SW8101117_HISTORICAL FILE_20110404

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I Sw
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
rA HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE I 20110' oq
YYYYMMDD

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H Sullins
Governor Director
April 4, 2011
Mr. Thomas Taft, Manager
Compass Landing Apartment Homes, LLC
PO Box 566
Greenville, NC 27835
Subject: State Stormwater Management Permit No. SW8 101117
Compass Landing Apartment Homes
High Density Commercial Wet Detention Pond Project
Carteret County
Dear Mr Taft.
Dee Freeman
Secretary
The Wilmington Regional Office received a complete modified Stormwater Management
Permit Application for Compass Landing Apartment Homes on March 28, 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 April 4,
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.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adfudicatory 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 15OB 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].
Sind
Georgette Scott
Stormwater Supervisor
Division of Water Quality
GDS/ can S \WQS\STORMWATER\Permits 8 Projects\2010\101117 HD\2011 04 permit 101117
cc Ginger Turner, Stroud Engineering
Town of Newport Building Inspections
Wilmington Regional Office
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone [phone] FAX [phone]Customer Service 1-877-623-6748 NorthCarollna
Internet irmaterqualityorg atuCa���
An Equal Oppodunity 1 Alfrmauve Action Employer AK

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 ponds in compliance
with the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter
collectively referred to as the "stormwater rules') the approved stormwater management
plans and specifications and other supporting data as attached and on file with and
approved by the Division of Water Quality and considered a part of this permit
This permit shall be effective from the date of issuance until January 13, 2021, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
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.
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 23,167 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 2 of 8

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, 9cres-
15.92
Onsite, ft
693,300
Offsite, ftz
b. Total Impervious Surfaces, ftz:
none
519,975
Onsite, ft :
496,808
Future Onsite, ft 2.
23,167
Offsite, ftz:
none
C. Design Storm, inches:
1 5
d Average Pond Design Depth, feet:
60
e. TSS removal efficiency.
90%
f Permanent Pool Elevation, FMS.�:
18.50
g. Permanent Pool Surface Arei, ft :
32,361
h. Permitted Storage Volume, ft -
65,161
i. Temporary Storage Elevation, FMSL.
2025
j. Pre-dev. 1 yr-24 hr. discharge rate, cfs:
22.88
k. Controlling Orifice-
2 75"0 pipe
I. Orifice flowrate, cfs-
0 15
M. Permanent Pool Volume, ft3.
181,081
n Permitted Forebay Volume, ft3:
33,104
o Fountain Horsepower
3/4
p Receiving Stream/River Basin:
Shoe Branch / White Oak
q. Stream Index Number
21-6
r Classification of Water Body.
"C"
It. 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 3 of 8

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 3/4 horsepower.
6. 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.
7. 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 4 of 8

State Stormwater Management Systems
Permit No SW8 101117
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event of a change of ownership, or a name
change, the permittee must submit a completed Name/Ownership Change Form
signed by both parties, to the Division of Water Quality, accompanied by the
supporting documentation as listed on page 2 of the form. The approval of this
request will be considered on its merits and may or may not be approved
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request. Neither the sale of the project
nor the transfer of common area to a third party constitutes an approved transfer
of the stormwater permit.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C
4 The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction
5 In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit remains in force and effect until modified, revoked, terminated or
renewed. The permit may be modified, revoked and reissued or terminated for
cause. The filing of a request for a permit modification, revocation and re -
issuance or termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9 Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10 The permittee shall notify the Division of any name, ownership or mailing address
changes at least 30 days prior to making such changes.
Page 5 of 8

State Stormwater Management Systems
Permit No SW8 101117
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 4th day of April, 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
.C__ c
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 101117
Compass Landing Apartment Homes
Stormwater Permit No. SW8 101117
Carteret County
Designer's Certification
1, , 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
Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specifications -
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 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 8 of 8

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DWQ USE'ONLY'; - - "• _ ":
Da ved
Fee aid
Permit Number
Ee
Tilbbv
f�v o
Applicable Rul s ❑ Coastal SW -1995
❑ Coastal SW - 2008 ❑ Ph 11 --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 anginal
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 Apartment 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 Newport Turn
left onto Nine Foot Rd and take first n¢ht onto Old Fashion Way, about 400ft from intersection Protect
located approximately 0 4 mile at the end of Old Fashion Way
4 Latitude.340 47' 40" N Longitude 760 52' 46" W of the main entrance to the project
IL 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 SW8101117 , its issue date (if known) 1 /13/2011 , and the status of
construction ®Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2 Specify the type of project (check one)
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3 If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4 a Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748)
❑CAMA Major ®Sedimentation/Erosion Control- 19 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit Proposed Impacts
b If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit Sedimentation/ Erosion Control - CARTE-2011-014, 12/15/2010
a- CEYVED
FormSWU-101 Version07Jun2010 Page Iof6 MAR 2 8 2011
BY:

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 protect)
Applicant/Organization Compass Landing AnartmentHomes, 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) P O Box 566
City Greenville State, NC Zip 27835
Phone.( 252 ) 752-7107 Fax.
Email ttaftofficeC yahoo com
Please check the appropriate box The applicant listed above is
® The propei ty owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below)
2 a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer (This is the
person who owns the property that the project is located on)
Property Owner/Organization
Signing Official & Title
b Contact information for person listed in item 2a above -
Street Address
city
Mailing Address (if.
City
Phone -
Email
State
State
Fax
Zip
Zip
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
Phone ( )
Email
State
Fax ( )
4 Local jurisdiction for building permits Town of Newport
Zip
Point of Contact Bob Chambers Phone #• f 252 ) 223-3733
C71,TVED
Form SWU-101 Version 07Jun2010 Page 2 of 6 MAR 2 8 2011

IV. PROJECT INFORMATION
1 In the space provided below, briefly 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
detention pond
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 11- Post Construction
3 Stormwater runoff from this project drams to the White Oak River basin
4. Total Property Area 221 +/- 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' 221 +/- acres
Total project area shall be calculated to exclude the folloroing the normal pool of unyyou�nded strictures, the area
between the banks of streams and rivers, the area below the Normal H�iggh Water (NHW) tine or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line Die resultant project area is used to
calculate overall percent built upon area (BUA) Non -coastal roetlands landroard of the NH W (or MHW) hrie may
be included in 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
stornroater BMP For lory 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
Drainaize.Xrea l
Drama e Aiea.
,Draina e Area
'Drama e,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 (sf)
0
Proposed Impervious Area** (so
519,975
Impervious Area** total
75%
Impervious" Surface Area
Drainage Area 1
Drainage Area _
Drainage Area 7
Drainage Area _
On -site Buildings/ Lots (so
149,537
On -site Streets (so
0
On -site Parking (so
309,924
On -site Sidewalks (so
37,347
Other on -site (so
0
Future (so
23,167
Off -site (so
0
Existing BUA*** (so
0
Total (so.
1 519,975
* Stream Class and Index Number can be determined at http 1/portal nedenr orghoeb/mq(ps/csu/classi catimis
*" Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc
Form SWU-101 Version 07Jun2010 Page 3 of
7MAR 2 6 H11
B lr:

'Report only that amount ofexisting BUA that will remain after development Do not report any existing BUA that
is to be removed and Which rmll be replaced by new BUA
11 How was the off -site impervious area listed above determined? Provide documentation.
Proiects m Union Countv:Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may he subject to mote stringent stormrater 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 subrrutted for each BMP specified for this project The latest versions of the forms can be downloaded
from ham•//portal ncdenr org/web/wq/ws/su/bml2-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 http //portal ncdenr org/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at ham.//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
foreach submitted application package from htt21/12ortal ncdenr org/web/wq/ws/su/statesw/forms does
in als
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 ►mil
Form. (if required as per Part VII beloro)
3 Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP L�j�n�W
4. Permit application processing fee of S505�peyable to NCDENR (For an Express review, refer to
hn //www envhelp org/pag_es/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/management for
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 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 S 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
f Dimensioned property/project boundary with bearings & distances
I Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations
1 Details of roads, drainage features, collection systems, and stormwater control measures
m. 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) _ _ : �` �Ti)�
Form SWU-101 Version 07Jun2010 Page 4 of 6 MAR 2 8

9 Copy of any applicable sods report with the associated SHWT elevations (Please identify 6LW
elevations in addition to depths) as well as a map of the boring locations with the existing r,,
elevations and boring logs Include an 8 5"x11" copy of the NRCS County Soils map with the `" '
rm
project area clearly delineated For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWP prior
to submittal, [phone] )
10 A copy of the most current property deed Deed book 1368 Page No 19
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) They
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned
http //www secretary.state nc us/Corporations/CSearch aslx
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form The appropriate deed
restrictions and protective covenants forms can be downloaded from
http //portal ncdenr or¢/web/wq/ws/su/statesw/forms dots. Download the latest versions for each
submittal
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information)
Consulting Engineer Ginger Turner, P E
Consulting Firm Stroud En mg eering, P A
Mailing Address 107 B Commerce Street
City Greenville
Phone. ( 252 ) 756-9352 ext 234
Email gturner@stroudengmeer com
State. NC Zip 28557
Fax. ( 252 ) 756-2345
IX. PROPERTY OWNER AUTHORIZATION (if Con tact Deformation, item 2 has been filled ont, complete this
section)
1, (print or type name of person listed in Contact Infornmtion, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, itein 1a) with (print or type name of organization listed in
Contact Information, item la) to develop the project as currently proposed A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system
u
Form SWU-101 Version 07Jun2010 Page 5 of MAR 2 8 2011
^-r

