SW8960409_HISTORICAL FILE_20121003

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
I� HISTORICAL FILE
L❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
204 /(%O�
YYYYMMDD

Johnson, Kelly
From: Lewis, Linda
Sent: Friday, October 05, 2012 1013 AM
To: Johnson, Kelly; Scott, Georgette; Cox, David
Subject: RE: SW8 960409, Used to be Lowes Foods, Used to be Wilsons, Will Be Chipotle
I am aware of this. I have been waiting for a copy of the City's permit and a signed letter from the permittee
requesting recission of the State permit because it is no longer needed and has been replaced. I believe this is
the protocol we have set up for this type of situation.
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: Johnson, Kelly
Sent: Thursday, October 04, 2012 1:17 PM
To: Lewis,Linda; Scott, Georgette; Cox, David
Subject: SW8 960409, Used to be Lowes Foods, Used to be Wilsons, Will Be Chipotle
We have received notification from NHC Engineering that this parcel has applied for an E&SC. I found the attached
request for rescission from November 2011 in the file, but it hasn't been processed. Evidently the city has issued a
permit for this'lot, and so this project is no longer needed.
Linda, it looks like your writing on the letter? Are you looking for this? Does anyone else know about this?
*** My email has changed to kellv.p.iohnsonOncdenr.eo►►
K.eLLuJohrtis0w
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]
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.

North Carolina Secretary of State
Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 11/2912011
Click here to:
View Document Filings I Sign Up for E-Notifications
J Pre -populated Annual Report Fillable PDF Form I File an Annual Report
Corporation Names
Name Name Type
NC KRG OLEANDER LLC LEGAL
Limited Liability Company Information
SOSID:
1187593
Status:
Current -Active
Effective Date:
2/4/2011
Dissolution Date:
Annual Report Due Date:
4/15/2012
Citizenship:
FOREIGN
State of Inc.:
IN
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
CORPORATION SERVICE COMPANY
Office Address:
327 HILLSBOROUGH STREET
RALEIGH NC 27603
Mailing Address: 327 HILLSBOROUGH STREET
RALEIGH NC 27603
Principal Office
Office Address: 30 S MERIDIAN STREET, SUITE 1100
INDIANAPOLIS IN 46204
Mailing Address: 30 S MERIDIAN STREET, SUITE 1100
INDIANAPOLIS IN 46204
Officers
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
1601
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=9682882 11 /29/2011

30 S. MERIDIAN STREET
SUITE 1100
INDIANAPOLIS, IN 46204
317-577-5600 FAX [phone]
www,kitemaity.com
November 20, 2011
Ms. Linda Lewis
NC Division of Water Quality
® 127 Cardinal Drive Ext.
Wilmington, NC 28405
REALTY GROUP
RE: Request to Rescind Stormwater Permit #SW8-96049
Whole Foods at Oleander y�
Wilmington, NC
Ms. Lewis
I am a senior project manager at Kite Realty Group, which is the new owner
of 3804 Oleander Drive. Our ownership entity for this property is KRG
Oleander, LLC. We request the NCDENR rescind the previous stormwater
permit for the property, which is permit #SW8-9600T9 dated June 11, 1996
and was for the former Wilson's -- Oleander Drive project. It is also my
understanding that this previous permit has since expired.
As part of our new Minor Site Plan approval for the Whole Foods at Oleander
project, the City of Wilmington issued a new Stormwater Permit #2011031
dated November 11, 2011 for the existing high density wet pond.
Should you require any clarification on this request, please feel free to contact
me at [phone] or on my cell at [phone]. I can also be
contacted via email at [e-mail]. Our engineer of record for
this project is Craig Duerr of Withers & Ravenel. He may be contacted at
[phone] or cell at [phone] or email at
[e-mail].
Sincerely,
David C. George, P.E.
Senior Project Manager
KRG
NYSE.

