SW8880910_HISTORICAL FILE_20120125

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 88Og10
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
a] HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
201-L 012.5
YYYYMMDD

eVA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P E
Governor Director
January 25, 2012
Mr Rene Stiegelman, President
IKA Works, Inc
2635 Northchase Pkwy, SE
Wilmington, NC 28405
Subject State Stormwater Management Permit No SW8 880910
IKA Works North America Expansion and Renovation
High Density Commercial Wet Detention Pond Project
New Hanover County
Dear Mr Stregelman
Dee Freeman
Secretary
The Wilmington Regional Office received a complete, modified Stormwater
Management Permit Application for IKA Works North America Expansion and
Renovation on January 24, 2012 Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations
set forth in Title 15A NCAC 2H 1000 and Session Law 2008-211, as applicable We are
forwarding Permit No SW8 880910 dated January 25, 2012, for the construction,
operation and maintenance of the BMP's and built -upon areas associated with the
subject project
This permit shall be effective from the date of issuance until January 25, 2020, and shall
be subject to the conditions and limitations as specified therein Please pay special
attention to the conditions listed in this permit regarding the Operation and Maintenance
of the BMP(s), recordation of deed restrictions, procedures for changes of ownership,
transferring the permit, and renewing the permit Failure to establish an adequate
system for operation and maintenance of the stormwater management system, to
record deed restrictions, to transfer the permit, or to renew the permit, will result in
future compliance problems
The following modifications are included and covered by this permit
The expansion of the existing facility and the demolition and re -design the
existing parking lots resulting in the addition of 17,520 square feet of impervious
area to the previously permitted drainage area
• The expansion of the existing wet detention pond to incorporate a forebay also
increases the permanent pool surface area and the provided storage volume
Please note that the original design was based on the NGVD29 datum which is
approximately 1 foot higher than NAVD88, which is why the elevations appear 1
foot lower than originally permitted
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing by filing a written petition with the
Office of Administrative Hearings (OAH) The written petition must conform to Chapter
150B of the North Carolina General Statutes, and must be filed with the OAH within
thirty (30) days of receipt of this permit You should contact the OAH with all questions
regarding the filing fee (if a filing fee is required) and/or the details of the filing process
at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-
3000, or visit their website at www NCOAH com Unless such demands are made this
permit shall be final and binding
Wilmington Regional Office
127 Cardinal Drive Extension Wilmington North Carolina 28405
Phone [phone] FAX [phone] DENR Assistance 1-877-623-6748
Internet w ncwaterquality org
NorthCarohna
Natmally
An PI ..A nnm6—N 1 ATE Wp v. AM— Fmnlnrnr

State Stormwater Management Systems
Permit No SW8 880910
If you have any questions, or need additional information concerning this matter, please
contact Christine Nelson, at [phone]
Sincerely,
eCharles Wakild, P E , Director
Division of Water Quality
GDS/can S \WQS\Stormwater\Permits & Projects\1988\880910 HD\2012 01 permit 880910
cc Rick Moore, McKim & Creed, Inc
New Hanover County Budding Inspections
Beth E Wetherill, New Hanover County Engineering
Wilmington Regional Office Stormwater File
Page 2 of 8

State Stormwater Management Systems
Permit No SW8 880910
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
IKA Works, Inc
IKA Works North Amencan Expansion and Renovation
2635 Northchase Pkwy SE, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of one (1) wet detention pond in compliance with
the provisions of 15A NCAC 2H 1000 and Session Law 2008-211, as applicable (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 25, 2020, 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 18 of this permit The stormwater control has been designed
to handle the runoff from 116,727 square feet of impervious area
A 50' wide vegetative buffer must be provided and maintained adjacent surface
waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of both sides of streams and rivers and the
mean high water line of 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
The tract will be limited to the amount of built -upon area indicated in this permit, and
per approved plans This permit does not provide any allocation of built -upon area for
future development
6 All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans
Page 3 of 8

State Stormwater Management Systems
Permit No SW8 880910
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, acres
152,739
Onsite, subject to 15A NCAC 2H 1000, ftz
179,787
Onsite, subject to SL 2008-211, ft
17,540
b
Offsite, ft -
Total Impervious
none
Surfaces, ft2
116,727
Onsite, subject to 15A NCAC 2H 1000, ftZ
99,207
Onsite, subject to SL 2008-211, ft
17,520
Offsite, ft
none
c
Design Storm
15A NCAC 2H 1000, inches
1 0
SL 2008-211, inches
1 5
d
Pond Design Depth, feet
30
e
TSS removal efficiency
90%
f
Permanent Pool Elevation, FMS.�
3000
hPermanent
Pool Surface Area ft
14,098
Temporary Storage Volume, i�
10,576
i
Temporary Storage Elevation, FMSL
3069
j
Controlling Orifice
1 75" fd pipe
k
Orifice flowrate, cfs
001
I
Permanent Pool Volume, ft3
20,166
m
Permitted Forebay Volume, ft3
2,923
n
Fountain Horsepower
N/A
o
Receiving Stream/River Basin
Smith Creek / Cape Fear
p
Stream Index Number
18-74-63
q
Classification of Water Body
"C, Sw"
II SCHEDULE OF COMPLIANCE
12
The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built -upon surface
During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately
The permittee shall, at all times, provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency The signed
and approved Operation and Maintenance Agreement must be followed in its entirety
and maintenance must occur at the scheduled intervals
Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ The records will indicate the date, activity, name of
person performing the work and what actions were taken
Decorative spray fountains will not be allowed in the stormwater treatment system, as
the permanent pool volume is less than 30,000 cubic feet
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
Page 4 of 8

State Stormwater Management Systems
Permit No SW8 880910
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 Redesign or addition to the approved amount of built -upon area or to the
drainage area
c 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
d 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 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
13 Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit A copy of the approved plans and specifications
shall be maintained on file by the Permittee at all times
III GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director At least 30 days prior to a change of ownership, or a name
change of the permittee or of the project, or a mailing address change, the permittee
must submit a completed and signed Name/Ownership Change Form to the Division
of Water Quality, accompanied by the supporting documentation as listed on 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 in whole
or in part, nor the conveyance of common area to a third party constitutes an
approved transfer of the stormwater permit
Page 5 of 8

State Stormwater Management Systems
Permit No SW8 880910
3 Any individual or entity found to be in noncompliance with the provisions of this
storrmwater management permit or the requirements of the Stormwater rules is
subject to enforcement procedures as set forth in G S 143 Article 21
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, 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 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 modified and reissued this the 25th day of January, 2012
NORTH CAROLINA-ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No SW8 880910
IKA Works
Stormwater Permit No SW8 880910
New Hanover County
Designer's Certification
I, , as a duly registered in the State
of North Carolina, having been authorized to observe (periodically/ weekly/ full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent
of the approved plans and specifications
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specifications
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No SW8 880910
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
drams 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
New Hanover County Building Inspections
Page 8 of 8

_ -
DWQ USE ONLY
Date Received
Fee Paid,
Permit Number
ZOZ%- ZDDD�fG//D7;7-
GD ' S
Applicable Rules ❑ Coastal SW -1995 Coa9tal SW - 2008 ❑ Ph 11 - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
Other WQ Mgmt Plan 19t% '( ukQ s
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I GENERAL INFORMATION
1 Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc)
IKA Works North America Expansion and Renovation
2 Location of Project (street address)
2635 Northchase Parkway SE
City Wilmington County New Hanover Zip 28405
3 Directions to project (from nearest major intersection)
From the intersection of North College Road and Murrayville Road, travel north on N College Road
approximately 1 mile Turn right on to Northchase Parkway SE The site is approximately 0 24 miles on
the right
4 Latitude 34° 18' 11" N Longitude 77' 52' 24" W of the main entrance to the project
II PERMIT INFORMATION
1 a Specify whether project is (check one) [-]New ®Modification
b If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number880910 , its issue date (if known)9/13/1988 and the status of
construction ❑Not Started ❑Partially Completed* E Completed* *provide a designer's certification
2 Specify the type of project (check one)
❑Low Density EHigh Density ❑Drams to an Offsite Stormwater System ❑Other
3 If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4 a Additional Project Requirements (check applicable blanks, information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748)
❑CAMA Major
❑NPDES Industrial Stormwater
ESedimentation/Erosion Control 2 96 ac of Disturbed Area
❑404/401 Permit Proposed Impacts
b If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit
Form SWU-101 Version 07Jun2010
RECEIVED
JAN 1 7 2012
BY
Page I of 6

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 oroiect)
Applicant/Organization IKA Works, Inc
Signing Official & Title Rehka Bilgic, Managing Director, signing for Rene Stiegelman, President
b Contact information for person listed in item la above
Street Address 2635 Northchase Parkway SE
City Wilmington State NC Zip 29405
Mailing Address (f applicable) Same As Above
City
Phone (910 ) 452-7059 Ext 253
Email refika bilgicOika net
State
Zip
Fax (910 ) 452-7693
Please check the appropriate box The applicant listed above is
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below )
2 a Print Property Owner's name and title below, if you are the lessee, purchaser or developer (This is the
person who owns the property that the project is located on)
Property Owner/Organization
Signing Official & Title
b Contact information for person listed in item 2a above
Street Address
City
Mailing Address (if applicable)
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 IKA Works, Inc
Signing Official & Title Bob Hardin, Director of Maunfacturmg/Industrial Engineering
b Contact information for person listed in item 3a above
Mailing Address 2635 Northchase Parkway SE
City Wilmington State NC Zip 28405
Phone (910 ) 452-7059 Ext 214
Email bob harchn ika net
Fax (910 ) 452-7693
4 Local jurisdiction for building permits New Hanover County
Point of Contact Tony Roberts Phone #
Form SWU-101 Version 071un2010 Page 2 of 6

IV PROJECT INFORMATION
1 'In the space provided below, briefly summarize how the stormwater runoff will be treated
Existing and proposed BUA will be be conveyed through a stormwater collection system or sheetflow to
the expanded and improved existing wet detention basin
a If claiming vested nghts, identify the supporting documents provided and the date they were approved
❑ Approval of a Site Specific Development Plan or PUDApproval Date
❑ Valid Budding Permit Issued Date
❑ Other Date
b If claiming vested rights, identify the regulation(s) the project has been designed in accordance with
❑ Coastal SW —1995 ❑ Ph II — Post Construction
3 Stormwater runoff from this project drains to the
River basin
4 Total Property Area 4 53 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'
453 acres
Total project area shall be calculated to exclude thefollowing the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line The resultant project area is used to
calculate overall percent built upon area (BUA) Non -coastal wetlands landward of the NHW (or MH W) line maybe
included in the total project area
8 Project percent of impervious area (Total Impervious Area / Total Project Area) X 100 = 59 15 %
9 How many drainage areas does the project have?l (For high density, count 1 for each proposed engineered
Stormwater BMP For low density and other projects, use I 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 roject, attach an additional sheet with the information for each area
provided in the same format as bellow & 'VS '�F��6' �uMrAi c-
Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
Receiving Stream Name
Smith Creek
Smith Creek
Smith Creek
Stream Class *
C,Sw
C,Sw
C,Sw
Stream Index Number *
18-74-63
18-74-63
18-74-63
Total Drainage Area (sf)
152,739
44,588
197,327
On -site Drainage Area (sf)
152,739
44,588
197,327
Off -site Drainage Area (sf)
0
Proposed Impervious Area** (so
72,139
44,588
116,727
% Impervious Area** (total)
4723
100%
59 15%
Im ervious*" Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
0
17,520
17,520
On -site Streets (so
0
On -site Parking (sf)
0
20,524
20,524
On -site Sidewalks (sf)
0
6,564
6,564
Other on -site (so
-20,123
Future (so
-6,945 f-
b
Off -site (so
0
Existing BUA*** (so
99,207
1
1 72,139
Total (sf)
72,139
1 44,588
1 116,727
* Stream Class and Index Nionber ealbe determined at litto //portal nrdenr onglzveli zorl(ps/csu/t labsi nations
Itn��ervtmts area is defined as the bit t upon area mcludi��l1gg but not limited to, building, roads, parking areas,
sidezoniks,gravel areas, etc Eitt�`S.3fr 'Ift�F A4iCh t►f ij rn'jr pie 9
Report only that anionnt of existing BUA that will remain after development Do not report a rJAN
that csto be removed and winchwill be replaced by new BUA G1V iForm SWU-101 Version 07Jon2010 Page 3 of6 1 7 202
T

11 How was the off -site impervious area listed above delermined7 Provide documentation Not required in
Proiects in Union County Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to mote stringent stormwater requirements as per NCAC 02B 0600
V SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project The latest versions of the forms can be downloaded
from htto //portal ncdenr org/web/wq/ws/su/bmp-manual ,
VI SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ)
A complete package includes all of the items listed below A detailed application instruction sheet and BMP
checklists are available from htto //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 htto / /portal ncdenr org/web/wq /ws/su/mal2s )
Please indicate that the following required information have been provided by initialing in the space provided
for each item All original documents MUST be signed and initialed in blue ink Download the latest versions
for each submitted application package from htto //portal ncdenr org/web/wq/ws/su/statesw/forms does
Initials
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 N k
Form (if required as per Part Vfl below)
3 Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP
4 Permit application processing fee of $505 payable to NCDENR (For an Express review, refer to yeeo tawN
htto / /www envhelp org/12ages/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
the project This is required in addition to the brief summary provided in the Project
Information, item 1
6 A USGS map identifying the site location If the receiving stream is reported as class SA or the iw+•�
receiving stream drains to class SA waters within 1h mile of the site boundary, include the 1h
mile radius the map
7 Sealed, signed
and dated calculations
8 Two sets of plans folded to 8 5" x 14" (sealed, signed, & dated), including
a Development/Project name
b Engineer and firm
c Location map with named streets and NCSR numbers
d Legend
e North arrow
f Scale
g Revision number and dates
h Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters
i Dimensioned property/project boundary with bearings & distances
j Site Layout with all BUA identified and dimensioned
k Existing contours, proposed contours, spot elevations, finished floor elevations
I Details of roads, drainage features, collection systems, and stormwater control measures
in Wetlands delineated, or a note on the plans that none exist (Must be delineated by a
qualified person Provide documentation of qualifications and identify the person who
made the determination on the plans
n Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations -�
o Drainage areas delineated (included in the main set of plans, not as a separate document) AF-CEIVED
p Vegetated buffers (where required) JAN 1 7 2012
Form SWU-101 Version 07Jun2010 Page 4 of 6 BY

Copy of any applicable sods report with the associated SHWT elevations (Please identify iAn-
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs Include an 8 5"xl I" copy of the NRCS County Soils map with the
project area clearly delineated For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate
(Infiltration Devices submitted to WiRO Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone] )
10 A copy of the most current property deed Deed book 28 Page No 183+_
11 For corporations and limited liability corporations (LLC) Provide documentation from the NC_
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H 1003(e) The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned
httu / /www secretary state nc us/Corlorations/CSearch asoxx
VII DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form The appropriate deed restrictions and
protective covenants forms can be downloaded from
htto//oortalncdenrore/web/wa/ws/su/statesw/forms does 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 websrte, 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 Richard A Moore, PE
Consulting Firm
Mailing Address 243 North Front Street
City Wilmmgton State NC Zip 28401
Phone (910 ) 343-1048
Email ramoore@mckimcreed com
Fax (910 ) 251-8282
IX PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, 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, item la) 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
Form SWU-101 Version 07hm2010 Page 5 of 6
RECEIVED
JAN 1 7 2012
BY

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity -listed in Contact Information, item 1) dissolves their -company -and/or -cancels or -defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days, otherwise I will be operating a stormwater treatment
facility without a valid permit I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-2151 and may result in appropriate enforcement action including
the assessment of civil penalties of up 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,
SEAL
My commission
X APPLICANT'S CERTIFICATION
1, (print or type name of person listed in Contact Inforination, item 1 a) KCftk Aqj c�
certify that the information included on this permit application form is, to the best ormy knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H 1000, SL 2006-246 (Ph II - Post Construction) or SL 2008-211
Signature
I, �J OU� > 1�>�n \�\ fC �y 1�_, a Notary Public for
-1%ll� , do hereby certify that
before me this / day of QX-� C)\t 1`U � a d ckn
a stormwater permit Witness my hand and official seal,
JOLENE ROMER
Notary Public, North Carolina
New Hanover County
My Commission Expires
October 09, 2012
SEAL
Date 101 Ol 1 Zola
State of NCIO\ GKG1 i� County of
personally appeared
due execution of the application for
My commission expires I d/ 6 9 I -xo I C/'
FormSWU-101 Version 07Jun2010 Pageyofp
g2EC -IVEI�
JAN 1 7 2012
BY

r
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H Sullins Dee Freeman
Governor Director Secretary
STATE STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
I CURRENT PERMIT INFORMATION
1 Stormwater Management Permit Number swi!) 500910
2 Project Name Fo'ZZFJE%T PLAZA I -
3 Current Permit Holder's Company Name/Organization
4 Signing Official's Name
5 Mailing Address t &
Titl e
100
City i/VII. W4P-'(0t4 State nlL zip -40L OG
6 Phone (
Fax ( )
II PROPOSED PERMITTEE / OWNER / PROJECT / ADDRESS INFORMATION
This request is for (please check all that apply)
$� Name change of the owner (Please complete Items 1, 2 and 3 below)
Name change of project (Please complete Item 5 below)
Change in ownership of the property/company (Please complete Items 1, 2, 3, and 4 below)
❑ Mailing address / phone number change (Please complete Item 4 below)
❑ Other (please explain)
1 Proposed permittee's company name/organization (K.N WOjZ1l S 0
2 Proposed permittee's signing official's name Q �I15A. 15 L,&%&
3 Proposed permittee's title iiwtN(, Dtr,Tby� t SrrEGE�Nia.r r �fbEfso
4 Mailing Address U31;7 �271iGffAS� pA t/Ay S6
City VII.M1A1(0T0 J State AZip 'L$ 4016
Phone (moo) t S2-7*9 Fax [phone]S
5 New Project Name to be placed on permit IKA Wakes Xii(46 A*a & 6xMLa m aed &lova*M
Please check the appropriate box The proposed permittee listed above is
❑ HOA or POA (Attach documentation showing that the HOA or POA owns, controls, or has a
recorded easement for all areas that contain stormwater system features Print name of HOA or
POA in #1 above and provide name of HOA/POA's authorized representative in #2 above)
The property owner
❑ Lessee (Attach a copy of the lease agreement and complete Property Owner Information on
page 4)
❑ Purchaser (Attach a copy of the pending sales agreement Final approval of this transfer will be
granted upon receipt of a copy of the recorded deed)
❑ Developer (Complete Property Owner Information on page 4) _
SSW N/O Change Rev15Feb2011 Page 1 of 4 i�u,"ICEIVED
JAN 1 7 2012
liY;

