SW8040727_HISTORICAL FILE_20120216

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW "Y
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�(
YYYYMMDD

-STD
PERMIT NO. .
DOC TYPE .
.:.
DATE OF
RESCISSION
R=DIVISION CODING"SHEET--- _. ....:... ...._.,,:.:-.._:.::.
RESCISSIONS _
,_ �..j

Pusey, Steven
From: Betty Bisbee [[e-mail]]
Sent: Thursday, February 16, 2012 4:32 AM
To: Pusey, Steven
Subject: RE: Driftwood Apartments
Hi: My address is:
WHFD
P. O. Box 547
Wilmington, NC 28402
or if you send one to Doug, he will just give it to me.
Thanks for your help.
Betty B
---Original Message ---
From: "Pusey, Steven"
Sent: Feb 15, 2012 4:59 PM
To: Betty Bisbee
Subject: RE: Driftwood Apartments
OK, then I need to send you a copy as well. Can you advise your address please?
Thanks,
Steve
From: Betty Bisbee [mailto:bisbee1020earthlink.net]
Sent: Wednesday, February 15, 2012 4:24 PM
To: Pusey, Steven
Subject: Re: Driftwood Apartments
Mr. Steven: You are not correct. WHFD is the organization; however, I am in charge of WHFD.
I have many titles: exec. director, administrator, Program Manager/Accountant. Whatever, I just
do the work. I work with Judy as manager of Driftwood. Judy needs a copy. My records consist
of tenants, revenue and expenses, audit, etc. pertaining to management, but none concerning the
documents of original construction.
I am sure that Judy is happy to have this issue resolved.
Doug is the chairman of WHFD's Board of Directors.
Betty Bisbee
-----Original Message --
From: "Pusey, Steven"
Sent: Feb 15, 2012 3:07 PM
To: Betty Bisbee
Subject: Driftwood Apartments
Dear Betty:
I just want to confirm that the property manager of Driftwood Apartments is WHFD. I discussed this
project with Doug Donald of WHFD and will send a copy of the recent inspection report to his office, as
well as the owner, Judy Core of Integra Investment Holdings.

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North Carolina Secretary of State
Page 1 of 1
North. Carolina
Elaine F Marshall D EPARTM ENT OF THE
Secretary SECRETARY OF STATE
PC Box 29622 Raleigh, NC 27626-0622 (919)6074000
Date: 2/15/2012
Click here to:
View Document Filings I Sign Up for E-Notifications I
J Pre -populated Annual Report Fillable PDF Form I File an Annual Report I
Corporation Names
Name Name Type
NC DRIFTWOOD GENERAL LEGAL
PARTNER, LLC
Limited Liability Company Information
SOSID:
0748392
Status:
Current -Active
Effective Date:
10/18/2004
Annual Report Due Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
BLANCO TACKABERY COMBS & MATAMOROS, P.A.
Office Address:
110 S STRATFORD RD, FIFTH FLOOR
WINSTON SALEM NC 27114
Mailing Address:
PO DRAWER 25008
WINSTON SALEM NC 27114 5008
Principal Office
Office Address:
9650 1 KLAND ROAD, SUITE 103 #126
RA�LEIGH NC
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TrollV*1
ID
-a
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Mailing Address:
9650 STR1GKLANDDRROAD, SUITE 103 #126
�� a
RALEIGH NC 276151�
Officers
Title: MANAGER
Name: I GRA INVESTMENT HOLDINGS
Business Address: 9650 KLAND ROAD, SUITE 103 #126
RALEIGH N
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
2162
http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=6539625 2/15/2012

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North Carolina Secretary of State
Page 1 of 1
North Carolina
Maine F. Marshall D EPARTM ENT" OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 2762"622 (919)8074000
Date: 2/15/2012
Click here to:
View Document Filings I Sign Up for E-Notifications I
'J Pre -populated Annual Report Fillable POF Form I File an Annual Report 1
Corporation Names
Name Name Type
NC INTEGRA INVESTMENT LEGAL
HOLDINGS, LLC
NC BLUE DOLPHIN PREV LEGAL
INVESTMENTS, LLC
Limited Liability Company Information
SOSID:
0625839
Status:
Current -Active
Effective Date:
4/1/2002
Annual Report Due Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
BLANCO TACKABERY & MATAMOROS, P.A.
Office Address:
110 S STRATFORD ROAD
WINSTON-SALEM NC 27104
Mailing Address:
PO DRAWER 2500.8
WINSTON-SALEM NC 27114
Principal Office
Office Address:
130114"N7-3A6E. ABRY HIGHWAY #358
33618
J 0 7 Thou v !!e 7>�,
TAMPA FL
l
Mailing Address:
130i�'I�+i�LE MARRY HIGHWAY #358
-T& MOQ, f L 33 62LI
TAMPA FL 33 �+
q /
Officers
Title:
MANAGER
Name:
UR DITH MAR CORE
Business Address:
130 LE MARRY HIGHWAY #358
TAMPA FL 33
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
2162
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North Carolina Secretary of' State
Page I of 1
Nnrth farolina
Elaine F Marshall DEPARTMENT OFTHE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 2/15/2012
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 I
Corporation Names
Name Name Type
NC INTEGRA DEVELOPMENT LEGAL
PARTNERS, LLC
Limited Liability Company Information
SOS I D:
0662413
Status:
Current -Active
Effective Date:
2/5/2003
Annual Report Due Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
BLANCO TACKABERY & MATAMOROS, P.A.
Office Address:
110 SOUTH STRATFORD ROAD - 5TH FLOOR
WINSTON SALEM NC 27104
Mailing Address: P.O. DRAWER 25008
WINSTON-SALEM NC 27114
Principal Office
Office Address: 9 RICKLAND RD STE 103 #126
RALEIG 15
Mailing Address: 9650 I<LAND RD STE 103 #126
RALEIGH NC Z7
Officers
Title: MEMBER
Name: JUDITH M CORE 11079 TrvuY� lie D1''
Business Address: —I -DAtE-MABRY-HteHWPs"3S8"
TAM PA T4Af g, FL 3 3 t -LI
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
2162
http://www.secretary.state,nc.us/corporations/Corp.aspx?Pitemld=5611977 2/15/2012

CA2010127016.57
SOSID: 0662413
BERNARD R08INSON & CO Fax:[phone] Apr 8 2010 11 Date Filed: 5/7/2010 1:39:00 PM
Elaine F. Marshall
North Carolina Secretary of State
LIMITED LIABILITY•COMPANY (LLC) CA201012701657
ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY; N,EW _IXTEf RSA_ DEVELOPMENT, LLC _ —
STATE OF FORMATION: NC
SECRETARY OF STATE LL.C. iD NUMBER: 0511789
FISCAL YEAR ENDING: 12
MONTH/DAY/YEAR
if this Is the first annul report Illinp, Y00 MUST COMPLETE THE ENTIRE FORM. If your
LLC's information has not changed since the prevlaus report, pfeace check the box
and complete line 7,
I. REGISTERED AGENT A REGISTERED OFFICE STREET ADDRESS -INCLUDE COUNTY' Must he a North Carolina addrewt
Name; 131ANCO TA Fi.ABERRY TAM R . A.
Addsecs: Oil �' ROAD— 5TH FLOOR WINSTON SALEM NO 27104 FOgSyTH
2. REG6 EREDOFFICE MAILING ADDRESS IF OIFFEREUT FROM THE$TREETA0DRESS:
P.0 DRAWER 2500.8
WINSTON 'SALEM, NC 27,1.14
3. IF THE REGISTERED AGENT CHANGED. THE NEW AGENT MUST SIGN:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. ENTER PRINCIPAL OFFICE ADDRESS AND rELEPHONE NUMBER HERE:
Address:13 014 N . DALE MARRY HIGii'A1AY _# 3 5-8 TAM -A, k'L ­ 33 618
Telephone Numhar, includin4 area code 21 - 8 Q_1:-- 413 4
h. BRIEFLY DESCRIBETNE NATURE OF RUSINfieS:. .
AFFORDABLE HOUSING DMMLOFMENT
B ENTER NAME, TITLE, AND BUSINESS ADDRESS OF MANAGER(SYMEMBER(S) OR IF THE LLC KAS NEVER HAD.ME.MBERS, ITS,ORWIZERS: (ATTACH.
ADDITIONAL PAGES IF RECERSARY)
NAML,7MITH X, 9QU „_: BUSINE39ADDRESS- 1 _
TMANAGSR — T — — —.
NAME- BUSINESS ADDRESS- '
NAME- _ _ BUSINESS ADDRESS'
7. CERTIFICAI'l0 F ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES.
n V
.fORHi OFBE N flEplbiEMAER . DATE
TYPE OR PRINT NAME- ; TITLE
ANNUAL REPORT FEE: $200 MAIL TC: Secretary of Stele • Corporations Dtvlslon +Post Omce Box 28525 • Ralelgh, NC 27626-0625
Maa
042a-07

1
State of Narth Caratlua
Departwent of the Secretary of State
SOS I D: 0648874
Date Filed: 2/21/2005 8:24:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200504900493
Amendment to Certificate of Domestic Wanted Partnership
k. Reorm AdmovAcr!S mentto Use Cdy
ame: Deborah L. McKenney, Blanco Tackabery
Wailing Address: P.O. Drawer 2500E
Winston-Salem, NC Cityrstatemll: 27114.6(l08
Read Instructions on reverse before beginning. Attach additional pages as needed. No. pages
OL-3—l.
H. Name of limited partn rship (must contain words •lim:tee pxtncrsh;)'): ❑riftrwood Wilmington Limited Partnership
C. Date of original riling with secretary of stare: October 10, 2002 D. File number originally assigned by Sccrctary cf State 648874
E. ChwW or emend as follows (complete all licable seer n
I Name of limited partaership changed to:
I.Num of r 'stcred agent EL=Ned to:
3.A&dM;s of registered olrtt:e Changed to:
StrawN„mber. City: NC I zip:, cotmuy:
4.Address orofEice where records are kept changed to:
Street/Nutnba: City: NC Zip: t'cunty:
3. Address offollo%i era) dmxqed to: 6. Following s added;
Name
Narrm
Center to Create housing Opportunities
street!
Number
strecy
Number
1203 Foxfire Drive
City/St
�„e1;
Greensboro, NC 27410
Guilford
February 14, 2005
7.Folto wing 1SWreneraY withdrawn
8. d CONTINUATION OF HUSINI:SS. After an every of withdrawal,
the limited partnership intends m continue business pursuant to N.0 Gen. Stahrte
59 d01.
hank
street!
city&Aftrzy
10. Other information:
CMAY
withdrawal Data
1. Ifute genre partner is an WividuA complete this R ction Date
a. Ntmta
Signature
b. Name
S' nature
c- Name
swzg.
2. If le general nnner is a coMoration or other cntily, turn etc this section. Date
a. Name of ter Lion or ouca>; Driftwood General Partne
ame orofr= Judith fA. Core
Title oroffl=si Managing Member of Blua Dolphin
si
b_ Naate ofeorporation orotha entity Investments, LLC,
Name ofoff si i jg
Tide ofofficersigning Member
signature
e. Narnc oftotporatiun or other Cori Center to Create
Namc of ofl ca a' en
.443
d
NOMi Ftlin&fft4W00'q1is document and one enact or conformed copy must be filed w lb the Secretary of Starr.
(9rtrtred Jmrmay 2M) Fam LF-02
CORPORATIONS DIVL%ION P.O. SOX 29622 RAI,FIGH, NC 216264622