SOSI D: 1187593
r Date Filed. 2I41201 l 11:33:00 AM
State of North Carolina Elaine F. Marshall
' Department of the Secretary of State North Carolina Secretary of State
C201103200334
APPLICATION FOR CERTIFICATE OF AUTHORITY
FOR LIMITED LIABILITY COMPANY
Pursuant to §57C-7-04 of the General Statutes of North Carolina, the undersigned limited liability company hereby applies for a
Certificate of Authority to transact business in the State of North Carolina, and for that purpose submits the following:
1. The name of the limited liability company is KRG OLEANDER, LLC;
and if the limited liability company name is unavailable for use in the State of North Carolina, the name the limited
liability company wishes to use is
2. The state or country under whose laws the limited liability company was formed is: INDIANA
3• The date of formation was JANUARY 13, 2011; its period of duration is. PERPETUAL
4. Principal office information: (Select either a or b.)
a. ® The limited liability company has a principal office.
The street address and county of the principal office of the limited liability company is:
Dumber and Street 30 S MERIDIAN STRE]Ef; 5 1100
City, State, Zip Code INDIANAPOLIS, INDIANA 46204 County MARION
The mailing address, if different from the street address, of the principal office of the corporation is:
b. ❑ The limited liability company does not have a principal office.
5. The street address and county of the registered office in the State of North Carolina is:
Number and Street 327 HILLSBOROUGH STREET
City, State, Zip Code RALEIGH, NC 27603 . County WAKE
6• The mailing address, if different from the street address, of the registered office in the State of North Carolina is:
7• The name of the registered agent in the State of North Carolina is: CORPORATION SERVICE COM PANY
CORPORATIONS DIVISION P. O. BOX 29622 RALEIGH, NC 27626-0622
(1;1;Msed January 2002) (Form L-09)

APPLICATION FOR CERTIFICATE OF AUTHORITY
Page 2
8. The names, titles, and usual business addresses of the current managers of the limited liability company are:
(use attachment J'necessary)
Name Business Addrrss
Mark S. Jenkins 30 S Meridian SOc04-,Suite 1100, Indianapolis, IN 46204
Gregg S. Poetz 30 S Meridian Street, Suite 1100, Indianapolis, IN 46204
Jeffrey S. Wright 30 S Meridian Street, Suite 1100, Indianapolis, IN 46204
Jason Samreny 30 S Meridian Street, Suite 1100, Indianapolis, IN 46204
Kite Realty Group, LP 30 S Mgr-idian St.. Sni tp--It-tin _- rnrti nnnnnl ig IN 46204
9. Attached is a certificate of existence (or document of similar import), duly authenticated by the secretary of state or other official
having custody of limited liability company records in the state or country of formation.. The Certificate of E319jence must be
less than six months'old.; A photocopy of the certification cannot be accepted.
10. If the limited liability company is required to use a fictitious name in order to transact business in this State, a copy cfthe
resolution of its managers adopting the fictitious name is attached.
11. This application will be effective upon filing, unless a delayed date and/or time is specified:
This the day of January, 2011
KRG OLEANDER, LLC
N o Limited Liabii' Company
Signature o anger
JOHN A. KITE
, & CEO of
KITE REALTY GROUP TRUST, the
GENERAL PARTNER of
KITE REALTY GROUP, LP, the
Sole member of KRG OLEANDER, LLC
Type or Print Name
Notes:
1. Filing fee is $250. This document must be filed with the Secretoryiil`$tate.
CORPORATIONS DIVISION P. O. BOX 29622
(Revised January 2002)
RALEIGH, NC :?7626-0622
(1 'arm L-09)

STATE OF INDIANA
OFFICE OF THE SECRETARY OF STATE
CERTIFICATE OF EXISTENCE
To Whom These Presents Come, Greetings:
I, Charles P. White, Secretary of State of Indiana, do hereby certify that I am, by virtue of the laws of the State of Indiana,
the custodian of the corporate records, and proper official to execute this certificate,
I further certify that records of this office disclose that
KRG OLEANDER LLC
duly filed the requisite documents to commence business activities under the laws of State of Indiana on January 13, 2011,
and was in existence or authorized to transact business in the State of Indiana on January 24, 2011.
I further certify this Domestic Limited Liability Company (LLC) las filed its most recent report required by Indiana law with
the Secretary of State, or is not yet required to file such report, and that no notice of withdrawal, dissolution or expiration has
been filed or taken place.
ST
Poet '4ro
In Witness Whereof, I have hereunto set my hand
and affixed the seal of the State of Indiana, at the
city of Indianapolis, this Twenty -Fourth Day of January,
2011.
Charles P. White, Secretary of State
2011011300151 / 2011012465057

STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
WIRO Regional Office
LE ACCESS RECORD
S TION SWP DATEITiME /
NAME l� c REPRESENTING 4 _S
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advance to schedule an appcii-d.rrient for file review so you can be accommodated.
Appointments are scheduled between 9.00 a.m. and 3:00 p.m. Viewing time ends at 4:45
p-m. Anyone arriving without an appointment may view the files to the extent that time -and
staff supervision are available.
2. You must specify files you want to review by facility name or incident number, as
appropriate, The number of files that you may review at one appointment will be limited to
five.
.3, - You may make copies of a file'when the copier is not in use by the staff and if time permits.
There is no charge for_25 or less copes.: cost per -apy after the init4_25 is 2.5 per copy.
Payment is to be made by check, money order, or cash in the administrative offices.
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FACILITY_ NAME COUNTY
2.
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.ter
Signature/Name of Firm or Business Date ' Time In Time Opt
(Please attach business card to form if available)
t� copes=- Amt, Pd.-

July 13, 2007
Mr. Andrew Couch, Vice -President
Boney Wilson and Sons, Inc.
P. O. Box 1000
Portland, Maine 04104
Subject:: Stormwater Permit No. SW8960409
Wilson's — Oleander Drive
New Hanover County
Dear Mr. Couch:
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number
SW8960409 to Boney Wilson and Sons, Inc. for a High Density pond to serve Wilson's —
Oleander Drive on 6 1111996. This permit expired on 6/11/2006. Section .1003(h) of 15 A NCAC
2H .1000 (the stormwater rules) requires that applications for permit renewals shall be
submitted 180 days prior to the expiration of a permit and must be accompanied by a
processing fee, which is currently set at $420.00. If this is still an active project please complete
and submit the enclosed renewal application in a timely manner. If this project has not been
constructed and a permit is no longer needed, please submit a request to have the permit
rescinded. If you have sold the project, or are no longer the permittee, please provide the name,
mailing address and phone number of the person or entity that is now responsible for this
permit. Enclosed is a form for change of ownership, which should be completed and submitted if
the property has changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted
treatment units a certification of completion be submitted to the Division from an appropriate
designer for the system installed. This is to certify that the permitted facility has been installed in
accordance with the permit, the approved plans, specifications and supporting documentation.
Please include a copy of the certification with your permit renewal request and processing fee.
Enclosed is a copy of a sample certification. Also enclosed is a new Operation and Maintenance
agreement that should be completed and submitted along with your renewal application.
You should be aware that failure to provide the Designer's Certification and the operation of a
stormwater treatment facility without a valid permit, are violations of NC General Statute 143-
215.1 and may result in appropriate enforcement action including the assessment of civil
penalties of up to $10,000 per day.
If you have any questions, please feel free to contact staff in the stormwater group at 910-796-
7215.
Sincerely,
Ed Beck, Regional Supervisor
Surface Water Protection Section
Wilmington Regional Office
Enclosures
cc: Wilmington Regional Office

