SW8051028_HISTORICAL FILE_20090602

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW po 5700qS
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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Az=",�wrrrrr W"M
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H Sullins Dee Freeman
Governor Director Secretary
June 2, 2009
Mr James Maides
East Point Homes
166 Center Street
Jacksonville, NC 28546
NOTICE OF INSPECTION
Lincoln Place Apartment Complex
Stormwater Project No SW8 051028
Brunswick County
Dear Mr Maides
Please find attached a copy of the completed form entitled "Stormwater Compliance
Inspection Report" The report summarizes the findings of a recent inspection of the
project's stormwater controls conducted on June 2, 2009 to determine compliance with
Stormwater Permit Number SW8 051028 issued on November 10, 2005
As indicated in the attached inspection report the following deficiencies must be
resolved
Submit engineer's certification to DWQ
Please inform this Office in writing before July 7, 2009, of the specific actions that will be
undertaken and the time frame that will be required to correct the deficiencies Failure to
provide the requested information, when required, may initiate enforcement action
including the assessment of civil penalties of up to $10,000 per day If a written plan of
action is not submitted to this office by July 7, 2009 then DWQ staff will re -inspect the
site and issue a Notice of Violation if the listed deficiencies have not been addressed
Please be reminded that if any ownership or name change has occurred it is the
permittee's responsibility to notify this office in writing If you have any questions please
contact me at the Wilmington Regional Office, telephone number [phone]
Sincerely,
45.4 �7���
Angela Hammers
Environmental Specialist
GDSlakh S IWQS1StormWater\INSPECT1051028 jun09
cc W Shane Uppard, PE, (Right Angle Engineering)
Wilmington -Rego no al;Qfficm
Angela Hammers
Central Files
Wilmington Regional Office
127 Cardinal Drive Extension Wilmington North Carolina 28405
Phone [phone] FAX [phone] Customer Service 1 877-623 6748
Internet www rimalerquality org
One
NorthCarolina
Naturally
An Equal Opportunity 1 Affirmative Achcn Employer

* * * COMMUNICATION RESULT REPORT ( NOV 14 2005 11 08AM )
FILE MODE OPTION ADDRESSTTI
--1MEM----------------�--------------�--------------- (GROUP) --- ------------ RESULT
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9-2512208 — —
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REASON FOR ERROR — -----------------------------------------------
E-1) HANG UP OR LINE FAIL -------------------
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E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
[phone]
Michael F Easley, Governor Wilham G. Ross Jr, Secretary
FAX COVER SHEET
Bate:
To:
CO:
FAX #: _ Z. - 2z z o e
# pages (exc=21�
From: -
Division: SwP
FAX#: [phone]
127 Cardinal Drive Extenslutt, Wilmington, N,C 2MOS4945 7ilephano (910) 796-720 Fvx(91%3$MG04
An Equal Opportunity Affirmative Action Cmp)ayer
P 1
NCDENR WIRO
----- -__PAGE__
P $I$

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
[phone]
Michael F Easley, Governor William G Ross Jr, Secretary
Date:
To:
CO:
FAX#: 2-5 /- 2Z-0e
REMARKS:
FAX COVER SHEET
# pages (excluding cover)
From: ,14�z ��r/4�
Division: SWP
FAX#: [phone]
127 Cardinal Drive Extension, Wilmington, N C 28405-3845'Ielephone [phone] F"ex(910) 350-2004
An Equal Opportunity Affirmative Action Employer

I k S
State Stormwater Management Systems
Permit No SW8 051028
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
James Maides and East Point Homes, LLC
Lincoln Place Apartment Complex
Brunswick County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H 1000 (hereafter referred to as the "stormwater rules'}
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit
This permit shall be effective from the date of issuance until November 10, 2015, and
shall be subject to the following specified conditions and limitations
I DESIGN STANDARDS
1 This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
2 This stormwater system has been approved for the management of stormwater
runoff as described in Section 16 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 151,880 square feet of
impervious area
3 The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans There is no allotment for future built -upon
area at the site
4 All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans
5 The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system
Page 2 of 7

