SW8101117_HISTORICAL FILE_20110113

PERMIT NO.
DOC TYPE
DOC DATE
STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
SW8 IU 111-1
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
►1o1i3
YYYYMMDD

0A,
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H Sullins
Governor Director
January 13, 2011
Mr Thomas Taft, Sr., Manager
Compass Landing Apartment Homes, LLC
P 0. Box 566
Greenville, NC 27835
AND
Mr. Jackson L. Conner
Conner-W, LLC
PO Box 1838
Member Manager
Morehead City, NC 28557
Subject: State Stormwater Management Permit No. SW8 101117
Compass Landing Apartment Homes
High Density Commercial Wet Detention Pond Project
Carteret County
Dear Mr Taft and Mr. Conner
Dee Freeman
Secretary
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Compass Landing Apartment Homes on January 12, 2011 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 101117 dated January 13, 2011, for the
construction of the subject protect
This permit shall be effective from the date of issuance until January 13, 2021, 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.
Please be aware that it is the responsibility of the permit holder, Compass Landing
Apartment Homes, LLC, to notify DWQ of any changes in ownership and request an
ownership/name change for the stormwater permit However, please be reminded
that if the contract between Compass Landing Apartment Homes, LLC and Conner-
W, LLC is dissolved, cancelled or defaults, and DWQ is not notified by Compass
Landing Apartment Homes, LLC to transfer the permit, then the responsibility for
permit compliance reverts back to the property owner As the current property
owner, Conner-W, LLC must notify DWQ immediately of the permit ownership
change and submit a completed Name/Ownership form to DWQ within 30 days.
Otherwise Conner-W, LLC may be considered to be operating a stormwater
treatment system without a valid permit This is a violation of NC General Statue
143-215 1 and may result in appropriate enforcement action including the
assessment of civil penalties of up to $25,000 per day, being taken against the
property owner, Conner-W, LLC.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone [phone] FAX [phone] Customer Service 1-877-623-6748
Internet w✓.w nmaterquality org
n-
Noah Caroli na
An Equal Opportunity 1 Atfrmauve Action Employer

Permit No SW8 101117.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit This request must be in the form of a written
petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Christine Nelson, or me at [phone].
Sincerely,
Georgette Scott
Stormwater Supervisor
Division of Water Quality
GDS/ can S \WQS\STORMWATER\Permits 8 Projects\2010\101117 HD\2011 01 permit 101117
cc Ginger Turner, Stroud Engineering
Town of Newport Building Inspections
Wilmington Regional Office
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 101117
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
Compass Landing Apartment Homes, LLC
Compass Landing Apartment Homes
Old Fashion Way, Newport, Carteret County
FOR THE
construction, operation and maintenance of one (1) wet detention pond 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 January 13, 2021, and shall
be subject to the following specified conditions and limitations
I. DESIGN STANDARDS
1 This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2 This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.8 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 519,975 square feet of
impervious area.
3. A 50' wide vegetative buffer must be provided adjacent impounded structures,
streams, rivers and tidal waters
4 A vegetated filter strip is not required for this pond as it has been designed for a
90% total suspended solids removal efficiency.
5 The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans The built -upon area for the future
development is limited to 23,256 square feet.
6. 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.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 101117
7. 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.
8. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a.
Drainage Area, ?cres•
15.92
Onsite, ft :
693,300
Offsite, ft2:
none
b.
Total Impervious Surfaces, ft2:
519,975
On site, ft •
496,719
Future Onsite, ft2
23,256
Offsite, ft2.
none
c
Design Storm, inches-
1.5
d.
Average Pond Design Depth, feet:
70
e.
TSS removal efficiency.
90%
f
Permanent Pool Elevation, FMS.�:
185
Permanent Pool Surface Arei, ft
24,550
h.
Permitted Storage Volume, ft .
66,068
i.
Temporary Storage Elevation, FMSL:
20.8
j.
Pre-dev. 1 yr-24 hr. discharge rate, cfs•
2288
k
Controlling Orifice-
2 56" 0 pipe
I.
Orifice flowrate, cfs:
015
m
Permanent Pool Volume, ft3
158,512
n.
Permitted Forebay Volume, ft3:
28,532
o.
Fountain Horsepower
1/2
p.
Receiving Stream/River Basin-
Shoe Branch / White Oak
q.
Stream Index Number.
21-6
r.
Classification of Water Body:
"C"
II. SCHEDULE OF COMPLIANCE
1 The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2 During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
3. The permittee shall at all 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.
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
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 101117
5 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 is 1/2 horsepower
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
8. 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.
9. 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
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
Page 5 of 9

State Stormwater Management Systems
Permit No SW8 101117
13. it is the responsibility of the permit holder, Compass Landing Apartment Homes,
LLC, to notify DWQ of any changes in ownership and request an
ownership/name change for the stormwater permit. However, please be
reminded that if the contract between Compass Landing Apartment Homes, LLC
and Conner-W, LLC is dissolved, cancelled or defaults, and DWQ is not notified
by Compass Landing Apartment Homes, LLC to transfer the permit, then the
responsibility for permit compliance reverts back to the property owner As the
current property owner, Conner-W, LLC must notify DWQ immediately of the
permit ownership change and submit a completed Name/Ownership form to
DWQ within 30 days Otherwise Conner-W, LLC may be considered to be
operating a stormwater treatment system without a valid permit. This is a
violation of NC General Statue 143-215.1 and may result in appropriate
enforcement action including the assessment of civil penalties of up to $25,000
per day, being taken against the property owner, Conner-W, LLC.
14 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
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 101117
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
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 13th day of January 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 101117
Compass Landing Apartment Homes
Stormwater Permit No. SW8 101117
Carteret County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications -
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 101117
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
Town of Newport Building Inspections
Page 9 of 9

N
DWQ USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules- ❑ Coastal SW -1995
IKCoastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.)*
Compass Landing Avartment Homes
2 Location of Project (street address):
Access from Old Fashion Way and adjacent to US Hwy 70E
City.Newport County Carteret Zip:28570
3 Directions to project (from nearest major intersection):
From the intersection of Hwy NC24 and US70 take US70 W 6 25 miles to Nine Foot Road in Newvort Turn
left onto Nine Foot Rd and take first right onto Old Fashion Way, about 400ft from intersection. Protect
located approximately 0 4 mile at the end of Old Fashion Way.
4 Latitude:34* 47 40" N LonOtude•76° 52' 46" 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 number , its issue date (if known) , and the status of
construction- ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's cerhficabon
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
obtained by contacting the Customer Service Center at 1-877-623-6748)-
❑CAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control.19 ac of Disturbed Area
❑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 Version 07Jun2010
DE': 1 5
Page 1 of 1BY:--__�

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 the project):
Applicant/Organization: Compass Landing Apartment Homes LLC
Signing Official & Title Thomas F Taft Sr Manager
b.Contact information for person listed in item la above:
Street Address 2217 Stantonsburg Road
City: Greenville State NC Zip. 27834
Mailing Address (if applicable): PO Box 566
City Greenville State NC Zip 27835
Phone: ( 252 ) 752-7101 Fax
Email: ttaftoffice ftahoo com
c. Please check the appropriate box The applicant listed above is:
❑ The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
® Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on)
Property Owner/Organization: Conner-W LLC
Signing Official & Title:rackson L Conner Member Manager
b. Contact information for person listed in item 2a above:
Street Address:3332 Bridges St Suite 2A
City:Morehead City State NC Zip 28557
Mailing Address (if applicable):PO Box 1838
City Morehead City State:NC Zip:28557
Phone- (252 ) 725-3360 Fax.
Email.connermentor ftahoo.com
3 a (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title
b. Contact information for person listed in item 3a above
Mailing Address:
City: State Zip
Phone: ( ) Fax ( )
4. Local jurisdiction for building permits: Town of Newport
Point of Contact: Bob Chambers Phone # ( 252 ) 223-3733
Form SWU-101 Version 07Jun2010 Page 2 of 6
62010
BY:_-

IV. PROJECT INFORMATION
1. In the space provided below, hdefly summarize how the stormwater runoff will be treated.
Stormwater to be collected through a series of drop inlets with piping and ultimately discharging into a wet
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4 Total Property Area- 22.1 +/- acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+: 22.1 +/- acres
+ Total project area shall be calculated to exclude the followmR the nonnal pool of imppou�nded structures, the area
between the banks of streams and nvers, the area below the Normal HigghWater (NHW) lrne or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) Ime. The resultant project area rs used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) lrne may
be included m the total project area
8 Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 54.01
9. How many drainage areas does the project have? 1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10 Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area _
Drainage Area _-
Drainage Area _
Receiving Stream Name
Shoe Branch
Stream Class *
C
Stream Index Number *
21-6
Total Drainage Area (so
693,300
On -site Drainage Area (so
693,300
Off -site Drainage Area (so
0
Proposed Impervious Area" (so
1 519,975
Impervious Area" total
75%
Impervious" Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/ Lots (so
149,537
On -site Streets (so
0
On -site Parkin (so
309,835
On -site Sidewalks (so
37,347
Other on -site (so
0
Future (sf)
23,256
Off -site (so
0
Existing BUA*** (so
0
Total (so-
519,975
Stream Class and Index Number can be determined at: httpVlportal.ncdenr.orQ/web/wq/vs/csu/classifications
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parr VED
si eecoalks, gravel areas, etc. L
05Form SWU-101 Version 07Jun2010 Page 3 of 6�9'�IAN
_- -

,• 11. flow was the off -site impervious area listed above determined? Provide documentation. N/A
Projects in Union County: Contact DWQ Central Office staff to check f 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 htti).//portal.ncdenrorg/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from htM //portal ncdenr.org/web/wg/ws/su/statesw/forms docs. 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•//portal.ncdenr org/web/wq/ws/su/maps )
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from hhttp: portal ncdennorg/web/wg/ws/su/statesw/forms_docs.
7 ni Is
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 r14A
Form. (if required as per Part VII below)
3 Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
htW:/ /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 /.Yl/Arl—
receiving stream drains to class SA waters within'/s 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 numbers.
d Legend
e. North arrow
f. Scale.
g. Revision number and dates.
h Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k Existing contours, proposed contours, spot elevations, finished floor elevations.
1. 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) DEC Y 5 2010
Form SWU-101 Version 07Jun2010 Page 4 of 6
BY:

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify Y�J�
1 th Al tin
elevations in addition to depths) as well as a map of the boring ocations wi a exis g
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with -the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to venfy the SHWT pnor
to submittal, [phone].)
10. A copy of the most current property deed Deed book:Q51W 1345Page No. I y 28
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
hft://www.secretaKy.state.nc us/CorQorations/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
lift: / / 12ortalncdenr org/web/wq/ws/su/statesw/forms docs. Download the latestversions for each submittal
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: Ginger Turner P.E.
Consulting Firm: Stroud En mg eering. P.A
Mailing Address 107 B Commerce Street
City: Greenville State NC Zip: 28557
Phone:( 252 ) 756-9352 ext 234 Fax: ( 252 ) 756-2345
Email. [e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Informahon, item 2 has been filled out, complete this
sechon)
I, (print or type name of person listed in Contact Information, item 2a) Jackson L Conner , certify that I
own the property identified in this permit application, and thus give permission to (print or hype name of person
listed in Contact Information, item la) Thomas F. Taft with (print or type name of organization listed in
Contact Information, item 1a) Compass Landing Apartment Homes, 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.
Form SWU-101 Version 07Jun2010 Page 5 of
WED
7Y:___
C 1

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
riie, 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 penaa up to $25,000 per day, pursuant to NCGS 143-215 6
Signature ,/L/ R�fr Date- /Z�/fl
I, Notary Public for the State of /6f0N11( /O hE r, County of
do ereby certi that���f`1�! �iO:il� •���Y�Q� personally appeared
before me this ay of /L( Ave), and/anowledge the du ex ho of e application for
a stormwater permit. Witness my hand and official seal, _
EN At. Do
NOTARY m
O PU®LIC U
.y 2
011" V9 4 [elf Zb Wiroycl tv tw[Grawa]i l
SEAL
My commission expires 4-2(O 261
I, (print or type nam erson listen in Contact Information, item 1a) Thomas F Taft, Sr, Manager
certify that the informs n mcluded on this permit application form is, to the best of my knowledge, correct and
that the project will be con ucted in conformance with the approved plans, that the required deed restrictions
and protective covenants will bsrecorded, and that the proposed project complies with the requirements of the
applicable stormwater rules undeNkA NCAC 2H 1000, SL 2006-246 (Ph II - Post Construction) or SL 2008-211,
Public for the State of
do hereby certify that
before me this _ day of and
a stormwater permit Witness my hand and official seal, _
SEAL
My commission
Date
County of
personally appeared
the due execution of the application for
0EC 1 5 2010
Form S W U-101 Version 07Jun2010 Page 6 of 6

i

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
�a en (entity listed m Contact Information, item 1) dissolves their company and/or cancels or defaults on their
le greement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, plth operty owner As the property owner, it is my responsibility to notify DWQ immediately and submit a
cometed owner As
Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility withou valid permit I understand that the operation of a stormwater treatment facility without a valid
permit is a violatibq of NC General Statue 143-2151 and may result in appropriate enforcement action including
the assessment of civ enalties of up to $25,000 per day, pursuant to NCGS 143-215 6.
ure SignatDate
I, a Notary Public for the State of County of
do hereby certify th personally appeared
before me this _day of rid acknowledge the due execution of the application for
a stormwater permit Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
I, (print or hjpe name of person listed in Contact Infomation, item la) Thontas F. Taft, Sr., Manager
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 coven will be recorded, and that the proposed project complies with the requirements of the
applicable storm �er les under 15A N`�000, SL 2006-246 (Ph II - Post Construction) or SL 2008-211
a Notary Public for
dc&dreby certify that 1 h0ry-ta6
day of Dec r 6tr- , 2010 , and
ut. Witness my hand and official seal,
Date /aA( /10
State of NDA (2&"1fn1X, County of
BECKY M. LANE
My commission
personally appeared
State of
North Carolina

MEMORY TRANSMISSION REPORT
TIME :01-14-'ll 10:01
FAX NO.1 :910-350-2004
NAME :DENR Wilmington
FILE NO.
959
DATE
01.14
09:59
TO
: 8 912 527562 345
DOCUMENT PAGES
10
START TIME
01.14
09:59
END TIME
01.14
10:01
PAGES SENT
10
STATUS
OK
*** SUCCESSFUL TX NOTICE **
Sr.re oT North C.rollo.
Deparrmanr ov Envlronman[ end Na[ural Revou yeas
wu min¢[an R.¢mn.a omee
Bswry Euvir P.Muq C:overaor FAX COVER SFIEET
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From: D i4ro
Phony f9[0)796-72??
13'l G+N�n sl p�lvv Hatvn vino Wtlmin ¢In n. NC 28405 � (910)-196-7215 � An Pq usl OPPurtunl[y AT[5eniat�vC AC\�On Emp1oY«

MEMORY TRANSMISSION REPORT
TIME :01-13-11 16:44
FAX NO.1 :910-350-2004
NAME :DENR Wilmington
FILE NO.
952
DATE
01.13
16:43
TO
8 912527562345
DOCUMENT PAGES
2
START TIME
01.13
16:43
END TIME
01.13
16:44
PAGES SENT
2
STATUS
OR
*** SUCCESSFUL TX NOTICE
State o[ North Carolina
Oapartmvnt of Bnvtron man[ vnd Nvturgl [iavourcet
Wll minaton ReglonW Ofaee
Bsvvr[r Eovvs Pvr✓ra. Governor FAJ� COVER SFi)EET Ovw Frssm a... Saorvty ry
Date No. Pages (ezcl. cover)
To. From D 8
Co- Ph--. [phone]
Fax 1� Faz C9101350-2004
12-) CvrAin vl Orivv P_xtvn sionWnm�n g<o n. NC 38e05 � (91n) J96-J 315 � An p_q uvl Opponunny ARl�mvn ve ACt�pn 6mpl o)ro�

STROUD ENGINEERING, P.A.
107-B Commerce Street
GREENVILLE, NC 27858
(252) 756-99335j2h
TO NCJD(�_-N R
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
ILL44GG3 OCP 4 I�]�Ln ]044LQC�
DATE I I 'I Joe No 1 A / 4
ATTENT N
Ili/
RE
QSS
the following Items:
❑ Samples ❑ Specifications
COPIES
DATE
NO
DESCRIPTION
WVLS
THESE ARE TRANSMITTED as checked below,
❑ For approval
❑ For your use
❑ As requested
❑ For review and comment
❑ FORBIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED
If enclosures are not as noted, kindly notify us at on

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
107 B COI.IIERCE STREET
GREENVILLE, NORTH CAROLINA 27858
[phone]
January 6, 2011
Ms. Christine Nelson
NCDENR
127 Cardinal Drive Extension
Wilmington, NC 28405
Subject: EXPRESS - Stormwater Project No. SW8 101117
Resubmittal of Request for Additional Information #2
Compass Landing Apartment Homes, Carteret County
Christine,
Please find attached the information requested in your letter dated January 6, 2011 to continue with the
stormwater review:
1. During the submittal meeting it was discussed whether or not the design for the pool had
been finalized and if the pool layout would be included with this permit. At that meeting, it
was determined that the pool design had not been finalized and that the associated BUA
would be listed as future BUA and the pool area would only be shown on the plans as
"future". In the set of plans submitted on January 5, 2011, the pool area is no longer labeled
as future and the BUA is now defined. Please either label the pool area as future on the
plans or reallocate the BUA to reduce the future BUA accordingly in the application
documents.
The plans have been revised, removing the pool layout and replacing with a generic
area noted as Future Pool Area.
2. On plan sheet 5, please ensure the following information is accurate and consistent:
a. On the pond cross-section A -A, the outer -most baffle around the pond appears to
be set at an elevation of 19 on the forebay side of the pond and at 20.8 on the main
pond side. This outer -most baffle must be set no lower than the top of the provided
storage volume, 20.8 ft. Please revise this cross-section.
The pond cross-section A -A has been revised to reflect the plan view above this
detail sheet 5 of 13, allowing for the installation of vegetation around the
forebay to the temporary pool elevation of 20.&
b. The baffle separating the forebay from the main pond does not have to beset at the
temporary pool elevation. Only those baffles used to increase the flow path must be
set at the temporary pool elevation. If the forebay baffle is to remain at the
temporary pool elevation, please indentify a weir at the permanent pool elevation
107 COMMERCE ST. 102•D CINEMA DRIVE HESTRON PLAZA TWO
SUITE B WILMJINGTON, NC 284 151-A HWY. 24
GREENVILLE, NC 27858 [phone] RECEIVElJ OREHEAD CITY. NC 28557
[phone] [phone]
JAN 1 2 2011
BY:

PM1906 Compass Landing Apartment Homes
January 3, 2011
SW8 101117
The baffle separating the forebay from the main pond has been lowered back
to the permanent pool elevation of 1&5.
c. Several of the pond design details did not get updated with the latest revisions,
including the permanent pool details in the top right side of the plan.
The pond details have been updated to reflect the latest revisions.
ACT-xr ri C•I^'•'4Fit •T. U
Please let me know. if -you -need any additionalinformation or have any other questions.
Sincerely, I/ .•`:�ct� CARO r�•�._
Ginger Y. Turner, PE
SEAL
36970
4,�1'QFR Y. S,
Page 2
RECEIVED
JAN 1 2 2011
BY:

Q��
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
January 6, 2011
Division of Water Quality
Coleen H. Sullins
Director
Mr. Thomas Taft, Sri Manager
Compass Landing Apartment Homes, LLC
PO Box 566
Greenville, NC 27835
Subject: Request for Additional Information
Stormwater Project No. SW8 101117
Compass Landing Apartment Homes
Carteret County
Dear Mr. Taft
Dee Freeman
Secretary
The Wilmington Regional Office received an Express Stormwater Management Permit
Application for Compass Landing Apartment Homes on December 15, 2010 with
additional information received on January 5, 2011. A preliminary review of that
information has determined that the application is not complete The following
information is needed to continue the stormwater review:
During the submittal meeting it was discussed whether or not the design for the
pool had been finalized and if the pool layout would be included with this permit
At that meeting, it was determined that the pool design had not been finalized
and that the associated BUA would be listed as future BUA and the pool area
would only be shown on the plans as 'future" In the setof plans submitted on
January 5, 2011, the pool area is no longer labeled as future and the BUA is now
defined Please either label the pool area as future on the plans or reallocate the
BUA to reduce the future BUA accordingly in the application documents
On plan sheet 5, please ensure the following information is accurate and
consistent:
a On the pond cross-section AA, the outer -most baffle around the pond appears
to be set at an elevation of 19 on the forebay side of the pond and at 20 S on
the main pond side. This outer -most baffle must be set no lower than the top
of the provided storage volume, 20 8 ft Please revise this cross-section
b The baffle separating the forebay from the main pond does not have to be set
at the temporary pool elevation. Only those baffles used to increase the flow
path must be set at the temporary pool elevation If the forebay baffle is to
remain at the temporary pool elevation, please indentify a weir at the
permanent pool elevation.
c Several of the pond design details did not get updated with the latest
revisions, including the permanent pool details in the top right side of the plan.
3. The express additional information fee has been waived for this request for
additional information
4. Please keep in mind that changing one number may change other numbers and
require the calculations, supplements, and other supporting documentation to be
updated Verify all numbers are correct to ensure consistency in the application
documents
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 011C
Phone [phone]FAX [phone]CustonterService 1-877-623-6748 North Cvollna
Internet w rimaterquality org 1 J