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days, otherwise I will be operating a stormwater treatment
facility without a valid perrmt I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-2151 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215 6
Signature
a Notary Public for the State of
do hereby certify that
before me this _ day of
Date.
County of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit Witness my hand and official seal,
SEA L
My commission
X. APPLICANT'S CERTIFICATION
I, (print or type naine of person listed in Contact Information, stern la) Thomas F, Tall, 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 co will be recorded, and that the proposed project complies with the requirements of the
applicable sto wad yle f fi >CA(f�i i/r1000, SL 2006-246 (Ph II -Post Construction) or SL 2008-211
Signature
Date. 3'A3/ 11
1, M. LPG a Notary Public for the State o+�f�N04 Cat'Olia , County of
i1 dg er ce fy that-TVIOMa5 F T0-4 �;r personally appeared
before me this 20day of 11 and acknow dge the due exefutionol the application for
a stormwater permit Witness my hand and official seal, 6i44
BEM M. LANE - 901-A4 PUBLIC
County of ,�s State of
SEAL Martin North Carolina
Form SWU-101 Version 07Jun2010
My commission expires ��c2O� /
MAR 2 8 2011
Page 6 of 6 BY'

MEMORY TRANSMISSION REPORT
FILE NO.
286
DATE
04.04
13:31
TO
8912527581002
DOCUMENT PAGES
9
START TIME
04.04
13.33
END TIME
04.04
13:34
PAGES SENT
9
STATUS
OK
SUCCESSFUL TX NOTICE -
TIME :04-04-11 13:34
FAX NO.1 :910-350-2018
NAME :DENR Wilmington
state or Nortti Carolina
n partmavt or 1Cevlrpemovt avd Natural Rsrourcvr
WIImIvQtov Regloval UR4c
BavrrrY a /°a�.n taorareor FAX COVL+'R SI�ET
To:
Co.
Fo�v
Sacrvtary
No. Peg\cue p(gcnt. cover} \ LY /
From yZ'�y�
Fnv �910)350-2004—
127 Cvd l Wive Ea-, Wl1MnnZ[nn. NC 28 05 - (910) 79 7215 -An E unl OpporawL'y ^Mn,­anvn AnNon EmPJ,

MEMORY TRANSMISSION REPORT
FILE NO.
285
DATE
04.04
13:31
TO
S 912527562345
DOCUMENT PAGES
9
START TIME
04.04
13:31
END TIME
04.04
13:33
PAGES SENT
9
STATUS
OR
*** SUCCESSFUL TX NOTICE
TIME :04-04-'11 13:33
FAX NOA :910-350-2018
NAME •DENR Wilmington
***
5la[c of North Carolina
D cpartm en[ o{Pnvtromnent and Natural Resources
Witnvngton Rcg�onal Of{ace
Beverly Eaves Purdue, Governor Dee Frr_e:m�n, Secretrsry
FAX COVEx s1xEET
�C��\ i Ear '.� i �t�riiifl4.YJ 1• �
.................
wn wnl .� 41n ^�•• Y wffi �n..��-u A..ilnn 4r�. n�u ya.

STROUD ENGINEERING, P.A.
107-B Commerce Street
GREENVILLE, NC 27858
LETTER OF TRANSMITT�4L
[phone]
TO N"C_N 2
12_+ aVj*0 ( yfl. lcl-.
Wi(rami "j%, .NC 29g05
It
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
.: r
s • �
�..-,
the following Items.
❑ Samples ❑ Specifications
COPIES
DATE
NO
DESCRIPTION
:P1 aM5
I
0h q
ivt_lACo 5W0-101
4 SW4D-We+DefortMd
l�
tit
4000 0 41001 (,Lc
CA� C.CLLOC O S
1
1.(ctyr�
1r,)eA
(v6136b PC, 19
t
VVQ_f 1a" T->
THESE ARE TRANSMITTED as checked below
❑ For approval
❑ For your use
❑ As requested
For review and comment
❑ FORBIDS DUE
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
11
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
PUI al ED
MAR 2 8 2011
COPY TO ,<-.l(iJA V l j
SIGNED T
If enclosures are not as noted, kindly notify us at o

14
NORTH CAROLINA, CARTL— .: ; '
I �BFOp
o
'. mswmeM and aid piny Pled et
NC911V��14p4p
d In the Oonr
.e date and dinge and In the Dwk and Gage shown
I
en the lust paps hereof
D 6r a
fill 3 13690i9
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cpR PEp16iPPTIDLG RE416LER of DEED6
by w=t-y.
cart tw+l. GL
F t i1 51 PM
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WARRANTY DEED
rr Mail
NO REM $33,400 00
FILE #TPV.
PREPAREDBT. BPSWICKA CO2NES,PLLC,911 ARENDELL STREET, MOREREADCrmhIC 28557
RETURNTO: BPSWICKa COniES,PLt.C,911ARENDELLSTREET,MOREREADCITY,NC28557
STATE OF NORTH CAROLINA Excise Tax $ 3400 •ou
COUNTY OF CARTERET parcel #?a'i" do 1. 338 u.lgaa-
4 y95L p,., Va '151 oao
THIS WARRANTY DEED made and entered into this t- day of February, 2011 by and
between.
Conner-W, LLC
A North Carolina Limited Liability Company
Post Office Box 1838
Morehead City, North Carolina 28557
(GRANTOR)
and
C—Com`pasLnnding Apartment Homes, LLC
A Nonh Carolina Limited Liability Company
Post Office Box 566
Greenville, North Carolina 27835
(GRANTEE)
The designation GRANTOR and GRANTEE as used herein shall include said parties, their
hens, successors and assigns and shall include singular, plural, masculine, feminine or neuter as
required by context
WITNESSETH
That the GRANTOR, for a valuable consideration ji td by the GRANTEE, the receipt of
which is hereby acknowledged, lies and by these presents does grant, bargain, sell and convey unto
the GRANTEE in fee simple, all that certain lot, tract or parcel of land Situated in NEWPORT
TOWNSHIP, CARTERET COUNTY, North Carolina and more particularly described as follows.
SEE ATTACHED EXHIBIT "A"
This is NOT the primary i esidence of the Grantor.
BOOK S YP.GEZZ 9
MAR 2 6 2011
BY:

The above -described property is conveyed and accepted subtect to such zoning ordinances
affecting the property and utility casements of record serving the property
TO HAVE AND TO HOLD the aforesaid lot, tract or parcel of land and all privileges and
appurtenances thereto belonging to the GRANTEE in fee simple
And the GRAN FOR covenants with the GRANTEE, that GRANTOR is seized of the
premises in fee simple, has the right to convey the same in fee simple, that title is marketable and
free and clear of all encumbrances, and that GRANTOR will warrant and defend the title against the
lawful claims of all persons whomsoever excluding the exceptions stated herein.
IN W fINESS WHEREOF, the GRAN fOR has hereunto set its hand and seal, the day and
year first above written.
CONN' -W,LLC
BY: 9- SEAL)
n L Conner, Manager
STATE OF NORTH CAROLINA
COUNTY OF CARTERET
1, a Notary Public of the above county and state, do hereby certify that Jackson L Comer,
Manages of CONNER-W, LLC, a North Carolina Limited Liability Comtany, personally appeared
before me this day and acknowledged the due execution of the foregoing instrument on behalf of said
company.
WITNESS my hand and official seal this the day of February, 2011
My Commission Expires U - J-lq
a TA9�
AVB UG
otary PublilIc
I'rinc ofNo4

Exhibit A
All that certain tract or parcel of land Iutng and being situate in Newport Township, Carteret
County, North Carolina and being mine particularly described m follows
Being all of Tract B of 22.10 acres, as same is shown and delmeated•on a map enutled"Tract
Division - Tracts A and B, Conner-W, LLC Property", said map being recorded in Map
Book 'Al ,Page-9tq-42i in the otficeofthe RegsteroMceds ofCatimet County,
reference to said map being hereby made for a more perfect description of said property and the
casements hereinafter described The aforesaid map contains the legal description of the
aforesaid property by metes and bounds under the heading "Property Lcgai Description.'
I. This conveyance tb made together with a non-exclusive, perpetual ngbt of way and,
easement for the purposes of ingress, egress, regress, access, the inistallanon and em"ricnaoce of
utilities and further subdivision over Old Fashion Way to and from the aforesaid property to and
from US. Highway No. 70 (including the Entrance Road) and to and from Nine Foot Road as
same a shown and delineated on -the aforesaid map and as same is depicted by metes and bounds
on the aforesaid map under thebeading "Old Fashion Way Right of Way Legal Desedli im "
2 'Phis conveyance is made together with a non-exclusive, perpetual righnf way and
easement for the purposes of ingress, egress, regress, access, the installation and maintenance of
utilities, and further subdivision over the Secondary Emergency Access Easement twenty feet in
width to and from the aforesaid property to and from Old Fashion Way (Entrmcc Road) as same
is shown and delineated on the afinesaidmap and as same is depicted by metes and bounds on
the aforesaid map under the heading "Secondary Emergency Access Easement Legal
Docnption." The party of One second part and its successors and assigns shall paythc cost of
placing rock in and maintaining said easement in an all-weather passable condinon from time -to -
time In accepting this deed, party of the second part on behalf of rts41! and its successors and
,,sips, agrees to consrmetand maintain a secure gate azreagernent on tine easement with
appropriate cautionary sig age that prevents ingress and egress except for fire trucks and other
emergency vehicles which -would have access to the loelmg mcchamsm on said gate to the end
that no parties other than emergency vehicles would be able to pass ihrough.the gate
3. This conveyance is made together with a non-exclusive, perpetual drainage easement for
the drainage of surface water and storm waterova a 30-foot to 50-foot drainage easement to and
from the pmperry to and from Iidward Road (NCSR 1245) as said easemcht is shown and
depicted on the aforesaid map as Easement B and as said easement is depicted by metes and
bounds on the aforesaid mapimdcr the heading "3(y to 50' Drainage Easement "B" Legal
Descrippdm". That easement is for the purposes ofdraiaage and m'cludw the right to c rostNct.
mamma, pipe and repair ditches and pipes located within said drainage easement
4. This conveyance is made subject to and the party of the first part reserves and excepts a
non-exclusive, perpetual 30-foot drainage easement w same is shown slid delineated on the
aforesaid map as Easement A. Said drainage easement is depicted by metes and bounds on the
aforesad map as "30' Drainage Eesaneat'A' Legal Deseriptien". That easement is for the
MAR 2 8 2011
= r,

purposes of drainage and includes the right to construct, maintain, pipe and repair ditches and
pipes located within said drainage easement
5 This conveyance is made subject to and the party of the first pert reserves and excepts a
non-exeltuivS perpetual 20-foot utility easement along the southern Ire and western line of the
Property as same is shown and delineated on the aforesaid map Said 20-faot utilitywsemenl is
depicted on the aforesaid map by metes and bounds under the heading "2U' Utility Easement
Legal Desaipnon".
6. This conveyance is subject to and the party of the first prat reserves and excepts a non-
exclusive, perpetual variable width utility easement as same as shown and dolineaed on the
aforesaid map. Said variable width utility easement is depicted on the aforesmd map by metes
and bounds order the heading "Variable Width Utility E&semcatLcgel Description".
7. This conveyance a made togetha with the easements, rights and benefits in and to the
casements described in Map Book 30, Page 798, and in Book 821, Page 338. Book 815,
Page 443, Book 861, Page 40, Book 1011, Page 78, and Book 1052, Page 365 in the office of the
Register of Deeds of Carteret County.
100830-orient
ND:4834-2423-5528,v 1
-7c. '_
MAR 282011

