete the following information for each drainage area If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
UT Atlantic Intraooastal Waterway
Receiving Stream Class
SA'
ob
Drainage Area
7 42 AC 132 ,215 SF
Existing Impervious * Area
0 187 AC 18,160 SF
Proposed Impervious* Area
3 71 AC 1161,607 SF
% Impervious* Area total
52 5%
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
1927 AC / 83,940 SF
On -site Streets
0
On -site Parking
1 273 AC / 55,452 SF
On -site Sidewalks & Drives
0 450 AC / 19,602 SF
Other on -site (Future)
0 057 AC / 2,500 SF
Off -site Ex Street)
0 187 AC / 8,160 SF
Total 3 89 AC / 169,654 SF
Total
* Impervious area is defined as the built upon area including, but not limited to, buildings roads, parking areas
sidewalks, gravel areas, etc
Form SWU-101 Version 3 99 Page 2 of 4

7 How was the off -site impervious area listed above derived? NIA
IV DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development pnor 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
The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality These covenants may
not be changed or deleted without the consent of the State
2 No more than 169,654 square feet ofany lot shall be covered by structures or impervious materials
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include
wood decking or the water surface of swimming pools
Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings
4 Built -upon area in excess of the permitted amount requires a state stormwater managementpermit modification
prior to construction
All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, 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
Form SWU-102
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SWU-108
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Form SWU-101 Version 3 99 Page 3 of 4

VI SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item
• Original and one copy of the Storrnwater Management Permit Application Form
• One copy of the applicable supplement form(s) for each BMP
• Permit application processing fee of W+(payable to NCDENR)#41000 � 00
• Detailed narrative description of stormwater treatment / management
• Two copies of plans and specifications, including
- 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
- 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
J Phillip Norris, P E
Designated agent (individual or firm) Norris, Kuske & Tunstall Consulting Engineers, Inc
Mailing Address 902 Market Street
City Wilmington State NC Zip
Phone [phone]
VM. APPLICANT'S CERTIFICATION
Fax [phone]
28401
I, (print or type name ofperson listed in General Information, item 2) Greg Faurote, Agent ,
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
Form SWU-101 Version 3 99 Page 4 of 4
Date ') — / 3-0 G,

8
f
a NKT #06072
Permit No D 0(00 %al
State of North Carolina (to be provided by DWQ)
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review
A complete stormwater management plan submittal includes a stormwater application form, an
infiltration basin supplement for each system, design calculations, soils report and plans and
specifications showing all stormwater conveyances and system details
I. PROJECT INFORMATION
Project Name Overlook at Carson's Creek
Contact Person J Phillip Noms, P E Phone Number [phone]
This worksheet applies to Basin No in Drainage Area
H.
(as identified on plan) (from Form SWU-101)
DESIGN INFORMATION — Attach supporting calculations/documentation The soils report must be
based upon an actual field investigation and soil borings County soil maps are not an acceptable
source of soils information All elevations shall be in feet mean sea level (fmsl)
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Form SWU-103
Mandarin & Leon Sand
5 In/hr r cf/hr/sf (circle appropriate units)
28 69 fins[ (Seasonal High Water Table elevation)
1 5 _ inch (1 S inch event for S,4 waters, 1 inch even# for others)
25,046 c f
0 085 Days
Irregular ft x
25,912 c f
Version 3 99
Irregular ft = 26,891 sq ft (bottom dimensions)
30 80 fmsl 6
3170 fmsl
3220 f nsl �2�, 141r V «
Page 1 of 3

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N C Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section 15 A NCAC 2H 1008
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached if the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below If a requirement has not been met, attach justification.
Applicants Initials
System is located 50 feet from class SA waters and 30 feet from other surface waters
System is located at least 100 feet from water supply wells
Bottom of system is at least 2 feet above the seasonal high water table
Bottom of the system is 3 feet above any bedrock or impervious soil horizon
System is not sited on or in fill material DWQ approval has been obtained
System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way
Drainage area for the device is less than 5 acres
Soils have a minimum hydraulic conductivity of 0 52 inches per hour and soils report is
attached
System captures and infiltrates the runoff from the first 10 inch of rainfall (1 5 inch event
for areas draining to SA waters) Design volume and infiltration calculations attached
System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage Calculations attached
All side slopes stabilized with vegetated cover are no steeper than 3 1 (H V)
A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided
Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches
or dense vegetative cover is provided
Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters
o Flow distribution mechanism within the basin is provided
A benchmark is provided to determine the sediment accumulation in the pretreatment
device
q Runoff in excess of the design volume bypasses off-line systems (bypass detail provided)
r System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days A soils report and all
pertinent draw -down calculations are attached
s Plans ensure that the installed system will meet design specifications (constructed or
stored) upon initial operation once the project is complete and the entire drainage area is
stabilized
Form SWU-103 Version 3 99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition
2 Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six -inches, and remove trash as needed
3 After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration Remove any blockage and repair the structure to approved
design specifications
4 Remove accumulated sediment from the pretreatment system and infiltration basin annually or when
depth in the pretreatment unit is reduced to 75% of the original design depth The system shall be
restored to the original design depth without over -excavating Over -excavation may cause the required
water table separation to be reduced and may compromise the ability of the system to perform as
designed Removed sediment shall be disposed of in an appropriate manner and shall not be handled in a
manner that will adversely impact water quality (i a stockpiling near a stormwater treatment device or
stream, etc.)
A benchmark shall be established in the pretreatment unit The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments
When the design depth reads D • (01 r7 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H 1000 must be designed, approved and constructed
I acknowledge and agree by my signature below that I am responsible for the performance of the five
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 Greg Faurote, Agent
Address 3105A Holden Beach Road Supply, NC 28462
Phone [phone]
Signature
Date 7 — l 3 o to
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
I, Nf- _,,,a Notary Public for the State of6A_Q0LCA1)_&QCoUntyof
1�1; , do hereby certify that �(- I personally appeared before me this
, day of „ and acknowledge the due execution of the foregoing infiltration
i'f -nance requirements Witness my hand and official seal
F,�,OI1+)
attgnature
PLI BL,G
FOIL
OVER%_%°
efr111n O
399
expires QJ - 0 6 "0 - l
Page 3 of 3

r
L_
L • ,�tllilillllj
w N
f -.'
lip '+L +

NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC
September 7, 2006
Mr Paul Bartlett, P E , Environmental Engineer
NC DENR
Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re Overlook at Carson's Creek
Stormwater Project SW8 060831
Additional Information
NKT Project No 06072
Dear Mr Bartlett
J Phillip Norris, PE
John A Kuske, III, PE
John S Tunstall, PE
J A Kuske, PE of Counsel
We are responding to your comments of August 29, 2006 regarding the subject project as
follows
The inverts have been changed They had been reversed
A check valve has been added and the bypass has been changed to a flume
V
The vegetative filter detail has been revised
4 /A copy of the new pump is enclosed
The pump calculations have been revised as requested
We are enclosing two (2) sets of revised plans, one (1) copy of the pump data and pump
calculations for your continued review and approval Please contact us if you have any further
questions or comments Thank you for your assistance on this project
Sincerely,
NORRIS, KUSKE & TUNSTA L
CONSULTING ENGINEERS INI
0IP
p orris
/asn
06072 09-07-06-s-sw response-Itr
SEP 0 7 2006
cc Eric Ruppart / Overlook at Caison's Creek, LLC
902 Market Street 0 Wilmington, NC 28401-4733 - Phone [phone] - Fax [phone]

r' !
FILE MODE
---------------
797 MEMORY TX
P 1
COMMUNICATION RESULT REPORT ( AUG 29 2006 2 02PM )
TTI NCDENR WIRO
OPTION ADDRESS (GROUP) �- PAGE
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
93439604
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F Easley, Covemor
Date: 8/29/06
To: Phil NoMs
Company: NKT
FAX #: [phone]
FAX COVER SHEET
P 3/3
William G. Ross, Jr., Secretary
No. of Pages., 3 (Incl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 060831
Project Name: Overlook at Colson's Creek
MESSAGE:
Phil,
A Request for Additional Information is attached for the subject project The original will
be made to Mr Price, and a copy will be mailed to Mr Faurote and you.

