SW8070226_HISTORICAL FILE_20100916

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
IV HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 o I o 001 I u
YYYYMMDD

NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
September 16 2010
Wright Holman Member
Cypress Coex LLC
7036 Wrightsville Ave Suite 101
Wilmington NC 28403
Division of Water Quality
Coleen H Sullins
Director
Subject State Stormwater Management Permit No SW8 070226MOD
Cypress Station
High Density Commercial Wet Detention Pond Project
Pender County
Dear Mr Holman
Dee Freeman
Secretary
The Wilmington Regional Office received a complete Stormwater Management Permit Application for
Cypress Station on August 30 2010 Staff review of the plans and specifications has determined that
the protect as proposed will comply with the Stormwater Regulations set forth in Title 15A NCAC
2H 1000 and Session Law 2008 211 We are forwarding Permit No SW8 070226MOD dated
September 16 2010 for the construction of the subject protect
This permit shall be effective from the date of issuance until March 16 2017 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 adtudicatory, hearing upon written request within thirty (30) days following receipt of this
permit This request must be in the form of a written petition conforming to Chapter 150E 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 Chris
Baker or me at [phone]
Sincerely
�d
orgette cott
Stormwater Supervisor
Division of Water Quality
GDS/csb S\WQS\STORMWATER\PERMIT\070226MOD sep10
cc James Holland P E The Clark Group
Pender County Building Inspections
Wilmington Regional Office
Central Files
Wilmington Regional Office
127 Cardinal Drive Extension Wilmington North Carolina 28405 One
NorthCarolina
Phone [phone] FAX [phone] Customer Service 1-877-623 6748 a �
Internety navaterqualty org /V(7h1.r17LLt1

State Stormwater Management Systems
Permit No SW8 070226MOD
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143 General Statutes of
North Carolina as amended and other applicable Laws Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Cypress Coex LLC
Cypress Station
14985 US Hwy 17 Hampstead Pender County
FOR THE
construction operation and maintenance of 2 wet detention ponds in compliance with
the provisions of 15A NCAC 2H 1000 and Session Law 2008 211 (hereafter collectively
referred to as the stormwater rules ) 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 March 16 2017 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 17 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 278 110 square feet of
impervious area
3 A 50 wide vegetative buffer must be provided adjacent impounded structures
streams rivers and tidal waters
4 The tract will be limited to the amount of built upon area indicated on page 3 of
this permit and per approved plans
5 All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the project
will be recorded showing all such required easements in accordance with the
approved plans
6 The runoff from all built upon area within the permitted drainage area(s) of this
project must be directed into the permitted stormwater control system
Page 2 of 8

State Stormwater Management Systems
Permit No SW8 070226MOD
7 The following design criteria have been provided in the wet detention ponds and
must be maintained at design condition
Basin A
Basin B
a Drainage Area ac
(1) Onsite ft2
(2) Offsite ft2
288
125 397
None
772
336 241
None
b Total Impervious Surfaces ft2
(1) Onsite ft2
(2) Offsite ft2
(3) Parcel ft2
(4) Parcel 2 ft2
(5) Parcel 3 ft2
69 764
69 764
None
208 346
208 346
None
61 870
49 417
38 014
c Pond Depth feet
5
3
d Design Storm in
1 5
1 5
e Permanent Pool Elev FMSL
44
44
f Perm Pool Surface Area ft2
9 631
15 306
g Permitted Storage Volume ft
14 458
30 881
h Temporary Storage Elev FMSL
4538
4567
i Pre dev 1 yr 24 hr discharge rate cfs
N/A
1424
I Controlling Orifice 0 pipe
1 5
2
k Orifice flowrate cfs
N/A
007
1 Permitted Forebay Volume ft
11 132
10 465
m Max fountain horsepower
1/8
1/6
m TSS removal efficiency %
90
g0
n Receiving Stream / River Basin
Harrisons Creek/Cape Fear
o Stream Index Number
18 74-49
p Classification of Water Body
C SW
II SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety
vegetated and operational for its Intended use prior to the construction of any
built upon surface
During construction erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
The permittee shall at all time 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 re vegetation 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 outlet structure orifice device flow
spreader catch basins and piping
g Access to the outlet structure must be available at all times
Page 3 of 8

State Stormwater Management Systems
Permit No SW8 070226MOD
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
Decorative spray fountains will be allowed in the stormwater treatment system
subject to the following criteria
a The fountain must draw its water from less than 2 below the permanent
pool surface
b Separated units where the nozzle pump and intake are connected by
tubing may be used only if they draw water from the surface in the
deepest part of the pond
c The falling water from the fountain must be centered in the pond away
from the shoreline
d The maximum horsepower for a fountain in this pond A and B are 1/8 and
1/6 horsepower respectively
The facilities shall be constructed as shown on the approved plans This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit the approved plans and specifications and other
supporting data
Upon completion of construction prior to issuance of a Certificate of Occupancy
and prior to operation of this permitted facility a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit the approved plans and
specifications and other supporting documentation Any deviations from the
approved plans and specifications must be noted on the Certification A
modification may be required for those deviations
If the stormwater system was used as an Erosion Control device it must be
restored to design condition prior to operation as a stormwater treatment device
and prior to occupancy of the facility
Access to the stormwater facilities for inspection and maintenance shall be
maintained via appropriate recorded easements at all times
10 The permittee shall submit to the Director and shall have received approval for
revised plans specifications and calculations prior to construction for any
modification to the approved plans including but not limited to those listed
below
a Any revision to any item shown on the approved plans including the
stormwater management measures built upon area details etc
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built upon area or to the
drainage area
e Further development subdivision acquisition lease or sale of any all or
part of the project area The project area is defined as all property owned
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
Page 4 of 8

State Stormwater Management Systems
Permit No SW8 070226MOD
11 Prior to the construction of any permitted future areas shown on the approved
plans the permittee shall submit final site layout and grading plans to the
Division for approval
12 A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times
13 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 to any person or entity 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 completed Name/Ownership Change Form
signed by both parties to the Division of Water Quality accompanied by the
supporting documentation as listed on page 2 of the form The approval of this
request will be considered on its merits and may or may not be approved
2 The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request Neither the sale of the project
nor the transfer of common area to a third party constitutes an approved transfer
of the stormwater permit
3 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
4 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
5 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
6 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
7 The permit remains in force and effect until modified revoked terminated or
renewed The permit may be modified revoked and reissued or terminated for
cause The filing of a request for a permit modification revocation and re
issuance or termination does not stay any permit condition
8 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
9 Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
Page 5 of 8

State Stormwater Management Systems
Permit No SW8 070226MOD
10 The permittee shall notify the Division of any name ownership or mailing address
changes at least 30 days prior to making such changes
11 The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit The renewal request must include the appropriate
documentation and the processing fee
Permit issued this the 16th day of September 2010
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
ror uoieen z�iumns uirector
Division or Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No SW8 070226MOD
Cypress Statin
Stormwater Permit No SW8 070226MOD
Pender County
Designers 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 protect
(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 specifications
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No SW8 070226MOD
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 outlet structure elevations are per the approved plan
6 The outlet structure is located per the approved plans
7 Trash rack is provided on the outlet 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 Required drawdown devices are correctly sized and located per the
approved plans
13 All required design depths are provided
14 All required parts of the system are provided such as a vegetated shelf
and a forebay
15 The required system dimensions are provided per the approved plans
16 All components of the stormwater BMP are located in either recorded
common areas or recorded easements
cc NCDENR DWQ Regional Office
Pender County Building Inspections
Page 8 of 8

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
�/
SD
ao
Applicable Rules ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II Post Construction
(select all that apply) ❑ Non Coastal SW HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality DECEIVED
STORMWATER MANAGEMENT PERMIT APPLICAT N F,8N 2010
This form may be photocopied for use as an original
I GENERAL INFORMATION LBY
1 Project Name (subdivision facility or establishment name should be consistent with project name on plans
specifications letters operation and maintenance agreements etc )
CYPRESS STATION
2 Location of Project (street address)
City Hampstead County Pender Zip 28443
3 Directions to project (from nearest major intersection)
From intersection of NC Hwy 210 W & US Hwy 17 proceed north on US 17 for 0 40 to the project site on the
4 Latitude 34 22 15 30 N Longitude 77 42 29 87 W of the main entrance to the project
II PERMIT INFORMATION
1 a Specify whether project is (check one) ❑New ®Modification
b If this application is being submitted as the result of a modification to an existing permit list the existing
permit numberSW8 070226 its issue date (if known)3/16/07 and the status of
construction ❑Not Started ®Partially Completed ❑ Completed provide a designer s certification
2 Specify the type of project (check one)
❑Low Density ®High Density []Drains to an Offsite Stormwater System ❑Other
3 If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application list the stormwater project number if
assigned and the previous name of the project if different than currently
proposed
4 a Additional Project Requirements (check applicable blanks information on required state permits can be
obtamed by contacting the Customer Service Center at 1 877 623-6748)
❑LAMA Major ®Sedimentation/Erosion Control ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit Proposed Impacts
b If any of these permits have already been acquired please provide the Project Name Project/Permit Number
issue date and the type of each permit
Form SWU 101 Version07July2009 Page I of

4
III CONTACT INFORMATION
1 a Print Applicant / Signing Official s name and title (specifically the developer property owner lessee
designated government official individual etc who owns theyro�ect)
Applicant/Organization Cypress Coex, LLC
Signing Official & Tale Wright Holman, Managing Member
b Contact information for person listed in item la above
Street Address 7036 Wrightsville Ave Suite 101
City Wilmington State NC Zip 28403
Mailing Address (if applicable) Same
City
State
Phone (910 ) 256-4209 Fax
Email wrrght h@hotmad com
Zip
Please check the appropriate box The applicant listed above is
® The property owner (Skip to Contact Information item 3a)
❑ Lessee (Attach a copy of the lease agreement and complete Contact Information item 2a and 2b below)
❑ Purchaser (Attach a copy of the pending sales agreement and complete Contact Information item 2a and
2b below)
❑ Developer (Complete Contact Information item 2a and 2b below )
2 a Print Property Owner s name and title below if you are the lessee purchaser or developer (This is the
person who owns the property that the project is located on)
Property Owner/Organization Cypress Coex, LLC
Signing Official & Title Wright Holman, Managing Member
b Contact information for person listed in item 2a above
Street Address 7036 Wrightsville Ave Suite 101
City Wilmington State NC Zip 28403
Mailing Address (if applicable)
City
Phone
Email
State Zip
Fax
3 a (Optional) Print the name and title of another contact such as the project s cbRs�'trf$on'suPeW1
person who can answer questions about the project I JUN 9
Other Contact Person/Organization L ZO)�
Signing Official & Title
b Contact information for person listed in item 3a above
Mailing Address
City
Phone
Email
State
Fax
Zip
4 Local jurisdiction for building permits Pender County
Point of Contact Mike Harrison Phone # (910 ) 2705009
Form SWU 101 Version 07July2009 Page 2 of 6

IV PROJECT INFORMATION
1 In the space provided below briefly summarize how the stormwater runoff will be treated
Storm water runoff will be conveyed from guttered buildings to roads with curb and gutter to catch basins
which will convey the water through pipes to the storm water wet pond
2 a If clamung vested rights identify the supporting documents provided and the date they were approved
❑ Approval of a Site Specific Development Plan or PUD Approval Date
❑ Valid Budding Permit Issued Date
❑ Other Date
b Identify the regulation(s) the project has been designed in accordance with
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3 Stormwater runoff from this project drains to the Cie Fear River basin
4 Total Property Area 14 60 acres 5 Total Coastal Wetlands Area 0 acres
6 Total Surface Water Area 133 acres
7 Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area 13 27 acres
Total project area shall be calculated to exclude the following the normal pool of impounded structures the area
between the banks of streams and rivers the area below the Normal High Water (N� line or Mean High Water
(MHW) line and coastal wetlands landward from the NHW (or MHM line The resultant project area is used to
calculate overall percent built upon area (BUA) Non coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area
8 Project percent of impervious area (Total Impervious Area / Total Project Area) X 100 = 4811 %
9 How many drainage areas does the project have?2 (For high density count 1 for each proposed engineered
stormwater BMP For low density and other projects use 1 for the whole property area)
10 Complete the following information for each drainage area identified in Project Information item 9 If there
are more than four drainage areas in the project attach an additional sheet with the information for each area
provided in the same format as below Pond A Pot 4 (`
Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
Receiving Stream Name
Harrison creek
Harrison Creek
Stream Class
C Sw
C Sw
Stream Index Number
18-74-49
18 74-49
Total Drainage Area (so
125 397 4
336 241
On site Drainage Area (so
125 397 4
336 241
Off site Drainage Area (sf)
0
1 0
Proposed Impervious Area (so
9 764 3
208 346
/ Impervious Area total
556
6196
Im ervious' Surface Area
Drama e Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
On site Buddmgs/Lots (so
29 220
31110
On site Streets (so
31040
33 672
On site Parkmg (so
8 220 8
9 945
On site Sidewalks (so
1 283 5
1 792
JUN 2 9 2010
Other on site (so
0
0
Future (so
0
0
0
131927
Existing BUA (so
0
0
Total (so
69 764 3
208 346
Stream Class and Index Number can be determined at http //h2o cur state nc us/btms/reports/reportsWB html
Impervious area is defined as the built upon area including but not limited to buildings roads parking areas
sidewalks gravel areas etc
Report only that amount of existing BUA that will remain after development Do not report any existing BUA that
is to be removed and which will be replaced by new BUA
Form SWU 101 Version 07July2009 Page 3 of 6

11 How was the off site impervious area listed above determined? Provide documentation N/ A
Pro iects in Union County Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per NCAC 02B 0600
V SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project The latest versions of the forms can be downloaded
from http //h2o enr state nc us/su/bmp_forms htm
VI SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ)
A complete package includes all of the items listed below A detailed application instruction sheet and BMP
checklists are available from http / /h2o enr state nc us/su/bmp forms htm The complete application
package should be submitted to the appropriate DWQ Office (The appropriate office may be found by locating
project on the interactive online map at http //h2o enr state nc us/su/msi_maps htm )
Please indicate that the following required information have been provided by initialing in the space provided for
each item All original documents MUST be signed and initialed in blue ink Download the latest versions for
each submitted application package from http //h2o enr state nc us/sic/bmp_forms htm
1 Original and one copy of the Stormwater Management Permit Application Form
2 Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form (if required as per Part VII below)
3 Onginal of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP
4 Permit application processing fee of $505 payable to NCDENR (For an Express review refer to
http //www envhelp org/pages/onestopexpress html for information on the Express program
and the associated fees Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting)
5 A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project This is required in addition to the brief summary provided in the Project
Information item 1
6 A USGS map identifying the site location If the receiving stream is reported as class SA or the
receiving stream drams to class SA waters within th mile of the site boundary include the 1/2
mile radius on the map
7 Sealed signed and dated calculations
8 Two sets of plans folded to 8 5 x 14 (sealed signed & dated) including
a Development/Project name
b Engineer and firm
c Location map with named streets and NCSR number:77
d Legend 2010e North arrow
f Scale g Revision number and datesh Identify all surface waters on the plans by delineating the normal a of
impounded structures the banks of streams and rivers the MHW or NHW line of tidal
waters and any coastal wetlands landward of the MHW or NHW lines
Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures the banks of streams or rivers and the MHW (or NHW) of tidal waters
i Dimensioned property/project boundary with bearings & distances
I Site Layout with all BUA identified and dimensioned
k Existing contours proposed contours spot elevations finished floor elevations
I Details of roads drainage features collection systems and stormwater control measures
in Wetlands delineated or a note on the plans that none exist (Must be delineated by a
qualified person Provide documentation of qualifications and identify the person who
made the determination on the plans
n Existing drainage (including off site) drainage easements pipe sizes runoff calculations
o Drainage areas delineated (included in the main set of plans not as a separate document)
p Vegetated buffers (where required)
Initials
JwA
JW4
Jc✓l1
JW4
JW4
Jwq
Jwt(
Form SWU 101 Version 07July2009 Page 4 of 6

4
9 Copy of any applicable soils report with the associated SHWT elevations (Please identify VIA
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and bormg logs Include an 8 5 x11 copy of the NRCS County Sods map with the
project area clearly delineated For projects with infiltration BMPs the report should also
include the soil type expected infiltration rate and the method of determining the infiltration rate
(Infiltration Devices submitted to WiRO Schedule a site msit for DWQ to verify the SHWT pnor
to submittal [phone] )
10 A copy of the most current property deed Deed book 3665 Page No 255 & 259 Jwt(
11 For corporations and Imuted liability corporations (LLC) Provide documentation from the NC Jw8
Secretary of State or other official documentation which supports the btles and positions held
by the persons listed in Contact Information item 1a 2a and/or 3a per NCAC 2H 1003(e) The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State otherwise the apphcabon will be returned
http / /www secretary state nc us/Corporations/CSearch aspx
VII DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions outparcels and future development the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot If lot sizes vary significantly or the proposed
BUA allocations vary a table listing each lot number lot size and the allowable built upon area must be provided
as an attachment to the completed and notarized deed restriction form The appropriate deed restrictions and
protective covenants forms can be downloaded from
htto //h2o enr state nc us/su/bmp forms htm#deed restrictions Download the latest versions for each submittal
In the instances where the applicant is different than the property owner it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded
By the notarized signature(s) below the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project if required shall include all the items required in the permit and listed
on the forms available on the website that the covenants will be binding on all parties and persons clairrung
under them that they will run with the land that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot
VIII CONSULTANT INFORMATION AND AUTHORIZATION
Applicant Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information)
Consulting Engineer Michael L Tackett, PLS
Consulting Firm The Clark Group
Mailing Address
City Wilmmgton
Phone (910 ) 6023900
Email mtackett@clarkgroup us
State NC Zip 28404
Fax (910 ) 6023975
IX PROPERTY OWNER AUTHORIZATION (if Contact infonnahon item 2 has been filled out complete this
section)
I (print or type name of person listed in Contact Informahon item 2a) Wright Holman certify that I
own the property identified in this permit application and thus give permission to (print or type name of person
listed in Contact Informahon item la) Wnght Holman with (print or type name of organization listed in
Contact Informahon item 1b) Citpress Coex, LLC to develop the project as currently proposed A copy of
the lease agreement or pending property sales contract has been provided with the submittal which indicates the
party responsible for the operation and maintenance of the stormwater system
RECEIVED
JUN 2 9 2010
Ry
Form SWU 101 Version 07July2009 Page 5 of 6

As the legal property owner I acknowledge understand and agree by my signature below that if my designated
agent (entity listed in Contact Information item 1) dissolves their company and/or cancels or defaults on their
lease agreement or pending sale responsibility for compliance with the DWQ Stormwater permit reverts back to
me the property owner As the property owner it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days otherwise I will be operating a stormwater treatment
facility without a valid permit I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-2151 and may result in appropriate enforcement action including
the assessment of civil penalties of up tip $25 900 Fier y p rsuant to NCGS 143 215 6
Signature
Date t, I 1 I
the State of ,t4 ftA County of
/YF,ttJ 94NOVEa- do hereby certify that��Fir{ WMA� personally appeared
Ll before me this I & day of f. 7-010 and acknowledge the due execution of the application for
a stormwater permit Witness my hand and official seal
SEA
My commission expires / -&-0013
X APPLICANTS CERTIFICATION
I (print or type name of person listed in Contact Information item 2) Wright Holman
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 tl ert'tl proposed project complies with the requirements of the
applicable stormw ter under 5A C C 100 SL 2006 246 (Ph 11- Post Construchon) or SL 2008-211
SignaturDate
I a Notary Public for the State of NIO � LJA: County of
NL !d :JA401/E,& , do hereb certify that J Wu GIA'f" 4/M f: N personally appeared
�i
before in � de this ay of O and acknowledge the due exec on f the application for
a stormwater permit Witness my hand and official sea'h<zJ—VaA1 Ltn c�A
SEAL
My commission expires Zo -Zo 1-3
RECEIVED
JUN 2 9 2010
Form SWU 101 Version 07July2009 Page 6 of 6

w
F"A ..� r
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H Sullins Dee Freeman
Governor Director Secretary
STATE STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
I CURRENT PERMIT INFORMATION
1 Stormwater Management Permit Number sw A O ?022 6
2 Project Name
S
3 Current Permit Holder s Company Name/Organization Cypress CWJe- %wnL%?es L4C
4 Signing Officials Name Immy f/fir n5r%r , Title Oisna/,?$ Ael!?
(person leg, Ily respgnsib a for permit)
5 Mailing Address
City tkiymps�eoo' State-,A),I— Zip 23
6 Phone /0 ) ZZq tf.?k% Fax
11 PROPOSED PERMITTEE / OWNER / PROJECT / ADDRESS INFORMATION
This request is for (please check all that apply)
® Name change of the owner (Please complete Items 1 2 and 3 below)
Name change of project (Please complete Item 5 below)
® Change in ownership of the property/company (Please complete Items 1
❑ Mailing address / phone number change (Please complete Item 4 below)
❑ Other (please explain)
2 3 and 4 below)
1 Proposed permittees company name/organization C AEfSs (20ex , LLC
2 Proposed permittees signing officials name-A&C,�Innq , /9
3 Proposed permittee s Title Y)0 091�: 0!o— Me r
4 Mailing Address 7V 3 Wr, test/, I,11'se
City O m, f 1p r�- State J✓✓�Zlp z 43 yD 3
Phone 910 ) 42 Sb -- yzo 9 Fax ( )
5 New Project Name to be placed on permit ��r�A4, 5��7aY-�
Please check the appropriate box The proposed permittee listed above is
❑ HOA or POA (Attach a copy of the deed transferring ownership of all common areas Print Name
of HOA or POA in #1 above and provide name of HOA(POA) president in #2 above)
The property owner
❑ Lessee (Attach a copy of the lease agreement and complete Property Own ion on
page 4) 1 g 1%%"
❑ Purchaser (Attach a copy of the pending sales agreement and compl b Prop�CJwner
Information on page 4) \\
❑ Developer (Complete Property Owner Information on page 4) VC
SSW N/O Change Rev16Nov2009 Page 1 of 4