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Date Design Andrew and Kuske Sheet
7/0/9d j7w� 202 N. Fifth Ave. CONSULTING ENGINEERS, INC W irringtor), N.C. 28401 Of
Check Job For G✓��r�^-i1' Job No.
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Check Job For Job No.
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Check Job rT-t For A✓14J-C;--4- ' Job No.
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ESTIMATION OF
DIMENSIONS FOR
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0 5 10 15 20 25
D I N F T.
STONE SIZE AND
CULVERT APRONS
Step 1> Esllmale Row velocity Vo at culvert or
paved chonnal outlet.
Slop 7> Far pipe culvarls Do Is dloenater.
For pipe orch, arch and box ex,lvarte and
paved channel ouUsls. D o - A o, *hors
A o — noes sectional woo o1 [tor
at outlet.
For multlpls nulvarls, us* 1]0 " 1.73 x Do
of otngle culvert.
Slop 3> For apron grades"*( 10x 0t sleapar, uss
recommendations for narl hIghsr tons
(zonal I thru 5)
ta,
p
ry
APRON MATERIAL
LENGTH OF APRON
TO PROTECT
CULVERT
LI
10 PAD-VIT
SCOUR IIDLE
L7
1
51ona FYllnq (the)
3 x D o
4 x D 0
7
Slone F1111ng (L1ghl)
3 r D a
6 X 0 0
3
Stone FWMg (medium)
4 M D o
a W D a
4
Slane FIMQ (Ileavy)
4—■ D 0
5 e 0 a
5
Slone Fllltng (11savy)
S x D o
10 e D 0
6
Slone Fltllnq (if Iavy)
6 NO 0
17 1. 0 0
7
Spoelol study roqulrad (energy dlslpalors, sli+llnq booln
or larger stone ilia.)
SOURCE BANKS MD CHANNEL DINING PROCEEDURES,
N.Y.D.OT., DIVISION OF DESIGN AND CONSTRUCTION, 197E

=/G
Ontm the ave�e V lacity is deta=ined, tom. travell tame can be
as: L
_
Tt 3600 V
(3) open Cr nznPl Flaw - For open &�nnie1 flaw, the time is
c spited using an estimated velocity of flaw in the &arse.i secticn.
The velocity is estimated using Manning- s equation expressed as
follows:
1.49 � sh
V r
n
use
V is velocity in feet per secmd (fps)
r is the hydraulic radius which is equal to the &2-Innel
area divide by the wetted perimeter or the tperi rite
length of sides and bath below the line of flow.
s is the slope of the hydraulic grade 1im or ct,2.r^r�P-11
slape In ft/ft and
n is the Marnirxg's rcu#mesG coefficient
Cnce the ave,•�e velocity is dete-rmined fz the above eax:aticn, the
travel time can be cued as in 2. a.bcve .
The time
of =rantratic n, Tc, is a !7, m ati an of t`,e thzee t--,rvP-1
times c=urlted in
the precedirxg stj� .
.
The rainfall
intensity
for design = be .obtained
frm tie late_ i ty-
Daraticrt-Freque=y Table
or the equatic zs provided
below.
The returns
[` period for design in the City of Wi 1mi ngt n for
sts 1ter t
systems is the
10-year reti= fray event.
.;
TNTE`LS=-DUR. CN--F±-aDzJa;Cf TA=*
-
WmNUIJ= , NC
-
Return Period ->
WFATICN
2-yr
5-yr 10-yr 25-yr
50-yr
100-yr
C in/hr ]
[ in/hr ] ( in/hr ] [ in/hr ]
in/hr I
[ in/hr ]
5 min
5.88
6.63 7.23 8.15
.8.87
9.60
10 min
5.06
5.76 6.30 7.13
7.79
8.45
15 min
4.36
4.97 5.45• 6.17
6.75
7.32
30 mire
3.17
3.79 4.25 4-.92
5.44
5.96
60 min
2.10
2.58 2.92 3.41
3.80
4.18
2 hr
1.18
1.47 1.67 1.96
2.19
2.41
3 hr
0.88
1.10 1.25 1.47
1.65
1.82
6 hr
0.55
0.70 0.80 0.95
1.07
1.18
12 hr
0.33
0.42 0.48 0.57
0.64
0.71
24 hr
0.19
0.24 0.28 0.33
0.38
0.42
*`-pure.: Master
Cr � *age
I=pruveDeiTt & Storwater Managment
Plan, Vol. 1,
Mr -Kim & Creed,
June 1988..
T-9.21