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F Easley, Governor
Date: 8/29/06
To: Phil Norris
Company: NKT
FAX #: [phone]
William G Ross, Jr, Secretary
FAX COVER SHEET
No. of Pages: 3 (Incl Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #. [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 060831
Project Name: Overlook at Callson's Creek
MESSAGE:
Phil,
A Request for Additional Information is attached for the subject project
beWmjaileto Price, and a copy will be mailed to Mr Faurote and you
ENBlptb S1WQSISTORMWATERIADDINF0120061060831 aug06
The original will
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

o�o� w A rFgpG
D 't
August 29, 2006
Mr Charles R Price, Member
Overlook at Carson's Creek, LLC
P O Box 221
Kent, OH 44240
Subject, Request for Additional Information
Stormwater Project No. SW8 060831
Overlook at Carson's Creek
Brunswick County
Dear Mr Price
Michael F Easley, Governor
William G Ross Jr Secretary
North Carolina Department of Environment and Natural Resources
Alan W Klimek P E Director
Division of Water Quality
The Wilmington Regional Office received a Stormwater Management Permit Application for
Overlook at Carson's Creek on August 10, 2006 A preliminary review of that information has
determined that the application is not complete The following information is needed to
continue the stormwater review
tlPlease clarify the invert elevations for CI #8 and Cl #9 on Sheet #C1 It appears
that the invert elevations may be reversed
Please illustrate the check valve and add the bypass pipe diameter on the pump
station detail of Sheet #C6
3 Please modify the vegetative filter detail on Sheet #C6 as follows (a) re -label the
filter length dimension as ' min , and (b) add the discharge pipe from 'Pe pump
t station to the rip -rap with Up and down invert elevations
7 r
4 / Please provide a copy of the selected pump's performance curve with the
operating point illustrated on the curve
5 Please clarify the volume rate, Q, calculation on page 2 of the calculations It
appears that if the selected rainfall design rate is 0 25 inlhr (1 5" in 6 hrs), Q is
approximately 0 98 cfs or 440 GPM vs the proposed 150 GPM For pump
systems, we prefer to see storage volume and basin volume/infiltration that will
result in the design storm volume being pro esseq by a combination of storage,
pumping, and infiltration within 2 hours r 1 4 5
Please note that this request for additional information is in response to a preliminary review
The requested information should be received by this Office prior to September 7, 2006, or the
application will be returned as incomplete The return of a project will necessitate resubmittal of
all required items, including the application fee
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter The
request must indicate the date by which you expect to submit the required information
NO
Npi Carolina
Nalwally
North Carolina Division of Water Quality t 27 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet www ncwaterqualay org fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

y
Mr Charles R Price, Member
August 29, 2006
Stormwater Application No SW8 060831
The construction of any impervious surfaces, other than a construction entrance
under an approved Sedimentation Erosion Control Plan, is a violation of NCGS
143-215 1 and is subject to enforcement action pursuant to NCGS 143-215 6A
Please reference the State assigned protect number on all correspondence Any
original documents that need to be revised have been sent to the engineer or agent All
original documents must be returned or new originals must be provided Copies are not
acceptable If you have any questions concerning this matter please feel free to call me
at [phone]
Sinc ely, /1)
Paul T Bartlett, P E
Environmental Engineer
ENBlptb S1WQSISTORMWATERIADDINFO120061060831 aug06
cc J Phillip Norris, P E , Norris, Kuske & Tunstall Consulting Engineers
Mr Greg Faurote, Agent
Paul Bartlett

MAY 22,2006 10.55A DEED BLDRS LLC 910 842 3849
r
MOS-A Holden BesM Rd ■
Holden Beads, NC 2e4B2
(P) 910-842-3848
(F) 910-842-3MO
(C) 910- "2060
=C;
711e Vincent Lewis Am m Eno Ruppart
Iac 910-350-2004 Pagan 2
Phi 910-7913-7378 Oat= May 22, 2000
Rs OVERLOOK C Carson's Creek CC:
a Urgent 0 Per Renew ❑ Pkart d Pk ese Reply ❑ Pkime Recycle
Mr Lewis,
Thank you for your time this morning at Carson's Creek What follows is the map printed for your use
as you had requested I tried to email, but the Me size is ISMS and your server would nat acoept that
Sze If you should need anything further that I may have or have access to, don"t hestlate to call at the
numbers listed above
Sincerely,
Enc Ruppart
page 1

I
3
..... .....
os�

9�9and�ewayevnr'4d Wbu'rv/ z, Ac.
,fob l G�1lrre 6ive 2522
A nra?Y10,sa, JWh Aaaiolma 28402
asaP'Y A "nCh op�' YaIk
8805 G%dZr'Y/a d"'I'e t a7RWW'
Wfli,w i�4n, ,/W 28108
June 16, 2006
Eric Ruppart
3105 A Holden Beach Rd
Holden Beach, NC 28462
6
A9ze 910-452-0001
Sax 9104V-0060
(OWW /mY'W a J'aPl
Reference Stormwater permitting for the 7 acre Overlook at Casion's Creek Tract in
Holden Beach, NC
Dear Mr Ruppart
On Monday May 22, 2006, Land Management Group, Inc had the pleasure of
evaluating the proposed stormwater infiltration areas at the proposed "NW" Tract SID
The purpose of the evaluation was to describe the soil profile, quantify the depth to the
seasonal high water table, and to inform the project engineer of any potential limitations
of this project Actual hydraulic conductivity measurements were not taken Therefore,
my report will focus on estimated infiltration rates
The soils at this site are mapped as Mandarin soil series soils m the Soil Survey of
New Hanover County (USDA, 1977) Actual soil borings confirm the soil to be a
Mandarin and Leon soil series, Appendix A The soil can best be described as deep sands
that formed in a series of depositional events with a weakly cemented pan It is expected
that these soils will have high infiltration rate in the range of5mThr The seasonal high
water table is normally evident by observation of redoxunorphic features suggesting past
conditions of saturation and reduction During ajomt evaluation with Vincent Lewis
there is evidence of redoximorphic features noted as shallow as 20" in one of the borings
In the other borings, the seasonal high water table was as shallow asp cross the site
(see complete profile descriptions in Appendix A). I must conclude that the depth to the
seasonal high water table is 30" m boring 1 and 20"in boring2. The physical water
levels recorded on May 22, 2006 were greater than 48" as documented in the profile
descriptions All recorded depths are from the existing surface as noted in the profile
descriptions The official published description and physical and chemical data for a
Mandarin and Leon soil senes are shown to Appendix B for comparison

At the direction of Vincent Lewis, LMG would propose that fill material be added
to the low end of the project such that the existing soil surface is the base of the created
infiltration basm and the direction of the water is directed to infiltrate towards the basin
The design in filtration rate should not exceed 5 inches per hour
In summary, it appears that the site is viable for a stormwater infiltration system
as directed by Vincent Lewis Thus area has soils that have a seasonal high water table in
the range of 20-30" from the soil surface and an infiltration rate of 5" per hour No
limitations to the proposed use have been identified on this site. Please do not hesitate to
contact me if you have any questions with this report I maybe reached at 910-452-0001,
910-471-0777 or at lwilliamsA mgroup net
Sincerely,
soil
ohn P Williams
NC Licensed Soil Scientist, #I 113
SC Professional Soil Classifier, 458 {
IT13

Profile Descriptions
Hole 1
Micro Ridge 0-1%
A — 0-4" Fine Sand, granular, very friable, non sticky non plastic, 2 5Y 511
E — 4-30" Fine Sand, single grained, loose, non sticky non plastic, 2 5Y 7/3
Bh -- 30-35" Loamy Fine Sand, weak medium subangular blocky very weakly cemented,
friable non sticky non plastic, 10YR 3/3
Bw — 3548" Loamy Fine Sand, weak medium subangular blocky, friable, non sticky non
plastic, 2 5Y 5/3 with 2 5Y 6/2 mottles.
Physical Water None
SHWT 30"
Hole 2
Micro Ridge 0-1%
A — 0-4" Fine Sand, granular, very friable, non sticky non plastic, 2 5Y 511
E — 4-20" Fine Sand, single grained, loose, non sticky non plastic, 2 5Y 7/3
Bh — 20-28" Loamy Fine Sand, weak medium subangular blocky very weakly cemented,
friable non sticky non plastic, 1 OYR 3/2
Bh/E — 28-48" Loamy Fine Sand, weak medium subangular blocky, friable, non sticky
non plastic, 2 5Y 3/3 with 2 5Y 7/1 layers of E horizon
Physical Water None
SHWT 20"