III REQUIRED ITEMS
A request to transfer a permit will not be approved by the Division of Water Quality (DWQ) unless all
of the applicable required items listed below are included with the submittal Failure to provide the
listed items may result in processing delays or denial of the transfer
1 This completed and signed form This certification must be completed and signed by both the
current permit holder and the new applicant if this is a change of ownership
2 Legal documentation of the property transfer to a new owner
3 A copy of any recorded deed restrictions, covenants, or easements, if required by the permit
4 The designer's certification (DWQ Engineer and Designer Certification Forms are available from
each DWQ Regional office), if required by the permit and if not already submitted to DWQ
5 If the proposed permittee is a firm, partnership, association, institution, corporation, limited liability
company, or other corporate entity, provide documentation showing the authority of the named
representative to act on behalf of the proposed permittee
6 The $40 00 processing fee If this is an initial transfer from the original permittee the processing
fee is not required Subsequent ownership transfers will require the $40 00 processing fee
IV CURRENT PERMITTEE'S CERTIFICATION
Please check one of the following statements and fill out the certification below that statement
❑ Check here if the current permittee is only changing his/her/its name, the project name, or mailing
address, but will retain the permit I, , the current
permittee, hereby notify the DWQ that I am changing my name and/or I am changing my mailing
address and/or I am changing the name of the permitted project I further attest that this application
for a name/ownership change is accurate and complete to the best of my knowledge I understand
that if all required parts of this application are not completed or if all required supporting information
and attachments listed above are not included, this application package will be returned as
incomplete
X Check here if current permittee is transferring the property to a new owner and will not retain
ownership oft a p�mit
I, Ch V 4rto ,the current permittee, am submitting this application
for a transfer of own ship for permit # W 68oq�0 I hereby notify DWQ of the sale or
other legal transfer of the stormwater system associated with this permit I have provided a copy of
the most recent permit, the designer's certification for each BMP, any recorded deed restrictions,
covenants, or easements, the DWQ approved plans and/or approved as -built plans, the approved
operation and maintenance agreement, past maintenance records, and the most recent DWQ
stormwater inspection report to the proposed permittee named in Sections II and V of this form I
further attest that this application for a name/ownership change is accurate and complete to the best
of my knowledge I understand that if all required parts of this application are not completed or if all
required supporting information and attachments listed above are not included, this application
package will be return as incomplete I assi hts and obligations as permittee to the
proposed permute am d inSections II a of thi form I understand that this transfer of
ownership canno a ap roved by the Q unless d until the facility is in compliance with the
permit
Signature Date « ZO(
I, , a Notary P blic or the State of
County of
/#"j day of
personally appeared
20LL, and
forgotlig instrum nt Witness my hand and official seal
/��% ®, 1 �CEIVE
Not y Signature i JAN 1 7 2012
certify that
1a;dUe exdcutli6rkof the
My
100 V,20a
a p
ti. UBL J..
SSW N/O Change Rev15Feb2011 Page 2 of 4

V PROPOSED PERMITTEE CERTIFICATION- (This section must be completed by the
Proposed Permittee for all transfers of ownership)
I, f.Gr%VKA &t,(�tG , MMMI'aj Vivaiohir , hereby notify the DWQ that I have acquired
through sale, lease or legal trans er, The responsibility for operating and maintaining the permitted
stormwater management system, and, if applicable, constructing the permitted system I
acknowledge and attest that I have received a copy of (check all that apply to this permit)
❑ the most recent permit
❑ the designer's certification for each BMP
❑ any recorded deed restrictions, covenants, or easements
❑ the DWQ approved plans and/or approved as -built plans
❑ the approved operation and maintenance agreement
Bpast maintenance records from the previous permittee (where required)
DWQ stormwater inspection report showing compliance within 90 days prior to this transfer
I have reviewed the permit, approved plans and other documents listed above, and I will comply with
the terms and conditions of the permit and approved plans I acknowledge and agree that I will
operate and maintain the system pursuant to the requirements listed in the permit and in the
operation and maintenance agreement I further attest that this application for a name/ownership
change is accurate and complete to the best of my knowledge I understand that if all required parts
of this application are not completed or if all required supporting information and attachments listed
above are not inckAefd, this applpation package will be returned as incomplete
Signature Date f�//l// Date C9.101
I V
I, J O\a-(SQL_ � Q_(,�,_ , a Notary Public for the State of
�No c � C� m 1 t �� , County of � L w 1Acw,0 V Ulk , do hereby certify that
11 C F V-\'R d 1 Q71 C personally appeared before me this the
day of J rnfw A f 2013, 3, and acknowledge the due execution of the
going instrkiment Witness my hand and official seal,
�pL EROtIIIER. olrna
Note
Nota y Slgnatur New Hanover Coun
My commission Expires
October 09, 2012
Additional copies of the original permit and the approved Operation and Maintenance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality
This completed form, including all supporting documents and processing fee (if required), should be
sent to the appropriate Regional Office of the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, as shown on the attached map
Please note that if the Proposed Permittee listed above is not the property owner, the property owner
must complete and sign page 4 of this document Both the lessee / developer and the property
owner will appear on the permit as permittees
F.E' %�' D
LAN 1 7 2012SSW N/O Change Revl5Feb2011 Page 3 of 4— --

VI PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If the Proposed Permittee listed in Sections 11 and V of this form is not the Property Owner, the
Property Owner must provide his/her Contact Information below and sign this form
Printed Name
Organization
Title within the Organization
Street Address
City
Mailing Address
City
Phone
��i
State
(if different from street address)
State
Fax
Zip
Zip
I certify that I own the property identified in this permit transfer document and have given permission
to the Proposed Permittee listed in Sections II and V to develop and/or, lease the property A copy
of the lease agreement or other contract, which indicates the party responsible for the construction
and/or operation and maintenance of the stormwater system, has been provided with the submittal
As the legal property owner I acknowledge, understand, and agree by my signature below, that I will
appear as a permittee along with the lessee/developer and I will therefore share responsibility for
compliance with the DWQ Stormwater permit As the property owner, it is my responsibility to notify
DWQ by submitting a completed Name/Ownership Change Form within 30 days of procuring a
developer, lessee or purchaser for the property I understand that failure to operate and maintain the
stormwater treatment facility in accordance with the permit is a violation of NC General Statute
(NCGS) 143-215 1, 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 of the property owner
County of
Date
a Notary Public for the State of
do hereby certify that
personally appeared before me this the
day of 120 , and acknowledge the due execution of the
forgoing instrument Witness my hand and official seal,
Notary Signature
SSW N/O Change Revl5Feb2011 Page 4 of 4
(Notary Seal)
RECEIVED
JAN 1 7 Z012
BY

MEMORY
TRANSMISSION REPORT
TIME
01-25-'12 16 33
FAX NO 1
910-350-2004
NAME
DERR Wilmington
FILE NO
868
DATE
01 25 16 30
TO
894527693
DOCUMENT PAGES
9 - -
START TIME
i —01-25 1 31
25)16
END TIME /
01 33
PAGES SENT
9
STATUS /
OK
SUCCESSFUL TX NOTICE
State of Nort4 Carotivn
Dspvt'tment of 8nvfron meet end Nr of Resvurees
WOmlvYtots I1sQfovvt O(ifca
datvey Essv PCMrr Govarvor FAX CU V4:R SifIEBH' Dta Frvinten Sec�etvry
To /E/��E/ �fS�r/� ����Lm.�v-✓ F+om ]o Casmcr
Ph.C9101 796-7336
Fex C9101350-2004
I2, C-11-1 .1.— Fxlcew— NC 25905 - f91 a', 1 p li I a An . Vo — .Y alllrmal — , non F—,, ,,

Beverlt Eaves Ferdue, Governor
State of North CariA ma
Department of Environment and Natural Resources
Wilmington Regional Office
Date /S'�D / 2P—
FAX CCVFR SHEET
Dee -Freeman, Secretary
No Pages (excl cover)
To ,E/ ST/�GEL/I/A�% From JoCasmer
Co T h � �/��r�� 5 Phone [phone]
Fax �9/0 / 6 Fax [phone]
Re �✓71r GE/per e/s� /1/0/ /�i/��i,�.9 �XGO%.d ,a.J
12 -IC iru(nal Drive Lxleucuw, Wilmington N( 28405 - (9 i 0) 796-7215 o An Lquil Oppon uimry Allirma(i ve Action briplove r

MEMORY TRANSMISSION REPORT
TIME 01-25-'12 16 31
FAX NO 1 910-350-2004
NAME DENR Wilmington
FILE NO 867
DATE 01 25 16 30
TO 892518282
DOCUMENT PAGES 9
START TIME 01 25 16 30
END TIME 5 16 3l
PAGES SENT 9
STATUS OK
*** SUCCESSFUL TX NOTICE **
Soto of No.�b Curolinm
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wum*n:.ten weeinne. Qm�e
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State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Beveriv Paves Perdue, Cover®or FAX COVER .SHEET DeeFreeman, Secretary
Date
To
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Fax
Re
07
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From Jo Casmer
Phone [phone]
Fax [phone]
1 L 7 Caimnal Unve Lxleneton, Wilmington N(, 28405 � (9M) 706-7215 , An Lquwl ( )ppuminav Atfirmaove Ac non Empinyei

�McK1N4&CREED
TO NCDENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
ATTENTION Christine Nelson
LETTER OF TRANSMITTAL
DATE January 24, 2012
PROJECT NO 4853-0012
TASK NO 10
RE IKA Works, Inc North American
Headquarters Expansion
TRANSMITTAL NO
PAGE 1 OF 1
WE ARE SENDING ® Originals ® Prints ❑ Shop Drawings ❑ Samples
n Snecifications n Calculations n Other -
Quantity Drawing No Rev Description Status
Issue Status Code A Preliminary B Fabrication Only C For Information D Bid
E Construction F For Review & Comments G For Approval H See Remarks
Action Status Code 1 No Exceptions Taken 2 Make Corrections Noted 3 Other
4 Amend & Resubmit 5 Rejected -See Remarks
REMARKS As discussed in my voice mail, attached is Sheet CN-501 with the revised note
regarding the vertical datum for the project Thank your
243 NORTH FROM $TRrET WILMINGTON NC 28401 [phone] FAX [phone]
File, McKim and Creed RECEIVED McKIM & CREED, Inc.
JAN 9 4 2012
b. Sr ned dL I00
RicharicA Moore, PE
Senior Project Manager
S \4853\0012\10.Comm\2012_01_24 C Nilson Express Tram D.,

IKA - revised narrative Page 1 of 1
IKA - revised narrative
Richard (Rick) A Moore (RAMoore@mcklmcreed com]
Sent Wednesday, January 18, 2012 9 30 AM
To Nelson, Christine
Attachments 2012_01-18_Revised Narrative pdf (367 KB)
Christine -
Sorry it took until this morning I got stuck at the Bluffs much longer than anticipated yesterday Let me know if
this works
Thanks again for your help -
Rick
Richard (Rick) A Moore, PE, LEED AP
Senior Project Manager
McKW&CREED
ENGINEERS SURVEYORS PLANNERS
243 North Front Street
Wilmington, NC 28401
910 251 6665 x214
910 251 8282 fax
910 386 6359 mobile
htto //www mcklmcreed oom
ronow us on
YouTube I twitter I facebook I Linkedln
APlease consider the environment before printing this e-mail
To send me a file larger than 1 OMB Tease click here
This e-mail and any files transmitted with it are confidential
and intended solely for the use of the individual or entity to
whom they are addressed If you have received this e-mail in
error please notify the system manager Please note that any
views or opinions presented in this e-mail are solely those of
the author and do not necessarily represent those of the
company Finally, the recipient should check this e-mail and
any attachments for the presence of viruses The company
accepts no liability for any damage caused by any virus
transmitted by this e-mail
https //mail nc gov/owa/?ae=Item&t=1PM Note&Id=RgAAAACVOwMv6hgOQrZsghGFcSL8BI)S Zi}Y2

McKIN4&CREED
TO NCDENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
ATTENTION Christine Nelson
WE ARE SENDING ® Originals ® Prints
n SDecifications 157<1 Calculations
LETTER OF TRANSMITTAL
DATE January 12, 2012
PROJECTNO 4853-0012
TASK NO 10
RE IKA Works, Inc North American
Headquarters Expansion
TRANSMITTALNO
PAGE 1 OF 1
❑ Shop Drawings ❑ Samples
171 Other — Fee Checks
Quantity
Drawing No
Rev
Description
Status
2
Stormwater Narrative & Supporting Documents
G
2
Stormwater Application Forms — SWU-101, SSW-N/O
G
2
(3) Wet Detention Pond Supplements (Ex, Prop, Combined)
G
2
Property Deed
2
Permit Drawings
G
2
Signature Authority Documentation
1
2 Checks for $2,000 00 each
G
Issue Status Code A Preliminary B Fabrication Only C For Information D Bid
E Construction F For Review & Comments G For Approval H See Remarks
Action Status Code 1 No Exceptions Taken 2 Make Corrections Noted 3 Other
4 Amend & Resubmit 5 Rejected -See Remarks
REMARKS
243 NORTH FRONT STREET WILMINGTON NC 28401 [phone] FAX [phone]
cc File, McKim and Creed lk4- lTT%4 .P_ 0T71Q1QT % T.,.
S \48530012\10-Comm\2012 01_12 C Nelson Exprrss Tnm Doc
Q(V
Signed -^111 Loa',
Richard A Moore, PE
JAN 1 7 2012

CA201 1 1 1500692
as"er''rorr
1t=' BUSINESS CORPORATION
e ANNUAL REPORT
NAME OF BUSINESS CORPORATION IKA-WORKS, INC
FISCAL YEAR ENDING 2 I D �
SECRETARY OF STATE CORPORATE ID NUMBER 0356253
NATURE OF BUSINESS Mamrjactunng
SOSID 03562i3
Date Filed 4/25/2011 12 35 00 PM
Elaine F Marshall
North Carolina Secretary of State
STATE OF INCORPORATION DE
REGISTERED AGENT / fe �, kA 4 , /� , C
REGISTERED OFFICE MAILING ADDRESS 2635 North Chase Pkwy Se
Wilmington, NC 28405
STREET ADDRESS 2635 North Chase Pkwy Se
Wthnngton, NC 28405 All County
SIGNATURE OF THE NEW REGISTERED AGENT
PRINCIPAL OFFICE TELEPHONE NUMBER [phone]
PRINCIPAL OFFICE MAILING ADDRESS 2635 Northchase Pkwy SE
Mbnargton, NC 28405-7419
PRINCIPAL OFFICE STREET ADDRESS 2635 Northchase Pkwy Se
Wilmington, NC 28405-7419
PRINCIPAL OFFICERS
lee f%ko B, /9; C
Name
Title Secretary
Address
2635 Northchase Pkwy SE
Wilmington, NC 28405-7419
Name Christoph Scholz
Title Assistant Secretary
Address
Janke & Kunkel Sir 10
F_\,I_ 11111A
FORM Mj�gT BE SIGNED BY
�'l , n r
Name Rene Saegelmann
Title President
Address
2635 Northchase Pkwy SE
Wilmington, NC 18405-7419
THE APPOINTMENT
Name Thannas Eberle
Title Treasurer
Address
Janke & Kunkel Sir 10
Simifen, XY 79219
T MUST BE COMPLETED BY ALL BUSINESS CORPORATIONS
OF THE CORPORA IION
TYPF OR PRINT NAME
REPORT FEF S25 MAIL TO Secretary of State
owl,r/2o«
ATE
�r fP�zuv
TYPE Oj PRIN I TITLE
Corporations Division - Post Oftice Box 29525 • Raleigh NC 27626-0=--..
525