III REQUIRED ITEMS
This application package will not be accepted by the Division of Water Quality unless all of the
applicable required items listed below are included with the submittal
This completed and signed form
Legal documentation of the transfer of ownership (For Permit Transfers Complete Current Permittee
and Proposed Permittee Sections)
A copy of the recorded deed restrictions if required by the permit
The designers certification if required by the permit and if not already submitted to DWQ
If the Proposed Permittee is a corporation LLC or General Partnership provide documentation from
the Secretary of State office which supports the named president vice president member manager
or General Partner
The $40 00 processing fee If this is an initial transfer from the original permittee to the property owner
or other responsible party such as an HOA the processing fee is not required Subsequent ownership
transfers will require the $40 00 processing fee
IV CURRENT PERMITTEE S CERTIFICATION
Please check one of the following statements
FCheck here if the Current Owner is only changing the owner name company name or project
ame or the mailing address and will retain ownership of the permit
Y LJr-), 1�ojma ,or• CrAr<cs Coex U4he current owner hereby notify the Division of
Water Ouality that I am changin y name or company name and/or I am changing my mailing
address and/or I am changing the name of the permitted project I further attest that this application
for a name/ownership change is accurate and complete to the best of my knowledge I understand
that if all required parts of this application are not completed and that if all required supporting
information and attachments as outlined above are not included this application package will be
returned as incomplete
❑ Check here if Current Owner Is transferring (selling) the property to a new owner and will not
retain ownership of the permit
I the current owner am submitting this application for a transfer of
ownership for permit # I hereby notify DWQ of the sale or other legal transfer
of the stormwater system associated with this permit I further acknowledge and attest that I have
transmitted a copy of the most recent permit a copy of the Designers Certification a copy of the
DWQ approved plans and/or approved as built plans a copy of the approved Operation and
Maintenance agreement and copies of past maintenance records to the Proposed Permittee named
in Sections II and V of this form at the mailing address listed in Section 11 of this form I further attest
that I assign all rights and obligations as permittee to the Proposed Permittee named in Section V of
this form I understand that this transfer of ownership cannot be approved by the Division of Water
Quality unless and until the facility is in compliance with the permit and the Proposed Permittee signs
this form I understand that in the event the facility is not in compliance or the Proposed Permittee
does not sign this form the responsibility to bring the facility into compliance and to comply with the
terms and conditions of the pe it remai svw me until such time as the Proposed Permittee signs
this form and the Dw n app ve it
Signature //J�- Date L
I %72A fJ l— t }IJ,I E2SorJ a Notary Public for the State of
% day of
County of NEW -HAt-IZVEK� do hereby certify that
personally appeared before me this the
20 10 and acknowledge the due
forgoing instrument Witness my hand and official seal
Notary Signature
SSW N/O Change Rev16Nov2009 Page 2 of 4

V PROPOSED PERMITTEE CERTIFICATION (This section must be completed by the
Proposed Permittee for all transfers of ownership)
awi,Ak A)mo n t1/r-- r ag refs 40! ue hereby notify the Division of Water Quality that I have
acquired through sale leastf or legal transfer the responsibility for constructing and/or operating and
maintaining the permitted stormwater management system I have examined the permit and
inspected the permitted facility and agree to assume the rights and liabilities contained in the permit
and to comply with the terms and conditions of the permit
I attest that I have reviewed this application for an ownership change and it is accurate and complete
to the best of my knowledge I understand that if all required parts of this application are not
completed and that if all required supporting information and attachments are not included this
application package will be returned as incomplete
I further acknowledge and attest that in the event the required facility inspection reveals that the
project is not in compliance with the permit I understand this transfer of ownership will not be
approved until the project is brought into compliance I acknowledge and attest that I have received a
copy of the most recent permit a copy of the Designers Certification a copy of the DWQ approved
plans and/or approved as built plans a copy of the approved Operation and Maintenance agreement
and copies of past maintenance records from the previous permittee I further acknowledge and
agree that I will construct and/or operate and intain the system per the requirements listed in the
permit and in the OpIrat on and M I
to an gr ement
Signature""
I f�� �1Gc3 /lam 1+�i p J " a Notary Pu he for the State of
NOO-4 OA(Cobt44 County of NEtJ �y++`io��- do hereby certify that
(,c)wc�Azk �/tK4&J personally appeared before me this the
41t' day of � Lu le 2010 and acknowledge the due execution of the
forgoing instrument Witness my hand and official seal
i'�/%QiYI[ta C��Lne r-- (Notary Seal)
Notary Signature
Additional copies of the original permit and the approved Operation and Maintenance plan can be
obtained from the appropriate Regional Office of the Division of Water Quality
This completed form including all supporting documents and processing fee should be sent to the
appropriate Regional Office of the North Carolina Department of Environment and Natural
Resources Division of Water Quality as shown on the attached map
Please note that if the Proposed Permittee listed above is not the property owner the property owner
must complete and sign page 4 of this document Both the lessee / developer and the property
owner will appear on the permit as permIttees
RECEIVED
JUN 2 9 2010
gv
SSW N/O Change Rev16Nov2009 Page 3 of 4

VI PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If the Proposed Permittee listed in Sections 11 and V of this form is not the Property Owner the
Property Owner must provide his/her Contact Information below and sign this form
Printed Name (jj- "t Mvy10YAr111
Organization CYOrrsS CpP_>C L.L C-
Title within the Organization ! as /TeC
Street Address
City 4) jvni ng 4o✓^ V State IJ Zip 'Z 19 �/O 3
Mailing Address
City
(if different from street address)
State
Phone 9/O - Z S'6 - 4 ZD 9 Fax
WN,"
Zip
I certify that I own the property identified in this permit transfer document and have given permission
to the Proposed Permittee listed in Sections II and V to develop lease or purchase the property A
copy of the lease agreement or pending property sales contract has been provided with the
submittal which indicates the party responsible for the construction and/or operation and
maintenance of the stormwater system
As the legal property owner I acknowledge understand and agree by my signature below that I will
appear as a permittee along with the lessee/developer and that if the designated Proposed
Permittee dissolves their company and/or cancels or defaults on their lease agreement or pending
sales contract responsibility for compliance with the DWQ Stormwater permit reverts back to me
the property owner As the property owner it is my responsibility to notify DWQ by submitting a
completed Name/Ownership Change Form within 30 days of procuring a developer lessee or
purchaser for the property I understand that failure to operate and maintain the stormwater
treatment facility in accordance with the permit is a violation of NC General Statue 143 215 1 and
may result in appropriate enforcement action including sessment of civil penalties of up to
$25 000 per day pursuant to NCGSI 1 (Y-,215 6 A f
Signature of the property owner
day of
;— Oate LO 1i 1
a Notary Public for the State of
County of /V Et,J PAt1 o 05L do hereby certify that
personally appeared before me this the
20 10 and acknowledge the due execution of the
forgoing instrument Witness my hand and official seal
otary Signature
RECEIVED
JUN 2 9 2010
(Notary Seal) ,
SSW N/O Change Revl6Nov2009 Page 4 of 4

k
State Stormwater Management Systems
Permit No SW8 070226MOD
Cypress Statm
Stormwater Permit No SW8 070226MOD
Pander Countv
Designers Certification
1 JAws W rlecc. 0> as a duly registered Whotu.,#. rv(vAgvr, in the
State of North Carolina having been authorized to observe (ReIlBdtI;Pliy/ weekly/ full
time) the construction of the protect
CIPAW Sr&lpq
(Protect)
for Gist• Coat u,c (Protect Owner) hereby state that to the
best of my abilities due care and diligence was used in the observation of the protect
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 specifications
Signature JAµEs &j
Registration Number 0I39ib
Date X, Zen
Pone 7 of 91

k
State Stormwater Management Systems
Permit No SW8 070226MOD
Certification Requirements
1 The drainage area to the system contains approximately the permitted
VV acreage
2 The drainage area to the system contains no more than the permitted
(J 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 drams are located such that the runoff is directed into the system
5 The outlet structure elevations are per the approved plan
6 The outlet structure is located per the approved plans
f 7 Trash rack is provided on the outlet structure
V 11 -8 All slopes are grassed with permanent vegetation
(/ 9 Vegetated slopes are no steepeLthan-3-t _
WI 10 The inlets are located per the approved plans and do not cause short
circuiting of the system
The permitted amounts of surface area and/or volume have been
provided
� 12 Required drawdown devices are correctly sized and located per the
approved plans
marl 13 All required design depths are provided
( Ad 14 All required parts of the system are provided such as a vegetated shelf
and a forebay
,444 15 The required system dimensions are provided per the approved plans
� 16 All components of the stormwater BMP are located in either recorded
common areas or recorded easements
cc NCDENR DWQ Regional Office
Pander County Building Inspections
Panes R of R

State Stormwater Management Systems
Permit No SW8 070226MOD
Cypress Stalin
Stormwater Permit No SW8 070226MOD
Pender Countv
Designers Certification
I ,1A4[FS w .416UA�,o as a duly registered Veo&_w wy_ in the
State of North Carolina having been authorized to observe ( o t y/ weekly/ full
time) the construction of the protect
CCIIIe5S' S7¢Poy - D/CAiN4Gc A26A /i auu
(Protect)
for Cc/P2ess 69 y_ LLC (Protect Owner) hereby state that to the
best of my abilities due care and diligence was used in the observation of the protect
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 specifications
Signature
Registration Number 033�/6
Date M44y 2, p 20� i
LJU
VFD
SEAL
C ARO(���%
�rQ oFESS/0* 4,SEAL
P
hw 14� �f/2 (PJ/
/fririnwa
�Fc� SUN
0
12�11
Dnno 7 of A

State Stormwater Management Systems
Permit No SW8 070226MOD
Certification Requirements -pR ,NAGE 8 p�JL'17
JW11 1 The drainage area to the system contains approximately the permitted
acreage
Jw/( 2 The drainage area to the system contains no more than the permitted
amount of built upon area
J&J9 3 All the built upon area associated with the protect is graded such that the
runoff drains to the system
jto�L_4 All roof drains are located such that the runoff is directed into the system
JW9 5 The outlet structure elevations are per the approved plan
��6 The outlet structure is located per the approved plans
Jw!l 7 Trash rack is provided on the outlet structure
-koll 8 All slopes are grassed with permanent vegetation
9 Veaetated slopes are, no stee eg r than 3.1
Jwl/ 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
,A,ad 12 Required drawdown devices are correctly sized and located per the
approved plans
,lW,4 13 All required design depths are provided
a _14 All required parts of the system are provided such as a vegetated shelf
and a forebay
J,dW 15 The required system dimensions are provided per the approved plans
Jw,l 16 All components of the stormwater BMP are located in either recorded
common areas or recorded easements
cc NCDENR DWQ Regional Office
Pender County Budding Inspections
pana R of R

,T- High Density Developments with Outparcels
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H 1000 and S L 2006 246 the Stormwater Management
Regulations deed restrictions and protective covenants are required for High Density Developments
with Outparcels where outparcel lots will be subdivided from the main tract and sold Deed restrictions
and protective covenants are necessary to ensure that the development maintains a built upon area
consistent with the design criteria used to size the stormwater control facility
I_i.Wr wh+ 40)mo/n� /// acknowledge affirm and agree by my signature below that I will
cause t following deed restrictions and covenants to be recorded prior to the sale of any outparcel or
future development area
The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number Su) g 070 ZZ(� as issued by the Division of Water Quality
under the Stormwater Management Regulations
2 The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit
3 These covenants are to run with the land and be binding on all persons and parties claiming
under them
4 The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina Division of Water Quality
5 Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality
6 The maximum built upon area for the outparcel(s) shown on the approved plans is as follows
Outparcel # BUA Outparcel # BUA
/ 6J, S 70 3
Z22 Y/ 7
These allotted amounts include any built upon area constructed within the property boundaries
and that portion of the right of way between the lot Imes and the edge of the pavement Built
upon area includes but is not limited to structures asphalt concrete gravel brick stone slate
coquina and parking areas but does not include raised open wood decking or the water
surface of swimming pools
7 The runoff from all built upon area within the outparcel or future development area must be
directed into the permitted stormwater control system
8 Built upon area in excess of the permitted amount will require a permit modification
9 The connection from the outparcel s collection system into the stormwater control shall be made
such that short circuiting of the system does not occur
10 For those outparcels or future development areas whose ownership is not retained by the
permittee the new owner shall submit a separate offsite stormwater permit application to the
Division of Water Quality and receive a permit prior to construction
11 The project and each outparcel will maintain a 30** foot wide vegetated buffer between all
impervious areas and surface waters
* 50 foot for projects located in the 20 coastal counties RECEIVED
JUN 2 9 2010
�v
Form DRPC 2 Rev 2 05Nov2009 Page t of 2

High Density Developments with Outparcels
Deed Restrictions & Protective Covenances
Signature —r�o
a Nota� Public in the
State of IVOlt h CAA.Db, J A/� County✓V of EO
C.J (.yt7�1/�a✓��
do hereby certify that &A4--Al otl personally appeared
before me this the day of 2010 and acknowledge
the due execution of the foregoing instrument Witness my hand and official seal
SEAL
My Commission expires / ,& 2,013
Form DRPC 2 Rev 2 05Nov2009 Page 2 of 2

The Clark Group
POST OFFICE BOX 10136
WILMlNGTON NC 28404 0136
Ito]
RECD AUG 3 0 2010
LETTER OF TRANSMITTAL
DATE
PROJECT NO ®�
ATTENTION
RE
C Pis -
Glo✓�Tac�� horn
WE ARE SENDING YOU X ATTACHED UNDER SEPARATE COVER OTHER (SPECIFY)
SHIPPED VIA THE FOLLOWING
NO COPIES
DATE
DESCRIPTION
'z
:!�O
THESE ITEMS ARE TRANSMITTED AS CHECKED BELOW
_ FOR APPROVAL _ FOR YOUR USE _ AS REQUESTED _ FOR REVIEW/COMMENT
9

I
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
July 27 2010
Wright Holman Managing Member
Cypresss Coex LLC
7036 Wrightsville Ave Suite 101
Wilmington NC 28403
Division of Water Quality
Colleen H Sullins
Director
Subject Request for Additional information
Stormwater Project No SW8 070226MOD
Cypress Station
Pender County
Dear Mr Holman
Dee Freeman
Secretary
The Wilmington Regional Office received and accepted a modified State Stormwater Management
Permit Application for Cypress Coex on June 29 2010 A preliminary in depth review of that
information has determined that the application is not complete The following information is needed
to continue the stormwater review
Please provide boundary lines with bearings and distances for the proposed lots 1 2
and 3 In addition to the acreage already called out on the plans add the impervious
surface area to be allowed for development
Please provide basic dimensions for all planed built upon area (BUA) i e the roads
parking area etc shown on the plan sheet
A landscape plan and/or specifications calling for the number and type of plants for the
littoral shelf is required please provide
4 Inconsistencies related to the average depth were noted between the calculations
provided and the wet pond supplemental form Keep in mind that changes to the plans
and permit that require the wet pond to be resized (made larger) also require the wet
pond to meet all current standards The only allowance is the design storm (1 in this
case) for the drainage area and BUA already permitted may remain the same
Please note that this request for additional information is in response to a preliminary review The
requested information should be received in this Office prior to August 28 2010 or the application will
be returned as incomplete The return of a project will necessitate resubmittal of all required items
including the application fee
If you need additional time to submit the information please mail email or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter The request must
indicate the date by which you expect to submit the required information The Division is allowed 90
days from the receipt of a completed application to issue the permit
Wilmington Regional Office OtlC
127 Cardinal Drive Extension Wilmington North Carolina 28405 NorthCaroltna
Phone [phone] FAX [phone]Customer Service 1877-623-6748 ort hUiiroli 1
Internet v rimaterquality org

Wright Holman Managing Member
July 27 2010
Stormwater Application No SW8 070226MOD
The construction of any impervious surfaces other than a construction entrance under
an approved Sedimentation Erosion Control Plan is a violation of NCGS 143 2151 and
is subject to enforcement action pursuant to NCGS 143 215 6A
Please reference the State assigned project number on all correspondence Any
original documents that need to be revised have been sent to the engineer or agent All
original documents must be returned or new originals must be provided Copies are not
acceptable If you have any questions concerning this matter please feel free to call me
at [phone] or email me at chris baker@ncdenr gov
Sincerely
Chris Baker
Environmental Engineer II
GDS/csb S\WQS\STORMWATERWDDINFO\2010\070226MOD ju110
cc Michael L Tackett P L S The Clark Group
Wilmington Regional Office Stormwater File
Page 2 of 2

Reviewer
Received
Location
I
Rule(s) Subject (check all that apply) Symbols for completing form ✓ = Yes/OK x = No/Deficient n/a or \ or f
R" 1995 Coastal (i18,9Daiq 4'2008 Coastal (tea 16A) ❑ Phase II ❑ Universal
Paperwork
Check for $505 (must be no older than 6 months)
Q 1
O- Application form with correct/original signatures (original plus 1 copy) If Corporation or LLC also
Jip�
eif'rint the Info from the NCSOS
o Either 1 ) The applicant is listed on the NCSOS with his/her correct title or 2 ) A notarized letter of
authorization has been provided q Mob 5
`t0 col\\ J
Ci-tupplements (1 original per BMP) BMP type(s) /0 0wcls r( 0011F1F��
M,"O&M with correctloriginal signatures (1 original per BMP except level spreaders/felt trips and ales)
31—Beed restrictions (If outparcel or subdividing) (original plus 1 copy)
o Deed restriction template (signed and notarized) or
o Proposed Declaration of Covenants and Restrictions (signed and notarized)
Sods report identifying the SHWT
Ct E upporting calculations signed & sealed (If necessary)
� Receiving stream classification (2 )5-0 if SA or ORW also
' o SA USGS topo map with the site the receiving waters and the A mile radius shown to scale
o ORW 575 ft of MHWL for Area of Environmental Concern and max BUA per rule
- �C] Modifications 1 ) If built Designer's Cent f partially built Partial Cert 3 ) If not built No Cert needed
Development Type (check all that apply)
Lk'Residential or ❑ Commercial ❑ Deed restrictions match?
&Q Subdtvision or ❑ Single Lot ❑ Deed restrictions match?
High Density or ❑ Low Density ❑ Deed restrictions match?
❑ Offsite project ❑ Redevelopment ❑ Modification 67( j ro ❑ Exempt
NA ❑ NCG02 (bulkhead) ❑ NCG03 (clear/grade) ❑ NCG04 (linear)
Density
Lwl.-� BUA calculations include common areas clubhouse sidewalks etc
UP BUA % 1,G \\ -"-Matches high/low density requirement for rule and receiving stream class
❑' No obvious mathierrors
Uk"If High Density Design storm correct for rule and receiving stream class t ea
Plans se ned and sealed (2 sets)
UJ�Tvvo sets received ❑ Layout (with proposed BUA dimensions)
❑ Grading O�Drainage area map (all HD systems & curb outlet swales)
611"Vicinity
map 6J' Project Boundaries ❑ Legend
❑ Wetlands
o Delineated on plans o No wetlands onsite on plans
❑ Details
o Roads o Cut de sacs o Curbing o Sidewalk
o BMPs/ Level spreaders/ Filter strips/ Curb outlet swales o Buildings (Apts or Condos)
Offsite Projects
❑ Designe s Certification has been submitted for the Offsite BMP receiving the runoff from the project
❑ D restrictions have been recorded and a copy submitted for the Offsite BMP permit
Lot size has not changed from what was approved under the Master Plan
❑ Correct lot number is referenced on the supplement form
❑ Offsite system is in compliance with its permit if known
Infiltrate rojects
Soils report SHWT soil type and expected infiltration rate are provided
❑ DWO has conducted a site visit? Date
Wet Ponds Permanent Pool Meets One of the Following
❑ Is located no lower than 6 below the estimated SHWT
❑ Incoming groundwater is quantified and evaluated AND Storage volume verified AND Outlet evaluated for free
drainage to the receiving waters under SHWT conditions
Decision (check one)
❑ Complete Return file to admin (Jo Casmer) to log in (Stamped in received date = BIMS date)
❑ Slightly incomplete E mail consultant request information to be returned within one business day (24 hours after
request Info requests on Friday allow a return on the following business day) If info not returned issue an
application return letter and give everything to admin (Add info received date = BIMS date)
❑ Substantially incomplete Issue an application return letter and give everything to admin

Q "O,&ed ul 20 -31 (oo
y 3co 3
Q �rPo`ae 1. 17 hl save.
331o3 ay
3 CN Aw��)
�aH't1ST roi Spac��'.aa � A� �v�cj�vmr
/pTSS 0}p go"Io CJ
,�6tl �04\0 3q o 0 38 0 o NE )�
i Q m S(-v y0 2s 39 Oo )
WD lE-DE516 TOivJ (0 } vE ^(11) 1 Sl�l� eiC>
�ha54W'�- •urAd 0.v4""t"j-�\calC