State Stormwater Management Systems
Permit No SW8 051028
6 The following design criteria have been provided in the wet detention pond and
must be maintained at design conditions
a
Drainage Area, Tcres
70
Onsite, ft
304,920
Offsite, ft2
None
b
Total Impervious Surfyes, ft2
151,880
OS Buildings, ft
87,360
OS Streets, ft2
28,520
OS Parking, ft�
28,000
OS Sidewalks, ft2
8,000
c
Design Storm, inches
1 0
d
Pond Depth, feet
50
e
TSS removal efficiency
90%
f
Permanent Pool Elevation, FMSL
200
g
Permanent Pool Surface Area, ft2
12,790
h
Permitted Storage Volume, ft3
13,721
1
Temporary Storage Elevation, FMSL
21 0
i
Controlling Orifice
1 5"0 pipe
k
Permitted Forebay Volume, ft3
5,920
I Receiving Stream/River Basin Mill Creek 1 Cape Fear
m Stream Index Number 18-77-1-1
n Classification of Water Body "C, Sw"
II SCHEDULE OF COMPLIANCE
1 The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface
2 During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
3 The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to
a Semiannual scheduled inspections (every 6 months)
b Sediment removal
c Mowing and revegetation of slopes and the vegetated filter
d Immediate repair of eroded areas
e Maintenance of all slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping
g Access to the outlet structure must be available at all times
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 051028
4 Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ The records will indicate the date,
activity, name of person performing the work and what actions were taken
5 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 118 horsepower
6 The facilities shall be constructed as shown on the approved plans This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data
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 shall be maintained via appropriate
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 subdivision, acquisition, lease or sale of all or part of the project
area The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought
f Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
11 The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction
12 A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction
Page 4 of 7

State Stormwater Management Systems
Permit No SW8 051028
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 except after notice to and approval by the Director
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate
The approval of this request will be considered on its merits and may or may not
be approved The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request
2 Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215 6A to 143-215 6C
3 The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction
4 In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
5 The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility
6 The permit may be modified, revoked and reissued or terminated for cause The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition
7 Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
8 Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
9 The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days
Permit issued this the 10th day of November 2005
NORTH AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W Klimek, P E , Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 051028
Lincoln Place Apartment Complex
Stormwater Permit No SW8 051028
Brunswick Count
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the protect,
(Protect)
for (Protect Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the protect
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specification
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No SW8 051028
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/bypass 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/bypass structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
10 The inlets are located per the approved plans and do not cause short-
circuiting of the system
11 The permitted amounts of surface area and/or volume have been
provided
12 Required drawdown devices are correctly sized 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
cc NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
Jeff Phillips, Brunswick County Engineering
Page 7 of 7

P 1
COMMUNICATION RESULT REPORT ( NOV 2 2005 3 56PM ) * * *
TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE
---------------------------------------_-------_------------------------------------------------------
872 MEMORY TX 92512208 0K P 3/3
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross, Jr. Secretary
FAX COVER SHEET
Date:
11/2105
No. of Pages: 3 (Intl Cover)
To:
Shane Llppard
From: Paul Bartlett
Company:
Right Angle Eng.
Water Quality Section -
Stormwater
FAX #:
[phone]
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 051028
Project Name: Lincoln Place Apartment Complex
MESSAGE:
Shane,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr Maides, and a copy will be mailed to you.
4 /1

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F Easley, Governor
FAX COVER SHEET
William G Ross, Jr, Secretary
Date- 1112105 No of Pages- 3 (Incl Cover)
To. Shane Lippard From. Paul Bartlett
Company- Right Angle Eng Water Quality Section -
Stormwater
FAX # [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number. SW8 051028
Project Name: Lincoln Place Apartment Complex
MESSAGE.
Shane,
A Request for Additional Information is attached for the subject project The original will
be mailed to Mr Maides, and a copy will be mailed to you
ENBlptb SIWQSISTORMWATERIADDINF0120051051028 nov05
127 Cardinal Drive Extension, Wilmington NC 29405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