ACIION nY WRITTEN CONSENT IN LIEU OF
SPECIAL MEE rINC OF DIRECTORS
OF
IKA WORKS, TNC
the undersigned, being all orthe directors of IKA Works, Inc (the "Compeny 7, hereby take
and adopt the following action by written consent without a meeting.
RESOLVED, that the following persons be, and they are hereby, elected to the positions
as olliLers of the Company said opposite their names to serve at the pleasure of the
hoard ofdircctors until their respective appointment is revoked
Gudrun Sticgelmann
Rent Stiegelmann
Refika Bilglc-
Thom,is Eberle
Dr Christoph Scholc
Dated February 8, 2011
Chairwoman
President
General Manager/Sccrctary
Treasurer
As istant Secretary
(Gudrun Stieg0mann)
(Dr Christoph Scholz)
RECEIVE
JAN 1 7 Z011
BY

1KX
I, Rene Stiegelmann, being the President and Beneficial Owner of IKA Works, Inc (the
"Company") do hereby authorize Refika Bilgic, in her role as Managing Director and an
Officer of the Company, to act on my behalf as it relates to the construction and renovation
project (the "Project") being performed at 2635 Northchase Pkwy SE, Wilmington, NC
28405. This authorization conveys to Refika Bilgic the authority to sign all documents on
my behalf, and to take such actions and perform such duties necessary to complete the
Project.
IN WITNESS WHEREOF, the parties have duly affixed their signatures under hand and seal on this 16th day of
January, 2012
SIGNED, SEALED, AND DELIVERED
this 16th day of January, 2012
Rene Shegelm nn
^Notarial Acknowled tg nent
Declared at Wilmington, NC on
�'' d 6 } a\ 1
Before m , otary's name) �) O� C.'t�(L �6 V'C1Q.,L JOLENE ROUTIER
Notary Public, North Carolina
New Hanover
Signature (Seal) My CommissioCounty
Expires
NOTARY PUB IC I ND FOR the State of North Carolina October 09, 2012
si
Addres\a
Telephone c�10^ L{ 6S- y 06S
SIGNED, SEALED, AND DELIVERED
this 16th day of January, 2012 l
Refik Il is
Notarial Acknowledement
Declared at Wilmington, NC on (, an } a
Before in glary's nain J G 2-(\U_
Signature (Seal)
NOTARY PUBLIC IN AN FOR the State of North Carolina
Address3lla 3c���-N,^\\(9--
Telephone 1 \ U - ` (,S —�4 0
IKA• Works Inc Phone [phone]
Designed 2635 North Chase Pkwy SE Fax [phone]
to work perfectly Wilmington NC 28405 7419 usa@,ka net
USA www to net
JOLENE ROVIIER
Notary Public, North Carolina
New Hanover County
My Commission Expires
October 09, 2012
I>-ECEIVED
JAN 1 7 2012
BY

Prepared by and Return to
Anthony A Saffo
SAFFO LAW FIRM, P C
1508 Military Cutoff Road, Suite 203
Wilmington, NC 28403
FOR REGISTRATION REGISTER OF DEEDS
PUYN CONTNCNW
09 35 25 PM
BK 5006 PG 1223-1225 FEE $1100
X REV STRIP $3,650 00
NINE ENi 1100EN
TAX PARCEL NO R02620-003-002-W
The attorney prepanng this Instrument has made no record search or title examination as to the property herein described
unless the same is shown by his written signed opinion
STATE OF NORTH CAROLINA
WARRANTY DEED
COUNTY OF NEW HANOVER
STAMPS $3,650 00 rie Descr Non or Index- NORTHCHASE PARK Parcels A & B
THIS DEED, made this LL2�day of April, 2006, by and between SOUTHSIDE HOLDINGS,
LLC, GRANTOR and IKA Works, Inc, a North Carolina corporation, whose address is
065 Mille VI Chase, putt( SE Wilmnafoll k - 2N06,GRANTEE,
WITNESSETH:
THAT the said GRANTOR, for and in consideration of the sum of TEN DOLLARS ($ l0 00) and
other valuable considerations to it in hand paid by GRANTEE, the receipt of which is hereby
acknowledged, has granted, bargained, sold, and conveyed, and by these presents does hereby grant,
bargain, sell, and convey unto the said GRANTEE, its successors and assigns, the property lying and being
in the County of New Hanover, North Carolina, ("Subject Property") and more particularly described as
follows
A CERTAIN parcel of land lying and BEING in Cape Fear Township New Hanover
County, North Carolina, containing 4 5345 acres, and BEING ALL of Parcel "A" as
shown on a map entitled "Redivision of Parcel A and Parcel B - NORTHCHASE
PARK OF COMMERCE SECTION 1," said map being recorded in Map Book 28
at Page 183 of the New Hanover County Registry.
Subject Property was acquired by SOUTHSIDE HOLDINGS, LLC by instrument recorded
on the 29" day of October, 2003 in Book 4074 at Page 253 of the New Hanover County Registry
" to
JAN 1 7 2012
1M-T - bI

TO HAVE AND TO HOLD the Subject Property and all privileges and appurtenances thereto
belonging to the GRANTEE, in fee simple
AND the said GRANTOR, for itself, its successors and assigns, does covenant to and with the
said GRANTEE, its successors and assigns, that it is seized in fee of said premises and that it has good
right to convey the same, that the title is marketable and free and clear from any and all encumbrances,
except as set forth herein, and that it will, and its successors and assigns shall, WARRANT AND
DEFEND the title to the same against the lawful claims and demands of any and all persons whomsoever
Notwithstanding the foregoing, the warranties herein recited are subject to 2006 ad valorem taxes,
all applicable zoning and land use ordmances, rules, regulations, laws and statutes, and all restrictive
covenants, easements and rights -of -way of record
IN TESTIMONY WHEREOF, the said GRANTOR has caused this Deed to be signed and sealed,
all on the day and year first above written
SOUTHSIDE HOLDINGS, LLC, a North Carolina
limited liability company
y EAL)
h , Manager
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
1, V I CY-1 C V R 7 �L , a Notary Public for said County and State, do hereby certify that
Robev m CYN-cy1 personally appeared before me this day and acknowledged the due
execution of the foregoing instrument in his/her capacity as Member/Manager of SOUTHSIDE
HOLDINGS, LLC, a North Carolina limited liability company
Witness my hand and official seal, this _tkO"- day of Y t � 12006
OFFCK SEX
wvt>nTEn
•ftMC* Wu
NEWHAI t7M610DUNTY Notary Public
My Commission Expires ID A - D9
RECEIVED
JAN 1 7 2012
BY

REBECCA P. SMITH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
Filed For Registration, "13I2006 09.35 25 AM
Book RE 5006 Page 1223.1225
Document No 2006020590
DEED 3 PGS $17.00
NC REAL ESTATE EXCISE TAX $3,650 00
Recorder STORER, MARVIS ANN
State of North Carolina, County of New Hanover
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING.
*2006020590*
2006020590
!�-'CEIVED
JAN 1 7 2012
BY

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NCDENR-DWQ-STATE STORMWATER
DESIGN NARRATIVE
For
NCDENR Wilmington Regional Office — Division of Water Quality
127 Cardinal Drive
Wilmington NC 28405
[phone]
Owner
IKA WORKS, Inc.
North America Headquarters Facility Expansion
2635 Northchase Parkway SE
Wilmington, New Hanover County, North Carolina 28405
Prepared For
LS3P ASSOCIATES, LTD.
2528 Independence Blvd # 200
Wilmington, NC 28412-2591
[phone]
Project#7101-111750
Prepared By
:e ENGINEERSC1QM&CREED
SUR
243 North Front Street
Wilmington, NC 29401
[phone]
Project #4853-0012 (40)
JANUARY 2012
R-

IKA Works, Inc.
Project #4853-0012 (40)
DESIGN NARRATIVE
IKA Works, Inc's North American Headquarters located in the Northchase Industrial
Development Park of New Hanover County is proposing to expand their existing facility A
new primarily office and showroom space addition will be constructed on the front of the
building while a "butler building" will be attached on the rear of the building as a new testing
area The 2-story office expansion is approximately 16,000 total square feet while the butler
building will be approximately 6,000 square feet In addition an existing front parking lot will
be demolished and replaced with a lot containing 52 parking spaces, a small parking strip will
be installed along the common drive accommodating 10 parking spaces, and the rear parking
lot will be resurfaced and restriped to accommodate 62 parking spaces for a total of 124 parking
spaces This project will be contained within the existing parcel of land having an area of 4 53
acres
PROPOSED IMPROVEMENTS
This project proposes to perform corrective actions to the existing pond based on the most
recent NCDENR Notice of Inspection and expand it to accommodate the runoff for the net
additional BUA The original pond was designed and permitted in 1988, while the expanded
area of the pond will meet current regulatory requirements, the original pond footprint and
section is not being modified and will remain in the condition in which it was originally
ermitted, constructed and certified
The field conditions pertaining to sloughed slopes and sediment deposits in the pond bottom
observed on May 30, 2006 (based upon July 20, 2006 Notice of Inspection) were previously
corrected as can be seen in the existing conditions topographic survey Follow up inspections
were performed and site conditions approved by County staff however DWQ was not notified
of the improvements at that time Review of the existing contours indicates that the permitted
permanent pool surface area and pond depth are currently being met with minor sediment
deposits in the pond bottom Therefore clearing the trees on the IKA side of the pond, removal
of minimal areas of sediment deposition in the bottom of the existing pond, establishing grass
as the vegetative cover on the side slopes and repairs to the outlet structure are the proposed
maintenance items for the existing pond
The expansion to the existing pond was designed to treat the proposed built -out condition of a
4 53 acre drainage area with a 59 2% composite impervious area The wet pond treatment
volume was calculated using the existing permitted BUA with a 10" design runoff volume (as

required in the original 1988 permit) and adding in the net increase in BUA using a 15 " design
runoff volume The existing pond is lengthened through the addition of a forebay in order to
provide the required surface area and treatment volume The required surface area was met
using an SA/DA Ratio from the 59 2% composite impervious area and a 3 0 foot pond depth as
originally approved in the 1988 permit issuance
The forebay was sized to treat the weight based volume from the drainage area that flows from
the proposed piped system to the upstream segment of the pond Based upon the design
calculations that were performed, the expansion to the existing pond proposes to construct a
forebay at the upstream end of the existing pond sized to treat this weighted average of the
total drainage area that outfalls to this point This proposed forebay exceeds the typical 20%
for this weight -based drainage area, however, this extra storage helps minimize nuisance
sedimentation accumulation from the offsite drainage area that flows under Northchase
Parkway and into this pond
In addition, a name change application will be provided to change the permittee from Chuck
Agnoff to IKA Works, Inc subsequent to the April 20, 2006 request
SUPPORTING DOCUMENTS
1 Drainage Area and Impervious Coverage Map
2. Wet Pond Spreadsheet Calculations

IKA Works, Inc
NCDENR Wet Pond Spreadsheet Calculations
Detention Pond
Site Data
Existing On Site Drainage Area (PREVIOUS PERMIT)
Total On -Site Drainage Area
Existing BUA
Demo BUA
Proposed BUA
Total Net BUA
Permitted BUA (PREVIOUS PERMIT)
Net Increase in BUA
Impervious Cover for Net BUA addition
Composite Impervious Cover
Treatment Volume
Runoff Coefficient Rv (Net Increase BUA)
Required 1 5 Runoff Volume (Net Increase BUA)
Provided 1 0 Runoff Volume (PREVIOUS PERMIT)
Total Required Runoff Volume
Provided Treatment Volume
Stormwater Pond
Bottom of Pond Elevation
Sediment Storage Elevation
Sediment Storage Volume
Permanent Pool Elevation
Temporary Pool Elevation
Average Depth (PREVIOUS PERMIT)
Required SAIDA Ratio for 90% TSS Removal
Required Permanent Pool Surface Area
Provided Permanent Pool Surface Area
Forebay
Permanent Pool Volume
Piped Drainage Area
Weight -based Drainage Area
Weight -based Volume
Required Forebay Volume
Provided Volume Forebay
Total Forebay % of Permanent Pool
Total Forebay % of Permanent Pool
Drewdown
453
ACRE
Value from PERMIT SWe 880910
453
ACRE
92 262
SF
Value from CAD
20 123
SF
Value from CAD
44 588
SF
Value from CAD
116 727
SF
Value from CAD
99 207
SF
Value from PERMIT SW8 880910
17 520
SF
Total BUA- Previously Permitted BUA
100 0%
impervious Cover --(Impervious Drainage Area)/(Total Drainage
Area)'f00%
59 2 % Impervious Cover -(Total Net BUA)/(Total Drainage Area)*100%
0950
IN/IN
Rv-005+0009'(% Impervious for Net BUA)
2081
CF
1 5 inch*Rv'1Poy12 m'(Net Increase BUA)
8 492
CF
Value from PERMIT SW8 880910 based on 10 design storm
10 573
CF
1 5 Proposed BUA + Value from PERMIT SW8 8810910
L 10 576
CF
Volume between permanent pool 8 next -highest entice
270
FT
Value selected by designer
280
FT
Value selected by designer
4 405
CF
Pond volume below sediment storage elev
3000
FT
Value selected by designer
3069
FT
Elevation of the next -highest critics
300
FT
Value from PERMIT SW8 880910
6 89%
%
Value from 90% TSS removal chart based on Composite % Imp
13596
SF
(Regd SAIDA Ratio)*(Total Drainage Area)
14 N9
SF
Value from stage -storage calculations
20 166 CF
141 AC
31% %
6251 CF
1250 CF
I
2 923_ J CF
46 76 %
14 49%
Diameter of Low -Flow Onfice
1 75
IN
Invert of 8 PVC (1 75 Low Flow Orifice)
3000
FT
Invert of 24 RCP (Outlet Pipe)
3069
FT
Total Elevation Head Above Onfice
062
FT
Average Elevation Head Above Weir Invert
021
FT
Cd Coefficient of Discharge
060
Q Flowrale Through Low -Flow Orifice
004
CFS
Drawdown Time
336
DAYS
McKim Creed Inc
243 N Front St
Wilmington NC 28409
Total pond volume between permanent pool elevation 8 sediment
storage elevation
Drainage Area that encompasses Proposed BUA Drainage Area
exits piped drainage system
(Piped Drainage Area) / (Total On -Site Drainage Area)
(Weight -Based DA)'(Permanent Pool Volume)
20% of Weight -based Volume
Provided forebay volume between permanent pool ele , 8 sediment
storage elevation
(Provided Volume) / (Weight -based Volume) OK if more than 20%
per DWQ f Ud
(Provided Volume) / Permanent Pool Volume) OK per DWQ
Value from PERMIT S WB 880910
Invert elevation of drewdown entice
Elevation of the next -highest onfice
Total elevation head above center of onfice
1/3 of total elevation head
Value selected by designer
Q=Cd'(Pq'((Diameter of Orifice) *(1 /U12 in)]"2/4*12*32 2*(Averge
Heatl)]"12
Treatment Volume/Flowrete through Low -Flow Onfice186400 Ok if
drawdown between 2 - 5 days
RECEIVED
LJAN 1 7 2112 1of2
Y_-- ---

IKA Works, Inc
Stage -Storage Calculations for Wet Detention Pond
Stage/Storage Above Permanent Pool
Cumulative
Contour
Incremental
Volume S
Contour
Area (SF)
Volume (CF)
(CF)
300
14 098
0
0
-Permanent Pool
3069
16 557
10 576
10 576
-Temporary Pool
31 0
18 009
5 358
15 934
320
21 975
19 992
35 926
330
26 001
23 988
59 914
340
30 082
28 042
87 955
350
34 218
32 150
120 105
-Top of Pond
Total Stage/Storage
Total (Main Bey+Fombay)
Cumulative
Contour
Incremental
Volume S
Contour
Area (SF)
Volume (CF)
(CF)
270
2 579
0
0
-Pond Bottom
280
6 230
4 405
4 405
+Sed Storage
290
10 002
8 116
12 521
300
14 098
12 050
24 571
-PermanentPool
3069
16 557
10 576
35 146
Temporary Pool
310
18 009
5 358
40 504
320
21 975
19 992
60 496
330
26 001
23 988
84 484
340
30 082
28 042
112 526
350
34 218
32 150
144 676
-Top of Pond
Forebay
Cumulative
Contour
Incremental
Volume S
Contour
Area (SF)
Volume (CF)
(CF)
270
380
0
0
-fond Bottom
280
959
670
670
+Sed Storage
290
1604
1 282
1 951
295
2282
972
2 923
-Top of Forebay Shelf
McKim Creed Inc
243 N Front St
Wilmington NC 28409
1,.ECEIVED
JAN 1 7 2012
BY
2 of

:AROLINA — SHEET NUMBER 7
0
N
s
'tn W

April 27, 2011
IKA Works. Inc.
2635 Southeast Northchase Parkway
Wilmington, North Carolina 28405
Attention: Mr. Bob Hardin
Director of Manufacturing/Industrial Engineering
Reference: Stormwater Suitabilitv Assessment and Jurisdictional Assessment
IKA Works Additions
2635 Northchase Parkway SE
Wilmington, North Carolina
S&ME Project No. 1061-11-044
Dear Mr. Hardin:
S&ME, Inc. is pleased to provide this report for stormwater suitability evaluation and
jurisdictional assessment services at the above -referenced site. S&ME was requested by
you to perform these services in preparation for the planned site improvements. S&ME
has conducted these services in general accordance with S&ME Proposal 091A-1 I dated
April 5, 201 1.
PROJECT BACKGROUND
T'hc project site is located on the south side of Northchase Parkway SE, approximately
0.25 mile east of its intersection with North College Road in Wilmington, North Carolina.
The site is located in an area developed with high -density residential and commercial/
light industrial buildings. Several drainage ditches used to convey stormwater were
observed in the area. T`he project site is currently developed with one building.
associated parking, and a stormwater swale and basin system that is located along the
western and southern property boundaries. Past development activities included the
placement of till for the building pad and for apparent landscaping/buffering purposes
between the building and Northchase Parkway.
STORMWATER SUITABILITY EVALUATION
T'he project site is located in an area mapped by the New Hanover County soil survey as
containing the Leon soil series (Figure 1) which is described as having a seasonal high
water table within one foot of the soil surface. This soil series is also described as having
slightly cemented to cemented subsurface soil horizons.
i
S&ME, INC. / 3006 Hall Waters Dnve, Suite 100 I Wilmington, NC 28405-8786 / p 910.799.9945 / f 910. 799.9958/mmsmeinc.com