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To: Jovame Davos Pace 5 of 5 M11-06-16 16:06:17 (GMT) SOSID• 0748392
Date filed: 5/16/2011 8:41:00 AM
Elaine F. Marshall
North Carolina Secretary of State
CA201111800391
"(;:MItITW74
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AfEWL
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NA41EOFtJ*ITEPLIAft"CDUPANr DrlltwmWGm 2lPartow,LLC
SECRUAW OF STATE ID MAC 0748392 STATEQF FORtiAi Tf= NC
REPORTFORTW ... YEAR: ' '- 2011 .. - ...
SECTION A: , • . _ , - .. .. ..
1. MW OF K4WOlEDAGENT: :Slaneo lwksbey Combs k Ma mmm P.A.
• �� ' ''��. &iGlfFlTWi� f7FTi{E NEVI/REGdS7'ER£DRGENT: -- '.
• , . _ dl0wlftRE eenSTrtuTCB tmr�►rTl'o T11e AF409tfi1�t'Urt ' .. .
3, REGI&1IIiE!? Ot FiCREEiADDiiE93 d�CCU1#TY '•.. #e RE(i18i13iF.1? P>GE FtA1L1NKi,ADpgE6$ .
•.110S Stratford RcL Filth flow PO Dnmw2M
' - • . Wirntnn Salem. idC 71111 Forsytfi -' Wit�on 886enL NC i7714 5008 .. • .. .
1. DESCREPT M OF UTI>11E OF 8I.MDOW. Dcv$opmau Of Lm hmmt e!musl3 -
•:2. PROICIPAI. O*-JM PFtM l XRM (910) a@1-4134 '' #, PfigICIAAL OMA.E "AlL:
� PR% VAL OWCE STREET Al)DRf.S,S S COUffff . �. PWNCII'AL OFRCCMMI iN(3 ADDR�$6
. . _.9KSOStric#had J<sod, Sidec 16,7 il7d 4630 Strlcklnl aired. 3�rlts 103 Ei?S ..
et%ft NC 2761S Wsko .. NC 2M6
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NAM la ih M Com 1dAMlE ' t0w -
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ADORESS AD>]RESS ADDRESS
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To; Jovamia Daves Pape 2 of 5
2011-06-1615 0&17 (GMT)
SOSCD: 0748392
Date )wiled: 5/17/2011 8:41:00 AM
Effective: 12/15/2010
Elaine F. Marshall
North Carolina Secretary of State
C201111706382

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Pusey, Steven
From: Dave Koss (Dave. [e-mail]]
Sent: Wednesday, February 08, 2012 7:54 AM
To: Pusey, Steven
Cc: Betty Bisbee; [e-mail]
Subject: Driftwood
Attachments: 2751_001.pdf
Steven
I was able to make a field inspection of the stormwater system for the apartment complex on February 7, 2012. The
cattails that had filled in the wet detention pond near the parking area have been removed and I now consider the
system to be operating in accordance with the original permit/design. Attached is the completed certification forms.
If you have any questions, please let me know.
David M. Koss, PE

ft
State Stormwater Management Systems
Permit No. SW8 040727
Driftwood Apartments
Stormwater Permit No. SW8 040727
New Hanover County
F
Designer's Certification
iyq M , k05.5 , as a duly registered�-
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
DQ�M�oo� ,�P�RT��Nrs -
(Project)
for jug; CoRts - DR:�Woo0 WtLA4WgJb,.3 t,p (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 specification;
Signature
Registration Number 74 b(fl
Date re64,)Q-it,
C�0
V00.-K _9
, ) Y
SEAK
_ Sal
1W.
Page 6 of 7

State Stormwater Management Systems
Permit No. SW 8 C4072r
Certification Requirements:
�1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area,
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
a
9. vegetated slopes are no'steeper than 3:1.
i 0. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. Tlie permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
?13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Tony Roberts, New Hanover County Building Inspections
Para 7 of 7

Pusey, Steven
From: Dave Koss [[e-mail]]
Sent: Wednesday, February 08, 2012 10:28 AM
To: Pusey, Steven
Cc: Betty Bisbee; [e-mail]
Subject: RE: Driftwood
Ok, I will send out today.
Dave Koss
From: Pusey, Steven[mailto:[e-mail]]
Sent: Wednesday, February 08, 2012 10:17 AM
To: Dave Koss
Cc: Betty Bisbee; yudyaa intearadevelooment.net
Subject: RE: Driftwood
Dave,
Thanks for the certification email. Please send an original hard copy by regular mail.
Regards,
Steve Pusey, DWQ
From: Dave Koss [mailto:Dave [e-mail]]
Sent: Wednesday, February 08, 2012 7:54 AM
To: Pusey, Steven
Cc: Betty Bisbee; WJ integradevelooment.net
Subject: Driftwood
Steven:
I was able to make a field inspection of the stormwater system for the apartment complex on February 7, 2012. The
cattails that had filled in the wet detention pond near the parking area have been removed and 1 now consider the
system to be operating in accordance with the original permit/design. Attached is the completed certification forms.
If you have any questions, please let me know.
David M. Koss, PE

.2j _
f by

Pusey, Steven
From: Betty Bisbee [[e-mail]]
Sent: Thursday, February 02, 2012 11:49 AM
To: Pusey, Steven
Subject: Re: Certification of Driftwood Apartments - SW8 040727
Hi: I forwarded your note to David Koss who was paid by Driftwood Wilmington LLC
to perform an inspection priorto issuing the certification. He was the original engineer.
I copied Judy Core, the Owner.
Mr Lucas is not an employee of us or Judy.
Let me know if you do not hear from Mr. Koss.
Thanks, Betty Bisbee
--Original Message -----
From: "Pusey, Steven"
Sent: Feb 2, 2012 10:38 AM
To: "[e-mail]"
Cc: "Scott, Georgette", "ImanlevrQaol.com" , "Cox, David"
Subject: Certification of Driftwood Apartments - SW8 040727
February 2, 2012
Attention: Betty Bisbee
Cc: Bob Lucas
Dear Ms. Bisbee:
I am following up on an email from David Cox to you on August 1, 2011 about an email from you to Angel
Hammers on March 30, 2011. You responded on August 3, 2011 stating that Mr. Koss, the architect/engineer,
was going to inspect the site again and issue a certification. To date, we have not received or heard anything.
If there is an issue with payment of the certification and it involves the previous owners, it is up to the current
owner to make payment and resolve the issue later with the other party, in court if necessary. The bottom line
is that you must submit an engineer certification for the stormwater system.
I will need to have the engineer's certification by February 10, 2012. If it is not submitted by then, I have no
choice but to start this whole process over again. This means that I will have to re -inspect the site and, most
likely, will issue a Notice of Violation with recommendation for enforcement. The notice would also include any
maintenance issues that need to be resolved.
Regards,
cS'tcvz,c G. MAC-*
Environmental Engineer
NCDENR - Div. of Water Quality
Surface Water Protection
Ph [phone] / Fax [phone]
Before printing this email, please consider your budget and the environment.
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.

77
I
7-

Pusey, Steven
From: Pusey, Steven
Sent: Thursday, February 02, 2012 10:36 AM
To: '[e-mail]'
Cc: Scott, Georgette; '[e-mail]'; Cox, David
Subject: Certification of Driftwood Apartments - SW8 040727
Importance: High
February 2, 2012
Attention: Betty Bisbee
Cc: Bob Lucas
Dear Ms. Bisbee:
I am following up on an email from David Cox to you on August 1, 2011 about an email from you to Angel Hammers on
March 30, 2011. You responded on August 3, 2011 stating that Mr. Koss, the architect/engineer, was going to inspect
the site again and issue a certification, To date, we have not received or heard anything.
If there is an issue with payment of the certification and it involves the previous owners, it is up to the current owner to
make payment and resolve the issue later with the other party, in court if necessary. The bottom line is that you must
submit an engineer certification for the stormwater system.
will need to have the engineer's certification by February 10, 2012. If it is not submitted by then, I have no choice but
to start this whole process over again. This means that I will'have to re -inspect the site and, most likely, will issue a
Notice of violation with recommendation for enforcement. The notice would also include any maintenance issues that
need to be resolved.
Regards,
Environmental Engineer
NCDENR - Div. of Water Quality
Surface Water Protection
Ph [phone] / Fax [phone]
Before printing this email, please consider your budget and the environment
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.

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Cox, David
From: Betty Bisbee [[e-mail]]
Sent: Wednesday, August 03, 2011 2:02 PM
To: Bob Lucas; [e-mail]; [e-mail]
Cc: Cox, David
Subject: Re: Fwd. Certification of Driftwood Apartments
Mr. Cox: The architect, Mr. Koss, was on the property in May and inspected. There were issues that needed
to be corrected. We have performed the work that he requested. Mr. Koss will be back for another
Inspection and hopefully everything will be resolved.
I will ask Mr Koss to get in touch with you.
Thanks, Betty Bisbee
-----Original Message -----
From: Bob Lucas
Sent: Aug 3, 2011 &59 AM
To: [e-mail], [e-mail], wessell@bellsouth,net
Cc: [e-mail]
Subject: Fwd: Certification of Driftwood Apartments
WHFD, Wilmington Housing Finance and Development is the property manager of Driftwood Apt. The owner,
architect and engineer have been informed of the issue. Ms. Hammers has/had in her records the email
addresses and mailing addresses of the parties for notification and communication.
-----Original Message -----
From: Cox, David <[e-mail]>
To: Imanleyr <[e-mail]>
Cc: Scott, Georgette <[e-mail]>
Sent: Mon, Aug 1, 2011 12:01 pm
Subject: Certification of Driftwood Apartments
Mr. Lucas,
am following up to an email from you, to Angela Hammers on March 30, 2011. Angel is no longer working with
NCDENR. Based on the last email correspondence there seems to be an issue with the payment of the
certification and it involves the previous owners. I'm not sure of the specifics but, the present owner of the facility
is to provide the latest information. If the original engineer won't provide the engineer's certification over a
payment then it is the responsibility of the present owner to provide one when NCDENR request it. I'm not real
sure on what your role is in this but it would be appreciated that any information that can help resolve this matter
please be directed to me. I would really like to resolve this matter as soon as possible. My goal is to solve this
issue in a reasonable amount of time so if you could, please forward this message to all parties that are still
involved in this matter. Please understand that this office has not received an acceptable Plan of Action in
response to an Notice of Violation issued on March 16, 2011, and still expects one within 30 days of receipt of this
email.
Regards,
David Cox

• -! . ti
Cox, David
From:
Cox, David
Sent:
Monday, August 01, 2011 1:01 PM
To:
'[e-mail]'
Cc:
Scott, Georgette
Subject:
Certification of Driftwood Apartments
Mr. Lucas,
I am following up to an email from you, to Angela Hammers on March 30, 2011. Angel is no longer working with
NCDENR. Based on the last email correspondence there seems to be an issue with the payment of the certification and it
involves the previous owners. I'm not sure of the specifics but, the present owner of the facility is to provide the latest
information. If the original engineer won't provide the engineer's certification over a payment then it is the
responsibility of the present owner to provide one when NCDENR request it. I'm not real sure on what your role is in
this but it would be appreciated that any information that can help resolve this matter please be directed to me. i would
really like to resolve this matter as soon as possible. My goal is to solve this issue in a reasonable amount of time so if
you could, please forward this message to all parties that are still involved in this matter. Please understand that this
office has not received an acceptable Plan of Action in response to an Notice of Violation issued on March 16, 2011, and
still expects one within 30 days of receipt of this email.
Rega rds,
David Cox