REC'n JAL 0 9 2010
The Clark Group
POST OFFICE BOX 10136
WILMINGTON NC 28404 0136
Ito]
LETTER OF TRANSMITTAL
DATE 7/5/,/
PROJECT N O Og
ATTENTION
RE L' <SS �`ta
O✓L
WE ARE SENDING YOU X ATTACHED UNDER SEPARATE COVER OTHER (SPECIFY)
SHIPPED VIA THE FOLLOWING
NO COPIES
DATE
DESCRIPTION
Z 6e4)
% TIIO
eu sad see Swm I, 2, 9 R io io
(
71`d /o
Sco�nel1 h ,z
�6,k Lae ce
THESE ITEMS ARE TRANSMITTED AS CHECKED BELOW
FOR APPROVAL _ FOR YOUR USE iOAS REQUESTED _Ki OR
COPY TO FILE SIGNATURE
/n
l

Needham Environmental Inc
RobertN Needham PWS
9100 Charlestowne Rd SE
Wmnabow NC 28479
Office/Fax [phone]
needhambud@ec rr corn
Mike Tackett
The Clark Group
5000 Blue Clay Rd
Castle Hayne NC 28429
Tom Gulley NCLSS#1256
P O Box 960
Wilmington NC 28402
Office/Fax [phone]
tgulley@gmad com
July 8 2010
RE Seasonal High Water Table and infiltration Rate Determination for Cypress Station Pender
County North Carolina
Dear Mike
Today i performed a seasonal high water table determination adjacent to an existing stormwater pond for
the potential expansion of that pond The site is adjacent to Pansy Lane in Hampstead and is part of the
Cypress Station Project The boring was made approximately 20 due south of the power pole located
near the northern edge of the existing pond and along the northeastern property line A stake with blue
ribbon and labeled X3 was placed at the boring location Below is the detailed soil profile description
with an estimated seasonal high water table of 96 below existing grade
Location Horizon
Depth
Color
Texture
Structure
Notes/Mottles
X3 Fill
020
2 5Y 4/2
V Fine Sand
Single grained
Ab
20 22
2 5Y 4/1
Fine Sand
Single grained
E1
22 78
2 5Y 7/1
Fine Sand
Single grained
w/ few fine faint 2 5Y 6/8 mottles
E2
78 88
10YR 7/1
Fine Sand
Single grained
estimated water table = 96
Bt
88 104 +
10YR 4/3
Fine Sand
Single grained
w/ man med distinct 10YR 4/2
if you have any questions or concerns please contact me at [phone] [phone] or by e mail
at tgulley(ii,gmad coin
Sincerely
-1b-1l,I
J Tom Gulley Jr
North Carolina Soil Scientist # 1256

e
E
E E
<
J
j
(
E <f
I
<
{
.JE�s
c
E/
D s { A
E E
i
t
Y[
I
I
/ $
/ �
I
/
a
I
f
/
I
9
/
I
/
I �
I
I c
�tl.e.r 9
——________________ ---_----ten' _--_
Pansy Lane(24 a ci R/w) (r I R I, d s o)
g5 c g$ @ q
iP 1 zoo,

41
JUL 09 2010

U S ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id SAW 2006 32402 071 County Pender US G S Quid Hampstead
NOTIFICATION OF JURISDICTIONAL DEPERMINATION
Applicant Mr limmv Elhn2ton, jr
Addr ss 14921 US H vv 17
H imnstead NC 28443
Telephone No [phone]
Property description
Size (acres) 8 acres
Newest Wateiwiy Mill Creek
USGS HUC 03010007
A ent Wes Fry ir, Land Mgna2em nt Group, I I C
Address P O Box 2512
Wilmmt,tt n, NC 28402
f dephone No (910) 4�2 0001
Nearest Town Hampstead
River Basin Cgpe Fe it River
Coordinates N 34 3705 W 77 706
Locquon description Theft) icre site is located in he idwaters of Ilarnsons Creek on the west side of Hviv 17, off of
Pansv Lane north of the mtei section of Hwv 210 West qnd Hwy 17 in H imustead, Pender County, North Cirolmi
Indicate Whith of the Following Apply
_ Based on preliminary mtormition there may be wetlands on the above described property NAe strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction To be considered finil a
junsdictiongl determination must be verified by the Coi ps This prehmmiry determination is not an appealable action
under the Re,ulitory Proeram Administrative Appeal Process (Reference 33 CFR Part 331)
_ There ire Navigable Waters of the United States within the above described propertv subject to the permit requirements of
Section 10 of the Rivers qnd Harbors Act and Section 404 of the Clean Water Act Unless there is a chinge in the law or
our published regulations this determination may be relied upon for i period not to exceed five years from the date of this
nottftcgtion
X
_ We strongly suogcst you have the wetlands on your piopeity delineated Due to the size of your property indlot our
present workload the Corps may not be able to accomplish this wetland delineation in a timely manner For a more timely
delineation you mqy wish to obtain a consultant To be considered fin it any delineation must be verified by the Coi ps
The waters of the U S on yom property have been delineated and the delmcinon has been verified by the Corps We
strongly suggest you hive this delmcinon suiveyed Upon completion this survey should be reviewed and veufied by the
Corps Once veufied this survey will provide qn gecutate depiction of all arees subject to CWAjunsdiction on yout
property which provided there is no chinge in the liw m our published regulations may be relied upon for i period not to
exceed five years
_ The wetlands hive been delineated and surveyed and ire iccuratcly depicted on the plat signed by the Corps
Re,ulatory Officigl identified below on Unless there is a chgnoc in the law or our published regulations
this detei mmition may be relied upon for a period not to exceed five veers from the date, of this notification
_ Thete are no waters of the U S to include wetlands present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344) Unless there is i chinge in the, law of out
published regulations this determination may be relied upon tot q period not to exceed five years from the dite of this
nolifrcition
The property is located in one of the 20 Cogstgl Comities subject to reaulition undet the Cogstgl Arci Management Act
(CAMA) You should contact the Division of Cogstgl Mini.emcnt in Wilmm,ton NC it [phone] to detertmne
their iegmrements
JUL 09 2010
Page 1 of 2

Action ID SAW 2006 32402 071
Placement of dredged or fill in itenal within waters of the US and/or wetlands without a Department of the At my peimit may
constitute a %tolation of Section 301 of the Clean Water AU (33 USC § 1311) If you have any questions regarding this
determination and/or the Corps regul story program please contact Emdv Burton at [phone]
Basis For Determination The subject area exhibits wetland criteria as described in the 1987 Corps Wetland Delineation
Manual Wetlands are adjacent to Harrisons Creek a tributary to the Northe ist Cape Fear River, a Section 10
navigable water This determination was made by former Reeul itory Specialist I dletteGranade on Mav 31, 2006
Remarks
Coops Regulatory Offival A `" ' "'r
Date September 17, 2007 Expiration Date September 17, 2012
Corps Regulatory Offival (Initial)
FOR OFFICE USE ONLY
A plat or sketch of the propei ty and tha wetland data form must be ntached to the ]de copy of this fot in
A copy of the Notification Of Administrative Appeal Options And Pioci,ss And Request For Appeal form must be
tr insmitted with the propert) owner/agent copy of this form
II the property contains isolated wetlands/waters please indicate in Remarks section and attach the Isolated
Determination Information Sheet to the file copy of this form
Page 2 of 2

US Army Corps
of Engineers*
N/11mmAton Distrfct
Date September 17. 2007
ATTENTION PROPERTY OWNER
New Guidance on Jurisdictional Determinations
On June 5 2007 the U S Army Corps of Engineers (COE) implemented a new method
for performing Jurisdictional deteimmations (JD) pursuant to the Clean Water Act
(CWA) This new process is a result of the recent Supreme Court decisions (United
States v Rapanos and United States v Carabell) and now requires the COE to conduct
extensive reviews when deteimimng if ceitain waterbodies including wetlands haze a
stgnificant nexus (connection) to Traditional Navigable Waters
Since this Office has reviewed and verbally approved a Jurisdictional determination fot
your property prior to June 5 2007 we have finalized this JD using the preN sous process
However if you is the property owner are interested in having your property evaluated
under the new guidance or have any questions regarding this mltter ple ise contact Emily
Burton at 910 251 4635
f-.<--
S Kenneth Jolly
Chief Regulatory Division

�f�N"^'t.'#»P pto,r Tnr t+���fi$�E��¢ ��7�'�l.�pt�ilt ;.I.c� a,`4,' "i.3%x,ny'AR'a I�5'�#a?t i�� 7,j x t�'
I i3Js?1.iL �i "I ��A '"4t,'87'�d{i3wr}��'a° Iw £R9,�& 4ki3l rfunAf'er T x`t61+L���'!Y
is 8.r(i4i^!�
y 14 NOTIFICATIONJOF�ADMINISITRATIV� "APPEAI OPTIONS#Ah�D PROCESS AND �
e�tr stg1REQUEST9FORIAPPtEAL',p'rpf�' sir itt *
, a v�q, ��7wa
a a"a Y
1 94 xr,,i"5iu' rc t ar i rf,�'s .ti+!•' 9 G4'i I WI'I ! ih#9t'srFlk..€{r
A hcant Mr Jimmy Ellington, Jr
File Number 2006 32402 071
Date September 17, 2007
Attached is
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of
A
permission)
PROFFERED PERMIT (Standard Permit or Letter ofpermission)
B
PERMIT DENIAL
C
X
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTIONhxJ fiThe'following identgifics�your rights and options4reg irdmggan administrative appeallof the,above '
decision YAdditio al mformahonlmaytbeffound(( at http //www usace at my mil/inet/functions/cw/cecwo/reg orl,,i r i
'.';^' "'4 1; t f i "� I ! i G4 t f it F" U, r f i i .S`s 1
Co 331CFR Part 33) [1 � t" Ik r i (�.�'i't' i 4111 - r
s regulations at lVi u i +' asp rMt � 'c"
A INIrml, PROFFERED PERMIT You may accept or oblcct to lht permit
ACCEPT If you received a Standard Pei mit you may sign the permit document and ieturn it to the district engineer for final
authorization It you received a Letter of Permission (LOP) you may accept the LOP and your woik is authorized Your signature
on the Standard Permit or acceptance of the LOP meam th it you accept the pet mrt in its entirety and waive all rights to appeal the
permit including its terms and conditions and approved Jurisdictional determinations associated with the permit
OBJECT If you object to the permit (Standard or LOP) because of certain terms and conditions thetun you in ty request that the
permit be modified accordmaly You must complete Section II of this form and ieturn the form to the district engineer Your
objections must be received by the district engineer within 60 clays of the date of this notice or you will forfeit your right to appeal
the permit in the future Upon teceipt of your letter the disulct en ineer will evaluate your objections and may (a) modify the
permit to address all of your concerns (b) modify the permit to address some of your objections or (c) not modify the permit
having determined that the permit should be issued as previously «ritten Aftei evaluating your objections the district engineer
will send you a proffered permit for your reconsideration as indicated in Section B below
B PROFFERED PERMIT You may accept or appeal the permit
ACCEPT If you received a Standard Permit you may sign the permit document and return it to the district engineer foi final
authorization If you received a Letter of Permission (LOP) you may accept the LOP and your work is authorzed Your signature
on the Standaid Permit or acceptance of the LOP means that You accept the permit in its entirely and waive all rights to appeal the
permit including its terms and conditions and approved jurisdictional determinations associated with the permit
APPEAL If you choose to decline the proffered permit (Standard or I OP) because of certain terms and conditions therein you
may appeal the declined permit under the Corps of Engineers Administmuic Appeal Process by completing Section II of this form
and sending the form to the division engineer This form must be received by the do ision engineer within 60 days of the date of
this notice
C PERMIT DENIAL You may appeal the denial of a permit under the Corps of Engineers Admrmstrztive Appeal Process by
completing Section II of this form and sending the form to the division engmeer This form must be iecerved by the division engineer
within 60 days of the date of this notice
D APPROVED JURISDICTIONAL DETERMINATION You may acceptor appeal the approved JD or
piovide new information
ACCEPT You do not need to notify the Corps to accept an approved JD Failure to notds the Corps within 60 days of the date of
this notice means that you iccept the approved JD in its entirety and wane all rtehts to appeal the approved JD
APPEAL 11 you dis agree with the ipproved JD You in iy appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer This foi in must be received by
the division engineer within 60 d iys of the date of this notice

E PRELIMINARY JURISDICTIONAL DETERMINATION You do not need to respond to the Corps
reglydmg the preliminary JD The Preliminary JD is not appealable If you wish you may request an approved
JD (which may be appealed) by contacting the Corps district for further instruction Also you may provide new
information further consideration by the Corps to reevaluate the JD
yfor
PERMIT 1
SECTION II
REQUESTsFOR-APPEALlor OBJECTIONS TO AN INITIAL PROFFERED
REASONS FOR APPEAL OR OBJECTIONS (Descube your re isons for appealing the decision or your
objections to an initial proffered permit in cleat concise statements You may att ich additional information to
this form to clarify where your reasons or objections are addressed in the administrative record )
ADDITIONAL INFORMATION The appeal is limited to a review of the administrative record the Corps
memorandum for the record of the appeal conference or meeting and any supplemental information that the
review officer has determined is needed to clarify the administrative record Neither the appellant nor the Corps
m-iy add new information or analyses to the record However you m-iy provide additional infoimation to clarify
the location of Information that is already in the tdmmistrative record
POINTLOF CONTACT FOR QUESTIONS "OR&INFORMATION t-J
If you have questions regarding this decision
If you only have questions regarding the appe-il process you ma}
and/or the appeal process you may contact
also cont ict
Emily Burton Regull[ory Specialist
Mr Mike Bell Administrative Appeal Review Officer
U S Army Corps of Engineers Wilmington
CESAD ET CO R
District
U S Army Corps of Engineers South Atlantic Division
69 Darlington Ave
60 Forsyth Street Room 9M15
Wilmington NC 28402
Atlanta Georgia 30303 8801
RIGHT OF ENTRY Your signatute below grants the right of entry to Corps of Engineers personnel -ind and
government consultants to conduct investigations of the project site during the course of the appeal process You
will be provided a 15 day notice of any site investigation and will have the oppoitumty to participate In all site
investigations
Date
Telephone number
Signature of ippellant or agent

E PRELIMINARY JURISDICTIONAL DETERMINATION You do not need to respond to the Corps
regaidmg the pielimmary JD The Preliminary JD is not appcilable If you wish you may request an approved
JD (which may be appealed) by contacting the Coips district for further instruction Also you may provide new
information for further consideration by the Coips to reevalu ite the JD
is s€ E l Y h i a u i a� �, tf tit l F 3iir } ;4 a Nr 4 $ 11 F ¢ v I � 7 ' i # �1
SECTION II -REQUEST FOR AP EAL'oi OBJECTIONS'TO AN INITIAL PROFFEREDIPERmmT tk
REASONS FOR APPEAL OR OBJECTIONS (Desciibe your reasons toi appe ilmg the decision or your
objections to an initial proffeied permit in cleai concise statements You m1y attach addition it information to
this foim to clarify wheie youi reasons or objections are addressed in the administrative recoid )
ADDITIONAL INFORMATION The appeal is limited to a review of the ldmmistrative record the Corps
memorandum foi the record of the appeal conference or meeting and any supplemental information that the
review officer has determined is needed to clarify the idministrative iecoid Neither the appellant nor the Corps
may add new information or analyses to the record However you miy piovide additional infoim-ition to clarify
the location of information that is alieady in the idministrative record
POINTt10FCONTACToFOR tQUESTIONS'ORiNFORMATION'
If you have questions regarding this decision
if you only have questions regarding the appe-il process you may
and/or the appeal process you may contact
also contact
Emily Burton Regulatory Specialist
Mr Mike Bell Administrative Appeal Review Officer
U S Army Corps of Engineers Wilmington
CESAD ET CO R
District
U S Army Corps of Engineers South Atlantic Division
69 Darlington Ave
60 Forsyth Street Room 9M15
Wilmington NC 28402
Atlanta Georgia 30303 8801
RIGHT OF ENTRY Your signature below grants the right of entry to Coips of Engineers personnel -ind any
government consultants to conduct investigations of the project site during the course of the appeal process You
will be provided 2 15 d ty notice of 1ny site investigation and will have the oppoitunity to participate in all site
investigations
Date
Telephone number
Signature of ippellant or lgent

J
U S ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id 200401021 County Pender
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Applicant Jimmy Ellington
Address Post Office Box 214
Hampstead NC28443
Telephone [phone]
Agent Kurt Evens
Land Management Group Inc
Post Office Box 2522
Wilmington NC 28402
[phone]
Quad Hampstead
Size and Location of Property (waterbody Highway name/number town etc ) The site is located in headwaters
of Harrison Creek on the west side of Hwy 17 on Pansy Lane north of the intersection of Hwy 210 West and Hwy
17 in Hampstead Pender County North Carolina
Indicate Which of the Following Apply
Based on preliminary information there may be wetlands on the above described property We strongly
suggest you have this property inspected to determine the extent of Department of the Army (DA) junsdiction
To be considered final a junsdictional determination must be venfied by the Corps
X There are wetlands on the above described property subject to the permit requirements of Section 404 of
the Clean Water Act (CVIA)(33 USC § 1344) Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of
this notification
_ We strongly suggest you have the wetlands on your property delineated Due to the size of your property
and/or our present workload the Corps may not be able to accomplish this wetland delineation in a timely
manner For a more timely delineation you may wish to obtain a consultant To be considered final any
delineation must be verified by the Corps
_ The wetlands on your property have been delineated and the delineation has been verified by the Corps
We strongly suggest you have tlus delineation surveyed Upon completion, this survey should be reviewed and
verified by the Corps Onceverified this survey will provide an accurate depiction of all areas subject to CWA
Jurisdiction on your property which provided there is no change in the law or our published regulations may be
relied upon for a period not to exceed five years a
X The wetlands have been delineated and surweyed and are accurately depicted on the plat signed by
the Corps Regulatory Official identified below on August 6, 2004 Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five wears
from the date of this notification
_ There are no waters of the U S to include wetlands present on the above described property which are subject
to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344) Unless there is a change in
the law or our published regulations this determination may be relied upon for a period not to exceed five years
from the date of this notification
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (CAMA) You should contact the Division of Coastal Management in Wdmmeton NC
at [phone] to determine their requirements
Corps Regulatory Official ��
Date August 6, 2004 Expiration Date August 6, 2009
Page 1 of 2

Action Id 200401021
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army
permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311) If you have any
questions regarding this determination and/or the Corps regulatory program, please contact Ldlette Granade at
[phone]
Basis For Determination This site exhibits wetland criteria as described by the 1987 Corps Wetland Delineation
Manual and is part of a broad continuum of wetlands connected to Hamsons Creek, a tributary to the Northeast
Cape Fear River Detemunatron is based on information provided by Kurt Evers of Land Management Group Inc and
a field visit by Lillette Granade on July 7 2004
Corps Regulatory Official (Initial)
FOR OFFICE USE ONLY
A plat or sketch of the property and the wetland data form must be attached to the file copy of this form
A copy of the Notification Of Administrative Appeal Options And Process And Request For Appeal
form must be transmitted with the property owner/agent copy of this form
If the property contains isolated wetlands/waters please indicate in Remarks section and attach the
Isolated Determination Information Sheet to the file copy of this form
Page 2 of 2

r p j Y k
FM
M
Jimmy Ellington File Number 200401021
Date August 6 2004
Applicant
Attached is
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of
A
ermission
PROFFERED PERMIT Standard Permit or Letter ofpermission)
B
PERMIT DENIAL
C
X
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
�SEG�FT©N� "�Pherfallorvlii ��denii&es�ouiinghts"andlopho�is�regardingian�a",d�rus(rafii�e��ap �� oath �a�io e
tix,il{�, t ��/
lnnd la �et�wb��e { l�i
� � t�
�det � �t� ��d� ltti°l n1alf�rnfojiiiiat tE�ij uia�t�b�e fo ht �'�ww�v usceEe�� mil/me�ifimtcti ris�lc�� f
A INITIAL PROFFERED PERMIT You may acceptor object to the permit
ACCEPT If you received a Standard Permit you may sign the perni t document and return it to the district engineer for final
authorization If you received a Letter of Permussion (LOP) you may accept the LOP and your work is authorized Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety and waive all rights to appeal the
permit including its terms and conditions and approved jurisdictional determinations associated with the permit
• OBJECT If you object to the permit (Standard or LOP) because of certain teams and conditions therein you
may request that the permit be modified accordingly You must complete Section II of this form and return
the form to the district engineer Your objections must be received by the district engineer within 60 days of
the date of this notice or you will forfeit your right to appeal the permit in the future Upon receipt of your
letter the district engineer will evaluate your objections and may (a) modify the permit to address all of your
concerns (b) modify the permit to address some of your objections or (c) not modify the permit having
determined that the permit should be issued as previously written After evaluating your objections the
district engineer will send you a proffered permit for your reconsideration as indicated in Section B below
B PROFFERED PERMIT You may accept or appeal the permit
ACCEPT If you received a Standard Pemut you may sign the permit document and return it to the district engineer for final
authorization If you received a Letter of Pemussion (LOP) you may accept the LOP and your work is authorized Your signature
on the Standard Permit or acceptance of the LOP means that you accept the pemut in its entirety and waive all rights to appeal the
perrrut including its terms and conditions and approved jurisdictional determinations associated with the permit
• APPEAL If you choose to decline the proffered permit (Standard or LOP) because of certain terms and
conditions therein you may appeal the declined permit under the Corps of Engineers Administrative Appeal
Process by completing Section II of this form and sending the form to the division engineer This form must
be received by the division engineer within 60 days of the date of this notice
C PERMIT DENIAL You may appeal the denial of a permit under the Corps of Engineers Administrative
Appeal Process by completing Section 11 of this form and sending the form to the division engineer This form
must be received by the division engineer within 60 days of the date of this notice