Stormwater Suitability and Jurisdictional Assessment SWE Project No. 1061-11-044
IKA Works Wilmington North Carolina April 27 2011
The seasonal high water table evaluations were performed on April 19, 2011 by
advancing hand auger borings to depths ranging from approximately 47 inches to 60
inches below the existing ground surface at the two test locations — one in front of the
building (SW -I) and one behind the building (SW-2).
Soils were evaluated under the guidance of a Licensed Soil Scientist for evidence of
seasonal high water table influence. This evaluation involved looking at the actual
moisture content in the soil and observing the matrix and mottle colors. Depending on
the soil texture, the soil color will indicate processes that are driven by seasonally high
water table fluctuations, such as iron reduction and oxidation and organic matter staining.
A hand auger boring profile sheet, which provides a description ofthe observed soil
horizons and the determined seasonal high water tables, has been included with this
report.
The soils at the test locations were observed to range from loamy surface horizons to
sandy and clay subsurface horizons. Fill material was encountered at the surface at both
locations with thicknesses varying from approximately 20 to 28 inches. The seasonal
high water table was determined to be approximately 20 inches below the existing ground
surface at SW-1 and 40 inches below the ground surface at SW-2.
See Figure 2 (attached) for the approximate test locations.
please note that groundwater levels fluctuate for numerous reasons, and these findings do
not indicate that groundwater levels have not or will not rise above the noted depths.
Due to the presence of fill material unsuitable for stormwater infiltration, compacted
and/or cemented subsurface soil horizons, and close proximity of the seasonal high water
table beneath the fill horizons, it is our opinion that neither test location would be suitable
for stormwater infiltration. We discussed this with Mr. Richard Collier with McKim &
Creed, the project engineer, while on site. Mr. Collier was aware of the potential for soil
conditions not being suitable for stormwatcr infiltration, and we agreed that in -situ
hydraulic conductivity testing would not be needed.
JURISDICTIONAL ASSESSMENT
Ourjurisdictional assessment included a review of published literature, maps and data to
evaluate the potential forjurisdictional waters of the U.S. on the project site, as well as a
site reconnaissance. Reference materials reviewed included National Wetland Inventory
(NWI) maps, New Hanover County Soil survey. New Hanover County GIS maps, and
USGS topographic maps.
Review of NWI maps revealed a majority of the property being mapped as containing
palustrian, forested evergreen wetland (Figure 3). U'SGS topographic maps did not
indicate the presence of any potential jurisdictional surface waters (Figure 4). New

Stormwater Suitability and Jurisdictional Assessment SWE Project No. 1061-11-044
IKA Works Wilmington North Carolina April 27 2011
Hanover County GIS maps showed a low area along the eastern and southern property
boundaries (Figure 5). The New Hanover County Soil Survey did not indicate any
jurisdictional features on the project site (Figure 1).
Nojurisdictional waters of the U.S. were identified on the subject property during our site
reconnaissance. The low area napped along the southern and western property
boundaries is a swale and basin system that appears to be associated with the previously
permitted stormwater management system for the site and surrounding developed areas.
Photos of the Swale and basin system are attached. These features are nlan-made and
constructed to treat stormwater runoff from nearby impervious surfaces. Although they
may have a cotulection to jurisdictional waters of the U.S., their construction was most
likely permitted by the North Carolina Department of Environment and Natural
Resources, thus precluding their inclusion into the category of jurisdictional waters of the
U.S.
Closing
S&ME appreciates the opportunity to provide these services to you. If you have any
questions, please contact its.
Sincerely,
S&ME, Inc.
AU _\/
Paul Masten
Project Manager
be-+ P- W,IItox
-nuts
Robert P. Willcox, L.S.S.
Soil Scientist
PAM:EP:RP W/jns
�i, �tibeftt l�o,-fie ��
Elizabeth Porter
Senior Consultant
Attachments: Figure I - New Hanover County Soil Survey
Figure 2 - Stormwater Evaluation Test Location Sketch
Figure 3 — National Wetland Inventory Map
Figure 4 — USGS Topographic Map
Figure 5 — New Hanover County GIS Map
Soil Boring Profiles
Photo log

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1.
•SOIL
SURVEY MAP
IKA WORKS• •
M q TOM
'.may.
2635 NORTHCHASE PARKWAY SE
•'
WILMINGTON, NORTHR •

J+
SCALE: AS SHOWN
i
CHECKED BY: PAM
DRAWN BY: JNS
DATE: 4-21-11
Apr 21,2111
Wetlands
Freshwater Emergent
- Freshwater ForesledNShrub
- Esluanne and Marine Deepwater
Esluanne and Marine
Freshwater Pond
- Lake
- Rivenne
® Other
TNI nllpp II for aMMI ntll�ntr Ohs. Ttr US Plit Mtl `MIEN Ytnitt 11 nOt
rrrpom8ilt tM tl» Itarrst; or cumnhe Ir of tl» bl rt ae 1—. on 011l msp. AN
Yeinatlnwl� lwp—b H.
Dr u110 Nt Gttoldrrcr dh tl» N�rr eretlih Nimd at
Note: Drawing obtained from US Fish and Wildlife Service
NATIONAL WETLANDS INVENTORY MAP FIGURE
IKA WORKS ADDITIONS NUMBER
*S&ME1WILMINGTON,
2635 NORTHCHASE PARKWAY SE
NORTH CAROLINA
S&ME PROJECT NUMBER: 1061-11-044

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��
4...J'vr 7'9' { }F`i•/. =$'Y J'� i'-TAjy$`+ i ,SX! 9,y+ r.N„i µi t '�i f _.
't�} t, xaC{'s ti � ss5�y4,'" '�S. 2'h �'•j ti' {}'4 :.. W g .�jj J �,!' •
x . ' •r r .,,. % � '. r r `4a - y x �" Y F tr"�' >
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1t•Xf4 tit.,f �mxY.nw''{+✓Y�_t t'w
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tx�d r ' x ���� ta> �t� � t � .r � �Y..v �,+•„t ,q
1 '� J + v�. ,r 4 •"`'y•t r J7 {" ` u.t �< 4..' "'-•�,t Y + "�..,: iai�. ,1��* tyt- !' �
��I. xe +44t, `a 1.'r A yY x .{^ ���sss vt �y i1 '.'� �•�'Fm '<4, "'.'ab R. ''�"a>i�„ E ��"' n n � � �" *�t„a. � t' +�.�.k 3zaF^,t`Y Y i• `'� .. " � M.�'P� r
%; YP M' �fi rr:.`� t. xs„x•.kr "`ifxt t.� ''r tYr.., , .. Approximate Locatiorti..�i,
of Project Site
4} •zv4 sk ��,.�'a+'+.i +h" .x-,- r'. .S � '} i •s, y, �4%C�;�*''4 tr'.:'`+
Ni � I � t" , •ii } W»L ''l•^ � ; t f '` .� h� 't11 F ;�, 4 t}
}i* « �* �.t �•�: di t t$ µme` V vt `�.. 4ry vvx� '�` .•�4y Nt y .
}, x•""' r' , 5 _s,.t «. (.,� ,,�.. {• t, ,m �+i' 3`a` 1, `t#'u'�
,4 r «4cy I R�x'k . # �£• t r a
M,?.��aj;'• , k. �' A` ram''.. n
.�. a'4^$ na � i ��,'. 11„.! >'• h" -• .. ` 1.F� �,�`y�'.:.. + 4 ~s.,:., s r � 1 `•.tri`'x ,- w�!r. t�
4T }' `w "4 t r i' f'`I ..1 4- •,t M' f ,l
} .�K x'". •.: L •. ,.. E. _.• :'. �i .t. '�+...N�'n.�a. �' r ...rf.._fL• +'.a.+. t. �`."•a...__.
tr #{ '�' h' 4`.* +, ,}jF ? ..+-,„.^r" • 'f Xw` t ` qj
bpi+ Note: Drawing obtained from US Geological Survey website
SCALE: AS SHOWN USGS TOPOGRAPHIC MAP FIGURE
IKA WORKS ADDITIONS NUMBER
CHECKED BY: PAM 2635 NORTHCHASE PARKWAY SE DRAWN BY: JNS SWE WILMINGTON, NORTH CAROLINA 4
DATE: 4-21-11 S&ME PROJECT NUMBER: 1061-11-044

NHc T o m Nc M
AW
:
:. » .. .
Note: Drawing obtained from New Hanover auAGe_m�
SCALE: aSHOWN NEW HAmaRCOUNTY GeMAP FIGURE
IKA WORKS ADDITIONS eee
CHECKED BY: mm miff 263sNOeHCHAsPARKWAY £ 5
DRAW e 35 y, , WILMINGTON,NO RTHcROLIN A
DATE: ay, ~~^^ eME PROJECT NUMBER: 1061--044

'FABLE I
Seasonal Ili(,h WaterTable Evaluations
Soil Descriptions
IKA Works
Wilmington, North Carolina
SR.ME Project No. 1061-1 1-044
Matrix
Mottle
Depth
Hue/Value
Ilue/Value
Location Horizon Inches
/Chroma
lChroma
Texture/Structure
S-1 Fill 0-20
IOYR 1/1
Loamy sand, granular. Few clay
pieces present
Bs 20-15
I OYR 2/1
10YR 4/1
Loamy sand, cemented with sandy
IOYR 5/1
seams
Bh 35-47+
2.5Y 2.5/1
Sandy loam, sub -angular blocky,
weak
Seasonal High Water Table = 20" below the existing ground surface.
S-2 Fill 0-28 1OYR 2/1
1 28-40 IOYK 5/1
Bt 40-60+ 2.5Y 6/3)
Loamy sand, granular, cemented
pieces present
1 OYR 2/1 Fine sand. single grain
2.5Y 7/2 Clay loam, sub -angular blocky.
I OYR 5/8 strong
Seasonal High Water Table = 40" below the existing ground surface.
i

t'%
,� E SWE Project Name SE Project #
Client Name - Location Taken by: Initals pate Taken:

RE Images
Page 1 of 1
RE: Images
Nelson, Christine
Sent Tuesday, January 17, 2012 12 43 PM
To Hardin, Bob [bob hardm@ika net]
Cc Bilgic, Refika [refika bilgic@ika net], Laura Miller [lauramiller@ls3p com], Richard (Rick) A Moore [RAMoore@mclumcreed com],
Russell, Janet
Bob,
Thank you for the pictures It looks like that should cover the Immediate compliance concerns so that the
modification can be Issued once the submittal has been reviewed and everything looks ok
Rick did drop off the package this morning and it has been accepted in to the Express program Thanks for getting
the signatures and legal document put together
Christine
From, Hardin, Bob (bob hardin@ika net]
Sent: Monday, January 16, 2012 2 24 PM
To. Nelson, Christine
Cc. Bilgic, Refika, Laura Miller, Richard (Rick) A Moore
Subject Images
Hi Christine,
Attached are images of the 8" cap with the 1 75" restrictor hole Thomas Construction installed it this afternoon
Work is complete
Have a great week I
Best Regards,
:.:
Robert Hardin
Director of Manufactunng/Industrial Engineering
IKA Works, Inc
2635 Northchase Pkwy SE I Wilmington I NC 28405
Phone [phone] Ext 214 1 Fax [phone] E-mail bob hardin@ika net
ObOs
to wwkuk o.ne<:W
www ika com
https //mail nc gov/owa/vae=Item&t=IPM Note&1d=RgAAAACVOwMv6hgOQrZsghGFcSL8Biv7A7kn2

Images
Page 1 of 1
Images
Hardin, Bob [bob harden@ika net]
Sent Monday, January 16, 2012 2 24 PM
To Nelson, Christine
cc Bilgic, Refika [refika bilgic@ika net], Laura Miller [lauramiller@ls3p com], Richard (Rick) A Moore
[RAMoore@mclomcreed com]
Attachments IMG_20861PG (148 KB) , IMG_2084 JPG (159 KB) , IMG_2085 JPG (135 KB)
HI Christine,
Attached are images of the 8" cap with the 1 75" restrlctor hole Thomas Construction Installed It this afternoon
Work Is complete
Have a great week I
Best Regards,
Bob
Robert Hardin
Director of Manufactunng/Industrial Engineering
IKA Works, Inc
2635 Northchase Pkwy SE I Wilmington I NC 28405
Phone [phone] Ext 214 1 Fax [phone] E-mail bob hardin@ika net
wwk°
to work paAaotly
www.ika.com
to
https //mail nc gov/owa/?ae=Item&t=IPM Note&td=RgAAAACVOwMv6hgOQrZsghGFcSL8Biv7A2XA2

Stormwater Permit transfer Page 1 of 1
Stormwater Permit transfer
Hardin, Bob [bob harden@ika net]
Sent Monday, January 16, 2012 1 25 PM
To Nelson, Christine
Cc Belgic, Refika [refika bilgic@ika net]
HI Christine, just a heads up I
I was able to get Refika's signature and a power of attorney over the weekend Refika and the owner came in the
office on Saturday Rick Moore from Mcklm and Creed will pickup the documents in the morning and get them to
your office first thing
Thomas construction was here today and took a look at the 8" pipe They will cap It and drill a 1 75" restrlctor as
requested They said It will be done by tomorrow afternoon I will take a picture and send It to you when they
finish
If you need anything else, please let me know
Have a great week I
Best Regards,
:..
Robert Hardin
Director of Manufactunng/Industnal Engineering
IKA Works, Inc
2635 Northchase Pkwy SE I Wilmington I NC 28405
Phone [phone] Ext 214 1 Fax [phone] E-mail bob harden@ika net
wd
towkam�rN www.ika.com
a «.
https //mail nc gov/owa/9ae=Item&t=IPM Note&id=RgAAAACVOwMv6hgOQrZsghGFcSL8Biv7AM122

RECEfVED
JAN 0 3 2012
IKA Works, Inc. BY ----_
Project #4853-0012 (40)
NEW HANOVER COUNTY, NC
DESIGN NARRATIVE
PROPOSED PROIEC I
IKA Works, Inc's North American Headquarters located in Northchase in New Hanover
County is proposing to expand their existing facility A new primarily office and showroom
space addition will be constructed on the front of the building while a "butler building" will be
attached on the rear of the building as a new testing area The 2-story office expansion is
approximately 16,000 total square feet while the butler building will be approximately 6,000
square feet In addition an existing front parking lot will be demolished and replaced with a
jot containing 52 parking spaces, a small parking strip will be installed along the common drive
accommodating 10 parking spaces, and the rear parking lot will be resurfaced and restriped to
accommodate 62 parking spaces for a total of 124 parking spaces This project will be
contained within the existing parcel of land having an area of 4 53 acres
PROPOSED IMPROVEMENTS
This project proposes to perform corrective actions to the existing pond and expand it to
accommodate the runoff for the net additional BUA
The field conditions pertaining to sloughed slopes and sediment deposits in the pond bottom
observed on May 30, 2006 (based upon July 20, 2006 Notice Of Inspection) were previously
corrected as can be seen in the existing conditions topographic survey Follow up inspections
were performed and site conditions approved by County staff however DWQ was not notified
of the improvements at that time Review of the existing contours indicates that the permitted
permanent pool surface area and pond depth are currently being met with minor sediment
deposits in the pond bottom Therefore clearing the trees on the IKA side of the pond, removal
of minimal areas of sediment deposition in the bottom of the existing pond, establishing grass
as the vegetative cover on the side slopes and repairs to the outlet structure are the proposed
maintenance items for the existing pond
The expansion to the existing pond was designed to treat the proposed built -out condition of a
4 53 acre drainage area with a 59 29/6 composite impervious area Pond sizing was performed
by evaluating 413 acres of drainage area at an impervious percentage of 55 01% and a design
rainfall depth of 1" (existing impervious area) and 0 40 acres of drainage area at an impervious
percentage of 100% with a design rainfall depth of 15" (proposed impervious area) The
forebay was sized to treat the weight based volume from the design storm that flows from the

proposed piped system to the upstream segment of the pond Based upon the design
calculations that were performed, the expansion to the existing pond consists primarily of
constructing a forebay at the upstream end of the existing pond sized to treat this weighted
average of the total drainage area that drams to this point Additional volume was also
included to help minun,ze nuisance forebay sedimentation accumulation from the offsite
drainage area that flows through the pond
In addition, a name change application will be provided to change the pernuttee from Chuck
Agnoff to IKA Works, Inc subsequent to the April 20, 2006 request