Hammers, Angela
From: Bob Lucas [[e-mail]]
Sent: Wednesday, March 30, 2011 1:39 PM
To: Hammers, Angela
Cc: bisbee102@earthlink. net; [e-mail]; [e-mail];
wesse I I @ bel I so u th. net
Subject: Stormwater Plan Sign Off/Driftwood
Ms. Hammers,
Thank you for discussing the Driftwood Apartment issue with me. In researching the issue of the failure of the engineer to
certify the Stormwater as bunts for Driftwood Apartments, I have been able to identify an issue of payment between the
project engineer and the owner. The original developer of the site was Regency Development. It no longer exists as an
entity. The original engineering firm was Fenner and Proffit of Wilson, NC and that firm no longer exists. Mrs. Judy Core is
the current owner and that ownership is by way of her past relationship with Regency. Mr. David Koss was the project
engineer who designed the drain ag e/stormwater features. He now works for KCI of Raleigh, [phone]. Mr Koss is
aware that the plan has not been certified and was asked to do so by WHFD when the first notification was sent to Mrs.
Core and cc'd to WHFD as property manager. It is my understanding that Mr. Koss' refusal stems from non-payment for
services . It is also my understanding that he was to work directly with Mrs. Core to complete the certification and that has
not been accomplished to date.
Would you mind directing a copy of the notices of violation to Mr. Koss at this address:
Mr. David Koss, P.F.
KCI Engineering
4601 Six Forks Rd.
Suite 220
Raleigh, NC 27609
Thank you for your assistance,
Bob Lucas
WHFD

STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
WIRO Regional Office
SECTION SWP
NAME
FILE ACCESS RECORD
DATE/TIME
REPRESENTING
Guidelines for Access: The staff of the Regional Office is.dedicated to making public recordsin our
custody readily available to the public for review and copying. We also have the responsibility to tie public
to safeguard these records and to carry out our day-to-day program obligations, Please read carefully the
following before signing the form.
-1. Due to the large pubiic demand for i'lie. accp. s, we request that you'call at least a day in
advance to schedule an appointment for file ,:, Vluw so you can be accommodated.
Appointments are scheduled between 9:00 a.m. and 3:00 p.m. Viewing time ends at 4:45
,.a 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 change for 25 or less copies.: cost per copy after the initial 25 is 2.5 per copy.
Payment is to be made by check, money order, or cash in the administrative offices.
4. Files must be kept in the order you received them. Files may not be taken from the office.
No briefcases, large totes, etc. are permitted in the file review area. To remove, alter,
deface, mutilate, or destroy material in public files is a misdemeanor for which you can be
fined up to $500.00.
5. In accordance with GS 25-3-512, a $25.00 processing fee will be charged and collected for
checks on which payment has been refused.
6. The customer must present a photo iD, sign -in, and receive a visitor. sticker prior to
reviewing files.
FACILITY NAME
2.
4.
5
Signature/Name of Firm or Business Date
(Please attach business card to form if available)
Copes: Amt. Pd:
COUNTY
if 10
Time In Time Out

To; Georgette Scott Pape 1 of 2 2010-09-24 19:04:18 (GMT) 19198821032 From: Judith Core
FAX COVER SHEET
TO Georgette Scott
COMPANY NCDENR
FAX NUMBER 19103502004
FROM Judith Core
DATE 2010-09-24 19:03:58 GMT
RE Driftwood - Violation Nov-2010-PC-0967
COVER MESSAGE
Please see the.attached information
www.efax.com

To: Georgette Scott Pape 2 of 2 2010-09-24 19:04:18 (GMT) 19198821032 From: Judith Core
FAX/TRANSMITTAL
TO: Georgette Scott — NCDENR
FROM: Judy Care —Driftwood Wilmington LP
CC: David Koss — KCl/Betty Bisbee - Driftwood
DATE: 9/24/2010
RE: Violation Nov-2010-PC-0967
Ms. Scott — I apologize for the delay in communication regarding the above stated
violations. Your letter went to a very old address and I did not receive a copy until
someone from the registered agent sent me a copy.
I am trying to reach the engineer of record, Mr. David Koss. He currently works for KCI
in Raleigh. I've left him a message as well as emailed him, but have not received any
return communication.
I'd like to request the following as the Plan of Action: within 30 days we will have the
engineer's certification to your office. Additionally, we will have a landscaping vendor
remove cattails in Pond 1 so as to cover less than 50% of the surface area of the basin.
We will have the landscaper repair any eroded areas, mow and re -vegetate the side slopes
as necessary, remove debris and unclog any clogged portion of the outlet structure,
orifice device, catch basis and piping.
On that date, I will submit a statement of certification and pictures if necessary to satisfy
NCDENR that the above actions have occurred.
My contact information is as follows:
Judy Core
Driftwood Wilmington LP
9650 Strickland Road, Suite 103-126
Raleigh, NC 27615
919.801.4134 mobile
919.882.1032 fax
[e-mail] - email
JUDY M. CORE
9650 STRICKLAND ROAD STJITE 103-120
RALEIGH, NORTH CAROLINA 27615
919.801,4134 MOBILE
919.882.1032 FAX
J UDYnaj NTE G RARE V ELOP MENT, NET
JUDYMCOR aYAHOO.COM

Hammers, Angela
From: Hammers, Angela
Sent: Thursday, December 09, 2010 8:04 AM
To: 'Judy Core'
Subject: RE: Driftwood Apartments, SW8 040727
Ms. Core,
Thank you for the update. I certainly appreciate your cooperation. I will watch for the PE certification later this month or
the first of next year. Just let me know if you need more time, I know with the holidays, things slow way down around
here and maybe with the engineering firm too.
Hope you have a good holiday!
Sincerely,
Angel Hammers
From: Judy Core mailto:iud inte radevelo ment.net
Sent: Wednesday, December 08, 2010 10:27 AM
To: Hammers, Angela
Cc: [e-mail]
Subject: RE: Driftwood Apartments, SW8 040727
1 am very sorry, your email went into my spam folder! Yes the cattails have been taken care
of, I need to get the engineer back out there to inspect and also get the certification to you.
will get this to you this month, hopefully before the holidays. So sorry for the delay!!!
Judy M. Core, MA
PhD Student, Fielding Graduate University
MAILING ADDRESS
9650 Strickland Road, Suite 103
#126
Raleigh, NC 27615
919.801.4134 Mobile
919.882.1032 Fax
Skype - judy.core
judy(u�i, ntegradevelopment.net �—
'ud mcor ahoo.com
From: Hammers, Angela fmailto:[e-mail]
Sent: Wednesday, December 01, 2010 3:32 PM
To: [e-mail]
Cc: a b byP retention ponds. com
Subject: Driftwood Apartments, SW8 040727
Good Afternoon Ms. Core,

Hammers, Angela
From: Hammers, Angela
Sent: Monday, January 31, 2011 1:39 PM
To: 'Judy Core'
Subject: Driftwood Apartments, SW8 040727, Engineer Certification Status
Dear Ms. Core,
I just left a voicemail for you in regards to the state stormwater permit for Driftwood Apartments (SW8 040727). The
latest note I had received was that the cattails had been taken care of, and the engineer would need to get the
certification completed.
Please let me know the status of this certification.
Thank you.
Sincerely,
Avw,06 hammers
Environmental Specialist
NC Department of Environment and Natural Resources
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Office: 910.796.7215
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.

I hope this finds you well. I am writing to get a status update on the stormwater system project for Driftwood
Apartments (SW8 040727). The last written notification I had was that the maintenance work and certification of the
ponds would take 30 days, somewhere around October 25, 2010. 1 did hear from Abby at Retention Pond Services
around that time with a note that work was yet underway.
Please update me on the progress of the compliance work. If you have any questions, don't hesitate to contact me.
Sincerely,
Angel Hammers
Environmental Specialist
NC Department of Environment and Natural Resources
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Office: 910.796.7215
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.
No virus found in this message.
Checked by AVG - www.avg.com
Version: 10.0.1170 / Virus Database: 426/3304 - Release Date: 12/08/10

Hammers, Angela
From: Hammers, Angela
Sent: Wednesday, December 01, 2010 3:32 PM
To: '[e-mail]'
Cc: '[e-mail]'
Subject: Driftwood Apartments, SW8 040727
Good Afternoon Ms. Core,
I hope this finds you well. I am writing to get a status update on the stormwater system project for Driftwood
Apartments (SW8 040727). The last written notification I had was that the maintenance work and certification of the
ponds would take 30 days, somewhere around October 25, 2010. 1 did hear from Abby at Retention Pond Services
around that time with a note that work was yet underway.
Please update me on the progress of the compliance work. If you have any questions, don't hesitate to contact me.
Sincerely,
Angel Hammers
Environmental Specialist
NC Department of Environment and Natural Resources
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Office: 910.796.7215
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.

Hammers, Angela
dsi�r owrn�r r^�
From: Hammers, Angela
Sent: Monday, September 27, 2010 1:06 PM
To: 'judy@integradevelopment. net'
Subject: Driftwood Apartments (SW8 040727)
Ms. Core,
Ms. Georgette Scott forwarded your message about the Driftwood Apartments to me. Thank you for your response
have accepted the plan of action with a proposed completion date of October 25, 2010.
I will update the contact address for this permit so any future correspondence may get to you more timely. This does
bring me to a question however. The original state stormwater permit application listed Driftwood Limited Partnership
as the Applicant and yourself as the General Partner to Blue Dolphin Investments, LLC (the permit lists the same as the
Permittee). In the faxed message you sent, the organization listed is Driftwood Wilmington LP. Is Driftwood Wilmington
LP a different organization than Driftwood Limited Partnership? The difference from state stormwater is an
administrative address change or the need for a transfer of ownership form.
Please note that in my inspection report, I did mention that the pond had a nice grouping of arrowhead type aquatic
vegetation along the banks of the forebay. These plants are beneficial for water quality and I would encourage them to
remain along the shoreline, if possible. Thanks again for your assistance with this permit.
Sincerely,
Angel Hammers
Environmental Specialist
NC Department of Environment and Natural Resources
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Office: 910.796.7215
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.
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UNITED STATES-ROST MSEA;?#1CWP.::F0:' r a:.`_ ;� ;'i.
0 •`�f.,-•f :pf'?Vi,:`,tJ�:iY :r ,-Y~?i�, �i�:� 9' �:43 � � f' �x�� � %''r.. SP5""':�. w"""'""'.•,.
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• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR • Division of Water Quality
Surface Water Protection Section
127 Cardinal Drive Extension
Wilmington, NC 28405
�e�,, fii?i1fFJfE EfI IE:Ef�ftll�!iEE}!!l 3 P
1101 z 7