Appendix B
Published Description and Chemical and Physical Properties of the Mandarin and
Leon Soil Series

Official Series Description - MANDARIN Series
Page 1 of 4
LOCATION MANDARIN FL+GA NC
Established Series
AGH, Rev MHC
08/2004
MANDARIN SERIES
MLRA(s) 153A
MLRA Office Responsible Raleigh, North Carolina
Depth Class very deep
Drainage Class (Agricultural) somewhat poorly drained
Internal Free Water Occurrence moderate deep, common
Index Surface Runoff negligible
Permeability moderate
Landscape lower coastal plain
Landform marine terrace
Geomorphic Component talf
Parent Material marine sediments
Slope 0 to 3 percent
Elevation (type location)
Mean Annual Air Temperature (type location) 67 degrees F
Mean Annual Precipitation (type location) 55 inches
TAXONOMIC CLASS: Sandy, siliceous, thermic Oxyaquic Alorthods
TYPICAL PEDON: Mandarin fine sand, on a smooth convex 0 5 percent slope, in forest (Colors are
for moist soil )
A--O to 4 inches, dark gray (IOYR 4/1) fine sand; weak fine granular structure, very fnable; extremely
acid, clear wavy boundary (2 to 8 inches thick)
E1-4 to 8 inches, light brownish gray (10YR 6/2) fine sand, single grained, loose, extremely acid; clear
wavy boundary.
E2--8 to 26 inches, light gray (10YR 7/1) fine sand, single grained, loose, strongly acid, abrupt wavy
boundary (Combined thickness of the E horizon is 3 to 24 inches)
Bh1--26 to 30 inches, very dark grayish brown (IOYR 3/2) fine sand, weak fine subangular blocky
structure; friable, in places sand grains well coated with organic matter, very strongly acid, gradual
wavy boundary
Bh2--30 to 35 inches, very dark brown (10YR 2/2) fine sand; weak fine subangular blocky stricture,
friable, in places sand grains well coated with organic matter, few medium faint dark brown (10YR 3/3)
soft masses of iron accumulation, very strongly acid, clear wavy boundary
Bh3--35 to 40 inches, black (5YR 2/1) fine sand, moderate medium subangular blocky structure, friable,
in places sand grams well coated with organic matter, few fine prominent yellowish brown (IOYR 5/4)
httn //www2 ftw nres mda cov/osd/dat/M/MANi)AR1N html 6/14/2006

Official Series Description - MANDARIN Series Page 2 of 4
soft masses of iron accumulation, very strongly acid, gradual wavy boundary
BE-40 to 46 inches, brown (I OYR 5/3) fine sand, single grained, loose, moderately acid; gradual
smooth boundary
E'1--46 to 56 inches, light gray (1 OYR 7/2) fine sand, single grained, loose, slightly acid, gradual wavy
boundary
E'2--56 to 62 inches, white (10YR 8/1) fine sand; smgle grained, loose, few medium faint very pale
brown (I OYR 7/3) soft masses of iron accumulation, neutral, gradual wavy boundary
E'3--62 to 73 inches, grayish brown (I OYR 5/2) fine sand, single grained, loose, neutral, gradual wavy
boundary
B'h--73 to 80 inches, black (I OYR 2/1) fine sand; few fine distinct white (l OYR 8/1) bodies, weak fine
subangular blocky structure, friable; in places sand grams coated with organic matter, moderately acid
TYPE LOCATION: Duval County, Florida; 3,000 feet north of Atlantic Boulevard, 0 7 mile west of
Givm Road 1nNE1/4NW1A, Sec 22, T 2 S , R 28 E
RANGE IN CHARACTERISTICS:
Depth to the top of the Spodic: less than 30 inches
Depth to Bedrock Greater than 60 inches
Depth to Seasonal High Water Table. 18 to 42 inches, June to December or November to April
Soil Reaction extremely acid to moderately acid m the A, E, and Bh horizons and from extremely acid
to neutral in the BE, E', and B'h horizons
Other Features All horizons are sand, fine sand, loamy sand or loamy fine sand
Other Features Some pedons do not have a bisequum of E and Bh horizons, and are underlam by a C
horizon instead
RANGE OF INDIVIDUAL HORIZONS:
A horizon
Color-- hue of 1 OYR, value of 2 to 6, and chroma of 1 or 2, or is neutral (N) with value of 3 to 5
E horizon
Color-- hue of i OYR, value of 4 to 8, and chroma of 1 to 8
Bh and Bh honzon.
Color-- 2 5YR, value of 2 or 3, and chroma of 2 to 4, hue of 5YR, value of 2 or 3, and chroma of 1 to 4,
hue of 7 5YR, value of 2 5 to 5, and chroma of 1 or 2, or hue of 1 OYR, value of 2, and chroma of 1 or 2,
or hue 1 OYR, value of 3, and chroma of 1
Other features-- Weakly cemented m places m some pedons and sand grams are well coated with
organic matter It is massive or has blocky or subangular blocky structure
BE or BC horizon (if it occurs)
Color-- hue of 1 OYR or 2 5Y, value of 4 to 6, and chroma of 2 to 4, hue of 7 5YR, value of 4, and
chroma of 2 to 4, and value of 5, chroma of 4
E horizon
httn //www2 fkw nres usda eov/osd/dat/M/MANDARIN html 6/14/9006

Official Series Description - MANDARIN Series
Page 3 of 4
Color-- hue of 1 OYR or 2 5Y, value of 5 to 8, and chroma of I to 8, hue of 7 5YR, value of 6 to 8, and
chroma of l to 8
C horizon (if it occurs)
Color-- hue of 7 5YR to 2 5Y, value of 6 to 8, and chroma of I to 3
COMPETING SERIES:
Echaw soils-- have a spodic horizon between depths of 30 and 50 inches
Hurricane soils-- have a spodic horizon below a depth of 50 inches
Melvina soils have an argillic horizon and are underlain by limestone bedrock at 60 to 80 inches or more
Rid eland sods do not have an E horizon more than 2 inches thick between the A and Bh horizon
Ri don soils have an argillic horizon at 24 to 40 inches
GEOGRAPHIC SETTING:
Landscape lower coastal plain
Landform: marine terrace
Geomorphic Component talf
Parent Material marine sediments
Elevation
Mean Annual Air Temperature 65 to 70 degrees
Mean Annual Precipitation 50 to 60 inches
GEOGRAPHICALLY ASSOCIATED SOILS:
Camhoy soils-- do not have a spodic horizon and are better drained
Hurricane soils-- have a spodic horizon below a depth of 50
Leon soils-- have a water table within 18 inches of the surface for some period in most years
Mascotte soils-- have a water table within 18 inches of the surface for some period in most years, and
have a Bt horizon below the spodic horizon
Pottsbur:r soils-- have a spodic horizon at depths of 50 inches or more
Ortega soils-- do not have a spodic horizon and are better drained
Rutleae soilsdo not have a spodic horizon and are very poorly drained
Sapelo soils-- have a water table within 18 inches of the surface for some period in most years, and have
a Bt horizon below the spodic horizon
DRAINAGE AND PERMEABILITY:
Drainage class (Agricultural) somewhat poorly
Index Surface Runoff negligible
Internal Free Water Occurrence- moderately deep, common
Permeability moderate
USE AND VEGETATION:
Major Uses natural areas, some community development
Dominant Vegetation Where natural-- scattered second growth slash and longleaf pine, and scrub oak
with an understory of greenbriar, sawpalmetto, pmeland threeawn, creeping bluestem, paspalum,
panicum, and lopsided Indiangrass
DISTRIBUTION AND EXTENT: Northern peninsular Florida, Georgia, North Carolina The series is
of moderate extent
MLRA OFFICE RESPONSIBLE: Raleigh, North Carolina
httn //www2 ftw nrcS usda Qnv/osd/dat/M/MANDARIN htrnl 6/14/2006