Narrative
Compass Landing Apartment Homes
November 23, 2010
Modification: March 16, 2011
Developer:
Compass Landing Apartment Homes, LLC
Thomas F. Taft, Sr., Manager
Street Address.
2217 Stantonsburg Road
Greenville, NC 27834
Mailing Address:
P.O. Box566
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.
The modification includes redesign of the wet detention pond and routing of pipes
discharging into the pond. The wetland to the east of the permitted pond has been
determined as an isolated wetland, therefore allowing 1/3 of an acre of impact without
written concurrence from DWQ. The pond has been enlarged and the vinyl retaining
walls removed.
MAR 2 8 2011
r.

II. Stormwater Information
The project is located within the White Oak River basin and currently drams westerly
to Shoe Branch Class C, 21-6, a tributary of the Newport River. 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.
7TC-j :-'VED
MAR 2 8 2011

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.
MAR 2 8 2011

Calculations
for
Compass Landing Apartment Homes
Newport, Carteret County, North Carolina
Revision 2:
March 22, 2011
Client:
Compass Landing Apartment Homes, LLC
P.O. Box 566
Greenville, NC 27835
[phone]
Engineer:
Stroud Engineering, P.A.
151-A Hwy 24
Morehead City, North Carolina 28557
[phone]
License No. C-0647
P �P� „c4 q
Ronald . Culli her, I'.E. Date ,,.�°� H 9%.
c
... , i
yPpFESszos 9
9
SA
13
VED
MAR 2 9 2011
GINEBQ
�.� 4� ruL��Q.:°r

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy 24
MOREHEAD CITY, NC 28557
[phone]
C-0647
Tract Acreage
Drainage Area =
Drainage to SA Waters =
Existing Impervious =
Proposed Impervious Area
Buildings =
Drive/Parking =
Sidewalks =
Total =
% Impervious =
Design % Impervious =
Future Miscellaneous =
Total Proposed Impervious=
SHEET NO
___ OF _ I 1
CALCULATED SY
CHECKED BV
DATE 3�.,R
I
-'L_
_
DATE_ �ILG
SCALE
Compass Landing Apartment Homes
Stormwater Detention Pond Design
320939.4393 SF
693,300 SF
15 INCH
rrii9
149537 SF
309835 SF
37347 SF
496719 SF
71 65%
75 00% (USE FOR DESIGN)
23256 SF
519975 SF
Use 6.0' deep pond with 90%TSS removal
(see SA/DA chart)
SA/DA= 425%
Minimum Reaulred Permanent Pool Surface Area
Minimum Req'd SA @ Permanent Pool = 29465 SF
SA Provided = 32361 SF
lyr-24hr Precipitation = 3.64 IN
lyr-24hr Intensity = 5.75 IN/SEC
Pre -development
Rv = 0.05
c Dreae.ebomeo<= 0.25
O 2288
Post -development
Rv = 0 725
t portdevebDment = 0 77
O DoAEe eloumene = 59.49
Minimum Reaulred Storage Volume
Volume 1-1/2" rain event= 62830.3125 CF
Volume Provided = 65161 CF
SAprav= (SA/DA)(DRAINAGE AREA)

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy 24
MOREHEAD CITY, NC 28557
[phone]
C-0647
2.5 Day Orifice Sizine
Required Volume to Store =
Permanent Pool Elevation =
Calculated 1.5" Storage Elevation=
lyr-24hr Onfice Elevation =
Elevation Head (H.) =
Q2 (2-day flowrate) =
Qs (5-day flowrate) =
A=O/(C,(28H.)112
use 2 3/4" diameter orifice
.08 PM ow coouxss
SHEET NO __ Z —_ ✓
PT-
CP CULATED BY _—�// �/��yJ)c �___ DATE-31
�� I `
CHECKEDBY 7-yDATE_ 3 Z
scA E
62831
18.50
20.25
20.25 (next outlet above required 2-5 day orifice)
0.583 FT (based on 1/3 per BMP Manual)
0 364 CFS
0 145 CFS
A2oAyo 0.099 FT 14.24 IN
Diameter= 4.26 IN
As-onY= 0.040 FT2 5.70 IN
Diameter= 2.69 IN
Area 2 3/4" =
Q (2 3/4" flowrate) =
Approximate Time=
MAR 2 8 2011
BY:
5.94 IN
0 1516 CFS
4.80 DAYS
0 0412 FT2

Q10 FLOWS
DRAINAGEAREA#
DRAINAGE AREA
DRAINAGE
PARKING
SIDEWALK
BUILDINGS
IMPERVIOUS
PERVIOUS
C
INTENSR'Y,o(IN/HR)
Qj0(CFS)
(SF)
AREA (AC)
Al
10134
0 233
8781
8781
1353
0 863
878
1 76
A2
34438
0 791
21815
1680
5300
28795
5643
0 B43
878
585
B
4576
0 107
4158
90
0
4248
428
0 891
878
084
C
52175
1 198
14225
4421
7607
26253
25922
0 627
878
659
D
28495
0 654
11659
2432
5071
19162
9333
0 737
8 78
423
E
25354
0 582
11622
2618
5240
19480
5874
0 799
878
409
F
27963
0 642
14111
3057
5240
22408
5555
0 821
8 78
463
G
23685
0 544
15648
312
5240
21200
2485
0 882
878
421
H
1 051
12868
1945
14850
29653
18133
721
12074
8 78
6 68
1
0 578
10120
2195
5071
17386
7805
0 749
Btu
3 80
11
0 437
70244
855
5136
16235
2795
0 855
8 78
3 28
J2
M636
0 243
0
0
10584
10584
D
0 95
878
2 03
K7
0 362
9767
691
2536
12994
2751
0 835
8 78
2 66
K2
0 497
0
0
21636
21636
0
095
878
4 14
L
0 249
R892
716
0
9608
1224
0 877
8 78
1 91
M
19641
0 451
9641
1106
5240
15987
3654
0 829
878
328
N
31191
0 716
15228
1903
7350
1 24481
6710
0 81
878
509
O
39873
0 915
18970
2260
9440
30670
9203
0 6
8 78
643
p
37702
0666
14185
1737
10975
28897
10805
0 764
878
580
O
10856
0 249
6234
535
0
6789
4087
0 705
878
1 54
R
11384
0 261
7436
0
0
7436
3948
0 725
878
1 66
S
6 770
0 139
3900
0
0
3900
2170
0 718
8 78
088
T
24658
0 566
11903
1778
2594
18273
8383
0 729
8 78
3 82
U7
50267
1 154
24125
3979
10376
38480
11787
0 798
878
808
U2
7938
0 182
0
0
7938
7938
0
095
878
1 52
V
11001
0 253
5484
1057
2646
9167
1814
0 843
8 78
I
1 87
W
7699
0 177
6850
395
7245
454
0 912
8 78
1 41
X
39647
0 9101
31151
1
1800
342381
5409
1 0 861
I 8 78
6 88
PIPES
PIPE
DRAINAGE AREAS
Q CFS
PIPE
DRAINAGE AREAS
G CFS
1
Al
176
18
D+P+O+R+J2
1747
2
Al+A2
762
19
G+P+G+R
1544
3
A1.A3+B
846
20
R
166
4
A1.A2.B.0
1505
21
O.P.O
1378
5
A1.A2+B+C+D
1929
22
O+P
1223
6
Al+A2+B.G.D+I
2309
23
0
643
7A
A1ag2+B.C.D.HK1+K2
2989
24
N.WH.G+F+E+0.P.G+R+J2
4542
7B
L
191
25
N+M.H.G+F+E.G.P+G+R+J2M1
4870
B
1+A2+B+C+D+I+K1+K2+
31 80
26A
U1+U2+S.T+V+W+X
2427
9
N
509
268
1 U1+U2+S+T+V+W+x
2427
10
N+M
8 38
6 88
11
N+M
838
.T.V
1597
12
N+M
8 38
S+T
1410
13
N+M.H
15 03
450
14
N+M+H+G
1924088
W34pomounu
15
N+M+H+G+F
23871
52
16
E
409
.V+W+X
2427
17
N+M.H.G+F.E
2795nu
104 79
a