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Nelson, Christine
From Nelson, Christine
Sent Tuesday, November 22, 2011 10 54 AM
To 'Richard (Rick) A Moore', Russell, Janet
Cc lauramiller@Is3p corn
Subject RE IKA conceptual Redesign
Rick,
I have no problem with how you are determining the BUA to be treated When you start looking at the related drainage
area (DA), the DA to be considered at the 1" design storm would be the total DA— net BUA addition In other words the
DA for the 1 5" would be equal to the BUA (or 100% impervious) This is assuming the onsite total DA isn't increasing
Now on to the issues you presented
1 If you are considering expanding the current pond, then the section that is being expanded (and only that area)
needs to meet the current design standards by including a vegetated shelf, forebay, and such You will have to
look at the SA/DA ratio and consider the average depth The forebay must be designed to handle approx 20% of
the flow coming to that area (similar to the design calcs for multiple forebays in the BMP manual,)
2 As you know SHWT calls are made on sod colors that take years to develop and may or may not reflect the
current conditions I have seen cases made where nearby ditches, ponds, and outfalls that have been there for a
decade or so has lowered the water table such that the SHWT has been lowered and the elevation more closely
matches the new outfall With this pond being over 15 yrs old, it seems that you might be able to make this case
for this project
3 1 have no problem with the forebay being deeper than the pond
4 The offsite drainage that is going through the pond must be considered under the same standards as when this
permit was originally issued The only difference would be to consider the offsite area at the full built out
potential
Hope this helps to answer your questions
Christine
Christine Nelson
Environmental Engineer
NC DWQ - Stormwater Program
Wilmington Regional Office
910-796-7323
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation
From, Richard (Rick) A Moore (mallto RAMoore@mcklmcreed com)
Sent: Monday, November 21, 20118 17 AM
To: Nelson, Christine, Russell, Janet
Cc: lauramlller@Is3p com
Subject, IKA conceptual Redesign
Chnstme-
Because it seemed like there was some question Thursday regarding adding proposed BUA into an existing permitted
BMP and the limits of required improvements to it, I wanted to present this to you for confirmation This route is being
considered by IKA after a long coordination and budgeting meeting with them Friday morning I will try to be as brief as
I can but want to put all the cards on the table so we don't miss anything
Current permitted BUA = 99,207 SF (treated at 1")
Total proposed BUA = 116,727 SF **

Net BUA addition = 17,520 SF (treated at 1 5")
** - the "Total Proposed BUA" consists of the existing BUA minus the BUA being demo'd plus the proposed BUA
Therefore, the proposed improvements shown in the attached drawing are to treat 17,520 SF of BUA with a design
rainfall depth of 1 5" This schematic design includes 2 retaining walls on each side of the BMP (to obtain adequate
average depth in a 60' easement) and a forebay to treat only the net BUA addition
The issues I would like to have addressed are
1- My understanding of our conversation is that I need only to consider treatment of BUA over and above the
previously permitted BUA square footage at a 1 5" rainfall depth, the required BMP expansion for this additional
BUA is the only portion of the pond that must meet current standards, and the offlme forebay will treat only this
increase in BUA over and above the permitted BUA Is this correct?
2- The PPE is 30 0' (based on NAVD88), the SHWT is approximately 34 33 on the north end of the pond and 32 87
at the south end Both of these elevations are well outside of the +/-6" range from SHWT However it is obvious
that lining only this expanded section of the BMP would be fruitless What will DWQ's stance be on the PPE
being this far out of range from the +/-6" and not being lined?
3- The existing BMP is permitted at a depth of 3' To obtain an average depth of at least 3', our BMP expansion
must be deeper than that As proposed in the attached, our bottom of pond elevation is 25 5' — this means this
section of the BMP will be 1 5' deeper than the existing BMP
4- There is an offsite drainage area of approximately 12 acres based on recent delineations This offsite drainage
area was included in the calculations that were originally approved back in 1988 However they were only
provided to show that the hydraulics of the pond were analyzed to ensure adequate sizing of the spillway
system — the treatment volumes that were calculated, and subsequently permitted, did not account for any
offsite drainage areas and the plans did not show a bypass of the BMP IE the plans showed, and were
approved, with this offsite drainage area draining through the BMP with no stormwater quality considerations
for it
Thank you for your assistance with this interpretation of the rules —
Rick
Richard (Rick) A Moore, PE, LEED AP
Senior Project Manager
M40\4&CREED
ENGINEERS SURVEYORS PLANNERS
243 North Front Street
Wilmington, NC 28401
910 2516665 x214
910 251 8282 fax
910 386 6359 mobile
htto //www mckimcreed com
Follow us on
YouTube I twitter I facebook I Linkedln

Nelson, Christine
From Richard (Rick) A Moore [RAMoore@mckimcreed com]
Sent Monday, November 21, 2011 4 23 PM
To Nelson, Christine
Subject FW SW8 880910
This is our first e-mail exchange on this project This and the e-mail I forwarded a few moments ago are our only
communications on this project that I recall or have record of
Thanks again -
From: Lewis,Linda [mailto Imda lewis@ncdenr gov]
Sent: Wednesday, July 06, 20119 59 AM
To. Richard (Rick) A Moore
Cc: Scott, Georgette
Subject, RE SW8 880910
Rick
I'm OK with reviewing/approving the expansion and transferring the permit at the same time I think we will be
very happy to add a condition to the permit that the expansion is approved contingent on the existing pond
being remediated to design condition at the same time
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties
From. Richard (Rick) A Moore [madto RAMoore@mckimcreed com]
Sent. Wednesday, July 06, 20119 22 AM
To Lewis,Lmda
Subject: RE SW8 880910
Linda -
Thank you very much for your response I have not been to the site yet so I can not confirm whether the remedial
measures have been completed at this time But from what I understand from discussions with others, they have not
I guess the only real question I have at this point goes back to the fact that we are going to propose expanding the
facility The stormwater will not be treated in the previously permitted pond however I understand that the remedial
measures on that pond will need to be completed Can we submit the permit transfer request at the same time as the
plans for the proposed expansion? This package would also provide some level of detail for completing the remedial
measures This would require it being acceptable to you to perform the remedial measures at the same time as the
installation of the new BMPs associated with the expansion
Thank you again-

Rick
From: Lewis,Lmda [madto linda lewis@ncdenr gov]
Sent: Wednesday, July 06, 20119 10 AM
To: Richard (Rick) A Moore
Subject: RE SW8 880910
Rick
We never received any communication or confirmation that the pond had been restored to design condition
Consequently, as was the procedure back then, we could not transfer the permit Today, we would be able to
transfer the permit to IKA, and then pursue the compliance aspect through the new permittee
Please have a person of at least the level of VP in IKA sign the latest permit transfer form Or, the consultant or
other agent can sign the form as long as the form is accompanied by a letter of authorization signed by a
person of at least the level of VP in IKA That's all that needs to be submitted Mr Agnoff does not need to sign
off on the newer form, as he had already signed off on the transfer on the 2006 paperwork Please remember
to submit the original signed form to DWQ We can't accept a photocopied signature
Have the remedial measures to restore the pond been completed? The pond was certified in 1993, so no
additional certification is needed, however, we would like written verification that the required remedial
measures outlined in the July 20, 2006 inspection report have been completed
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties
From: Richard (Rick) A Moore (mailto RAMoore@mckimcreed com]
Sent. Thursday, June 30, 20119 04 AM
To: Lewis,Linda
Subject, SW8 880910
Linda -
I was at your office yesterday to do a file review on SW8 880910 Forrest Plaza 1 and noticed that there was an attempt to
do a name change on this permit in 2006 The last correspondence to that applicant was a request for additional
information on May 19, 2006
A stormwater inspection was performed by DENR staff and a report was sent to the original permittee on July 20, 2006
requiring some remedial measures prior to a permit transfer This was the most recent correspondence of any kind that I
could find So based on my review, it appears as though the permit that is valid is still the original issuance of a
Determination of Compliance dated September 26, 1988 There was a note on the front of this protect folder to "return to
Linda's inspection file" - I wanted to confirm the above information with you just in case you had some of the paperwork
out of this file - I didn't know if this was an active file you were working on and perhaps a reissued permit to IKA was not in
it at the time of my review

IKA (the applicant for the name change in 2006) is planning an expansion of their facility I need some help
understanding what needs to be done to get this plan approved I assume that the remedial measures listed in July 20,
2006 inspection report need to be completed and that we could then do a name change and plan approval at the same
time to get the permit into IKA's name Can you confirm this for me9
Thank you for your time -
Rick
Richard (Rick) A Moore, PE, LEED AP
Senior Protect Manager
McK M&CREED
ENGINEERS SURVEYORS PLANNERS
243 North Front Street
Wilmington, NC 28401
910 2516665 x214
910 251 8282 fax
910 386 6359 mobile
htto l www mckimcreed com
Follow us on
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and intended solely for the use of the individual or entity to
whom they are addressed If you have received this e-mail in
error please notify the system manager Please note that any
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any attachments for the presence of viruses The company
accepts no liability for any damage caused by any virus
transmitted by this e-mail
This e-mail and any files transmitted with it are confidential
and intended solely for the use of the individual or entity to
whom they are addressed If you have received this e-mail in
error please notify the system manager Please note that any
views or opinions presented in this e-mail are solely those of
the author and do not necessarily represent those of the
company Finally, the recipient should check this e-mail and
any attachments for the presence of viruses The company
accepts no liability for any damage caused by any virus
transmitted by this e-mail
This e-mail and any files transmitted with it are confidential
and intended solely for the use of the individual or entity to
whom they are addressed If you have received this e-mail in
error please notify the system manager Please note that any
3

Nelson, Christine
From Richard (Rick) A Moore [RAMoore@mckimcreed com]
Sent Monday, November 21, 2011 4 20 PM
To Nelson, Christine
Subject FW Forest Plaza I - SW8 880910
Christine -
Thanks again for talking through the longwinded e-mail I sent earlier today Per your request, below is the e-mail I got
from Linda in early October — the sentence I was referring to is the last one in her e-mail back to me
Thanks again and Happy Thanksgiving
Rick
From: Lewis,Linda [mailto linda lewis@ncdenr gov]
Sent, Friday, October 07, 20113 05 PM
To: Richard (Rick) A Moore
Subject. RE Forest Plaza I - SW8 880910
Rick
The wet ponds of 1988 were not designed with any requirement to meet pre/post runoff volumes or flowrates
don't think the 14 acres should be considered at all because I don't know where that 14 acres is and because
the permitted drainage area to the pond is only 4 53 acres, of which 2 28 is Impervious
My last understanding of the proposed project was that a new BMP was being designed for the new BUA and
the old BMP was going to be remediated to address the July 2006 violation after Issuance of the revised
permit Has this now changed? Are you now proposing to utilize the existing pond for treatment?
Your methodology to apply the 1" design storm to the currently permitted 2 28 acres of impervious area and to
apply the 1 5" design storm to the new impervious area is correct However, since our last correspondence in
2006, there has been a rules change regarding the review of modifications to previously permitted projects If
you are going to use the existing pond for treatment, you will also need to recalculate the required minimum
surface area based on the permitted design depth of 3 feet, and the larger amount of BUA (i e , higher percent
impervious, higher SA/DA ratio )
If you can meet the new surface area minimum, and store the entire volume (V old plus 1 5" new) in the pond
as it was permitted without enlarging the pond or changing elevations, then the pond does not have to be
brought up to today's standards However, it will still need to be remediated to the previously permitted
condition,-Ityou:hav-e to enlarge the pond:to accommodate the- new_required-minimum-surface area and/or
volume then you wdl have to redesign the pond -to meet-today's design_standardsincludmg_a forebayJ
vegetated shelf -and -a surface areabased on the averaae-depth
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext
Wilmington, NC 28405
910-796-7215

E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties
From: Richard (Rick) A Moore [mailto RAMoore@mcklmcreed com]
Sent. Friday, October 07, 2011 1 12 PM
To: Lewis,Llnda
Subject. Forest Plaza I - SW8 880910
Linda -
I know I e-mailed you not too long ago on this project regarding the pending name change to IKA Works I am straight
there We have now completed a design and are close to being ready for submittal In fact, I spoke with Janet Russel
today to make sure the express process hasn't changed and to find out current lead times for review appointments
In doing my final CIA on the plans I realized I need to get clarification on one item I'm fairly certain that we are on the
right path but wanted to let you confirm for me The original wet detention pond was sized for an overall drainage area
of 14 acres in terms of pre/post analysis and had a water quality volume size determined based upon the size of the
subject tract — 4 53 acres at 50% impervious (with a 1" rainfall)
Therefore, we have designed our site using those same parameters with the exception of using a 1 5" rainfall event for
the new BUA So our water quality volume was determined using 1" rainfall over the existing site BUA and 1 5" rainfall
over proposed BUA And the hydraulics of the pond itself above the WQV were designed to pass the regulated storm
events required by New Hanover County
I attached the copies that I made during my file review to save a few steps for you in case the file isn't handy Can you
please provide me confirmation or your thoughts on this? I'll be out of the office next week but will be checking voice
mail and e-mail while I'm away
Thanks,
Rick
Richard (Rick) A Moore, PE, LEED AP
Senior Project Manager
McIQM&CREED
ENGINEERS SURVEYORS PLANNERS
243 North Front Street
Wilmington, NC 28401
910 251 6665 x214
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Nelson, Christine
From
Nelson, Christine
Sent
Friday, November 18, 2011 9 48 AM
To
'Richard (Rick) A Moore'
Cc
Russell, Janet
Subject
RE liners in ponds
Rick,
I talked to Vincent this morning and he remembered taking several borings across the front of the project only to find
the SHWT within 12" in each of the locations This info matches what he put on the infiltration request form though
there wasn't a site map provided for him to document the location of his borings
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation
From. Nelson, Christine
Sent: Thursday, November 17, 20114 23 PM
To: 'Richard (Rick) A Moore'
Cc: Russell, Janet
Subject: liners in ponds
Rick,
I talked to Linda about the proposed liner & the 'uncertain' SHWT elevation in the new pond She refreshed my memory
that when ponds are lined as a result of the SHWT being above the PP, the Inver is required to go above the SHWT (not
just the PP) in order to prevent groundwater from seeping into the pond, taking up the required storage volume, and
impacting the drawdown time
I will have to talk to Vincent about the SHWT, but without a boring in that area or a survey of the elevations in that area
before the site was filled, I imagine it would be hard to justify only lining the pond below the vegetated shelf
Christine Nelson
Environmental Engineer
NC DWQ - Stormwater Program
Wilmington Regional Office
910-796-7323
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation

For OENR U�w ONLY �
Reviewer
T,�•l,'/-� North Carolina Department of Environment and �L� ��.
Natural Resources Suomi
NCDENR Request for Express Permit Review Tine z
II A
Confirm 1 r - - 1
FILL-IN all the Information below and CHECK the Permit(s) you are requesting for express review FAX or Email the completed d form to Express
Coordinator along with a completed DETAILED narrative site plan (PDF file) and vicinity map (same items expected in the application package
of the project location Please include this form in the application package
• Asheville Region -Alison Davidson 828.296 4698,alison davldson(o_ncdenr gov
• Fayetteville or Raleigh Region -David Lee 919-791.4203,dawdleenancdenrgov
• Mooresville &-Patnck Grogan 704-663.3772 or patnck grogan(Dncdenr pov
• Washington Region -Lyn Hardison 252-946.9215 or lyn hardison aiincdenr gov
• Wilmington Region -Janet Russell 910-350.2004 orlanet russellOncdenr gov
NOTE Project application received after 12 noon will be stamped in the following work day
SW 888091
SW
SW
SW
SW
Project Name IKA WORKS NORTH AMERICA EXPANSION AND RENOVATION County NEW HANOVER
Applicant _ Company IKA WORKS, INC
Address 2635 NORTHCHASE PARKWAY SE City WILMINGTON, State NC Zip 28405-_
Phone [phone], Fax [phone]. Email
Physical Location 2635 NORTHCHASE PARKWAY SE WILMINGTON NC 28405
Project Drams into SMITH CREEK waters — Water classification CSW (for classification see http //h2o enr state nc us/blmstreports/reportsWB html)
Project Located in CAPE FEAR River Basin Is project draining to class ORIN waters'? N , within''/, mile and draining to class SA waters N or within 1
and draining to class HQW waters'? N
Engineer/Consultant RICHARD A MOORE PE Company MCKIM & CREED. INC
Address 243 NORTH FRONT STREET City WILMINGTON, State NC Zip 28401
Phone [phone], Fax [phone], Email ramoore@mckimcreedcom NOV 0 9
SECTION ONE REQUESTING A SLOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR. ❑ OTHER
SECTIONTWO 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
❑ Intermittent/Perennial Determination _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Cerlificalton ❑ Isolated Welland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® Stale Stormwater ® General ❑ SFR, ❑ SFR < 1 ac ❑Bkhd & Bt Rmp, ❑ Clear & Grub,
❑ Low Density❑ Utility El Other
❑Low Density -Curb & Griller _ #Curb Outlet Swales El [SW _ (Provide permit #)]
® High Density -Detention Pond 2 # Treatment Systems ❑ High Density -Infiltration _#Treatment Systems
❑ High Density Bio-Retention _ # Treatment Systems ❑ High Density —SW Wetlands _# Treatment Systems
❑ High Density Other _ # Treatment Systems / ® MOD ® Major ❑ Minor El Plan Revision ❑ Redev Exclusion SW 888091 (Provide permit a)
❑ 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 Buffer Impacts ® No ❑ YES acre(s)
Wetlands Delmeaton has been completed ❑ Yes ❑ No Isolated wetland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed ❑ Yes ❑ No 404 Application in Process w/ US ACOE ❑ Yes ❑ No Permit
Received from US ACOE ❑ Yes ❑ No
_ _ ____ ___I or DI_NR rise mil%
fee ltformulhpieeermits (Check# i--
SUBMITTAL DATES
I Fee
I SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj, ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
qpi
$
LQS
$
Stream Det
$
NCDENR EXPRESS March 2009