Thomas Taft
January 6, 2011
Stormwater Application No SW8 101117
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 January
13, 2011, 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 email or fax your request
for a time extension to the Division at the address and fax number at the bottom of this
letter Please note that a second significant request for additional information may result
In the return of the project. If the protect is returned, you will need to reschedule the
project through the Express coordinator for the next available review date, and resubmit
all of the required Items, Including the application fee
The construction of any Impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215 6A.
Please label all packages and cover letters as "Express" and reference the project
name and State assigned project number on all correspondence. If you have any
questions concerning this matter please feel free to call me at [phone] or email
me at christine [e-mail]
Sincerely,
Christine Nelson
Environmental Engineer
GDS/can S \WpS\StormWater\Permits & Protects\2010\101117 HD\2011 01addinfo 101117
cc Ginger Turner, Stroud Engineering
Jackson Conner, Member Manager, Conner-W, LLC
Christine Nelson
Wilmington Regional Office
Page 2 of 2

Nelson, Christine
From:
Nelson, Christine
Sent:
Thursday, January 06, 2011 3 49 PM
To:
'Tom Taft', Ginger Turner, gyturner@gmail com, connermentor@yahoo com
Cc:
'Ronald Cullipher', Russell, Janet, Mike McCarty
Subject:
2nd request for additional info for Compass Landing
Attachments:
1011171an11 pdf
All,
A pdf of the 2nd request for the additional information for the Compass Landing Apartment Homes (SW8101117) has
been attached. Copies will also-be.sent.in the mail Please let me know if you have questionsi
Thanks,
Christine
Christine Nelson
Environmental Engineer
NC DWQ - Stormwater Program
Wilmington Regional Office
910-796-7323
E-mail correspondence to and from this address may be subject to the North
Carolina Public Records Law and may he disclosed to third parties

STROUD ENGINEERING, P.A.
107-B Commerce Street
GREENVILLE, NC 27858
LSITTVLSW W CT ° LfV@W0VV[rA1.
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
[phone]
TO
12vt-Uy���Ov�,
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑ _
DATE I
II
JOB NO
ATTENT N
VI S'Il Vt
RE
Lomyass
S)N8 to l l y'
is�yqoak4Cb
`is
❑ Samples
the following Items.
❑ Specifications
COPIES
DATE
NO
DESCRIPTION
O' n
vv I
'
0u
\
\e%IN Tf" vIiCJCJ
THESE ARE TRANSMITTED as checked below:
❑
For approval
• ❑
For your use
X_As
requested
❑
For review and comment
❑
FORBIDS DUE
REMARKS
COPY TO

G
\
u
G
J , _

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
107 B COMMERCE STREET
GREENVILLE, NORTH CAROLINA 27858
[phone]
January 3, 2011
Ms. Christine Nelson
NCDENR
127 Cardinal Drive Extension
Wilmington, NC 28405
Subject: EXPRESS - Stormwater Project No. SW8 101117
Resubmittal of Request for Additional Information
Compass Landing Apartment Homes
Carteret County
Christine,
Please find attached the information requested in your letter dated December 28, 2010 to continue with
the stormwater review:
1. On the wet detention basin supplement, please ensure the following information
is accurate and consistent:
a. Please identify the temporary pool surface area at the top of page 2.
Page two of the wet detention basin supplement is attached with the temporary
pool surface area (31,241 sf) identified.
b. The permanent pool surface area appears to be slightly different than presented in
the calculations.
Permanent pool surface area(24,550 sf) is now consistent in the application and
calculations.
c. The temporary pool volume listed on page land 2 are not consistent.
Temporary pool volume (66,068 sf) is now consistent on pages 1 and 2.
d. The permanent pool volume listed on page 2 does not appear to consider both the
main basin and the forebay.
Permanent pool volume listed on page two revised to reflect the total volume
(158,512cf) for both the main basin (129,880cf) and forebay (28,532cf).
RECEIVED
JAI 15 1111
107 COMMERCE ST 102-D CINEMA DRIVE BY: HEST ON PLAZA TWO
SUITE B WILMINGTON, NC 28403 1-A HWY 24
GREENVILLE, NC 27858 [phone] MOREHEAD CITY, NC 28557
[phone] [phone]

• PM1906 Compass Landing Apartment Homes
January 3, 2011
sW8 101117
2. Please re-evaluate the forebay design based on the following:
a. The sediment storage provided in both the forebay and main basin is not considered
part of the permanent pool volume. According to the signed O&M agreement, the
forebay sediment removal elevation is set at 14 and the bottom elevation is set at
13. The calculations indicate that the forebay volume includes the sediment storage
volume between elevation 14 and 13. Please remove the sediment storage volume
in the forebay from the forebay volume and permanent pool volume.
The information provided on the initial O&M agreement was incorrect, however
forebay depth has since been revised. The new depth is now represented correctly
on the O&M agreement for the forebay.
b. The forebay is required to be at least 18% of the entire permanent pool volume.
Based on the entire permanent pool volume (154,508 cf), it appears that the
forebay is too small.
The forebay has been changed to a depth of 7 feet from permanent pool to
increase the volume within the forebay.
Permanent Pool Volume = 158,512 cf
Forebay Volume = 28,532 cf
Forebay % of Permanent Pool Volume = 18%
3. Please demonstrate how the average depth was determined. Please note that when
using Option 2 to determine the average depth, the surface area at the bottom of the
shelf includes both the main basin and the forebay.
Proposed Pond Depth = Depth bottomthdfropondboMm = 7.75ft
Area at Bottom of Shelf = A bor Shelf = 22001 sf
(Forebay SA at Bottom of Shelf= 5694 sf)
(Main Basin SA at Bottom of Shelf16307 sf)
Area at Permanent Pool = A pe myoor = 24550 sf
(Forebay SA at Bottom of Shelf- 6153 sf)
(Main Basin SA at Bottom of Shelf=18397 sf)
Area at Bottom of Pond = A boryond = 15607 sf
r
Optiun 2: dav = [0.25x AN I _ jo-tf AnN _,h,•,, + A,,..; _ J ..•d Depth
Aprnn_+pnd l 2 �AFo, eheh. III
4. Please ensure the proposed impervious area listed in the calculations is accurate. The
parking area does not appear to be consistent with the information presented in the
application. Please also consider including the future impervious surface allocation to
prevent confusion.
All impervious information is now consistent on the plans, calculations and
applications.
Page 2 RECEIVED
JAN 0 5 2011
BY:�_

PM1906 Compass Landing Apartment Homes
January 3, 2011
SW8 101117
5. Please demonstrate on the plans how the clubhouse will be accessed and ensure the
additional sidewalk has been included in the impervious area.
A walk from the parking sidewalk to the clubhouse has been added as shown in the
attached plan. (100 sf has been added to the sidewalk impervious and removed from
the future allocation)
6. On the pond cross-section A -A on plan sheet 5, please ensure the following information
is accurate and consistent:
a. The outer most baffle around the forebay appears to be set at an elevation of 19.
The baffle must be set no lower than the top of the provided storage volume, 20.8
ft. The left hand side of this detail has the baffle placed correctly. Please ensure this
detail is accurate.
The baffle between the forebay and main basin has been revised and is now
shown to be constructed to an elevation 20.8.
b. The sediment storage available in the main basin is identified as 12", however other
documentation indicates that 15" of storage is provided.
Both the plans and documentation now indicate 15" of sediment storage within
the main basin. The bottom of the main basin is at 10.15 with the clean out depth
of elevation of 9.0.
c. Please identify the sediment storage provided in the forebay.
The Operation and Maintenance Agreement supplement has been revised to
reflect the proposed depth of the forebay and corresponding cleanout elevations.
7. Please submit a second copy of the plans. Only one set of plans was submitted on
December 15, 2010.
Two sets of the revised plans are attached with this submittal.
8. Please submit a $500 fee for the additional review required for this application.
Fee included with package.
Please let me know if you need any additional information or have any other questions.
Sincerely,
&J't4 j
Ginger Turner, PE
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Page 3
JAN 0 5 2011

.01, PM I�10(�i Co�A�S t�IDtNL�_—_-_
STROUD ENGINEERING, P.A
���-- � �-- —
Hestror Plaza Two
151 AHwy 24
'"f `I ��t, --- '"�--- - -- -
CAiCULA1 Eo t(r _ : n,e _ t 3 I
MOREHEAD CITY, NC 28557—
[phone]
SCALE _ J
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Compass Landing Apartment Homes
:• �Q �"'a
Stormwater Detention Pond -Design -
- '� �?;°;�� N�•'����,'
U`
Tract Ac(eage - - -
320939.4393 SF
Drainage Area =
693,300 SF
- Drainage to SA -Waters = - -
- Si5 INCH -
FilSdng Impervious = . _ - _ . -
- - --
0 SF
-
Progesed ImTerviou`-Ilea
Buildings= "-_ - . - ' -
149537 SF' -
-_
-
DrNe/P,arking= -
- 309835-SF
"
Sidewalks =
37347 SF
Total = -
496719 SF
%lmpervous'= - - - --
- - 71.65%
Design %Impervious=. -
75.00% (USE FOR DESIGN)
Future Miscellaneous =
23256 SF
Total Proposed Impervious =
519975 SF
Use 7.0'deep pond with 9D%TSS removal
(See SA/DAChart).
SA/DA=
3.15%
Minim:.. Rea+dred Permar� -t Pj; Suace rfArea
21839 SF SAIgD=(SA/DA)(DRAINAGE AREA)
Minimum Req'dSA®PprmanentPool=
SA Provided'- ' - -
i
245SO SF - -
-
1yr-24hr Precipitation =
3.64 IN
- lyr-24hr Intensity
- S.75 IN15EC
. Pre-develaoment
c w.a.vabonrN=
0.25
q q.e«xoo=
22.98
Pos"evelaoinent
Rv"= -" - "
0725
c o .....e=
0.77 -
-
q �,+•r�, =
59.49
Minimum Reauired Storage Volume
Volume 1-1/Y rain event=
62830.3125 CF
Volume Provided = _ 66M CF
RECEIVED
JAN 0 5 2011
BY:

STROUD ENGINEERING, P
Hestron Plaza Two
t51 AHwy 24
MOREH'&D CITY NC 28557
[phone]
A. ,•.,r�Ml�,a�—CG�Ps4-ss
-— — 1
mire UJ_.1-•{`—,"....— "--DnTt----
v`'i ` --- --- -- --------- 7--ats191t£tiSNr.—
dd�(iA GAPr0
O' `'rSStj�-.9
y
COMPASS LANDING APARTMENT HOMES
. Q `
c. L
Volumes
$
Pond
13343
A�-`._M'-,.-C-:+ni`i;;"=^;Ys"rE:,s":lit.:"?'-t:t;:'-;.--``'"`?:k=;;.Y`-k:!.r"'.`;=.`�¢:
Elevation
Seetlon
SA•SF
Av .SA
HL
VOL CF
ii. it•�`••y
1850
Permanent I
8153•r,
0 50
2962
18 00
Bottom of Shelf
5694
- - - --
5399
100
539
17.00
Contour
5103
--- -- •-- -
- -
4824
1,6D-
4824
18.00
Contour
4545
. - -
4282
100
4282 --
18.00
Contour
4018
3771
-too
3771
12.00
Comour
3523
- -
3291
100
1 3291 '
13.00
Contour
3059
- -
--- —
2742 -
-1 OD-
2742
12.00
Contour
2628
- --
-
2626
0 so'
- 1293
1150
Fo rebay Bottom
2424
_ - -, _- _ - ._ -
Total VoP'
28532
��.��� ��i�"�'�3.w-�.,' .;:n �'y� - .ie. uuu• •�.n.,=... ..c.M, u `a.:. .a<".
-EMvatlon
-Section
SA 5
Av SA
- HL -
Vol.
=1 842�
:Sa
1850
Permanent pool
18397'•
4sd6de5'
17352 1
_bet
-
6878
1800
eottam of —Shelf
16307
16867
100
15957
1700
Contour
16607
15607
1.00-
15807
1600
Contour
15607
' 15607 -
1W -
16607-'
1500
Contour
15607
15607
100
15607 -
1400
Contour
15607
15007
100
15807
13.00
Contour
15607
•
15607
1 00
15807
12.00
Contour
15607
_
- 15607
100
15607
11 W
Contour
15607
15607
: 0.75
-11705 -
10 25
Maln BmIn Bottom
15607
Total Vol.
128980
Permanent Pool Am -
Perinanem Pool Volume =
Forebay %of Permanent Pod Volume=
Depth =
Surface Anse at 5 Mm of $4e8=
Surface Area at Permanent Pod =
Since &ea it Bottom of Pond =
Average Depth = ~
Volume at Top of Shelf =
Volume at Bottom of Shea =
24550.00
158512 CF (Mein Basin +Forebey)
10.00%
7.75
22001
24650
15607
7.10
Calculated using Option 2 rn BMP Manual
139B25
CF
121304
CF
RECEIVED
JAN 0 5 2011
BY:

I
,A
STROUD ENGINEERING. P.A.
Hestron Plaza Two
151 A Hwy 24
MOREHEAD CITY NC 28557
[phone]
Stoma evolume re-uirod - - - 62831 CIF
nli VI AMD PV DAl
HEC
GA
�3Sj0 ti,9 ;
.y
S2.AL
13343
lon
Av . SA
HL
Vo4 CFem
1-
24550 -
26116
0 50'
13058
=20,D0
r Shah
27882'
'"
288S9
100
28659
our
29638-
30439
080'
24351
tour
' 31241
"
Total Vol.
66068
.•.`S"'k 9 x.,+,:,E. '+TY'�.~r'�t.b��riu?x'2i;3.:U:�i-t".'.v,�F,.y�'�l�+r7a'-x�A-'-4;y�;��,.iµ'42w'�2MT:a_^� i'
RUNOFF CALCULATIONS
RATIONAL METHOD: Q-CIA
RETU RN PERIOD:
Tc:
- INTENSITY: - RUNOFF COEFFICIENTS.
MANNINGS COEFFICIENT'
DRAINAGE AREATO SEDIMENT POND =
Q1ani=
DISTURBED AREA=
SEDIMENTRATE-
REQUIRED STORAGE VOL=
PROVIDED STORAGE VOL=
-REQUIRED SURFACEAREA -
PROVIDED SURFACE AREA -
10,YEARS
5 MIN.
8.78-IN/HR 1OV
0,25 (PRE -DEVELOPMENT)
042 BARE EARTH
827640 SF
19.00 AC
4171 CPS
19 ACRES
3600 CF/ACRE
68460 OF
158512 CF
18142 SF
24550 SF (PROVIDED AT 185 CONTOUR)
"USE FOREBAY AND PORTION OF MAIN BASIN AS SEDIMENT POND DURING CONSTRUCTION AND CLEAN TO DESIGN
STANDARDS ONCE DRAINAGE AREA IS STABILIZED
i2effi 7EIVED
- + JAN 0 5 2011
rJ

STROUD ENGINEERING, P.A.
Hestion Plaza Two
151 A Hwy 24
MOREHEAD CITY NC 28557
[phone]
2-
Required Volume to Store =
Permanent Pool Elevation =
Calculated 1.5' Storage Elevation=
lyr-24hr orifice Elevation =
Elevation Head (H.) =
% (2-day flowrate) =
0s S-day flowrate) =
A=W(Q2gHa11' ,
use 2-9/16" diameter orifice
e C.
Z
i`
152831
19.50
20.80
•``•_...... `ii
. 20.80 (next outlet above required 2-5 day orifice)
0.767 FT
(based on 1/3 per BMP Manual)
0.364 CFS
0.145 CFS
Ai�t'0.086 FT' - 12.42JN2
_ - Diameter- _ '3,981N
A9 = 0.034 FTt 43TIN2
Diametir 7 2.521N
Area 2-9/16" =
4 (2-9/16" flowrate) =
Approximate Time=
5.151N2 0;0358'FT�
0.1509 CFS
4.82 DAYS
RECEIVED
JAN 0 5 2011
BY:

STROUD ENGINEERING;, P.A
Hestrcn Plaza Two
151 A Hwy 24
MOREHEAD CITY NC 2n55'
(2521 247-7479
NO
RY
SCnLk _. ,lYdddi a
O
13343
_ Stage -Storage, Relationship 777
COMPASS LANDING APARTMENT HOMES-•�.,'I <s {4107
`ICS= 2700452
(6)
(Z)
Accum
Z
Contour
Vol.
Stage
In S
- 'In Z
lest.)
18.5
0
'0
0
0
0
19 -
=3124130453'99
13058'
05
9.48
-0.69
0.51
20
41717
1.5
10,64'
041
1.50
21
1 72156
2.5
11.19'
0.92
250
Drainage Area= 693300
•
- 35.91fi ac
-
POST -DEVELOPMENT
Intensity (POST -DEVELOPMENT) tc =15min
1yr-24hr=
5.75 in/hr,
10yr-24hr-
8.78 in/hr
Precipitation Depth
lyr-24hr--
- 3.641n
10yr-24hm
6.93 In
PRE -DEVELOPMENT
POST -DEVELOPMENT
Existing Impervious,
Proposed Impervious Areas
- Buildings = : -
-D sf -
-Buildings -
149537 sf -
Parking/DrIves-
0 sf
Parking/Drlves=
309835 sf
Sidewalk= -
-
05f
Sidewalk=
37347 sf
Total
OA00 ac
Future Mlsc =
23256 sf
_ _=_
0.D0%
Total=
11937 ac
Existing Pervious-
15.916 ac
75.00%
100.00%
Proposed Pervious=
3.979 ac
c=-
0.25
25.OD%
c =
0.78
_
Q,n,Hm=
2288
cis
59.49. cis
Q10,=
34.94
cfs
Q1err24k=
10830 cfs
CN=
74
CN=
92
S.
351
5=
0.87
Runoff l-yr=
3071n
Runoff l-yr-
2-771n
Runoff 10-yr=,
13.361n
Runoff 10-yr-
5891n
Tp1-yr-
32.7 min
Tp1-yr
94.3mn
-Tp 10-yr
min
-866
TP 10-yr=
-38.2 min
RECEIVED
JAN 0 5 2011
J`cT

5TROUD ENGINEERING, P
Hesiren Plaza Two
151 A Hwy 24
MOREHEAD CITY, NC 28557
(252) 247-i 479
rn�tPns s lt_tyDIAL> -- -
,-LEI �: 1 Vts
L t ✓
Compass landing Apartment Homes
Pond Routing-lyr-24hr
Cap drilled 2.9116•• 12-SCHOO PVC
Tpe 32.7' !1 Orifice dle. 2.6625 #2 Orifice die. 12A
Opa 69.49
i
q� r :" JJliJili '°'s
r/Welt
l lit)
. ittY dilis aan
Weir Elevation 2210
Time
(min.)
0.00
---1-
T/ip
.OAO
-0A3�
inflow
Ids)
OLD
-- 0.14
5[or
(d)
0.00
4:11
C.Stor
- (d)
0.00
4.11
Stage
' (h):
000
'0.00"-
Elev.
tilt.)
1850
1850
Oud ml
-(ds)
0.00
0.00
Oulflow2
(d51
000
OLD
Oudlaw 3
Ids)
OAO
000
Total
'outflow
0.0000
OA000
2
•0.06
055
20 50
24 61'
0.00 1
18.50 1
0.00
0.00
0.00
0.0000
3
' 0.091
122
53.14
77 75 .
OLD
18.50
000
0.00
OLD
0,0002
4
_O.12',
2.17_
,1.01,71
179.45'
. 0.01
3.8.51
OLD
r. 0.00
0.00
� O.ODD5
. _
5
.
'0.15•
336
165.76
345.21
002
: 52
600
0.00
000
�OM13
- 6 -
7
- 0.18;-
0.21
4.80
6.47
�244.69--
'337.77
r--589.91-
927.67
• 0.03-
0.04
1853 -
18.54
0:00
0.01
000
OLD
0.00
OLD
0.0027
•OAO$0
-" 8
''0.24i-'
' 835
- 444.10-
;-- 137177
"0.06-
- 18.56--
0.01 _ '
1-0.00-
0.00
0.0087
9
•0.27;
1043
562.70
• 1934.47
0.09
1859
0.01
OLD
0.00
0.0141
10
0.31
22.68
692.44
2626,90
0.11'
1861
0.02
0.00
0.00
0.0236
. Ill
0 34,
- 15.10-- -
_ 832.09
3459.00
-0.15
. 18 65,
0.03
0.00
0.00
-• 0.0318
12
037;
17.65
980.35
4439.35
0.19
28.69
005
0.00
0.00
'0.0450
-13 ''
- 0.40 -
20.31
113"1
-557516
' 0.23
18.73 -
0.06
040
OLD
`0.0619
' 14
0.41
23.0.5
129740
697216
0.28
18.78
0.08
0.00
0.00
0.0830
SS
0.46'
25.Sfi
1462A0
8334.56
0.33
18 S3
0.11
0 00
000
0.1097
' 16
0.49
2970
1630A4
9965.00
0.39
18.89
0.'14
0.00
0.00
' 0.1395
17
0.52
31.56
1799.53
1176453
. OA6
18.96
018
0.00
0.00
'0 1760
18
-0.55• -
'- 34AO
- 1968.06--
13732,60
- 033 -
19.03-
- 0.22
- 0.00
0.00
= 0.2185 -
19
OS8,
37.19
2134.45
' 15867.05
0.61
19.11
0,27
0.00
OLD
0.2674
' 20
0 fit
- 39.92- -
2297.11'-
f- 18164.16
0.69 -
19.19
032
0.00
0.00
" 03230
21
:0.641
4X55
2454.50
20618.67
' 0.78
19.28
039
0.00
0.00
� 0.3856
_
22
0.67•
45.06
2605.13
23223.79
087
19.37
046
0.00
0.00
OA555
. •_23"
.0101
47,43
274755
2597135 .
096
. 19.46
0.53
0.00
0.00
05326
24
; 0.73
49.64
1880.42
28851.77
1.06
19 56
0,62
0.00
OLD
06169
=25 -
.076
-'- 51.67
3002A7
31854,24
1.17
19 67 -
0:71-
000
040
0.7086
26
:0.79,
53SO
311253
i 34966.77
' 1.27
19.77
0.81
000
OAO
0.8072
-27-EL.47
82,
55.10 -""
3209.55
3817612 --
'1:35-
-19.88
0.91
' C.00
0.00
0.9127
28".
56.48
3292.59
. 41468 91
_ 1A9
19 99
1.02
000 -
0.00
1.0246
2989,
57.60
3360.86
44829.77
1.60
20.10
1.14
0 DO
0.00
1.1426
30921
5947
3413.68
48243.45
172
20.22
1.27
0.00
OLD
1.2661
: 3195;
.
59.08 _
345054
51693.99
1.81
20.33
1.39
0.00
0.00
11.3945
3298
59.41
3471.07
55165.07
1.95'
20A5
1.53
OAO
0.00
1.5272
33 -01-
-59AS -
-3475,05
- 5VAO.11
' 2.06
- 20.56-
1.66
0.00
OLD
1.6634
' 3404'
59.26
3462.40
62102.51
2.17
-20.67
180
0.00
0.00
1.8024
--as
07
5&78
3433.22
65535.73
, 2.29
20.79
1.94
910
0.00
11.0433
3610-,
5&03
2841.75
68377A8
2.39
20.88 _
2.06
966
0.00
1171V
3713i
57.02
2748.37
713.25.85
2A7
20.97
2.28
W 20
OAO
'123826
3816�
55.76
264033
�• 73766.18
-2.55
21.05
229
10.74
0.00
'13.0301
3919'
54'26
251856
76284.74
263
21.13
2.4D
1125
0.00
13.6565
40
.22 -
-52S3 '
2384.10'-
79668.85
- 2.71•
-21.21
2.51
11.75
OLD
'14.2571-
41.25
52,08
228289
80951.74
2.78
21.28
2.61
1223
0.00
14.8390
4228
51.64
2221.27
83173.01
2.85
21.35
2,71
12.7D
000
15.4115
43
.31,
49 45
2107.79
85280.80
292
21.42
2.81
1315
0.00
35.9604
4434'
4735
1946.09
87226.89
2.98
21A8
290
13.57
0.00
16.4720
- 45
- 137
1 45.34
1792.10
89018.99
-3.04
21.54
298
' 13.97
0.00
1 16.9472
46
1.41
1 43.41
1645.53
90664.52
309
2159
3.06
' 14.33
0.00
1 17.3870
rZ'�CEIVED
JAN 0 5 2011
73Y:

STROUD ENGINEERING, PA.
Hestron Plaza Two
151 A Hwy t4
MOREHEAD CITY NC 28G5!
[phone]
z
_..---G „NN A y 14 ��.
ii
47
144,
4L57
150610
9217062
314
2164
3.13
14.66
"' '0 Od
d77922.-
39.80
-137354
9354416
'-3.18
21.68
3.20
1497
000,-
7.Si1642
49 '
• SSO•
38:11
1247.58
94791.73
3.22
2172
3.26
15 25
000
18.50 88
-- 50 '`i33;
-
36.49
1127 95
95919 68
3 26
21.76
3.31
15 50
0.00
18 8124
51
1.56�
34.94
1014.39
9693408
3 29
2179
336
15.73
0.00
190912,
52
1.59.
33'A6
906.67
97840.74
3.32
21.82
3.40
1594
0.00' -
193414
. 53 ;
1.62
32.04
804.52
98645.26
3.55
2185
3.44
16.32
0 00
19 5 42
-54
1.65,
30.68
707.72
9935298
337
2197
3.48
16.28
0.00
19.7607
"=55
L68.
= 2938
'616.03
99959,01
339
21.89
351
1642
0.00
-199323
56
1.71
28.13
529.24
1 100498.25
1 3AO
11.90
1 3.53
16 55
000
200800
57
1.74;
26.93
447.12
1 10094S 37
3.42
21.92
3.56
16.65
0.00
20.2051
58
' 1.77'
25.79 -
_ 369 48
101314A5
3 43
2193
_ 3.57
1673
000
20.3086
59
1.80
_
24.70
29610
101610.95
3.44
8.94
3.59
16.80
000
20.3916
60
1.831
i3.65
226.81
101837 76
3.45
2195
3.60
1686
000
20.4559
61
1.86
22.64
161 11
10199917
3.45
21.95
3.61
16.89
0.00
20.5007
-•62-"i
"' ;1:99; -
" 21.68- -
- 99.72
102098.89"
' 3.46
2L96
- -361--
-1692
- 000
20S287-
NMI
64'
196
19.89
-13.19
102127.27
3.46
21.96
3.61
16.92
0.00
20.5367
65 199
19.00
-64 74
102062.53
3 4S 21.95
3,61
1691
000
20.5185
63
1,9z 2�.1b U1.5} 102JUD.'�lo 3.kb 21�Ib 3b I Ib�3 O aO 20S'{d�{
r-GRIVED
JAN 0 5 2011
TS7.

STROUD ENGINEERING, P.A. SHEET NO l2 Of t
Hestron Plaza Two DATE
3 li 124
151 A Hwy. 24 CALCUL IED BY
MOREHEAD CITY,,NC 28557 CHECKED BY DATE 1
[phone] SCALE
�ti spPr
s= v
P-(N C,Af`r, vdv°i
u,3
m
Fi
WE
FArr
co
y
v
o
O
O
O
LL7
CO
C
! i
0
Lo
R
0
It
M
...
Z
M
W
P
C!)
N
0
N
Lo
O
CO
0
N COO Lo v M N O O
: CFIVED I
JAN 0 5 2011
i
T3Y:�--

STROUD ENGINEERING, P.A.
Heston Plaza -two
i 51 A Hwy 24
M0REHEAD CITY NC 28557
[phone]
---
i3 --
l
SIN-CflCG n` 9.i f. tD_Yy411�I
SCALE
Compass Landing Apartment Homes
Ports Rout1ng-10yr
Cap drilled 2-9116" 12'WH80 PVC
Tpa ;38.2 010fice dia. 25625 Office din. 12
Qp = 168.30
133A3 �4`
#3 Weir
Il56 .r, E�•�a�
i `•v'J•Y........... 1
Weir Elevation 22.10
-Tune
(min.)
0
- 1
I
4
5
6
7
8 •
' 9
-""10-'--
'Yl
T/ip
0.00
•0 03
005
"0.08
0.20
' 0.13
:0.16•
O1B;
- 1021
'02A•
-0.26�
' 0.29'
Inflow
(cls)
0.00
0.18
0.73
184
2.90
4.52
6.46.
8.73
11.31
14'.17
- - 17.31
20.70
' Stor.
(d)
0.00
5.49
27.43
71.15
136.35
222.58
329.24
455.59
'6W73 -
'763.67
943.25--'
1138.21
C. Stoll
(d)
0.00
5.49
32.92
104.07
240.42
463.00
792.24
1247.82
1848.56
2612.2.2
`3555:47
4693.68
Stage
(ft)
0.00
- 0.00
0.00
' 0.01
0 OS
0.02
0.04.
OA6
- 008
011
_0A
0.20
Elev.
lft.l
Ism
18.50
18.50
18 51
18.51
1852
-18.54
18.56
18.58
18.61
1845
18JO
'Outflows -
(ds)
000
0.00
0DO
0:00
0.00
0.00
0.00-
0.01
OAS
O.02
0.03
0.05
Outflow2
(lls)
000
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Outflow3-
(chi
000
0.00
0.00
0 00
000
000
0.00
0.00
0.00
0.00
0.00
0.00
Total
'Outflow
0OWO
0.0000
7.0000
- 0.0002
0.0008
0.0019
.•O.0040
'00076
0.0132
.0'0214
•b.0330
' 0.0487
12
0.31
2431
1347.19
6040.87
025
18.75
0,07
000
0.00
0.0693
-13 :-
'''0.34.
.28.12.
-1568.71
760959
031
19.81
0.10
0.00
OAO
0.0957
14
' 037
32.11
1801.23
9410.81
0.37
19.87,
0;13
0.00
0.00
01288
35 -
-039.
36.25
-2043.09-1
11453.90
0.45
1895-
017
000
0.00
'0.1695
16
OA2'
40.51
229259
13746.49
0.53
19.03
0.22
OM
0.00
0.2188
17
OAS
44.86
2547.99
16294A8
0.62
19.12
0.28
0.00
000
0.2775
I8
10.47
49.28
2807A7
19101.95
1 072
19.22
0.35
0.00
OAO
:0.3466
19
O.SO
53.72
3069.20
1, 22171.14
1 083
19.33
OA3
0.00
0.00
OA269
20- -
- OS2• -
- 58.17 -
-333193­
25502.47
1: 0.95
19.45
0.52
am
0.00
•05192
21
055
62.60
3592.01
2909449
1.07
1957
0.62
0.00
0.00
0.6242
- -22-"`
058: "-
66.96
3949.40 -
'- 32943.89
-I.20
19 70'
0.74 - -
0.00 -
0 00' '
- 0.7427
23
0.60•
71.24
410L67
37045.55
1.34
19.84
0.88
0.00
0.00
0.8751
24
0.63
75.41
'4347.03
41392.59
IA9
19.99
1.02
0.00
am
:1,0220
' 25 : -
0.65,
79.43
459335
45976.33
1.64,
20.14
118
0.013
_ 0.00
1.1837
26
' 0.681
83.28
4810.13
50786A6
180
20.30
136
040
0.00
13604
•27
.0.71
86.93
5024.58
55812.04
+ 197
20.47
SS5
OAO
0.00
1.5523
.28
, 0.73
90.36
522556
61036.60
• 2.14
2064
1.76
0.00
000 '
1.7593
-29 --'
*0.76 -
9355 -
5411'63
66449.211
2.32
2082
1:98
9.28
0.00
11.2589
30
0.79
96A7
5024.81
71473.04
. 2A8
20.98
2.19
10 27
0,00
12A672
31
0 81'
99.10
511888
76591.92
2.64
21.14
2.42
1132
0.00
13.7335
,32
,0.84
IOL43
51.9L78 -
-81783.70
- 2.81
21.31-
2.65
12AO
0.00-
-:15.0527
33
0.86.
103.44
5242.79
87026.49
2.98
21.48
2.89
13.53
000
26.4I91
'34- -
-0119,
105.11
5271.37
92297.86-
3.15
21.65'
3.14
14.69
000
17.8266
35
0.92'
106.44
5277.16
97575.02
3.31
21.81,
3.39
15.88
000
'19.268D
36
.0.941
107A2
5259.95
102834.97
3.48
2198
3.65
1709
0.00
207360
37
0.97.
_108.04
5219.74
.10805.4.71.-
3.64
2214
3.91
1831
1.65
,23.8775
38
0.99'
108.29'
5057.37
113112.08
3.80
2230
4,17
1952
16.88
40.5672
- 39- -
'1.02-
308.18
4060.19
117172.27 -
3.93
22.43
438
20.51
35.13
60.0216
40
1.05
107.70
2875.18
120047.45
4.02
22.52
4.53
21.22
50.48
76.2231
41
L07
106.86
- 186353
-121910.98
409
22.58-
- 4.63
21.68
6135
87.6585
42
1.10
105.66
1116.27
123027.25
4,11
22.61
4.69
2L96
68.19
948351
'43
1.13
104.12
603.41
123630.66
4.13
22 63
4.72
22.11
71.98
98.8122
_44.
46
-1.15-
�1,20'
._ 102.24 .
9751
.26L92
-121.29
12389258
� 123605.62
4.14
4.14
. 22.64.
22.64 -
4.73.
- - 4.-73� -
i 22.17
--22.35-
73.55
- 73.10
1004594
99.9779
47
1.23'
94.70
-23253
123573.D9
413
2263
4.72
22.09 7162
9&4299
48
,1.26
9438
-233.64
123339.45
4.12
22.62
4.71
22.03 70.15
96.8644
49
1 1.28'
1 94,05
-160.19
12317916
412
22.62
4.70
21.99 69.14
95.8306
A
ON
Wto
O
U
z
45, - 1.I7 • loo.c3 34'33 u3q)bJ0 ,LuLi 7Zk4 y.14 u't8 13.-0 lovI`f`j w

STROMENGINEERING, P.A.
Hestron Plaza Two
'151 A Hwy. 24
MOREHEAD CITY, ,NC 28557
,(252)-247-7479
T
SHEET NO I !1 OF
CALCULATED 8Y '+-+t I"tr DATE
CHECKED 8V DAM
SCALE
� opnotlZe,,
' clSSiol,q%
\
I I
`
I •
I
\j\\\I i
I I
1 j
i
I
I I
I
i I
I
i
i
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N O a00 to7 t0`1 O
A
(513)0
Lo
jid O
U Z
a W

O10 FLOWS
DRAINAGE AREA#
DRAINAGEAREA(SF)
DRAINAGE
AREA (AC)
PARKING
SIDEWALK
BUILDINGS
IMPERVIOUS
PERVIOUS
C
INTENSITYIp(Iu/H6)
014(CFS)
Al
10134
0 233
8781
1
1 8781
1353
0 863
878
1.76
A2
34438
0 791
21815
1660
5300
28795
5643
0.843
878
585
8
4676
0107
4158
90
0
4748
428
0891
878
084
C
52175
1 198
14225
4421
7607
26253
1 25922
0 627
878
659
D
28495
0 654
11659
2432
5071
19162
9333
0 737
878
4 23
E
25354
0 562
11622
2618
5240
19480
5874
0 799
8.78
409
F
27963
0 642
14111
3057
5240
22408
5555
0 821
878
463
G
23GOS
0 51.
15G4a
312
5240
21200
2485
10882
878
1 4 21
H
45796
1 051
12868
1945
14850
29663
16133
0 721
878
666
1
25191
0 578
10120
2195
5071
17386
7805
0 749
8 78
380
Jt
19030
0437
1G244
855
5136
16235
2195
0855
878
328
J2
10594
0 243
0
0
10584
10584
0
0.95
8.78
203
K1
15787
0362
9767
fi91
2536
12994
2. 87
0 835
878
266
K2
21636
0 497
0
0
21636
21636
0
0 95
8 78
4.74
L
10832
0 249
8392
716
0
9608
1224
0 877
878
191
M
19641
0 451
9841
1106
5240
15987
3654
0 829
878
328
N
31191
0 716
15228
I D03
7350
24481
6710
081
878
509
O
39873
0 915
16970
2260
9440
30670
9203
08
878
643
P
37702
0 866
14185
1737
10975
26897
10805
0 764
878
580
0
10856
0 249
6234
535
0
6769
4087
0 705
6.78
1 54
R
11384
0261
7436
0
0
7436
3948
0725
8.78
166
5
6070
0 139
3900
0
0
3900
2170
0 718
878
088
T
24656
0 566
11903
1776
2594
16273
8383
0 729
878
362
U7
50267
1 154
24125
3979
10376
38480
11787
0 798
878
808
U2
7938
0 182
0
0
7933
7938
0
0.95
B 78
1 52
V
11DOI
0253
5484
7057
264b
9187
1814
0843
8.78
187
W
7699
0.177
6850
395
7245
a5i
0 912
8 78
141
X
39547
1 0 910
1 115/
1 1487
1 1600
1
688
PIPES
PIPE
DRAINAGE AREAS
D CFS
PIPE
DRAINAGEAREAS
O CFS
1
Al
176
18
O•P•O•R-J2
17.47
2
Al.A2
762
19
o•P•o.R
1544
3
Al-A2•B
846
20
R
166
4
Al -A -B-C
1505
21
o-Pro
13.78
5
AlA'-B-C-D
19.29
22
0..
1223
6
Al-A-B•C-D•l
2309
23
0
643
7
AHA2n0rUDa•KSrK2
2989
24
R•At•H•C•F+E.O•P•O•R•J2
4542
B
A1•A2•B•C•0•I•Kt•K2•l
31 80
25
N•4•H•G•F•E•0•P•0•R•12•J1
48.70
9
N
509
26
Nt.U2.S.T.V.Wx
7427
10
n•14
838
27
x
686
11
U•A1
8.38
28
Ul-W-S-T-V
1597
12
❑•r4
1 838
29
Ut-W-S•T
1410
13
R•M•H
1 1503
1 30
S•T
450
14
N-WH•G
1924
31
s
088
15
N•6l-H•G•F
2387
32
U2
1.52
16
E
409
33
Ut-U2.9•T•V•W-x
2427
17
N•61.11-G•F•E
1 27.95
1 34
PDND OJILET
10476
+•tril: I.
•Jt
r•y�2J.:...
O...
O3
� 1a
d
111I."1
iz
O
x
m
_BCD
O'Dccn
�D0
a
44 y
Z
mnJr,)�
N O
OD
m
M
v
it
O
C
O
m
Z
C)
Z
m
m
Z
C1
I

PIPE CALCULATIONS
Label
Mannmgs
Coed¢ient
Slope (ft/h)
Depth (It)
Diameter
(In)
Discharge
(ctzl
Plow Area
III')
Wetted
Perimeter
(itl
Percent
tuli(%1
Veionty
IWsI
Maatmum
Discharge
(cfs)
PIPE
0009
0004
052
12
1.76
04
1.62
524
422
35
PIPE
0009
0,004
101
18
7.62
13
2.69
67.3
602
1032
PIPE 3
0 009
00025
102
24
846
1.6
3.18
51
5 25
17.57
PIPE
0009
00025
151
24
15.05
2.6
422
75.7
59
17.57
PIPES
0.009
00025
147
3D
19.29
3
437
588
6.43
3186
PIPE 6
0.009
00025
1.66
30
2309
3.5
476
66.4
6.67
3186
PIPE 7
0 009
0 003
189
30
2989
4
5 27
757
7.5
3491
PIPE 8-POND INLET
0DD9
0003
201
30
318
41
555
ED2
753
3491
PIPE
0DD9
00025
09
18
509
1.1
266
599
4,6
816
PIPE 10
0D09
0.0039
1.11
18
8.38
1.4
31
739
5.99
1006
PIPE li
0.009
0004
109
18
838
14
305
724
612
1032
PIPE 12
0.009
0,004
109
18
8.38
14
305
72.4
612
1032
PIPE 13
0009
00025
151
24
1503
25
4.22
756
59
1757
PIPE 14
0.DD9
0.OD4
1.53
24
1924
2.6
4-25
76.4
747
22 23
PIPE 15
0 009
0 005
1 71
24
2387
29
471
ES 3
8.36
24,85
PIPE 16
0.009
0 0025
091
15
409
1
2.55
72.6
4.29
5.02
PIPE 17
0009
00025
193
30
27.95
41
537
77.3
6.86
3186
PIPE 18
0.009
0.0025
1.82
24
17.47
3
505
908
5.83
1757
PIPE 19
0009
00025
155
24
15.44
2.6
43
77.4
5.92
17.57
PIPE 20
0.009
0.0025
058
12
1.66
O.S
1.74
58.4
349
277
PIPE 21
0009
00025
141
24
1378
2.4
3.98
704
5.83
17.57
PIPE 22
0009
00025
1.29
24
12.23
21
3.73
64.5
571
17.57
PIPE 23
0009
00025
1.06
18
643
13
3
707
4.82
8.16
PIPE 24
0.009
00035
2.02
36
4542
5.1
5.78
675
EAS
61.31
PIPE 25-POND INLET
0009
00035
213
36
487
54
602
71.1
906
61.31
PIPE 26
0OD9
00025
1.72
30
2427
3.6
489
68.9
6.73
31.86
PIPE 27
0OD9
00025
1.12
18
688
14
3.13
74.7
4.86
8.16
PIPE 28
0009
00025
1.6
24
1597
2.7
4.43
80
5,93
1757
PIPE 29
0OD9
00025
1.43
24
141
2-4
404
71.7
5.85
1757
PIPE 30
0.009
00025
0.99
15
45
1
2.74
78.9
4.33
5.02
PIPE 31
0009
00025
04
12
098
0.3
138
403
2.97
2.77
PIPE 32
0.009
00067
0.42
12
1.52
03
1.4
41.5
4.93
453
PIPE 33-PONDINLET
0009
0.0025
1.72
30
24.27
3.6
489
E89
6.73
3186
PIPE 34-POND OURET
0012
0.035
3
36
135.17
7.1
9.42
100
19.12
14541
• •ntr:f7
W
J
•r�ii.�:.J1 H445
0 0
A C
m TO
r`) M j N m
(n
0D� C)
F n 2
4 -1 :E y Z
44 ° m
-,I0Nc� .Z1
N O Z
CD
Ln
O
v '0