Official Series Description - MANDARIN Series Page 4 of 4
SERIES ESTABLISHED: Duval County, Florida, 1977
REMARKS: Mandarin soils were formerly mapped as a thermic variant of the Cassia series Based on a
2-year soil temperature study, the mean annual soil temperature range for this soil to Duval County,
Honda is about 69 2 to 71 5 degrees F
Diagnostic horizons and soil characteristics recognized in this pedon are
Ochric epipedon--the zone from 0 to 4 inches (A horizon)
Albic honzon--the zone from 4 to 26 inches (E horizon)
Spodic honzon--the zone from 30 to 40 inches and 73 to 80 or more inches (Bh2, Bh3 and Bh horizons)
Aquic conditions --the soil has redox depletions and concentrations within 18 to 42 inches of the surface,
with periodic saturation and reduction at some time during the year
Series control section --the zone from 0 to 60 inches
ADDITIONAL DATA: Pedon 51b -13 - (1-11) m soil survey of city of Jacksonville, Duval County,
Florida
Pedon (S79FL-005-006) soil survey of Bay County, Florida Pedon (S80FL-131-033) soft survey of
Walton County, Florida
Data Map Unit ID (type location) 00000
TABULAR SERIES DATA:
SOI-5 Soil Name Slope
FLO188 MANDARIN 0- 2
FL0506 MANDARIN 0- 2
Airtemp FrFr/Seas Precip Elevation
SOI-5 FloodL FloodH Watertable Kind Months Bedrock Hardness FLO188 NONE
FL0506 OCCAS 1 5-3 5 APPARENT JUN-DEC 60-60
SOI-5
Depth
Texture
3-Inch
No-10
Clay%
FLO188
26-40
FS
S
LFS
0- 0
100-100
2- 9
FLO188
40-73
FS
S
0- 0
100--100
0- 3
FLO188
73-80
FS
S
LFS
0- 0
100-100
2- 9
FL0506
0-10
FS
S
0- 0
100-100
0- 3
FL0506
10-20
FS
S
0- 0
100-100
2-- 9
FL0506
20-80
FS
S
0- 0
100-100
0- 3
SOI-5
Depth
-pH-
O M. Salin
Permeab
Shnk-Swll
FLO188
0-26
3.6-
6
0 5-3 0-
0
6.0-
20 LOW
FLO188
26-40
3
6-
6
0 - 0-
0
0 6-
2 0 LOW
FLO188
40-73
3
6-
7
3 - 0-
0
6 0-
20 LOW
FLO188
73-80
3
6-
7
3 - 0-
0
0 6-
2 0 LOW
FLO506
0-10
3
6-
6
0 5-3 0-
0
6.0-
20 LOW
FLO506
10-20
3
6-
6
0 - 0-
0
0 6-
2 0 LOW
FL0506
20-80
4
5-
7
3 - 0-
0
6 0--
20 LOW
National Cooperative Soil Survey
USA
-CEC- FL01BB 0-26 FS S
httn //www2 ftw nres usda Qov/nsd/datlM/MANDAR1N html 6/14/2006

Official Series Description - LEON Series
Pagel of 4
LOCATION LEON FL+AL GA MD MS NC SC VA
Established Series
Rev AGH, WGH, GRB
08/2005
LEON SERIES
The Leon series consists of very deep, moderate to moderately slowly permeable, poorly and very
poorly drained soils on upland flats, depressions, stream terraces, and tidal areas They formed in sandy
marine sediments of the Atlantic and Gulf Coastal Plain. Near the type location, the mean annual
temperature is about 68 degrees F , and the mean annual precipitation is about 55 inches Slopes range
from 0 to 5 percent
TAXONOMIC CLASS: Sandy, siliceous, thermic Aenc Alaquods
TYPICAL PEDON: Leon sand - forested (Colors are for moist soil)
A--O to 3 inches, very dark gray (IOYR 3/1) sand, rubbed; weak fine crumb structure, very friable, many
fine and medium roots, many clean sand grains give a salt -and -pepper appearance, very strongly acid,
clear smooth boundary (2 to 9 inches thick)
E1--3 to 9 inches, gray (IOYR 6/1) sand, common medium faint grayish brown (IOYR 5/2) streaks of
sand along root channels, single grained, loose, many fine and medium roots, very strongly acid,
gradual wavy boundary
E2--9 to 15 inches, light gray (IOYR 711) sand; few medium faint grayish brown (IOYR 5/2) streaks of
sand along root channels; single grained; loose, few fine and medium roots; common medium pores,
very strongly acid; clear wavy boundary (Combined thickness of the E horizons range from 4 to 25
inches )
Bh1--15 to 18 inches, black (5YR 2/1) sand; weak medium subangular blocky structure that parts to
weak fine granular; friable, many fine and medium roots and pores, more than 95 percent of sand grams
have organic coatings, very strongly acid, abrupt wavy boundary
Bh2--18 to 22 inches, dark reddish brown (5YR 2/2) sand, common medium faint black (10YR 2/1)
masses with more organic matter than matrix, distinct brown (7 5YR 4/4) streaks having less organic
carbon than matrix, weak fine subangular blocky structure that parts to weak fine granular, friable, few
fine and medium roots, common fine pores, more than 95 percent of sand grams have organic coatings,
very strongly acid, clear wavy boundary
Bh3--22 to 30 inches, dark brown (7 5YR 3/2) sand, common medium distinct vertical streaks of dark
reddish brown (5YR 2/2) sand along root channels, weak fine granular structure, friable, few fine and
medium roots and pores, many coated sand grams, very strongly acid; gradual wavy boundary
(Combined thickness of the Bh horizons range from 6 to 35 inches )
BE--30 to 33 inches, brown (10YR 5/3) sand, few faint streaks of light brownish gray (10YR 6/2) areas
with less orgaruc carbon than matrix, single grained, loose, few medium and fine roots, few fine pores,
httn //www2 ftw nres usda jzov/osd/dat/L./LEON html 6/14/2006

Official Series Description - LEON Series
Page 2 of 4
many uncoated sand grains, very strongly acid, gradual irregular boundary (2 to 30 inches thick)
E'--33 to 66 inches, light brownish gray (I OYR 6/2) sand, common medium faint dark grayish brown
(I OYR 4/2) masses with more organic carbon than matrix, single grained, loose, few fine and medium
roots, many uncoated sand grams, very strongly acid, clear wavy boundary (0 to 36 inches thick)
B1h--66 to 80 inches, very dark brown (1 OYR 2/2) sand, single grained, loose, common medium distinct
light brownish gray (1 OYR 6/2) streaks and pockets having less organic carbon than matrix, many
uncoated sand grams, very strongly acid
TYPE LOCATION: Bay County, Florida. Approximately 0 75 mile north of Mine Testing Laboratory
and U S Highway 98, about 3 0 miles south of West Bay along the west side of Woods Road; NW 1/4,
SW1/4,See 19,T 3S,R 15W
RANGE IN CHARACTERISTICS: The Bh horizon is within 30 inches of the soil surface Reaction
ranges from extremely acid to slightly acid throughout In tidal areas, the soil reaction ranges from very
strongly acid to moderately alkaline throughout
The A or Ap horizon has hue of 7 5YR or 1 OYR, value of 2 to 4, and chroma of 1 or 2, or is neutral with
value of 2 to 4 When dry, this horizon has a salt -and -pepper appearance due to nixing of organic matter
and white sand grains Texture is sand, fine sand, mucky fine sand, mucky sand, or muck
The E horizon has hue of 7.5YR to 2 5Y, value of 4 to 8, and chroma of 1 to 4, or is neutral with value
of 5 to 8 Redoximorphic features and streaks in shades of black or gray range from none to common
Texture is sand or fine sand
Where present, a transitional horizon between the lower E horizon and the Bhl horizon has hue of
I OYR, value of 2 to 4, and chroma of 1 Thickness ranges from 0 5 to 2.0 inches Texture is sand or fine
sand
The Bh horizon has hue of 5YR to 1 OYR, value of 2 or 4, and chroma of 1 to 4, or is neutral with value
of 2 to 4 This horizon burns white on ignition. Vertical or horizontal streaks or pockets of sand or
organic matter depletions in shades of gray or brown range from none to common Texture is sand, fine
sand, loamy sand or loamy fine sand
The E' horizon, where present, has hue of 7 5YR to 2 5Y, value of 4 to 8, and chroma of 1 to 3 Streaks
and masses of organic matter accumulation in shades of brown range from none to common Texture is
sand or fine sand
The B'h horizon, where present, is similar in colors and texture to the Bh horizon but occurs below the
BE or E' horizons
The C horizon, where present, has of 7 5YR to 2 5Y, value of 4 to 8, and chroma of 1 to 6 Texture is
sand or fine sand
COMPETING SERIES: The Witherbee series is the only known series in the same family The
somewhat poorly drained Witherbee soils have less developed spodic horizons
GEOGRAPHIC SETTING: Leon soils are on upland flats, depressions, stream terraces, and tidal
areas of the lower Atlantic and Gulf Coastal Plain They formed in thick beds of acid sandy marine
httn //www2 ftw nres usda izov/osd/dat/L/LEON html 6/14/2006