�+-+v��
NCDENR
Norm Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
August 23, 2010
CERTIFIED MAIL #7008 1140 0002 9561 9616 CERTIFIEbWAIL #7008 0002 9561 9609
RETURN RECEIPT REQUESTED RETURN! RE IPT REQUESTED
Ms. Judith Core, Manager Mr. David Bla o
Blue Dolphin Investments, LLC, General Blanco Tackaber & Matamoros, PA
Partner 110 S. Stratford Rd. th Floor
Driftwood Limited Partnership Winston Salem, NC 2 4-4299
c/o Integra Development Partners
4325 Lake Boone Trail, Suite 200
Raleigh, NC 27607
Subject: NOTICE OF VIOLATION, NOV-2010-PC-0967
Permit Condition Violations
Stormwater Management Permit No. SW8 040727
Driftwood Apartments
New Hanover County
Dear Ms. Core and Mr. Blanco:
This letter is to notify you that you are in violation of Title 15A North Carolina Administrative
Code (NCAC) 2H .1003 for failing to comply with terms, conditions and limitations of a
Stormwater Management Permit No. SW8 040727.
Dee Freeman
Secretary
On August 17, 2010, Angela Hammers of the Wilmington Regional Office performed an
inspection to determine the status of compliance with Stormwater Permit SW8 040727. This
permit was issued to you on September 13, 2004 for the Driftwood Apartments Project located
at 3805 Princess Place Drive, Wilmington, New Hanover County, North Carolina.
As a result of the site inspection and DWQ file review, the following violations are noted:
Failure to Submit an_Engineer's Certification. Title 15A NCAC 2H .1008 Q)
requires that upon completion of construction, the designer for the type of
stormwater system installed must certify that the system was inspected during
construction, was constructed in substantial conformity with plans and
specifications approved by DWQ, and complies with the requirements of this
Section. As of the date of this letter, DWQ has not received this certification.
2. Failure to Maintain the Stormwater System. At all times, the permittee shal I
provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency. It was observed that
maintenance including removal of wetland vegetation in excess of 50% coverage
of Pond 1 basin was not being conducted.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org
NorthCarotina
NahlrYMlY
An Equat Opportunity 1 Affirmative Action Employer

Ms. Judith Core & Mr. David Blanco
Driftwood Apartments
Stormwater Permit No. SW8 040727
As stated in the permit, the approved Operation and Maintenance Plan must be followed
in its entirety and maintenance must occur at the scheduled intervals, including, but not
limited to:
• Semi-annual Inspections
• Sediment Removal
• Mowing and re -vegetating of side slopes
• Immediate repair of eroded areas
• Maintenance of the side slopes in accordance with the approved plans and
specifications
• Debris removal and unclogging of the outlet structure, orifice device and
catch basins and piping.
Required Response
This Office requires that you respond to this letter in writing to the address listed at the bottom of
the letterhead within 34 calendar days of receipt of this Notice. Please provide a written "Plan .
of Action" which outlines the actions you will take to correct the following violation(s) and a time
frame for completion of those actions.
1. Submit an engineers' certification of the stormwater system to this Office.
2. Leave cattails or other indigenous wetland vegetation along the vegetated pond shelf
and forebay berm. Remove other cattails within Pond 1 basin to cover less than 50%
surface area of the basin.
Thank you for your immediate attention to this matter. Please be advised, these violations and
any continuing or future violations are subject to a civil penalty assessment of up to $25,000.00
per day for each violation pursuant to North Carolina General Statute 143-215.6A.
This office requires that the violations, as detailed above, be abated and properly
resolved. Should you have any questions regarding these matters, please contact either
Angela Hammers or myself at [phone].
Sincerely,
LJ
eor ette coS� tt,
9 ,
Stormwater Supervisor
Surface Water Protection Section
GSlakh: S:IWQSISTORMWATERINOTICE1040727.aug10
Enclosures: Inspection Report
cc: John Hennessy- NPSACOU
David Koss, PE (Fenner & Proffitt, Inc)
City of Wilmington Stormwater Services
New Hanover County Engineering Department
Angel Hammers; WiRO Files; DWQ Central Files
Page 2 of 2

State Stormwater Management Systems
Permit No. SW8 C40727
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 r
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no'steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. Tl e permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Tony Roberts, New Hanover County Building Inspections
Pang 7 r)f 7

State Stormwater Management Systems
Permit No, SW8 040727
Driftwood Apartments
Stormwater Permit No. SW8 040727
New Hanover County
Designer's Certification
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 specification:
Signature
Registration Number
Date
SEAT.
Page 6 of 7 �..

NC DENR - Division of Water Quality
Surface Water Protection Section
127 Cardinal Drive Extension
Wilmington, NC 28405
Fenner & Proffitt, Inc.
125 Barnes Street W.'
Wilson, NC 27893
Nx�CIE 278 DE: i
� WlNEY dOYYES
02 1R $ 00.440
0006559826 AUG27 2010
MAILED FROM ZZIPCODE 28405
00 09/01/10
RETURN TO SENDER
NOT DCLXVERAMLE AS ADDRESSED
UNA91-1Z TO FORWARD
20405540627 *0254-09935-27-40
11)llll,l111111111111l111)111l),l!llllM!11)1)rld111111!111

(1)
Quality Park Item #90019
Treated with an Anti -Microbial Agent to guard against
the growth of bacteria, mold, mildew, fungus and odors
Licensed b y &lverco

NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
August 23, 2010
Division of Water Quality
Coleen H. Sullins
Director
CERTIFIED MAIL#7008 1140 0002 9561 9616
RETURN RECEIPT REQUESTED
Ms. Judith Core, Manager
Blue Dolphin Investments, LLC, General
Partner
Driftwood Limited Partnership
c/o Integra Development Partners
4325 Lake Boone Trail, Suite 200
Raleigh, NC 27607
CERTIFIED MAIL #7008 0002 9561 9609
RETURN RECEIPT REQUESTED
Mr. David Blanco
Blanco Tackaberry & Matamoros, PA
110 S. Stratford Rd. 51h Floor
Winston Salem, NC 27104-4299
Subject: NOTICE OF VIOLATION, NOV-2010-PC-0967
Permit Condition Violations
Stormwater Management Permit No. SW8 040727
Driftwood Apartments
New Hanover County
Dear Ms. Core and Mr. Blanco:
Dee Freeman
Secretary
This letter is to notify you that you are'irr violation of Title 15A North Carolina Administrative
Code (NCAC) 2H .1003 for failing to comply with terms, conditions and limitations of a
Stormwater Management Permit No. SW8 040727.
On August 17, 2010, Angela Hammers of the Wilmington Regional Office performed an
inspection to determine the status of compliance with Stormwater Permit SW8 040727. This
permit was issued to you on September 13, 2004 for the Driftwood Apartments Project located
at 3805 Princess Place Drive, Wilmington, New Hanover County, North Carolina.
As a result of the site inspection and DWQ file review, the following violations are noted:
Failure to Submit an Engineer's Certification. Title 15A NCAC 2H .1008 0)
requires that upon completion of construction, the designer for the type of
stormwater system installed must certify that the system was inspected duri ng
construction, was constructed in substantial conformity with plans and
specifications approved by DWQ, and complies with the requirements of this
Section. As of the date of this letter, DWQ has not received this certification.
2. Failure to Maintain the Stormwater System. At all times, the permittee shal I
provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency. It was observed that
maintenance including removal of wetland vegetation in excess of 50% coverage
of Pond 1 basin was not being conducted.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: wuvw ricwalerqualo,org
None
ithCarolina
Naturttzlly
An Equal Opportunity 1 Ai&matve Action Employer

Ms. Judith Core & Mr. David Blanco
Driftwood Apartments
Stormwater Permit No. SW8 040727
As stated in the permit, the approved Operation and Maintenance Plan must be followed
in its entirety and maintenance must occur at the scheduled intervals, including, but not
limited to:
• Semi-annual inspections
• Sediment Removal
• Mowing and re -vegetating of side slopes
• Immediate repair of eroded areas
• Maintenance of the side slopes in accordance with the approved plans and
specifications
• Debris removal and unclogging of the outlet structure, orifice device and
catch basins and piping.
Required Response
This Office requires that you respond to this letter in writing to the address listed at the bottom of
the letterhead within 30 calendar days of receipt of this Notice. Please provide a written "Plan
of Action" which outlines the actions you will take to correct the following violation(s) and a time
frame for completion of those actions.
1. Submit an engineers' certification of the stormwater system to this Office.
2. - Leave cattails or other indigenous wetland vegetation along the vegetated pond shelf
and forebay berm. Remove other cattails within Pond 1 basin to cover less than 50%
surface area of the basin.
Thank you for your immediate attention to this matter. Please be advised, these violations and
any continuing or future violations are subject to a civil penalty assessment of up to $25,000.00
per day for each violation pursuant to North Carolina General Statute 143-215.6A.
This office requires that the violations, as detailed above, be abated and properly
resolved. Should you have any questions regarding these matters, please contact either
Angela Hammers or myself at [phone].
Sincerely, .
eorgette Cott,
Stormwater Supervisor
Surface Water Protection Section
GSlakh: S:IWQSISTORMWATERINOTICE1040727.aug10
Enclosures: Inspection Report
cc: John Hennessy- NPSACOU
David Koss, PE (Fenner & Proffitt, Inc)
City of Wilmington Stormwater Services
New Hanover County Engineering Department
Angel Hammers; WiRO Files; DWQ Central Files
Pagc 2 ol'2

Compliance Inspection Report
Permit: SW8040727 Effective: 09/13/04 . Expiration: 09/13/14� Owner: Driftwood Wilmington Limited. Partnership
Project: Driftwood Apartments-',
County: New Hanover 3805 Princess PI Dr
Region: Wilmington
• WImington'NC 28409
Contact Person: Judith Core -Hicks Title: Managing Partner Phone: [phone]
Directions to Project:
1-40 to Hwy 17 Business. turn right @ light. Princess Ptace Drive angles off to the right just past intersection of Market Street and Kerr.
Type of Project: State Stormwater - HO - Detention Pond
Drain Areas: 1 - (Smith Creek) (03-06-23 ) ( C;Sw)
2 - (Smith Creek) (03-06-23 ) ( C;Sw)
On -Site Representative(s).
Related Permits:
Inspection Date: 08/17/2010 Entry Time: 11:50 AM
Primary Inspector: Angela K Hammers
Secondary Inspector(s):
Reason for Inspection: Other
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant ■ Not Compliant
Question Areas:
State Stormwater
(See attachment summary)
Exit Time: 12:20 PM
Phone: [phone]
Ext.731.7
Inspection Type: Compliance Evaluation
Page: 1

Permit: SW8040727 Owner - Project: Driftwood Wrlmington Limited Partnership
Inspection Date: 0811712010 Inspection Type: Compliance Evaluation Reason for Visit: Other
Inspection Summary:
The following deficiencies were noted during the inspection:
1. An engineer's certification was not found in the file.
2. More than 50% of the surface area of Pond 1 was covered with cattails.
To bring this system into compliance, the following must be completed:
1. Submit a PE certification of the stormwater system to this Office.
2. Maintain the stormwater system according to the signed Wet Detention Basin Operation and Maintenance Agreement,
to include:
Remove cattails when they cover 50% of the basin surface. Please note that these plants are encouraged to
grow along the vegetated shelf and forebay berm.
If you have questions, please contact me at [e-mail] or 910-796-7317.
File Review -
Yes
No NA
NE
Is the permit active?
■
Cl ❑
❑
Signed copy of the Engineer's certification is in the file?
❑
■ ❑
❑
Signed copy of the Operation & Maintenance Agreement is in the file?
e
❑ ❑
❑
Copy of the recorded deed restrictions is in the file?
❑
❑ ■
❑
Comment: An engineer's certification was not found in the file.
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? ❑ ■ ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ ❑ ❑ i❑ ■
upon request?
Comment: Pond 1 had more than 50% cattails in the basin. Forebay basin had both
cattails and a nice amount of wetland plants - encorage "arrowhead" to remain in
forebay.
Page: 2