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
EROSION CONTROL CALCULATIONS
PROJECT COMPASS LANDING APARTMENT HOMES
LOCATION NEWPORT, CARTERCT COUNTY, NC
RUNOFF CALCULATIONS
RATIONAI MFTIIDn (1•CIA
RETURN PERIOD
Tc:
INTENSITY
RUNOFF COCFFI:.IENTS
MANNINGS COEFFICIENT:
JOB. PM 190(FCOMPASS LANDING
SHEET NO, 7 OF to
CALCULATED B GTURNER_ _ DATE 2m/ l0
CHECKED By + O. I� DATE
SCALE
10 YEARS
5 MIN.
8 78 IN, HR 10-yr
035 (UN0CVELOPED•OU0.04G CONST(IUCTION)
0 02 BARE EARTH
(NO SLOPE GREATER THAN 1 % WITHIN ANY DRAINAGE AREA)
DA
AREA [SF)
AREA (AQ
Cc
Cie (CFS)
Al
10134
023
035
0.71
Al
3A438
079
035
243
B
4676
Oil
035
033
C
52175
120
035
3.68
D
28495
065
035
201
E
25354
058
1 035
1 1.79
F
27963
064
035
197
G
23685
054
035
167
H
45796
105
035
123
1
25191
056
035
179
it
19030
044
035
1.34
J2
10594
024
035
075
Y.l
15781
036
0.35
111
K2
21636
050
035
153
l
10832
025
0.35
076
M
19641
045
035
1.39
N
31191
072
035
2.20
O
39873
092
035
2.81
P
37702
087
035
266
O
10856
025
035
077
R
11384
026
035
090
5
6070
014
035
043
T
24656
057
035
1.74
Ul
50267
1 15
035
355
U2
7939
O18
035
056
11001
025
035
078
W
7699
018
1 035
0 Sa
X
39647
091
1 035
280
MAXIMUM OIO - USE FOR VELOCITY CALCULATION
\\\\111t1111//j�,A,
CAR04Z
A3343 jr
Mammngs
Slope
left Side
Right Side
Ors1cfq
FloIf,)
Wpped
Vclo/,)
Label
fnrffinnnr
(p/(t)
D, th ft
P ( 1
Slope ie
Slope •'
(.(.)
If,`)
Prrimro-r (li)
(it/s)
V-H
V H
MAX QiA DAC
002
001
021
002
002
368
22
2108
1 1FA
, Vclocny fs ran crone during construction and assumed non erosne for all other drainage areas
•'The left and right side slopes are equal to the slope of the proposed street section (2%)
i--D
DEC 1 5 2010
BY:

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
EROSION CONTROL CALCULATIONS
RIPRAP APRON $RING
1013 PM1906-COMPASS LANDING
SHEET NO a OF 14
CALCULATED By
Cl IECKED By _
SCALE
Mammngs
Slope
Discharge
Flaw
Wctl d
Percent Full
V
Mew,wn,
Label
Coefficient
INhI
Depth(h)
Diameter lint
Icfa
Ih')
Perimeter
Ixl
sl (it/
Ih/s)
Discharge
ft
An
PIPE 8 - POND
INLET
0009
0003
2,01
30
31.8
42
5 ss
902
7.53
3491
PIPE 25 - POND
INLET
0009
00035
2.13
36
497
54
1 602
711
906
61.31
PIPE 33 - POND
INLET
0009
00025
1.72
30
2427
3.6
499
689
673
3196
PIPE 34 - POND
OUTLET
0012
0035
3
36
13517
71
942
100
19.12
14541
Velpa I
tda.lmum
Apron
Read Apron
Rep a Apron
Read
Labcl
Diameter (in)
Discharge
Material
material
pt/$)
Material
Length
Width
J
PIPE 8-POND
Class
30
753
3491
10
7.5
24'
INLET
Medlum
PIPE 25 - POND
36
9.06
61.31
Class 1
12
9
24'
INLET
Aledlum
PIPE 33-POND
Class
30
6.73
3196
10
7.5
24'
INLET
Medlum
1 t.
DATE rw^u
SaAL
13343
C,7GiiJC�f'•QT�y
�\ o.
r as r a...a"'

�v POINT PRECIPITATION"f i• �`
ffi FREQUENCY ESTIMATES$
�!J FROM NOAA ATLAS 14
North Carolina 34.80279 N 76.88457 W 22 feet
from "Precipitation -Frequency Atlas of the United Stares" NOAA Atlas 14, Volume 2, Version 3
G M Bonnm, D Martin, B Lin, T Parzybok, M Yekta, and D Riley
NOAA, National Weather Service, Silver Spring, Maryland, 2004
_ Extracted Fn Oct 22 2010 _ _ _ __ _
Confidence Llmtts� Seasonality I Related Info I GIS data I Maps I DocsI Retum to State
IF Precipitation Intensity Estimates (in/hr)
ARI
(years)
�1
5 min
5.75)
6 76
7 80
10
min
4 60
5 40
6.25
15
min
3.83
4.52
5.27
30
min
2.62
3 13
3.74
60
120
3 hr
6 hr
12
hr
0 26
0.31
0.40
0 48
24
hr
0 15
7018
0.24
0.28
0 35
0.41
0.48
0.55
0 66
0.75
48
hr
0 09
0 11
0 14
0 16
0.26
0 24
0 27
0.32
0.38
0 44
4
d�
7
d
10
j
20
d
30
d
45
d
OF 01 1
0.01 I
0.02 I
0.02 I
0 02
0 02 I
0.03
0 03
0 03
0.04
min
min
1 64
1.96
2.40
1.01
1.22
1 53
0.73
0 88
1 11
0.44
0 53
0.67
0 80
0 OS
0 06
0.08
OF097
0.11
0 13
0 15
0.17
0 20
0 22
0.03
0.04
0 OS
0.06
0 07
OF087
0.09
0.10
0 12
0 13
0.03 JFO
0,03
0 04
0.05
0 OS
0.06
0 07
0.08
0.09
0 10
02
0,02
0.03
0 03
0.03
0 04
0 04
0.05
0 06
0.06
0 O1
0.02
0 02
0 02
0 03
0 03
0.03
0.04
O 04
0 04
107
8.78)
7.03
5.92
4.29
2.79
1.82
1.32
25
9 92
7 91
6 68
4.95
3.29
2 20
1 62
0.99
0.59
0 70
0 81
0.94
1.13
130
50
100
10.84
11 74
8.63
9 32
7.29
7.86
5 49
6 02
3.72
4.14
2 54
2.89
1.89
2 18
1 I6
1.34
200
500
1000
12.62
33.75
14.74
10.00
10.87
11 60
8.42
9.12
9 71
6.55
7 26
7.86
4 59
5.21
5 74
3 27
3 81
4.28
2 49
2.95
3.37
1.54
1 83
2.09
*These precipitation frequency estimates are based on a parbal dumbon senes ARI s the Average Recurrence Interval
Please refer to NOAA Atlas 14 Document for mom mtormabon NOTE Formatting forces estimates near zero to appear as am
* Upper bound of the 90% confidence interval
Precipitation Intensity Estimates (in/hr)
ARI** 5 10 15 30 W 120 3 6 12 24 48 4 7 10 20 30 45
(years) min min min min min min hr hr hr hr hr day day day day day day t
=1
6.25
4 99
4 16
2,85
1,78
1.10
OF801
0 49
0.29
0.17
0 10
0.05
0.04
0 03
0 02
0 02
0.01 C
22
7.33
5.86
4.91
3 39
2 13
1.33
0 97
060
0.35
0.20
0 12
0.07
0 04
0.03
0.02
0.02
0 02 C
�5
8.46
6.77
5.71
4 06
2 60
1.67
1 22
0.75
0.45
0 26
0 15
0.08
0 OS
0 04
O 03
0.02
0.02 C
10
9.52
7.61
6.42
4 65
3.03
L98
1 46
0.90
0.54
0 31
0 18
0.10
0 06
0.05
003
0.03
FEE
C
25
10.73
8.54
7.22
5 35
3.56
2.39
1 78
1.10
0.67
0 39
0 22
0.12
0 08
0.06
0 04
0.03
0 02
50
11.74
9 35
7 89
5 94
4.03
2.76
2.07
1 29
0.78
0.45
0.26
0.14
0 09
0.07
0.04
0.03
0 03Eo
100
12 71
10 10
8 51
6 52
4.49
3.14
2.39
1 49
0 91
0 52
0.30
0 16
0.10
0.08
0 OS
0 04
0 03
200
13.68
10.84
9 12
7 10
4.98
3 56
2.73
1.71
I OS
0 60
0.35
0 18
0.1 I
0.09
0 OS
0 04
0 03
Eo
500
14 94
11.81
9.91
7.89
5.66
4.15
3.24
2 03
1.26
0.72
0 43
0,22
0.13
0 I0
0 06
0 04
0 04 C
1000
16.04
12.64
10.57
8.56
6.25
4.68
3 70
2 33
1.46
0.83
0 49
0 25
0.15
0 11
0.07
0 OS
0.04
"The unuer
bound of the
confidence interval at 90%confidence
level s the
value whcch 5%of the simulated
quanble values for a given frequency are greater than
-These precipitation frequency estimates are based on a partial duration senes ARI is the Average Recurrence Interval
Please refer to NOAA Atlas 14 Document for more information NOTE Formatting prevents estimates near zero to appear as zero
* Lower bound of the 90% confidence interval
Precipitation Intensity Estimates (in/hr)
ARI** 5 10 15 30 60 120 3 6 12 24 48 4 7 10 20 30 45
(years) min min min min min min hr hr hr hr hr day day day day 11 day day rri
-F5�4�3�2�421.51 0.92 F66 0.40 0.23 0 14 008 0.05 0 03 0 02 0.02 0.01 0.01 o
lac
DEC 1, 5 2010

I I 16 13 Lag 1A 17 111 88 III81 111 12 11090 11048 11028 110.17 110.10 11006 11004 11003 11002 11002 11001 JL0
0.22
0.12
0.07
0.05
0.04
O 02
0.02
OA2
0
7.18
5.75
4.85
3.44
2.21
I.40
1.66
2.00
219
2.60
2.92
3.37
1.01
120
L46
1.7
1.94
2?0
Z.58
0.61
0.72
0.88
11.03
1.18
1.34
1.57
0.36
IO
25
50
100
200
500
8.08
9.06
9.88
10.63
11.35
1
6.46
7.22
7.86
8.45
9.00
9.70
5.44
6.10
6.64
7.12
7.57
;8.I4
3.94
4.52
5.00
5.45
5.89
6.48
2.57
3.01
3.39
3.75
4.13
4.65
0.43
0.53
0.61
0.71
0.81
0.96
0?6
0.32
0.37
0.42
0.48
0.15
0.18
0.21
0.24
0.27
0.08
0.10
0.11
0.1.3
0.15
0.05
0.06
0.07
0.08
0.09
0.04
0.05
0.06
0.06
0.07
0.03
0.03
0.04
0.04
0.04
0.02
0.03
0.02
0.02
0.03
0.03
0.03
0.02
0.03
0.03
0.03
0.03
0.56
0.32
0.37
0.17
0.19
0.10
O.IZ
0.08
0.09
0.05
0.05
0.04
0.04
1000
13.04
10.27
8.54
6.96
5.08
3.75
291
1.78
1.09
0,63
' The lower bound of the confidence interval at 90 %confidence revel is the value which 5%of the simulated quantlle values for a given frequency are less man.
- These precipitation frequency estimates are based on a par�ia1S11t[aV4ll.ma%ILg3 Series.. ARI is the Average Recurrence Interval.
Please refer to NOAA Atlas 14 Drumment for more intonnation. NOTE: Formatting prevents estimates near zero to appear as zero.
Text version of tables
10
7
3
3
L 2
1
0.7
0.3
� 0.3
v 0.2
Y
.1
o .07
.05
Y .03
� A2
t .01
a
.001
c c c
E £ £ £
in o u� o
Fri Oct 22 09:49:00 2010
Partial duration based Point IDF Curves - Version: 3
34.80279 N 76.88457 W 22 Ft
.�.C£ .0 L L
es n o u21 o o in o
`D a' Duration
Average Recurrence Interval
(years)
1-year 5-year - 25-year -f=- 100-year - 500-year -�
2-year 10-year... 50-year 200-year 1000-year
Related Information
Maps & Aerials
t'Igck here to see topographic maps and aerial photographs available for this location from Microsoft Renenrch Map,
C
C
0
C
C
C
0
C

Watershed/Streamflow Information
Click here to see watershed and streamflow information available for this location from the U.S. Environmental Protection
Agency's site
Climate Data Sources
National Climatic Data Center (NCDC) database
Locate NCDC climate stations within:
+/-$0 minutes I or +l-1 degree j of this location. Digital ASCII data can be obtained directly from NCDC
Note: Precipitation frequency results are based on analysis al precipitation data from a variety ofsources, but largely
NCDC The following links provide general information about observing sites in the area, regardless of f their data was
used in this study. For detailed information about the stations used in this study. please re/er to the matching documentation
available at the P!- Doc unger;t page
US Department of Commerce
National Oceanic and Atmospheric Administration
National Weather Service
Office of Hydrologic Development
u r ,s' HDSC. Quesnonsg)noaa. go,
Disclaimer

/ POINT PRECIPITATION
FREQUENCY ESTIMATES
FROM NOAA ATLAS 14
North Carolina 34.80279 N 76.88457 W 22 feet
from "Preounanon-Frequency Atlas of the L'rued Stares' NOAA Anus 14, Golume 2, Version 3
(;.M. k3onnm, 1) \lr in- B Lin, I Pam-bcrk. M Yekrn. and 0_ Riles
NOA.A. National "eerier Serviec. Silver Spring, Manland. 20W
Extracted. Thn Oct 28 2010
Confidence Limits Seasonality 1 Related Info I GIS data I Maps 1 Docs] Retum to State
Precipitation Frequency Estimates (inches)
FA
lyealrs)
5
min
IO
min
1_
min
i0
min
bit
min
120
ruin
; hr
❑❑❑❑❑❑❑
6 hr
12 hr
_4 hr
48 hr
4 day
=day
,
day
[Illy
day
dsty�
[lur
�0.48
0.77
D.96
].3l
L64
2.02
2.18
2.64
3.12
3.64
421
5.11
6.Sfi
d.77
5.74
7.36
553
fib=
8.39
628
752
9.33
8.45
10.07
12.25
1036
12.31
14.81
1288
152G
18.23
15.60
18.42
21.74
0
0.56
0.90
1.I3
1.56
1.96
2.44
2.64
3.19
3.78
4.43
0.65
1.04
1.3'2
L87
2.40
3.OG
3.32
4.02
4.79
5.7.3
10
OF737
1.17
1.48
2.li
2.79
3.64
FI 987
47927
5.78
7.15
6.83
8.46
7.81
9.70
8.67
10.57
9.80
11.84
10.82
1296
14.03
I6.57
I G.81
19.57
20.68
24.12
24.41
28.06
25
0.83
L32
L67
2.47
329
4.4I
4.87
5.93
50
0.90
1.44
1.82
2.74
3.72
5.88
5.68
6.93
8.42
9.79
9.87
71.4.3
13.15
11.34
13.17
I5.23
12.I9
1395
IS.S8
13.55
15.39
17.37
14.74
IG.64
18.68
18.65
20.83
23.14
2L78
24.05
2638
26.91
29.82
32.85
30.92
33.84
36.82
100
0.98
1.55
1.96
3.01
4.14
5.78
6.54
$.01
200
L0-51
LG7
2.10
3.27
459
655
7.49
9.21
11.33
'....500
LIS
I.RI
228
3.63
521
Z62
8.877F,0
95
13.54
15b7
15.74
IZ97
18.34
2L04
18.82
21.44
20.24
2267
21b1
24.05
2G.41
29.05
2958
32.10
37.08
F4 0 4 71
40.84
43.95
1000
L23
L93
2.43
3.93
5.74
8.57
10.11
125:3
These precipitation frequency estimates are based on a paraa{Quretip nes: ARI it the Average Recurrence Interval.
Pleacn ,1, Is N i, " far mare intortnation. NOTE. Formatena orsee estimates near Zero b appear as zero.
* Upper bound of the 90% confidence interval
Precipitation Frequency Estimates (inches)
ARI** t 10 IS 30 60 120 3 6 12 4 7 10 20 30 45 60
hr hr
(years) min min min min min min hr hr hr hr hr day day day day day day day
=
0.52
0.83
1 04
L4.3
1.78
2.20
2.41
2.95
3.54
4.03
4.69
525
6.05
6.84
9.13
11.12
13.86
16.68
00.61
0.98
1.23
1.70
2.13
2.G7
2.91
357
Elf]4.91
5-6
G.36
7.30
821
10.R4
1323
16.41
19.70
�0.70
1.13
L4J
2.03
2.60
3.34
3.66
450
>.42
633
7.30
8.09
9.1R
10.17
13.25
15.92
19.61
2325
10
(1.79
L27
L60
2.33
3.03
3.96
4.37
5.411
6.53
7.54
8.67
953
10.72
11.80
I5.18
1ft.08
22.25
26.09
25
289
1.42
1.80
2.67
3.56
4.78
5.34
6.61
8A5
9.32
10.73
11.61
12.95
14.13
I7.92
21.06
25.95
30.01
_50
0.98
L56
1.97
2.97
4.03
552
6.22
7.72
9.45
IO.8G
12.55
13.39
14.83
16.09
20.18
23.45
28.9R
33.I I
1011
1.06
LG$
2.13
3.2G
4.4')
628
7.16
8.91
10.97
12.56
14.59
I5.35
1G.87
18.I7
22b1
25.94
32.16
36.3I
200
1.141F,
SI
2.28
3.55
4.98
7.11
8.20
I0.22
12.68
14.48
1G.91
1750
20.84
19.07
22.34
20.45
23.80
25.17
28.86
28.54
32.14
35.54
40.33
3R61
474176
500
1 25
1.97
2. 8
E3.94
5.66
8.3
977 37
12.17
15.21
1=.39
20.46
1000
1.34
2.11
2.64
4.28
625
9.36
I1.12
1395
17.56
19.94
23.63
23.90
25.18
26. 44
31.95
35.04
4426
47.76
The upper bound of The confidence interval a[ 90% confidence level is the value which 5%of the simulated quartile values for a given frequency are greater than
"These preeipaaGon frequency estimates are based on a partial. dara4gn genets.. ARI is the Average Recurrence Interval.
Plaasa remr m ta° » L'arsn^rt for more Informatlao. NOTE_ Formammo orevents estimates near zero to appear as Zero.
* Lower bound of the 90% confidence interval
Precipitation Frequency Estimates (inches)
ARI** 5 10 15 30 60 I20 3 6 12 24 48 4 7 10 20 30 45 60
(years} min min min min min min hr hr hr hr hr day day day 11 day I day I day I day
=
0.44
0.71
0.88
121
1.51I
1.85
1.99
2.39 1
2.81
3.32
3.83
4.37
5.08
F:,� 87
7.86
9.67
I? 03
14.62
�2
0.52
0.83
1.04
1.44
1.81
2.24
2.41
2.98
3A0
4.05
4.64
5.29
6.13
6.93
9.36
11.49
14.24
17.27
0.60
0.96
1.21
1.72
2.21
2. 00
3.03
3.63
4.30
5 23
5.94
6.=2
7.68
R.58
11.36
li.81
16 98
20.3G
10
0.67
L08
13G
L97
2.57
3.32
3.61
4.33
5.16
fi.2(1
7.04
Z89
8.96
9.92
12.99
15.63
19.21
22.79
2S
0.76
1.20
1.52
2.26
3.01
4.00
4.40
5.30
6.34
Z62
8.68
9.55
10.76
I1.82
15.24
1$.13
22.30
26.09

L�0.82 131
100 0.89 L41
L66
1 78
2.50
2.73
3.39 4.59 5.10 6.15 740
3.75 5.20 5.83 ZO5 8.52
413 5.84 6.62 8.03 9.16
4.65 6.73 7.74 9.42 I1 53
S,OR 7.51 8.73 10.65 Ii10
8.8110.05 10.93 12.?2 13.35 17.06 20.07 24.77 28.6G
10.11 11.16 1--.40 13.75 1495 18.91 22.03 27.'_6 3120
11.49 13. 99 13,9(i 15,37 I6.63 20.R2 24,00 29.80 33.72
13.50 15.58 1 17.63 18.97 23. 11 26,64 33.22 37.04
1719 17,57 1" 19.49 20.R4 25.48 2A.66 35.86 39.54
200 0.95 I,50
L89
2.94
500 L(12 1.62
2.04
3.24
1000 L09 1.71
2.15
3,4R
Tnese PreclPitetion frequency e511maleSa �VV.,_..,.,,....__._._..__._.___...._.
•• I re basBC on a parjldl Q11[a400.may_m rigy. pRl is the Average R¢Curtence Interval.
Pledse refer to NQAa. Allas '.4 D.11 nml for mote mformallon, NOTE. Famatting prevems esh-le, near zeta to appear as zem.
Text version of tables
Partial duration based Point Precipitation Frequency Estimates - Version: 3
34.80279 N 76.88457 W 22 ft
44
42
40
38
36
34
32
= 30
t 28
n 26
0 24
g z2
y 20
18
n 16
w 14
n` 12
10
8
6
4
2
0
1 2 5
10 25 50 100
200
500 1000
Average Recurrence Interval (years)
Thu Oct 28 03:09:29 2010
Duration
5-min - 30-min -�-
3-hr-- 24-hr
7-tlay -
30-day -`
10in< 60-min ft--
6-hr 48-hr
10-tlay
45-day
15-min 120-m "
12-hr g 4-day "
20-da ^'
60-da

t
Partial duration based Point Precipitation Frequency Estimates - Version: 3
34.80279 N 76.88457 W 22 Ft
44
42
40
38
36
34
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
c c c
Thu Oct 28 08:09:29 2010
1O rn Duration
Rverage Recurrence Interval
(wears)
2-"---- 5 - 10 -+- 25 +- 50 + 100 — 200 500 -a- 1000
Related Information
Maps & Aerials
Iroti here to sec topographic maps and aerial photographs available for this location from %Imosolt Re,<.rr4L' M,IF,
Watershed/Streamflow Information
t lwk ncra to see watershed and stremnllow inibrmation available for this location from the U.S. Environmental Protection Agencx's site
Climate Data Sources
National Climatic Data Center (NCDC) database
Locate NCDC climate stations within:
+1-30 minutes ( Or +l-1degree I of this location. Digital ASCII data can be obtained direct]) from M1'CUC.
Nate: Precipitation frequency results are bared on analysis of precipitation datafrom a variety, of sources, but largely .NCDC. The
following links provide general information about observing sites in the area. regardless of if their data was used in this studv. For,
derailed information about the stations used in this studs. please refer to the matching documentarian available at the <'i .re.. ru
pag,.,
US Department of Commerce
National Oceanic are: Atmospheric Adrnnfib ranor
National Weather Service
Office of Hydrologic Development�
HDSC quesnons &gnoaa gov