MAR 2 8 2011
PIPE CALCULATIONS
Label
Mannings
Coefficient
Slope (k/k)
Depth (ft)
Discharge
(cFs)
Flow Area
(ft')
Wetted
Perimeter
(k)
Percent
Full (%)
Velocity
(ft/s)
(h/z)
Maximum
Discharge
(�)PIPE
S'L%?, ;,si.=`*rA-.-==:_'�,--0009-
;;,0004': ;,
:0.52°;�
:, 1.76'-:".
,, :.0.49'b,"_r
�,1°62=+;i�`.-,X
524"•,v
i"'42235PIPE
2
0009
0004
101
hDiameter
762
13
289
673
602
1032
0.009
"0.0025'
1'Q 02='^:1
%r 8:46T:
7; 16'•3.18r�'',
F.P`=51*"=
%>`-15.25=-
=`17:57PIPE
4
0009
00025
151
1505
26
4.22
757
5.9
1757
PIPE S;iI`•-h::,,:; `- ` -
- 0.009 r'
^,-000255'
1'4T',19.29
i.
P 31'�'.y
=, :4.37='-�i•
»>"!'58.8"
:643,',
r;'_31'815
PIPE6
0OD9
00025
166
2309
3.5
476
66.4
667
3186
PIPE 7A:".`.0.009;-z-
EId 0003s.'
a- 1.89"•s•
2r;.'; 30',`f
:fF,-29 89,,,,"
8 4'tFr%S:
==t`y5.27 .5
�=J5.7;r+
t;-,7.5-':'
x 34.91,
PIPE 78
0009
0003
06
12
1.91
05
178
603
386
303
PIPE 8= POND INLMT -f 'S=`==
=:c: 0.DD9
Xj-0003".
;.-'201=:;
% ;=;3D.9 d:
%Y±,>31.8-,.'
"-e%-4.2 rsY
==t;5.55='r':
7°6'80.2C=`e
::g 53;;-
- •,34.91,
PIPE
0009
0.0025
09
18
5D9
1,1
2.66
599
46
816
PIPE10,r".%%.;;%'=Y'i_�} �-,,'�,�`,
0009='_:
9,'0.0038.
':r111,
r z-181: ��
Y
,".-'S 38'„_.
'�'•c1.4,"�
:3.1 �'d,
46 "73'.9 ;,_
';'S 99',.
',' 1006'
PIPE 11
0009
0004
1.09
18
838
14
305
724
612
1632
PIPE
""0.009 • '
„".0.0041.,-
_;,109--= i
`: ' 18 -_
^Y', 8.38':,,
,- '14
3.0511
=-172.4
10.32',
PIPE 13
0009
00025
1 1.51
24
1503
25
422
75.6
59
1757
PIPE 14'4."
.=0009 '-
{' 0.004 n
,''r 1'53:,,,%"•
24; %..
;• 19.24i,'
- " 26"
- ..' 4.25"•%,
-76.4'"'
- 7.47 '-
--22.23.;
PIPE 15
0 009
0.005
171
24
2387
29
471
853
836
2485
PIPE16"•','
`- 0.009-,
' •0.0025-
;'r0.91•:_
-1.I:,'•
•: 2.55 co,r
,ems 72.6t,
-''429-.',-=5.02;P-,
PIPE 17
0 0D9
193
30
2795
4.1
537
773
686
31.86
PIPE I8,,",-<.r''iG;-`_;;•;:r`,0009':"•;':,;182;:;2':""24;:'.'-•':.17.47/%"
Y ','3",Yv'i
<,'?505!`,2
a=�90.8Ce'3-5.83.'i
--17.57,,,;
PIPE 19
0 009
155
24
15 44
2 6
4 3
774
5.92
17.57
PIPE 20;•„-, "•¢-„-;'5�=t :`,'%'{,00094'
_
b0.58;=.,;`-z;12`.n
'-:ri•-,--1.66.%'.:-^.05;:�:.
-':174a=Y,•
'584
,'-3.48,•
-- :277-'-.
PIPE 21
0 009
FO.OWS,�
1.41
24
13.78
2 4
3 98
70 4
5 83
1757
PIPE 2221oF:r'.. :,.-.:�5'-_e�:.a•`
»�'.0.009;"�:j.,
1.29rr
,,-,24,:.;%
•t't 12.23.;:
,: 2.1'i.`
373"'l'-645.'
,i 5'-71 i,
: 17.57.
PIPE 23
0009
106
18
6.43
13
3
707
482
816
PIPE 24 s,„e;,•,';••'l"a'.°<
�0.009r: '•J�
r'2.02o'
.•�'36h. •.-:.
�'45.4Y
•'S.17';
5.78:,••
67:5
;; �8.95!
1
PIPE25-POND INLET
0.009
5
213
36
487
54
602
711
9.06
61.31
PIPE•26A_, .%r' ;,.::,-_4,-rt:°':
0.009'4`•'T;0.0025
:✓;%,
172',<"
- 30-.'-
•",?:24.27r'
%t' 3.6'>''i•
"'4:89
68.9•.c-':6.73
"'314861--
PIPE 26B
0.0D9
0.0025
172
30
2427
3.6
4.89
689
673
3196
PIPE 27`.:,. ": ,-^P•,, `='1
`, 0.009
0.0025'-.,=A.12
18; =
-:-6.86P .'-;,od.4;:
•.,
.=-.",3413,",
;'-74.7
L'%486,,
=-1.8.16="
PIPE 28
0.OD9
00025
16
24
1597
2.7
4.43
80
593
1757
PIPE 29---°ir"-'
-;0009,_
0 :_%i.
1:43;'
�`; 24 '�
=_ 141:-'-
'-r'24'-�
-„4.04'7�:
"=•'-71.7;--_="-,585;_
1757,".
PIPE 30
0OD9
00025
0.99
15
45
1
274
789
433
502
PIPE 31 _ - _ -
._ 0.009i-'-,=00025
-;2%04'--,----12
-
[- O88'-'-_
-', 0.3:, ;'
".••1.38 :�-°•
403
2.97;
277 _
PIPE 32
0.DD9
00067
0.42
12
1.52
03
1.4
415
4.93
453
PIPE33=:PONDINLET,_-," -:: _c_
0009'=•"'00025--
: 1.72-i
=:- 30,
:---24.27
-- 36:,'-
-,489'
". 68.9 .-
.673-•
.3186- _
PIPE 34-POND OUTLET
0012
00448
1.83
36
105
4.5
537
60.9
2331
16453
0 0 0
y v
m m IT

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy 24
MOREHEAD CITY, NC 28557
[phone]
C-0647
JOB PM knot' Colwd:ss
SHEET NO _--'5 _-- OF_ I
CALCULATED BY L�I DATE 3 'I
CHECKED BY ✓ 3 DATE Zz-_
SCALE
COMPASS LANDING APARTMENT HOMES
Pond Volumes
I ,oraivor. 1 441u% 1
MAIW9ftN:VOLUME$ �. a,:x` ?-..
`_*
Elevation
Section
SA SF
Avg. SA
Ht. FT
Vol. CF
:€=-ffo "of.Sheltlk
&'W29166_atz
1850
Permanent pool
25706
nur Not'ineluded
inlmam basin'"volume
iffi—d
24438
050
1 12219
1800
Bottom of Shelf
23169
22328
1 00
22328
1700
Contour
21486
20676
1 00
20676
1600
Contour
19865
19085
1 00
19085
1500
Contour
18304
17554
100
17554
1400
Contour
16803
16083
100
16083
1300
Contour
15363
14674
100
14674
1200
Contour
13984
13325
100
13325
1100
Contour
12685
12037
100
12037
1000
Main Basin Bottom
11408
Total Vol.
147977
Permanent Pool Area =
Permanent Pool Volume =
Forebay % of Permanent Pool Volume =
Depth =
Surface Area at Bottom of Shelf =
Surface Area at Permanent Pool =
Surface Area at Bottom of Pond =
Average Depth =
Volume at Top of Shelf =
Volume at Bottom of Shelf =
32361 SF
181081 CF (Main Basin + Forebay)
18.28 %
8.00 FT
29394 SF
32361 SF
11408 SF
6.03 Calculated using Option 21n BMP Manual
161695 CF
136759 CF

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy 24
MOREHEAD CITY, NC 28557
[phone]
C-0647
,00 PM , o(o
SHEET NO Lf ___
CALCULATED BY _ v ' ,I^ _ DATE _ 3 L_
CHECKEDBY_ �Jl�_ __DATE__3j?a111
SCALE
Stora a volume required 62831 CF
Elevation
Section I
SA SF
Avg. SA
Ht FT
Vol. CF
1850
Permanent pwI
32361
34340
050
17170
1900
Top of Shelf
36319
38393
1 25
47991
20.25
Contour
40467
Total Vol.
65101
SEDIM981T BAS
a. IN"#`
m..,
RUNOFF CALCULATIONS
RATIONAL METHOD: Q=CIA
RETURN PERIOD'
10 YEARS
Tc
5 MIN
INTENSITY.
8.78 IN/HR 10-yr
RUNOFF COEFFICIENTS
025 (PRE -DEVELOPMENT)
MANNINGS COEFFICIENT:
0 02 BARE EARTH
DRAINAGE AREA TO SEDIMENT POND =
827640 SF
19 00 AC
QiorR=
4171 CFS
DISTURBED AREA 19 ACRES
SEDIMENT RATE = 3600 CF/ACRE
REQUIRED STORAGE VOL= 68400 OF
PROVIDED STORAGE VOL = 181081 CF
REQUIRED SURFACE AREA= 18142 SF
PROVIDED SURFACE AREA = 245SO SF (PROVIDED AT 18 5 CONTOUR)
"USE FOREBAY AND PORTION OF MAIN BASIN AS SEDIMENT POND DURING CONSTRUCTION AND CLEAN TO DESIGN
MAR 2 8 2011

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy 24
MOREHEAD CITY, NC 28557
[phone]
C-0647
,DE Fmk lV � r"RQS VIIU,m
SHEET NO �� OF
(�}}
CALCULATED By v�__-DATE
CHECKED BY� DATE
SCALE
Stage -Storage Relationship
COMPASS LANDING APARTMENT HOMES b= 107
Ks= 3668752
(S)
(R)
Contour
incr.
Accum
Z
Contour
Area
Vol
Vol.
Stage
In S
In Z
(eat)
18.5
33640
0
0
0
0
0
0
19
37568
17852
17852
05
979
-0.69
051
20
39880
38724
56576
15
1094
041
1.50
21
42248
41064
97640
25
11.49
092
2 50
Drainage Area =
693300
15 916 ac
POST -DEVELOPMENT
Intensity (POST -DEVELOPMENT)
tc =15min
1yr-24hr=
5.75 in/hr
10yr-24hr-
8.78 m/hr
Precipitation Depth
Iyr-24hr=
364 In
10yr-24hr=
683 in
PRE -DEVELOPMENT
POST -DEVELOPMENT
Existing Impervious
Proposed Impervious Areas
Buildings=
0 sf
Buildings=
149537 sf
Parlung/Drnes=
0 sf
Parking/Drives =
309835 sf
Sidewalk =
0 sf
Sidewalk=
37347 sf
Total=
0ODD ac
Future Misc. =
23256 sf
O OD%
Total =
11937 ac
Exutmg Pervious=
15916 ac
7500%
10000%
Proposed Pervious =
3979 ac
c =
025
25.00%
c=
078
cis
QII-24M=
5949 cfs
Qin-24hr=
22.88
Qtp,r=
3494
ds
Qiorr amr=
10830 cis
CN =
74
ON =
92
S=
351
S=
087
Runoff 1-yr=
307 In
Runoff 1-yr=
2.77 In
Runoff 10-yr=
1336 in
Runoff 10-yr=
5 89 In
Tip 1-yr-
327 min
Tp1-yr=
943 min
Tip 10-yr=
268 6 min
Tp SO-yr =
382 min