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins .
Governor Director
March 16, 2011
Ms. Judy M. Core
Driftwood Wilmington LP
9650 Strickland Road, Suite 103-126
Raleigh, NC 27615
Subject: NOTICE OF VIOLATION and Recommendation
NOV- 2010-PC-0967
Permit Condition Violations
Stormwater Management Permit No. SW8 040727
Driftwood Apartments
New Hanover County
Dear Ms. Core:
for Enforcement
Dee Freeman
Secretary
This letter is to notify you that you are in.violation of Title 15A North Carolina
Administrative Code (NCAC) 2H.1003 for failing to comply with terms, conditions and
limitations of a Stormwater Management Permit No. SW8 040727.
On February 25, 2011, Angela Hammers of the Wilmington Regional Office performed
an inspection to determine the status of compliance with Stormwater Permit SW8
040727. This permit was issued to you on September 14, 2004 for the Driftwood
Apartments, located at 3805 Princess Place Drive, Wilmington, New Hanover County,
North Carolina.
As a result of the site inspection and DWQ file review, the following violations were
found:
1. Failure to certify the stormwater system. A file review revealed that this
office has not received a Designers Certificate.
Permit condition states that 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.
To correct these violations you must:
1. Submit the required certification of the stormwater system to this office.
Thank you for your immediate attention to this matter. This Office is considering an
enforcement action including the assessment of civil penalties regarding these
violations and any continuing violations that may be encountered. Your above -
mentioned response to this correspondence will be considered in this process.
Vviiu1iogiu+i neyiunat Oifiee
127 Cardinal Drive Extension, Wilmington, North Carolina 28465 One
Phone: [phone] l FAY: 914-350-24041 Customer Serrioe: 1-877-623-6748 North %C arc)l i na
tntemet: www.ncwaterquality.org -
hirtill"
An Equal Opportunity 1 Affirmative Aden Employer

Ms. Judy M. Core
Driftwood Apartments
NOV-2010-PC-0967
Please be advised, these violations and any continuing or future violations are
subject to a civil penalty assessment of up to $26,000.00 per day for each
violation pursuant to North Carolina General Statute 143-215.6A.
This office requires that the violations, as detailed above, be abated and properly
resolved. Should you have any questions regarding these matters, please contact
either Angela Hammers or myself at [phone].
Sincerely,
f
Georgette Scott,
Stormwater Supervisor
Surface Water Protection Section
Wilmington Regional Office
Enclosures: Inspection Report
Designer's Certification Form
GSlakh: SAWQSIStormwater\Permits & Projects1200412004 HD12011 03 NOVNORP 040727
CC' John Hennessy- NPS-ACOU
City of Wilmington Stormwater Services
New Hanover County Engineering Department
WiRO Files; Georgette Scott; Angela Hammers
Pa;e 2 of

State Stormwater Management Systems
Permit No. SW8 040727
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Judy Core -Hicks & Blue Dolphin Investments, LLC & Driftwood Limited Partnership
4
' Driftwood Apartments
3805 Princess Place Drive, New Hanover County
FOR THE
construction, operation and maintenance of two wet detention ponds in compliance with
the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules')
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until September 13, 2014, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 on page 3 of this permit. The wet detention
ponds 1 ,9nd 2 have been designed to handle the runoff from 31,865 ft and
12,060 ft , respectively, of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.7
on page 3 of this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage areas of this
project must be directed into the appropriate permitted stormwater control
system. ,
6. Each wet pond must be operated with a 30' vegetated filter at the outlet.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 040727
VA
The following design criteria have been provided in the wet detention ponds and
must be maintained at design condition:
Pond 1
Pond 2
a.
Drainage Area, acres:
1.34
0.75
Onsite, ft :
58,350
32,460
Offsite, ft2:
0
0
b.
Total Impervious Surfaces, ft2:
31,865
12,060
c.
Design Storm, inches:
1
1
d.
Pond Depth, feet:
3.5
3.0
e.
TSS removal efficiency:
85%
85%
f.
Permanent Pool Elevation, FMSL:
37.0
37.0
g.
Permanent Pool Surface Area, ft2:
3,242
1,500
h.
Permitted Storage Volume, ft3:
a
2,612
1,125
i.
T'emporary Storage Elevation, FMSL:
37.75
37.67
j.
Controlling Orifice:
1"0 pipe
518"0 pipe
k.
Permitted Forebay Volume, ft3:
809
308
I.
Receiving Stream/River Basin:
Smith Creek 1 Cape
Fear
M.
Stream Index Number: -
CPF17 18-74-63
n. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
1
2
3.
"C Sw"
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 approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3of7
0

State Stormwater Management Systems
Permit No. SW8 040727
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in either pond is 118 horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
:y
8. If the stormwater system was used as an Erosion Control device, it must be
restoredF:to design condition prior to operation as a stormwater treatment device,
and prior, to occupancy of the facility.
9. Free access to the stormwater facilities must be provided via appropriately
maintained easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 040727
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and 'all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business, hours for the purpose of inspecting all components of the permitted
stormwater management facility.
yr
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 13th day of September, 2004.
NORTH -CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klime P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

W.E. Fenner, P.E
H.M. Long, P.E
D.M. Koss, 11.E
FENNER & PROFFITT
CONSULTING ENGINEERS
'��P'pj 125 W. BARNES STREET RO, BOX 1265 / WILSON, N,C. 27894-1265
PHONE [phone]
FAX [phone]
E-MAIL - [e-mail]
SEP 13 ZOD4
September 9, 2004 $y;
TO: Linda Lewis
U 6r D
From: Dave s Sw
RE: Driftwood tormwater
As discussed, we had previously talked with Laura Nunn regarding the treatment
of the `marl' driveways. These are emergency access drives for fire trucks to
get to the sides of the building in case of a fire. Ideally, there would never be any
vehicle traffic that would access these drives which would pack down the stone
to an impervious surface as is expected with a parking area. To the contrary, since
marl is a limestone material we expect most rainfall to infiltrate and filter rather
than become runoff to the ponds.
We have accounted for the walkways in the impervious areas as we expect these paths
to become somewhat imperious due to walking traffic. We agree with the numbers in
the attached note but have not included these areas in the temporary water quality pool
calculations for the reasons provided.
The drawing showing the enlarged pond plans have been update to include the
dimensions for the forebay areas.
Two copies of Sheet C-6.3 are enclosed; the cooperation of the DWQ is greatly
appreciated.

OneBox Mail Text
Page 1 of' I
From: Linda Lewis Block Add
Subject: Driftwood Apartments SW8 040727
David:
To: [e-mail]
Date: 9/8/2004 2:06 PM
Now that the drainage area for each pond has been delineated, I am
calculating about 2,200 square feet more BOA for Pond 1 and about 2,900
square feet more BUA for Pond 2 than you show. For Pond 1, based on the
curve and tangent lengths on Cl, the total parking and access road
(excluding sidewalk & gravel drives) is 23,428 sf. Sidewalk is 721
linear feet at 5' wide = 3,605 sf and the 20' marl driveways account for
3,100 sf, for a grand total of 33,633 sf. The application only accounts
for 31,865 sf. It appears that you did not include the entire 20' of
marl in the BOA calculations.
For Pond 2, the main difference is again that the gravel drives were not
accounted for at 20' wide = 3160 sf, and the Sidewalk is 520 linear feet
at 5' wide = 2,600 sf, and a slight difference in the buildings of 9,228
sf, which includes the second story dormers, for a grand total of
14,988 sf. Only 12,060 sf has been accounted for on the application, the
majority of that being the buildings.
With the additional BOA to Ponds i and 2 the volume and temporary pool
elevation are deficient. The storage elevation in each pond should be
raised to provide sufficient volume.
Surface areas and orifice sizes in both ponds appear to be adequate, but
please recheck using the new volumes and average heads.
Please include the forebay in the permanent pool dimensions for both ponds.
Please make the necessary revisions to the plans and application and
provide the requested information prior to September 15, 2004 to
continue the review.
Thanks, Linda
http://www.onebox.com/mail/mail—text.asp?loading=true&id=4&messageid=4&rnd=660 9/10/2004

Driftwood Apartments SW8 040727
Subject- Driftwood Apartments SW8 040727
From: Linda Lewis<[e-mail]>
Date: Wed, 08 Sep 2004 17:06:34 -0400
To: David Koss <[e-mail]>
David:
Now that the drainage area for each pond has been delineated, I am calculating
about 2,200 square feet more BUA for Pond 1 and about 2,900 square feet more BUA
for Pond 2 than you show. For Pond 1, based on the curve and tangent lengths on Cl,
the total parking and access road (excluding sidewalk & gravel drives) is 23,428
sf. Sidewalk is 721 linear feet at 5' wide = 3,605 sf and the 20, marl driveways
account for 3,100 sf, for a grand total of 33,633 sf. The application only accounts
for 31,865 sf. It appears that you did not include the entire 20, of marl in the
BUA calculations.
For Pond 2, the main difference is again that the gravel drives were not accounted
for at 20, wide = 3160 sf, and the sidewalk is 520 linear feet at 5' wide = 2,600
sf, and a slight difference in the buildings of 9,228 sf, which includes the second
story dormers, for a grand total of 14,988 sf. Only 12,060 sf has been accounted
for on the application, the majority of that being the buildings.
With the additional BUA to Ponds 1 and 2 the volume and temporary pool elevation
are deficient. The storage elevation in each pond should be raised to provide
sufficient volume-.
Surface areas and orifice sizes in both ponds appear to be adequate, but please
recheck using the new volumes and average heads.
Please include the forebay in the permanent pool dimensions for both ponds.
is
Please make the necessary revisions to the plans and application and provide the
requested information prior to September 15, 2004 to continue the review.
Thanks, Linda
1 of 1 9/8/2004 5:09 PM