D APPROVED JURISDICTIONAL DETERMINATION You may accept or appeal the approved JD or
provide new information
ACCEPT You do not need to notify the Corps to accept an approved JD Failure to notify the Corps within 60 days of the date of
this notice means that you accept the approved JD in its entirety and waive all rights to appeal the approved JD
• APPEAL If you disagree with the approved JD you may appeal the approved JD under the Corps of
Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the
division engineer This form must be received by the division engineer within 60 days of the date of this
notice
E PRELIMINARY JURISDICTIONAL DETERMINATION You do not need to respond to the Corps
regarding the preliminary JD The Preliminary JD is not appealable If you wish you may request an approved
JD (which maybe appealed) by contacting the Corps district for further instruction Also you may provide new
information for further consideration by the Corps to reevaluate the JD
15� I ON4
xx nit} i � lfa
�17 1 G Is
� S UNIX
[ 1INO�A)i tl Ql C TIO TjO iAIV F � 1
olr S li jPRO� E I P PEI TI
REASONS FOR APPEAL OR OBJECTIONS (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record )
ADDITIONAL INFORMATION The appeal is limited to a review of the administrative record the Corps
memorandum for the record of the appeal conference or meeting and any supplemental information that the
review officer has determined is needed to clarify the administrative record Neither the appellant nor the Corps
may add new information or analyses to the record However you may provide additional information to clarify
the location of information that is already in the administrative record
O li®k,CON� A@ qIFOR b ES �lONSIO.>ZIlINFORIATTQN Ilk i l �II4�li I�i�`[ili�� I sll° 3iik�il13 1
If you have questions regarding this decision
If you only have questions regarding the appeal process you
and/or the appeal process you may contact
may also contact
Lillette Granade
Mr Arthur Middleton Administrative Appeal Review Officer
U S Army Corps of Engineers Wilmington Dist
CESAD ET CO R
69 Darlington Avenue
U S Army Corps of Engineers South Atlantic Division
Wilmington North Carolina 28402
60 Forsyth Street Room 9M15
Atlanta Georgia 30303 8801
RIGHT OF ENTRY Your signature below grants the tight of entry to Corps of Engineers personnel and any
government consultants to conduct investigations of the project site during the course of the appeal process You
will be provided a 15 day notice of any site investigation and will have the opportunity to participate in all site
investigations
Date
Telephone number
Signature of appellant or agent

Johnson, Kelly
From Johnson Kelly
Sent Thursday July 08 2010 10 38 AM
To mtackett@clarkgroup us
Subject Cypress Grove Townhomes
Michael
We received this application and I went through it this morning I have a few questions for you
1 SHWT I do not see the soil boring data in this submittal? This pond will be deepened from what was previously
permitted The PP is still at 44 00 and the TP is still at 45 67 but the bottom of the pond went from 39 00 to
38 00 in order to accommodate the increase in BUA and DA Since the pond is being deepened it must be
designed per the latest design requirements including determining the SHWT [Under Section 2 (d)(5) of
Session Law 2008 211 which replaced Section 1005 in the stormwater rules minor modifications to a project
are exempt from having to comply with the newer rules A minor modification in the 2008 rules is defined as
one that does not increase the net amount of built upon area or does not increase the overall size of the
previously permitted stormwater controls If a previously permitted pond can accommodate additional BUA
(both in the pond area and volume) without having to be increased in size (i a no enlargement of the surface
area is needed or the pond doesn t have to be deepened) then the pond doesn t have to provide all the new
requirements such as the determination of the SHWT Tweaking the elevations of the orifice and temporary pool
slightly without having to excavate the pond to gain extra area and/or design volume is OK But if you have to
increase the pond surface area via excavation or deepen the pond or if the existing elevations had to be more
than just tweaked a bit then the pond would have to be redesigned per today s standards ] Please submit the
SHWT boring information
2 Designer's Certification Please submit a partial designer's certification for the portions of the site that have
been completed
3 Plans I have not gone through the plans thoroughly but I did not see a note that there were no wetlands
present and I also did not see any delineated Please provide one of these two if you have not already Please
also ensure that the project boundary BUA dimensions grading details etc are included if you have not
already
As you may know we go through each application when it comes in to ensure that we have all of the necessary
paperwork If something is missing such as the SHWT boring info or the designer certification we ask that that be
submitted by COB the next day so that we can log it in to the system and it can be assigned to a review engineer If the
information will take longer to compile then we return the application Please forward this information by COB
tomorrow (Via email is fine )
Thanks
Kelly
*** My email has changed to kelly a iohnson@ncdenr gov
K.6LW0hws0w
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
227 Cardinal Drive Extension
Wilmington NC 28405 3845

Office 910 796 7345
Fax [phone]
E mad correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties

The
Clar
oup
POST OFFICE
B X1
POST OFFICE BOX 10136
WILMINGTON NC 28404 0136
r
LETTER OF' RANSNUTTAL
[Co]
Al L �L-N r J
wjm
n
n e o w OT %/c
/Z I �r sr h
W, Ivn wIOr1 /t!L Z g S
WE ARE SENDING YOU X ATTACHED_
SHIPPED VIA THE FOLLOWING
DATE G Z v
PROJECT NOD96oe
ATTENTION AnA
1r �
RE
Pec'" 4-Modcakoh Z-
SW oY�ZZG
UNDER SEPARATE COVER OTHER (SPECIFY)
NO COPIES
DATE
DESCRIPTION
Z
Piz S%!o
Plops A( rtss S4 ors
Z
21 110
ticn, 6---
P-r-k4f.-
Pe C rn k ApeI G
THESE ITEMS ARE TRANSMITTED AS CHECKED BELOW
FOR APPROVAL _ FOR YOUR USE _ AS REQUESTED _ FOR REVIEW/COMMENT

CYPRESS STATION
(CYPRESS GROVE TOWNHOMES)
STORM WATER
MODIFICATION
For SW8 070226
NARRATIVE
RECEIVED
JUN 2 9 2010
BY

Cypress Station is a mixed use High Density Development consisting of
Townhomes and Commercial properties Cypress Station is a new addition to Cypress
Grove Townhomes Development The purpose of this modification to NCDWQ permit
No SW8 070226 is to revise the Wet Detention Basin Pond B and add three
commercial outparcel lots to Pond B s drainage area No other modifications or changes
to the site or existing plans for Cypress Grove Townhomes will take place All previous
storm water sedimentation & erosion control and grading plans will remain as approved
with the exception of the modifications to Pond B
CYPRESS STATION
LIST OF LOTS AND PROPOSED BUA
LOT # LOT SIZE ALLOWABLE BUA
(AC / SF) (SF)
195 / 85 136 61 870
1 42 / 61 768 49 417
1 23 / 53 472 38 014
CYPRESS GROVE TOWNHOMES
PREVIOUSLY APPROVED BUA
LOT 4 LOT SIZE ALLOWABLE BUA
(AC / SF) (SF)
600 / 261 261 128 808
(Lot size and BUA per SW8 070266 for Ponds A & B)
2

CYPRESS STATION A��
w NC NORTH
CLARK PROJECT NO 09608
A Oct.
• `-� PROJECT SITE d ••
ampsteae
�- ,�W�`-�llL-_-/\/ / ` ff 1 f f i ♦ Imo(
i ^ �
"FOR ILLUSTRATIVE D
PURPOSES ONLY
THIS MAP IS NOT A CERTIFIED
SURVEY AND HAS NOT BEEN
REVIEWED BY A LOCAL t
GOVERNMENTAGENCYFOR • `
COMPLIANCE WITH ANY APPLICABLE ,
LAND DEVELOPMENT REGULATIONS • :.
• • r
HAMPSTEAD QUADRANGLE EXHIBIT MAP
\V THE CLARK NORTH CAROLINA PENDER COUNTY
GROUP 7 5 MINUTE SERIES (TOPOGRAPHIC) 1997 DRAWNBY DATE
W R D 1 6/8/10

WET DETENTION BASIN DATA SHEET
DE51GN CALCULATIONS FOR POND B
DRAINAGE AREA (Ad) =
IMPERVIOUS AREA (A1)
33G 241 5Q PT
BUILDINGS
31 110
SQ
PT
ROADS
33 G72
5Q
IT
51DEWALKS
1 792
5Q
IT
PARKING
9 845
SQ
FT
FUTURE (RESERVE)
131 927
5Q
FT
TOTAL
208 34G
5Q
FT
PERCENT IMPERVIOUS (1)
I = AI/Ad = G 19G%
CALCULATE AVERAGE DEPTH (Davg)
DATE
G/2/ 10
PROJECT NO
9GO8
DESIGNED BY
MLT
SEE AVERAGE DEPTH CALCULATION SPREADSHEET FOR POND B
CALCULATE REQUIRED SURFACE AREA AT PERMANENT POOL
�`�\, \A1CAR0///
6 OREss/0y�y��
��
EA
CT 7
GINO;
W
cN CAo
WTIK��
v L 4556 p:7
9p03URV��a11
F�LEE I PF
11111
POND B 5HALL HAVE AN AVERAGE DEPTH OF 5 00 AND BE DESIGNED TO REMOVE 90% T55
INTERPOLATION Of TABLE 10 4 IN NCDENR STORMWATER BMP MANUAL
IMP
AVERAGE DEPTH (PT)
45
500
55
GO
450
430
390
GI 9G
494
444
402
70
5 50
500
4 50
5A/DA= 4 44%
5AREQ = 14 920 SP =
034 AC
SURFACE AREA PROVIDED AT PERMANENT POOL (ELEV 44 00) = 15 30G 5P
SA PROV D= 15 30C > 14 920 =SA REQ D OK
POND #B
DATA 5HEET
PAGE I OF 4
POND CALC CYPRE55 5TATION REV OGO410 1

MINIMUM REQUIRED VOLUME (SIMPLE METHOD BY TOM 5CHUELER)
Rv=O 05+0 009 (1)
Rv= 0 G07G7
VOLUME= 1 5 Rv Ad = 0 58G327G AC FT
25 540 FT^3
VOLUME PROVIDED AT TEMPORARY POOL
INCREM
TOTAL
EL.
5A (5F)
VOL, (CF)
VOL (CF)
44
15 30G
0
0
445
18 184
8 373
8 373
45
19 080
9 3 I G
17 G59
45 G7
20 302
13 193
30 881
4G
20 913
G 800
37 G82
MINIMUM TEMP POOL ELEVATION (FROM SIMPLE METHOD VOLUME)
REQ D EL = 4540
VOL REQ D = 25 540 CF
TEMP POOL ELEVATION
OUTLET EL = 45 G7
VOL PROV D = 30 881 CF
NOTE SINCE THE ELEVATION OF THE NEXT AVAILABLE OUTLET ABOVE THE NORMAL
POOL 15 GREATER THAN THE MINIMUM TEMP POOL ELEVATION THE OUTLET
ELEVATION 15 THE TEMPORARY POOL ELEVATION
VOL PROVD= 30881 > 25 540 =VOL REQD OK
POND #15
DATA SHEET
PAGE 2 OF 4
POND CALC CYPRE55 5TATION REV 00041 0 15

FOREBAY SIZING
PERMANENT POOL VOLUME
EL.
39
G 14G
40
7 4G4
41
8 847
42
10 255
43
1 1 809
43 5
12 590
44
15 30G
445
18 184
45
19 080
45 G7
20 302
4G
20913
47
22 803
REQD VOLUME = 20%TOTAL =
CHECK POREBAY VOLUME
(3 1 CONTOURS)
INCREM TOTAL
0
0
G 805
G 605
8 I5G
149G1
9 57 1
24 532
1 1 052
35 584
G 100
41 C83
G 974
48 G57
8 373
57 030
9 3 1 G
GG 34G
13 193
79 539
G 800
8G 339
21 858
108 107
9 73 1 CP
(2 1 CONTOURS)
INCREM
TOTAL
EL,
SA (5E)
VOL, (CE)
Vim_(
39
0
0
0
40
0
0
0
41
2 390
0
0
42
3 27G
2 833
2 833
43
3 808
3 542
G 375
44
4 372
4 090
10 4G5
45
4 9G8
4 G70
15 135
45 G7
5 595
3 539
18 G74
4G
G 254
1 955
20 C29
47
G 943
G 599
27 227
48
7 GG3
7 303
34 530
PROV D VOLUME = 10 4G5 CF (3 DEEP FOREBAY)
4-- (SA PEQT MET1)
VOL PROV D= 1 0 4G5 9 73 1 =VOL REQD OK
POND #B
DATA 5HEET
PAGE 3 OF 4
POND CALC CYPRESS STATION REV 00041 O X15

ORIFICE 51ZING REQD DRAWDOWN TIME = 2 5 DAYS
NOTE ORIFICE SIZED TO DRAWDOWN THE TEMPORARY POOL IN 2 5 DAY5
Q2= 0 14750 CF5 (FOR 2 DAY DRAWDOWN)
Q5= 0 059 12 CF5 (FOR 5 DAY DRAWDOWN)
ORIFICE EL = 44 00 (PERM POOL EL )
TEMP POOL EL = 45 G7 (OUTLET EL)
ORIFICE DIAMETER = 200 IN
Q PROV D= Cd A (2gh) ^ 112
Q PROV D= 007838
WHERE Cd= 0 G
A= 0 02182 5F
g= 322 FPS/5
h= (TEMP POOL NORMAL POOL)/3
= 0 55GG7
Q2> 0 07838 >Q5 OK
DRAWDOWN TIME
TIME = VOLUM =
Q PROV D
377 DAYS
POND #B
DATA SHEET
PAGE 4 OF 4
POND CALC CYPRE55 5TATION REV 000410 15

GROUPTHE CLARK
5000 Blue Clay Road DRAINAGE COMPUTATIONS FOR CYPRESS STATION SUBMITTED BY
Castle Hayne North Carolina ly
www ...
..-
maa®gym®m���®�
•
mmmm
maa��mmm���®��mmmm®
mmm��mm����m��mmmm■�■

AVERAGE DEPTH CALCULATION
DESIGN CALCULATIONS FOR POND B
Option # I
DEPTH
(FT)
SURFACE AREA
AT DEPTH
(5F)
INC VOL
AT DEPTH
(CF)
TOTALVOL
AT DEPTH
(CF)
Option #I
(FT)
00
15 3OG
0
0
000
05
12 590
G 974
G 974
0 4C
1 0
1 1 809
G 100
13074
085
1 5
1 1 044
5 713
18 787
123
20
10 295
5 335
24 122
158
25
9 5G3
4 9G5
29 08G
190
30
8 547
4 G03
33 G59
220
3 5
8 147
4 249
37 937
246
40
7 4G4
3 903
41 840
273
45
G 797
3 5G5
45 405
297
50
G 14G
3 23G
48 G41
3 18
55
5512
2915
51 55G
337
GO
G5
70
75
80
85
Depth of 0 0 ft = perm Pool elev Of 44 00
Depth of 5 0 ft = Bottom Pond elev Of 39 00
POND CALC CYPPE55 5TATION REV 060410 1
DATE
8/ 1 0/ 1 O
PROJECT NO
9GO8
DE51GNED BY
MLT
Option #2
Abut h If =
12590
51'
A , =
15 30G
SF
Ab t d =
G 1 4G
5F
Depth =
50
FT
D =
4 18
FT
AUG 302010
POND #B
AVG DEPTH
PAGE I OF I

SOSID 1087445
Date Filed 3/9/2009 2 30 00 PM
Elaine F Marshall
ARTICLES OF ORGANIZATION North Carolma Secretary of State
OF C200906800526
CYPRESS COEX LLC
Pursuant to 57C 2 20 of the General Statutes of North Carolina the undersigned Organizer herebv submits
these Articles of Organization for the purpose of forming a limited liability company
I The name of the limited lability company is CYPRESS COEX LLC
2 If the limited lability company is to dissolve by a specific date the latest date on which the limited
liability company is to dissolve is (Ifno datefor dissolution is specified there shall be no limit on the duration ofthe
limited liability company)
3 The name and address of each person executing these articles of organization is as follows (State
whether each person is executing these articles of organization in the capacity of a member organi er or both)
James B Snow III Organizer
101 South Third Street
Wilmington North Carolina 28401
4 The street address and county of the initial registered office of the limited liability company is 7036
Wrightsville Avenue Suite 101 Wilmington North Carolina 28403 located in New Hanover County North
Carolina
5 The mailing if different from the street of the initial registered office is
6 The name of the initial registered agent is J Wnght Holman Ill LJUN
7 Pnncipal office information (Select either a orb) Xq2010a ®The hmned lability company has a pnncipal officeThe street address and county of the principal office of the hmned liability company
Number and Street 7036 Wrightsville Avenue, Suite 101
City State Zip Code Wilmington, NC, 28403 County New Hanover
The mailing address tf different from the street address of the principal office of the limited liability company is
b ❑ The limited liability company does not have a principal office
8 Check one of the following
Member managed LLC all of the members by virtue of their status as members shall be managers
of this limited liability company
X Manager managed LLC except as provided by NCGS §57C3 20(a) the members of this limited
liability company shall not be managers by virtue of their status as members
9 These articles will be effective upon filing
/ice n
This the b day of �Ux^ Z
S UBSIMEII EI J mmyW ym1R\Cypm C LLC OpAgm M Mvug dW thA i s (

1111111111111111111111111111111111111r Fms8 Pop' 3 �aoea
PIN # 3;aa-gB-SY5q
Tr )9-(o'o9 INT -
Prepared by & returned to
MCGUIREWOODB LLP(DEH)
300 Nart dStreet, rte 400
mgum North Carolina I
Revenue Stamps —
r 3262 98 6489 0000
STATE OF NORTH CAROLINA
GENERAL WARRANTY DEED
COUNTY OF PENDER
THIS GENERAL WARRANTY DEED (this Deed ) made and entered into this I st day of
August 2009 by and between Buckeye Capital LLC a Connecticut limited liability company (the
Grantor ) and Cypress Coex LLC a North Carol na I in ted habil ty company (the Grantee ) whose
address s 7036 Wrightsville Ave.. c„its 101 Wilmington NC 28403
WITNESSETH
THAT the Grantor for and in cons deration of the sum of Ten Dollars (S 10 00) and other good
and aluable co s d anon the receipt and suffieie y f whi h h reby ack owledged does grant
bargain sell and convey unto the G antee in fee simple all of that certain property situated in Topsa I
Township Pender County North Carol na and more pamcularly described as follows
Se Exhibit A attached hereto and incorporated herein by reference as if fully set
forth
TO HAVE AND TO HOLD the aforesa d p op rty together w th all easeme is t in t
pr vtleges a d ppurt ances the eunto belonging to the Grantee in fee simple fore e
And the Grantor covenants with the Grantee that Granto s s zed of the said premises in fee
simple and has the right to convey the same n fee s mple that t tic to the same is marketable and free
from encumbrances except those set forth below a d that the Gra to w II warrant and defend the title
aga nst the cla ms of all persons whatsoe er except for the exceptions h re aft r stat d
�lJk gkt cote" -,,
3
RECEIVED
JUN 2 9 M0
BY

iiiiiiiuiiiiiiiiiiiii�igiiiir3665 P0260o z3 paooa
Title to the property here nabove described is subject to the following exceptions
1 2009 ad valorem taxes
2 Easeme is restnctions and rights -of way of record
3 Applicable ord nances statutes regulations and other laws and
4 Matters which would be rev led by a cuff t and accurate survey
IN WITNESS WHEREOF the Grantor has duly executed th s Deed all as of the day and year
first above written
Buckeye Capital LLC (SEAL)
By ZC� �(Seal)
Name M ullry }�
T tic Ma ag
By %�(Se 1)
N an Da CS Su van
Title Manage
STATE OF NORTH CLAROLINNA�
COUNTY OF�✓� �
1 v a Notary Public do hereby certify that
Mark D Sulli an d Dan el J Sull an p rsonally appeared before me this day and acknowledged that
they are Managers of Buckeye Capital LLC a Connecticut limited I ab I ty company and that by
authorityduly g en and as the act of the company the foregoing instrument was signed and sealed in its
name by them as is Ma age s
WITNESS my hand and notarial seal th s 30 day of 2009
Notary bl c�
PrintarTypeName L[7m
SQ p''Tl
Al Seery :P My Commisson Expires
\9r090r4i

IIIIIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIII, 83665 P0261P =3,�maeo
Exhibit A
Lying and being in Topsail Township Pender County North Carolina and more particularly
described as follows
Being that Tract of land containing 4 5994 Acres as the same is shown on a map entitled
Survey of Property for Jerry Sullivan recorded in Map Book 48 at page 065 slide 650 of the
Pender County Registry reference to which said map is hereby made for a more particular
description
t97 N0741

t ee
III IIIIIIIIII IIIIIIIIIIII IIIIIIIII III e366� P0255Pa mail aaa
Vend C unty NC R 91 t f e d V O I f 4
3049-Be-13sa— gaga qg rdk Oem
�Iv 3?ea ss- visa,
P epmed by & returned to
MCGuiREWOODS LLP(DEH)
300 North Third Street Suite 400
wdmm o t_Ca as 28401
Revenue Stamps-$ v
Tax Parcel Number Tract 1 3282 88 7389 0000 & 3282 884226 0000
Tract 2 3282 98 4294 0000
STATE OF NORTH CAROLINA
GENERAL WARRANTY DEED
COUNTY OF PENDER
THIS GENERAL WARRANTY DEED (this Deed ) made and ente ed nto this I st day of
August 2009 by and between Cyp ess Grove Townhomes LLC North Carolina limited I b i ty
company (the Grantor ) and Cypress Coex LLC a North Carolm 1 in t d I ability comp y (the
Grantee ) whose ddress is 7036 HrIgbitsizille Aye - cnl ee 101 Wilming[ n NC 28403
WITNESSETH
THAT the Grantor for and in consideration of the sum of Te Dollars ($10 00) nd other good
and valuable consideratio the receipt and sufficiency of wh ch are hereby cknowledged does g in
bargain sell and convey unto the Grantee in fee simple all of that certain property situ ted Topsail
Township Pende County North Ca of na and more part c larly described as follows
Se E h b t A attach d hereto a d e co In ated here by Terence a f f Ily s t
forth
TO HAVE AND TO HOLD the afo esa d property together with II aseme is tenem nts
privileges and app rienanc s thereunto belonging to the Grantee n fee s mple to eve
A d the G antor cc e a is w th the Gra to that Grantor s seized of the sa it p emises in fe
s mple and has the right to onv y the same in fe s mpl that title to the same is marketable and free
✓WR+,Y tolef)
JUN 2 9 2010

d�ty NC R gi t,3665 P0256Pf°.,t°oo
from encumbrances except those set forth below and that the Grantor will warrant and defend the title
against the claims of all persons whatsoever except for the a cept ons hereinafter stated
Title to the property heremabove described is subject to the following exceptions
2009 ad valo em taxes
2 Easements restr coons and rights of way of re o d
3 Appl cable ordinances statutes egulauons and other laws and
4 Matters which would be revealed by a current and accurate survey
5 The ben of a Deed of Trust from Cypress Gro a Townhomes LLC to Frederick Wdletts
III Trustee and Cooperative Bank recorded September 26 2007 in Book 3324 Page 159
of the Pender Co my Registry the terms of wh ch are hereby assumed by the Grantee
6 An Assignment of Leases and Rents from Cypress Grove Townhomes LLC to
Cooperative Bank recorded in Book 3324 Page 171 in the Pender County Registry
IN WITNESS WHEREOF the Grantor has duly executed this Deed all as of the day and year
first above written
Cypress G ove Townhomes LLC (SEAL)
By Keys & Holman Family Pr ies C ember Manager (Seal)
By ea
N e J Wright
rtle Manager
By Buckeye Properties LLC Member Manager (Seal)
By Gat,,,g— — \ 7, Z (Seal)
Name Daniel J Sul[ van
Title Me ager�
W7088% I Rev seE F..T with m.TO .