of WArFR Michael F Easley, Governor
O� QG William G Ross, Jr, Secretary
r North Carolina Department of Environment and Natural Resources
a Alan W Klimek, P E Director
Division of Water Quality
November 2, 2005
Mr James Maides
East Pant Homes, LLC
166 Center Street
Jacksonville, NC 28546
Subject, Request for Additional Information
Stormwater Project No SW8 051028
Lincoln Place Apartment Complex
Brunswick County
Dear Mr Maides
The Wilmington Regional Office received a Stormwater Management Permit Application for
Lincoln Place Apartment Complex on October 26, 2005 A preliminary review of that
information has determined that the application is not complete The following information is
needed to col l a the stormwater review
�r ,051 Please provide a copy of the Corps of Engineers 404 wetlands delineation Im document
Please modify Section III 5 d 6 of he apple at,epn VL�sto_r��rl Drainage Area
Ni (o No 1 9t { pA-f�z
���ase cl ri# the impervious area in S ion III 6 o the a licatio s follows
��. a he calculations list 65 buil gs and Drawings Cp1 an C2 illustrate 70
fuildings For 70 at 24' x 52' each, the dings" impervious
t� f41
area should b 366 ft
Drawing C1 illu parking space (28,000 sq ft vs 132 spaces
V (26, 0 sq ft) used in the calculations an listed in ion 1116
c e linear feet of 5' wide sidewalk appears o e approximately 2,000' on
Drawings C1 and C2 instead of the 1,350' used in the calculations and
listed in Section 1116 fAtJ Y_. 6 gI �
ad ease correct the calculations, application, supplement, and drawings,
nd revise the total impervious area entry and protect built -upon entry in
Section III 6 of the application and Section I of the supplement
/4 P ase provide original, initialed pages for Section VI of the application (page 4)
0 and Section II of the supplement (page 2)
5 XAl-ations,
e clarify the orifice diameter and make any necessary changes to the
drawings, and supplement The supplement and calculations list
iameter and the Drawing D1 detail labels a 1" control pipe
t6 Jkt0'1 "'4
Ir 141irlb
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel 877-623 6748
Wilmington Regional Office Wilmington NC 28405 3645 FAX [phone] Internet h2o enr stale nc us
None hCarohna
.aturally
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

Mr James Maides
November 2, 2005
Stormwater Application No SW8 051028
u �/ Please add the permanent pool surface area and forebay volume entries
O �9 t Section I of the supplement
Please add a note to Drawing D1 that a pump will be provided for
oo maintenance of the overflow structure and to drain the pond in
G
k,( �� N emergencies
Please note that this request for additional information is in response to a preliminary
review The requested information should be received by this Office prior to November
9, 2005, or the application will be returned as incomplete The return of a project will
necessitate resubmittal of all required items, including the application fee
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter The request must indicate the date by which you expect to submit the required
information
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215 1 and
is subject to enforcement action pursuant to NCGS 143-215 6A
Please reference the State assigned project number on all correspondence Any
original documents that need to be revised have been sent to the engineer or agent All
original documents must be returned or new originals must be provided Copies are not
acceptable If you have any questions concerning this matter please feel free to call me
at [phone]
Since ely, d
7% `mac �i'
Paul T Bartlett, P E
Environmental Engineer
ENBlptb S1WQSISTORMWATERIADDINFO120051051028
cc Shane Lppard, P E , Right Angle Engineering
Paul Bartlett

SOSID 776589
Date Filed 4/11/2005 4 12 00 PM
Flame F Marshall
North Carolina Secretary of State
State of North Carolina C200510100168
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit
these Articles of Organization for the purpose of forming a limited liability company
The name of the limited liability company is East Point Homes LLC
2 If the limited liability company is to dissolve by a specific date, the latest date on which the
limited liability company is to dissolve- (If no date for dissolution is specified, there shall be no
limit on the duration of the limited liability company ) none
3 The name and address of each person executing these articles of organization is as follows
(State whether each person is executing these articles of organization in the capacity of a
member, organizer or both Note This document must be signed by all persons listed here)
James E Maides 211 Bethesda Ct Jacksonville, NC 28546 both
Danny L Whaley 213 Lyman Rd Seulaville, NC 28518 both
Christopher G Whaley 247 Lyman Rd Beulaville, NC 28518 both
Steven M Kellum 104 Brichton St Jacksonville. NC 28546 both
4 The street address and county of the initial registered office of the limited liability company is
Number and Street 211 Bethesda Ct
City, State, Zip Code Jacksonville, NC 28546
County Onslow
5 The mailing address, if different from the street address, of the initial registered office is
166 Center Street, Jacksonville, NC 28546
6 The name of the initial registered agent is. James E Maides
7. Principal office information (Select either a orb)
a ❑ The limited liability company has a principal office
The street address and county of the principal office of the limited liability company is
Number and Street
City, State, Zip Code County
The mailing address, ifdoerentfrom the street address, of the principal office of the corporation is
b E The limited liability company does not have a principal office