NORTH CAROLI NA
DEPARTMENT OF TRANSPORTATION
RALEIGH
STANDARD SPECIFICATIONS
FOR .
ROADS AND 'STRUCTURES
SECTION 942
RIP RAP MATERIALS
942-1 PLAIN RIP RAP.
Stone for plain rip rap shall consist of field stone or rough unhewn
quarry stone. The stone shall be sound, tough, dense, resistant to the
action of air and water, and suitable in all other respects for the pur-
pose intended. Where broken concrete from demolished structures or
pavement is avnilnhle, it may he used in place of stone provided that
such use rneets with the approval of the Engineer. However• the use
of broken concrete which contains reinforcing steel will not be
permitted.
The stone or broken concrete shall he l,,raded to meet the following
requirements:
1. For Class 1 Rip Rap. Stone shall vary in weight from 5 to 200
pounds. At least 30 percent of the total weight of the rip rap
shalt he in individual pieces weighing a minimum of 60 pounds
e:ich. Not more than 10 percent of the total weight of the rip rap
may he in individual pieces weighing less than 15 pounds each.
2. For Class 2 Rip Rap. Stone shall vary in weight from 25 to 250
pourds. At least 60 percent of the total weight of the rip rap
shall be in individual pieces weighing a minimum of 100 pounds
each. Not more than 5 percent of the total weight of the rip rap
mac be in individual pieces weighing less than 50 pounds each.
942-2 .-`TONE FOR EROSION CONTROL.
The stone shall be of a hard, durable nature and shall range in size
as follows:
Class Size
A 2" - 6"
B 5"_ 15"
All stone shall meet the approval of the Engineer. While no specific
gradation is required, the various sizes of stone shall be equally dis.
tributed within the required size range. The size of an individual
stone particle will be determined by measuring its long dimensions.

Page 1 of 1
North Carolina
Elaine F. Marshall DEPAR` MENT 0FTHE
Secretary SECRETARY OF STATE
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Corporation Names
Name Name Type
NC Boney Wilson & Sons, Legal
Inc.
Business Corporation Information
SOSID:
FID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
Agent Name:
Registered Office Address
Registered Mailing
Address:
Principal Office Address
Principal Mailing Address:
Stock
0163454
560709778
Current -Active
1/4/1960
Domestic
NC
Perpetual
Corporation Service Company
327 Hillsborough Street
Raleigh NC 27603
327 Hillsborough Street
Raleigh NC 27603
145 Pleasant Hill Road
Scarborough ME 04074
PO Box 1000
Portland ME 04104-5005
Class Shares No Par Value Par Value
COMMON 200000 0.1
PREFERRED 2000000 0.1
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
http://www.secretary,state.nC.us/Corporations/Corp.aspx?PItemld-4648458 3/28/2005

Noi-th Carolina
Department of Environment and Natural Resources
t)ivision o1,11'ater Quality
Wilming(otl Regional Office
Michael F. Easley, Governor
William G. Russ, Jr., Secretary
April 20. 2001
Mr. ]lick Garrett. ,Ir. Managlno Member
Southport Trading Company, LLC
110 Box 4839
Wilmington, NC 28406
Subject: Ownership ,
Lowe's Foods Oleander Drive
Stormwater Project No. 9604.09
New Hanover County
Dcar Mr. Garrett:
As the permittee for the Lowe's Foods on Pine Grove Drive, E was hoping you could help me track down
someone in the Lowe's Foods Company that l could talk to regarding the store on Oleander Drive. It has changed
hands twice since the Wilson's sold out, and the permit was not transferred either time. Do you have a name and a
telephone number of someone in the Lowe's Foods company that I could get in touch with to start the transfer
process?
Thank you for any assistance you can render in this matter.
Sincerely;
Linda Lewis
Environmental Engineer
RSSlarl: SAWQSISTORM WATILETTERSM0409.APR
cc: Linda Lewis
127 Cardinal Dr. F,xl., Wilnlinglon, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Fniplover 50%. recycled110 !, post-cnrlsomcr paper