WARO DISTRIBUTING Co.. INC.
PEED BOOK 755 PAGE 114
PARCEL ID% R04913-002-016
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58110'39'E 17,54' 010-2.80 CF5 BOARD OF EDUCATION PROD #
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CMF e. _ _ _ V-1,800 FT3 EXISTING ORA BOOK 486 PAGE 547 NC GRID (HAD B3) Ex15nNG OR
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=•� '�_ -= -------- - - - - - ---------------------------------_
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_ MAP BOOK 39 PAGE 161
PARCEL IDJR49t3-OD9-022-000
104,743 SO. FT.
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I
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5. THE 9TE sfILLL IRE OETEElM ACMADBIG TO THE APPOO.m PAIIBMWTI' FI,*L
S. N.L QT11, STATE Na FED[RX TECAUT06 9 BE FDLJ FM DROP IN T
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r' 1�ti E PREPARED.IN ACCORDANCE WITH THE LATEST � CONSTRUCTION OR. OEVELOPMEN1. OR ALL OF THESE, •: �
`WILMNGTON-STANDARDS AND SPECIFICATIONS WILL BE DONE+PURSUANT TO'THIS PLAH'AND THAT-THEy J -• i
FOR STORYWATER MANAGEMENT AND CRIAPTER APPLICABLE STORNWATER MANAGEMENT CONgTIONS AND T -
i. 20'OF THE CODE OF ORDINANCES OF THE CITY REQUIREMENTS OF THE CITY•OF WILMNGTON. THE STATE m
b.50 I I OF WILIRWGTON.' OF NORTH CAROUNA AND THE FEDERAL GOVERNMENT AND
rFS AGENCIES ARE HEREBY MADE PART OF THIS PLAN.'
SIGNATURE: u
37.85
'� , j • PRINTED NAME AND TITLE: SIGNATURE:
I DATE: REGISTRATION NUMBER: PRINFED NAME AND TITLE:
j DATE: p
39.75 40.00 + 39.75 1 x I GAZEBO z $ TBM
+ + 1 ELEV-b.25 S 6W NAL SET IN fI
'EI +" 34" PINE 1
+ + 39.25 + TBM RAILROAD SPIKE SET O o ELEV-w.93'
39.25 `` IN 24' LIVE OAK ELEY-41.00'
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38.25 36.83 ___-yy�, , x� I
- i N24'O6'381P 36.26'
� 39.25,` 3 .75 CHILD DEVELOPMENT CENTER � (N2P0Y'13'iY 36.28')
MAP BOOK 39 PAGE t81
--�' - AL I TRACT iL' I
PARCEL tD/ R4913-009-017-000
4' CHAIN LINK FENCE 7(,NO0113'25'E �53' , INV 1N-34,35' '` 45 B
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5.63' FROM PRDPpiiY LANE
__� �.-____._ i�
Y �-

WARD DISTRIBUTING CO., INC.
DEED BOOK 755 PAGE 114
PARCEL IDS RO1913-004-016/,
(HQ{'46'30'EN07i6'SS�E I6O.93'
160.92'
— IPF
LINK
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KAYHRYNE DANIELg
BOOK 1766 PAGE .1074 '
IDj R04913-009-1;2O-0EQ 7c
1
501'2112'W 20,98,
(5051 Y41"W 20.95)
8'CHAN LINK FENCE
1.65' FROM PROPERTY UNE \
IDA MAYHEW
D BOOT( IISO PAGE 1536
-ID.- — , — —
ED BOOK IOW PAGE 410
;EL IDIR04913-009-019-000
WET DETENTION BASIN f l—
SEE SHEET 6.3
�,O-s � , \,00" RECEIVED
Q l SEP 0 7 2004
8'CHAIN Uf 1 FENCE
1.09' i'RO)1 PROPERTY LINE TEMPORARY SEDIMENT TRAP /2 ,4'Y ` NEW HMOVER COUNTY DWQ
J S81'10'39•E 17.54' Oi0+2.w CFS / ' BOARD OF EDAUAC1[A.�TIONyQ�,
x (S77'38'51 E 1""" AClYK1./d # � NC GR[0_ (N
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— -—1H® PARCEL ID/ R049t3-009�-002-000 DRCH®
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STORAGE SHED I
OVERHANG 1.57' FROM
PROPERTY UNE
sE___
8' WOOD PRIVACY FENCE-
6.38' FROM PROPERTY LINE
TRACT B'
_ MAP BOOK 39 PAGE 18l
PARCEL ID%R4913-009-022-D00
104,743 SO. FT.
I
2.40 ACRES
WALLING PATH
CONDITIONS OF APPROVAL
OPAL DATE - OC D" 16. =3
I. 71E bE.a11PP11 " 71AP CTTY RILL m9b TO O�"11. R A COW11MG1WL "AlbOR / 11E
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1 All RC41AAIm. 904lT.VVT AND PEMUM TP[ES L1 l K PIEm1Ym
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L 11E SITE 91. K MaDPED APmIQ]WC W TK ORMORP PRgIW4YCl PLAPL
L All art. S7AM APO PIDpnL PIIXXL OI6 SHIL K FOUDKO. DROP INLET
7. APPUCAWI VkL TOP. W" TIE *IY aTW 10 �EPAO.E iPE IIEE PAESOMIVA A.ArI. RI%37.75
INV m-3ci5'
a. Aurae AY1111 ru K P[lOG1FD AAAr IRnA 71[ ]AEOSI'AfW4. ev.un � ---�
f. APnlr vrt 7u Roret R111I CT1r S1 TO PROVIDE ACCOLIAM CkdO*M .Y A02a TO ALL I
Anus a 11E SIZE.
I
WU 0MGNFR -
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1.
-
7^I^ 'I 14EREE�Yt' CERTIFY THAT THIS PLAN HAS BEEN
,'�r�'S/_M_IF1
I/WE�HEREBY CERTTFY TFUT ANr t1FJ98NG, GRADING..
..
...
-.. t! ...
�. PREPARED. IN ACCORDANCE WITH THE LATEST
CON57RUCTION'OR• DEVELOPMENT, OR ALL OF THESE,'.
-
..
'-MLWVGT0N STANDARDS AND SPECIFICATIONS
- WILL BE DONE' PURSUANT TTO•THIS PLAN AND THAT THE
~' f '
FOR STORMWATER MANAGEMENT AND CHAPTER
20 OF THE CODE OF ORDINANCES OF THE CRY
APPLICABLE STORMWATER MANAGETMENT CONDRKINS AND
REOUIREMEKM OF THE CITY OF WIWINGTON, THE SEATE�
'
I OF WILMINCTON.'
OF NORTH CAROLINA AND THE FEDERAL GOVERNMENT AND
I
ITS AGENCIES ARE HEREBY MADE PART OF THIS PLAN."
SIGNATURE:
u
PRINTED NAME AND TrrLE:
SIGNATURE:
37.85 DATE: REGISTRATION NUMBER:
PRINTED NAME AND t;TLE:
t
I
GATE:
IL
j.
I/— GAZEBO
z
TBAI
I/ ElEV+40.25
$O
NAIL SET IN
F,'I�
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u• P71E
TOLL RAILROAD SPIKE SET
I I a N24'06'" 36.26'
I I CHILD DEVELOPMENT CENTER a (N2(TO7'16"W 36.26')
MAP BOOK 39 PAGE 151
1 TRACT A• I u1
! PARCEL 10+ 94913-OW-017-000IPF
IL `�• - - � 45• B
G-- - 4' CHAIN LINK FENCE
IPF lzl 0_•6�-35'
< 035INV .34.93x WE
IR
EiEVATIN
+ 3950 + 39.90
�_+
_______
I_---__--------------
x �____
TEMPORARY SEDIMENT TRAP 01 S00'02'43-E 595.02'
OTO.2-8D CFS (SD3'57'36'E 596.46)
As+900 FT2
v.1,8DG FT3
DT19TiN Ar DwaNAGE�
OCK DITCH
HECK 6' WOOD PRIVACY FENCE
AM 5.83' FROM PROPERTY LINE
+ 40.30 + 40.70 6
(HP)
-- --- ---- -- -- - DItN�J4.06'
__--- : ' RIM-37.94'
ROCK-- ROCK-� --'-_--- ITN-34.04'
CHECK ''Yr` ,.AAA =-t79'14'52'E 65.54' "
DAM DAM (S75'56'57-E 65.54') 18'
�..._..._ iPLAS^RC `7C

W.E. Fenner, RE
H.M. Fong, P.E.
RM. Koss, RE,
FENNER & PROFFITT
CONSULTING ENGINEERS
[P-P 125 W. BARNES SfREE'f! P.O. BOX 1265 / WILSON, N.C. 27844-1265
PHONE [phone]
FAX [phone]
E-MAIL - [e-mail]
August 31, 2004
TO: Linda Lewis
FROM: Dave Koss
RE: Driftwood Stormwater
RECEIVED
SEP Q 7 7004
BY:
Thanks for looking over the modifications we have made as noted in our fax
of August 17. The enclosed documents have been updated to include the
following:
1) The pond dimensions at normal pool level have been added to the design
drawings for both ponds.
2) The outlet structure has been identified for pond #2.
f 3) The location and dimensions for the baffles have been added for pond 42
and a detail has been added to sheet C-6.2.
4) We have attached a drainage area map with the specific areas identified
for each pond.
✓ 5) We have clarified the pond details to delineate which elevations apply to
pond # 1 and pond #2.
✓ 6) We have added to half -round pipe with slots as suggested to the detail on sheet C-5.
7) We agree that the orifice for pond #2 was slightly too large; a revised calculation
showing a 5/8" dia hole is attached. (Drawings revised accordingly)
8) We have adjusted the surface area data for each pond to the values as identified
in the August 24`h note. Pond #1 area = 3242 sgft; Pond #2 area = 1500 sgft
New cover sheets for the two supplements are attached.
9) Two copies of the design drawings are included with the revisions noted.

[Fwd: Delivery Status Notification]
r
Subject: [Fwd: Delivery Status Notification]
From: Linda Lewis <Linda.Lewis@ncmai].net>
Date: Thu, 26 Aug 2004 12:21:29 -0400
To: David Koss <[e-mail]>
Dave:
This message was returned to me. Sorry -I guess I had the wrong address.
Linda
Subject: Delivery Status Notification
From: Mail Delivery Service <[e-mail]>
Date: Thu, 26 Aug 2004 12:03,15 -0400
To: [e-mail]
- These recipients of your message have been processed by the mail server:
[e-mail]; Failed; 4.4.7 (delivery time expired)
Reporting-MTA: dns; scc074.its.state.nc.us
Received-from-MTA: dns; scc074.its.state.nc.us (127.0.0.1)
Arrival -Date: Tub, 24 Aug 2004 12:03:15 -0400
Final -Recipient: rfc822; [e-mail]
Action: Failed
Status: 4.4.7 (delivery time expired)
Subject: DrifiwoodApartments SW8 040727
From: Linda Lewis <[e-mail]>
Date: Tue, 24 Aug 2004 12:03:13 -0400
To: David Koss <[e-mail]>
David:
I finally received all the pages of the fax. Without seeing revised plans, I guess
you want me to offer my comments regarding the items.
1. Please add all proposed dimensions to the plans themselves. Loose, 8.5 x 11
sheets will not be accepted as part of the approved plan set.
2. OK
3. Please add the baffles (location, length, etc.) to the pond detail.
4. Please delineate the single drainage area for each pond, to include the access
drive which drains into Pond 1. The drainage area map you provided in the fax does
not appear to include the access drive as part of any drainage area, although you
may have included it in the calculations.
of 2 8/26/2004 12:21 PM