Check one of the following-
✓ (i) Member -managed LLC: all members by virtue of their status as members shall be
managers of this Iimited liability company
(ii) Manager -managed LLC except as provided by N C QS Section 5X-3-20(a), the
members of this limited liability company shall not be managers by virtue of their status as
members
9 Any other provisions which the limited liability company elects to include are attached
10 These articles will be effective upon filing, unless a date and/or time is specified
This is the 7 day of April , 20 05
East Point Homes LLC
Signature
ames E Maides (member S organizer)
Type or Print Name and Title
GhnS}aphw (a. Whal +�.
Q9ER WM
ORGM�-�ivci2 hr1.ICtilt� bulk gffi
NOTES
i Filing fee is S125. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P O Box 29622 RALEIGH, NC 27626-0622
(Revised January 2002) (Form L-01)
Instructions for Filing

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http //www topozone com/print asp9z=17&n=3794386 58528152&e=772261 645248669&
11 /2/2005

GHT ANGLE
ENGINEERING, PC
212 Princess Street Wilmington, NC 28401 Tel [phone] Fax [phone]
j
October 26, 2005 Proe,U
}-� lam) Qj 00-
Mr Cameron Weaver
One Stop Permitting Coordinator
NCDENR
127 Cardinal Dr Ext ,
Wilmington, NC 28405 by Fax [phone]
Re East Point Homes, LLC
Lincoln Place Apartment Complex
Mr Weaver,
4 ur" P"p--
Enclosed are design drawings, applications, and calculations for high density development on the
above mentioned site The project proposes to construct apartments, parking areas, detention
basin, roads, water and sewer
We are submitting for fast track permitting for Storm Drainage and Erosion Control
Enclosed are 2 copies of DWQ applications and 3 copies of LQS applications and check for
$4350
Please feel free to contact us at any time if there are questions or we could be of any assistance
SincePAY,
ippar, , P E
Project Engineer
Right Angle Engineering
R4CEIIVED
OCT 2 6 2005
IL/

Coct 05 05 01:02p Rae Pc 1910251220
AMA
WDENR
North Carolina Department of Environment and !Natural Resources
127 Cardinal Drive Wilmington NC 28405 [phone] FAX (910) 3s0-2004
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s)
FAX or email to Cameron Weaver0ncmail net along with a narrative and vicinity map of the project location.
Projects must be submitted by 9 00 A M of the review date, unless prior arrangements are made
APPLICANT Name James Maides f C'
Company _East Point Homes, LL61
Address_166 Center Street City/State—Jacksonville, NC—Zlp_28546_ County —Brunswick
Phone [phone] Fax [phone] Email
PROJECT Name —Lincoln Place Apartment Complex
PROJECT SYSTEM(S) TRIBUTARY TO —Mill Creek (STREAM NAME) _..._Cape Fear RIVER BASIN
ENGINEER/CONSULTANT Shane Lippard, PE
Company _Right Angle Engineering
Address_212 Princess Street City/State—Wilmington, NC Zip_28401_County_New Hanover
Phone_910-251-8544 Fax,910-251-2208 Email_raepcsl@bellsouth net
State or National Environmental Policy Act (SEPA, NEPA) - EA or EIS Required ❑ Yes Z No
❑ STREAM ORIGIN Determination; # of stream ca re m Name
® STORMWATER El Low Density ® Hig ensity-Detention Pond ❑ High Density -Other
Wetlands MUST be addressed below ❑ Low Density-C rb & Gutt ❑ High Density -Infiltration ❑ Off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® LAND QUALITY ® Erosion and Sedi tion Control Plan with _6 5_ acres to be disturbed
WETLANDS (401) Wetlands on Prop rty es [I No Isolated Wetlands on Property El yes ® No
_Check all that aaplu Wetlands Will B Im cted ® Yes a Wetland Impacts 0 04 Acre(s)
Wetlands Delineat een complet ® Y s ❑ No ❑ Buffers Impacted Acres)
USA COE Approval of islin ti�on comple ed ® es ❑ No
404 Application in proswl SACOE es No I Permit received from USACE ❑Yes ❑No
401 Application requireY ❑ No If Regular ❑ Express
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications
SUBMITTAL DATES
SW
CAMA
LQS
401
For DENR use or11 y
Fee Split for multiple permits
Total Fee Amount $