Official Series Description _ LEON Series
Page 3 of 4
sediments The climate is humid semitropical Slopes range from 0 to 5 percent The average annual
temperature ranges from 66 to 70 degrees F , and the average annual precipitation ranges from 50 to 60
inches
GEOGRAPHICALLY ASSOCIATED SOILS: These include the Chipley, Foxworth, Hurricane,
Kershaw, Lakeland, Lynn Haven, Mascotte, Olustee, Ortega, Osier, Plummer, Portsmouth, Pottsburg,
Rid eland, Scranton, and Wesconnett series Chipley, Foxworth, Kershaw, Lakeland, and Ortega soils
are on higher positions and lack spodic horizons In addition, Chipley soils are somewhat poorly
drained, Foxworth soils are moderately well drained to excessively drained, Kershaw and Lakeland soils
are excessively drained, and Ortega soils are moderately well drained Hurricane and Pottsburg soils
have a spodic horizon at depths greater than 50 inches In addition, Hurricane soils are somewhat poorly
drained and on higher positions and Pottsburg soils are somewhat poorly to poorly drained and on
similar to slightly higher positions Lynn Haven soils are on similar positions but have an umbric
epipedon Mascotte and Olustee soils are on similar positions but are underlain by argillic horizons
under the Bh horizon Oster soils are on flood plains and lack spodic horizons Plummer soils are on
sundar to lower positions and are grossarenic The very poorly drained Portsmouth are on lower
positions and lack spodic horizons Ridgeland and Wesconnett soils and lack E horizons between the A
and Bh horizons In addition, Ridgeland soils are on slightly higher positions and are somewhat poorly
drained while Wesconnett soils are in lower depressional areas and are very poorly drained The poorly
drained Scranton soils are on similar to slighter higher positions and lack spodic horizons
DRAINAGE AND PERMEABILITY: Poorly drained and very poorly drained, moderate to
moderately rapid permeability in the Bh horizons, moderate to moderately slow in the B'h horizons, and
rapid in the other layers
USE AND VEGETATION: Most areas of Leon soils are used for forestry, range, and pasture Areas
with adequate water control are used for cropland and vegetables Natural vegetation consists of longleaf
pine, slash pine, water oak, myrtle, with a thick undergrowth of sawpalmetto, runnmg oak, fetterbush,
inkberry (gallberry), chalky bluestem, creeping bluestem, and pineland threeawn (wiregrass) In
depressions, the vegetation is dominated by brackenfern, smooth sumac and swamp cyrilla are common
Vegetation in the tidal areas includes bushy seaoxeye, marshhay cordgrass, seashore saltgrass, bates, and
smooth cordgrass
DISTRIBUTION AND EXTENT: The Atlantic and Gulf Coastal Plain from Flonda, Maryland, South
Carolina and Virginia. The series is of large extent
MLRA OFFICE RESPONSIBLE: Auburn, Alabama
SERIES ESTABLISHED: Leon County, Florida, 1905
REMARKS: The water table is at depths of 6 to 18 inches for 1 to 4 months during most years In low
flatwoods or sloughs it is at a depth of 0 to 6 for periods of more than 3 weeks during most years It is
between depths of 18 and 36 inches for 2 to 10 months during most years It is below 60 inches during
the dry periods of most years Depressional areas are covered with standing water for periods of 6
months or more in most years
Diagnostic horizons and features recognized in this pedon are
Ochnc epipedon--the zone from the surface of the soil to a depth of approximately 15 inches (A, E1, and
E2 horizons)
httn //www2 ftw nres usda i7ov/osd/dat/L/LEON htnil 6/14/2006

urnciai genes Liescription - 1,11UN genes
Page 4 of 4
Albic horizons --the zones from approximately 3 mches to 15 inches and 33 inches to 66 inches (E1, E2,
and E' horizons) (not required for Leon series)
Spodic horizon within 30 inches --the zone from 15 inches to 22 inches (Bh1, Bh2, and Bh3 horizons)
and from approximately 66 inches to 80 inches or more (B'h horizons)
Aquic conditions--endosaturation throughout
IFAS Soil Characterization Data S2-1-(1-9), S2-2-(1-8), S3-3-(1-5), S4-8-(1-9), S10-12-(1-7) S12-17-
(1-7), S16-9-(1-7), S19-6-(1-5), S33-24-(1-7), S37-28-(1-8), S45-27-(1-7), S46-2-(1-6), S57-46-(1-6),
S66-24-(1-8), sample by IFAS, University of Florida, Gainesville, FL
S0I-5 Soil Name Slope Airtemp FrFr/Seas Precip Elevation FL0051 LEON 0- 5 65- 70 230-310 50- 60
8-135 FL0093 LEON 0- 2 65- 70 230-310 50- 60 8- 135 FL0406 LEON 0- 2 65- 70 230-310 50- 60 8-
135 FL0501 LEON 0- 2 65- 70 230-310 50- 60 8- 135 FLO508 LEON 0- 2 65- 70 230-310 50- 60 0- 2
S0I-5 F1oodL F1oodH Watertable Kind Months Bedrock Hardness FL0051 NONE 0 5-15 APPARENT
MAR-SEP 60-60 FL0093 NONE 0-0 5 APPARENT FEB-SEP 60-60 FL0406 RARE COMMON 0-1 0
APPARENT MAR-SEP 60-60 FL0501 NONE - APPARENT - 60-60 FL0508 FREQ 0-0 5 APPARENT
JAN-DEC 60-60
S0I-5 Depth Texture 3-Inch No-10 Clay% -CEC- FL0051 0- 3 S FS 0- 0 100-100 1- 5 2- 12 FL0051 3-
15 S FS 0- 0 100-100 0- 3 3- 1 FL0051 15-30 S FS LS 0- 0 100-100 2- 8 8- 30 FL0051 30-66 S FS 0- 0
100-1001- 4 5- 3 FL0051 66-80 0- 0 100-100 2- 8 8- 30 FL0093 0- 4 MK-S MK FS 0- 0 100-100 1- 6
12- 30 FL0093 0- 4 S FS 0- 0 100-100 1- 5 2- 12 FL0093 4-16 S FS 0- 0100-100 0- 3 3- 1 FL0093 16-
25 S FS LS 0- 0 100-100 2- 8 8- 30 FL0093 25-80 S FS 0- 0 100-100 1- 4 5- 3 FL0406 0- 3 FS S 0- 0
100-100 1- 5 2-12 FLO406 0- 3 MK-FS MK-S 0- 0 100-100 1- 612- 30 FL0406 3-15 FS S 0- 0 100-100
0- 3 .3- 1 FL0406 15-23 FS S LS 0- 0 100-100 2- 8 8- 30 FLO406 23-80 FS S 0- 0100-100 1- 4.5- 3
FL0501 0- 3 MUCK - - 0- 0 90-200 FL0501 3-17 S FS 0- 0 100-100 0- 3 3- 2 FL0501 17-80 S FS LFS
0- 0 100-100 2- 8 8- 30 FL0508 0-26 S FS 0- 0 100-100 1- 3 1- 12 FL0508 26-40 S FS 0- 0 100-100 2-
8 12- 30 FL0508 40-80 S FS 0- 0 100-100 2-10 5- 3
S0I-5 Depth pH- O M Salin Permeab Shnk-Swll FL0051 0- 3 3 6- 6.5 5-4 0- 2 6.0- 20 LOW FL0051
3-15 3 6- 6 5 0- 5 0- 2 6 0- 20 LOW FL0051 15-30 3 6- 6.5 2 -4. 0- 2 0 6- 6 0 LOW FL0051 30-66 3 6-
6 5 0- 5 0- 2 2 0- 20 LOW FL0051 66-80 3 6- 6 5 1 -3 0- 2 0 2- 2 0 LOW FL0093 0- 4 3 6- 6 5 10-20
0-260-20LOWFL00930-436-652-5 0-260-20LOWFL00934-1636-650-50-260-20
LOW FL0093 16-25 3.6- 6 5 1 -4 0- 2 0.6- 6 0 LOW FL0093 25-80 3 6- 6.5 0.- 5 0- 2 2.0- 20 LOW
FL0406 0- 3 3 6- 5 5 54 0- 2 6 0- 20 LOW FL0406 0- 3 3.6- 5 5 10-20 0- 2 6 0- 20 LOW FL0406 3-15
3 6- 5 5 0- 5 0- 2 6 0- 20 LOW FL0406 15-23 3 6- 5 5 1.4 0- 2 0 6- 6 0 LOW FL0406 23-80 3 6- 5 5
0 - 5 0- 2 0 6- 20 LOW FL0501 0-336-5520-800-26.0- 20 LOW FL0501 3-1736-550-50-2
6 0- 20 LOW FL0501 17-80 3 6- 5.5 14. 0- 2 0 6- 6 0 LOW FL0508 0-26 4 5- 8 4 L-3 8-16 2 0- 6 0
LOW FL0508 2640 4.5- 8.4 1 -4 8-16 0 6- 6 0 LOW FL0508 40-80 4 5- 8 4 0- 5 2- 8 0 6- 6 0 LOW
National Cooperative Soil Survey
USA
http //www2 ftw nres usda gov/osd/dat/LILEON html 6/14/2006