IIIIIIIIIIIIIIIIIIIILIII1IIIIIIIIIIII 13665 PM7P � 9ooa
P d C.t, yl t f o d P W a f
Exhibit A
Lying and being in Topsail Township Pender County North Carolina and more particularly
described as follows
TRACT 1 (Tax Parcels 3282 88 7389 0000 & 3282 88 4226 0000)
BEING all of Tract 2 contacting 10 00 Acres and shown on a Recombination plat for owners
Jimmy W Ellington Jr and James W & Geraldine D Nelson Jr by Talbot Land Surveying
P C recorded in Map Book 42 Page 67 of the Pender County Registry reference to which plat
is hereby made for a more complete description
TRACT 2 (Tax Parcel 3282 98 4294 0000)
BEING all of Lot Nos Twenty Three (23) Twenty Four (24) Twenty Five (25) Twenty Six
(26) of the A B Crumpler Property in the Town of Hampstead as shown by plat recorded in the
office of the Register of Deeds for Pender County in Book 72 at Page 491 and being part of the
property conveyed to the Board of Education by a Deed dated March 26 1912 recorded in Book
84 at Page 270 in the records of Pender County
W7088901 R dne dF omT M. ToCoe

III I IIIIIIIIIIIIIIIIIII11IIIIIIIIIIII 8356; P6258 °a ea ssamma
F iW C only Nc 91 ! ( a d P o IPf 1!!
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I Elizabeth B Lamkm a Notary Public do hereby certify that 1 Wright Holman and J
Daniel Sullivan personally appeared before me this day and acknowledged that they are
Managers of Cypress Grove Townhomes LLC a North Carolina limited liability company and
that by authority duly given and as the act of the company the foregoing instrument was signed
and sealed in its time by them as its Managers
WITNESS my hand and notarial seal this the 30 day of July 2009
414 i/, a /J / ;e C7
Notaryryblic '
Print o ype Name Elizabeth B Lamkin
My Commission Expires

SOSID 1087445
Date Filed 3/9/2009 2 30 00 PM
Elaine F Marshall
ARTICLES OF ORGANIZATION North Carolina Secretary of State
OF C200906800526
CYPRESS COEX LLC
Pursuant to 57C 2 20 of the General Statutes of North Carolina the undersigned Organizer hereby submits
these Articles of Organization for the purpose of forming a limited Lability company
I The name of the limited liability company is CYPRESS COEX LLC
2 If the limited liability company is to dissolve by a specific date the latest date on which the limited
liability company is to dissolve is (lfno date for dissolution is specified there shall be no limn on the duration of the
limited liability company)
3 The name and address of each person executing these articles of organization is as follows (State
whether each person is executing these articles of organization in the capacity of a member organi er or both)
James B Snow III Organizer
101 South Third Street
Wilmington North Carolina 28401
4 The street address and county of the initial registered office of the limited liability company is 7036
Wrightsville Avenue Suite 101 Wilmington North Carolina 28403 located in New Hanover County North
Carolina
5 The mailing if different from the street of the initial registered office is
6 The name of the initial registered agent is 1 Wright Holman 111
=A.:,.
7 Principal office information (Select either a or b)
a ® The limited liability company has a principal office The street address and county of the principal office of the limited liability company is
Number and Street 7036 Wnehtsville Avenue, Suite 101
City State Zip Code Wilmmeton, NC, 28403 County New Hanover
The mailing address If different from the street address of the principal office of the limited liability company is
b ❑ The limited liability company does not have a principal office
8 Check one of the following
Member managed LLC all of the members by virtue of their status as members shall be managers
of this limited liability company
X Manager managed LLC except as provided by NCGS §57C3 20(a) the members of this limited
liability company shall not be managers by virtue of their status as members
9 These articles will be effective upon filing
o This the !—� y of / / t�� cz
S VBSIII CII g 1 mmyW y 1R\Cyp C LLC OpAgm Ma Manage W hA I e (

LIMITED LIABILITY COMPANY
o ANNUAL REPORT
NAMF Oh LIMI lED I [ABILITY COMPANY CYPRESSCOEX LLC
SECRETARY OI S f A rE L I C ID NUMBER 1087445
NAIUREOFBUSINFSS RealFstate
REGIS rERED AGI N F Holman J Wright III
F Filed Annual Report
1-09071539
For year 2009
Do not data enter manually
STA1 F OF INCORPORATION NC
REGIS rERED OFFICE MAILING ADDRESS 7036 Wrightsville Avenue Suite 101
Wilmington NC 28403
REGISTFRI, DOFI ICI SIREEI ADDRESS 7036 Wrightsville Avenue Suite 101
Wilmington NC 28403 New Hanover County
PRINCIPAI OFFICE rEf EPHONh NUMBER 910 256 4209
PRINCIPAL OI FICE MAILING ADDRESS
PRINCIPAI OFFICE STREET ADDRESS
MANAGERS/WMBERS/ORGANI/ERS
7036 Wrightsville Avenue Suite 101
Wilmington NC 28403
7036 Wrightsville Avenue Suite 101
Wibmington NC 28403
None Cypress Grove Townhomes LLC Name Roundhouse Properties ILC Name buckeye Capital LIC
Title Member Title Member I itle Member
Address Address Address
7036 Wrightsville Ave Suite 101 14921 USHwy 17 4 Spruce Meadow Court
Wilmington NC 28403 Honpstead NC 28443 Wilton C7 06897
CERTIFICATION OF ANNUAL RFPOR7 MUST BE COMPLETED BY ALL LIMI IED LIABff ITY COMPANIES
Cypres Grove 1 wnh m s LI C
FORM MUS 1 BE SIGNED 13Y A MANAGLR/MEMBLR
J Wright Holman III
TYPE OR PRINT NAMF
ANNUAL REPORT FEF $200 MAIL TO S c tart' f Stat C rpomt as Ih
05/26/2010
DATE
Member
TYPF OR PRINT I IrLE
P st OfFc Bo 29525 R I gk NC 27626-0525

8K3552FG060
" 9I_FD
08 DEC 5 Aft 10 10
FAYETEACHEY PREVATTE
crlSirR OF DEEDS
PIN 0 3aSa-98-3Y88 o0 INWR COUNTY 4C
�_INTu
Excise Tax $0 00
Parcel Identi ica ion Number
STATE OF NORTH CAROLINA
COUNTY OF PENDER
NON WARRANTY DEED
This Non Warranty Deed is made and entered into this the 17 h day of November 2008
by and between L C Ellington and wife Debra S Ellington (hereinafter referred to as Grantor )
and Roundhouse Properties LLC a North Carolina limited liability company (hereinafter
referred to as Grantee )
WITNESSETH
WHEREAS Grantee has requested that Grantor convey all of their right title and interest
in the real property as hereinafter described and
WHEREAS Grantors do hereby consent to conveying all their right title and interest in
the real property as hereinafter described to Grantee
NOW THEREFORE Grantor for valuable consideration paid by Grantee the receipt of
which is hereby acknowledged has and by these presents doe grant bargain sell and convey
unto the Grantee in fee simple all that certain lot or parcel of land situated in Topsail Township
Pender County North Carolina and being more fully described as follows
Beginning at the easternmost comer of the property acquired by Veri e F Wells by deed
recorded in Deed Book 211 at Page 311 of the Pender County Registry being the same property
acquired by Ada Jane Hines and Gail Bowden Hines by deed recorded in Deed Book 144 at
Page 94 of the Pender County Registry said comer also being the northwestern line of the
former right of way of CSX Railroad (also known as the Wilmington and New Bern Railroad)
said point also being the southernmost comer of the L E Howard Tract D as shown on map
recorded in Map Book 17 at Page 62 of the Pender County Registry running thence from the
point of BEGINNING with the extension of the northeastern line of Tract 2 described in a deed
recorded in Deed Book 1144 at Page 47 of the Pender County Registry South 39 / degrees East
4
L'

.y
BK3552FG06I
(or South 41 degrees 20 minutes 27 seconds East as shown on a plat recorded in Map Book 42 a
Page 67 of the Pander County Registry using N C Grid [NAD 831 bearings) 125 feet, more or
less to a point in the southeastern line of the aforesaid abandoned railroad right of way also
being the northwestern line of Railroad Street, also known as Pansy Lane (24 foot public right
of way) running thence with the southeastern line of the aforesaid abandoned railroad right of
way and with the northwestern line of Railroad Street, also known as Pansy Lane 50 / degrees
West (or South 48 degrees 38 minutes 07 seconds West as shown on said plat) 417 40 feet more
or less to a point lying at the intersection of said right of way lines and the extension of the
southwestern line of property acquired by Vemre F Wells by deed recorded in Deed Book 211
at Page 311 of the Fender County Registry running thence North 39 / degrees West (or North
41 degrees 20 minutes 27 seconds West as shown on plat recorded in Map Book 42 at Page 67
of the Fender County Registry using N C Grid [NAD 831 bearings) to the southernmost comer
of the property acquired by Venire F Wells by deed recorded in Deed Book 211 at Page 311 of
the Pender County Registry said comer also being in the northwestern line of the former right
of way of said railroad running thence with the southeastern line of Tract 2 described in the
deed recorded in Deed Book 1144 at Page 47 of the Pender County Registry and also with the
northwestern line of said abandoned railroad right of way North 50 / degrees East (or North 48
degrees 38 minutes 07 seconds East as shown on said plat) 417 40 feet more or less to the point
of BEGINNING same being 120 acres more or less
TO HAVE AND TO HOLD the aforesaid tract of real property and all privileges and
appurtenances thereto belonging to the Grantee in fee simple
The Grantor makes no warranty express or implied as to title to the above described
tract of real property
IN WITNESS WHEREOF the Grantonhave caused this instrument to be duly executed
and delivered on the day and year first above written

aaiolduea uo°av aeaeautgy ICpmgioddp lenba ad • S IZL 96L (0I6) • gMZ DM
A
170OZ OS£ 016 xva
9££L 96L auogd
i �j or moll
(zanoa laze) sa8ad ON
'Us3aaa2s ubulawl aaa
is XHS HIA03 XV3 i
aowo lsuolUd oo38mulj!&l
sawaosag Iuja3sH Pas 3uamaomAua;o 3aouwudaq
sugowsj 9momjo 33s3S
aAUG IBUIPMO LZI
00
Z p *'uG
anpiad s AVO 6)Ja409F
8 S30dd S8£ 2 HMI �
IN NO X1 XU 8 1861Z 9Lun96 Wd bb 60 a-,L00
d0 dW RON 3dAl S39dd Mi X1 NIA1303N INVIS 32a �
ON3S
POH
WV Lb 60 Ini 60H-Ld-100
180d
10 d
096 016
38 NOI, MNval
NN30ON 803

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Beverly Eaves Perdue Governor FAX COVER SHEET
Date /771,!�7
To
Co 61
Fax
Re
Dee Freeman Secretary
No Pages (excl cover)_
From Jo Casmer
Phone [phone]
Fax [phone]
.01
e5--�0.oy ov, /05 - �j des �� a/
127 Cardmal Dnve Extension Wilmington NC 28405 [phone] An Equal Opportunity Affirmative Action Employer

EXISTING
OUTLET —�
STRUCTURE
0' 80, 160'
' • ' 484 WETLANDS '
-
l PANSY LANE
—�� -- -- -- -- 7---7
N N
Smith Lea (Eta/) NSF, I 11 Roundhouse Properties, LL�
\ Cypress CoOx, LLC D.B. 2887, PG: 058
D.B. ]047, PGA 318 (�! D.B. 3665, PG: 255
/ I i
� I I
J
\ UI
\ 1
00
V
- HOWARD AVE.
Nh I I / N/F Jeremiah
Reeves I I 'cbo^ P �rties DCE Holdings, LLC Roundhouse `o
D.B. 2752, PG: 36 Topsoil D.B. 3546 PG: 271 P^�Peft1BS ON
D.B. 1051, PG: 297 LLC
D.B. 263,C ' s
PG: 272
I I
'
240'
r5
I /
I
I /
/
/
N/F /
Jerry Bums Smith
D.B. 717, PG: 272 /
/
N/F
D.B. 121, PG: 453
/ N/F
Jerry Bums
— Smith-(Eta1
D.B. W PC;
US tiwy 17 PUB�O R/W lVnR1RS)
F�
i
/
/
/
/
/
Joseph E
D.B. 312,
LC.W.W
VICINITY MAP
NOT TO SCALE
i
ry l „n
bpi
j
V
I � �
N/F
Fred R.K. Albrelght (£tal)
D.B. 1793, PG: 36
/
W w
aIr
ISM Z 0Z
zw R 0 1;
OC'3XZ
2 Z
REVISIONS: O 51
2. REVISED 8/11/10 PER COMMENTS w 0)
FROM DWO July 27, 2010. Z j a
1. REVISED JULY 8, 2010—ADDED ' U
WETLANDS h SHWT BORE LOCATION
v�
�
o
o
�..
) op N
co
��
0
1RN CHIEF.•
M.TACKETT
PAWN BY: AATACKETT/W!DOYLE
iECKED BY:
M.TACKETT
17E: February 1, 2010
l /O1
09608_007
PAWING: 09ti0& 007_ STORM PLMdwg
4a7.-
SWM2
OF 10

lu
N/F
Smith Leo (Etol)
D.B. 1047, PG., 318
74
72
70
68
66
64
62,
60
.0
58
a
0
F
56
0
ID
m
o
54
wn.
r
a
52,
oo
/\
/
of
0,w
/
z'
/
-
/
N/F
Cypress Coex, LLC
D.B. 3665, PG. 255
I'
PANSY LANE
Roundhouse Pi
D.B. 2887.
I
I
I
N/F N/F
Cemetery Jerry Bums
D.B. 121, PG: 453 D.S.
(Eta
.B. 6B4, PG: 164
443
0 0.60%
0
44,
42
40
38
36
DATUM ELiTY
35.00
Joseph Bgan Lea
D.B. 312, PG. 368
REVISIONS:
2. REVISED 8/11/10 PER COMMENTS
FROM DWQ July 27, 2010.
1. REVISED JULY 8, 2010—ADDED
WETLANDS & SHWT BORE LOCATION
FSSS16 -
?.moo
.4 SEAL r:
r L-4556 z'
N/F
Terry Roy Colton (EtaO —
D.B. 543, PG: 5
b
1
�? Scale: 1'=40' HORZ.
Q / Scale: 1 '=4' VERT.
/
rk 4W. 0.
p�m
N/F
Fred R.K. Albreight (Etol)
D.B. 1793, PG. 36
w w
a w
z_
z 19 N o
gW£�o,
oc�xz
x z
3�0�
w 55 a ¢ 6
z e
Q0 0'
m
to
0
N
a
ao
uj
W)
<
to
N
N
N
to
a
N
Q
to
to
�0p
vi
to
tG
0
ui
in
Ln
o
N
n
U
a)
0
n
h
0
In
n
9)
n
In
0
In
fop
to
o
0
v)
in
m
N
a
N
w
N
to
t I
to
t 1
to
tf
n
in
0
tf
m
in
in
o
a
n
n
tIn
80.
W
v
�—
O
V) DO N
N d-
v
Z N
Q)
_
4
Q�
0
PARTY CHIEF.,
M.TACKETT
DRAWN BY: M.TACKEI7/W.DOYLE
CHECKED BY:
M.TACKETT
DATE- February 1, 2010
PROJECT No.:
09608_007
DRAWING. 09606-007— STORM PLAN.dwg
SHEET.•
SWM3 OF 10
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00
1

74
74
72
j
72
70
•n
-
_._70
tLo
t000' z:)
am»>
68 _.
FrZZZ
--
__
se
I
p
cl�
tOp
so
-.
+A
tap
Wipe _.
03a;
t
D
01Z0
i>
64
go
nmgo 00
<m>>
mZ
84
�»
RZZ
62
52
60 ....
._
_. :—_
:_ —
-
60
PR P S D
GRADE56 ----
-
58
EXISTING GROUN
---
1
56
48.88'
O 1.00x
3
52
- O.115%
OF 1 B"
RCP
52
�'
18•.RCP50
50
m
23.50'
O
M
01.25$
!
o
48 ..
- __OF
18" RCP
I
to
48
l>
46 148
44
42 --.
-__:
42
40 _.
- __—
40
38
•
i JB
D.2R=V
0+00 0+50 1+00
p
Scale.' 1=40' HORZ.
Scale: 1 *-4' VERT.
0' 40' 80,
6-W
TAPPIN
SLEEVE
6' WV
- p
I S
-
.-
a
j
62
a
a
_
z+
at
C%I
I
60
Wo
�-
O
WOD
(41)
,..
E AD
5
i —
'—
'.
rn
PRO
�-� � � ,.
� - -
-.\
/ — ✓ _
GROUND
-
-
` —
54 -
---
..
.---_
6'WA TER LINE
sz
do
-. -I
_.
amfn
ui
-
-
i
m
N'
O
+-
+
____
-
tD
N
•
+
a}}
!
�
_
to a
sumr oar L
�
*aaa
I
I
0+00 0+50 1+00 - 1+50 2+00 2+50 3+00 3+50 4+00
REVISIONS:
2. REVISED 8/11/10 PER COMMENTS
FROM DWO July 27, 2010.
1. REVISED JULY 8, 2010-ADDED
WETLANDS do SHWT BORE LOCATION
mnw
to
J.
i
Ww
a w
Z� 9 N N o
j W N U
0(7xz
z Co
w a:¢ s
z
QO �a
C A'RO�i'%
\�oQ•• •,��SSIp • . 9�,
o SEAL =
9 L-4556�0.`'
�)fo
1;
U
01
I
U
W
W
ZCl-
Q
ZZ
CLCL
-
0
--Ij
�•.
O
N
O
°'
v�zN
CL
vN
M.TACKEFF
DRAWN BY: M.TACKEFF/W.DOYLE
CHECKED BY. M.TACKEFF
DATE February 1, 2010
PMECT No.: 09608_007
DRAWING: 09608_007_ STORM P(AN.ewg
SWM4 OF 10