IKA Works, Inc.
Project #4853-0012 (40)
NEW HANOVER COUNTY, NC
DESIGN NARRATIVE
IKA Works, Inc's North American Headquarteis located in Noithchase in New Hanover
County is proposing to expand their existing facility A new pumanly office and showroom
space addition will be constructed on the front of the building while a "butlei building' will be
attached on the rear of the budding as a new testing area The 2-stay office expansion is
approximately 16,000 total square feet while the butler building will be approximately 6,000
square feet In addition an existing front pai king lot will be demolished and replaced with a
lot containing 52 parking spaces, a small parking strip will be installed along the common drive
accommodating 10 parking spaces, and the rear parking lot will be resurfaced and restriped to
accommodate 62 parking spaces for a total of 124 parking spaces This project will be
contained within the existing parcel of land having an area of 4 53 acres
PROPOSED IMPROVEMENTS
This project proposes to perfa in corrective actions to the existing pond and to construct a new
wet pond for the net additional BUA
The field conditions pertaining to sloughed slopes and sediment deposits in the pond bottom
observed on May 30, 2006 were previously con ected as can be seen in the existing conditions
topographic survey Follow up inspections were performed and site conditions approved by
County staff however DWQ was not notified of the improvements at that time Review of the
existing contours indicates that the permitted pei manent pool surface area and pond depth are
currently being met Therefore clearing the trees on the IKA side of the pond, establishing
grass as the vegetative cover and repairs to the outlet structure are the proposed improvements
for the existing pond
The proposed wet pond will treat the net increase in built upon area A wet pond is designed
to meet all current DWQ State Stormwater requirements for wet detention ponds including
forebay, littoral shelf, a temporary water quality volume sufficient to treat the 1 5" runoff
volume from the net increase in BUA and construction of a new spillway system meeting the 2-
5 day detention requirements of NCDENR
In addition, a name change application will be provided to change the permittee from Chuck
Agnoff to IKA Works, Inc subsequent to the Apri120, 2006 request

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ENISTNC SipsM PONDwsE - 3o — --w DiArUD: rAms[Nr _ _ _ —
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NEW HANOY£R CgINTY BOARD OF EDUCADON OBI PG 6" r1
e DESMN DE LOPMENr

For DENR Use ONLY
NOICA
Renewer ��� . North Carolina Department of Environment and ��— lS
Natural Resources Submit
NCDENR Request for Express Permit Review Time 1C)
I t
Confirm I. [
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review
FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application package
of the project location Please include this form in the application package
,
• Asheville Region -Alison Davidson 828-296.4698,ahson davrdsogn n ncdenr
Enter Related SW-gov
Permits of request
T (( i LL)
• Fayetteville or Raleigh Region David Lee 919-791.4203, david lee(alncdenrgov
SW
IS Vp
• Mooresville & -Patrick Grogan 704-663.3772 o;patrick grogan(a)ncdenrpov
or
Washington Region -Lyn Hardison 252-946.9215 or lvn hardison(a)ncdenr gov
SW
Sw
• Wilmington Region -Janet Russell 910-350-2004 orianet russellDncdenr gov
(r
Sw
NOTE Project application received after 12 noon will be stamped in the following work day
SW
�—
Project Name DOLLAR GENERAL County ONSLOW
Applicant GEORGE VENTERS Company GLANDON FOREST EQUITY, LLC
Address 3900 MERTON DRIVE, SUITE 210 City RALEIGH , State NC Zip 27609-_
Phone [phone], Fax [phone], Email veg nters@vanauardoa com
c P�
Physical Location NC HWY 172
Project Drams into SA waters — Water classification SAHOW (for classification see-htto /lh2o enr state Tic us/bimslreoorts/reportsWB html)
Project Located in WHITE OAK River Basin Is project draining to class ORW waters? N , within y: mile and
draining to class SA waters Y. or within 1 mile
and draining to class HOW waters? Y
Engineer/Consultant MATT LOWDER Company TRIANGLE SITE DESIGN, PLLC
Address 4006 BARRETT DRIVE, SUITE 203 City RALEIGH, State NC Zip 27609-_
i
Phone [phone].Fax [phone],Email mlowder@tnanglesiledesitincom
NOV 0 1) 1011
SECTION ONE REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER =_
SECTION TWO CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Ongin Determination _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermiftent/Perenmal Determination —# of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear It or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
® High Density -Detention Pond 14 Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ❑ MOD ❑ Major ❑ Minor ❑ Plan Revision ❑ Redev Exclusion SW (Provide perms#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 14 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 Buffer Impacts ® No ❑ YES —acre(s)
Wetlands Delineation has been completed ® Yes ❑ No Isolated wetland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed ® Yes ❑ No 404 Application in Process w/ US ACOE ❑ Yes ® No Permit
Received from US ACOE ® Yes ❑ No
I or DI NR use only
Fee Solit for multiole oermns (Check# 1 Total Fee Amount S
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Mal, ❑Min)
$
SW (❑ HD ❑ Lb, ❑ Gen)
$
401
$
LQS
$
Stream Deter,_
$
NCDENR EXPRESS March 2009

c.J

, C) For DENR Use ONLY`` 11
Rewewer
AGR North Carolina Department of Environment and
Natural Resources Submit `- —
NCDENR Request for Express Permit Review Time -_
Conlon
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review FAX or Email the completed form to
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity mat) (same items expected in the application i
of the project location Please include this form in the application package
• Asheville Region -Alison Davidson 828.296.4698,alison davidson(rilncdenrgov
• Fayetteville or Raleigh Region -David Lee 919-791.4203, dawd lee(aflcdenr goy
• Mooresville & -Patrick Grogan 704-663-3772 orpatnck grogan(dncdenrgov
• Washington Region -Lyn Hardison 252-946-9215 or Ivn hardison(a)ncdenr qov
• Wilmington Region -Janet Russell 910-350.2004 orianet russellAncdenr qov
NOTE Project application received after 12 noon will be stamped in the following work day
SW lignto
SW
SW
SW
SW
Project Name IKA WORKS NORTH AMERICA EXPANSION AND RENOVATION County NEW HANOVER CO( re s T P Or 2-}
Applicant _ Company IKA WORKS, INC
Address 2635 NORTHCHASE PARKWAY SE City WILMINGTON, Slate NC Zip 228405-_ -rp \ ft Z¢}
Phone 91OA52-7059, Fax [phone]. Email _@_ cI 2oLk 11
Physical Location 2635 NORTHCHASE PARKWAY E. WILMINGTON, NC 28405 ---
Project Drains into SMITH CREEK waters - Water classification C SW (for classification see-hftD //h2o enr stale nc us/bims/reports/reportsWB hlml
Project Located in CAPE FEAR River Basin Is project draining to class ORIN waters? N , within y: mile and draining to class SA waters LL or within 1 m
and draining to class HOW waters? N I t � Nf � :E' TVE'
Engineer/Consultant RICHARDA MOORE, PE Company MCKIM & CREED. INC
Address 243 NORTH FRONT STREET City WILMINGTON, State NC Zip 28401-_ OCT 1 7 2011
Phone [phone], Fax [phone], Email ramoore@mckimcreed oom
SECTION ONE REQUESTING A SCOPING MEETING ONLY 3Y
® Scoping 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
❑ Intermittent/Perennial 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 Vanance
® State Stormwater ® General ❑ SFR, ❑ SFR < 1 ac ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
® High Density -Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ® MOD ® Major El Minor ❑ Plan Revision ❑ Redev Exclusion SW 8880914Provide permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Manna 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 Buffer Impacts ® No ❑ YES —acre(s)
Wetlands Delineation has been completed ❑ Yes ❑ No Isolated wetland on Property ❑ Yes E No
US ACOE Approval of Delineation completed ❑ Yes ❑ No 404 Application in Process w/ US ACOE ❑ Yes ❑ No Permit
Received from US ACOE ❑ Yes ❑ No
or DLNR use
Fees lit for multiple pemirts CheckM Total Fee Amount
SUBMITTAL DATES
Fee
i
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Mat, ❑ Min)
$
SW (❑ HD, ❑ LD, LJ Gen)
$
407
1$
LQS
$
Stream Deter,_
I
$
NCDENR EXPRESS March 2009

IKA Works, Inc.
Project #4853-0012 (40)
•r
NEW HANOVER COUNTY, NC
DESIGN NARRATIVE
PROPOSED PROTECT
IKA Works, Inc's North American Headquarters located Northchase in New Hanover County
is proposing to expand their existing facility Anew primarily office and showroom space
addition will be constructed on the front of the building while a "butler building" will be
attached on the rear of the building as a new testing area The 2-story office expansion is
approximately 16,000 total square feet while the butler building will be approximately 6,000
square feet In addition an existing front parking lot will be demolished and replaced with a
lot containing 52 parking spaces, a small parking strip will be installed along the common drive
accommodating 10 parking spaces, and the rear parking lot will be resurfaced and restriped to
accommodate 63 parking spaces for a total of 125 parking spaces This project will be
contained within the existing parcel of land having an area of 4 53 acres
PROPOSED IMPROVEMENTS
This project proposes to completely renovate the existing wet detention pond bringing it up to
current standards to treat all of the onsite BUA This includes clearing of all trees within the
pond area, provision of a forebay and littoral shelf, a temporary water quality volume
sufficient to treat the 1 5" runoff volume from the permitted site using the newly proposed
average depth and construction of a new spillway system for meeting the 2-5 day detention
requirements of NCDENR
In addition, a name change application will be provided to change the permittee from Chuck
Agnoff to IKA Works, Inc subsequent to the April 20, 2006 request

-
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REDT0510N OF PARCEL A &
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SECTION I
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— — — — — — — — — — — — — — — — — —
— — — — — — — — — — — —
NEW HANOVER COUNTY BOARD OF EDUCATION ore 1030 PC 620 L
x dwg 10/17/ 01143306 PM CutePOk Writer 1 11

1 For DENR Use ONLY
��� i
Reviewer
�A North Carolina Department of Environment and Submit ?+
Natural Resources I t >3 \` S
NCDENR Request for Express Permit Review Time —I'�• CC�❑
Conrrm 133��L1 Gv��sf nlCd
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review
FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF rile) and vicinity map (same items expected in the application package
of the project location Please include this form in the application package
• Asheville Region -Alison Davidson 828-2964698,alison davidson(rr)ncdenr gov
Enter Related SW
Permits of request
• Fayetteville or Raleigh Region -David Lee 919-791.4203, david lee(a)ncdenr goy
• Mooresville& -Patrick Grogan 704-663-3772orpatnck=gan(a)ncdenrgov
SW
• Washington Region -Lyn Hardison 252-946-9215 orlon hardison(a)ncdenrgov
SW
Wilmington Region -Janet Russell 910.350-2004orlanetrusselk7gncdenrgov
SW
NOTE Project application received after 12 noon will be stamped in the following work day
SW
Project Name HIBBS ROAD County CARTERET
,
Applicant JILL HOUSE Company AMERICAN TOWER CORPORATION
OCT 2 S 2011
Address 400 REGENCY FORST DRIVE City CARY, State NC Zip 27511-_
5�,�,b i�� +}-
Phone [phone],Fax [phone],Email JILLHOUSE@AMERICANTOWERCOM
�t�i ('tSct�c ...\mac'
Physical Location 5899 HIGHWAY 70
Project Drains into HULL SWAMP waters - Water classification C (for classification see-http //h2o enr state nc us/bims/reoorts/reoortsWB html)
Project Located in WHITE OAK River Basin Is project draining to class ORW waters? N , within V2 mile and
draining to class SA waters N or within 1 mile
and draining to class HQW waters? N
Engineer/Consultant CAROLINE BLOUNT Company TOWER ENGINEERING PROFESSIONALS
Address 3703 JUNCTION BOULEVARD City RALEIGH, State NC Zip 27603-5263
Phone [phone], Fax [phone], Email CBLOUNT(o)TEPGROUP NET
I OCT
SECTION ONE REQUESTING A SCOPING MEETING ONLY
❑
SeapmgMeetmgONLY ❑ DWQ, DCM, ❑ DLR, ❑ OTHER
SECTION TWO CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Ongin Determination _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
%State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter —# Curb Outlet Swales ❑ OH -site (SW_ (Provide permit #)]
❑ High Density -Detention Pond _# Treatment Systems ❑ High Density -Infiltration _#Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
ElHigh Density -Other _ # Treatment Systems /❑ MOD ❑ Major ❑ Minor ❑ Plan Revision ❑ Redev Exclusion SW (Provide permit i)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Manna 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
___For DFNRux
Fee Split for multioie Permits (Check # 1
Buffer Impacts ❑ No ❑ YES —acre(s)
Isolated wetland on Property ❑ Yes ❑ No
404 Application in Process w/ US ACOE ❑ Yes ❑ No Permit
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance ( Mai, Min)
$
SW ( HD, LD, Gen)
$
401
$
LQS
$
Stream Deter,_
$
NCDENR EXPRESS March 2009

DIVISION OF WATER QUALITY
INFILTRATION SYSTEM INVESTIGATION
Scheduled Site Visit Date and Time October 25, 2011, 1 pm
Project Name IKA Works County New Hanover
Street Address 2635 Southeast Northchase Parkway, Wilmington ,NC
Directions from the nearest intersection of two major roads Site entrance is
located approximately 0 25 miles east of the intersection of North College Road
and Northchase Parkway SE which is approximately 1 mile north of the traffic
signal at the intersection of North College Road and Bavaria Lane/North Kerr
Avenue
>1 acre being disturbed? YES NO CAMA Major required? YES NO
Consultant Name Paul Masten Phone [phone]
Consultant Firm Name S&ME, Inc
Bore Number
1
2
3
4
5
6
7
a Existing Ground Elevation
b Proposed Bottom Elevation
c Subtract a — b
d Add 2 ft(Min Bore Depth)
e Soil Type
Infiltration Rate OK?
Actual Elev Of SHWT
h Max lowest bottom elev
Comments
/I
Required Attachments
1 Legible vicinity map & written directions to the project
2 Complete Soils Report
3 Map of the site with the boring locations to be tested
All proposed infiltration areas and existing, active utility lines located within the proposed
basin/trench must be marked and flagged If these areas are not flagged, the Soils Scientist
reserves the right to decline to do the investigation If the proposed infiltration system will be
located in an area of existing pavement and there is no open area nearby, equipment capable of
breaking through the impervious layer must be provided The soils investigation does not take
the place of a sods report prepared by an appropriate professional The Soils Scientist will only
verify the soil conditions that are reported in the Sods Report, and make a determination as to
the suitability of the site to meet the infiltration design requirements under NCAC 2H 1000, and
assumes no liability should the system fail
S \WQS\STORMWATER\FORMS\infiltration site visit for

-;,
Lewis, Vincent
From
Paul Masten [PMasten@smeinc com]
Sent
Thursday, October 20, 2011 4 55 PM
To
Lewis, Vincent
Subject
SHWT
Vincent,
Hope you're doing well
We did SHWT evaluations for a building/facility expansion in the North Chase business park off North College Road a few
months ago At the time, we identified what seemed to be potential fill so we did not run our infiltration test The engineer
came back to us today and said they think they can't make an infiltration basin fit using the minimum rate of 0 52 in/hour
I mentioned that there's fill at that location which typically excludes an area from being used for infiltration but that
occasionally DWQ will approve fill material if it is reasonably suitable and has been in place long enough to naturalize, so
to speak They asked that I set up a meeting with you to review the area they would like to use for infiltration to get your
opinion on the soil Unfortunately, they're in a hurry Are you available anytime soon? Shouldn't take us very long
Thanks
Sincerely,
Paul Masten, LEED®-AP
S&ME- Wilmington Branch
3006 Hall Watters Drive, Suite 100
Wilmington, NC 28405
910.799.9945 phone
910.799.9958fax
910.616.1085 mobile
pmasten(7a smelnc com
www smelnc com
This electronic message is subject to the terms of use set forth at www.smemc.com/email If you
received this message in error, please advise the sender by reply and delete this electronic message
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E'j E 111
3
SBME PROJECT NUMBER 1061-11-044