Proposed Infiltration and
Test Area M a p
June 16. 2006
� 5F ae�x Nsse arrv+um rn�rx
3 PARKYN3 �rALE9 PER IIHR p.E N tUR�GE, Gifi RI O;'YE
6
� vl'�ioR PMWNfi
S PAC(96 %tp
orvwEo ow,E.�au xn
uuu9r�w.o�aPn
/a
0
v 'O
*Map Not to Scale
rosroerKs nuE�aawt
rRnP Rly 1ple
DRIVE AISLE
PARK? OPEN SPACE
61O1MIY9A.A OIiTSPACE
�• •——�IRP0.iRVgM,VIE.
1
M WACC 9wPe WH 1
CAiSDNS REEK DRNE 9GNAGEMO WAYCWW
21oxm comM ¢ bo
— aarnRuiaaeaw �'�~
o Auger Boring
Proposed
Infiltration Area
_Wa WmrH+x
EP�aPexwn rnrt
cAiNue 6PACE IWb OIYd
Land Management Group, Inc

Proposed Infiltration and
Test Area Map
June 16, 2006
*Map Not to Scale
o Auger Boring
1
Proposed
Infiltration Area
Land Management Group, Inc

Proposed Infiltration and
Test Area Map
June 1 6, 2006
� SP
i�vrca�v�n.e
avuEssx�r �-----
*Map Not to Scale
o Auger Boring
Proposed
Infiltration Area
Land Management Group, Inc