Nelson, Christine
From: Nelson, Christine
Sent: Tuesday, December 28, 2010 4 01 PM
To: 'Ginger Turner', 'gyturner@gmail com', 'ttaftoffice@yahoo com', 'connermentor@yahoo com'
Cc: 'Ronald Cullipher', Russell, Janet
Subject: request for additional info for Compass Landing
Attachments: 101117 dec10 pdf
Ginger and Thomas,
I've attached a pdf of the -request for additional information needed for Compass Landing Apartment Homes (SW8 1001117),
'Copies will also be sent in the mail ' Please let me know if you have any questions.
Christine
Christine Nelson
Environmental Engineer
NC DWQ - Stormwater Program
Wilmington Regional Office
910-796-7323
E-mail correspondence to and from this address may be subject to the North
Carolina Public Records Law and may be disclosed to third parties

V
e�� NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
December 28, 2010
Mr. Thomas Taft, Sr., Manager
Compass Landing Apartment Homes, LLC
PO Box 566
Greenville, NC 27835
Subject: Request for Additional Information
Stormwater Project No. SW8 101117
Compass Landing Apartment Homes
Carteret County
Dear Mr. Taft:
Dee Freeman
Secretary
The Wilmington Regional Office received an Express Stormwater Management Permit
Application for Compass Landing Apartment Homes on December 15, 2010 A preliminary
review of that information has determined that the application is not complete. The following
information is needed to continue the stormwater review
On the wet detention basin supplement, please ensure the following information
is accurate and consistent
a Please identify the temporary pool surface area at the top of page 2
b. The permanent pool surface area appears to be slightly different than
presented in the calculations.
c The temporary pool volume listed on page 1 and 2 are not consistent
d. The permanent pool volume listed on page 2 does not appear to consider
both the main basin and the forebay
2 Please re-evaluate the forebay design based on the following
a. The sediment storage provided -in both the forebay and main basin is not
considered part of the permanent pool volume_According to the signed O&M
agreement, the forebay sediment removal elevation is set at 14 and the
bottom elevation is set at 13 The calculations indicate that the forebay
volume includes the sediment storage volume between elevation 14 and 13.
Please remove the sediment storage volume in the forebay from the forebay
volume and permanent pool volume —
b. The forebay is required to be at least 18% of the entire permanent pool —
volume Based on the entire permanent pool volume (154,508 cf), it appears
that the forebay is too small
3 Please demonstrate how the average depth was determined Please note that
when using Option 2 to determine the average depth, the surface area at the
bottom of the shelf includes both the main basin and the forebay.
4 Please ensure the proposed impervious area listed in the calculations is
accurate The parking area does not appear to be consistent with the Information
presented in the application Please also consider including the future
impervious surface allocation to prevent confusion.
5 Please demonstrate on the plans how the club house will be accessed and
ensure the additional sidewalk has been included in the impervious area
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 i�1One
Phone [phone] FAX [phone] Customer Service 1-877-623-6748 i orth Cc7COtllla
Internet www navaterquality Ong
An Equal Opportunely l Alfirmahve Action Employer atur�r y

Thomas Taft
December 28, 2010
Stormwater Application No SW8 101117
On the pond cross-section A -A on plan sheet 5, please ensure the following
information is accurate and consistent
a The outer most baffle around the forebay appears to be set at an elevation of
19 The baffle must be set no lower than the top of the provided storage
volume, 20 8 ft The left hand side of this detail has the baffle placed
correctly Please ensure this detail is accurate
b The sediment storage available in the main basin is identified as 12",
however, other documentation indicates that 15" of storage is provided
c Please identify the sediment storage provided in the forebay.
7. Please submit a second copy of the plans Only one set of plans was submitted
on December 15, 2010
8. Please submit a $500 fee for the additional review required for this application
9. Please keep in mind that changing one number may change other numbers and
require the calculations, supplements, and other supporting documentation to be
updated Verify all numbers are correct to ensure consistency in the application
documents
Please note that this request for additional information is in response to a preliminary review
The requested information should be received in this Office prior to January 6, 2011, or the
application will be returned as incomplete The return of a protect will necessitate resubmittal of
all required items, including the application fee
If you need additional time to submit the information, please email or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter Please note
that a second significant request for additional information may result in the return of the project
If the project is returned, you will need to reschedule the project through the Express
coordinator for the next available review date, and resubmit all of the required items, including
the application fee
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215 6A
Please label all packages and cover letters as "Express" and reference the protect name and
State assigned project number on all correspondence. If you have any questions concerning
this matter please feel free to call me at [phone] or email me at
chnstine nelson@ncdenr gov
Sincerely,
Cl �
Christine Nelson
Environmental Engineer
GDS/can S\WQS\STORMWATER\ADDINFO\2010\101117 dec10
cc Ginger Turner, Stroud Engineering
Jackson Conner, Member Manager, Conner-W, LLC
Christine Nelson
Wilmington Regional Office
Page 2 of 2

STROUD ENGINEERING, P.A.
107-B Commerce Street
GREENVILLE, NC 27858
[phone]
TO CNN _— VWLh raC ��i
r` ice'o'�
\ DAr 1 I D JOB N4 d Q
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings
❑ Copy of letter
❑ Prints
❑ Change order
❑ Plans
u
❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NO
DESCRIPTION
1 r
�J—
q
THESE ARE TRANSMITTED as checked below
❑ For approval
❑ For your use
❑ As requested
❑ For review and comment
❑ FOR BIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
El
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO �� y
SIGNED
If enclosures are not as noted, kindly not/fy us at one
/I

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� - I
i

Narrative
Compass Landing Apartment Homes
November 23, 2010
Developer:
Compass Landing Apartment Homes, LLC
Thomas F. Taft, Sr, Manager
Street Address*
2217 Stantonsburg Road
Greenville, NC 27834
Mailing Address.
P O Box 566
Greenville, NC 27835
[phone]
Engineer:
Stroud Engineering, P.A
151-A Highway 24
Morehead City, NC 28557
[phone]
License Number C-0647
I. General Information
Compass Landing Apartment Homes located off Old Fashion Way in Newport,
Carteret County is a 22.1 acre tract. The wetlands have been delineated and approved by
the U.S. Army Corps of Engineers (please see attached wetlands plat). This tract is being
proposed as a three hundred and twelve (312) unit multi -family apartment project
associated parking, club house and pool. There are thirteen (13) three-story building each
with twenty-four (24) units.
The project is to be serviced by the Town of Newport for both water and sewer. Access
to the project via state or town roads, therefore construction across other property is not
necessary or proposed.
II. Stormwater Information
The project is located within the White Oak River basm and currently drains westerly
to Shoe Branch Class C, 21-6, a tributary of the Newport River. This project is being
7DE
E�'V'ED
1` 6 2010
BY:

r
submitted as a high density residential commercial project under the current Coastal
Stormwater Rules. Stormwater will be treated by a wet detention pond to 90% TSS.
III. Erosion and Sedimentation Control Measures
The following measures are proposed for the site. If it becomes evident that additional
erosion and sedimentation control measures are needed, they shall be installed
immediately. It is intended that all grading and excavation activities within a certain area
will be protected as soon as that activity is complete.
1. Sediment Fence - Sediment fence will be utilized as necessary in locations as shown on
plans or as deemed necessary by the engineer to insure that off -site sedimentation is
controlled.
2. Seeding - All disturbed areas will be seeded within 14 days following construction in
accordance with the seeding schedule shown on the plans.
3. Stone Construction Entrance - Stone construction entrance will be used to reduce
transport of sediment off site.
4 Sediment Basins- The detention pond to be constructed will serve as a sediment basin
during construction. This project requires a storage sediment rate at 3600 cf/acre of
disturbance and required surface area is based on the 10-year storm. Sediment volume
from the earth disturbing activities draining to the pond is estimated to be 68,400 cubic
feet based on 19.0 acres of disturbance. The forebay will have 24,527 cf and the main
basin 129,880 cf of sediment storage capability totaling 154,508 cf exceeding the
required volume. The surface area required of 18,142 sf is also exceeded providing a
total surface area of 24,550 sf. Upon completion and stabilization of project the pond
shall be cleaned to the original design depth.
IV. Maintenance Plan
1. All erosion and sediment control measures shall be checked for stability and effective
operations following every runoff producing rainfall event or at least once per week.
Repairs required shall be completed immediately to the dimension and functions
indicated on the plans.
2. Sediment shall be removed form behind the sediment fencing when it becomes 0.5 feet
deep at the fence. The fence shall be replaced or repaired as necessary to maintain a
barrier.
3 All seeded areas shall be fertilized, seeded and mulched within 14 calendar days of
disturbance. Disturbed areas shall be fertilized, reseeded and mulched as necessary
according to the Contract documents to establish and maintain a dense vegetative
cover
V. Construction Sequence

1. Remove and/or relocate existing obstructions.
2. Install gravel construction entrance and silt fencing at specified locations.
3. Complete clearing and grubbing operations.
4. Excavate, rough grade and temporarily see stormwater detention basin.
5. Rough grade parking areas and begin preparation of building sites.
6. Seed and mulch all areas of disturbance not to be paved within 14 days of land
disturbance
7. Install drop inlets and storm drainage piping with sedimentation control measures.
8. Install utilities
9. Fine grade drive and parking area and place stone base course.
10. Construct buildings.
11. Pave drive and parking areas.
12. Perform final grading, see and mulch all remaining disturbed areas.
13. Remove accumulated sediment from stormwater detention basin and perform final
grading of basin.
14. Install wet detention basin vegetation as specified on pond landscaping plan.
VI. Design Assumptions
1. Design storm is ten years for both culvert design and sediment control.
2. The rational method was used for the design.
CrUV
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DEC 1_

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LMG
LAND MANAGEMENT GROUP we
Environmental Consultants
DATE October 28, 2010
SUBJECT Land and soils evaluation within the west portion of the Compass Pointe - Taft Tract (1 acre) to
determine general usability for on -site stormwater treatment systems Tract located NW of U S
Hwy 70 & Nine Foot Road (NCSR 1124) intersection, Newport west area, Morehead Township,
Carteret County, North Carolina PIN # 633811677422000 area
TO Mr Mike McCarty (agent) Mr Ron Cullipher PE
Compass Landing Apartment Homes LLC Stroud Engineering PA
P.O Box 566 151-A NC Hwy 24, Hestron Plaza II -A
Greenville, NC 27835 - 0566 Morehead City, NC 28557
[phone], [phone][m] [phone]
michael [e-mail]
The land and soils within the west portion of the Compass Pointe - Taft Tract (1 acre) were evaluated on a
qualitative basis to determine the general potential for on -site stormwater treatment usage Current NCDENR-
DWQ "Stormwater Management' rules and regulations (NCAC 15-2H- 1000) were used as guidelines in making
this evaluation New and revised NCDENR-DWQ coastal stormwater rules became effective October 1, 2008 and
are more rigorous than previous rules This is a general evaluation that consisted of transects across the tract, free-
style soils mapping and shallow borings, and qualitative estimates of the land and soil properties No quantitative
on -site or specific testing was completed as part of this evaluation that may be required for NCDWQ stormwater
permitting
Coastal stormwater may be treated by infiltrative devices, detention treatment basins, or an equivalent alternative
method when the proposed project is greater than 1 acre in size, has >12% to >24% built upon area, or >10,000
sqft built upon area for a single residential tract This tract appears to be located >'% mile from Class S A Waters
and drains in a southeastern direction to Class C Waters of Deep Creek and the Newport River (see USGS topo
and DWQ maps) Immediate surface and subsurface drainage appears to be in a northwestern direction to a
wetland slough A high density protect within this tract and proximity should be defined as >24% built upon area
and require prescriptive engineered stormwater treatment methods. Infiltration methods or infiltrative "best
management practices" (BMP) are utilized for stormwater treatment on coastal high density protects to preserve
space or due to inadequate drainage outlets Detention stormwater treatment ponds may also be used if they do
not directly discharge to S A waters Low density projects (<12% to <24% built upon area or <10,000 sgft non-
residential impervious) should not require engineered stormwater treatment systems Historically existing
impervious surfaces should be exempted from the density calculations and meet NCDWQ requirements as much
as practicable
Principle soil and site standards for high density development with an engineered infiltration system are. ---the
infiltration system's bottom must be z2 ft from the seasonal high water table, —must be capable of complete draw -
down within a >3 to <5 days, ---the soil's hydraulic conductivity must be >0 52 in/hr, ---must have >12 inches
natural soil without a seasonal water table before fill material is utilized, ---historic fill materials (<1977) can be
used as natural soils if it meets the minimum site criteria stated above; --stormwater runoff must be controlled and
treated on -site for a 1.5 inch rainfall, or the difference in run-off from pre / post development conditions for the 1
year 24 hr annual storm event (-3 8 inches), whichever is greater Detention stormwater ponds are to be designed
to maintain the permanent pool elevation +/- 6 inches of the seasonal high water table I SKo,
DEC 1 5 2010

This tract is located on typical maritime coastal plain geomorphic setting, with ridge / slough topography, and sandy
sediments The tract consists of deep fine to medium sandy sediments, with possible loamy sand spodic or argillic
horizons at +24" or greater depths General surface elevations range from -15 - 26 ft (amsl, see Stroud & USGS
topo maps)
The enclosed land & soils map shows the land/soil types found (see sods map) The following is a brief description
of the land and soil types found, and potentials for stormwater treatment usage
The "Green" Areas (see map) are well to excessively well drained, with deep uniform fine to medium sand
textures The estimated seasonal high static water table ranges between +60 - 75 inches from the present surface,
pending location and based upon soil wetness indicators and general elevations Estimated permeability is 5 - 10
min/in or +6 - 12 in/hr to +80 inch depths from present surface, based upon soil texture and structure Soil types
found are similar to Kureb, Kenansville, or Baymeade General surface elevations range between >24 - 26 ft, and
with seasonal high static water table near a -19 ft elevation (Stroud topo map) These soil areas should be usable
for stormwater infiltration with basin bottoms at the -21 ft elevation level (pending location) to maintain a 2 ft
separation from seasonal high water table We recommend a long-term loading rate for stormwater infiltration that
is'/2 or less of the averaged estimated soil hydraulic conductivity, or -8 in/hr for these soil types Detention ponds
require the permanent pool elevation to be +/- 6" of the seasonal high water table level, which should equate to a
-18 5 to -19.5 ft elevation level
The "Yellow" Areas (see map) are moderately well to well drained, with deep uniform fine to medium sand
textures, and possible loamy sand spodic or argillic horizons The estimated seasonal high static water table
ranges between +45 - 55 inches from the present surface, pending location and based upon soil wetness indicators
and general elevations Estimated permeability is 5 - 30 min/in or +2 - 12 in/hr to +80 inch depths from present
surface, based upon soil texture and structure Soil types found are similar to Rosotto, Pactolus, and Leon -dry
phase General surface elevations range between >23 - 24 ft, and with seasonal high static water table near a -19
ft elevation (Stroud topo map) These soil areas should be usable for stormwater infiltration with basin bottoms at
the -21 ft elevation level (pending location) to maintain a 2 ft separation from seasonal high water table We
recommend a long-term loading rate for stormwater infiltration that is '/2 or less of the averaged estimated sod
hydraulic conductivity, or -6 in/hr for these soil types Detention ponds require the permanent pool elevation to be
+/- 6" of the seasonal high water table level, which should equate to a -18 5 to -19.5 ft elevation level
Careful planning and design should be exercised to insure adequate and usable soil areas are reserved in the
conceptual design for any future development to allow for stormwater and on -site waste treatment purposes The
soil areas evaluated have moderate to slight limitations for usage with on -site stormwater treatment system,
pending final design location and depths We recommend using <Y= of the average natural permeability rate for the
infiltrative stormwater system's design rate NCDENR-DWQ or local Universal stormwater rules are the regulatory
agency over stormwater systems and have final review, approval, and permitting authority These and other
regulatory agencies must be contacted for their reviews, general concurrences, and required permits before
initiating any development activities We recommend NCDWQ and appropriate agencies to review a pre -
application plan for their general concurrence as to site locations for final design considerations Representative
soil logs are provided as an attachment to this report
iC FT V FIL
DEC 1' 5 2010
BY:
Larry F Baldwin, CPSS/SC
ARCPACS #2183, NCLSS #1040

SOIL BORING DESCRIPTIONS COMPASS POINTE — TAFT TRACT STORMWATER TREATMENT AREA
Newport West area, Newport Township, Carteret County, North Carolina
(described October 28, 2010)
Boring #
Horizon
De th in
Texture
Structure
Color
1
A
0 0- 02
S
Granular
Light Gray
Kureb,
E
02 -24
S
Loose
White
Kenansville
C 1
24 - 30
S
Loose / Granular
Brown
C2
30 - 41
S
Loose
Pale Brown
SHWT
62 — 67"
C3
41 - 62
S
Loose
Pale Brown/Yellow
Elv @ —19 ft
C4
62 - 70
S
Loose
V.Pale Brown / Red mttls
2
A
00 - 02
S
Granular
Light Gray
Kureb,
E
02 - 20
S
Loose
White
Baymeade
Bh
20 - 30
S
Loose / Granular soft
Dark Red / Brown
C 1
30 - 55
S
Loose
Pale Yellow
SHWT
70 — 75"
C2
55 - 70
S
Loose /lamellae pkts
Pale Yellow /Brown
Elv @ —19 ft
C3
70 - 75
S
Loose
Pale Yellow/Brown
Red mttls
3
A
00 - 02
j S
Granular
Gray
Rossotto,
E
02 - 18
S
Loose
White
Pactolus
Bh 1
18 - 40
S / LS
W - 2 — SBK/Gr soft
Dark Brown
Bh2
40 - 45
S / LS
Loose / Granular soft
V.Dark Brown
SHWT
44 — 49"
Cl
45 - 60
S
Loose
Pale Brown /Gray mttls
Elv @
—19 ft
C2
60 - 70
S
Loose
Light Gray

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LAND & SOILS MAP WITHIN WEST PORTION OF COMPASS POINTE - TAFT TRACT
FOR POTENTIAL STORMWATER TREATMENT USABILITY
Newport West Area - Newport Township - Carteret County North Carolina
SCAI c.
;LMG borings patce;i is 4ppr:a:;
tstmud Ena 7nco F:'n-.. ta,rerli....
r
a, Land Managerrer„
Group Inc
c �
:e s.
LB Y:
I
Logged soil boring locat on
Potential soil area for stormwater treatment usage. Estimated seasonal high water table +65 - 75" (@-19 ft elevation) with surtaoe eevatioin5 -" 4 - 215
Estimated permeability 5 - 10 minfin (+6 - 12 Infhr) to +70" depths Soil types similar to Kureb, Kenansville. or Baymeade.
Potential sail area for stormwater treatment usage. Estimated seasonal high water table +45 - 55' {gym' -19 It elevation) with surface eie, ac :, 5
-------� Estimated permeability 5 - 30 min/in 1+2 -12 iNhr) to +70" depths. Soil types similar to Rosetta, Patdolus, and Leon -dry phase.

LAND & SOILS MAP WITHIN WEST PORTION OF COMPASS POINTE - TAFT TRACT
FOR HYDROLOGICAL IMPACTS and STORMWATER TREATMENT USABILITY
Newport West Area - Newport Township - Carteret County - North Carolina
i ur
SCALE: 1 inch = -60 Feet
(LMG borings paced & approx)
',. [Stroud Eng Topo Plan Overlay]
rr. !
- - OCTOBER - 2010
Q
" .
-1g.4Y
D 1 t S SLR EN --1 S.S.
ti
S 72'
S Eh, 1g D
---- SL Ehr -16,01
s
iv 1V D I t� AbRIH
- v (DOSO PPE 18.5 ft Eiv
Land Management
Group, Inc.
,• PIP
D r,•t • ntft, 7
3
Logged soil boring location with general surface and seasonal high / low water table elevation.
Potential soil area for stormwater treatment usage. Estimated seasonal high water table +65 - 75" (@ -19 ft elevation) with surface elevations -24 - 26Yt]jF-- YC FIA V_ D
Estimated permeability 5 - 10 min/in (+6 - 12 in/hr) to +70" depths. Soil types similar to Kureb, Kenansville, or Baymeade.
Potential soil area for stonnwater treatment usage. Estimated seasonal high water table +45 - .55" (@ -19 ft elevation) with surface elevations 123 - 74 ft.
---- Estimated permeability 5 - 30 ruin/in (+2 - 12 in/hr) to +70" depths. Soil types similar to Rosetta, Pactolus, and Leon -dry phase. lF3x._...