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy 24
MOREHEAD CITY, NC 28557
[phone]
C-0647
JOB
SHEET NO
CALCULATED BY _✓" DATE JLZZ'1 1_
CHECKEDBY ✓RYA DATE_ V22-1
SCALE
Compass Landing Apartment Homes
Pond Routing-lyr-24hr
Cap ddiled 2 314" 3.8"SCH80 PVC
Tp = 32.7 #1 OrlFlce tlia. 2.7600 #2 Onfice dia. 22.6
Op = 59.49 96
#3We1r MAR 2 8 2011
L (ft) 66
Weir Elevation 21 60 BY:
Time
(min )
T/Tp
Inflow
(ds)
Stor
(cf)
C Stor
(Lfl
Stage
(it )
Elev.
(it )
Outflowl
(cfs )
Outflow2
WS)
Outflow
(cfs)
Total
Outflow
0.00
000
000
000
000
000
1850
000
000
0.00
0 OB00
1
003
0.14
411
411
000
18.50
000
000
000
0 0000
2
006
055
2050
2461
0 00
18 50
000
000
0 00
0.0000
3
009
1.22
5314
7775
0 00
17850
000
000
000
00001
4
0.12
217
10171
17946
0.01
1851
000
000
000
0 OD03
5
015
336
16577
34523
001
1851
000
000
000
00009
6
018
4.90
24472
58994
0.02
1852
0.00
000
000
0.0018
7
0.21
647
337.82
927.76
0.03
1853
000 1
000
000
0.0035
8
024
835
44420
1371.96
0.05
1855
001
0 00
0.00
0.0060
9
027
1043
56286
193481
006
1856
001
000
0.00
0.0097
10
031
12.68
692.70
262751
008
1858
001
000
000
00149
11
034
1510
832.50
3460.01
0.11
1861
002
000
000
00219
12
037
1765
98094
4440.95
014
1864
003
000
000
00311
13
040
20.31
1136.65
557760
017
18.67
004
000
000
00429
14
0.43
2305
129815
687575
0.21
18.71
006
000
000
00575
15
046
2586
1463.93
8339.68
025
18.75
0.08
0.00
0.00
0.0754
16
0.49
2870
163243
9972.11
030
1880
010
000
000
00969
17
052
3156
190208
11774.19
035
1885
0.12
000
000
01224
18
055 1
3440
197128
13745.47
0.40
18.90
015
000
000
0.1521
19
0.58
3719
213844
1598391
046
1896
019
0.00
000
01863
20
061
39.92
2301.98
1818589
052
1902
023
000
000
0.2253
21
064
4255
246037
2064625
058
1908
027
0.00
000
02692
22
067
4506
2612.11
2325836
0.65
1915
032
000
000
03183
23
070
4743
2755.78
2601415
072
1922
037
0 00
000
0.3725
24
073
4964
289003
2890418
0.80
19.30
043
000
000
04318
25
076
5167
3013.58
31917.75
088
19.38
050
000
000
04964
26
079
53 50
312526
3504302
096
1946
057
000
000
05659
27
082
5510
3224.03
3826704
104
1954
064
000
000
06404
28
086
5648
330893
41575.97
112
19.62
0.72
000
000
07195
29
089
5760
337917
44955.14
121
1971
0.80
000
000
08029
30
092
5847
343407
48389.21
130
19.80
1 089
000
000
0.8903
31
095
59.08
347309
5186230
138
1988
098
000
000
09813
32
098
5941
3495.86
5535816
147
1997
108
000
0.00
10755
33
101
5948
350215
5886032
156
2006
117
0.00
000
11722
34
104
5926
349187
1 6235219
164
2014
1.27
000
000
12710
35
1.07
5878
346510
6581729
1.73
2023
1.37
0.00
000
13713
36
1.10
5803
3422.07
6923935
1.81
2031
147
1215
000
136240
37
113
5702
263405
7187340
188
2038
1 55
1281
0.00
1 143573
38
116
55.76
252185
7439525
194
2044
1.63
1344
000
15.0697
39
119
5426
2396.19
7679144
2.00
2050
170
1405
000
157556
40
122
5253
225816
79049.60
205
2055
177
1464
000
164100
41
125
5209
2153.71
8120331
2.10
2060
184
1520
0.00
170412
42
128
5164
208913
8329245
215
20.65
1.91
15 75
0.00
176600
43
131
4945
197288
8526532
220
20.70
197
1628
0.00
182502
44
134
4735
180871
8707403
225
2075
2.03
1676
000
187961
45
137
45.34
165266
8872669
2 29
2079
209
17 21
000
192989
46
141
1 43.41
150443
9023112
2.32
2082
214
1762
000
19.7599
47
1 144
1 4157
136372
91594 84
235
20.85
218
1800
0.00
201806
48
147
3980
123024
9282508
238
20.88
222
1834
000
20.5622

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy 24
MOREHEAD CITY, NC 28557
[phone]
C-0647
SHEET NO ____ OF
CALCULATED BY ___ DATE
CHECKED BY -DATE
SCALE
49
ISO 1
38.11
110369
9392977
241
2091
226
1865
000
209063
50
1 53 1
3649
99380
9491256
243
2093
2 29
1892
000
212144
51
156
3494
87027
9578294
246
2096
232
1917
000
214880
52
1.59
33.46
762.86
96545 69
2 47
20 97
Z 35
19.38
0 00
217287
53
162
3204
66128
9720698
249
2099
237
1957
000
219380
54
1.65
30.68
56529
9777226
250
2100
239
1973
0.00
22.1173
55
169
2938
47464
9824690
251
21.01
241
1986
0 00
222682
56
171
2813
38908
9863598
252
2102
242
1997
000
223922
57
1.74
2693
308.39
9894437
253
21.03
243
2006
0.00
224905
58
177
2579
232 35
1 9917672
2.54
21.04
244
2013
0.00
225647
59
180
2470
16073
9933746
254
2104
244
2017
000
226161
60
183
23 65
9334
9943080
254
21.04
245
2020
000
226459
1.88 ``
32'22:6q, S" ,
sT i-29.97r E
99960:7:7+
at2�5$ .k
.r213Q4`�
2'45�`i
-20?7,
`F.viiW d
1.622t655
62
189
2168
-29 57
99431.19
254
2104
245
2020
0.00
22.6461
63
192
2076
-85 47
9934573
2.54
2104
244
2017
000
226187
64
196
1 1988
-137 89
9920783
254
2104
2.44
2013
000
225747
65
199
19.04
-187 02
9902081
253
21.03
2.43
20.08
0.00
22.5149
66
202
18 23
-233 01
98787 81
253
2103
243
2002
000
22 4406

mod A-0 SvJO 101ktrl 5UL17n.',1+� 1
For DENR Use ONLY
.A North Carolina Department of Environment and Rewewer
eA
Natural Resources Submit
NCDENR Request for Express Permit Review Time l' 3R
Confirm _L
FILL-IN all the information below and CHECK the Permitis) you are requesting for express review. FAX or Email the completed roan to Express
Coordinator along with a completed DETAILED narrative, site plan IPDF file) and vicinity map (same items expected in the application Packade
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828.296.4698;alison.davidson(alncmail.net
• Fayetteville or Raleigh Region -David Lee 919-791.4203; david.lee(oincriail.net 2-1 3-t,
• Mooresville & -Patrick Grogan 704-663.3772 or patrick.grodan(tdncmail.net � )
• Washington Region -Lyn Hardison 252.946.9215 or Iyn.hardison0ncmail.net (�
• Wilmington Region -Janet Russell 910.350-2004orianet✓ussell(o)ncmail.net 5tYN
NOTE Project application received after 12 noon will be stamped in the following work day "T VED
Project Name: COMPASS LANDING APARTMENT HOMES County CARTERET MAR 1 6 Z()))
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 ffaftoffce@yahoo com
Physical Location OFF HWY 70E & OLD FASHION WAY, NEWPORT NC
Project Drains into SHOE BRANCH waters — Water classification C (for classification see-htto Ilh2o enr state nc uslbims/reoorts/reoortsW6 html)
Project Located in WHITE OAK River Basin Is project draining to class ORW waters? N , mthin y: mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? N
Engineer/Consultant GINGERY. TURNER, PE Company, STROUD ENGINEERING, P A
Address 107 B COMMERCE STREET City GREENVILLE, State NC Zip 27858-_
Phone:[phone] Fax [phone] Email tgEm@stroudenomeercom—
SECTION ONE: REQUESTING A SCOPING MEETING ONLY (X , 11yJ 2 3 LI
ElScoping Meeting ONLY ® DWQ, ❑ DCM, -❑ DLR, ❑ OTHER _
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ IntermiftenUPerennial Determination. —# of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ U01ity
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ElOff-site[SW _ (Provide permit #)l
® 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 SW8101117(Prowdepermit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with — 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 ® Yes ❑ No
Wetlands Delineation has been completed ® Yes ❑ No
US ACOE Approval of Delineation completed- ® Yes ❑ No
Received from US ACOE ® Yes ❑ No
Fees In for multiple permits, Check#
Buffer Impacts ® No ❑ YES —acre(s)
Isolated wetland on Property M Yes ❑ No
404 Application in Process wl US ACOE. ❑ Yes 0 No Permit
For DENR use only
Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA1
$
Variance( Maj, Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401,
$
LQS
$
Stream Deter—
$
NCDENR EXPRESS September 2008