TopoZone - USGS Holden Beach (NC) Topo Map
ll(4)g 0160631
Page 1 of 1
tY�
•.�
k■I +M # • I47 Ili i1Ih, rl •
L.. •EE • .r
Y� I lil� r
• •
III w I ! i I : . f/^
I
rn �, II ■"'GGG([)�il
4 Y
' I 1 `il
11 I
V Y k Ili t' li ��r �!77�I itlil� n
I r I I (Id�'III ;i�(, E
{I I„` •
k
�`��
..,1,. Ilf"I
_Q��� •,I, , r
�{�'Q l{{11�;n;w■• +!1 �lI
iltrt I r
�
P11'I'I ' i✓I it 1 a i i I i t
�llllrill°li iln i,% l kll il,ll ■ YI"���ilp
y
It YI I`
I�I�lq�l ilil`I� !'' i111f( 167°t1�4
�
A r 1 1 �{ ■
77 ,
N} I" ,l {�" ililYl itly{(i(I. •.
I l iI�I�II� 4iElr�p�]•�II�kIRjj�7�j{� �+��h'i? .
I!!
'�¢I
•
c
W
�jj`�i
� YI
I Yi 11�1 t !1
11MI {I ill' 1h
V Vini, lr\i 1'e III 1 Ir,ll 5 li 11rIC�'�
1P �'�� 1'Yf III "'w.
I�iikilrM1SL
I1Y i {, III I111 rlY 4
1
A" I
�I
, Ili+ll I YL.IFw���^` 4 i� Filll
r i Il t} � a ll � i
! YI rl r !
r I
li I�iii(i�lil'I Yl ! IIIiklili4tU ' Il I II(n�; ee E} ""
p I' r li
; u+ I, [
� ■ ■
•
il� j�+l}Iil rt }�� �II'011l�� a
I III {�tP �� i
+�
!{ rrr ,, i it •,If �
�I c7 ■„■,fry, �� ■ `
r . ..■,
•l
tit"
k ql =(�,
e I{Ifs I i Y I ii
�+
• Ik, .w "
!_a
* er
�C
�� �rr■i. +Y li�l� i�r
� i• � II�'r�• �
r
•j7ry�i
I
Fil
.4
)r• ��1-+'..«._"r.�
I +r "11 f.��r..t
'
,}"III i ` i Ga "
i I
lrl, ` 11 I
�r liln I�I''
�Inll �' � y illl II4l1i #ll�8l(rli
y��7r�/�/
ly{y'HH
Y �II �I • •
h■r�•��`• ' 1r�
• �r 4• y1 ir• ■
�t • p I y • �[
'♦
• ♦•IIN
r I�
FI(6i¢EApgE;`iE
�,a,
Illy
� i
�
■ I�jyyj I��IiI`I tri ��
�IIiI;�4 1
(l'Ip��� ''y�■■t�r'�A"■ �1Y`�II9li ihiil €��&I���
III{�`P
-.�.r I ti ,������##gy�pp
l ii["ii ' � i
'il'1'
ll��r , . ■{�Y ■
�I I r
■VIIA111
lllllllld 1{�I � ��� Il �illlra� r t `
__��
1 {{ �;`� f Ir .yl
��M1I�nnI i l■1�6y 1
Is
r ■ 9 I*Ili I I•• ■ ■ •■j •+■ I■ IIIlr!i wt �.�
I r y• ■[ w.
13i
11ml((1�Secer
r}
511
1 i(k Illflitll I�
€ n 1llik, ,�( , `
?4Y �
j
�`I
11
�
d{I
`
.�iEE i •# • Fs li
i a;ll f{i t l [I IIi II
•Illillr,■� \i�YIIiI I 1,IIY IIII+ 1(i hills'
,�UR�QTIi�er�' Ir(!t<I Il I il} �I f� I"lil III{il *'1 (� !
{Ill i, i l +i
�IliIII ■,�kll ltll[ ,
. • ■ i#�■I�IYiII■ �Iltellll,ij(k
I • >.` 1Y Ilv 1 III Irr Illlrll ' � .,... � Ili r
A V't pl�I' ■, �y
II 4 1 i ■ r i �'� I
I77�I�I+Yr it t..d'; 'I I . i( +
^II(19'!'�IIMk �lr^r'l F I,IY Ill■ yryllt �I= ■ µ�IFl�l
f � 1 ' �'il Ih�� E1Yrl i� � +r r� �E yl � 11 • I'1
I
ills i r ll I �rl1l ('
`
�
■ ■
I i
1 .�
Rk
I
t
■ r+t� Ir rll
,� ,I II l afA [III k
■Wf y
lR1{iEtll E V YI'' ! ,I, ti ltkl .i`Il N'} VpF€i
I r k r II i ..4i. I� - l IIII i
llr qd I I (.�.}
�. r; Isl I { ' i I J ICI
I li � � 'll I i ,"i II � i�RI�
tl �?t 1j(E�II{I Pit
l• Ili IIII{
V I 'll � � (fI
,u 111i I,i 1 k t
is • �' l' • I l il"l `IY 41
,�11� t. •�rrlrl�� I t
I l{,�' ' i
kl it { gA���ry{ + ` I�i ■ nn
,III I I I� IYl I,
I' 11 19 # F III i� ` �illi 1i t ' • w •
, I+fjr kY • • "■ rl` €'''
■ I
!
t
+
■r` I� k� r il■ l' . �1 91,
11 U [ i I �
•>f'�E l� �� a I I i E r Gt � I Y �I� l" 11 Ili Il �
���I{����r �II{�I IyII��I��� �l�l ipl�{I �Ii i II 1}} {iI }I}
Y11 4 !1 ��� kI rl
4 �
•'Ir, ■k II'
I{ { r r Y l'l� , it �k�ti F �1, { {I
i ,F � I � �I , � • i
llhgt,r I IIII ICI 'b , • dlllYll 4,1� II ililli �il�����1
II 1"m 16 i (Iid Gil�� s11i l
�
1 ,I I �I .I �. , I 5 � r
# {
'r �ili � l
i; ��! �� �iII I �� >Rf r+.w� � l'r�il
, � � u� t! � •
} ` �
•
r
�'
Il al
,
, iI�
I
•If q I(I I` i � i
i'I 1 I I " i ■ 111 i'
{ I.I Flv 41111 I r III ••' IIi#li I
�r ii' k , IIII I i.l 11 i IIllllhl
' S 1 N�l' ( 1 r�
�I
III+ � � r■ I" • IY
ii�''yr � 1 •
_�* ,■II • •i 1I� Ilr I
4I I' a ■ 6� �ll I' k!€ �,�r t ij
I � ' v I I'I ll1
��
- " " J „I
i • r
l I'�' Iy ,,�w�,�-e i�
� III r rr ! Yr !■ikll r� � 1 IF 11 } "�ISJ
ri lk t�l i ,F€rsl l I ,{i?� j��y1S�jF�1} i %{r •iII'
N` Y
�VVii II [i
i�E{Ili€
1 li I i ■ , �
`di Illill UIIJhiI iu ihA '11i.�a illl HiIIP I ,7 g ,Y l ,a of I^kiliil
ILr 4A.L'i I
t
fry�.l�hilkR IISr�• 'l� �S Ikl� IiililinFe IIIhII I(R�q
Y ,lT�
i!r
�� '� I k � r�„" j Y ��S'1,SIII till ' EII 1 ■ i� �i(1
�
�� �k
l
ii '
t `i�l
'
l7 II ■ li 1 ■0 ■ I4
+4 " .I�,I�II � � I,I llwii ■I 'III rll jllti73
`—„ ,. I(, i ,, • r-f
YY # i
r, � ! . �� III k! IJlltl I� a"IIII
i it i! ll�li I INiII I =Ir I ■
JJ{jj ill 1 I!
�� €I �g
I Ir I ! I • Ir , p'I Ik tl l Y1
1j16 � I . ,i'-1'";1 1 �I ,l'f 11'(il' �I It}i�l
+� J Id '• � tll I I�{ � i ,,�, +u� III
4l �4 1 ■ , II r > I I
III i �Y I`s lr � , `�I,I l tll , 9 y
I IIIIUI „' N(Il
j g g �#{
i I ' III
• ,� ■ i
I l ylli � r" ■lr '�I I
II` �+' - b
I( r I �
r l , Iry�i • "f ,
I II I •
"i, }t �
I
i 1" {!j��
'r
it Y
l
�hI �I�
y �1
�� ��Ih` I �'� �"� �' } , � �� II��I� �
IiN III Il { ■r • I 1'Y I�14��I
n II 1l'• {I� ■ �'i�lil�I�i�I I( ,nrl�� I"I Y
ri, r I � I J1,
t £ " 4llilIk
I ii��l I Y +-^ �k . � Y 4tr ■ .! l(}
it
� I,I I lii �'� II• ■I' rlr it I�
`�I �hl Ith Ik � +l !1 i
Ilrl" • I �'r ■ i iI k rlit I r
1, k■ � r� i'
�IYII
y I��
��
• "I ,Ir I r
�ltY 1 �I
nl! 41,rl � r nr II of 1
! I
� y' I �
� @ +� �} • • I I iii
,s
IyII It
rYYlll' NIr r,ly a# � ■`i1 11
,I ■ � Ir �� I j N I, I { � •
II !11
j i !l}A 11
� • EI lcl ' Ili I 41
€3 � I I, a,r{i kI I i= ¢I ill
�•' il,i
i
ill y 111 I Y
S i i ,■!li i,t II'i4ll •t� li �Y
l { 71 j<■ i I ! I III !r * t I i
trl i �
l �
��
1 yi}
Y 2I
Ill'I �I
I � .i i I I • r II P
j' €
'1� � ■ � 4 141�1�1I ■ .I I 1,11
,
I' ^ I UII(`I III' r Iltil'11�'
! F� i• I � I Ilr I I1iF, ( I�Fr y li
ier W I
r � 1,1 µ i }��
t I ,� � � 4� -� � I' 14 �
lili'I,
I < �I
�" ... r• rV ij�ll I �r
} It I
r',}�-"r � lI� k'i I
t+} �•;g�g�iti
, ■ lrll ■I a. �
k iY E.r � xr
_ .•y.. �+� 1�r
i #.
'
1'I� rr ply# r 1r.,n
v�r,l I�.r ■ �i p ,r, },�sPNw.^ilf7
kinHl`. Ana l„S n �^7l:yiry q�4rlirrl ifh^`C"r;-h.
x`nik ha>f
1, 'y y�r_1r,,,w
Itf ly R 1'4i KF
�•Baet°R."'.��
�r si, ` �
+ix ~sa 1'`
Yi?�f �il�iWt�%. r�.
... } y ,../..�}(_y....yjir..Q. �Yh
l�. i ✓' ,yl\ A*,jRR 1 1 Rt�i4k/ V j l`4 'i'ak +1
rrsTlt 1 �L -i
, ��—•�' 1l 7✓•�+�u , WAY E
ynn irtZJ�l L �
t` 1•
d!i>• try : n ` Y iAr _ s�ny k 'C T.Y
lair ,�WW,��r , V
Al
{
lip rq„
J ��•at
,�.r,_"�'�"��' ■ u
Z.
j IY� � r r0 i
' '� y� F � y'i �
� y...i
■.w
K.
I �Y
,.� �^
Y
r
�
• {{
�JJ,'ttYf,,r�+ 3�
�.�
r �
Y
.,I�.,.ilf'
I
IL 4ir.
34 �lG
4�� '� Jx�� '� �
�y r�a/�`�7�1�rLiriF Vf
T� T'I'71an �Ir y yfY� ih
��
^t+�_,•
trry+�','�'
1
�
"+b►
"1•�
• `. , r n . z aa'z i�
�,�
«. �"`i,'('"�'I
r1€� r} �ryh r•.li b }� i i� I^C I iy
t I}p.il ',IS >•i`c��xA},iT.lisy }Ht IrrL
t�.„� � e�� �I "7W , � r .H n`7 +-I`
r r� �;. ,,, `.: } a..,r�r-1'rr'Y j�' i^�e �2+41
�1 i�R'i',j {^I �` I'.'l7 a�j4 hi'k ,�! �ir�l
r�9j G.i^I'in✓��!'1 �' P"�4I �!r 'L'}r'�����rta
Y 'Y `' �r '' t��,, r � � r :'r 4 1 i �
''�. ;��� ?� �,�'4,�rG'.'Kr.� `ry""y sL'}�Y ,;cr Ik ��s�l �tn�r�
✓i ' Y�
y�k� f
�L�w'?k',
4� n
Ir. l� �k
�7{{� �"4� r�i { ids Hiyt
�Trt WJ'�'Slia', 4 'Z,. "11r.y� �'� i r. i' "sit f1,
1 4T`I�,..Ilb�� h�i �• t 1�'71�jy s�� I
Ihp d`
4fK
0 03 0.6 09 12 15km
0 01 02 03 0.4 05mi
330 55' 3311N, 780 17' 23'IW (NAD83/WGS84)
USGS Holden Beach l Quadrangle
Projection is UTM Zone 17 NAD83 Datum
M*
G
M=-B 651
G=1 514
http //www topozone com/pnnt asp9lat=33 92583&lon=-78 28972&s=48&size=m&u=6&1 8/29/2006

SENT BY 1� 00000000000, JUL-11-08 2 50, PAGE 1/1
i
OVERLOOK AT CAISON'S CREEK, LLC
P.O.Box 221
Kent, Ohio 44240 v: V
July 11, 2DO6
To whom it may c:oneern-
5��0.._--
hrtc Ruppart and or Greg Faurote, have my limited perraimion to sign applications for
obtaining approvals / permits pertaining to the development of the 7.25 acre Multi -
Family tract located on the southwest corner of Caison Creek Drive SW and Highway
130 near Holden Beach, North Carolina. This development protect is known as
"Overlook at Caison's Creek"
Any fiuthcr questions please feel five to call me at [phone] x 270
Thanks for the c9asideretion and uudernatndnng regarding this matter.
sin ' ,
1 kPrice D &,Managcr
atCogsCreeLLC