Lewis,Linda
From
Scott, Georgette
Sent
Wednesday, July 06, 2011 10 48 AM
To
Lewis,Linda
Subject
RE SW8 880910
I agree
Gcog(Le Scott
SlummLer Program Superosor
Stile Slot mwi¢ i Progt mt
\C Di, iston of Water Quahq
127 Cirdmal Ilm e B v
Wdmurtnou NC 28105
Phone (910) 79G7335
box [phone]
I.nnd corresitondence to and from the, iddress n is be subµn to the \onh Cirolun ISrblr( Records Lass ind m.q be ducloscd to ibtni pirllu
From: Lewis,Linda
Sent. Wednesday, July 06, 20119 59 AM
To. Richard (Rick) A Moore
Cc: Scott, Georgette
Subject. RE SW8 880910
F-M
I'm OK with reviewing/approving the expansion and transferring the permit at the same time I think we will be
very happy to add a condition to the permit that the expansion is approved contingent on the existing pond
being remediated to design condition at the same time
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties
From: Richard (Rick) A Moore [mailto RAMoore@mckimcreed com]
Sent: Wednesday, July 06, 20119 22 AM
To: Lewis,Linda
Subject: RE SW8 880910
Linda -
Thank you very much for your response I have not been to the site yet so I can not confirm whether the remedial
measures have been completed at this time But from what I understand from discussions with others, they have not
I guess the only real question I have at this point goes back to the fact that we are going to propose expanding the
facility The stormwater will not be treated in the previously permitted pond however I understand that the remedial
measures on that pond will need to be completed Can we submit the permit transfer request at the same time as the
plans for the proposed expansion? This package would also provide some level of detail for completing the remedial

measures This would require it being acceptable to you to perform the remedial measures at the same time as the
installation of the new BMPs associated with the expansion
Thank you again -
Rick
From: Lewis,Lmda [mailto linda lewis@ncdenr gov]
Sent* Wednesday, July 06, 20119 10 AM
To, Richard (Rick) A Moore
Subject: RE SW8 880910
Rick
We never received any communication or confirmation that the pond had been restored to design condition
Consequently, as was the procedure back then, we could not transfer the permit Today, we would be able to
transfer the permit to IKA, and then pursue the compliance aspect through the new permittee
Please have a person of at least the level of VP in IKA sign the latest permit transfer form Or, the consultant or
other agent can sign the form as long as the form is accompanied by a letter of authorization signed by a
person of at least the level of VP in IKA That's all that needs to be submitted Mr Agnoff does not need to sign
off on the newer form, as he had already signed off on the transfer on the 2006 paperwork Please remember
to submit the original signed form to DWQ We can't accept a photocopied signature
Have the remedial measures to restore the pond been completed? The pond was certified in 1993, so no
additional certification is needed, however, we would like written verification that the required remedial
measures outlined in the July 20, 2006 inspection report have been completed
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties
From, Richard (Rick) A Moore [mailto RAMoore@mckimcreed com]
Sent. Thursday, June 30, 20119 04 AM
To, Lewis,Linda
Subject: SW8 880910
Linda -
I was at your office yesterday to do a file review on SW8 880910 Forrest Plaza 1 and noticed that there was an attempt to
do a name change on this permit in 2006 The last correspondence to that applicant was a request for additional
information on May 19, 2006
A stormwater inspection was performed by DENR staff and a report was sent to the original permittee on July 20, 2006
requiring some remedial measures prior to a permit transfer This was the most recent correspondence of any kind that I
could find So based on my review, it appears as though the permit that is valid is still the original issuance of a
Determination of Compliance dated September 26, 1988 There was a note on the front of this protect folder to "return to

Linda's inspection file" - I wanted to confirm the above information with you just in case you had some of the paperwork
out of this file - I didn't know if this was an active file you were working on and perhaps a reissued permit to IKA was not in
it at the time of my review
IKA (the applicant for the name change in 2006) is planning an expansion of their facility I need some help
understanding what needs to be done to get this plan approved I assume that the remedial measures listed in July 20,
2006 inspection report need to be completed and that we could then do a name change and plan approval at the same
time to get the permit into IKA's name Can you confirm this for me?
Thank you for your time -
Rick
Richard (Rick) A Moore, PE, LEED AP
Senior Project Manager
McK M&CREED
ENGINEERS SURVEYORS PLANNERS
243 North Front Street
Wilmington, NC 28401
910 251 6665 x214
910 251 8282 fax
910 386 6359 mobile
htto Itwww mckimcreed com
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3

CHARLES AGNOFF
1221 Great Oaks Drive
Wilmington, NC 28405
August 2, 2006
Ms Linda Lewis
Environmental Engineer II
North Carolina Divisiosn of Water quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re Forrest Plaza I Stormwater Project
Dear Ms Lewis
Several phone messages to your office have not elicited a reply
Consequently, I am writing this letter to notify you that Forrest Plaza I was
sold a number of years ago and any problems that you have with
stormwater compliance should be properly addressed to the present
owner which is IKA Works, who, in fact, occupy that property That being
said, I presume we have no need for further communication, however, if I
am in error, please call me at 910-264-9533
Sin y,
C es Agri
cc Michael Andres, IKA Works
Bob Fullerton, Commercial Realty
Bob Forrest, Forrest Development - Landfall
Mark Lampkin
WIRO
AUG 0 4 2006
DW

i
MAP 14 2006 4 31PM NCDENR 14IPO NO 450 P 2
of WA7� Michael F Easley, Governor
p =14YMAY
William G Ross Jr, Secretary
Envuonment end Natural Re,ources
Alan W Klimek, RE Director
Division of WateiOuallty
Colleen H, Sullins, DeputyDlrector
Division of Wale Quality
WATER QUALITY SECTION
COASTAL STORMWATER PERMIT NAMElOWNERSHIP CHANGE FORM
1 CURRENT PERMIT INFORMATION:
1 Stormwater Management Permit Number 'fW 8 88 091 o
2 Permit Holder's name, e-" 04 1r6rJ0RZ�
3 Signing official's name, 0-Ro Oy- 4646W Title
6011t2
(ParesmbSfore tt(
4 Mailing address KKintoo City W L`11 r1GTrj
State C ZI Code z8`tisPhone 7S536:2-17AX 2106- 535�.
(Area Code and Numba,) (Area Code and Number)
11 NEW OWNER I PROJECT / ADDRESS INFORMATION
1 This request is for (please checrt all nat apply)
a Change in ownership of the property/company (Please complete
Items #2, #3, and #4 below)
b Name change of protect (Please complete Item #5 below)
C. Mailing address change (Please complete Item #4 below)
d Other (please explain)-
2 New owner's name to be put on permit =44A W 6 KVI S , X-NG,
i
3 New owner's signing official's name and title M1 " DRG-s
I CoZDu
4 New Mailing Address 2635 NoRdy�As� �kw; itcity W `ILH) aj�i-efq
State NcZipCode 2814o5 Phone <49S2- jo59 FAX T-79�- 19'17
(Area Coda and Number) (Area Code and Number)
5 New Project Name to be placed on permit
Page 1 of 2
N C Division of Wolter Quality 127 Cardinal Drive Extension (910) 395 39DO Customer Service AM
Wilmington Regional Crflce Wilmington NC 28405 [phone] Fax [phone] jZM hit

MAR 14 2006 4 32DM NCDErIP WIRO NO 450 P 3
PERMIT NAME/OWNERSHIP CHANGE FORM
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF
WATER QUALITY UNLESS ALL OF THE APPLICABLE ITEMS LISTED BELOW
ARE INCLUDED WITH THE SUBMITTAL.
REQUIRED ITEMS'
This completed form
Legal documentation of the transfer of ownership
A copy of the recorded deed restrictions, if required by the permit
4. The engineer's certification, If required by the permit
5 A signed Operation and Maintenance plan, If a system that requires maintenance
will change ownership
6. Maintenance records,
CERTIFICATION —MU____S__Tz BE COMPLETED AND SIGNED BY BOTH THE CURRENT
PERMIT HOLDE�N6 THE NEW APPLICANT IN THE CASE 6F A CHANGE OF
OWNERSHIP.
FOR NAME CHANGES, COMPLETE AND SIGN ONLY THE CURRENT
PERMITTEE'S CERTIFICATION.
Current Permittee%' Certrfcatr n: _
I. CHA(I (��1 LW( _ M W� attest that this application for a
name/ownership c an as een reviewed -and Is accurate and complete to the best of
my knowledge I understand that if all required parts of this application are not
completed an at If all re iporting information and attachments are not
included, thi app cation age will b eturned as incomplete
Signature, Date'tlllyl 6
New Applicant's Certification: (Must be completed for all transfers of ownership)
I, 41CIhAe-I 5 edre( , attest that this application for an ownership
change has been reviewed and is accurate and complete to the best of my knowledge I
understand that If all required parts of this application are not completed and that If all
required supporting information and attachments are not included, this application
package will be returned as incomplete, /
Signature, � Date /Lilo 6
THE COMPL ..TED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING
ADDRESS'
North Carolina Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extenslon
Wilmington, NC 28405
ATTN. Linda Lewis
Page 2 of 2

Y
r-
1
Y
May 19, 2006
Mr Michael Andres, Secretary/Controller
IKA Works, Inc
2635 NorthChase Parkway, SE
Wilmington, NC 28405
Subject Permit Transfer
Forest Plaza
Stormwater Project No. SW8 880910
New Hanover County
Dear Mr Andres
Michael F Easley, Governor
William G Ross Jr , Secretary
North Carolina Department of Environment and Natural Resources
o �+E,CEI V ED
MAY 3 0 2006
Alan W Klimek, P E Director
Division of Water Quality
On April 20, 2006, the Division received an emailed copy of the Name/Ownership Transfer
form regarding the subject project In a response email, I indicated that the following
information was needed prior to processing your request
1 Please submit the originally signed Name/Ownership Transfer Form The Division is
unable to accept photocopies
2 The person signing the documentation has to be at least the level of vice-president I
can accept your signature on the permit transfer form only if Mr George Kiefer, as
the Managing Director, signs a letter authorizing you to sign the permit transfer
document on behalf of the corporation
3 You will need to sign, date, notarize and return the attached Operation and
Maintenance plan for the ongoing maintenance of the permitted detention pond
4 An inspection of the facilities will need to be done to identify any compliance issues
prior to transferring, unless you are willing to accept the pond in it's current condition
and be responsible for fixing any compliance issues It's been a while since this
pond was inspected, so I'm not sure what to expect in the way of compliance
Please provide the reauested information Drior to June 19, 2006, to continue with the
processing of your request to transfer this permit to you If you have any questions, please do
not hesitate to call me at [phone]
Sincerely,
Linda Lewis
Environmental Engineer II
ENB\arl S\WQS\STORMWATER\LETTERS\2006\880910 may06
cc Chuck Agnoff
Wilmington Regional Office File SW8 880910
Np�j`� Carolina
,Nafi!!'R��l�
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet www ncwatcrouality ore Fax [phone]
An Equal Opportunity/Affirmative Acton Employer —50% Recycled/10%Post Consumer Paper

RE Change in ownership form for stormwater permit
Subject: RE Change in ownership form for stormwater permit
From. "Mike Andres (MAndres)" <MAndres@1ka net>
Date: Mon, 22 May 2006 15 08 11 -0400
To- "'Linda Lewis"' <Imda Lewis@ncmall net>
Linda
I received your letter and will forward you letter authorizing me to sign on behalf of company and Wet Detention
Basin Supplement
We are willing to accept pond in its current condition and fixing it if needed when time comes
thanks
Michael S Andres
IKA Works, Inc - Controller
2635 Northchase Pkwy SE
Wilmington, NC 28409
[phone]ph
[phone]fax
-----Original Message-----
FromLinda Lewis [mailto linda lewisna,ncmail net
Sent Thursday, April 20, 2006 3 15 PM
To Mike Andres (MAndres)
Subject Re Change in ownership form for stormwater permit
Mr Andres
I'll need a letter from Mr Kiefer acknowledging that you are authorized to sign on behalf of the corporation
If you'll be submitting a permit application in the near future, you can submit item 3 with the application, and we
will inspect the project and deal with the compliance issues prior to issuing the pemnt If it will be a while, say 6
months or more, I suggest going ahead and sending in the Operation and Maintenance plan
Linda
Mike Andres (MAndres) wrote
> HI Linda
> I am one of 2 officer for company, my title is Secretary/Controller
> The other officer here in USA is our Managing Director Georg Kiefer
> Do you need a letter from Georg stating my positron on our letterhead9
> Do points 3 & 4 need to be addressed now or when we expand?
> thanks
1 of 3 5/22/2006 3 26 PA

RE Change in ownership form for stormwater permit
> Michael S Andres
> MA Works, Inc - Controller
> 2635 Northchase Pkwy SE
> Wilmington, NC 28409
> [phone]ph
> [phone]fax
>-----Onginal Message-----
• From Linda Lewis [mailto ]coda lewispr email net]
> Sent Thursday, Apnl 20, 2006 12 21 PM
> To Mike Andres (MAndres)
> Subject Re Change in ownership form for stormwater permit
> Mr Andres
> Thank you for this information I am the correct party to address this
> to Please take note of the following items
> I The Attorney General requires the Division to have an onginal
> signature on the document If you could please submit the original to
> us, that would satisfy this requirement
> 2 The rules require that the person signing the documentation has to
> be at least the level of vice-president in the corporation I can
> accept the signature of another party only if it is accompanied by an
> original signed letter of authorization from the president or vice
> president
> 3 As the new pemuttee, you will need to provide a signed Operation
> and Maintenance plan for the existing wet detention pond
> 4 Prior to transferring the permit, the Division will inspect the
> pond for compliance with the current permit Any outstanding
> compliance issues will need to be addressed
> Linda
> Mike Andres (MAndres) wrote
> > Hi Linda
> > I don't know if you are the one to send this to, if not please
> > forward to appropriate party or let me know who that is Attached
> > is SWP Change Form for Permit SW8-880910 Forest Plaza I from Chuch
> > Agnoff to IKA Works, Inc
> > We purchased building and grounds on April 14th, 2006
> > We have plans to expand on the premises and will confur with you
2 of 3 5/22/2006 3 26 PM

RE Change in ownership form for stormwater permit
> > when we are going to go ahead with these plans
> > Thanks in advance <<hpsc204 pdf>>
> > Michael S Andres
> > IKA Works, Inc - Controller
> > 2635 Northchase Pkwy SE
> > Wilmington, NC 28409
> > [phone]ph
> > [phone]fax
3 of 3 5/22/2006 3 26 PM

IKA ______.
Laboratory, Analytical and
Processing Equipment
May 22, 2006
Division of Water Quality
Attn Linda Lewis
127 Cardinal Dnve Ext
Wilmington, NC 28405
Dear Linda
This letter is to confirm that Michael S Andres, Secretary/Controller of IKA Works, Inc,
has the capacity to sign and bind the company on all legal matters, including permit
transfer of S W 8 880910
Sincerely,
e rg
Managing Director — IKA Works, Inc
2635 Northchase Pkwy SE
Wilmington NC 28405 7419
Tel [phone]
Tel [phone]
Fax [phone]
E-mail usa@ika net
www ika net

R� Change in ownership form for stormwater permit
Subject: Re Change in ownership form for stormwater permit
From: Linda Lewis <hnda lewis@ncmail net>
Date Thu, 20 Apr 2006 15 14 40 -0400
To: "Mike Andres (MAndres)" <MAndres@ika net>
Mr Andres
I'll need a letter from Mr Kiefer acknowledging that you are authorized to sign on
behalf of the corporation
If you'll be submitting a permit application in the near future, you can submit
item 3 with the application, and we will inspect the project and deal with the
compliance issues prior to issuing the permit If it will be a while, say 6 months
or more, I suggest going ahead and sending in the Operation and Maintenance plan
Linda
Mike Andres (MAndres) wrote
HI Linda
I am one of 2 officer for company, my title is Secretary/Controller The other
officer here in USA is our Managing Director Georg Kiefer Do you need a letter
from Georg stating my position on our letterhead
Do points 3 & 4 need to be addressed now or when we expand,
thanks
Michael S Andres
IKA Works, Inc - Controller
2635 Northchase Pkwy SE
Wilmington, NC 28409
[phone]ph
[phone]fax
-----Original Message-----
FromLinda Lewis [mailto linda lewis@ncmail net]
Sent Thursday, April 20, 2006 12 21 PM
To Mike Andres (MAndres)
Subject Re Change in ownership form for stormwater permit
Mr Andres
Thank you for this information I am the correct party to address this to
Please take note of the following items
1 The Attorney General requires the Division to have an original signature on
the document If you could please submit the original to us, that would satisfy
this requirement
2 The rules require that the person signing the documentation has to be at
least the level of vice-president in the corporation I can accept the signature
of another party only if it is accompanied by an original signed letter of
authorization from the president or vice president
3 As the new permittee, you will need to provide a signed Operation and
Maintenance plan for the existing wet detention pond
4 Prior to transferring the permit, the Division will inspect the pond for
compliance with the current permit Any outstanding compliance issues will need
to be addressed
1 of 2 4/21 /2006 8 52 AM

Re Change in ownership form for stormwater permit
Linda
Mike Andres (MAndres) wrote
> Hi Linda
> I don't know if you are the one to send this to,
> to appropriate party or let me know who that is
> Change Form for Permit SWB-880910 Forest Plaza I
> IKA Works, Inc
> We purchased building and grounds on April 14th,
> We have plans to expand on the premises and will
> we are going to go ahead with these plans
> Thanks in advance <<hpsc204 pdf>>
> Michael S Andres
> IKA Works, Inc - Controller
> 2635 Northchase Pkwy SE
> Wilmington, NC 28409
> [phone]ph
> [phone]fax
if not please forward
Attached is SWP
from Chuch Agnoff to
confur with you when
2 of2 4/21/2006 8 52 AM