Russell, Janet
From: Ginger Turner [gturner@stroudengineer com]
Sent: Wednesday, March 16, 2011 9 39 AM
To: Russell, Janet
Cc: 'Ronald Cullipher'
Subject: RE Compass Landing Apartment Homes (Stormwater Project No SW8 101117)
Attachments: QUAD pdf, MODIFICATION REQUEST FOR EXPRESS pdf, MODIFICATION Narrative pdf,
MODIFICATION VICINITY MAP pdf
Janet,
Mon-Thurs for the next month should be good for me and the project representative. If you will please provide a couple
of different dates that are available with Christine, then I will see which is best for the client. Also I am unsure whether
the project falls in the major or minor modification category and the amount of the fee.
Thanks,
Ginger Turner, P.E.
Stroud Engineering, P.A.
107 B Commerce Street
Greenville, NC 27858
Office: [phone] ext234
Fax: [phone]
Email Address: gturnerPstroudengineer.com
From: Russell, Janetfmailto:Janet.russellencdenr.govl
Sent: Monday, March 14, 2011 3:06 PM
To: Ginger Turner
Subject: RE: Compass Landing Apartment Homes (Stormwater Project No. SW8 101117)
Ginger:
Christine is juggling several Express projects right now. We're thinking maybe end of next week or the week of the 28th
for a submittal meeting. Please send in the Express Request and give me 3 or 4 dates to choose from (not in the same
week)
Thanks,
Janet
From: Ginger Turnerfmailto:gturner(alstroudengineer.coml
Sent: Monday, March 14, 2011 11:02 AM
To: Russell, Janet
Cc: Ron Cullipher, P.E.
Subject: Compass Landing Apartment Homes (Stormwater Project No. SW8 101117)
Janet,
In the near future I will be submitting for a modification to this stormwater permit, involving pond modifications. The
original permit was issued by Christine Nelson. I would like to know an approximate time frame that a submittal
meeting would be scheduled upon receipt of the request.

Narrative
Compass Landing Apartment Homes
November 23, 2010
Modification: March 16, 2011
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
The modification includes redesign of the wet detention pond and routing of pipes
discharging into the pond. The wetland to the east of the permitted pond has been
determined as an isolated wetland, therefore allowing 1/3 of an acre of impact without
written concurrence from DWQ. The pond has been enlarged and the vinyl retaining
walls removed.
VFD
MAR 1 6 2011
3Y:

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3-DTopoQuadsCopynghtt)1999De[AmeYarmouth, ,%IE04096 Source Data: USG I --------- J1000ft Scale- 1 :25,000 Detail: 13-0 Damm:NAD27

Ginger Turner
From: Ronald Cullipher [rcullipher@stroudengineer com]
Sent: Monday, March 14, 2011 10 09 AM
To: 'Sugg, Mickey T SAW', 'Larry F Baldwin, CPSS/SC'
Cc: 'Steenhws, Joanne'; 'Wicker, Christine W SAW'. 'Ginger Turner', 'Mike McCarty', 'Tom Taff
Subject: RE Call and map of Connors wetlands map
Thank -you mickey for a quick response, it is greatly appreciated.
We will most certainly work with Joanne on the isolated wetland issue.
Ron
Ronald D. Cullipher, P.E.
Stroud Engineering, P.A.
151AHwy 24
Morehead City, North Carolina 28557
[phone]
[phone] (fax)
[e-mail]
-----Original Message -----
From, Sugg, Mickey T SAW fmadto:Mickey T.Suge@usace army.mill
Sent: Monday, March 14, 201110:02 AM
To: Larry F. Baldwin, CPSS/SC; Cullipher, Ron Office
Cc: Steenhuis, Joanne; Wicker, Christine W SAW
Subject: RE: Call and map of Connors wetlands map
All -
Based on the information provided and my previous onsite inspections of the
not require any
strongly
recommended that you contact Ms. 5teenhuis of DWQ to determine the need for
the issuance of a 401 Water Quality Certification. Our No Permit Required
determination is for Area #5 only, and does not reflect our position on
other
existing wetlands. It is recommended that you coordinate with Ms. Christy
Wicker in our office for isolated determination on all remaining wetland
areas within the tract This will help in future planning stages.
Ms. Wicker can be reached at [phone].
Sincerely,
Mickey
Mickey Sugg, Project Manager
US Army Corps of Engineers
69 Darlington Avenue
Wilmington NC 28403-1343
[phone] (o)
[phone] (fax)
The Wilmington District is committed to providing the highest level of
MAR 282011
BY:

support to the public. To help us ensure we continue to do so, please
complete the Customer Satisfaction Survey located at our website at
http•//per2 nwp usace.army.mil/survey.html
to complete the survey online.
-----Original Message -----
From: Larry F Baldwin, CPSS/SC [[e-mail] coml
Sent: Friday, March 11, 20117:19 PM
To: Cullipher, Ron Office; Sugg, Mickey T SAW
Subject: Re: Call and map of Connors wetlands map
Mickey,
Attached are the 404 wetland data sheet (noted as isolated), and Rapanos
data
sheet with isolated designation within the Connor North Tract. Please note
this is only for Area #5 from original Stroud Engineering wetland survey,
and
is duly noted on all attached documents.
Hope this is sufficient substantiating data to designate Area #5 as isolated
wetlands, and not jurisdictional 404 wetlands or waters of U S. We will
comply with any NCDWQ requirements for any proposed impacts to isolated
wetlands.
Again, please reply to all of the above, so that we may all be duly notified
of your findings and hopeful concurrence. Thanks.
Larry F. Baldwin, CPSS/Sc
Land Management Group, Inc.
[phone] [m]
Original Message
From, Larry F. Baldwin, CPSS/SC <madto:LBaldwin@ec rr.com>
To: Cullipher, Ron Office <madto:rculhpher@stroudeneineer com>
USACOE, Mickey Sugg <mailto:Mickey.T Sues@usace army.mil>
Sent: Friday, March 11, 20113:18 PM
Subject: Fw: Call and map of Connors wetlands map
Mickey,
As previously discussed by phone and email. Attached is the
wetlands
survey for the Connors Tract. The area designated as #5 on the survey, is
the area that should have been "isolated wetlands".
Also attached as requested, is an aerial map with the locations &
directions of photos taken of this area today (Connors location map .pdf)
The photos with directions are attached (Connors Isolated wetland # .pdf).
These show the obvious natural uplands around the perimeter, its'
isolated nature, and disconnection of this area from the main body of
wetlands that should be jurisdictional 404 wetlands.
I'll be sending you the wetland forms and Rapanos forms shortly
T
-I
MAR 2 9 2011

Page 1
U_
LL
U_
Ci
Compass Landing Apartment Homes
1 YR 24 HOUR
O
C
in �
70 m
a
60 a,
50
40 .,
30
20 --
10
r
j
0
0 5 10 15 20 25 30 35 40 45 50 55 60
Inflow (cfs)
TIME (MIN) —Total Outflow'

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy_ 24
MOREHEAD CITY, NC 28557
[phone]
C-0647
--- ��T---- J_-._-
L l,TED E'r c1l�a __ - OF.TE -_j_7 7-
Compass Landing Apartment Homes
Pond Routing-10yr
Cap drilled 2 3W' 3-8118CH80 PVC
7p a 38.2 #1 OdPice die. ?.T600 ii2 Orifice dia. 22.686 il3 Wefr
OP = 108.30 L (ft) 56
Welt Elevation 21.60
Time
(min.)
TJTp
Inflow
WS)
Stor.
(cf)
C. Stor.
(cf)
Stage
(ft.I
El-
(ft.)
Outflow 1
(cfs.)
Outflow 2
MO
Outflow 3
(eft)
Total
Outflow
0
0.Dn
0.00
0.00
0.00
OLD
18.50
0.00
0.00
0.00
0.0000
1
0.03
0.18
5.49
5.49
0.00
18.50
0.00
0.00
0.00
0.0000
2
0.05
0,73
27.43
32.92
0.00
18.50
0.00
0.00
0.00
0.0000
3
0.08
1.64
71.15
104.07
0.00
18.50
0.00
0.00
0.00
0.0002
4
0.10
2.90
136.35
240.42
0.01
18.51
0.00
0.00
0.00
0.0005
5
0.13
4.52
222.59
463.02
0.02
18.52
0.00
0.00
O.CO
0.0013
6
0.16
6.46
329,28
792.29
0.03
18.53
0.00
0.00
0.00
0.0028
7
0.18
8.73
455.66
1247.95
0.04
18.54
0.01
0.00
0.00
0.0052
8
H"
11.31
600.88
1848.83
0.06
18.56
0.01
0.00
0.00
0,0091
9
0.24
14.17
763.92
2612.75
0.08
18.58
0.01
0.00
0.00
0.0148
10
0.26
17.31
943.65
3556.40
0.11
18.61
0.02
0.00
0.00
0.0228
11
0.29
20.70
1138.82
4695.22
0.15
18.65
0.03
0.00
0.00
0.0337
12
0.31
24.31
1348.09
6043+31
0.18
18.68
0.05
0.00
0.00
0.0480
13
0.34
28,12
1569.99
7613431
0.23
18,73
0.07
0.00
0.00
0.0663
14
0.37
32.11
1802.99
9416429
0.28
18.78
0.09
0.00
0.00
0.0894
15
0.39
HIS
2045.45
11461.74
0 334
18.84
0.12
0.00
0.00
0.1178
16
40.51
2295.69
1375743
0.40
18.90
0.15
0.00
0.00
0.1523
17
44.96
2551.98
16309+4111�'4
18.97
0.19
0.00
0.00
0.1934
38
]42
49.28
2812452
19121.93
19.04
0.24
0.00
ODD
0.2418
19
5172
3075.49
22197.41
19.12
0.30
0.00
0.00
0.2981
20
0.52
58.17
3339.06
25536A7
19.21
0.36
0.00
0.00
0.3629
21
0.55
62.60
3601.39
29137.86
19.31
0.44
0.00
0.00
0,4367
22
0.58
66.96
3860.65
32998650
19.41
0.52
0,00
OM
0.5201
23
0.60
71.24
4115402
37113.53
19.51
0.61
0.00
a00
0.6134
24
0.63
75.41
43 22.73
41476.26
19.62
0.72
0.00
0.00
0.7170
25
0.65
79.43
4602.04
46078.30
19.74
0.83
0.00
0.00
0.8312
26
0.68
83.28
4831.28
50909.59
1.36
19.86
0.96
0.00
0.00
0.9561
27
0.71
86.93
5048.84
55958.42
1.48
19.98
1.09
0.00
0.00
1.0919
28
0.73
90.36
5253+18
61211460
1.61
20.11
1.24
0.00
0.00
1.2385
29
0.76
93.55
WIN
66654.48
1.75
20.25
1.40
11.52
0.00
12.9153
30
0.79
96.47
4925.42
71579490
1.87
20.37
1.54
12.73
0.00
14.2751
31
0.81
99.10
5010.41
76590.32
1.99
20.49
1.70
14.00
( 0.00
15,6977
32
0.84
101.43
5073.93
81664.24
2.11
20.61
1.86
15.32
0.00
17.1772
33
0.86
103.44
5115.32
86779.56
2.24
20.74
2.02
16.69
0.00
1847069
34
0.89
105.11
5134411
91913,67
2.36
20.86
2.19
0.00
20 79793
35
0.92
106.44
5129,99
97043.66
2.49
20.99
2.T
0.00
21.8863
36
0.94
107.42
5102.96
102146.52
2.61
21.11
2.54
0.00
23.5192
37
0,97
108.04
505174
107199626
2.73
21.23
2,72
0.00
25.1689
38
0.99
108.29
4979.88
112179415
2085
21.35
2.90
P25440
0.00
26.8259
39
1.02
108.18
4894+67
117063.81
2.96
21.46
108
0.00
2844904
40
LOS
10770
4767.66
121831.47
3.08
21.58
3.26
3.88
339975
41
1.07
106,86
4397,06
126228.53
3.18
21.68
3.42
14.17
45,8268
42
1.10
105.66
3626.18
129854.71
3.26
21.76
3,56
25.41
58.3537
43
1.13
104.12
2792.29
132647+00
3.33
21.83
167
30,27
35.43
69.3693
44
1.15
102.24
2028.49
134675+49
3,38
21,88
1 3.75
30.93
43.36
78.0329
45
1.11
100.03
1311612
131111,41
3.41
11.91
3.80
31,37
4107
114+2411
46
1.20
97.51
871.13
136932.53
343
21.93
3.84
31.66
52.78
89.2742
47
1.23
94.70
469.70
117402.23
3.44
21.94
3.85
31.81
54.82
90.4813
48
1.26
94.38
243.28
137645.51
3.45
21.95
3.86
31.89
55.88
91.6344
50
1.31
90.62
-2.05
137798.27
3.45
21.95
187
31.94
56.55
92.3619
51
1.34
87.31
-203.67
137594.60
3 45
21.95
3.86
31.87
55.66
91.3925