Oct 05 05 01:03p Rae Pc
19102512208
p 2 t
t
DESIGN NARRATIVE FOR HIGH DENSITY PROJECT
FOR
EAST POINT HOMES, LLC
LINCOLN PLACE APARTMENT COMPLEX SITE
3500 VILLAGE ROAD AT LINCOLN SCHOOL ROAD
BRUNSWICK COUNTY, N C
October 2005
TABLE OF CONTENTS
1 0 PROJECT DESCRIPTION
20 SITE DESCRIPTION
30 ADJACENT PROPERTY
40 DRAINAGE CONSIDERATIONS
50 EROSION CONTROL CONSIDERATIONS
60 CONSTRUCTION SCHEDULE
70 VEGETATION PLAN
80 MAINTENANCE PLAN
APPENDIX
WET DETENTION BASIN CALCULATIONS
IMPERVIOUS AREA TOTALS
RUNOFF CALCULATIONS
PIPE CALCULATIONS
East Potnt Homes
Lincoln Place Apartment Complex
October 2005

1
Oct 05 05 01:03p Rae Pc 19102512208 p.3
1 Project Description The Protect is a proposed to be construction of 65 1200
square foot apartment units, asphalt entrance road, asphalt parking areas, storm
drainage, water, and sewer The land disturbing activity associated with the project will
consist of clearing and grubbing of vegetation, preservation of existing trees, grading of
the site, and sediment and erosion control measures such as a silt fence, gravel
construction entrance, and a check dams Also included in the protect will be storm
piping to collect the parking drainage and direct it to the wet detention pond The total
area which will be disturbed for this protect is 7 acres Total impervious area will be
138,060 S>= (3 17 AC) for the proposed construction
2 Site Description The project site is in Brunswick County, NC, located at the
intersection of Village Road (SR 1472) and Lincoln School Road (SR 1455) The
property on which the development will take place is currently owned by Quadrant
Construction
On site soils consist mainly of Onslow and Baymeade sobs These soils are mainly
loamy, fine sands
There are existing wetlands onsite These areas have been delineated and approved by
the US Army Corps of Engineers The retention pond will discharge to the lowest portion
of wetlands closes to Village Road Existing drainage ditches define two of the property
lines and provide surface water runoff for the site
General slope of the site is from south to north towards the front of the site
Land use in the vicinity is residential, rural agricultural, commercial, and industrial
3 Adjacent Property:,The areas adjacent to the project site are residential areas
4 Drainage Considerations* There are three major drainage features existing on
the site The site is mostly flat with slight slope from south to north Two ditches exist
on the side property lines with the third feature being a wetland drain from the west side
to approximately midline of the north side A 36" concrete pipe under Village Road
carries the drainage across the roadway and into an existing drainageway to Sturgeon
Creek
The road and parking areas will be bounded with curb and gutter to curb inlet collection
basins The curb inlets will be piped to two entrances into the forebay of the wet
detention basin Both of the entrance pipes to the basin will be 18" diameter The runoff
from the buildings will be directed into the collection system and sent to the basin The
basin is sized to provide sufficient runoff capacity filtration for the entire allowable
impervious area The wet detention basin is to provide detention of the pre -construction
and post -construction runoff difference and meet the 90% T water quality
requirements The amount of retention was based on the Type Ill rainfal distribution of
the 25 year, 24-hour storm Calculations are provided
East Point Homes
Lincoln Place Apartment Complex.
October 2005