GuruV
State of North Carolina
Department of Environment, Health, and Natural Resources ..
Wilmington Regional Office
James B. Hunt, Jr. DIVISION OF ENVIRONMENTAL MANAGEMENT Jonathan B. Howes
Governor WATER QUALITY SECTION Secretary
June 11, 1996
Mr. Phil Norris, P.E.
Andrew and Kuske
202 North Fifth Avenue
Wilmington, North Carolina 28401
Subject: ADDITIONAL INFORMATION
Stormwater Project No. SW8 960409
Wilson's - Oleander Drive.
New Hanover County
Dear Mr. Norris:
The Wilmington Regional Office received previously requested information for the Stormwater
Management Permit Application for Wilson's - Oleander on May 15, 1996, A preliminary review of that
information has determined that the application is not complete. The following information is needed to
continue the stormwater review:
1. For the outlet structure, how will trash be precluded from clogging the orifice? It appears
that the runoff drains through the 15" pipe from the pond and into the manhole without
benefit of a trash rack.
2. Does Mr. Andrew Couch, as Senior Real Estate Representative, meet the signature
requirements of .1003 (e)(1-4)? The regulations require at least.the level of Vice -President
for a corporation, general partner for a limited partnership, or the proprietor for a sole
proprietorship.
3. On the permit application, the owner is listed as Azalea Plaza, Ltd, c/o Robert Bellamy. If
Hannaford/Boney Wilson and Sons has signed the application, then the owner must also be
listed as Hannaford/Boney Wilson and Sons, or the application must be signed by someone
of at least the level of vice-president or general partner of Azalea Plaza, Ltd. Please clarify.
4. Please add the redevelopment statistics to the application, ie, previous existing impervious
area amount, proposed impervious area, etc., as requested for the Brunswick Community
College project of a similar nature.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Norris
June 11, 1996
Stormwater Project No. SW$ 960409
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to July 11, 1996, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
DA/arl: S:1WQSISTORMWATIADDINFO1960409.JLN
cc: Linda Lewis
Central Files
2

DIVISION OF ENVIRONMENTAL MANAGEMENT
NORTH CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATION
I. GENERAL INFORMATION /
1. Project Name 4 Gs40Atf
2'. Location, directions to project (include County, Address, State Road) Attach map. AA1114 ✓0t35k-
3. Owner's Name
4. Owner's Mailin
4-'ii`
i %14k1A1t WW,, NG
State ZiF-.
5. Application date 3%/3I�96 Fee enclosed
6. Nearest Receiving Stream Class
7. Project description�-
SU 7-7 J .�'� �_!�/�—ill' L c�C .!•T •O Y�i�/ �l f ��' /)/� �t�� /�/
4Jl[ �ir��-�2.�/ - 6✓ &Ja: '
II. PERMIT INFORMATION
1. Permit No. cro k raiw i.by a,-.c 5 LW $ q(,04 6
2, Permit Type _>�,__ New Renewal Modification (existing Permit No.)
3. Proj Type ____ Low Density X Detention Infiltration Other _ Redevelop _ Gen'l
4. Other State/Federal Permits/Approvals Required «,x n= bar
CAMA Major Sedimentation/Erosion Control j< 404 Permit
III. BUILT UPON AREA (PIme � NCAC 2H. 1005 tbru .1007 for 2ppli=He 6=siry Simic)
Drainage Drainage
Basin Basin_
Classification
Allowable Impervious Area
Total Pr-ejeet Area
Proposed Impervious Area I,Lgc 4 ; �F
% Impervious Area
I V . STORMW ATER TREATMENT (Desoibs haw t4..ft mn be ac.d)
Dir Cert
-p)t Breakdown of Impervious Area
(Picas in&c= Wow thr dmbn imperious ucs)
Buildings Z76o0 fC
Streets
Parking/SW , GYM
Other
Totals