120
100
80
CY 60
40
20
0
0
Compass Landing Apartment Homes
10 yr Routing
10 20 30 40 50
--inflow (cfs)
Time (min) —Total Outflow
V)
0
M
Z M
m
la

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
C-0647
EROSION CONTROL CALCULATIONS
PROJECT: COMPASS LANDING APARTMENT HOMES
LOCATION: NEWPORT, CARTERET COUNTY, NC
RUNOFF CALCULATIONS
RATIONAL METHOD: Q-CIA
N-,LAILL, 1 DATf
L C{(Ft tGYL __ G T, I
!
c'u E
RETURN PERIOD: 10 YEARS
Tc 5 MIN,
INTENSITY: 8.78 IN/HR 30-yr
RUNOFF COEFFICIENTS. 0.35 (UNDEVELOPED -DURING CONSTRUCTION)
MANNINGS COEFFICIENT. 0.02 BARE EARTH
(NO SLOPE GREATER THAN 1% WITHIN ANY DRAINAGE AREA)
MAXIMUM OLD - USE FOR VELOCITY CALCULATION
Mannings
Slope
fell Side
Right Side
Discharge
Flow Area
Wetted
Velocity'
label
CoeHltlent
(ftift)lope
Depth(fti
Slope"
V H
Slope"
V:
Icfs(
(k'1
Perimeter (k(
(k/s)
MA%Ora DA C
0.02
0.01
0.21
0.02
0.02
3.68
2.2
21.09
1.66
"Velocity is non -erosive during constructbn and assumed non-erosvin (or all other drainage areas.
"The left and right side slopes are equal to the slope of the proposed street section (2%(

STROUO ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy 24
MOREHEAD CITY, NC 28557
[phone]
C-0647
EROSION CONTROL CALCULATIONS
RIPPAP APRON SIZING
�4ECKErl I !`)�✓� GATE_
ICI

POINT PRECIPITATION
FREQUENCY ESTIMATES
S `#
FROM NOAA ATLAS 14
North Carolina 34.80279 N 76.88457 W 22feet
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Confidence Limits 1 Seasonality I Related Info I GIS data I Maps
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Precipitation Intensity Estimates (in/hr)
ARI"
(years)
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]0
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i5
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30
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I20
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12
24
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48
48
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10
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20
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30
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0.15
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1001
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6.76
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0.53
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0.04
0.03 0.02
0.02
0.01 C
77807
6.25
5.27
3.74
2.40 T 3
1.11
0.67
0.40
0.24
0.14
0.U8
0.05
0.04
0.03
0.02
0.02 C
10
87
7.03
5.92
4.29
'_.79 1.82
I�2
0.80
0.48
0?8
0.16
009
0.06
0.05
0.03
0.02
002 C
25
9.92
7.91
6.68
4.95
3.29
2?0
LG2
0.99
0.59
035
q.2U
0.11
0.07
0.01
0.01
0.03
0.02 C
50
10.84
8.63
779
5.49
3.72
'_.54
1.89
1.16
0.70
0.41
0_'4
0.11
0.08
0.06
0.04
0.03
0.02 C
100
1-74
9.32
7.86
6.02
4.14
2.s,
2.18
1.34
0.8I
0.48
0.^_7
0.15
0.09
0.07
0.04 1
0.03
OA3 C
200
12.(i2
10.00
8.42
6.55
4.59
2.49
1.54
0.94
095
0.33
0 17
0.10
0.08
005
OOd
0.0+
500
13.75
I0.87
9.12
7_26
5.21
3.81
2.95
1.83
1.13
0.66
0.38
0 20
0.12
0.09
006
104
0.0.i 0
1000
14.74
I L60
9.71
7.86
5.74
4?8
3.37
2.09
1.30
0.75
0.44
0.22
0.13
0.10
0.0E
0U4
0.04 C
These precipitation frequency estimates are based on a p;Ldtfrpq_5gg„ ARI is the Average Recurrence Interval.
Please refer to N9AAAl D4curagmt for more information. NOTE. Formatting forces estimates near zero to appear as zero.
* Upper bound of the 90% confidence interval
Precipitation Intensity Estimates (ini
9RI** 5 10 15 30 60 120 3 6 12 24 48 4 7 10 20 30 4-
(years) min min min min min min hr hr hr hr hr day day day day day day
�1
6?5
4.99 4.1E 2.85
1.78
1.10
0.80
OA9 0.29
0.17
0.10
0.05
0.04
U.03
0.02
0.02
UA1
O2
7.3,
5.86
4.91 3.39 2] 1.33
0.97
0.60
0.35 0.20 0.12
0.07
0.04
0.03
0.02
0.02
0.02 C
F--5-]8.46
6.77
IF717 4.06
2.GU 1.67
1?_'
0.75
0.45
0.26
0.15
0.08
OAS
0.04
0.03
0.02
0.02 C
10
9.i2
7.6I
6A2 4.65
3 L98
1.1(i
OAO
0.>4
031
0.18
0.10
0.06
0.05
0.03
003
0.02 C
25
10.7,
8.54
7.22
535
356 2.39
1.78
1.10
0.67
0.39
0.22
Ej
0.08
0.06
0.04
0.03
0.02 0
50
11.74
9.;5
7.89
5.94
4.03
2.76
2.07
1?9
0.78
045
0?6
0.14
0.09
0.07
0.04
0.0+
0.03 0
100
12.71
10.10
8.51
6.52
4A9
3.14
2.39
1.49
0.91
0.5'
03(1
O.Ifi
0.10
0.(18
0.05
004
0.03 C
200
13.68
]0.84
9.12
7.10
498
35G
2.73
1.7I
10,
1160
EEO
0.11
0.09
0.0,
0.04
0.03 C
500
1494
I L81
9.91
7.89
5.(i6
4.11
3.24
2.03
I?6
0.72
441
E�]
0.13
0.10
O.OG
0.04
0.04 C
1000
16.04
I? (i4
10.57
8.56
fi?5
4.f,8
3.70
�
1.46
0.8
OA9
q.25
0.15
0.11
0.07
0.05
004 C
The upper bound of the confidence interval at 90% confidence level is the value which 5 % of the simulated quartile values for a given frequency are greater than.
"These precipitation frequency estimates are based on a partal duration series, ARI Is the Average Recurrence Interval.
Please refer to NOAA Atlas 14 Document for more Information. WE Formatting prevents estimates near zero to appear as zero.
* Lower bound of the 90% confidence interval
Precipitation Intensity Estimates (ini
5 10 15 30 III
120 3 6 12 24 48
min min min min min min hr hr hr hr hr
nnF