3:1 SIDE SLOPE
TO TOP OF
VEGETATIVE
`SHELF FOR MAIN -
�, POND
TEMPORARY POOL
ELEV. 45.67
i
TOP OF
VEGETATIVE
SHELF 44.5
LIMITS OF
EXISTING POND-----,
EXISTING OUTLET STRUCTURE
REPLACE EXISTING 1.5" CONTROL PIPE
WITH 2" CONTROL PIPE AT SAME
ELEVATION (44.0).
TOP OF STRUCTURE 44.75
INVERT 39.00
ELEVATION VIEW
SHEETS OF 4'X8'X1/2" EXTERIOR (PRETREATED)
6"1 [SHEETS
EQUIVALENT( TO EXTEND TO BOTTOM OF PERMANENT POOL)
L- POSTS: MINIMUM SIZE = 4" SQUARE (PRETREATED)
SET AT LEAST 3' INTO THE GROUND
SHEETS OF 4'X8'X1/2" EXTERIOR (PRETREATED)
OR EQUIVALENT
POSTS: MINIMUM SIZE = 4" SQUARE (PRETREATED)
SET AT LEAST 3' INTO THE GROUND
PLAN VIEW
BAFFLE DETAIL
NOT TO SCALE
WOODEN BAFFLE SCHEDULE
ADD 3' FOR
TEMP. POOL
BAFFLE
POST
POND #
ELEVATION
DEPTH
DEPTH
(FT)
(FT)
(FT)
B
45.67'
6.67'
9.67'
--_ - 47
4.5 aF
_ AREA 8E � 2
D RE:
E HAND DUG L. RE:52.89 ..- - ..._
DUE TO
CROSSING \ INV. --2.20
FIBER OPTIC
LINES \
\
\A\
I I
'` ��
2:1 SIDE SLOPE
FROM NORMAL
OOL ELEVATION
VEGETATIVE END 1 TO BOTTOM OF
m SHF.L'F-4M--- INV: 42.00 FOREBAY
BOTTOM OF - ------ - _
Potp "B" MAIN POND NORMAL POOL
39.0 ELEV. 44.0
' 37. '
38
39
40 BOTTOM OF
41 FOREBAY 39.0
42 -
-4 EX. OUT 15
--44- pl- I
47
`- 3:1 SIDE SLOPE
FROM BOTTOM
-OF-VEGEIATIvE_
FLOW -PATH SHELF TO
ELONGATION BOTTOM OF
BAFFLES (TYP.) I MAIN POND
20'
Scale: 1-=20' HORZ.
D' 1 20'
d
EX. JCT 14
3:1 SIDE SLOPE
TO NORMAL
POOL ELEVATION
FOR FOREBAY
FOREBAY AND POND SECTION
N TS
NOTE:
1. POND TO BE SEEDED WITH BERMUDA GRASS
2. VEGETATED SHELF TO BE PLANTED WITH WETLAND SPECIES
SEE POND DETAIL
PLANTING SPECIFICATIONS FOR POND "B":
1. THE VEGETATIVE/LITTORAL SHELF ABOVE THE PERMANENT
NOTES:
POOL ELEVATION SHALL BE PLANTED WITH A MIX OF THE
FOLLOWING PLANT SPECIES;
1. POND "B" ORIGINAL DESIGN BY MICHAEL C.
CHELONE GLABRA (WHITE TURTLEHEAD)
GALLANT PE,PA. AS PART OF STORMWATER
HIBISCUS COCCINEUS (SCARLET ROSE MALLOW)
PERMIT SW8 070226 FOR CYPRESS GROVE
LOBELA CARDINALIS (CARDINAL FLOWER)
TOWNHOME PROJECT.
A MINIMUM OF 550 PLANTS SPACED 24" TO 36" APART WITH
2. THE ONLY REVISION TO SW8 070226 IS THE
EACH SPECIES ACCOUNTING FOR A OF THE PLANTS.
ADDITIONAL DRAINAGE AREA & IMPERVIOUS
AREA INTO POND "B", WITH NO OTHER
2. THE VEGETATIVE/LITTORAL SHELF BELOW THE PERMANENT
CHANGES TO THE EXISTING PLANS.
POOL ELEVATION SHALL BE PLANTED WITH A MIX OF THE
FOLLOWING PLANT SPECIES;
IRIS VIRGINICA (BLUE FLAG IRIS)
PONTEDERIA CORDATA (PICKERELWEED)
ZIZANIOPSIS MILIACEA (GIANT CUTGRASS)
A MINIMUM OF 504 PLANTS SPACED 24" TO 36" APART WITH
EACH SPECIES ACCOUNTING FOR A OF THE PLANTS.
3. THE SLOPES OF THE POND ABOVE THE VEGETATIVE SHELF
SHALL BE PLANTED WITH CENTIPEDE GRASS.
3:1 cln3:1
c 3' .,.,
n
OUTLET STRUCTURE DETAIL
NOT TO SCALE
� 'oQE 10,�,•�-y
? •a 9 .
_ SEAL
56io,�
NOTE:
A. 24' CMP (ALUMINIUM) RISER WITH SCREEN AND SCUM
BAFFLE TYP, 2_0' CONTROL PIPE AT 44,00. RISER INVERT
39,00. RIM ELEVATI❑N 45.67 SCREEN TO HAVE MINIMUM 4' X
4' ❑PENINGS.
B. 12' CMP ❑UTFALL INVERT 42,00, OUTLET INV, 42.00,
C. LEVEL SPREADERS TO EXTEND DOWN SLOPE, SEE LEVEL
SPREADER DETAIL,
D. EMERGENCY OVERFLOW WIER-5' WIDE, INV POND 'A'=
47.55. INV POND 'B'= 46.00
E. 4' EMERGENCY DRAIN AT INV 42.00 W/ GATE VALVE,
F. ANTI SEEP COLLARS
G. 6' ABC STONE UNDER PAD,
H. 12' CONCRETE PAD 3' X 31,CAST WITH CMP BOTTOM OF
CMP 6' BELOW TOP OF PAD,
I, 6' RIP RAP 9' THICK, 3' ABC STONE WITH FILTER FABRIC
UNDERLAYMENT,
Level Spreader,
Design Flow = 13.51 cfs Entrance width = 16 ft
Depth = 0.6 ft End width = 3 ft
Length = 20 ft
Level Spreader
Cross Section
2' PVC WEIR nts
ACROSS E D
MoWid VARIABLE'
stapled in
place \
Lerel III/ �I-�-� -_ MIN
of spreader i-III-III-III -1 I I (-III-� I-�
III-� I -III_ eprien III -III_ I I-
� fi mn LTI _ i
Construction Specifications,
1. The matting should be a minimum of 4 feet wide extending 6' over
the lip and buried 6' deep in a vertical trench on the lower edge.
The upper edge should butt against smooth cut sod and be securely
held in place with closely spaced heavy duty wire staples at least 12'
long,
2. Ensure that the spreader lip Is level for uniform spreading of
storm runoff.
3. Construct the level spreader on undisturbed soil (not on fill),
4. Construct a 20-foot transition section from the diversion channel
to blend smoothly to the width and depth of the spreader.
5. Disperse runoff from the spreader across a properly stabilized
slope not to exceed 10%. Make sure the slope is sufficiently smooth
to keep flow from concentrating.
6. Immeadiately after Its construction, appropriately seed and mulch
the entire disturbed area of the spreader.
Maintenance,
1. Inspect level spreaders after every rainfall until vegetation is
established, and promptly make needed repairs. After the area has
been stabilized, make periodic Inspections, and keep vegetation in a
healthy, vigorous condition.
TRASH RACK OF EXPANDED METAL W/
MINIMUM ❑PENING LESS THAN z
,
" v
i
tN
10
//1
1
1
1
ll1111�
4;
Uj
" a-
d tty�
%r7z
m N
z () N o'
g LU
00Xz�
REVISIONS: x z O
2. REVISED 8/11/10 PER COMMENTS 3 O U
FROM DWQ July 27, 2010. a LL s
1. REVISED JULY 8, 2010-ADDED ul Z ¢ j
WETLANDS do SHWT BORE LOCATION Q O Z) i
1 O
v�
O
�^ Cn 00 N
O
� (
v�zLn
CN
C
Q)
O O7
zzc
O
ARTY CHIEF..
M.TACKETT
RAWN BY: M.TACKET I•/W DOYLE
HECKED BY.
M.TACKETT
ATE. February 1, 2010
OJ C No.:
09608_007
RAWING. 0960E_007 STORM PIAIll
HEET.•
SWM5
OF 10

TACK COAT
1 1/2" TYPE 1-2
2" TYPE H BINDER
1 I
r' 8- ABC
COMPACTED SI
HEAVY DUTY PAVEMENT
NTS
2" TYPE 1-2
LIGHT DUTY PAVEMENT
NTS
1/4 1 1/4:1
6N BASE C❑URSE AND
2" ASPHALT ROAD
TYPICAL ROAD CROSS SECTI❑N
NTS
NOTE JLL.IIUIN A —A U _w taAN
FRAME AND GRATE TO BE STANDARD CITY
OF 1MLMINGTON CAST PION FRAME AND GRATE
PER SD 14-04
GRILL BASIN
SD 2-02
NOT TO SCALE
_ .. r-I.
t -tt t
0.875 i. e 1�25� I'-1 1/Y k_L25'1
4.615' 0.1i76'
SECSEC "A -Am "A-A"A-A" SECTION '8-B"
MINIMUM AVERAGE WEIGHT
FRAME 195 LBS
MATE 145 LOS
�00000�o�
00000060
B
PLAN VIEW 1
GRILL BASIN CASTINGS
SD 14-04
NOT TO SCALE
A
PL/
NOTE
RING h COVER CONTACT SURFACES SHALL
BE MACHINED TO INSURE EVEN BEARING
OF COVER AND RING
OR
REQUIRED
COVER
MINIMUM WEIGHTS:
" " 51 LBS.
120 LBS.
SECTION "A -A"
STANDARD MANHOLE RING & COVER
SD 14-02
NOT TO SCALE
PLAN
FRAME, GRATE & HOOD ASS'Y
I., i a•
1
.1
HOOD ELEVATION
0.
PVMT
'ICK WALLS
CEMENT PLASTER
3L1.1 lulN f-i—H-
5'-10' MIN,
5' - 4'
PVMT,
PB CURB & GUTTER
LB
PLAN
'-6'
0,625'
1 �
SECTI❑N 'B—B'
NOTE:
1. 4' DEEP X 8' WIDE CONCRETE C❑PING
ALL AROUND BASIN CASTING,
2. ALL CONCRETE TO BE CLASS 'A'
3, FOR CASTING DETAIL SEE SD 14-03
CATCH BASIN
SD 2-01
NOT TO SCALE
75'
P PP
1 1 1 N ' ' 2.12N ,
SECTION - LL SECTION - MM
SECTION - BB 4
SECTION - PP
SECTION - RR
SECTION - JJ
SECTION - KK
REFERENCE TO NCDOT
DETAIL MEL 840.n
NOTE, USE TYPE 'E','F',& 'G' GRATE UNLESS
OTHERWISE INDICATED
CATCH BASIN CASTING FOR PRE -CAST
SD 2-19
NOT TO SCALE
Y {
a W
Z F3 N 04 3
:5 W 21 C) m
X Z A
2 Z m Y
O U
Lu � Ni Er o
Z
Q 0 !A a
DETAIL SHOWING TYPES OF GRATES TO
BE USED ACCORDING TO WATER FLOW. 35.75' 2.75'
TYPE 'G'ffE 'E' ffE 'F'
1.5'
WATER FLOW SAG WATER FLOW A 00 0 A 1, CID
— I — — — o0
j m
1.5'
1.5' 0.62' SECTION - BB
it -
WATER FLOW SAG WATER FLOW 1.75' -.11' jUL
2.25'
SECTION - AA
TYPE 'F'TYPE 'E'TYPE 'G' TYPE - E
RAISED FLOW
RROW 1/16' HIGH
RAISED FLOW
A 22,,7}5'' A RROW 1/16' HIGH
O
1.5. I I O 2.75'
° D
n 1.5'
N 1.5' n
1v
1.5' 1.75' 1.5'
i 1 1.75
�— 3�5.75'
Ln
TYPE - F win
0.88'
SECTION - AA
F
'15-.��SECTION - AA
TYPE - G+
CATCH BASIN GRATE FOR PRE -CAST
SD 2-20
NOT TO SCALE
1.50'R
✓uNZ�1G
ZG�O
E7
v�
_J
N
(n � N
v O
r
Z N
V
S
c�
O
h
RTY CHIEF:
ALTACKETT
AWN BY: MJACKE7T/W.DOYLE
IECKFD BY.
M.TACKETT
TE. February 1, 2010
'OJECT No.:
09608_007
AWING. 09608_007_ STORM PLAN.dwg
IEET.
SwM6
nF 10

PLASTIC METER BOX
WITH CAST IRON COVER
PER TOWN OF SURF CITY
SPECIFICA TONS.
ROW
17' MIN.--2'
EXIST. GRADE
CMy
„
2„
TEMPORARY
L PLUG
45'
io
z
i
B `V A
314" P.E. PLAS77C
3/4" BRASS CORP. STOP 3408 (SDR9)
6" PVC/DIP WATER MAIN
NOTES:
A. METER BOX TO BE SUPPORTED ON BRICK OR BLOCK.
B. ALL BRONZE SINGLE STRAP SERVICE CLAMP.
C. METER YOKE WITH LOCK STOP 9" RISER, 5/8"x3/4".
D. CONTRACTOR SHALL PURCHASE & INSTALL RADIO -READ TYPE METERS PER THE
TOWN OF SURF CITY. EACH RESIDENTIAL LOT SHALL CONTAIN SEPARATE WATER
AND IRRIGATION METERS, METER BOXES AND SERVICE CONNECTIONS.
E. CONTRACTOR SHALL FURNISH AND INSTALL TWO METERS PER LOT, ONE
DOMESTIC & ONE IRRIGATION, IF IRRIGATION IS DESIRED.
STANDA.f?N ^JA1-EP ")MVICL
DETAIL-
. ---- --
SCALE: _ NOT 10 S(:AI F c 2 1
FINISH GRADE
THRUST COLLAR
5' MIN.
1/4" STEEL
PLATE
MIN. COVER 3.5'
5' MIN.
3/4" THREADED
STEEL RODS (TYP.)
3" 3"
3" 3"
CONCRETE THRUST BLOCK
ROD REQUIREMENTS (TYP•)
SIZE OF 45 DEGREE BEND STATIC THRUST IN POUNDS NUMBER OF RODS REQUIRED
6"
4,328
2
8"
7,694
2
12"
17,312
2
16"
30,779
4
20"
48.091
6
24"
69,252
8
NOTES:
1. ONCE INSTALLED AND TIGHT, THE
STEEL RODS AND BOLTS SHALL
BE COATED WITH
2 COATS OF BITUMINOUS BASE PAINT.
2. CONCRETE SHALL NOT CONTACT
BOLTS OR
ENDS OF MECHANICAL
JOINT BENDS.
3. TYPICAL MIN. CLEARANCE BETWEEN CONCRETE AND END OF BOLT
MUST BE 3".
4. APPROVED OFFSETS CAN BE USED
IN THIS
APPLICATION.
TYPICAL__ VERTICAL
BEND
I)[� I_AIL_
f
BLI
,(',Al I: NOT TO SCAII
r
A
C2.1
0.5'
6,69'DIA
5'
O 0.5' 0.32' 0.5'
A
N 6.5'DIA
� pp 0.5
11,88'
MINIMUM WEIGHTS;
T C N i TOP 10 LBS.
- - - BOX 40 LBS.
EXTENSION 40 LBS.
NOTE,
VALVE BOX LID NOT FOR USE IN ROADWAY LOCATIONS.
HEAVY DUTY LID REQUIRED.
WATER VAI-VI= CA ) I INC
DETAIL__ / F
SCALE: NOT To SCAI I \ (, Z.
>EC I 11lN C
V-RIBS B
WATER A
METER
FRAME
MINIMUM AVERAGE WEIGHT 40 LBS.
10.75"
0.2°
SEC_T111IJ -D
COVER
MINIMUM AVERAGE WEIGHT 20 LBS.
1'-7 3/8" 9.625" N
2.25" - gg" 25' o
1.75" *.75
5.75" 5.75"
V-6 5 8" 0.375" n
SECT1�_N A SE_C-T111Ll---
WATER METER BOX DETAIL
DETAIL-
SCALE: NOT TO SCALE
ALL CONCRETE
SHALL BE 3,000 PSI
MIN.
C 2.1
TAPPING SLEEVE FLANGE
NOTES:
1. CONCRETE SHALL NOT CONTACT BOLTS OR
ENDS OF MECHANICAL JOINT FITTINGS.
2. SEE STANDARD THRUST BLOCKING TABLE EXISTING
FOR AREA OF CONCRETE REQUIRED, 1/C2.1 MAIN
TRENCH
BOX
Q ROAD n 1 _
II
(I 5' MIN.
uT
Q ROAD w
� I
z a
m 0
W
TOP OF CASING PIPE „A„
�-- C -�
Q ROAD
8' MIN.
BORE FIT SECTION VIEW 130PI PIT _PLANVIEW
LAYOUT SCHEDULE (FT.)
"A"
5
6
7
8
9
10
11
12
8
9
1101
11112
rL DITCH SHOULDER
OF
ROAD
5'
MIN
36" MINIMUM COVER
EDGE OF PAVEMENT
NOTE: "A" IS THE MINIMUM DISTANCE FROM THE EDGE OF PAVEMENT
ALLOWABLE BY NCDOT, BASED ON THE DEPTH OF THE BORE PIT (-D-)
AND A RATIO OF 1: 1 SLOPE CONTRACTOR SHALL FOLLOW NCDOT
SAFETY REQUIREMENTS BY FENCING OFF OPEN PIT AND WORKING AREA.
FOREPIT I�ETAII (LYRICAL)
w cr
a w v
z 3 N N o'
J
Qwz NU°-',
oqxz
xzm?�j
3t]05$
U) s
w z ¢
ii
Q0 V)a
� U
-
-- . �.
--
DETAIL_ Dxx
C�coSCALE: NOT TO SCALE�Obd a�
����II111111�1��\
(L ROAD SHOULDER
OF
ROAD \s�Iluulr
rTOE OF SLOPE �� P 210 I�� w,
c
36" MINIMUM
SEPARATION
"JILLL UADINU F'IYL
PI�(0 D) WALL THICKNESS
4"-12 3/4" .188"
16" 250"
18" .250"
24" .250"
30" .312"
36" .375"
48" .500"
hOPE &_-JA-CK UNDER Tr1 TC ROAD -(f JCDO_[)
DF TAIL- X
SCAI E: NOT TO SCALE C �1. X/
,
EXIST. 8" DIP POTABLE
SHORE DRIVE
VALVE
GATE VALVE
J. RESTRAINED FITTINGS
PROPOSED 8"
WATER LINE
8> X_ S 1 ANI)f' M TAPPING- SLEEVE EVE AND VALVE AS`;f MBLY
DETA11- _ 5
SCM E: N01 TO SCALE
J�
0'W-
�P > ?; S�
u 86 \.P*
5' MINIMUM
\-MASONRY ENCLOSURE AT
EACH END OF CASING PIPE
(TYP•)
NOTE: ALL ENCASEMENTS SHALL EXTEND FROM DITCH LINE TO DITCH
LINE IN CUT SECTIONS, 5' BEYOND THE TOE OF SLOPES IN
FILL SECTIONS, AND 10' BEYOND THE EDGE OF PAVEMENT IN
SECTIONS WITH NO DITCH OR FILL AREA (PER NCDOT)
SPIDERS MIDDLE SPIDER (OPTIONAL)
AS DIRECTED BY ENGINEER
j � l
NOTES. • CARRIER PIPE ENCASEMENT PIPE
1. NORMAL SPACING FOR SPIDERS IS 3 PER 18 FOOT
LENGTH OF PIPE, ONE SUPPORT AT EACH END AND
A SUPPORT AT 9 FOOT CENTER.
2. ENTIRE SPIDER ASSEMBLY TO BE BITUMINOUS
COATED AFTER FABRICATION
3. FIELD MODIFY AS REQUIRED TO PROVIDE DESIGN
SLOPE IN CAR;
STAINLESS STEE
ON EACH FOOT
SPIDER
CARRIER PIP
El
ELEI
BORII'll C
DET/',11
SCALE: NMI 10
E
�C �
cli
O20 NN
Z 0
O Z Q
�C Z ``
U � o0
t0
LQ
m �
X
�oz
rn
U I
Q) M
c7)
tX1 ` V
U
J
L{
Cl::z�
S ;
o
Cp
Q'J
Q)
PARTY CHIEF
M.7AC.Kt i7
DRAWN BY. M. rACKETT/6.00YLE
CHECKED BY:
M.TACKL0
OATF: f eoruory 1, 2010
PROJECT No.:
09608_OL'7
DRAWING: 09608007_ STORM PIAN.dwg
SHEET:
`'WV-7
10