Oct 05 05 01:03p Rae Pc 19102512208 1p 4
t
5 Erosion Control Considerations The following erosion control measures are
used on this protect
1 Temporary Gravel Construction Entrance/Exit
To prevent sediment from leaving the site, temporary gravel construction entrances
should be installed where the access road enters the site and instersects with
Village For dimensions and specifications, see construction details
2 Land Grading
The existing slope of the site is from south to north towards the front of the parcel
Most of the disturbed areas on the site will sheet flow to the existing drainage
patterns on the site
3 Silt Fence
Silt fence should be installed prior to clearing and grading activities Silt fence
should be checked routinely If needed, silt fence should be cleaned and replaced
if damaged See Construction Detail for dimensions and specifications
4 Wet Detention Basin
A wet detention basin will be constructed for long term runoff pollutant control, and
this area will be used as a sediment basin during construction Outlet control
structure with rip rap energy dissapator will be installed when basin is excavated
and 30' sodded vegetated filter will be placed after the rip rap to provide additional
filtering prior to discharge into the existing wetland
6 Construction Schedule
1 Obtain plan approval and other applicable permits
2 Hold pre -construction meeting at least one week prior to beginning construction
3 Install temporary construction entrance/exits
4 Before clearing and grading of the site, install silt fencing, detention basin with outlet
structure, and clean and replace as necessary
5 Begin clearing and grading of the site
6 Install storm piping
7 Install new roadway
S Sod/Seed, mulch, and tack immediately to establish proper vegetation
9 All erosion and sediment control practices will be inspected weekly and after each
rainfall event Needed repairs will be made immediately
10 After the entire covered area is stabilized, all temporary measures will be removed
and permanent vegetative repairs to be completed
East Point Homes
Lincoln Placc Apartment Complex
October 2005

0-ct 05 05
01:03p Rae Pc 19102512208
7
Vegetation Plan
1
After complete stabilization of the entire covered area, top cover soils will be
roughened by making 1"-2" deep grooves perpendicular to the slope
2
Spread lime (agricultural limestone) evenly over the area at a rate of 1 5 tons/acre,
spread 10-10-10 fertilizer at a rate of 1000 lb/acre and Incorporate into the top 6° of
soil
3
Loosen surface prior to applying seed
4
Broadcast seed at recommended rates
5
Rake seed Into the soil and lightly pack to establish good contact
6
Mulch with 4000 lb/acre grain straw or equivalent and anchor by weighted farm disc
set nearly straight or other mulch anchoring tool
7
Mow as needed and refertilize in late winter or early spring by topdressing with 10-
10-10 fertilizer
8
Graded surfaces shall not be exposed without grass coverage for more than 15
days If grades are not complete and exposure is more than 15 days, temporary
seed with rye grain at 50 lb/acre
8 Maintenance Plan
1 Contractor shall maintain all sedimentation and erosion control devices during
construction
2 All devices shall be checked after each rain event and weekly Repairs shall be
made Immediately when detected
3 Any deficiencies shall be brought to the immediate attention of the Engineer
Seed Types and Application Rate / Schedule
Temporary Seeding
Grass Tyee
Amount 11000 SF
Time of Seeding
Initial
Rye Grain
1-2 lbs
Nov —Jan
25 lbs 10-10-10
Brown Top Millet
1-2 lbs
June— Aug25
lbs 10-10-10
Permanent Seeding
East Point Homes
Lincoln Place Apartment Complex
October 21305
P 5

Oct 05 05 01:03p Rae Pc 19102512208 p.B
Grass Type
Amount
Time of
Initial
Fertilization !
Fertilization /
Fertilization /
11000
Seeding
1000 sf
1000 sf
1000 sf
sf
Maintenance
Maintenance
maintenance
Burmuda,
1-2 Ibs
Apr —
25 Ibs
March -April
Each 4-8
Aug -Sept
Common
June
10-10-10
12 Ibs
Weeks
12lbs
10-10-10
1-2 Ibs N
10-10-10
Fescue, Tall
5-7 Ibs
Sept —
25 Ibs
Feb -March
May & Dec
Sept -Oct
(Kentucky
Oct
10-10-10
12 Ibs
'lx to 1 Ib n
12 Ibs
31)
Feb —
10-10-10
10-10-10
Oct
Sencea
1-2 lbs
March —
25 Ibs
Feb -March
'/z to 1 lb N
NIA
Lespedeza
Apr
10-10-10
(Slopes
** Bermuda Sod Where shown on the plans
END OF PLAN
East Point Homes
Lincoln Place Apartment Complex
October 2005

Oct 05 05 01.03p Rae Pc 19102512208 p.7
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Projection is UTM Zone 17 NAD83 Datum G=1 66b
http //u w w topozone corn/print asp?z=17&n=3794387 99881769&e=772263 000280766& - 9/29/2005