Re Storm Water Permit SW8 880910 Forest Plaza I
Subject. Re Storm Water Permit SW8 880910 Forest Plaza I
From: Linda Lewis <lmda lewis@ncmail net>
Date: Fri, 17 Mar 2006 09 47 09 -0500
To. "Mike Andres (MAndres)" <MAndres@ika net>
Mike
The permits back then were titled "Determination of Compliance" or "Certification
of Compliance", and consisted essentially of a page or two -nothing like today's
permits Additionally, only low density projects were required to submit the
application form The permit was in the file, but there is no application form I
can certainly send you a copy of the permit and I can complete the design
information on pages 1-3 of the pond supplement form based on the approved
calculations and plans, which you can then sign, notarize and return
Linda
Mike Andres (MAndres) wrote
Hi Linda,
I thought I would email you because I am a bit confused about what is on file
with NCDENR related to the Forest Plaza I Project I looked through files on
this project and only saw actual premit For Land Disturbing Activity for
4880910 IKA is buying Forest Plaza I from Bob Fullerton The original owner
was Chuck Agnoff
I was told by engineer with Tripp that a storm water permit existed with above
ref # SW8 880910, but this was not evident in file other then by reference in
letter from McKim and Creed in 1993 by A Street Lee
Our engineer as advised us that it would be beneficial to get current owner to
transfer existing permit in our name prior to closing on builiding He has
agreed to do this, but I can't find copy of permit to have him transfer over
Do you have copy somewhere else Does it really matter if we get this taken
care now if we plan to expand on the site in next 2 years? Does a storm water
permit exist
Help
Please call me if it would be easier to e
Michael S Andres
IKA Works, Inc - Controller
2635 Northchase Pkwy SE
Wilmington, NC 28409
[phone]ph
[phone]fax
I of 1 3/17/2006 10 32 AM

P 1
* * COMMUNICATION RESULT REPORT ( MAR 14 2006 4 32PM ) * * *
TTI NCDENR WIRO
FILE MODE - OPTION ---------- --ADDRESS PAGE
-(GROUP) -- -- ---RESULT ----- --
450 MEMORY TX 9-7921977 OK 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:. R �7 —� /d No. Of Pa es: (excluding cover) cv -
To: From:
CO: _T IL CO: NC DENR
FAX #: / FAX#: 910,350-2004
REMARKS: 1; ^da 1pA1iS (Q nr ✓nA,)L l7Pi�
127 Cardinal Drive Extension, Wilmington, N.C. 26105-3845 Telephone [phone] Fax [phone]
An Equal Opportunity AMMadve Action Employer

0
A
0
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James G Martin, Governor Bob Jamieson
William W Cobey, Jr, Secretary December 31, 1992 Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
Mr Charles Agnoff
Forest Plaza Associates
1221 Great Oaks Drive
Wilmington, North Carolina 28405
Subject Request for Professional Engineers
Certification of Stormwater Comphance
Stormwater Project No 880910
Forest Plaza Phase I
New Hanover County
Dear Mr Agnoff
On September 26, 1988, the Division of Environmental Management issued a Certification of
Compliance with Stormwater Regulations for Forest Plaza Phase I Stormwater Regulation 15A
NCAC 2H 1003(k)(3) stipulates the following
Upon completion of construction, a registered professional appropriate for the type of
Stormwater system designed must certify that the system was inspected during
construction and was constructed in substantial conformity with plans and specifications
reviewed by the Division and complies with the requirements of this rule
As of this date, our records indicate the required engineer's certification has not been
received Operation of the stormwater system prior to submission of the required certification is in
violation of NCAC 2H 1003(1) in accordance with NCGS 143-215 6 If construction of the subject
project has not been completed, please provide wntten notification to this Office prior to January 21,
1993 which includes the present phase of construction and the expected date of construction
completion If the facility has been constructed and placed in operation, please submit the required
certification (attached) immediately Construction is considered complete at the time the project is
occupied by an owner or tenant for its intended use
-continued-
127 Cardinal Dore Extension, Wilmington, NC 28405 3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Amon Employer

Mr Agnoff
December 31, 1992
Stormwater Project No 880910
An inspection of the facility by Regional Office Staff on December 29, 1992 indicates that the
facility is complete and occupied Please submit the attached certification immediately
If you have any questions concerning this matter, please call Ms Linda Lewis or me at (919)
395-3900
Sincerely,
,:..:: = A a E. %
Dave Adlans
Water Quality Supervisor
DA/arl 880910 DEC
cc Mr Sky Conklin, New Hanover County Inspections
(2) Linda Lewis
Central Files

Forest Plaza Phase I
Stormwater Project No 880910
Engineer's Certification
I, , as a duly registered Professional Engineer in the
State of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the project,
for (Project Owner) hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the project construction such that the
construction was observed to be built within substantial compliance and intent of the approved plans
and specifications
Signature
Registration Number
Date

RECEIVED
APR 14 ,r„
BMILLoETR
Wilmington ReBia "' Telephone [phone]
DCb' Poet Office Box 2046 . Wilmington, NC 28402
7 ? 1410 Commonwea8h Dnve . Wilmington, NC 28403
.i Fax [phone]. Construc4on Fax [phone]
April 10, 1992
Mr A Preston Howard, Jr, PE, Regional Supervisor
Wilmington Regional Office
DEPARTMENT OF ENVIRONMENT, HEALTH &
NATURALRESOURCES
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
}
RE FORREST PLAZA, PHASE I
STORMWATER PROJECT NO 880910
Dear Mr Howard
I tried to reach you today to discuss the above referenced project, I was, however,
unable to make contact
Attached is a copy of a letter from McKim & Creed Engineers certifying the construction
of the stormwater requirements on Phase I (This letter was forwarded to you earlier )
We are finalizing plans to submit for a Stormwater Permit and Soil Sedimentation and
Erosion Permit for Phase II on Monday April 13, 1992
The removal of the sediment in the pond basin and over the overflow inlet and outlet
orifice will be accomplished during the clearing and grading work for Phase II
Regrading and reseeding of the pond banks will also be accomplished during the Phase
II clearing and grading work This work will commence as soon as permits are obtained,
hopefully, the last week of April 1992
If th s corrective action Is rot scceptable, please advise
Sincerely,
MILLER BUILDING CORPORATION
)Richard J Xiurst
Vice President
cc Ms Alexis Finn
RJH hh
Builder aM Cene,.1 Contractor &nce 1949

\1
e CHARLES AGNOFF
1221 GREAT OAKS DRIVE
'+J) WIi-MINGTON NC 20405
RECEIVED
APR 0 31992
Memington Regional 0(fics
rr c
April 2, 1992
Mr A Preston Howard, Jr
State of North Carolina
Dept of Environment, Health & Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Dear Mr Howard
I am in receipt of your letter dated March 9, 1992 to Mr Robert Forrest
of Forrest Plaza Associates regarding Stormwater Project No 880910
In the last paragraph of your letter you state that you sent two letters
to me that were returned for No Forwarding Address Should you
need to contact me, please send mail to my home as follows
1221 Great Oaks Drive
Wilmington, NC 28405
CA ddw

tic MILLER BUILDING
161 P02
It c-P. o
,,, ,�_icxr rvcz�•
9tJl"N3 trdB
FM Ctv 251 8262
Mc
K1Mc EFD
arch 19, 1992
Mr Dave Adkins
Division of Environmental Management
127 Cardinal Drive Extension
Wilmington, NC 28405-3345
RE Forrest Plaza Phase 1
Stormwater Project No 888910
..r Mr Adkins
M&C88157
This letter is in reference to the Notice of Violation issued for the subftc
protect on March 9, 1992 This letter is to provide the engineers
certification as requested based on the condition of the system at ti,
Of protect completion
1, Alan Street Lee, being a duly Registered Professional n t in the
State of North Carolina hereby certify that the stormwater sy ... i„ toi i it re•,°
Plaza Phase 1 was constructed in substantial conformity with the .IpLa„ rt t
pians and specifications based on a final inspection performed by our • 4,-
at completion of construction
4e have visited the site after receipt of your letter and obserlie,l erosr^,
and sedimentation in the pond which needs to be aduiez,.tir, by
maintenance personnel Also, the orifice pipe, outlet pipe and protective
I-rec,n were in place, but silted over, both upstream and downstream This
w,li ,dso need 10 be corrected by the owner
Please call me if you have any questions concerning this matter
Since,
t•,1CK#A & CREEp ENGINEERS, P A
�•f. .� 'p,pt7i tee,•
��
-•�& �.iirzl;;•i_9E, P E .•``�R�K CARO(i '
)Srol.,i.t Manager c'���••••ES$Ip'• s
bbs 492
pc Dick Hurst �( 9 6i.:Z
•`�; cryhic cis Finn I�
",,,S7REE1 L�;,••`��,
•eeteetttt,e,,•,

J
a
State of North Carolina 11-1�
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James G Martin, Governor Bob Jamieson
William W Cobey, Jr, Secretary May 1, 1991 Regional Manager
I_�]�+I_f.Y_[U�i]_i� �:19_I[.�i7 u� u1�1�YYli�'u►:��LTe7�'ul�f �11�
Mr Chuck Angoff
Forest Plaza Associates
50 Charles Lindenburg Avenue
Uniondale, New York 11553
Subject CERTIFICATE OF COMPLETION
Engineered Stormwater System
Stormwater Project No 880910
Forest Plaza
New Hanover County
Dear Mr Angoff
On November 8, 1990, the Division of Environmental
Management requested that a Certification of Compliance with
Stormwater Regulations, or written notification which included
the present phase of construction and the expected date of
construction completion for Forest Plaza be provided by December
8, 1990 (copy of letter attached) Stormwater Regulation 15A
NCAC 2H 1003 (k) (3) requires that
Upon completion of construction, a registered
professional appropriate for the type of Stormwater system
designed must certify that the system was inspected during
construction and was constructed in substantial conformity
with plans and specifications reviewed by the division and
complies with the requirements of this Rule.
As of this date, our records indicate that the requested
information has not been received Operation of the stormwater
system prior to submission of the required certification is in
violation of 15A NCAC 2H 1003(1) and is subject to enforcement
action pursuant to NCGS 143-215.6. If construction of the
subject project has not been completed please provide written
notification to this office by May 17, 1991 Please include in
your notification the present status of construction and the
expected date of construction completion If the facility has
been constructed and placed in operation, please submit the
required certification (attached) immediately.
Continued
7225 Wrightsville Avenue Wilmington NC 2W3 3696 0 Telephone 9I9-2564161 • Fax [phone]

Mr Angoff
May 1, 1991
Page Two
--------------
If you have any questions concerning this matter, please
call Alexis Finn at [phone]
Sincerely,
Vnginal Signed 8V
N. PREcTON HOWAR t'
A Preston Howard, Jr , P E
Regional Supervisor
APH/aif 880910 FOL
cc Alexis Finn
Wilmington Regional Office
Central Files

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James G Martin, Governor Bob Jamieson
William W Cobey, Jr, Secretary November 8, 1990 Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
Mr. Chuck Angoff
Forest Plaza Associates
50 Charles Lindenburg Avenue
Uniondale, New York 11553
Subject: Request for CERTIFICATE OF COMPLETION
Engineered Stormwater System
Stormwater Project No. 880910
Forest Plaza
New Hanover County
Dear Mr. Angoff:
On September 26, 1988, the Division of Environmental
Management issued a Certification of Compliance with Stormwater
Regulations for the subject project. Stormwater Regulation 15A
NCAC 2H. 1003 (k) (3) stipulates the following:
Upon completion of construction, a registered
professional appropriate for the type of Stormwater system
designed must certify that the system was inspected during
construction and was constructed in substantial conformity with
plans and specifications reviewed by the division and complies
with the requirements of this Rule.
As of this date, our records indicate the required
engineer's certification has not been received. Operation of the
stormwater system prior to submission of the required
certification is in violation of NCAC 2H.1003(1) in accordance
with NCGS 143-215.3 and is subject to enforcement action pursuant
to NCGS 143-215.6. If construction of the subject project has
not been completed, please provide written notification to this
office which includes the present phase of construction and the
expected date of construction completion. Written notification
is requested to be provided by December 7, 1990. If the facility
has been constructed and placed in operation, please submit the
required certification (attached) immediately. Construction is
considered "complete" at the time the project is occupied by an
owner or tenant for its intended use.
Continued
7225 Wnghmvdle Avenue Wilmington NC 28403 3696 • Telephone 919-25C,4161 • rax 919256-8572

Mr. Angoff
November 8, 1990
Page Two
----------------
If you have any questions concerning this matter, please
call Alexis Finn or me at [phone].
Sincerely,
�1
ave Adkins
Water Quality Supervisor
DA/AIF: 880910.PE
cc: Alexis Finn
CWington—Regiiona-l—Off
Central Files

Engineer's Certification
I , as a duly registered
Professional Engineer in the State of North Carolina, having been
authorized to observe (periodically/weekly/full time) the
construction of the project,
(Project)
for the
hereby state that, to
(Project Owner)
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.
Signature
Registration Number
Date

nir, MWVVax lUulvli
.DEPARTMENT OF ENGINEERING AND rACILITIES
414 CHESTNUT STREET, ROOM 101
WILMINGTON, ,NORTH CAROLINA 28401
iv 1VED
VLKMiT NU. 1, r 4Uu He i sed
Renewed
PERMIT
REGE CTI IT v V
(K;j 121988 FOR A LAND DISTURBjNG A
itsw
as ""ovzP84bylthe New Hanover County Erosion and Sedimentation Control Ordinance
This Permit issued to Qamons Nnrthrhasc Corporatinn
authorizes the development of 751 acres of land at 132 north at NnrthaaSP Suhdivivlon,
in New Hanover County This permit issued on 12-29-87
and effective for one year from this date, is subject to compliance with the application
and site drawings, all applicable regulations and special conditions and notes set forth
below.
It is understood by the applicant that a representative of New Hanover County s
Engineering Department may inspect the site at any time following the issuance of this
Permit A copy of the approved Soil Erosion Plan fnd tih�s Permit must be available at
all times at the site. I
Failure to eyecute the provisions of this permit and thelapproved Soil Erosion Plan,
or any other provisions,of the New Hanover County Soil Erosion and Sedimentation
Control Ordinance, shall result in immediate legal action by the County to the
limits prescribed by the Ordinance If the measures outlined on the approved Soil Erosion
Plan and this Permit prove insufficient, additional Erosion Control measures can and will
be required which in turn be considered provisions of this permit. This Permit does not
preclude any other permits or approvals necessary for beginning or completing this
development It ib the Permittee responsibility to obtain all necessary permits and
approvals.
SPECIAL CONDITIONS
- That no erosion occur.
- That this permit does not preclude previously issued land disturbing permits or any
other permit.
- That all permanent ditches are cut on 3.1 slopes or flatter as shown.
- That all controls are maintained through out the life of the project.
- That storm water management may be install as development progresses, however, erosion
control will be in place. Prior to any disturbance in any basin to include ditching.
- That sediment basin between CP&L R/W and 1-40 R/W will be in place and maintain at
the onset and during the life, respectively, of the project.
E-piratron Date 12-29-88
It is the reponsibility of the
permittee to renew the Permit
as necessary for the life of
the Development
This permit may not be amended
or transferred to arother
party without approval of this
office
co ervation Engine
ew 9anover County
cc Building Inspections
Ackpowledgment of Peceipt of Permit
NIMS MMRO-ASE MICRATION
Owner
PNpZev,, L Ary,M,ous
BY(Please
J Pr i t)
I
SIGN TURL'

ENGINEERING & FACILITIES
C ED HILTON, JR , P E
Director
WYATT E BLANCHARD, P E
County Engineer
October 7, 1988
NEW HANOVER COUNTY
ENGINEERING AND FACILITIES DEPARTMENT
414 CHESTNUT STREET
WILMINGTON, NORTH CAROLINA 28401
TELEPHONE [phone]
RECEIVED
OCT 1 1 1988
Mr. Chuck Angoff Wilmington Regional Office
Forest Plaza Associates DEM
50 Charles Linberg Blvd. Suite 400
Uniondale, NY. 15553
Re: Grading Permit Application G.P. 37-88/533/6/Sept.
Forest Plaza
Dear Mr. Angoff:
This office has reviewed the subject sedimentation and erosion
control plan. We find the plan to be acceptable. HOWEVER,
THIS IS NOT A GRADING PERMIT.
Please be advised that a copy of the approved soil erosion plan
and a copy of issued grading permit must be available at all
times at the site.
New Hanover County's Soil Erosion and Sedimentation control
program is performance oriented. Requiring protection of the
natural resources and adjoining properties. If following the
commencement of the project it is determined that the plan is
inadequate to meet the requirements of the New Hanover County
Soil Erosion and Sedimentation Control Ordinance, this office
may require revisions in the plan and its implementation to
insure compliance with the ordinance.
Recognizing the desirability of early coordination of
sedimentation and erosion control, I would like to arrange a
pre -construction conference with owner/agent, grading
contractor, engineer, and myself. Proceed with the placement
of the planned erosion control measures; these will be
inspected at the pre -construction conference. Please contact
this office to set the date of the pre -construction conference
at which time you shall be issued the grading permit. However,
this permit will not preclude any other permits or approvals
necessary for beginning or completing this development.

Mr. Angoff
Page Number Two
October 7, 1988
Erosion control measures to be installed prior to grading
(1) Retention basin as shown with a controlled outlet.
(2) Construction exit to be located where construction
traffic encounter a paved surface.
(3) Silt fencing as needed.
(4) Contact Ann Hines to outline New Hanover County Tree
Preservation.
I look forward to working with you on this pro3ect.
Sincer l� y,
Craig )
Conservation Engineer
New Hanover County
JC/nb
cc: Miller Building Corporation. P. O. Box 2046
Wilmington, North Carolina
Matt Ashley, McKim and Creed Engineers, 243 North Front
Street, Wilmington, N.C. 28401
/Mark Hawes, D.E.M.
Willis Stancil, Inspections
Ann Hines, County Zoning Officer
RECEIVED
OCT 1 1 1988
Wilmington Regional Office
DEM