Page l of 1
o �,0�1 a---'
North Carolina
�`'� /y _ c
DEPART ENT OF '1`!IE
Elaine F Marshall SECRETARY
�,
Secretary of ��'�`T �
PO Box 29622 Raleigh, NC 27626-0622 (919}807-2000
Corporations
Date 7/5/2006
*Corporations Home
•Important Notice
Click here to
*Corporate Forms/Fees
View Document Filings I
*Corporations FAQPrint
apre-populated Annual Report Form I Annual Report Count I File an
%
*Tobacco Manufacturers
*Dissolution Reports
Annual Report I
*Non -Profit Reports
*Verify Certification
Corporation Names
*Online Annual Reports
•KBBE 92B Annual Reports
Name
Name Type
Links
*Secretary Of State Home
NC Overlook at Caison's
Legal
*Register for E-Procurement
Creek, LLC
*Dept of Revenue
Limped Liability Company Information
Legislation
*1999 Senate Bills
*2001 Bill Summaries
SOSID
0847521D
*Annual Reports 1997
Status
Current-Activ+�°
*Corporations 1997
*Other Legislation
Date Formed
5/23/2006
Search
Citizenship
Domestic
*By Corporate Name
*For New Corporation
State of Inc
NC -.-
*By Registered Agent
Duration
Perpetual
Online Orders
Registered Agent
9
+Start An Order
*New Payment Procedures
Contact Us
Agent Name
Sackett, Marvin
*Corporations Division
Registered Office Address
122 Renwick Lane
*Secretary of State's web site
Mooresville NC 28115-6660
Print
*Printable Page
Registered Mailing Address
122 Renwick Lane
Mooresville NC 28115-6660
Principal Office Address
No Address
Principal Mailing Address
No Address
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster
http //www secretary state nc us/Corporations/Corp aspx` itemtd=7978694 7/5/2006

State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
SOSID 847521
Date Filed 5123/2006 11 57 00 AM
ENine F MarshAll
North Carolina Secretary of State
C200613901427
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby
submit these Articles of Organization for the purpose of forming a limited liability company
The name of the limited liability company is Overlook at Carson's Creek, LLC
2 The term of the limited liability company is perpetual
3 The name and address of the person executing these articles of organization is as follows.
Charles R. Price, Organizer & Manager
Builders' Financial Services, Inc
PO Box 221
Kent, Ohio 44240
4 The street address and county of the initial registered office of the limited liability company
is
Number and Street 122 Renwick Lane
City, State, Zip Code Mooresville, NC 28115-6660County Iredell
5 The name of the initial registered agent is Marvin Sackett
6 The limited liability company does not have a principal office
7 Check one of the following
(i) Member -managed LLC. all members by virtue of their status as members shall
be managers of this limited liability company
XX (n) Manager -managed LLC except as provided by N C.G S Section 57C-3-20(a), the
members of this ]united liability company shall not be managers by virtue of their status as
members
8 To the fullest extent permitted by applicable law, as it now emts or may hereafter be
amended, no member or manager of the limited liability company shall have any personal
b u q j---/

LN
liability ansung out of any action, whether such action is brought by or in the right of the
limited liability company or otherwise, for monetary damages for breach of his or her duty as
manager or member This paragraph shall not impair any right to receive indemnity or
insurance from the limited liability company or any third party which any member or
manager may now or hereafter have Neither the amendment nor the repeal of this
paragraph, nor the adoption of any provision of these Articles of Organization inconsistent
with this paragraph, shall impair or otherwise adversely affect any limitation on, or
elimination of, the personal liability of a member or manager with respect to acts or
omissions occurring prior to such repeal, modification, or adoption
9. To the fullest extent permitted by applicable law, as it now exists or may hereafter be
amended, the limited liability company shall indemnify all members and managers of the
limited liability company against all liability and litigation expense, including, but not
limited to, reasonable attorney's fees, artsmng out of their status as such or their activities in
the foregoing capacity, regardless or when such status existed or activity occurred and
regardless of whether or not they are members or managers of the limited Lability company
at the time such indemnification is sought or obtained. Without limiting the generality of
the foregoing indemnity, such persons may also recover from the limited liability company
all reasonable costs, expenses and attorney's fees to connection with the enforcement of
rights to indemnmfication granted herein The provisions of this paragraph are in addition to
and not in limitation of the power of the hm.ited Lability company to receive the benefits of,
any other or finrther indemnification, insurance, elimination of liability or the right or
benefit which is either required by the North Carolina Lnmmted Liability Company Act or
permitted thereby and duly adopted by the limited liability company in accordance
therewith
10 These articles will be effective upon filing.
This is the/4�day of May, 2006
r
Pnce, Organizer & Manager

1
NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC
August 9, 2006
Mr Cameron Weaver, Express Review Coordinator
NC DENR / Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re State Stormwater Permit Express Review Submittal
Overlook at Caison's Creek
Holden Beach, NC
NKT Project No 06072
Dear Mr Weaver
J Phillip Norris, PE
John A Kuske, III, PE
John S Tunstall, PE
J A Kuske, PE of Counsel
AAA
Enclosed are two (2) sets of plans for the subject project, one (1) drainage area plan,
one (1) set of calculations, one (1) copy of the sormwater narrative, one (1) copy of the
soils / infiltration system report, one (1) copy of the Articles of Organization, the original
Division of Water Quality Stormwater Management Permit application, the original
SWU-103 supplement form and a $4,000 00 check for the express permit review fee
Please review this information for approval and contact us with any questions or
comments you may have Thank you for your assistance on this project
Sincerely,
NORRIS, KUSKE & TUNSTALL
CONSULTING ENGINEERS, INC.
RAW
W Wu'�
J illip Norris, P E
JPN/asn
06072 0&OM6-s-sw express-Itr
Enclosures
cc Eric Ruppart / Overlook at Caison's Creek, LLC
902 Market Street - Wilmington, NC 28401-4733 - Phone [phone] - Fax [phone]

AVA
NCDENR
North Carolina Department of Environment and Naturbl Resources
Division of Land Resources
James D Simons, PG, PE Land Quality Section Michael F Easley, Governor
Director and State Geologist William G Ross Jr, Secretary
8/3/2006
LETTER OF RECEIPT FOR AN EROSION CONTROL PLAN EXPRESS REVIEW
Overlook @ Caison's Creek, LLC
Mr Greg Faurote, Agent
3105 A Holden Beach Rd
Supply, NC 26462
RE Project Name Overlook @ Caison's Creek Express
Project Number Bruns-2007-050
County Brunswick, Holden Beach, NC Hwy 130
River Basin Cape Fear
Submitted By Norris, Kuske & Tunstall
Date Received by LQS August 3, 2006
Plan Type NEW
Dear Mr Faurote
This office has received a soil erosion and sediment control plan for the project listed above which
was submitted as required by the North Carolina Sedimentation Pollution Control Act (G S 113A-57 (4)) The
Act requires that all persons disturbing an area of one or more acres of land must obtain approval of a soil
erosion control plan prior to the commencement of the land -disturbing activity (G S 113A-54(d) (4))
The review period for an express review is three days of receipt of a complete plan If additional
information is requested, it must be submitted within five working days of receipt
Commencement or continuation of a land -disturbing activity under the jurisdiction of this Act prior to
the approval of an erosion and sediment control plan is a violation of the Act
We have performed a preliminary review of your submitted plan and have determined that additional
information will be necessary before a final review can be completed unclosed is a checklist of items that
must be submitted before we can complete the review process Failure to provide the additional information
may result in disapproval of your plan
The approval of an erosion and sediment control plan is conditioned on the applicant's compliance
with Federal and State water quality laws, regulations and rules
If you have questions please do not hesitate to contact this office Your cooperation in this matter is
appreciated and we look forward to working with you on this project
Sincerely,
Carol N Miller
Assistant Regional Engineer
cc Mr J Phillip Norris, P E , Norris, Kuske & Tunstall
LQS-MRQ, SWS-WiRO
Wilmington Regional Office
127 Cardinal Drive Ext , Wilmington, North Carolina 28405-3845 • Phone [phone] FAX [phone]

Ee:vcow 1,