V_ DEED RESTRICTIONS AND PROTECTIVE COVENANTS
4y
Deed restrictions and protective covenants are required to be recorded for all Iow density projects and
all subdivisions prior to the sale of any lot. Please see Attachment A for the specific items that must
be recorded for the type of project applied for.
By your signature below, you certify that the recorded deed restrictions and protective covenants for
this project shall include all the items required by the permit, that the covenants will be binding on all
parties and persons claiming under them, that they will run with the land, that the covenant cannot be
changed or deleted without, concurrence from the State, and that they will be recorded prior to the sale
of any lot.
VI. OWNER'S CERTIFICATION
1, 14*W0e&1 D. CUCf , certify that the information included on this permit
(PJ= v-t a we — d—+y)
application form is correct, that the project will be constructed in conformance with the approved
plans, that the deed restrictions will be recorded with all required permit conditions, and that to the
best of my knowledge, the proposed project complies with the requirements of 15A NCAC 2H.1000.
I authorize the below named person or firm to submit stormwater plans on my behalf.
Owner/Authorized A ent�nature and Tide Date
O. y: w rs, A-4c� 1c,.'srm%_4 X�OWC rorlex
>�vR : �a��f j✓ILsav� ,ra�rs� .tic.
VII. AGENT AUTHORIZATION (MUST BE coMPu=)
Person or firm name!✓ �,aQy CIa%Il.�sr��loiVS, .G�c.
Mailing Address
City 100-Liv,
�� &Y /ab
State W4 Zip s4f/0 Phone v�T-�113 apl�
Please submit application, fee, plans and calculations to the appropriate Regional Office.
cc: ApplicantlWiRO/Central Files
Tr-;!fj Dffice;ase"oily'
Fir. 11 �t �7 q.�`J���r
i1 E �L 4 Ll i' , ii L' UL, rS
E C E 1 V E
APR 0 81996
D E M
PROD #(A)8,`l(PDqft

Andrew & Kuske
CONSULTING ENGINEERS, INC.
May 14, 1996
NC Department of Environment, Health
and Natural Resources
Division of Environmental Management
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Wilson's at Oleander Drive
Request for Additional Information
Stormwater Project No. 960409
A&K Project No. 95015
Dear Ms. Lewis:
John R. Andrew, P.E.
J. A. Kuske, RE,
J. Phillip Norris, P.E.
S��Re�dtrviq
I�R
E C E I V E
MAY 15 lass
PROJ # -%k) Oq
In regard to your comment letter of May 7, 1996 we are responding
as follows:
1. No agent authorization letter should be necessary as Boney
Wilson and Sons, Inc.. and Hannaford are the same company.
Hannaford has kept the Wilson name in North Carolina because
it is widely recognized.
2. The 1.83 acres has been delineated on the enclosed drawing.
3. The outlet structure functions as our usual design except it
is removed from the pond edge and is located in -line on the
outlet piping. The orifice hole is drilled in a stainless
steel flow control place which is removable for cleaning
purposes.
Please let us know if you need any additional information.
Sincerely,
REW & SK
D TI E INEERS, INC
. Phillip Norri , P.E.
JPN/sbs
enclosure
cc: Mr. Bill McKenney/Hannaford Bros. Co.
202 North Fifth Avenue Wilmington, North Carolina 28401 Telephone; 910/343-9653 Facsimile; 910/343-9604

State of North Carolina
Department of Environment, Health, and Natural
Wilmington Regional Office
James B. Hunt, Jr. DIVISION OF ENVIRONMENTAL MANAGEMENT
Governor WATER QUALITY SECTION
Mr. Phil Norris, P.E.
Andrew and Kuske
202 North Fifth Avenue
Wilmington, North Carolina
Dear Mr. Norris:
May 7, 1996
28401
Resources
Subject: ADDITIONAL INFORMATION
Stormwater Project No. 960409
Wilson's @Oleander Drive
New Hanover County
Jonathan B. Howes
Secretary
The Wilmington Regional Office received a Stormwater Management Permit Application for
Wilson's @Oleander Drive on April 8, 1996. A preliminary review of that information has determined
that the application is not complete. The following information is needed to continue the stormwater
review:
1. Please provide an signed agent authorization per NCAC 2H.1003 (e), from the owner,
Hannaford, allowing Boney Wilson and Sons, Inc. to sign the permit application and
maintenance agreement for them. Please make sure the authorization provides the printed
or typed name of the contact at Hannaford. Also, please provide the name of the person
from Boney that is signing the application - I cannot read it.
2. Please delineate the 1.83 acre drainage area to the pond.
3. Please expiain how the outlet structure will function. I am unable to understand how it will
work based solely on the detail provided.
127 Cardinal Drive Extension. Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Aftirmxtive Action Employer

Mr. Norris
May 7, 1996
Stormwater Project No. 960409
--------------------------------
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to June 7, 1996, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
DAlarl: S:IWQSISTORMWATIADDINFO1960409.MAY
cc: +E da-Lew"I
Central Files
2