SOSID: 0825575
Date Filed: 1OM2010 7:09:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C201026400032
State of North Carolina
Department of the Secretary of State
Limited Liability Company
AMENDMENT OF ARTICLES OF ORGANIZATION
Pursuant to §57C.2.22 of the General Statutes of North Carolina, the undersigned limited liability company hereby submits the
following Articles of Amendment for the purpose of amending Its Articles of Organization.
I. The name of the limited liability company is: Income Investments -Poole Road, LLC
2. The text of each amendment adopted is as follows (attach additional pages if necessary):
To change the name of the Limited Liability Company from'Income Investments=Poole Road,-LLC to
Cto Compess Lending Apartment Homes, LLC-j
3, (Check either a or b, whichever is applicable)
a_The amendments) was (were) duty adopted by the unanimous vote of the organizers of the limited liability company
prior to the identification of initial members of the limited liability company.
b. 11101000,
The amendment(s) was (were) duly adopted by the unanimous vote of the members of the limited liability company
or was (were) adopted as otherwise provided in the limited liability company's Articles of Organization or a written operating
agreement.
4. These articles will be effective upon filing, unless a date and/or time is specified:
This the 15 day of September , 20 10
Income Investments -Poole Road, LLC
Type or Print Name and Title
i
NOTES:
I. Filing fhe is $50. This document must be filed with the Secretary of State.
(Revised January 2000) (Form L. 17)
CORPORATIONS DIVISION P.0. BOX 29622 RALEIGH, NC 27626-0622
DEC 15 2010

E-Filed Annual Report
1-0-7909904
LIMITED LIABILITY COMPANY For year 2010
ANNUAL REPORT Do not data enter manually
NAME OF LIMITED LIABILITY COMPANY Income Investments -Poole Road, LLC
STATE OF INCORPORATION NC
SECRETARY OF STATE L L C ID NUMBER 0825575
NATURE OF BUSINESS Own, Operate Real Estate
REGISTERED AGENT TAFT SR, TN0.44AS F
REGISTERED OFFICE MAILING ADDRESS PO Box 566
Greenville, NC 27835
REGISTERED OFFICE STREET ADDRESS 2217StantonsburgRoad
Greenville, NC 27834 Pitt County
PRINCIPAL OFFICE TELEPHONE NUMBER 252-752-7101
PRINCIPAL OFFICE MAILING ADDRESS PO Box 566
Greenville, NC 27835
PRINCIPAL OFFICE STREET ADDRESS 2217 Stantonsburg Road
Greenville, NC 27834
MANAGERS/MEMBERS/ORGANIZERS
Name: Thomas F Taft Sr
Title Manager
Address
PO Box 566
Greenville, NC 27835
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIM-IED LIABILITY COMPANIES
Thomas F Taft
FORM MUST BE SIGNED BY A MANAGERIMEMBER
Thomas F Taft
TYPE OR PRINT NAME
04/13/2010
DATE
Manager
TYPE OR PRINT TITLE
ANNUAL REPORT FEE $200 MAIL TO Secretary of State • Corpomhons Division • Post Office Box 29525 • Raleigh, NC 27626-0525
CE VL' y)
DEC I "6 2010
BY:��

i SOSID: 0668768
LIMITED LIABILITY COMPANY (LLC) Date Filed: 4/29/2010 2:55:00 PM
Elaine F. Marshall
ANNUAL REPORT
North Carolina Secretary, of State
CA201011900125
NAME OF LIMITED LIABILITY COMPANY Conner—w, LLC
STATE OF FORMATION' NC FISCAL YEAR ENDING 12 / 31 / 09
MONTHIDAYNEAR
SECRETARY OF STATE L.L C. ID NUMBER' 066876E
If this Is the first annual report filing, YOU MUST COMPLETE THE ENTIRE FORM. U your
LLC's information has not changed since the previous report, please check the box
and complete line 7
t REGISTERED AGENT d REGISTERED OFFICE STREET ADDRESS - INCLUDE COUNTY Must be a North Carolina addresal
Name
Address
2 REGISTERED OFFICE MAILING ADDRESS IF DIFFERENT FROM THE STREET ADDRESS'
3 IF THE REGISTERED AGENT CHANGED, THE NEW AGENT MUST SIGN'
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4 ENTER PRINCIPAL OFFICE ADDRESS AND TELEPHONE NUMBER HERE
Address105 Gloucester Court, Newport, NC 28570
Telephone Number, Including area code 252-726-1040
5 BRIEFLY DESCRIBE THE NATURE OF BUSINESS'
Real Estate Sales
6 ENTER NAME, TITLE, AND BUSINESS ADDRESS OF MANAGER(S)IMEMBER(S) OR IF THE LLC HAS NEVER HAD MEMBERS, ITS ORGANIZERS (ATTACH
ADDITIONAL PAGES IF NECESSARY)
See Statement 1
NAME- BUSINESS ADDRESS-
NAME- BUSINESS ADDRESS-
NAME- BUSINESS ADDRESS -
ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES.
Jackson L Conner
TYPE OR PRINT NAME
!�Z/��o
— I DATE
TITLE
ANNUAL REPORT FEE: $200 MAIL TO Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626.0525
6=r
ei2<-06
DEC 1 8 2010

• Conner-W, LLC ' r"cy Redactlw
NC Annual Report Members Names and Addresses Statement 1
Wallace J Conner
204 Diamond Cove
Newport, NC 28570
Jackson L Conner
105 Gloucester Court
Newport, NC 28570
Kerry A Briggs
959 Black Eyed Susan Place
Vass, NC 28394'
C
DEC i 6 201D
BY:
Statement(s) 1

AGREEMENNr FOR PURCHASE AND SALE OF AEALYROPE M
THIS AGREEMENT made this O ?O♦� day of AllgnA MQnh .by end beween
=nrrmt Tnhw ;v�i c-J {tor �2 Road *LLL ef- ("Huya"l and
(�nndt-4i, LLC ("Sella").
FOR AND IN CDNSIDPRATON OF THE MUTUAL PROMISES SET FORTH HEREIN AND OTHER GOOD AND
VALUABLE CONSIDERATION, THE RECMPP AND SUFFICIENCY OF WHICH ARE HFREDY ACKNOWLEDGED, THE
PARMES HERETO AGREE AS FOLLOWS:
Sectlhe 1. Tam and Deflablmu The tam listed bolos, d" havo the mapectin meminz given them a set forth adjacent to eseh
tom.
(a) "thmartv'h (Address) Ana t< ma4tlr AL4 acrr� Inrckd na iiv. mtclw.rwt .c)dp — _
if Oils bass Is dlw*W. 'Pmpeny" .tall nwn that property described on P.sh1Mt A attaeltod hereto and inmtpotated
hemwDh by reference as if folly son forth herdn, together with ag baudbhgs and 6wrovam m thermn and an fiaarres
nit appotmrmcea thmem and au lsmsona! ptapaq, Hany, icmHed on fidnHdt A.
s (b) q%rch aaPsiee•ahalimeanthessmof Ant rnilliert and saHrms hdhnciAd
mosan l Ayllars Don.rs
pga6k can &%aJmililm6aO rows:
s '34,000 -Thtr+u aur-thau<and nlnllrxrs DoBers
arteamenfolwvm AIJA
Upon wmpftm of Op amUM do Fermat Money shall be promptly depodmd to wrow with
upon under the provlefoae of Section 9 herein.
O TM 84RNKS[ MOUSEY LS TO BE DBPOSrIED IN AN DITER ST HEARING ACCOUNT. TO
BE APPItID AS PART PAYM3Mr OF Tag PURCHABE PRICE OF THE PROPERTY ATTHE
TDWM RARE Ill CLOSED, OR DISSURSIED AS AGREED UPON UNDER THE PROVISIONS OF
SECTION 9 HEIUM.
mmignmogrumm"mign7m."
1114 years, at an interest ate not to et
m amxcd -*-%of the ton amount:
Page I of 6
H6 per annum with moMp loan discoam potters net
pay aU area Loo dawd with ail mob ban.
North Carotins Anodatbo of RRALT]RSa.Inc
.®,. Buyerinitials Sauer Initials
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Section IL Notices; Union otherwise provided herein, all nodcar and other communicator which nay be or are required w be
gwen or made by any pony to the other In eonnaction herewith shell be in writing and shall be deemed to have been property given
Ind received on the data delivered In pawn or depodted In the United Sates mail, registered at caRfaed, Tatum recelpt rowevid, to
the addreaa set out in Section 1(g) as to Sellar and in Section 1(h) an to Buyer, at at such other addresses a spaciBad by written
notice delivered in aaordsna herewBb.
Section IL Entire Agreeaeati 'Ihb agnment mnatihules the tole and entire agreement among the parties hereto and no
modification of thin Agreement thallbe hinding unlca in writing and signed by all parties hereto.
Section 12. Adverse Information and Compliance w'ab Laws.
(a) triter 2w, nd d^ Seller has no knowledge of (i) mndemnatba(a) affecting or coatamplated with respect to the
Property; (it) actions, pia or proceedings pending or throsioeed aping the Propcty: (10) ehsnges coutemplaaed In any applicable
la t. atdiaoces or restrictions affecting the Pmpnnp; or (iv) gwerrrmemal special aetnsmants, diner pending m confirmed, rn
aidenik paving.ving. waver, sewer or other Improvements on or adjoining iha Property. and no owners' stsamedon sspecialaateumrnu,
erceptu[PNIA,
(lesed "None or the idea fication of seen —&rent- it any} Seger shell pry all confirmed owners' aswelatbn maemenis end
all conlilydad gmvarwmnW aaetsmInla, if try, aft Boyar shall tale Me subject in all pending aaaamdaa. If any, was otherwise
(b) Q=hm To The but of Siller's kmaledp and belief, (1) Seller has compiled with all applicable Laws, ordinum.
rCSUWooR atstetee, rufa sod rNtrkdma pertaining in Of affecting the Pmpany; (it) performance of the Agreempht will cot raeuk In
the breach at; uwntdmte any default under or result In the impmition of any Ibm or eeaombranee upon the Pmpmy under aryl
apemeot or other iaarcoonal to which Begin it a party or by which Sails or the property is boned: and (M them are no legal
sedona, aria or other legal or admioWrodve proceedings partly or dmatcwd Malaat the Property, and Seller is rot aware of arty
facer which might rmWt In any such action, suit or other proceeding.
Section Is. SSrrlval of Repeam4tlost and Warraatlnr All rtpro seoedoos, vamntles, 03MOW &nd ag+eemeata made by the
parties ham 9W survive the Cleft and delivery of the d" Seller dall, at or wBhio dX (6) wombs star the Cbamg. and
wddeond fmdmr oarnideradoM aaecots, acknowledge and dolfver to -Buyer such other documents and fmtnmrorm, and cake ouch odsr
&clop a Buyer may reaoeshly re"M or as may be twcuary a more elfeedvey tnnsfor to Buyer the Property described herein in
aooadaned with fh4 AV=MeaL
Section 15. Applicable Laws ThhAireemeatshell be construed rmda the Lawn of the state inwhich fie Property is tooted.
Section 16 Tss.Baktsod Esmhsaga Is lion avea Buyer or Sella dasbw w efioa a ta�ddand eaihanp his omhnemdon with the
conveyance of the Property. Buyer and Seger Was to eoopmate In eHa ft such daehutge. plovhled, bowewer, th&othe aaehMWM
pay &hall bat rUporsibb for all aed(donal man awdsnd with josh eftsbange, and pmvwzd father, that a ronbanhanging Perry
shall to &sotme any addl'mnrl llabShy with respect to Inch en-delemd exchange. Seger and Boyer shall exdmte Inch additional
docamens, at no ern to list mrrearS&ngfing pony, a shal be ngidrad te give affect to this provision
THIS 00=MPM' 15 A LEGAL DOEMAE lf. E)MCU TON oP nM DOCUMSNC HAS LEGAL COpSROUPNCES THAT
COULD RR ENFORCRAB1E IN A COURT OPLAW. THENORTH CAROLINA ASSOCUMON OF RPALTORS® MA[O.'S
'I// Pap S
Buyer Initials Tz9 SoBsr ln_
e� (,tt r`
KIWI, JI
S'fANBARDFORM SSB-T
_ ® 7120M
DEC 1 5 2010
BY:

NO REFRESENPAMONS WNCUMNO THE UG& SUFICMNCY.LEOAL EFFECC OR TAX CONSHOMCES OF THIS
DOCUMENT OR THE TRANSACILON TO WHICH IT RELATES. IF YOU DO NOT FEEL THIS DOCUMENT MEEM YOUR
NEEDS YOU MAY WISH TO CONSULT YOUR ATTORNEY.
BUYER:
iadMdtul IndiAhal
(SEAL) (SEAL)
D4r.
!SEAL)
n.m•
n.1,
The caftitmW baeb9 ack mkftu tvcdPt 0! tha Ftmat HOMY eet fCM h4+ei0 ud IVM 0 bold add E. t
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Exhibit B
Attachment to Agreement for Purchase and Sale of Real Property By and Between
Income Investments -Poole Road, LLC ("Buyer") and
Conner-W, LLC ("Seller")
1. Buyer will be responsible for all costs associated with Due Diligence.
2. Unless waived, Buyer's obligation to close is contingent upon receipt by Buyer of all
permits and allocations necessary for construction of the apartment units.
3. Except as hereinafter provided, prior to closing and in the event Buyer applies for any
conditional use permits, special use permits, annexation requests, utility applications, etc,
Seller will agree, at no costs to Seller, to sign as Owner of the Property, with Buyer as
Petitioner. Seller agrees to return the signed documents to Buyer within 3 business days
of any such presentation and request.
4. Within Ten (10) days of execution of this Agreement, Seller shall provide Buyer with
copies of any title insurance policies, title opinions, surveys, wetlands delineations or
surveys, soil studies, and environment reports of any kind related to the subject property.
5. Buyer agrees to work with Seller and Seller's designated engineering firm, Stroud
Engineering, to design the water and sewer for the Subject tract in such a fashion as to
reasonably and practically serve the future needs of Seller for its related land holdings
consisting of approximately 300 acres. Seller will be responsible for the differential cost
between the design and installation of water and sewer as compared to the cost if the
water and sewer were being designed and installed only to serve the" Subject Property"
It is contemplated that the sanitary sewer will have to be installed at a greater depth and
pcasibiy a larger pipe size than would otherwise be requirod in order to serve Seller's
remaining land. Likewise, it is contemplated that the water service would have to be
designed with a larger service line than would be required to serve only the "Subject
Property".
Buyer agrees for Seller to have input with these designs and Buyer's consent and
agreement will not be unreasonably withheld.
Any differential cost obligated by Seller shall be paid pro rata as the Buyer pays his site
work contractor for each payment request and each payment request will be submitted on
Form G702 entitled "APPLICATION AND CERTIFICATE FOR PAYMENT' and
M1T� DEC 1" 6 2010
BY:

Form G703 entitled "CONTINUATION SHEETS", all a part of the AIA software
package for general contracting
5. In the event of any conflict between the terms and provision set forth in this Exhibit B
r;-vl
and the Agreement, the terms and provisions of Exhibit Bshall control.
Buyer Initials: "I Date: 09
S Seller Initials• Date• fl
6. Contemporan uely with the execution of the Agreement, Buyer shall
deliver to Seller the sum of One Bundred and Ho/100 Dollars ($100.00)
(the "Independent Consideration"), which amount the parties agree
is consideration for Seller's execution and delivery of the Agreement
and for Seller's agreemeatz-to be bound by the provisions of the Agreement.
This Independent Consideratiopr_issin addition to, and independent of,
any other consideration or payment made to Seller notwithstanding any
other provision of the Agreement to the contrary. The Independent
Consideration is non-refundable, shall be retained by Seller even if the
Agreement is terminated, and shall not be applied to the purchase price
at Closing.

7. Buyer's obligations hereunder are conditioned upon: (a) the Property directly abutting Old
Fashioned Way; (b) upon Old Fashioned Way being a public road maintained by the Town of
Newport; (c) upon Old Fashioned Way being at least sixty (60) feet in width and extending
from the boundary of the Property to the unnamed Service Road ("Service Road") shown on
Exhibit A -I; and (d) upon the Service Road being a public road. In the event Old Fashioned
Way and the Service Road are not public roads for their full length from the boundary of the
Property in the location of the entrance to the Property as shown on Exhibit A to U.S.
Highway No. 70, Seller shall own and convey to Buyer at closing, a non-exclusive, perpetual
right of way and easement sixty (60) feet in width for the purposes of ingress, egress, regress,
access, the installation and maintenance of utilities, further subdivision and the right to
dedicate roads to public authorities over said Old Fashioned Way and the Service Road from
the boundary of the Property in the location of the entrance to the Property as shown on
Exhibit A to U.S. Highway No. 70. The Property as defined in Paragraph l (a) of the
Agreement shall include the foregoing easement. In the event of a subsequent dedication by
Buyer to applicable public authorities of the easement described above, Seller agrees to join in
such dedication by Buyer of said easement to public authorities and to perform any upgrades
and maint uired for such dedication and acccvtance.
-f,,wr y NO) 9 f L /`----
Seller also and convey to Buyer at closing, a non-exclusive, perpetual right of way
and easement saVA60}-feet in width for the purposes of ingress, egress, regress, access, the
installation and maintenance of utilities, further subdivision and the right to dedicate roads to
public authorities (in the event Seller does not dedicate such easement to public authorities
within twelve months after closing) over that portion of Old Fashioned Way extending
southwardly from the northern line of the Service Road to Nine Foot Road as said Old
Fashioned Way and said easement are shown on Exhibit A-1. The Property as defined in
Paragraph I (a) of the Agreement shall include the foregoing easement. Buyer is not obligated
to maintain said easement or any road in same.
8. The Property as defined in Section 1(a) of the Agreement shall include, and Seller shall
convey to Buyer at closing, a twenty (20) foot wide non-exclusive, perpetual right of way and
easement for the purposes of emergency ingress, egress, regress, and access to and from U.S.
Highway No. 70 in the location shown on Exhibits A and A-1 and depicted thereon as "20'
Secondary Emergency Access to Service Road at Dollar General Store" and "Proposed
Secondary Emergency Access 20'" (hereinafter collectively called "Emergency Access
Road"). Buyer shall pay the cost of placing rock in said Emergency Access Road and
maintaining said Emergency Access Road in an all-weather passable condition from time -to -
time. Buyer agrees to construct and maintain a secure gate arrangement on the Emergency
Access Road with appropriate cautionary signage that prevents ingress and egress except for
fire trucks and other emergency vehicles which would have access to the locking mechanism
on said gate to the end that no parties other than emergency vehicles would be able to pass
through the gate. Buyer's obligations hereunder are conditioned upon the Town of Newport
and all applicable governmental authorities approving said Emergency Access Road without
requiring that it be paved and approving Buyer's construction of 312 apartment units upon the
Property for Buyer's Intended Use based upon the existence of said Emergency Access Road
designed and maintained as above provided. Buyer's obligations hereunder are condition upon
Buyer receiving from the Town of Newport written approval of the use of the Property as
IRECEI'V'ED �
IN171AL DEC 1 5 2010
BY:

described above based upon the existence of said Emergency Access Road as described,
constructed and maintained in the manner described above.
9. There have been discussions between Buyer and the Town of Newport with respect to the
ability of Buyer to construct 312 apartment units for its httended Use upon the 22.11 acres
shown on Exhibit A. The issue is whether that number of units exceeds the density
restrictions of the Town of Newport. Seller agrees that in the event the Town of Newport
requires that Buyer's site be 25.6 acres in order for Buyer to construct 312 apartment units for
Buyer's Intended Use, Seller will convey to Buyer at closing as part of the Property, the
"shaded" area shown on Exhibit A in addition to the 22.11 acres shown on Exhibit A. In that
event, the shaded area also will be a part of the Property as described in Section I (a) of the
Agreement. The conveyance of the shaded area by Seller to Buyer will be for no additional
consideration.
10. Seller represents that the Agreement has been, and that all instruments executed by Seller to
perform Seller's obligations under the Agreement will be, duly authorized by appropriate
Seller action and are and will be enforceable against Seller in accordance with their terms. At
closing, Seller will provide to Buyer an original or a certified copy of entity resolutions of
Seller executed by all of Seller's members and managers authorizing Seller to sell the Property
on the terms set forth in the Agreement. Such resolutions shall name the party authorized to
execute the closing documents on behalf of Seller.
11. Buyer and Seller have dealt with Chalk and Gibbs (Buff Chalk) as a Broker. Seller agrees to
pay the broker's fee to Chalk and Gibbs (Buff Chalk). Except as set forth above, Buyer and
Seller agree to indemnify and hold each other harmless from any and all claims of brokers by,
through or under the indemnifying party for fees arising out of the sale of the Property to
Buyer. Buyer and Seller represent and warrant to each other that except as to the Broker
specified above, they have not employed any broker to be involved in this transaction.
12. Seller will have prepared and pay the cost of a survey of all of the Property and the production
of a plat thereof, including the 22.11 acre tract, the shaded area referred to in Paragraph 9
hereof, and the easement, Old Fashioned Way and the Service Road as described in
Paragraph 7 hereof to the extent that they are not a public road. Buyer will pay for the portion
of the cost of the survey which relates to describing the Emergency Access Road described in
Paragraph 8 hereof. The survey will be provided to Buyer on or prior to thirty (30) days after
the last party executes the Agreement. In the event the Town of Newport regulations so
require, Seller will obtain any required approval for the Property to be subdivided and
conveyed to Buyer.
13. Seller shall own and the Property will be conveyed together with and subject to a non-
exclusive, perpetual easement twenty (20) feet in width (except said easement shall be twenty-
seven (27) feet in width at the triangular area depicted as "X" on Exhibit A-1 and located north
of the area depicted as "Possible Gap") in, to and over the "Proposed 20' Drainage Easement"
as same is shown on Exhibit A-1 from the Property to Penny Road (Howard Road). That
easement is for the benefit of the Property and the Cove Condominium property. That
easement is for the purposes of drainage and includes the right to construct, maintain, pipe and

repair ditches and pipes located within said drainage easement. The benefit of the drainage
easement to the Property is a part of the Property as described in Paragraph 1(a) of the
Agreement.
14. Buyer's rights in this Agreement may be assigned.
15. The date upon which the last party signs this Agreement shall be the date set forth beside the
initials of the parties as shown below.
Buyer Initials:
Seller Initials:
/6. L%xa,�t�na,on l�evlo�Q
ND. 4851-1710-5159, v 2
Date: O 9A5 c:2 O /o
Date:
beyVI-S
DEC 1 6 2010
BY:

There is no Exhibit C.
INITIAL ' '
% , . , -
Exhibit C

UNITED STATES OF AMERICA )
DISTRICT OF COLUMBIA )
EXCHANGE DEED
THIS DEED made and entered into this day of
1972, between the UNITED STATES OF AMERICA, acting herein by and through
the Director, Division of Lands, Forest Service, United States Department
of Agriculture, hereunto duly authorized by Act of Congress approved
March 3, 1925 (43 Stat. 1215, the delegation of authority and assignment
of functions by the Secretary of Agriculture dated November 27, 1964
(29 Fed. Reg. 16210), delegations of authority effective October 20,
1971, by the Acting Sel-retar/ of Agriculture and the Assistant Secretary
for Rural Development and Cunservaticn (36 Fed. Reg. 21529), the delega-
tion of authority by the Chief, Forest Service, dated June 5, 1968 (33
Fed. Reg. 8552), and the delegation of authority by the Deputy Chief,
Forest Sc vice, dated July 5, 1968 (33 Fed. Reg. 10115), the provisions
of which have been complied with, for and in consideration of the con-
veyance to it of 707.12 acres of land, more or less, in Carteret County,
North Carolina, the receipt of which is hereby acknowledged, does hereby
remise, release, quitclaim, and convey unto WALLACE J. CONNER and
GAYNELLE S. CONNER, his wife, of Carteret County, North Carolina, all its
nE right, title and interest in and to the following -described tract or
parcel of land:
;N�
FOREST SERVICE TRACT NO. 543
CROATAN NATIONAL FOREST
Cam+ xVE
DEC l'b 20M
w
BY:

H
r.q
(1-543)
CROATAN NATIONAL FOREST
Tract No. 543
All that certain tract of land lying and being in Newport Town-
ship, Carteret County, North Carolina, on the waters of Barber Branch,
a tributary of Newport River, and being entirely covered by Registered
Certificate No. 8, and being that part of the United States Interstate
Cooperage Company Tract No. lb lying west and north of that part of
the said Tract No. lb sold, conveyed, and quitclaimed by the United
States of America to Leslie B. Adams, Jessie I. Adams and C. T. Cannon
by a deed dated January 9, 1953, and registered in the office of the
Register of Deeds of Carteret County, North Carolina, on January 22,
1953 in Book 2-A, page 428, hereinafter called the Town of Newport
Exchange Tract.
All bearings in this description are referred to the true merid-
ian and all distances are expressed in chains.
BEGINNING AT CORNER 1, a 2-inch aluminum pipe set in the right-
of-way for Highway U.S. Route 70, on the east side of the highway.
which is Corner 9 of the Town of Newport Exchange Tract, set in line
between formerly Corners 3 and 4 of the United States Interstate
Cooperage Company Tract No. lb. A concrete right-of-way marker bears
N. 2°00'00" W., 79.43 feet. /
Thence crossing the said right-of-way:
(1) NORTH 82040'00" WEST, 261.73)feet to CORNER 2, a concrete
right-of-way marker set on the west edge of the said right-of-way at
its intersection with the Old Fork of Newport Road.
Thence with the line between formerly Corners 3 and 4 of Tract
No. lb, the meanders of the Old Fork of Newport Road:
(1) NORTH 83°39'30" WEST 235.30'1eet, common to the Gricc and
Nelson parcels or lots, to COR?ER 3, a 4" x 4" concrete post, the north-
east corner of the S. J. Gray lot at the centerline of the said old road
and in the west edge of a private road with a right-oi-way width of 60
feet, running southerly in a residential subdivision and with a right-
of-way width of 40 feet, running northerly to Nine Foot Road N.C. S.R.
1124.
(2) NORTH 85°49'30" WEST, 245.45Jeet, common to the. S.J. Gray
lot to CO:INE: 4, a 4"x4" concrete post, the northwest corner of the S. J.
,Gran lot at the centerline of the said old road.
`r ,
PAGE 2

1
(2-543)
(3) NORTd_A9°23'30" WEST _237.20 feet to CORNER 5, a wooden
hub and tack in the centerline of the said old road, common to the
Wallace B. Hill Tract.
(4) 1SOUTH 86013'30" WEST, 456.62 feet to CORNER 6, a wooden
hub and tack. in centerline of said old road, common to Wallace B.
Hill Tract.
(5)!f NORTH 86°56130" WEST, 295.66 feet, to COMER 7, a wooden
hub and tack in centerline of said old road, common to Wallace B.
Hill Tract.
(6) / NCRTH 80°47'30" WEST, 120.23 feet to CORNER 8, a wooden
hub and tack in centerline of said old road, formerly Corner 4 of
Tract ::o. lb, common to the Joy Gray parcel, and Wallace B. Hill Tract.
A 4" iron pipe at the north edge of the said old road in the line ahead
and common to Joe Gray bears N. 12°45'00" W., 11.30 feet.
Thence witn the Jo.: Gray parcel:
(1) /NOR..d 12°45'OC" G:EST, 446.65 feet to COL LR 9, a 1-1/2"
iron pipe 6" below ground level, two hacked trees for witnesses,
formerly Corner 5 of Tract No. lb, coraon to Joe Gray parcel. A 4"
iron pipe on south edge of Nine Foot Road, N.C. S.R. 1124, bears
N. 24-30'00" E., 162.05 feet.
Thence with the Joe Gray parcel and the now or formerly Cicero
Gray Tract:
(l) /NORTH 26*15100" EAST 1471.14 feet, crossing the Nine Fcot
Road, N.C. S.F. 1124, to CO?XER 10, formerly Corner 6 of Tract No.
lb, an izon pipe on a ridge, common to now or formerly Cicero Gray
Tract and W. h. Garner Tract.
Thence with W. H. Gamer Tract and W. M. Garner Tract, now or
formerly:),
(1) / NORT:i 6°00'00" EAST. 2891.46 feet to CORNER 11 formerly
Corner 7 of Tract No. lb, an iron pipe on a ridge, a concrete post
with a bronze disk, marked "834-1, 1935" set alongside, common to
W. M. Garner, F. E. Mason Trar.t, W. H. Garner Tract and M. L. Simmons
Tract, now or formerly, witne;L-d by the following bearing trees:
1) a 6' longleaf pine bears S.71N., 32.3 feet. 2) A 5" longleaf pine
bears S.21°W., 52.8 feet. 3) Ai 8" longleaf pine bears S.3°W., 40.9
feet. All bearing trees base blazed and scribed "BT".
PAGE 3
DEC Ib2010

7 It c RZo3`t8 _,
cf the ri ;'lt-Oi-'. ny :Or-
crosain g ..:c centorlin(; . _ _ L-o: _
survey station 211+61.6G-L-:16'cc
tila OZ15L Ld ZO Oft the ")'
p:j:e t2i th 3" alll':1 n..:1 G,p .. ....:�.. t.l.::. L-. :. _. -:r_ 3.t .. � ••�
an old rust._ iron Opip.:, t:_tnc_ c ':y C..'!
1:
1) :An" SW:: i:L �.a)' Jl'.:�.. ... 76° �:., _- ._... l�'�L. _� . i. JY.:: >�r.
be.:rs N. 54°l': , 25.7' fuet. 3)
Y
feet. Alh o.arin� :ces oase blL:_ Q..,.. scrl"cu f
Zf'Z • I2-
(2) Slii. 1:. 1:015' _iL- 'i_Ct to t... _ Or:
Corne: y u_` Trac: :.n. IJ, .. 2
�.LII GlfGL
ni_. Ca? .,rKcd 1971" :.it
p4_. a, witnessed by Li'-c oI'_o, in;; _ ._s: 12" -.onc e
K.64°W., 42.9 feet. 2)' s lc° G
7" oe.0 _ r.e
bears -• '
�i `d
feet. all bearinG trua., 'case ..�. ..•.� .,cr1LeL
(J') �0,•Tn 63-4 c_ /$2.9L Jfu,._ tc
.._.-i:C
COLLET _O 0= -L,Ct No. 1J, a .'."�, -al•.._ '" "-- .C
1• ," se:: a)on m amide .O1c. ru.,L2C
a ,.71 L7i Cal fla Yi:a_4 "%�:�. 1�1-.i�..-L, 1'; 7.
n
1r0^^. p�?�=, WiC^.GSSCG .,r tl'.:. :`J 11uiJii:'o G.t..Y li:j; Cr a 6 ;iOn:.
pine bears `. 33`E. 17.E f c:. 2 A 5" ;:or.d pine bears S.60 7'
21.1 feat. 3) A 6" pond pin brta•-s S. 66° [:., 29.0 feet. All be r-
ing trews base blaze.: Lr,d scribed "LT".
(4)/.CC'_ITH 72 45' i-.=.5: 667.92 -eat to CO' •'•? 15, fo.-cr_'
Corner 11 of Tract No. 1J, a 2" galvanized iron pipe with a niuni-
nun cap marled "COR.11-1R.1B, 1971", sat alcngsice an old rusted
iron pipe, witnessed by the following bearing trees: 1) A 5" pond
pine bears S. 38° W., 38.3 feet. 2) A 7" pond pine bears S. 720 W.,
49.5 feet. 3) An 8" pond pine bears N. 82° W., 33.0 feet. :.1l beai-
ing trees base blazed and scribed "BT".
Thence with Wallace J. Conner Tract, forr.arly I. S. Garner- .ract:
(1)/SOUTH 300 45' Id ST 2641 feet, crossin. the east ed,e cz
the right-of-wcy for Highway U.S. route 70 ct 2472.69 feet, to CCx':,"
16, for-. arly Corner l-' of Tract No. lb, a point in the said right-o -
way 29.0 feet left and easterly from the centerl`_nc o: the said
of -way at highway "L-Lire" survey station 242+56-L-POT, no corner set.
♦ # r PAGE 4

(4-543%
(2) /soll-m 520 05' �- 5 �:L�- Ci G.,.,_ tl'.0 CC
Li,c .4,^,11t-of-way cor :ii:;'n: y L'.S. 70 1,1.12 ft .:ic'cance,
to CGiLS;.R 17, for,;.erly Cc_n. r 13 G+ .. C:ct :\o. Ib, 4:.1 CI7 ir, Cor: •-r C
"
of the Toc.:1 of :del:port .-..c!ta' ;u Tr,:ct, .. 2'_var.i ed son p:.,c
with an aluminum cap, markcd "13-21-Ti..:;:, 1935 , cc. -on to .. boL-Cl
ary of the Town of Newport, .._t11..s.,..d by ...:C. .c_lcwin:, bc!Lr_-l- tr CCs:
1) An 18" loblol/y pine bc..:ra S.4:' - 13.2 =_zt. ) An lc" _um
bears N. 29° 30' E., 25.7 feet. :.il o,cring trees base blazed and
scribed "BT".
Thence with the _'oun of Newport Exc cnTract . nd tee bound-
ary of theof Newport:
(1) �Tlwn
U- 1 10 101 ,. <'. — ^! •t "]t to CO _ CG1C LL
right -of -Way ma' kl,r Sct on C1:C "-L eL Of t:7C
d•
Highway C.S. Route 70 at its 1nCC:S CtiCn w"ith the r.G rh eG�e Gf
right-of-way for Nine Foot Ro::d, N.C. S.R. 1124.
242•7
(2) °CPT�i 2° CC,' _`et_ cros•,_r. the -_c ?: :e
Foct Foal, a.ic a. _: a ccn• -,.ay ....r.: r :.et cn
.,:;uth ed;,L of L..." . -G.-,.:y for
ta and passing a ccncratc ri„i:t-of-gay .._r. sat C.. t..,.
eL„e of ch; right-of-way Tor .. .,:y U.S. .oute 7t at 163.31 feat
c tancc, to CO. :� 1, ':::c ?I.':C.' 07 it' 7: :I' ^, containing �n
area of 3'6.13 acres the sane 7.oru c-
RA
-- Cam+ �'V'1�D
DEC 1 5 2010
BY:

9 ?`)t'.I
oanIIn0Ta9%, 3o ILIMUIle(InQ sn7 1S poITul
oOTAa )s I )10g
Sp UL''1 jo UOISTAIQ `_1U100a
sn NVA 'rl '0
VD1,11•Ih\' 30 S-1 I t' I S (ITi I till
r S
' UO"1 T.li1 OAog4 1Sa T3
_n•.,, Pur QIT otil uu • o.ml lnal.T7Jv jo luni-il (Vd,IQ s011'IS p•'1Tul °q1 jO
lens aril poxTj3u puu owuu s1T pogi3wgnS olun,lanu, sell •nanllnojaVV ju
luovtla�tloQ SDIUq po1Tu:1 '• IMOS lsnau_I `%pur'l jc) uoTsTAIQ `lulual cQ
s1T nq 30 SALVIS Q'Lllil.l PTSS ot11 `10liliHtl SS'•'IIljm [.I
',l .)!•LIuT 'Sllti'TtSt' put' S.IT,)Il
aTog1 'o3T,•, snl `�''.CJN00 'S 'i"IT `dill" pun J ;ad00 '[ olun put:l
Tu lo�_tr.cl 10 IOVAI pngTuos.,p-),%0qV .uit Q'I011 0.1 GPI%l "AVll 01-
So111IT1n
otlnncl pur 5.ier,y5tq •_peOa ',-u! l,,Tx„ ul 1,)"if"lS
Sp.n, �iunu0
1aao11a0 xo spaoa-� noil j,- 'L17 o c)l `, a+ol ut p:,p.u,n a putt `cLbi
c g0avl� PL-aeP Poop Acl riuuchu+)0 uira l `—Z61 `) ounL
at „aeyn;;-oyael0 ag7 3o A1I_I011a9r null _I„pun poa1nb,1U S n V11P ql
1�Lal 't>'S'iI 3o uoTlaoci e p.rllllaS.'"p--)A0gV rru,L
11

ANA
UNITED STATES OF AMERICA
DISl'RICT OF COLUMBIA
t�
I
I hereby curt 1ty Lhat un this clay ix•fore nar•,
an officer duly authorized in the DisLI-icL of CnlwnhL., tl, take acknou-
ledc�menLs, perst,nally appcarl.d (,. W. V,In (.i I ,I- ; vhutio na-II(- J"l U!recior,
Division of Lands, Forest Se1-�ice, UniLed Still `I D(palLuu.nt '•f
Agriculture, is signed to Lhe folugmw; inI,L rument and k.hl, I- knoi.n Lo
me and acknowledged hcfore In( that lu-inI; inforluod of Lhe EI11111 1)1 f
this conveyance that he a5 s,tch office) and uitil ful l rtuthortt c• e :!II d
the samo voluntarily �,nd affixed Lhc sl,11 (if Lho holed Slat(—, DI•!•Jrt-
ment of Agriculture as ',Uch DirCCt0 C, Dtvl•il"Il ,It I:tnd , Fnrl• t Se_rvrce;
United Stat(-s Departtiwnl of Al;ricultun•, in Ill' I;nur Ili ,tnd <In h�h.tlC ,IC
Lhe United SLaL, s.
CIVLN under my lu,nd ,ind ofI Icl.11 :I thl - thI• t d,o if
1 97 2
%ly (}❑m1ii SS inn I. t1)1Ie
STA 11. 01 NOK'1 II ' llt01, Ih.
CMIN I 01 (.•\R I I I:. I
�ili�,1, •fr VI]I II ILA �� -_—_____._..
I'• t, ri 11 .• d In I , I � � I I I I ,
111 I ,I d IC I I I _ _.____. —__— .--_ __ _ ___—- . I I I
-
s
8
i,r 1 5 2010

NORTH WtOt NA, CARTERET COUNTY
The hlepomfl of fh t,n autays) Ithre
ep d fobs cornxt Th:'IYfi.r'kr: aoi tn. cp
WO so tl1U11' n 9,9vR n .`o llalu k 11 m1o, Srt In
11W 900k Crp VAYIp FlC�src1 J'1 V`9:,t5: Ge O Wftf
we t6 An, f, rieg-,m �D68fb
By /Y+M1YMAa(�IN
: 6OiNgl
STATF W MOPTH CARGLINA
COUNTY Or CARTAWT
%olania Arthur 3P
CARTERET COIPHIY
HD Date 12t25/2004 Tine 14:219,00
OR 1009374 Page 1 of 3
Pteprred ny- Renueth K Ki rlmwn
Pltb 342 - 4915-0 Arend•oll S-
Morehead :ity, NC 28tn5i
PIN .433PN64.LVW B 54L,Y
; rAow - 0
GEED 6I• COI. yE'iANCE
rw
THT_ TEED, nade and enterati into than _ day ac lieremvw
jUC4 oy and cetw-en-
_nmlwr-le, I.11
hereinafter whethac one or Ame pq:•sons referred to as part, of
tha first pwo. ar,d-
THE CO&E3 AT ,N&WPr,H", 1 , INC
W, Gox 1830
Moinhyad City, NC 2H55'
hereinafter, .J^wuw one or core 'persons, reierrrd to as party or
the second Fort Kt tic5ny L'lIly ucdrr Lood and agreed that any
pUcHULIn or +.tire[ ward user] herein shall he consrroed an singular or
mural, and of t.ne masculine, Cemin.re or neuter gmdet as the
C-rLeXT 70V W icety p: cemu:rel;
W i T N 8 1 u F. 11
THAT the patty of rh> first par L, in c•onsioi ration of the .um
of Ten Pallars 151;.00) and utter gcod and ^eluahle contidera-ton
to it pall by the pasty of the second patt, rlta rece>pt of +.arch is
hot -,by .ckc.:Wlr-dg,wa, hoc haraainnd and sold, and by thPRP plesent,c
dues hm.by Uru:❑ bargdin, sell, anll rnnvey ra tbv panty cE the
second Pas:. hiq Re.ra and escigns, that certain tract or parcel of
land siludte in Lhe CDIHJTY OF O'AKTFRET, S9'A9+:: :2 W.IP"I (;AROLk7q, and
morn paitirnlarly described as follows,
SEE ATTACHED SCREDDLE FOR LEGht D88CRIPTION
800K PALS
MC)Eq:l'V'ED
DEC 1' 6 ma
HY;

-2-
TO HA'E AND TO HOLD said tratL ,:r p.rxcr_l of land and uil
hu vl L:yen and aOFru-i epgn ;r'S rh«ti±rAntp N,,Img3 mj in
app�rtasron9 to :.he said party of r_he second pail:, hie h-its and
ass:ans, :o lhe.tr en Ly use and behoof farever
And thw .=eid r the Ctrst hart cL cz, rrn:etxanL [hat it :t
sci.v d of ceid pram>nes in fee and has the rr91-it to r,.onvey the sare
Is le< sample that the same As free and clmr of encumbrances, a,a
cha: is will warrant and forever defend Elie said Lirle to the sa..;
agn=ncr tha Lawful claim of ,Ii persons whomsgevnr
:F 728T'_MONY 4.HEEEOF, the said party of the first part has
hareunr:. ex�cutoa this need by authorized sAgnature 0= . a
manager lsl undrr seal: tho day and prar I'lrat arrove
CUNNIKR-w, LLC
By V �rt�Y/I (veil,
N1tN/v�8k
s'i F; r2 rF iA`N'CN CANOL -hn
CiNTITi IF ('ARTFFEYP, I
�[� r['1 � c�dl .r Wntaty Pblic of the okgi esaAi
_, t
state w:,! Ccunty, do hereby _rerts fy �kat �QLk':o,"n LC,nflG✓
.Manager ur CialttJFR-9 LLC pers,',rally appeared befn:e me this day ay.d
acMnow)c,igcd the ,hue ewecvt.uoo of ttu, totequlay Eccd of C•att•e,an�,r
Niuw,e my han" at.d notarial s,eai thcs Ql day of u^FCB-BER,
2LL1
Notary publ iC r,. i3 � � ; °i
. � F• � to '
My 'grrtm mniun S.q>ira5 !'ti `4�^+_'(Q p�
BOOK-46�C PAGC