80,
• • • 1
404,WETLAND • . ' • • \�� t
a • • ' `
LEGEND CONT. � R^EoPI�EE
�' • LEGEND ' (FIR) EXISTING IRON ROD
QSG SWEET GUM
�� t \• •�� • � • 404�WETiANDS•
2' HPnt:` ' ' . • 4 • PM PARCEL IDENTIFICATION NUMBER I (EIP) EXISTING IRON PIPE '�p C Hl1i'
• ` ' • aP/ PINE TREE ?In
• D
PROPERTY BOUNDARY I Sediment and Rewia Control Moaere
• • (EIPT) EXISTING IRON PINCHED TOP �/ 2. Silt Fens.
/ / • • • - _ ADJOINNG PROPERTY LINES lam- BLACK JACK 1.Temporary(ravel ConsWction Entrance / Fsit.
_ • ` 3. Sediment Trap.
❑—GTO TURKEY OAK' 4. Tempo aryarilPermanentseeding.
`•• 1'EI�ORARY SEDII��NT FENCE (SIP) SET IRON PIPE C�� ��• LIMITS OF DISTURBANCE (L.OD)•••—_(EMN) EXISTING MAG NAIL IyObtam ail necessary permits. \ 57 PROPOSED CONTOURS I HICKORY E 2. Imtall temporary gravel construction entrance / exit
• 3. Install silt fence, sediment traps.•EXLS lYD1G CONTOURS R^y RIGHT OF WAY CHERRY EE 4. Rough grade site.
5. Tostall utility connections n required.
- �' TREE REQUIRING PROTECTION BENCHMARK 6. Seed and mulch areas disturbed during utility connections.
- a ® 7. Complete grading and paving n designed.
/ PECAN �REE
8. Apply soil amendments ad sow grass seed R mulch on all wren not surfaced
POWER POLE I I during tnaatruction. Reference vegetative plan.
' t, TREE LANE 9. Remove temporary sneas�sres once vegetative cover is fully established and
LIMIT, OF n TEMPORARY SEDIIIIIENT TRAP (TST) SHE OVERHEAD ELECTRIC WIRE approval
DISTl1R{3 ANCE r♦I from NCDENRis given.
® WA METER
F— GUY WIRE ® Film
CAT H BASIN Mum erasion control meawres shell be inspected
;/LIMITS OF EXI NG POND ` I �each repam,shoulno d
be madthan e
eweek«after
SEDIPNT BASIN (SB) NIF- 7atLO LIVE OAK "in allram �prol measures
rent Any epai s should b<made immediately to
\ TOTAL DISTURBED Jerry Bums Smith MAY I 2. Maintain the gravel pad in a condition to prevent mud or sediment from leaving
�0
11
i AREA = 6.53 AC. - D.B. 717, PG: 272 VICINITY
/ �/ MAP
/ ) the construction amretion site. This may require periodic topdrening with I inch smnc. y I CI NI T 1 IV Ar
AM h fall � N 1
*Latitude N 34*22'15.34" (N 34.3709') NOTES:
r 1. SEE SHEET SWM3 OF 10 FOR ALL DRAINAGE INFORMATION. /
*Longitude W 77'4229.37" (W 2. POND 'B'TOBEUSED ASSEDIMENT TRApDUIIING
EXISTING I 77.7082') CONSTRUCTION. ONCE CONSTRUCTION IS COMPLETE,
OUTLET The latitude & longitude are taken SEDIMENT IS TO BE REMOVED AND POND RESTORED TO
STRUCTURE ,� from the Hampstead Quad -Map. DESIGN
ERIAWILL ONLY 8E DONE rnTHOSE AREAS SHOWN ,
HEREON.
1 4. THE REMAINDER OF THE SITE WILL BE CLEARED AND
GRUBBED ONLY, NOT GRADED.
A 1
I.C.W.W
es ram , trespect a grave canstnreiwn entrance and clean it out as
necessary. Immediately, remove all objectionable materials spillecl, washedor
NOT TO SCALE
Checks onto public
insroachany&
after e
3. Check sediment basins after each rainfall. Remove admRmt and restore the trap
/
to its original dimensions when the sediment has accumulated to one-half the
\
design depth of the trap. Place the sediment that is removed to the designated
disposal area and replace the contaminated pert of the gravel fitting. Check the
structure fee damage from erosion or piping, periodically check the depth of the I
to it is 1.5 feet below
\
spillway ensure a minimum of the low point of the
\
embankment Immediately fill any settlement of the embankment to slightly
above design grade. Any npmp displaced ham the spillway must be replaced
\
immediately.
4. Inspect sediment/silt fences at least once a week and after rainfall event Make
any required tepees immediately- Should the fabric of a sediment fence
\
\
/
collapse, tin, decompose or become ineffective, replace it promptly., if the
fabric of a sediment fence collapses, ten deco becomes itteff '
I reposes« .
replace immediately with appropriate synthetic filth fabric,. Remove sediment
deposits as needed to provide adequate storage volume fee the neat min rent
n - and to reduce preasme on eta fencing material.
5. All disturbed areas will be reseeded rekrtlized and mulched n necessary to
lly a stand of
on cannot be
determined two be fullyevegetative
established =it] snail cover has been rob rained for are /
' year pas p�
full t rang.
Inspect all mulches each rainfall b cheek for rill Boson and dislocation. G i I
Where erosion in witnessed, apply additional mWcic Continua insputia s, until
vegetation is fully established. 4(j
MIT., OF
oi>ruRSANCE
J i A / NIF
( \ i Roundhouse Properties, LLC
I t % D.B. 3552, PG: 060LV -
NIF NIF
- - Cemetery NSF NSF
ry _ _ - _ Smith Bum _ - Joseph Bryon Leo Terry Ray Coston (Etal)
_ �•� J s
D.B. 121, PG: 453 Etal �-
D.B. 312, PG: 368 D.B. 543, PO: 5
h J
.- / / _ D.B. 684, PG:
a7 t I 1 o Jam, '. �BJ T LIMITS OF
j NIF
DISTURBANCE /
( Roundhouse Properties, LLC - -
D. . . 060
I _ D.B. 355 2 PO• ,
I
5B P
-4F
_ - — _ _Y Y Y r r Y -
,. � Y
I
- - - - - -
' - - _ J _ - -` _ _ - - - - s� -
i
--
v / ro 20 - - wow E - -,1
- _ ,.- ._. / Y
55 b y Y Y �" Y 1' Y
SIL' FENCC1 i' SILT FENCE \ / i - - k -\\ �_ - '' - - __ WOODED ARFA _ / -
i �AREA ?_- ` \� SIANDARD �sR, •i
T ' - - - INLET 5695
I I
S
" 2
75
TO 4 8� TO 28' CH T Z TV p
HI PANSY LANEad 0'` A �i ' o ran
11 FU1X1R ti5E
! _ _
- g \
F ♦�
__.
J N 2 /
NIF
SG 8 TRIO 24' NLO 18' j I yam} �2 60 \ \' �\� 7Q 5&95�T T— I I cp
�F - -jl l i A��� 1�
II �
Smith Leo (Etnl) ( Cypress NCoEx, LLC I \ Roundhouse Properties, LLC - B _ - - _ --
D.B. 1047, Po' 318 D.B. 2887, Po: 058 i °' 58 r `
b�
�, P1 22-
D.B. 3665, PG. 255 I 8 LO 29'
I1 _
/
i LO
n 1 rLNCE
T LO : i +�m / 2J' 1
t
04
\ S, 1 P7 M( h ARY l
GRAbh I
` � ' `^: C�.N II ruliN
INIIAIUI
( �IN I THIS AREA TO BE CLEARED AND GRUBBED NIF
CV ONLY -'� Fired D.B.K. Albrer93. ig3
t(Etal)
�,�-n��\, t;20 24- J L �•
0 22'
THIS AREA TO
BE CLEARED AND a
( I V GRUBBED ONLY-
C
OaO NN
aC
NO
U 4i s o
uuftj
a1
U
U Q
jz
c C) _
U CL
br�
Z O O
3
ti
oLLJ
4
1.92
PI-12Aa
CARO7*
I \
- LO 2 - _ `
��
Co o N
HOWARD AVE 66.00
- -- T0. �'if •:�ti1NE��.� $ N �1
— — — — — — t p�
- - ,
m
` • O W
" - z N
To - -
4
3T°
$ o ° o 0
m
I N/F
Jeremiah Reeves NIF I NIF NIF'\ LIMITS OF I
I
Roundhouse TEMPORARY DISTURBANCE J &0 o' "
`.�o��HES8oi,�i
(EtaQ I I Action Properties DCE Holdings, LLC ,- T.FMPOL a
D.B. 2752, PG: 36 Of Topsail D.B. 3546, Po: 271 Properties, CONSTRUCTIONOF 2
D.B. 1051, PG: 297 LLC ENTRANCE w - - _
D.B. 2634, 'tea, SILT FENCE = Q� SEA 7': _=
PG: 272 235'x5o' - = it"a _9 L-4556
�, ci
Q)
o
- - - -- - - >-a K'OF UR f7 0o i'o PARTY CHIEF. M-TACKEIT
in
(4 —. W cc DRAWN BY. M.TACKE7T/W.DOYL£
Z CHECKED BY.
( _ (Was) -- Z 3 CIDci N o M.TACKETT
DATE:
P��O R _ _ g W ci ' February 1, 2010
x Z PROJECT No.:
Sco%: 1"=80' �QS Z Z Om 09606 007
O U DRAWING: 09608_007- STORM PLAN ding
0' 80' 160' 240' R VI I Q 0 aUd SHEET
REVISED JLY 8, 2010-ADDED U �I/I/�/�Q O� 1 O
WETLANDS& SHWT BORE LOCATION r I� l v/ V 1

iW
W j
0:0
wI
Z
Th
NOTES: GROUND
1. WIRE SHALL BE A MINIMUM OF 32' IN
WIDTH AND SHAL4 HAVE A MINIMUM OF 6
LINE WIRES W/12 STAY SPACING
2. FILTER FABRIC SHALL BE A MINIMUM OF
36' IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE AS DIRECTED
BY THE ENGINEER
3. STEEL POSTS SHALL BE 5' 0' IN HEIGHT
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
6•
MIN.
STEEL POST
ANCHOR FILTER FABRIC
AS DIRECTED BY THE ENI
TEMPORARY SEDIMENT FENCE
.TER FABRIC
ALL SLOPE.
6•
NERGY DISSIPATER
ELEVATION
SUPPORT WIRE
FILTER FABRIC
9511 STANDARD
PROCTOR
1' MAX SPILLWAY HEIGHT
POST 18" DEEP MIN.
A6TM CAD
,,,-CLASS •A' RIP -RAP ENERGY DISSIPATOR
MIN.
SECTION FILTER FABRIC
SFDIMA, _i !.:�i=OUTLFT-
z
ONE FOOT FOR EAC
INCH OF TRUNK DIA. 16' MIN. WIDTH
0
11
of l DEAD TREES & SCRUB GROWTH
") SHALL BE CUT FLUSH WITH ADJACENT
GRADE. NO GRUBBING ALLOWED
UNDER DRIP LINE.
REMOVE ALL BARRIERS
UPON COMPLETION OF
PROJECT
NOTES:
1. BARRIERS SHALL EXTEND AROUND TRUNK AS SHOWN AND SHALL
ENCOMPASS TREE WITH A RADIUS OF NO LESS THAN ONE FOOT (1')
FOR EVERY ONE INCH (1') OF TRUNK DIAMETER.
2. ALL BARRIERS SHALL BE INSTALL PRIOR TO GRADING.
3. BARRIER POST SHALL BE CONSTRUCTED FROM 2%4' STANDARDS,
SILT FENCING ECT.
4. NO FILL OR GRUBBING IS PERMITTED IN THE PROTECTED ROOT ZONE.
5. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT AND FILL
POST HOLES.
6. TREE PROTECTION SHALL BE PLACED AROUND ALL TREES 4' IN
DIAMETER AND LARGER WITHIN 25 FEET OF THE PROPOSED ROADWAY
BACK OF CURB.
I?I PROW FC !'ION
*NOTES*:
113A 5 7 paragraph 2 & 3
General Statute ( ).
1. Pursuant to Ge P 9 P ( )
the angle for graded slopes and fills shall be no greater than
the angle that can be retained by vegetative cover or other
adequate erosion -control devices or structures. In any event,
slopes left exposed will, within 21 calendar days of completion of
any phase of grading, be planted or otherwise provided with
temporary ground cover, devices or structures sufficient to
restrain erosion. Permanent ground cover will be provided for all
disturbed areas within 15 working days or no more than 90
calendar days.
2. All erosion measures are based on information in the NCDENR
Erosion and Sediment Control Planning and Design Manual dated
September 1, 1998 book number 6498.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE EXI
'-----•" METAL POSTS 2•-0• IN GROUND
GALVANIZED HARDWARE WIRE
EXTENDS TO TOP OF BOX
57 WASHED STONE PLACID TO A HEIGHT OF
IY-18• MINIMUM ABOVE TOP OF BOX
STANDARD DROP _INLET YARD INLET PROTECTION
12" MIN. OF NCDOT #5
OR #57 WASHED STONE
3600 cu ft / acre
CROSS SECTION
TEMPORARY SEDIMENT TRAP
DESIGNED REFER TO NCDENR SEDIMENTATION MANUAL SEC 6.6
SETTLED OVERFILL 6"
TOP FOR SETTLEM
21"
min. ,
5' max. fill
FILTER
FABRIC
4' min.
1 3' min. 1
f l
STONE SECTION
CONSTFUCTION SPECIFICATION
1. CLEAR, GRUB AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION
AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC
MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE
MATERIAL TO THE DESIGNATED DISPOSAL AREA
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY
VEGETATION, ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL PLACE THE
FILL IN LIFTS NOT TO EXCEED 9 INCHES AND MACHINE COMPACT IT, OVER FILL THE
EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
3. CONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT. PROTECT THE CONNECTION
BETWEEN THE RIPRAP AND THE SOIL FROM PIPING BY USING FILTER FABRIC OR A KEYWAY
CUTOFF TRENCH BETWEEN THE RIPRAP STRUCTURE AND THE SOIL
A) PLACE THE FILTER FABRIC BETWEEN THE RIPRAP AND SOIL EXTEND THE
FABRIC ACROSS THE SPILLWAY FOUNDATION AND SIDES TO THE TOP OF THE DAM;
OR
B) EXCAVATE A KEYWAY TRENCH ALONG THE CENTERLINE OF THE SPILLWAY
FOUNDATION EXTENDING UP THE SIDES TO THE HEIGHT OF THE DAM. THE TRENCH
SHOULD BE AT LEAST 2 FT DEEP AND 2 FT WIDE WITH 1:1 SIDE SLOPES.
4. CLEAR THE POND AREA BELOW THE ELEVATION OF THE CREST OF THE SPILLWAY TO
FACILITATE SEDIMENT CLEANOUT.
5. ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR FLATTER
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
TALL FESCUE 80
PENSACOLA BAHIAGRASS 50
KOBE LESPEDEZA 40
SEEDING DATES
TIME BEST POSSIBLE
EARLY SPRING FEB. 15 - MAR, 20 FEB, 15 - APR. 30
FALL SEPT. 1 - SEPT. 30 SEPT. 1 -
OCT. 31
NURSE PLANTS
BETWEEN APR, 15 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15
LB/ACRE SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25
LB/ACRE RYE (GRAIN).
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY
3,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE
10-10-10 FERTILIZER.
UL H
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF
ANOTHER SUITABLE MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, ROVING, OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A
DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL.
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE
SECOND YEAR ACCORDING TO SOIL TESTS OR TOPDRESS WITH 500
LB/ACRE 10-10-10 FERTILIZER. RESEED, FERTILIZE, AND MULCH
DAMAGED AREA IMMEDIATELY.
PERMANENT SEEDING SCHEDULE
2:1 side
slope max.
1:1 side
slope max.
FILTER
FABRIC
NATURAL
GROUND
DESIGN OF
DRAINAGE AREA
SPILLWAY
WEIR LENGTH
(ACRES)
(Fr)
1
4.0
2
6.0
3
8.0
4
10.0
5
12.0
EMERGENCY BYPASS
6" BELOW SETTLED
TOP OF DAM
6. ENSURE THAT THE STONE SECTION OF THE EMBANKMENT HAS A MINIMUM BOTTOM
WIDTH OF 3 FEET AND MAXIMUM SIDE SLOPES OF 1:1 THAT EXTEND T THE BOTTOM
OF THE SPILLWAY SECTION.
7. CONSTRUCT THE MINIMUM FINISHED STONE SPILLWAY BOTTOM WIDTH, AS SHOWN
ON THE PLANS, WITH 2:1 SIDE SLOPES EXTENDING TO THE TOP OF THE OVER FILLED
EMBANKMENT. KEEP THE THICKNESS OF THE SIDES OF THE SPILLWAY OUTLET STRUCTURE
AT A MINIMUM OF 21 INCHES. THE WEIR MUST BE LEVEL AND CONSTUCTED TO GRADE
TO ASSURE DESIGN CAPACITY.
8. MATERIAL USED IN THE STONE SECTION SHOULD BE A WELL -GRADED MIXTURE OF
STONE WITH A d50 SIZE OF 9 INCHES (CLASS B EROSION CONTROL STONE IS
RECOMMENDED) AND A MAXIMUM STONE SIZE OF 14 INCHES. THE STONE MAY BE
MACHINE PLACED AND THE SMALLER STONES WORKED INTO THE VOIDS OF THE LARGER
STONES. THE STONE SHOULD BE HARD, ANGULAR AND HIGHLY WEATHER RESISTANT.
9. ENSURE THAT THE STONE SPILLWAY OUTLET SECTION EXTENDS DOWNSTREAM PAST
THE TOE OF THE EMBANKMENT UNTIL STABLE CONDITIONS ARE REACHED AND OUTLET
VELOCITY IS ACCEPTABLE FOR THE RECEIVING STREAM. KEEP THE EDGES OF THE STONE
OUTLET SECTION FLUSH WITH THE SURROUNDING GROUND AND SHAPE THE CENTER TO
CONFINE THE OUTFLOW STREAM.
10. DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE BYPASS OUTLETS
SO THAT FLOW WILL NOT DAMAGE THE EMBANKMENT.
11. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL
AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION.
12. SHOW THE DISTANCE FROM THE TOP OF THE SPILLWAY TO THE SEDIMENT CLEANOUT
LEVEL (ONE HALF THE DESIGN DEPTH) ON THE PLANS AND MARK IT IN THE FIELD.
SEEDBED PREPARATION:
RIP THE AREA TO BE SEEDED TO A MINIMUM DEPTH OF 4-6 INCHES. REMOVE ALL
LOOSE ROCK, ROOTS, ETC. LEAVING SURFACE SMOOTH AND UNIFORM.
TEMPORARY SEEDING SCHEDULE:
SEED MIXTURES PLANTING RATE/ACRE PLANTING DATES
GERMAN MILLET 50 LBS/AC APR 15 TO AUG 15
RYE GRAIN & 120 LBS/AC AUG 15 TO APR 15
KOBE LESPEDEZA* 50 LBS/AC
*OMIT KOBE LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
SOIL AMENDMENTS: AGRICULTURAL LIMESTONE 2000 LBS/AC, FERTILIZER 750 LBS/AC
MULCH: GRAIN STRAW 2500 LBS/AC
PROVIDE FRESH, CLEAN, NEW -CROP GRASS SEED COMPLYING WITH TOLERANCE FOR PURITY AND
GERMINATION ESTABLISHED BY OFFICIAL SEED ANALYSTS OF NORTH AMERICA.
ANCHOR GRAIN STRAW MULCH MATERIAL BY TACKING WITH ASPHALT, NETTING OR ROVING OR
CRIMPING WITH A MULCH ANCHORING TOOL.
HYDROSEEDING:
MIX SPECIFIED SEED, FERTILIZER AND PULVERIZED MULCH IN WATER, USING EQUIPMENT
SPECIFICALLY DESIGNED FOR HYDROSEEDING APPLICATIONS. CONTINUE MIXING
INTO A HOMOGENEOUS SLURRY SUITABLE FOR HYDRAULIC APPLICATION.
APPLY SLURRY UNIFORMLY TO ALL AREAS TO BE SEEDED. RATE OF APPLICATION SHALL BE
THAT REQUIRED TO OBTAIN SPECIFIED SOWING RATE.
TEMPORARY SEEDING SCHEDULE
EARTH BERM
BOTTOM ANCHORED WITH STAPLES
•.. i�'..i tcy�7
STEEL POST
CARO���i
0"�FESS% /may
L ,y
4 SEAL �; 7
•r I -A Fkc
JUTE NETTING
JUTE SUPPORTED WITH TOP
HARE BETWEEN STEEL POSTS
PERSPECTIVE
PROTECT WEIR WITH FILTER 5' rRETRIEVAL MER (�')
FABRIC AND RIP -RAP I ROPE
IIEI1 A`
SEDIMENT PIT
JUTE NETTING (TYPICAL)
a
FILTER FABRIC 3�
- - -6'_ PVC - - -
5'x3'xl8'
NOTES: V STONE APRON
1. USE FOR DRAINAGE AREAS NOT EXCEEDING 5 (FIVE) ACRES.
2. EARTH BERM SHALL BE STABILIZED w/SEEDING ACCORDING
TO TOWN SPECIFICATIONS.
DESIGN OF SPILLWAYS
DRAINAGE AREA
WEIR LENGTHI
(ACRES)
(FT)
1
4.0
2
6.0
3
8.0
4
10.0
5
12.0
1 DIMENSIONS SHOWN
ARE MINIMUM
FILTER FABRIC
LENGTH
WEIR DETAIL
LINE WEIR WITH
/-
RIP -RAP
I I WEIR LENGTH
TOP OF DAM
DITCH AND BURY
FILTER FABRIC EDGE
(MIN. 12' OF FABRIC)
MAINTENANCE
INSPECT TEMPORARY SEDIMENT TRAPS AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL REMOVE
SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH
OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF
THE GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS
A MINIMUM OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO
SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY
AFTER CONSTRUCTION WITH SEEDING.
SEDIME.N T BASIN CAR077/i
- -- - SEDIMENT BASIN (SBY1) `�rO qw�FE$$%p ��
Z
Wet Pond 'B' to be used as Sediment A
AEosin during construction. W7Drainage Area = 7.72 Acres .Q = 33.50 cfs (7.75i*O.56c*7.72ac)%��.�
Req. Surface Area 14,573 SF
Storage Volume = 13.896 CF
.fN ,.Req. �
S
a: wDesign
Area at Bottom - 6,146 SF
Design Area at Top = 15,306 SF
A/ II11 \
WV1
to
W
z z ao N
(-I i
Design Storage Volume = 48,657 CF
rn
Design Size of Bottom =see Wet
Pond
� W x Z
detail
Design Size at Top = see Wet Pond
O Q O LL
= Z DO
Detail
�S ti O U S
Design Depth = 5'
r
co 7 a LL s
Weir Length = 5'
���
W Z cc ie
O Cn a
no
O
a
V
_J
O
DO CN
I�^
CN
v
Q U N
�Z
07
Q�
o y
c.p
Q
N,
PARTY CHIEF..
W TACKETT
DRAWN BY: M.TACKEIT/WDOYLE
CHECKED BY.-
M.TACKETT
DATE: February 1, 2010
PROJECT No.:
09608_007
DRAWING: 09606_007_ STORM PLAN.dwg
SWM9 OF 10