1 2 1G.23
4A8
4.17 2.E8
l81
1.12 0.80
0.48 0.28
0.17
0.10
0.06
0.04
0.0,
0.02
0.02
0.01 L
7.18
5.75
4.55 3.44
2.21
1.40
I.OI
0.G1 0.36
0?2
0.12
0.07
0.05
0.04
0.02
0.02
0.02 U
6
9
7
I
1
0
0
0
0
04
0
020.028
Cl0
25 9.06
6.10 4.52
3.01
2.00
1.46
0.88 0.53
0.32
0.18
O.10
0 06
O.OS
0.03
0.03
U.02 C
7
6
32
1700
061
0
O
07
O
0.
0.02
Eo
100 O
4
7
72
1
80
170
404
0
.040.0
0.03 CI
200 11.35
9.00
7. 7 .E9
4.13
2.92
2.20
1.,4 0.s1
0.48
0.27
0.15
0.0
00.07
0.04
0
0.03 0
500 1226
9.70
8.I4 6.48
4.G5
3.37
3S8
1.57 U.96
OS6
032
0.17
U.I0
0.08
0.05
0.04
0.03 0
1000 13.Od
10.2',
8.59 (i.96
ETIETIEI
1.7E EELE
LE
EEE2IEE
O.OS
0.04
0.U3 C
cr yuariuic vaiuca'' a eicyucuuy aic ic» roan.
"These precipitation frequency estimates are dasetl on a pa[tialpufa[gamaxima series ARI is the Average Recurrence Inteerval.
Please refer to NOAA Atlas 14 Document for more intonation, NOTE: Formatting prevents estimates near zero to appear as zero -
Text version of tables
Partial duration based Point IDF Curves - Version: 3
34.80279 N 76.88457 W 22 Ft
10
7
3
3
2
c' 1
0.7
N 0.0.3
� 3
ry 0.2
- 1
c .67
or .05
.03
a .02
L .01
a
.001
.si .mac .rE s m m s s
.o .g�� .E� 0 1 1 1 1 a a W as Bs am as m
s
N M O �O OD OJ N rp N 1
to Y, O O O .-� a-1 ei M C M a I[1 n O O O Its O
� M � � Duration
Fri Oct 22 09:49:00 2010
Average Recurrence Interval
(nears)
1-year 5-e25-yea00-year - 50000-year -8-
00002a2- ear ear r ear
Related Information
Maps & Aerials
('lick here to see topographic traps and acrial photoeraphn available for this location from Microsoft Research M;ws

IN
Confidence Limits
POINT PRECIPITATION
FREQUENCY ESTIMATES
FROM NOAA ATLAS 14 1.,,.�r°
North Carolina 34.80279 N 76.88457 W 22 feet
kont "Pmerg�tirh��n-I tcqucnc� AI las ,I 'he I.'nttvd St.-, ( IIrVA Atlaz I I t'n nm.: 2. t'cc.v'ton J
li1) hiarlilt.B 1,,, 1 I'a-,[,A.%t)At, an d 1). Rd,
N() %A National W-1- SSilver S,ittg. \1-kh.d, 2004
,ac d'I hu O.-t 28_t'H,
Seasonality I Related Info I GIS data I Maps I Docs I Return to State Map
Precipitation Frequency Estimates (inches)
(y a1
min
FT 07
m n
m n
m n
m n
m a
3 hr
6 hr
12 hr
24_hr
4h hr a dsv
7 dam
day11
day11
day
LdaylikJ
�0.48
0.77
OA6
131
1.64
2.02
2.18
2.64
3.12
3.64
1.21 4.77
5.53
6.25
8R5
1(1.36
12.88
15.6(l
2�
OS6
0.90
1.13
156
L96
2.11
2.61
3.19
, 78
1.13
5.11 5.79
6.67
7.52
10.07
12.31
15.26
18.42
.
1.04121
?
0
332
42
95
S
5
332
2I:
{
1
27064
10
(1.73
1.17
1.48
2.15
_'.79
3.Ci4
3.98
4.82
5.78
6.83
7.81
8.67
9.80
10,R2
IrL.03
16.81
20.(i8
bL.41
25
U.83
132
L67
2.41
E]
4.41
4.87
5.93
7.15
S 46
9.70
10.57
1 1 84
129(,
16.i i
19,57
24. R
2h.0(i
50
(L90
1.44
L82
2.71
3.72
5.(18
i68
(i.93
8 4 27
9.87
11.34
12.19
13.55
14.74
1h.65
21.75
26.9I
30A2
10o
(L98
L55
L96
3.(ll
4.14
5.78
6S1
5.01
9.79 ILA3
1, 17
1111
1539
16.6i
2(1.83
24.Oi
29.82
33.84
200
L05
L67
2.10
3.27
4,1
65
7A9
9?I
IL33
13.15
U.23
15.88
1737
18.6R
23.14
26.3h
32.85
36.82
500
LIS
1.81
2.28
3.(i3
521
7.62
8.87
11195
13.59
15.7d
1834
18.82
20.Dt
Es
2(T
2958
3Z08
4U.84
10 00
1.2�')
1.93
F411
T 173
5.71
8.57
In.11
12.53
I5.(ii
17.97
ZL61
21.41
22.67
24.05
29.05
32.1(1
40.4J
1395
' These precipilalion frequency estimates are Nne0 on a partielpy(alon mryag._ ARI is the Average Recurance Interval.
Please refer to IN-OALf In:L111pplhe]t for more rferrnallon. NOTE. F.-tllnq forces estimates near zero h, appaar as zero.
* Upper bound of the 90% confidence 'Interval
Precipitation Frequency Estimates (inches)
ARI** 10 I5 30 60 120 �� hr hr 48 �� 10 20 30
(years) min min min min min min hr hr hr hr hr daV day day day day
0.52 0.83 LU1 1.43 1.78 22(I 2 417 2.95 Tf57 4.03 4.69 5.25 6.05 (i.84 ) 113 I I .12
22
0.61
0.9R
1?3
1.70
2.13
2.A7
3.91
3.57
4.27
4 91
5.68
(i.3(i
7..30
8.21
I0.$9
13.23
16.41
19.70
�0.70
1.13
1.d3
2.113
2.60
3..34
3.G6
4S0
5.42
6.33
7.30
8.09
9-
1(1.17
13.25
15,92
19.61
23.25
10
0.79
F
2..33
EZ
HI
EQ
5.1176.53
714
h.67
9.53
10.72
1 L8(1
I5.18
18.118
2225
2(i.(19
25
0.89
1.42
L8O
2.(,7
3.5(i
4.75
5.34
6.61
8.05
9.32
10.73
11.61
1211
14.13
17.92
2L06
25.95
30.01
50
I 11.98
1. 66
L97
297
-603
SS2
6.22
7.7'_
9.45
1f1.86
12.15
1339
14.83
16.D9
24.1R
23.15
28.98
33.11
100
LOE,
L6S
2.13
326
4.49
6.28
7.16
-7
1097
1256
14j<)
15.35
ICi.S7
I8.17
22.6I
25.94
32.16
36.31
200
1.14
L81
2?R
3.55
498
Z11
R20
I0.22
12.G8
14.4R
16.91
I7.50
19.07
20.45
25.17
28.54
3554
39.61
500
125
L97
24S
3.91
5.6<
83p
9.73
IL17
U.21
17.39
20.46
20.84
22.34
23.89
25.86
32.I4
4(L33
-t'1.16
1000
1.31
2.11
2.64
4.25
6.25
936
1 1.12
13.95
17.56
19.94
23.63
23.90
25.18
26.(>4
3195
35 04
14.2G
1Z76
I its upper - o y� '..
Th Bse prey Pfalot frequency n0r.lie, Un, d parlaLduf Ie e e{ ARIL; the Average Re-rnce Iri-I
* Lower bound of the 90% confidence interval
Precipitation Frequency Estimates (inches)
ARI*• 5 10 IS 30 60 L..O 3 6 12 24 48 4 7 10 20 30 45 GO
min min min min min min hr hr hr hr hr day day day day day day day
�(y-ears)�
I '
OA4
0.71
U.88 121
1.51
LSS
1.99
2.39
2.81
3.32
3.8>
4.37
5.08
5.78
7.86
9.67
12
I4.62
�2
0.5'_
0.83
Ltl! l.ld
1.81
2.21
2.'.{
2.41
?SS
3.10
1.1
4.(4
5.29
b.t3
6.93
1 6
11.19
14. 11
IL60
(I.96
1.21 1.72
2.80
303
A(i3
43(1
5.23
5.9<I.
6.72
Z68
B.SR
11.3(i
13.81
16AS
20.36
10
11.67
108
1.3( F1 1117
2S7
332
3bl
133
5.16
19.21
22.79
25
0.76
LO
L52 '_.2fi
3.01
4.Oo
4.10
5.30
6.34
=
8.6R
9.55
10.76
II.82
15.24
ESE
°'_30I26.49

50 0.8'_
1 31 1 1662.50 3.39 459 5.10
611 7.40 118.81 10.05 10.93 I222 13.35 17.06
20.07 2d.77
28.66
100 0.89
L41 1.78 2J3 3.75 5.20 5.83
7.05 8S2 10.11 1156 12A0 13.75 14.95 18,91
2293 272G
3120
200 0.95 I
ED EE 2.94 4.13 5.84 6.62
8.03 F 77 11.49 13.19 13.96 I5.37 16.63 20.82
24.110 29.80
33.72
500 1.02
1.62 2.04 3.2f 4.65 (,]3 7.74
9.43 11.53 13.50 1558 1G.26 17.G3 18.97 23A1
26.64 3322
37.04
1000 1.09
L71 2.15 3.48 5.08 7.51 8.73
10.65 13.10 U.19 17.57 18.25 19.49 2Q84 25.4R
28.66 35.SG
39.54
1Tese precipda�ion frequency ectlmAtes are D:aso� on a oar',• al�pn i ax ma.^�rS� ARI rs the Average Recurrence Interval.
Pleas- role, to NDA, AI a,. 14 re, more nfo-lion. NOTE Format) ng p1ev0 I Z 1 ales near zero to a➢pear ffi zero.
Text version of tables
Partial duration based Point Precipitation Frequency Estimates - Version: 3
34.30279 N 76.58457 W 22 ft
1 2
5
10 25
50 100
200
500 1000
Average Recurrence
Interval (years)
Thu Oct 26 06:09:29
2010
Duration
5-min -
30-min --
3-hr -:e-
24-hr
7-day --I-
30-day �
10-min -' -
60-min -i}
6-hr
48-hr � -
10-day --
45-day -21-
15-min -.--
120-m -Iff
12-hr
4-daq r-
20-day-M'-
60-daq n-