W. D. ROBERTS JR
R ofraafwhdSurenor
1302 Rolvrd Rd,
Newtmrr N.C. 2al:o
Phan (IIDIIi 17w
Demeripnion For, uniembor 21, 2004
'111E COVES Al NEWPOR r. Inc.
Lying ut Newport Township, Cortcrcl County, N-C: and being a portion of tracts one and't wo of -
that deed recorded in deed book 996 page 327, Carteret County Register of D=6
{Beginning at an urns pipe in the western right of way line of a 45' access road, said rrtln pupc bcme
located 3 82'23'20"W 232.7 P from a second von Ope of the 1nlersechon of said 45' R/ W line and
the western R/W tine of US 70, and second inn pipe being N 0703G40`W 225V from a nail at
The fnimection oRhe center lint of said 4S access road and maid wesh,2n R/W line of US 70, sairf
Pail being N 17'3436"W 448 80' from U 5 C (3 monwnent `'NEAT', and mnrmng, with the
western R/ W I'nte of maid 45' access road, S 07 `3C,10"L•, 3T 5(V to a point to said western WIN hoe
MI the northern property fine of Netvywt UG, L LC, recorded in map bank M) page 270 of the
Carteret County Register of Dceds; thence, with the northcn tine of Ncwpori W, LLC.
S 82'2 1204W 252.50'to an iron pipe, the north west corner of Newport DO, LLC, thence widt
the wcsteru line of Newpnt DO, LLC, 3 07"3640"F. 180 N'to an iron pipe, smuh west corner of
Newport DGi L.LC, thonce S 03"13'51"E 262.45'to an trod pipe; thence S 20'28'20"W 17%9T
to an hon rod; thence S 20'31'09-U' 10.06' to an iron rod; thence S 03'4620" W 52.9 to a nail
in asphalt, thence S 20'28'20"W 320.00' io a W ag twit in dte norilncnt R7 W Intc of S R 1 124;
thence N 69"31'39`W 571, 54' to an iron pipe In said lu W fine, said iron pipe bcmg the sensth west
comer of that tract of which this is a part; thence, with the westem lints orthe bads of which deli
is a park N 25 `03'30"R 420-W to an bon pipe; dnenee N 69'31'40' W 50 00' to an non pipe;
thence N 25'0330`F.876 59 loan iron pipe; thence N 36' 51'29"W 597.51' to a point in sand
wcstenn Wit; thence, leaving maid line, N 82"23'20"E 591 46' (o a point; thence S 07"36'40"F
153 8T to a point; thence, with a curve, having an me distance of 234, 78, a radium of 461) Wood
a chord of 27"13'54"E 232,24' to a point, dirnct S 36"5112"E 36.09' io a point; Hemet, w,d, a
curve, having an arc distance of 204 15', a radius of 400.OV, and a chord of S 22 ° 13'S6"E 201.94'
to a poink ncmce S 07'16'40"p 224 5T Io the point of beginning.
Containing 21 33 acres Wort or lees
CA
/r„nhnnmhwo
a --
R G]O;X`V &D
DEC 1' S 2010
BY:

e
•
.�.-.,,_.-._ .. -.._. .,.�....._....................�...............w _.,..,. _:.acla» — �.rt>LL'rdve.ot.smu=e -g•.gTim •yt. Real Es'ata= s )e,.a+,r;,r•`; _
�Exclse Tax flOHfH CARaltj�
1208.00 = ih°fo�09mueah(s)Ulffed to be
Tex tot No
Vn1Eed by
by
aw,e
�M yes, _
mf BCL Pis was pm
uh mroNed InM Claw u
aYaundoch�i)
- - - Shama Kw
or 1W
>v
0
A.wtlw „me ame .pp..0
Parcel ldmllder No -
County ao the day of
9.11 after rer.ohn¢ m Wallace J. Conner, Post Office Sox 520, Newport,
NC 285/0
This tslrumml was prepared by M. Douglas Gornes
Brief dncnpl,on for the Index
Acr a - US "/0 a Fi. Arad
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED vale thb 15th day of August 19 E3 , by and between
GRANTOR I GRANTEE
Conner Homes Corporation
Wallace d Conner
anal .n epVruerlete b4ex far tire p r n.mr .sere end It ,yp.00,la,q mere,,,, of m1hy is rerpu,wn m aar,p-Mty
The deal nation Grantor and Crantse ae used herein shall in"one said psrd,.,'hall heirs, unmon, and esn¢ns, and
ebell include m¢uln plural maacunnq feminine ar neuter, of r,o.1,ed bt context
WITNESSETN that the Grantor. for a valuable uns,ddrauun paid by the Cori -lee, the reee.11 of ah,rh a hereby
¢hnowled¢ed, he. and by these pre ... den part bar¢tln all and convey unto the Grantee m fee ample. all that
rertaln lot or parcel of land ..mated I. the City of Newport Tow ship
Carteret County North Ca, uhno and ma a p.a n.0 hit 1, deer caber is falWv
See attached Exhibit A.
r.w............r ..., ... ......e u» Pow. by Gama9tas ITw n,, I..
DEC I- 5 2010
BY:��

we. attained by G,..Wr by Imettionewt intardwil In
Tba pro" �arvbaabmgwr described
A mp ekawivt the iibriy* damitTibeed Property Is recorded in Plat Book V.S. a'. liberal. ba—,ill, W
TO HAVE AND TO HOM One f.,gaild lot or penal of Died ad all pe,i,,,. ad .,,.Mo.
Her G'..Ing I. I. drovil.,
Ana the Grantor tovinninta with Me Grant" that GrsDtar 6 gened of the prean.an, In fir AlmoVic has the right to =w,eY
the ... I. toe elmple. that til-a no on-kolebte and free end at,., of all encumbremea, and that Grantor will warrant and
defend Unt title .1-nat the J-wf-n titling of all entering 'b"gonr,, except for the a ... thing hal-la-ftal gab'd
Title W the pMps,-,, bgrainabove de.cribod ....Matt to the following axteption.
... ...
w ...... . ._;vruau
i� in
- --- - - - ---- --- --- --- -
-- ---- ----- -- -- ---- ------ ---- - - --- ------
--
--- ----
11417
---
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....
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-- . , ---r—o
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1
�--- ia-.--d--y- --- ----- r
a- ......in4-n. in........ nt- -..a- - -
w.
-cq-.DgK- "Mea CQKpoxfttAoa...x.a.
1------- --
o.'a------
In.
- - -

Tract -1;
Beginning at an iron stake that is South 74-20-49 East 518.30
'feat from a bolt in the centerline of N.C.S.R. 110. 1245 that is
--located 120.80 feet southwardly from the centerline intersection,
Of N.i S.A. No. 1127 and N.C.S.R. No. 1245 and runs thence South
a 76-10-11 (fist 460.50 feet to an iron stake; thence Seutn 27-44-
ell test 112.62 feet to an iron stake; thence South 74-17-11 .;ast
'154.36 feet to an iron stake; thence North 73-39-34 West 129.33
feet to an Iron stake; thence South 18-24-45 West 1335,00 feet
c to an iron stake; thence South 18-53-45 :;est 60.00 feet to an
;iron stake; thence South 21-32-45 vest 120.00 feet to an iron
` stake; thence South 23-51-45 West 100.00 feet to an iron sta Re,
thence South 24-04-45 West 100.00 feet to an iron stake; thence
South 23-53-45 vest 100.00 feet to an iron stake; thence South
s2, 24-01-45 Nast 100.00 feet to an iron stake; thence north 71-35-
,15 West 249.88 feet to a point in the centerline of N.C.S.R. 110.
1245; thence with the centerline of N.C.S.R. No. 1245 South 23-
1.58-03 west 1-33 feet to a P.K. nail; thence South 21-46-13 West
108.96 feet to a P.R. nail; thence South 82-26-30 East 478.60
feet to an iron stake thence South 85-08-28 East 1716.45 feet to
an iron stake; thence South 27-55-00 Cast 854 82 feet to an iron
stake; thence Worth 13-56-20 Cast 2890.46 fret to a concrete
monument; thence North 74-20-49 Nest 1892.92 feet to the point
of beginning, contains^g 129.024 acres, more or less, and all in
accordance with that certain nap and plan of Rosalyn Garner
Hoard Heirs Tract, as recorded in 1Aolci k�4 a )5, Carteret
County Registry.
Tract
Beginning At a point in the centerline of a ditch that is South
78-27-36 West 496.49 feet `. rom A bolt in the centerline of
N.C.S R. No. 1245 that as located 120.80 feet southwardl5 from
the centerline intersection on N.C.S.R. No 1245 and N.C.S R.
No. 1127 and runs thence South 23-23-51 East 165.63 feet to an
iron stave, thence South 18-24-45 Nest 1597.35 feet to an iron
stake; thence South 18-53-45 West 60.00 feet to an iron stake;
t Fence South 21-32-45 West 128.24 feet to an iron stake; thence
forth 61-12-01 West 289.87 feet to An it.. stake; thence North
83-23-15 West 62.85 feet ca An iron stake, thence South 44-36-45
West 82.22 feet to a po.ot; thence South 20-04-45 West 277 92
feet to a point, thence I.orth 38-55-43 .West 100.15 feet to a
Point; thence North 73-30-16 Jest 1467 80 feet to a pot^c;
thence Worth 14-41-18 East 41 58 fset to A point; thence .;trtn
56-43-26 best 87.5, feet to an ,on stake located At the
Southeast corner of the honeF-aoe tract; runs tnence Porto
33-43-52 East 1d4.64 feet; runs thence forth 56-16-15 lest
228.80 feet to a point in the eastern margin of N.C.S.R. %o.
1128; runs thence 11orth 33-43-45 East and with the eastern
varg2n of N C.S.R. No. 1128 123.8 feet, thence continuing with
the eastern ecce of cne road as it curves to the left to A point
tnat is 'forth 20-36-52 East 360 17 feet; thence South 82-57-02
East 1206.32 feet to a point thence Forth 04-39-47 East 619.60
feet to a point, tnence North 78-27-35 East 1194 54 feet to the
point of oeginning, containing 64 040 acres, more or less, ano
all in Accordance with that certain neg and plat of Rosaijn
Garner uoward deics Tract, as recorded in Nap000k 14, page 75,
Carteret County Registry.
62�d�;,; �/K & /.39
REClE7[`V ED
DEC Y' 6 2010
BY:_�--

\
Tract 93-
Beginning at a point in the eastern edge of N.C.S.R. No. 1245
that is South 27-24-03 t:est 269.00 feet and South 24-34-32 !lest
234.43 feet and South 50-19-16 Cast 31.41 feet and South 19-33-
02 :est 90.88 feet and South 18-24-45 t;est 187.70 feet from a
bolt located 120.80 feet southuardly from the centerline inter-
section of N.C.S.R. No. 1245 and N.C.S.R. No. 1127; and runs
thence South 71-35-15 East 220.00 feet to a point; thence South
18-24-45 ;Zest 1180.00 feet to an iron stake; thence South
18-53-45 Nest 60.00 feet to an iron stake; thence So..th 21-32-45
best 120.00 feet to an iron stake; thence South 23-51-45 t:est
100.00 feet to an iron stake; thence South 24-04-45 t7est 100.00
feet to an iron stake; thence South 23-59-45 West 100.00 feet to
an iron stake; thence South 24-01-45 Uest 100.00 feet to an iron
stake; thence North 71-35-15 West 220.00 feet to an iron stake
in the eastern edge of N.C.S.R. No. 1245; thence with the
eastern edge of N.C.S.R. 140. 1245 North 24-01-45 Fast 100.00
feet to an iron stake; thence North 23-59-45 East 100.00 feet to
an iron stale; thence Lorth 24-04-45 Cast 100.00 feet to an iron
stake; thence North 23-51-45 East 100.00 fee, to an iron stake;
thence !North 21-32-45 East 120.00 feet to an iron stake; tnence
North 18-53-45 East 60.00 feet to a concrete monument; thence
North 18-24-45 East 1180.00 feet to an iron sta Re, the point of
beginning, and being Sections,. d B f;e Big Ridge
Subdivision, as per :Nap Boo' arteret County
Registry.
Tract :4:
Beginning at a point in the western edge of N.C.S.R. GO. 1245
that is South 27-24-03 !Pest 269.00 feet and South 24-34-32 nest
234.43 feet and North 51-02-14 -,,cst 31.60 feet from a bolt
located 120.60 feet southuardly tram the centerline intersection
of N.C.S.R. No 1245 and I1.C.S.R. No. 1127 and runs thence with
the western edge of the road South 19-59-02 ;rest 101.09 feet;
thence South 19-11-45 .vest 12.30 feet to an iron stake; thence
South 16-24-45 test 1367.10 feet to an iron stake; thence South
18-53-45 Nest 60.00 feet to an iron stake; thence South 20-55-11
:rest 143.25 feet to an iron stake in the centerline of a farm
Path; thence with the fare oath North 70-59-00 West 142.00 feet
and Nortn 61-48-45 'nest 79.91 feet to an iron stake, thence
North 21-32-45 East 128.24 feet to an iron stake; tnence I:ortn
le-53-45 Cast 60.00 feet to an iron stake; thence North 18-24-45
East 1597.35 feet to a point in the centerline of a ditch;
thence with the d1tch"South.29-14-10 East-82. 50 feet and South
51-02-14 East 172.98 feet 10"the point of Beginning, containing
all of section 0, E, and F of 'the Big Ridge Subd n ision, as
napped and platted in I4apbooR 14, page 67, Carteret County

This conveyance is made subject to easements for roadways on
N.C.S.R. 1245 and N.C.S.R. 1128, 30 feet from the center line
thereof; also 20 foot easement from farm oath running from
N.C.S.R. 1128 as shown on the map and plat in Napbook 19, page
75, Carteret County Registry; also right-of-way easement for
Carolina Power and Light Company for electric services, recorded
in Book 369, page 99, Carteret County Registry.
Parties of the first part quitclaim unto party of the second
part all of their right, title and interest in and to the land
area of the width of 60 feet and designated ar. "N.C.S.R. 121.5"
and running the length of and dividing Sections A and S and D,
E, and F of Big Ridge Subdivision, as recorded in Gapbook 14,
page 67, Carteret County Registry; sub3ect, *.owever, to the
rights of the public fcr ingress and egress over said N.C.S.R.
and suo3ect to the rights of the North Carolina State Highway
Commission in said roadways.
i
R9CFII VElD
DEC 1 6 2010
BY:

North Carolina Department of Environment and
For DENR Use L1Y-
Rehew I\T)
�i Natural Resources
S mn
NCDENR Request for Express Permit Review
Time
Conf m�!
FILL-IN all the information below and CHECK the Permitts) you are requesting for express review. FA
or Email the completed Corm to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidsonidncmail.net
• Fayetteville or Raleigh Region -David Lee 919-791.4203; david.lee(dncmail.net
O C e A-'rN
• Mooresville & -Patrick Grogan 704-663-3772 or patrick.grogan(amcmail.net
• Washington Region -Lyn Hardison 252-946.9215 or Ivn.hardison(oincmail.net
• Wilmington Region -Janet Russell 910-350-2004 or ianet.russelli�ncmail.net
NOTE: Project application received alter 12 noon will be stamped in the following work day
Project Name COMPASS LANDING APARTMENT HOMES County: CARTERET
Applicant THOMAS F TAFT, SR, MANAGER Company COMPASS LANDING APARTMENT HOMES, LLC
Address P 0 BOX 566City, GREENVILLE State NC Zip 27835-
Phone [phone] Fax - Email ftaftoffice@yahoo cam
Physical Location OFF HWY 70E & OLD FASHION WAY, NEWPORT, NC
Project Drains into NEWPORT RIVER waters - Water classification C (for classification see-http /lh2o enr state nc us/bims/reports/reportsWB htmll
Project Located in WHITE OAK River Basin Is project draining to class ORIN waters? N ,within '/2 mile and draining to class SA waters N or within 1 mile
and draining to class HQW waters? N
Engineer/Consultant GINGER Y TURNER, PE Company STROUD ENGINEERING, P A -
Address. 107 B COMMERCE STREET City GREENVILLE. State NC Zip 27858-_�. 1 J
Phone [phone] Fax. [phone] Email: tgurner@stroudengineercom i • U
�3�
SECTION ONE: REQUESTING A SCOPING MEETING ONLY '! 2 3 2010
❑ Scoping Meeting ONLY ® DWQ, ❑ DCM, -® DLR, ❑ OTHER _
SECTION TWO:
❑ 401 Unit ❑ Stream Ongin Determination _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination* _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear It or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, 08khd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)]
® High Density -Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density-Stormwater Wetlands _ # Treatment Systems❑ High Density -
Other # Treatment Systems /❑ MODIFICATION ❑ Major ❑ Minor ❑ Revision SW _(Prmde permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Manna Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 19 acres to be disturbed (CK # (for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site 0 Yes ❑ No Buffer Impacts ® No ❑ YES —acre(s)
Wetlands Delineation has been completed ® Yes ❑ No Isolated wetland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed ® Yes ❑ No 404 Application in Process w/ US ACOE: ❑ Yes ® No Permit
Received from US ACOE ® Yes ❑ No
For DENR use only
Fee Solhformultioleoermds:(Check# 1 Total Fee Amount
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance( Maj,
SW (❑ HD, ❑ LD, ❑ Gen)
$
401:
$
LQS
$
Stream Deter—
$
NCDENR EXPRESS September 2008

I
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CLUB HOUSEIN A AD -
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CENTERLINE CURVE DATA
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'', NOTES
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,a,r,„.r,n 6iggl:R. K,^"� �'rY@Lf. g".'1'E. e"`"S9�S.^'d�.
SITE DATA
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260• pURLIC RIGHT OF WAY
SEE SHEET 11 FOR DETAILS
'<v��
PaIJ ' J 2010
COMPASS LANDII
APARTMENT HOM
AINIENI LtlExiiw.ss .wixcs.r n.¢.i .6[s uI
01
. NSIROVDIB''X`88RInG PA

I USTRM
m
MOREHEAD CITY
VICINITY MAP SCALE: NOT TO SCALE
NOi282010
BY:

Narrative
Compass Landing Apartment Homes
November 23, 2010
Developer:
Compass Landing Apartment Homes, LLC
Thomas F Taft, Sr, Manager
Street Address:
2217 Stantsonburg Road
Greenville, NC 27834
Mailing Address
P O Box 566
Greenville, NC 27835
[phone]
Engineer:
Stroud Engineering, P A.
151-A Highway 24
Morehead City, NC 28557
[phone]
License Number C-0647
I. General Information
Compass Landing Apartment Homes located off Old Fashion Way in Newport,
Carteret County is a 22.1 acre tract. The wetlands have been delineated and approved by
the U.S Army Corps of Engineers (please see attached wetlands plat). This tract is being
proposed as a three hundred and twelve (312) unit multi -family apartment project
associated parking, club house and pool. There are thirteen (13) three-story building each
with twenty-four (24) units.
The project is to be serviced by the Town of Newport for both water and sewer. Access
to the project via state or town roads, therefore construction across other property is not
necessary or proposed.
II. Stormwater Information
The project is located within the White Oak River basin and currently drains southerly
to the Newport River, Class C, Index 06/01/56 21-(1). This project is being submitted as a

high density residential commercial project under the current Coastal Stormwater Rules
Stormwater will be treated by a wet detention pond to 90% TSS.
III. Erosion and Sedimentation Control Measures
The following measures are proposed for the site. If it becomes evident that additional
erosion and sedimentation control measures are needed, they shall be installed
immediately It is intended that all grading and excavation activities within a certain area
will be protected as soon as that activity is complete
1. Sediment Fence — Sediment fence will be utilized as necessary in locations as shown on
plans or as deemed necessary by the engineer to insure that off -site sedimentation is
controlled.
2. Seeding — All disturbed areas will be seeded within 14 days following construction in
accordance with the seeding schedule shown on the plans.
3. Stone Construction Entrance — Stone construction entrance will be used to reduce
transport of sediment off site
4. Sediment Basins- The detention pond to be constructed will serve as a sediment basin
during construction. This project requires a storage sediment rate at 3600 cf/acre of
disturbance and required surface area is based on the 10-year storm. Sediment volume
from the earth disturbing activities draining to the pond is estimated to be 68,400 cubic
feet based on 19.0 acres of disturbance. The forebay will have 24,527 cf and the main
basin 129,880 cf of sediment storage capability totaling 154,508 cf exceeding the
required volume. The surface area required of 18,142 sf is also exceeded providing a
total surface area of 24,550 sf. Upon completion and stabilization of project the pond
shall be cleaned to the original design depth.
IV. Maintenance Plan
1. All erosion and sediment control measures shall be checked for stability and effective
operations following every runoff producing rainfall event or at least once per week
Repairs required shall be completed immediately to the dimension and functions
indicated on the plans.
2. Sediment shall be removed form behind the sediment fencing when it becomes 0 5 feet
deep at the fence. The fence shall be replaced or repaired as necessary to maintain a
barrier.
3 All seeded areas shall be fertilized, seeded and mulched within 14 calendar days of
disturbance. Disturbed areas shall be fertilized, reseeded and mulched as necessary
according to the Contract documents to establish and maintain a dense vegetative
cover
V. Construction Sequence --
by J 2 3 2010
BY:

1. Remove and/or relocate existing obstructions.
2. Install gravel construction entrance and silt fencing at specified locations.
3. Complete clearing and grubbing operations.
4. Excavate, rough grade and temporarily see stormwater detention basin.
5. Rough grade parking areas and begin preparation of building sites.
6. Seed and mulch all areas of disturbance not to be paved within 14 days of land
disturbance.
7. Install drop inlets and storm drainage piping with sedimentation control measures.
8. Install utilities.
9. Fine grade drive and parking area and place stone base course.
10. Construct buildings.
I I Pave drive and parking areas.
12. Perform final grading, see and mulch all remaining disturbed areas
13. Remove accumulated sediment from stormwater detention basin and perform final
grading of basin.
14. Install wet detention basin vegetation as specified on pond landscaping plan.
VI. Design Assumptions
1. Design storm is ten years for both culvert design and sediment control
2. The rational method was used for the design.