80'
-to,•
too
i to. too t
�\�
•,. .�•J/�.,;�>' ' 'I / .at��y;. •' •',•', •',.•'.•,.•,.;,, I GPO
•/' ,� II I , • • ' ' • "�A• • • , , ' ' ' '; • ' • ; ; • • ' • ' ' ' • • ' • ' '
to
�- �' --- ill I .• .• .•' .•,.• ;•.• •'
- I • . • ' ; : • ' : • ' : • ; : • ' . • •: • ' ' ' ; : ; ' : 404 werGAi4D�; • ' . ; NI /
f I • . • ' . • ' ' '4od:WEiLAnR�. ' . • ' . • ' ' ' . Jerry D. Randall (Etol) /
• to -' • •. • ' . • ' . D.B. 509, PG 156 \
� ,`1, ;.• •• • to.
A4 to.
,•
too NIF
�(� i • ' .. • ' Roundhouse , • , . Jerry Bums Smith I /
i \ : ' • • ' D.B. 3582, z • '; , . .. ' D.B. 717, PG 272
to.
� A � .40A.WEI1J�MdS /
N14F/
/ / \
,.
Nam- I� I A I m� tttt
4preea Cow. GtC
j;t:1NIF
Terry Ray Coston (Etol) / o� N/F
Joseph Bryan Leo D.B. 543, PG: 5 ,� / Joek Ingram
N/F >° Fr8 D.B. 312, PG: J66 / t D.B. 19J, PG: 489
D.B. 1221 453 etery �Qf S ��
i
\
I I
I I
I I I I
i I I I
I
I
Scale: 1 "=80'
0' 80' 160, 240'
.� a �M '.-O _ ___ -__ _� .r •�.i tears pie a _a z _ _ _ �. - i .Z�IIbL
ry X../hL LH. i Jr- eta �i ii iuuwrr­
$- 11i�i`.k f/%l4f/r s �--_ QI�►i/1J�1 - - - - -
. a 3lsr
� Y
ii�uiiiii - Zvi ,.•a l •'" .
NIF E
C
Smith Leo (Etal) \ \
D.B. 1047. PG 318 \ \ \ \ �
Cy�sC %-.LLC I A
D.B. 36 PG: 255 N/F
LLC
M dRoundh O
a
D.B.
D.e. z8e7, W
HOWARD AVE
F_
AID
p ��eii try � N
I I I o I
Ilk
xh 1
I ts • sa_ UW
ry I L
e m o0 O
II J- Q1 —
- V-1414-7
OY 17
-- vs --
T 1 1
J
(v00S)
_ Oa rra
A,
Ar
/
NIP
P R-K Albreight (Etal)
).B. 1793, PG. 36
a•u-
LC.WW
VICINITY MAP
NOT TO SCALE
LEGEND
(EIR)
EXISTING IRON ROD
(EIP)
IXIS7ING IRON PIPE
(EIPT)
EXISTING IRON PINCHED TOP
(SIP)
SET IRON PIPE
(EMN)
EXISTING MAG NAIL
—52—
EXISTING CONTOUR LINE W/ELEV.
R/W
RIGHT OF WAY
— —
LINE NOT SURVEYED
BENCHMARK
POWER POLE
� ffE
OVERHEAD ELECTRIC WIRE
E
GUY MIRE
OLD
LAE OAK
OSG
SWEET GUM
PI
PINE TREE
O""
BLACK JACK OAK
GTO
TURKEY OAK
HICKORY TREE
CHERRY TREE
®
PECAN TREE
J
TREE LINE
®
WATER METER
®
CATCH BASIN
HEBSRO'/
4 SEAL
L-4556 �•
/D
z
0
Z
0
U
Z
W
v�
O
O
� op N
O
----
v QZ N
(^ C O
CL_
^�^
iRE`C`Tr7
v o
JUL 0 9 2010
PARTY CHIEF. M.TACKETT
DRAWN BY: M.TACKETT/WDOnE
-- ---
uj W
w
CHECKED BY M.TACKETT
_
L7 CMN S
W R Lj a
a4TE •
February 1, 2010
Z x Z
PROJECT No.: 09608_007
DRAWING: 09608_007- STORM PLO.de9
J O U
REVISIONS:
tn�liu-a
w Z Cr>
SHEET
REVISED JULY 8. 2010-ADDM
5o 5_
U
c �/�/A A 0 O C 1 O
YY /VI r I
WETLANDS dt SHWT BORE LOCATION
.J

Ad 6£ MZI, LOOMM u6p u0lslnaJ anoj6 ssajdAo�
8 17 16
54r,4
3
2 1
D
C
Ill
I
_.._.._ ._.._.._.._
�, j
I I I � •
i IL
I i 14
( 77
47
is
z►—CLOS add
/ / \
/ /, Q
d5 00 9 ` \
i i —
S=3 d ` \ T
// i — -
I / w,•
V
Tog
qw
loa weer iI vJry
\ I OS = dd / '
d.ki
N tS'LL l �, T ?— l — ,£0'8Z
! d!1 10401 f8�'96Z M 11�5141 N
4)
Ln
M$I 30t1d
�Ib'13Q 33S '33d31f10 H1IM EdnO 3H1 31Vd J130d d9
A1133dia W31SAS NOI133-1-100 631dMW2101.S 3H1 01
SONIQ-InE -13d 30 aV36 3H1 W06J S6311n0 HWn3d
'31DN
N
�o
O
N
Fz
LO
(J
4
co
20
I
LD
V)
61
v I
J N
I �
00
71
1 �
zr�
/ � �-- ail/• I
� � r : �, �7� T � =4 � yam'•,-! % �
C\ -- F 27 CP Y SEC ! L f%t/ $ a%
- — — — — -6Y— _ _ �— —• -\ 1 I I T:yECG,q�',� C._J /`Gil
For e'ypre-s.s S l4f �.ti
� 5-0041,
0 341 is _ 9
�I S= �)24 J»fit' l> �r1a
All
.
_ �y9 9
SEAL —_
9 L-4556 1r
t', SUR.•
LEE ZPG `
1 v AV
W
N
Lov
I
'
1
•
I
_
•
N
;
Z^
I
I
u
4
,
u
x
�
Z
O
=
N
R
o
Z
Z
ti
W
G
m
H
w
N
O
4
t
2
Y
1
w
>
O
W
C
w
Y
r
4
C
a
Li
�
4
�
Lj
K
A
�l
O
H
a
I
W
N
J
r
>
W
J
Z
q
O
ti
W
n
I
r
APPROVED 4"'
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
3,/!4/v7
L/)
W
M
oZ
pCot�- C-4
V z z
J =
V J W ..
W i
CL
U
Q � a o
co N
v cd
c b �zo
� '� 2 u o•
co
C cQ
• 1
Go
V c a z can N
cd
N
C o n,
,� •_ Ln o
. V WraO a v\
W
N
VI
U
m
0
I.
Q
cc
uj
{ZIT
tn
A

8
7 16 5 lq% 4 I 3
2
Wd Ll LtaL LOOTJVLJE u6p uosina; 9na6 sea1dA7
I
I
N
,1� all
me
I N
J �
to I
AV
\ \
ID10i ,22'96Z M „�S,I N
_t �. MS 39Vd
_1Id13Q 33S '33d31(10 H1IM adm 3H1 31VK31bd dg
�,_U33VI W31SAS NOI133-1-103 �131VMWaOiS 3H1 01
S3NIQ3If1H 33d 30 NV3d 3H1 WONJ S831ino gwn-ld
:31ON
7
0
LU
3-J
47
3:
48
as
M w
51
Ln O
52
N O
75
't
0
Z
(,tJ
00
N
O
r�
V
n 1 r. 7 n
5
,bG 1juy j „�:S, L6.lt S
0
N
(D
M
c0
co
i�
O
00
t�)M
W
fi0
A3
Toe
IA
04 A !
W
•
N
N
n ON
Z 0\
�
I
I
'
I
I
I
-
_.
❑
a
u
Z
ai
Y
W
%
x
f~
=
w
,
W
q
L1
Z
to
Q
O
Ib
Q
W
❑
Q
W
W
�
w
H
G
N
Z
per,,
V
Z
J
y�
1QQ7
2
�I
w
J
F
0
W
�
�
Q
m
❑
0-
❑
Ix
N
H
d
N
W
J
O
N
W
F
✓&41
29
APPROVED eAb
NORTH CAROUNA BCO OISANX
MANAGEMENT�1
DMSION OF WIM QLKff
3/1L /07
3 I 2
w
OZ
M
O N
N
(�
V
Z
Z
J =
J
W
W
Q
CL
off
LU
bb.0
h
�Q
W
�
O
M
\
tJ
V
N
N
�w�
U
to
V
•
\
Qi
Q�
O
M
•�
�i.l
Q
J
Q
VI
0
u
m
.,
w
0
u
w
0
LU
Vf
r
A
1
>,recea
3/:=a

5 4„ 4 13 I 2 I 1
B
A
)-ur<, rune" �s
s�G pL r`i jvs -ey
riE cL.�I )?,K CoZOV P
�d� GytoF'LSS sT�T,�,✓
Au- 0TyE�
16 A-rl Z. Z_
l4lU �S S FiOwn% c ,iJ 7-bE_
I
30' 0' 30' 60' 90'
- 30'
A
,y9.9
L.4556
EE\�Pv" \ Q
© CO (D fl-
CD
m CO
m
cr
45
23.
00
40
0+00 1 + 0 0 2+00 2+87
�
RAUUC GRADE UNE
N � �
- FINIS
ED GRADE
r- EXISTING
RAD
a) .r
3LF OF C9P�4
]24.08LF OF
900
�-
_ _
111.03E
OF C900
25.85LF OF C
24" RCP
� O�i;C.
2
'RCP
27' RCP
L
�i
7
POND "A" LINK
STATISTICS- RCP, n=.01
T
LINK ID
UPSTRM ID
DWNSTRM ID
Q
LENGTH
SLOPE_
INV UP
NV DOWN
7
7
8
16.393
75.9
0.15
43.32
43.21
4
4
7
7.327
80.5
0.94
44.08
43.32
6
6
7
4.565
81.3
0.52
44.75
44.32
3
3
4
4.636
23.9
0.29
44.65
44.58
5
5
6
2.218
24.1
0.19
44.79
44.76
2
1
3
1.775
70.7
0.3
45.12
44.9
1
2
1
0.872
24.1
0.29
45.19
45.12
POND "B" LINK
STATISTICS- RCP, n=.012
LINK ID
UPSTRM ID
DWNSTRM ID
Q
LENGTH
SLOPE
INV UP
NV DOWN
13
14
15
12.55
25.9
0.15
43.34
43.3
12
13
14
12.55
111
0.15
43.51
43.34
_
9
10
13
9.63
100.6
0.06
44.37
43.76
11
12
13
2.93
124
0.15
43.94
43.76
8
9
10
4.96
22.8
0.15
44.4
44.37
10
11
12
2.68
23.6
0.15
43.98
43.94
m m
m C� 0'
r. � (`"' co- EXISTING GRADE
4c
22..
HYD
GRAD
UNE
NISHED
'LF OF
C900
100.61LF
C900
�
24' CID
24'
24' RCP
c4 0:15%
;j
t? 0.60%
_
40
0+Q0
(.D
DE
Ln
1 +00 1 + 25
Q
U
N
u
u
E
m
W
3
O
M
O t-,
V
Z �
V
Z
LCL u
w
W
i
u
N
W
a
U
Lij
T
N
I
1
6
5
4
3
2
I
1

8I b 5 4 3 2nor
1 HE = 50 LAI - -
366 SF D
a z o
1q0 OUTLET STRUCTURE DETAIL 6 z
z -
A77
Oro dOH LZ .30 NOT TO SCALE
.11 d1 EO [ D
I I /- rn N� \ BERM ! .Iq
i
[ D m� obi
ERRESTRI BE
u
���9.3 A I �C
ELF. 48.D5 ERR IA N TOP) n w
(^) 'T R RI BE (BOT) o0 00
v I i E. 6 ATIC 4'
AOU IC E N ( P) / CONTROL PIRG ELL aam 0 A H n 9 ELE. V
EL
H
E W _
• 4 i � �, DND BOTTON �
/ -^--�
�.O � V .fLE. 39 / �+ -
I¢i// ^+] U
G F ERR
EL 42.0
A ELE. 45.38 CIOi'
OJ NOTE: zk
A. 24• CMP (ALUMINIUM) RISER WITH SCREEN AND SCUM
BAFFLE TYP. 1,54 CONTROL PIPE AT 44.00. RISER INVERT ' l ♦ ♦ 3 W Q
r - ♦ _ _ _ / \' 39.00, RIM ELEVATION 44.75 SCREEN TO HAVE MINIMUM 4' X ♦ p� j
! ! 1 \ I♦ / �\ % 4' OPENINGS. CT / ♦ 3 r I'
30 /'� 0 0 ��0 B. 12' CMP OUTFALL INVERT 42.00, OUTLET INV. 42.00. a C w1
/ \ C. LEVEL SPREADERS TO EXTEND DOWN SLOPE. SEE LEVEL �m \*301 01 30' 6 901 Ta O M
\\ SPREADER DETAIL. H ":] er I
111 301 \� / / D. EMERGENCY OVERFLOW WIER-5' WIDE. INV POND 'A'= oC ♦ z ao
j ' 47.55. INV POND 'B 47.84 brr� 1 w/
11 __
E. 4' EMERGENCY DRAIN AT INV 42.00 W/ GATE VALVE. 'v r = h N
\ F. ANTI SEEP COLLARS ��� ~
G. 6' ABC STONE UNDER PAD. _ (� z H. 12' CONCRETE PAD 3' X 3'.CAST WITH CMP BOTTOM OF V z z
II �' CMP 6' BELOW TOP OF PAD.
POND I 6 RIP RAP 9' THICK, 3' ABC STONE WITH FILTER FABRIC "All
UNDERLAYMENT. V 1 uWJ
POND,A �ON�
POND NOTES: w - Q
)7 7) � a-
A•�. I}�T rp,,I ,SR POND „A„ GROSS DIMENSIONS 247' X 75' �" W
.R•orl TO O Cown YOI, TM RpRI RYLOMO
IV �
�CTION'A-A Tsa+ B-B LITTORAL SHELVES TO BE PLANTED WITH W
4 4NK[TIR:,. �1a4 d
WETLAND SPECIES SUCH AS THE FOLLOWING
"'R ► A aa A 1 ACORUS CALAMUS SWEET FLAG i n• • wtl
HYDROCOTYLE UM LLATE WAT R PENNYWORT) - --
R !'lEtl SE t'lAtl 7/0 - r so• wnc NARrm I..
� OonON or w1RA I -I - AUY a idol our Rnrrp �uonm
urr
.orz. SECTION 'A -A• '.' O'lIC
.:,n °,.T uTI I IRIS VERSICOLOR BLUE FLAG)
0 5 A CO R TACT IRIIRKRI �KMT4
- j m 120 ul
1•-111 GUTTER PLUMBING DETAIL �=�� �p/Vb S��- f LA.✓ S �� 62ozlP F/o�
R r INSTAL MANIFOLDT
TSYSTEM IN REAR (p ✓r �.�,(1%[, D % y�� �Y/ 7,6to
NIS1 IS S% /LL ,4S AfS/ 6,</�� �L - l%(.✓.✓ O� / /j�L� (�•�/��✓S ,`` � J��1�'%
►• •I PLAN VIEW a• OF BUILDINGS • � C/o y4L 0 .- Z-
GRI BASIN CASTINGS r:0
\\ SD 14-04 �/Rpl NI ifJ1[ • - Q
J.
SECTION 'A -A' '
o <
STANDARD MANHOLE RING & COVER I -Z;a Sg656 p
SD 14-02 = '. < �fJam• .,,,
NOT TO WAlf
///�•Ii�HAEL `�II^' TRASH RACK OF EXPANDED METAL W/ �CURB GRAD : - 0.625• ---- ---
11 MINIMUM OPENING LESS THAN !'.
G PVMT
- tP
11, I
'^ BRICK WALLS
3/4' CEMENT PLASTER
Level Soreader:
IrtAI SMDv NG NIG OF RATES W.
Desi n Flow = 13.51 cfs Entrance width = 16 ft
P Be USED ACC&DIMG TO WA PLOW. 35.7 275' g
Ali
y (TYPE •G'ITYPE •E't;YPE •F• 'm Depth = 0.6 ft End width = 3 ft 1'TLET
1.51 Length = 20 ft 4 ,b+0 41
SECTION - LL SECTION - MM WATER FLOW SAG WATER FLOW w A A . SECTION *A -A• H O
1' 36 DIA $ECI ❑N 'B-B' N
• MIN. ���+�.111 Q c
4 ° N �
PLAN l.y' 1 Z'
FRAME, GRATE ► MOOD ASS'Y Level Spreader •�,,,�
2• sccnON - B ` 1' Cross Section o EuaB ► currER Q
SECTION - PP LS• 0.62' SECTION - BB 2' PVC WEIR ntS AM
24 I �. 1.. ACROSS D 1,
WATER FLOW SAG WATER FLOW 1.73' VARIABLE' I
36 S
1.37.� 137• SECTION - AA UulMitl
K K t¢ ,\� TYPE -F' TYPE 'E' YP£ 'G' TYPE - E Rl°pIW N lQ j
SECTION - AA 11 i AISj[[D FLOW P1otR I V V T,n
ROV 1/16' HIGH _ 1'
6 ' ` b�4 z Q
3' SECTION - NN AISEED FLOW -111 .''I - - - - 'E 00
MIN 1 -
00
FRAME PLAN 6 , A 2.75• A OW I/16' HIGH - '�I I_I ITII IFIt �I' ��� 1� _
275• - uTLW iftal I0I I LLL-iL.L-�I Bwk01 "'-1-1L'-I� �T4EL#J' DEEP X 8. WIDE CCiNfRETE COPING C N
J 11-� I I II I I' 8' min I _ TTT 2, ALL CONCRETE TO 6E CLASS 'A• X
0.5. O II IrII -II�• ALL AROUND BASIN i:.:S'1NG � L c6
0. `P 3. FOR CASTING DETAIL SEE SO 14-03 ai .�, ENvT F
4� _ 2i2' V °
1. 75• 4.6 ' 6' m Ly a \ O
°J I .754.63' 1.7 I- 9' A .�.I.� Construction Specifications: ATCH BAS N b.0 m -- I
SECTION - RR 15" t75' Ly 1. The matting should be a minimum of 4 feet wide extending 6' over SO 2-01 •-., a
9' s• the lip and buried 6' deep in a vertical trench on the lower edge. NOT TO SCALE
U1j
HOOD ELEVATION p75' n5
9• 069¶- I s12• 1 LSD•k The upper edge should butt against smooth cut sod and be securely
- o �< SECTION 0.t9" la• 13 held in place with closely spaced heavy duty wire staples at least INLET0'7 1.30g lon CHANNEL
- JJ-• 19' 1
3-S' 75' TYPE - F 1-.Si-1.1 2. Ensure that the spreader tip Is level for uniform spreading Of TEMPORARY POOL ELE/ WATER QUALITY N
SECTION - KK 1. storm runoff. POND •A' - 45.38 P MQ=ar OUTLET
K;K14T� SECTION - AA 3. Construct the level spreader on undisturbed soft (not on fill). 3:i 5" SINUCTuRE
\ SEE DETAIL
4. Construct a 20-fOOt transition section from the diversion channel S+EEt 3
° ♦`�
SECTION - AA to blend smoothly to the width and depth of the spreader. 6: I
NOTE: USE TYPE 'E'.'F•,► •c• GRATE UNLESS K' S. Disperse runoff from the sprender across n properly stabilized 6 T LEVEL
OTHERWISE INDICATED -I Y
'2• PERNA MIT POOL EL N.Oa SPREADER
CATCH BASIN CASTINC FOR PRE -CAST TYPE - G slope not to exceed 10%. Make sure the slope is sufficiently smooth TERRESTRIAL ti' SEE DETAIL
SD 2-19 CATCH BASIN GRATE FOR PRE -CAST to keep flow from concentrating. BENCH WATER 6:1 ti1 _
NOT r0 SCALE SD 2-20 6. Immeadiatety after its construction, appropriately seed and mutch OAULITY ?� 390o ti
NOT TO SCALE the entire disturbed area of the spreader. AQUATIC INV _.
BENCH INV 42.0 /
Maintenance: 4200 }
I
1. Inspect level spreaders after every rainfall unt:t vegetation is
established, and promptly make needed repairs. After the area has
been stabilized, make periodic inspections, and keep vegetation in a
healthy, vigorous condition. FOREBAY AND POND SECTION ✓'JL
NOTE: NTSIr
1. POND TO BE SEEDED MTN BERWJOA GRASS
2. VEGETATED SHELF TO BE PLAN fEJ arm WETLANp SPECIES
SEE POND DII
g 7 6 5 4 3
2 1 _,
�::: �I:�.ro r�: yl�n nqn 3'14'^b'7 ^• 1 17 43 AM