ATTACHMENT A
LOW DENSITY AND SUBDIVISION PROJECTS
GENERAL SUBMITTAL REQUIREMENTS
i . A completed stormwater permit application.
2. Two sets of plans showing north arrow, scale, revision date, property/project boundaries, lot lines,
proposed and existing contours, drainage areas, mean high water line, wetlands, easements, the 30'
minimum vegetated buffer between impervious areas and surface waters, proposed impervious areas,
and road cross -sections.
3. Calculations of the build -upon area, for subdivisions, please show the methodology for arriving at the
per lot built -upon area. For non -subdivision projects, please break down the calculation into
buildings, roads, parking, and other (include all impervious areas).
4_ Low density projects with curb and gutter will require:
a. Drainage area delineation and swale locations shown on the plans.
b. Detail of the swale, showing minimum 5:1 side slope.
C. Velocity calculations, indicating a non -erosive flow for the 10 yr storm.
d. Inlet and outlet elevations. Maximum longitudinal slope is 5%.
e. The type of vegetated cover specified on the plans.
DEED RESTRICTIONS REQUIREMENTS
The following statements must be included for all low density projects, and for all subdivisions:
No more than square feet of any lot, including that portion of the right-of-way between
the edge of pavement and the front lot line, shall be covered by impervious structures, including
asphalt, gravel, concrete, brick, stone., slate or similar material, not including wood decking or the
water surface of swimming pools. This covenant is intended to ensure continued compliance with the
stormwater permit issued by the State of North Carolina. The covenant may not be changed or
deleted without the consent of the State.
No one may fill in or pipe any roadside or lot -line swale, except as necessary to provide a minimum
driveway crossing.
For curb and gutter projects, no one may pipe, fill in, or alter any lot line swale used to meet North
Carolina Stormwater Management Permit requirements.
NOTE: If lot sizes vary significantly, the owner/developer must provide an attachment listing each lot
number, size, and the allowable built -upon area for each lot.

Andrew & Kuske
CONSULTING ENGINEERS, INC.
202 North Fifth Avenue
Wilmington, NC 28401.
REC"D APR 0 {81996
Sr,�� ..L(IT(��0
LETTER OF TRANSMITTAL
John R. Andrew, P.E.
J. A. Kuske, P.E.
J. Phillip Norris, P.E.
Telephone: [phone]
>''acsimilet 910/343-9604
To: '� j C 1✓ EH I y R �� �
Date: 3 —
Job No.: S�
Attention: I r�
r 1 �ct�
Subject:
OVC-IX-i 'L�`
WE ARE SENDING YOU
VIA
O Shop Drawings []
[ ] Specifications ( ]
[)
[ ] ATTACHED
( ] UNDER SEPARATE COVER
Prints {] Tracings
Disks [ ] Copy of Letter
FAX TRANSMITTAL' NUMBER OF PAGES
INCLUDING THIS TRANSMITTAL
Call 910/343-9653 if you have any
difficulty receiving this message
COPIES
DATE
NO.
DESCRIPTION
3ii
M&0+enQjncs_1
ct s
3
kek. dos . W
W 2 fi 2 e
ats of Plans
E C E I V E
P .08 1996
U
D E M
THESE ARE TRANSMITTED AS CHECKED BELOW:
For Approval
For Your Use
As Requested
For Review and Comment
FOR BIDS DUE
REMARKS: _-Rip-as-e,
[] No Exceptions Taken
[] Make Corrections Noted
[] Amend and Resubmit
(] Your Prints Returned After Loan To Us
(]
[] Rejected -See Remarks
[J Returned For Corrections
(] Return Corrected Prints
cc: f 1 -4'J/LA(,V
Signed:_al I
CONFIDENTIAL AND PRIVILEGED: Information contained in this document is privileged and confidentilal, intended for the
sole use of the addressee. If you are not the addressee or the person responsible for delivering it to the addressee
you are hereby notified that any dissemination, distribution or copying of this document is strictly prohibited.
If you have received this document in error please immediately notify the sender and return to the address above.