[Fwd: Delivery Status Notificatio4]
5. A single pond section detail that applies to both ponds is fine, just be sure to
provide a table listing the statistics for each pond, or note that the numbers in
parentheses apply to Pond 2.
6. The flow spreader for a vegetated filter needs to be something that promotes
sheet flow. A timber placed above the ground will only back up water behind it. A
better flow spreader is a half -round pipe sunk into the ground with notches on the
lower downstream side so that water falls into the flow spreader without backing up
in the swale, and then just sheet flows across the filter.
7. The 11/16" orifice in Pond 2 is still too small, even with the changes to the
surface area and. -volume: Only the minimum 1" volume should be routed through the
orifice (1,042 cubic feet). Your 7/6/04 revised calculations already indicated that
the maximum flowrate for this pond is .0066 cfs. An 11116" orifice provides a flow
rate of .0071 cfs (again, per your calculations), which is too fast. Please specify
an orifice which delivers a flowrate between .002 cfs and .006 cfs.
8. The required minimum surface area of the pond includes the forebay surface area
at permanent pool. Therefore, the permanent pool surface area to be reported on the
supplement is 3242 for Pond I (2657 + 585) and 1500 for Pond 2 (1212 + 288). The
easiest way to design the pond is to not worry about the exact location of the
forebay wall initially. Just calculate the required surface area and sketch out a
pond that will provide that amount of surface area. Calculate the permanent pool
volume (again, without a forebay wall) and then calculate the 20% forebay volume.
Sketch in the forebay wall such that the required volume is provided (18%-22%
range).
9. Please submit 2 copies of the revised plans showing all the changes.
Linda
C
Delivery Status Notification Content -Type: message/rfc822
u Content -Encoding: 7bit
Part 1.2.1.2 Content -Type: Message/Delivery-Status
Driftwood Apartments SW8 040727.em1 Content -Type: Message/RFC822
2 of 2 8/26/2004 12:21 PM

10:21a FENNER & PROFFITT, INC 252-237-4138
1 ■ ,Aug 20 04
■
a ,
FENNER & PROFFITT
CONSULTING ENGINEERS
125 W. BARNES STREET; 1'.O. BOX 1265/ WIISON, N.C. 27694-1265
PHONE [phone]
FAX [phone]
F,-MAIL fenproLD?oneboy.com
Dale: August 12, 2004
. 1
To: Cameron Weaver/Linda Lewis
FMI
Fax No.: [phone]
From: Dave Koss
Re: Driftwoo
Total Pages Including Cover Page: 13
Message:
We have gone over the nine (9) comments and. propose the following modifications
to our submittal. -
Item #1 — Dimensions: The attached 8-1/2 x I t sheets show the dimensions of the
permanent pool contour (Elcv 37.00') for both ponds. The minimum radius for
the inside corners is 3 ft.
hem 92 — Outlet Structure: Structure for Pond 42 will be identified as noted.
Item 43 — Baffles: As I had discussed with Lori Numi, the baffles would be constructed
using 4 x 4 treated wood posts and with 5/4 treated wood decking installed
between the posts with the top set at elevation 38.00'. No fabric will be used.
I
Item #4 Drainage Areas: These'were included with the detailed calculation package
(copies attached).
Item # 5 — Pond Sections: Since; both ponds. have essentially the same construction, I
have chosen to incorporate the bank information into one detail. The first number
is the Elevation corresponding to Pond # 1, the second number in parentheses
represents the sane point for Pond #2.
Item # 6 — Vegetated Filter: We have used the same plan/section information as provided
in the DWQ guideline documents on Shect C-5 (copies attached). I agree that this
1

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CONSULTING ENGINEERS
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252-237-4138
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Driftwood Apartments SW8 040727
Subject: Driftwood Apartments SW8 040727
From: Linda Lewis <[e-mail]>
Date: Tue, 24 Aug 2004 12:03:13 -0400
To: David Koss <[e-mail]>
David:
I finally received all the pages of the fax. without seeing revised plans, I guess
you want me to offer my comments regarding the items.
1. Please add all proposed dimensions to the plans themselves. Loose, 8.5 x 11
sheets will not be accepted as part of the approved plan set..
2. OK
3. Please add the baffles (location, length, etc.) to the pond detail.
4. Please delineate the single drainage area for each pond, to include the access
drive which drains into Pond 1. The drainage area map you provided in the fax does
not appear to include the access drive as part of any drainage area, although you
may have included it in the calculations.
5. A single pond section detail that applies to both ponds is fine, just be sure to
provide a table listing the statistics for each pond, or note that the numbers in
parentheses apply to Pond 2.
6. The flow spreader for a vegetated filter needs to be something that promotes
sheet flow. A timber placed above the ground will only back up water behind it. A
better flow spreader is a half -round pipe sunk into the ground with notches on the
lower downstreamtside so that water falls into the flow spreader without backing up
in the Swale, and then just sheet flows across the filter.
7. The 11/16" orifice in Pond 2 is still too small, even with the changes to the
surface area and.volume. Only the minimum 1" volume should be routed through the
orifice (1,042 cubic feet). Your 7/6/04 revised calculations already indicated that
the maximum flowrate for this pond is .0066 cfs. An 11/16" orifice provides a flow
rate of .0071 cfs (again, per your calculations), which is too fast. Please specify
an orifice which delivers a flowrate between .002 cfs and .006 cfs.
8. The required minimum surface area of the pond includes the forebay surface area
at permanent pool. Therefore, the permanent pool surface area to be reported on the
supplement is 3242 for Pond 1 (2657 + 585) and 1500 for Pond 2 (1212 + 288). The
easiest way to design the pond is to not worry about the exact location of the
forebay wall initially. Just calculate the required surface area and sketch out a
pond that will provide that amount of surface area. Calculate the permanent pool
volume (again, without a forebay wall) and then calculate the 20% forebay volume.
Sketch in the forebay wall such that the required volume is provided (18%-22%
range).
9. Please submit!'2 copies of the revised plans showing all the changes.
Linda
1 of 1 8/24/2004 12:09 PM

E
Entity Names
Page 1 of 1
Sc U�v ¢v 7
North Carolina
Elaine F Marshall , EPARTMENT OFTt-IE
Secretary SECRETARY OF STATE
Corporations
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PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 8/5/2004
Click here to:
View Document Filings 1
71-1 Print a pre -populated Annual Report Form I File an Annual Report I
Corporation Names
Name Name Type
NC Blue Dolphin Legal
Investments, LLC
Limited Liability Company Information
SOSID:
0625839
Status:
Current -Active
Date Formed:
4/1/2002
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Blanco Tackabery Combs & Matamoros,
P.A.
Registered Office Address:
110 S Stratford Road
Fifth Floor
Winston-Salem NC 27104
Registered Mailing
PO Drawer 25008
Address:
Winston-Salem NC 27114
Principal Office Address:
4325 Lake Boone Trail
Suite 200
Raleigh NC 27607
25
Principal Mailing Address:
4325 Lake Boone Trail
2�[
Suite 200
Raleigh NC 27607
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For questions or comments concerning the Corporations Division, please send e-mail to Corporations Administrator
Click here for help downloading forms.
http://www. secretary.state.nc.us/Corporations/soskb/Corp.asp?5452324
8/5/2004

22 087 5013
ARTICLES OF ORGANIZATION
OF
BLUE DOLPHIN INVESTMENTS, LLC
SOSID: 625839
Date Filed: 411/2002 12:49 PM
Elaine F. Marshall
North Carolina Secretary of State
Pursuant to § 57C-2-20 of the General Statutes of North Carolina, the undersigned do hereby submit
these Articles of Organization for the purpose of forming a limited liability company and to that end set
forth:
The name of the limited liability company is Blue Dolphin Investments, LLC.
2. The name and address of the organizer executing these Articles of Organization are as
follows:
Deborah L. McKenney
P.O. Drawer 25008
Winston-Salem, NC 27114-5008
3. The street address and county of the initial registered office of the limited liability
company are 110 S. Stratford Road, Fifth Floor, Winston-Salem, Forsyth County, NC 27104.
4. The mailing address if differentfrom the street address of the initial registered office is
P.O. Drawer 25008, Winston-Salem, NC 27114-5008.
5. The name of the initial registered agent is Blanco Tackabery Combs & Matamoros, P.A.
b. Except as provided by N.C.G.S. § 57C-3-20(a), the members of this limited liability
company shall not be managers by virtue of their status as members.
7. To the fullest extent permitted by applicable law, as it now exists or may hereafter be
amended, the limited liability company shall indemnify all members and managers of the limited liability
company againstall, liability and litigation expense, including, but not limited to, reasonable attorney's
fees, arising out of their status as such or their activities in the foregoing capacity, regardless of when
such status existed or activity occurred and regardless of whether or not they are members or managers
of the limited liability company at the time such indemnificationis sought or obtained. Without limiting
the generality of the foregoing indemnity, such persons may also recover from the limited liability
company all reasonable costs, expenses and attomey's fees in connectionwith the enforcementof rights
to indemnification granted herein. The provisions of this paragraph are in addition to and not in
li mitation of the power of the limited liability company with respect to, and the rights of any manager or
member of the limited liability company to receive the benefits of, any other or further indemnification,
insurance, elimination of liability or the right or benefit which is either required by THE NORTH
BTCM: t77537.1

CAROLINA LIMITED LIABILITY COMPANY ACT or permitted thereby and duty adopted by the
limited liability company in accordance therewith.
S. To the fullest extent permitted by applicable law, as it now exists or may hereafter be
amended, no memberor managerof the limitedliabilitycompany shall have any personal liability arising
out of any action, whether by or in the right of the limited liability company or otherwise, for monetary
damages for breach of his or her duty as a manager or member. This paragraph shall not impair any right
to receive indemnity or insurance from the limited liability company or any third party which any
member or manager may now or hereafter have. Any repeal or modification of this paragraph shall not
impair or otherwise adversely affect any limitation on, or elimination of, the personal liability of a
member or manager -effected hereby with respectto acts or omissions occurring prior to such repeal or
modification.
These Articles will be effective upon filing.
This the 26" day of March, 2002.
L•
Deborah . cKenney, Organizer
BTCM:177537.1

SOSID: 0625839
pc�axlxr�,i4 Date Filed: 5/3/2004 10:47 AM
s Elaine F. Marshall
r LIMITED LIABILITY COMPANY North Carolina Secretary of State
ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY: Blue Dolphin Investments, LLC
FISCAL YEAR ENDING: 1213112004 STATE OF INCORPORATION: NC
SECRETARY OF STATE L.L.C. ID NUMBER: 0625839 FEDERAL EMPLOYER ID NUMBER:
NATURE OF DUSINESS: Affordable housing Investment _ 11 coor reel- 8j
REGISTERED AGENT: Blanco Tackabery Combs & Matamoros, Aa.
REGISTERED OFFICE MAILING ADDRESS: PO Drawer 25008
Winston-salem, NC 27114
REGISTERED OFFICE STREET ADDRESS: 110 S Stratford Road
Fifth Floor
Winston-Salem, NC 27104 County: Forsyth
PRINCIPLE OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS:
PRINCIPAL OFFICE STREET ADDRESS:
MANAGERS/Iv EMBERS/ORGANIZERS:
Ms. Judith Marie Care
Title: Manager
4325 Lake Boone Trail, Suite 200
Raleigh, NC 27607
CERTIFICATION OF
FORM MUST
4325 Lake Boone Trail
Suite 200
Raleigh, NC 27607
4325 Lake Boone Trail
Suite 200
Raleigh, NC 27607
BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
-U �1-0 L/
DATE
��. � Lt D I rl-� i(Y1Manager/Member
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $200,00 MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525
IIIIIIIIIIIII
IIIIIIIIIIIIII�

Driftwood Apartments SW8 040727
Subject: Driftwood Apartments SW8 040727
From: Linda Lewis <[e-mail]>
Date: Wed, 18 Aug-2004 08:44:26 -0400
To: David Koss <[e-mail]>
David:
I'm sorry I haven't responded sooner, but I did not remember that this was an
Express Permit.
I did not receive all 13 pages of your fax dated August 12- I only received 10
pages. The second page of your letter is missing.
Each pond must have it's own drainage area. I need you to show only two drainage
areas, one for Pond 1 and one for Pond 2. Additionally, the map you provided does
not include the access drive from Princess Place Drive. The runoff from this access
road is clearly draining into Pond 1.
Please add the permanent pool dimensions and the revised pond section detail to the
plans. Please label the numbers in parentheses as the Pond 2 information.
Please send me the rest of your letter addressing the remaining issues.
Thanks,
Linda
I
1 of 1 8/18/2004 8:46 AM

it
P. 1
FILE MODE OPTION
- ---------------------
924 MEMORY TX
-
COMMUNICATION RESULT REPORT ( AUG. 5.2004 11:02AM )
TTI NCDENR WIRO
ADDRESS (GROUP) RESULT PAGE
---------------------------------------------------------------------
9-2522374139 OK P. 1/1
---- -----_- --
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
A I" W
;A
�M
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E=., Director
FAX COVER SHEET
Date: August 5, 2004 No. of Pages: 2
To: - David Koss, P.E. From: Linda Lewis AP
Conxpany: Penner &. Proffitt Water [duality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 040727
Project Name: Driftwood Apartments
MESSAGE:
David:
The Division received an Express Stormwater Permit application for the subject project on July 30,
- 2004,: with a scheduled review date of August 5, 2004. The application is incomplete. Please
provide the following information prior to August 12, 2004,.to continue the review:
1. Please dimension each line and arc of the permanent pool contour in each pond.
2, Please Ebel the outlet structure on the detail for Pond 2,
3, Please show and detail the proposed baffles in the detail for Pond 2. The top of the
baffle must be placed at the Proposed temoorary storaae ninwitinn

wir�®
NCDENR
North Carolina Department of Environment and
Michael F. Easley, Governor
Division of Water Quality
FAX COVER SHEET
Natural Resources
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
Date: August 5, 2004 No. of Pages: 2
To: David Koss, P.E. From: Linda Lewis 4V
Company: Fenner & Proffitt Water Quality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 040727
Project Name: Driftwood Apartments
MESSAGE:
David:
The Division received an Express Stormwater Permit application for the subject project on July 30,
2004, with a scheduled review date of August 5, 2004. The application is incomplete. Please
provide the following information prior to August 12, 2004, to continue the review:
1. Please dimension each line and arc of the permanent pool contour in each pond.
2. Please label the outlet structure on the detail for Pond 2.
3. Please show and detail the proposed baffles in the detail for Pond 2. The top of the
baffle must be placed at the proposed temporary storage elevation.
4. Please delineate the drainage area for each pond.
5. Each pond detail has two elevations associated with the permanent pool and temporary
pool, one in parentheses. Please remove the elevations that do not apply to that detail.
6. Please provide a vegetated filter detail for each pond to include a plan view and a
section view, the level spreader mechanism, elevations, slopes, etc. The filter is NOT a
channel. It is intended to be a flat, grassed area placed on contour to provide sheet flow
for the runoff from the pond. Please keep the filter for Pond 1 out of the existing ditch.
7. The 11/16" 0 orifice for Pond 2 is too large. Please resize (see comment #8).
8. The 1" volume calculations do not make sense to me. The permanent pool areas for
Pond 1 and Pond 2 are reported as 2,657 and 1,212 square feet, respectively, however
the areas used in the calculation of the volume are different, 3,242 and 1,510,
respectively. It appears that you may be trying to separate the "main" pond area from the
forebay. Please use and report the surface areas and provided 1" storage volumes of
the pond to include both the main pond AND the forebay.
9. Neither the grading plan nor the layout plan show the curb cut at elevation 38 for Pond 1.
Please add to the grading plan and add a detail to the plans.
RSSlarl: S:IWQSISTORMWATIADDINF0120041040727.aug04
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX [phone] Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper
NorthCarolina
Naturally

Ross i Deckard Architects, P.A. 'I TRANSMITTAL LETTER
8320 Litchford Road Raleigh, NC 27615 j�11
PROJECT:
Phone:[phone] Fax:[phone]
ARCHITECT'S of
PROJECT NO:: 7 `O -_,}
DATE: ``0`�
TO:
If enclosures are not as noted, please
ocinform
us immediately.
If checked below, Please:
ATTN:
❑ Acknowledge receipt of enclosures.
WE TRI
❑ Return enclosures to us.
LSMIT:
ewith
via
❑ in accordance with
your request
FOR YOUR:
V-80proval
❑ distribution to parties
❑ information
❑ review & comment
❑ record
❑ use
❑
THE FOLLOWING:
Vrawings
❑ Shop Drawing Prints
❑ Samples
❑ Specifications
❑ Shop Dr wing Reproducibles
❑ Product Literature
❑ Change Order
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M�ip
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ACTION A. Action indicated on item
CODE B. No action required
C. For signature and return to this office
REMARKS
`i�6
Copies To:
I
UD: For signature and forwarding as noted below under REMARKS
E: See REMARKS below
017 ►K
10
,f_HC� EI VE
JUL 3 0 2004
/� !� sk
FAY

File No:
APPLICATION FC7R STORMWATER DISCHARGE PERMIT 1___Application Deceived
(Reference City Code Section 20)
S T A M P
TO: City of Wilmington
Development Center
P.O. Box 1810
Wilmington, NC 28402
or
305 Chestnut Street
WArnington NC, 28401 (Office Use only)
910-254-0900
NAME OF PROPOSED DEVELOPMENT:__ DR1fT! °O'� -_
TYPE OF DEVELOPMENT:__- ---------
NON-RESIDENTIAL; 10,000 5.F:. OR MORE S 50.00
(AND FEE SCHEDULE)
MAJOR OR MULTI -UNIT DEVELOPMENT.-.... .,S 200.00
NAJOR S1,.)S::- -VISION .................. ... . I 'v-00
OWNER/DEVELOPER: INDIVIDUAL PARTNERSHIP CORPORATION
FULL LEGAL NAME: p�3dQd
s ADDRESS!
------- ��W I g G _ Z7LD�} -- --- -- -
/TELEPHONE . NO LgLI)
-
NAME OF PARTNER/OFFICER:yL2�----------------------------
APPLICANT:` NAME:D
4ss/(fr- �%O. �c,�Irttcfi
_____S---__----
ADDRESS:_____ '032a i.1TG W10 40AV �JITC 114 _-
-____AW614 r_NG__--__Z7ivI$----TELEPHONE NO. (91q) �7s•000l
STO`.'1WATER MANAS7.'IENT DE G IGINER s FIRM:
-- _ 4-----------------.------------
CONTACT PERSON: DAd10A-ICv5.9 Pe
-__--- - --------►-------------
ADDRESS : p•O• bo-)C I Zb
ff''
W f o o NL Z1394 TELEPHONE NO. Z3'j- W6
--------------- -
-
ATTACHMENTS:
✓_ 1 SET OF PLANS
+_~__✓- 1 SET OF CALCULATIONS = ;C EIVED
OPERATIONS, -AND MAINTENANCE MANUAL /POLICY JUL -:j 0 2004
CURRENT 'TITLE OPINION
EASEMENT / PROPERTY LEGAL DESCRIPTIONS
APPLICATION FEE 300,na,
THE ABOVE INFORMATION IS COMPLETE AND CORRECT TO THE BEST OF MY KNOWLEDGE_.
I HERE8Y AUTHORIZE THE CITY ;OF W I LM I NGTON TO CONTACT rHE DESIGNER OF F111
STORMWATER MANAGEMENT PLAN AS MAY BE REQUIRED FOR REVIEW OF THE STORMW ATER
MANAGEMENT PLAN .AND TO REQUEST ADDITIONAL INFORMATION IF REQUIRED.•
-S1 j 4
SIGNATU OF OWNER/DEVELOPER/DESIGNATED REPRESENTATIVE DATE

STORMWATER MANAGEMENT PLAN
Driftwood Apartments
Wilmington, North Carolina
SITE BASELINE DATA
A. General Description
Site is one of last undeveloped areas along this section of Princess Place Drive. Local
area consists of multi -family housing and light commercial buildings; lot immediately
north and adjacent to the entrance drive is a daycare center, lots to the west include a
school and commercial warehouse, lots to the south are commercial development and the
lot to the east/along a portion of the entrance drive is an apartment complex/hotel and a
small vacant lot.
B. Existing Drainage
Site is generally very flat with most surface drainage running north towards Princess
Place Drive following existing ditches along the east and west property lines. Most of the
surface runoff originates within the site area; there appears to be some minor contribution
from the adjacent commercial property along the east boundary. Stormwater from the
surrounding residential areas drains to Smith Creek. With all of the existing development
surrounding this site, most of the stormwater runoff is already collected in storm drains
and transported to the City storm sewer system.
C. Proposed Drainage Plan
Runoff from the roof areas of the apartment buildings will flow via gutters and
downspouts to a collection system of underground piping which will discharge to the
shallow wet detention basin (#2) as indicated on the grading plan. Runoff from the lawn
areas will travel via sheet flow to the perimeter and will not be concentrated in swales or
ditches. All runoff from the parking area and the entrance drive will be directed to a
designated wet detention basin (#1). The new impervious surface represents about 42%
of the total site area, the remaining areas include mostly lawns, landscape buffers, and the
area reserved for stormwater management features..
A walking path (consisting of wood chips) runs around the facility and has been included
in the total impervious area. A portion of the walk surface (40% of about 1200 sgft)
cannot be routed through one of the detention ponds, however, this small runoff volume
will be filtered through a grass buffer strip before exiting the site.

D. Stormwater Management Plan
Due the restricted site area, the extent of the surrounding development and the location of
the existing drainage ditches, a wet detention basin BMP concept (Best Management
Practices) has been selected for this development. For the impervious surfaces associated
with the roofs of the new structures, a wet detention basin with a catch basin/sediment
trap at the inlet and a release structure to regulate the outflow is proposed. For the
parking area, a second wet detention basin/release structure will be constructed. Both
features will have an emergency outlet to grass lined swales/existing drainage ditches.
Runoff from the remaining lawn areas will travel via sheet flow to the two existing
perimeter drainage ditches. Although the City regulations allow the first 2000 sqft of
the entrance drive to flow directly to the existing storm drain system, all of the driveway
runoff is being directed to the detention basin for water quality.
E. Detailed BMP Description
The first wet detention basin associated with the parking lot will accept runoff from
31,865 sgft of impervious pavement and sidewalk including the entrance drive. The
design features of this device includes:
• All of the runoff from the impervious area will be directed through a curb cut to
a forebay area to accommodate a trap for a majority of the sediment.
• A low dike with a riprap weir separates the forebay from the primary basin.
• The temporary water quality pool is sized to capture and treat the first 1" of runoff
(2612 cu ft).
• The permanent water quality pool has sufficient surface area based on the SA/DA
ratio for a 3.5 ft deep pond as recommended in the BMP Guidelines Manual.
• A 30 ft long by 3 ft wide vegetated buffer is provided immediately downstream of the
basin outlet structure as required before discharging to the existing drainage ditch.
• The release structure consists of a concrete basin with a PVC pipe/orifice to regulate
the outflow rate, a weir/trash rack top to pass flows in excess of the first 1" of runoff
(and to satisfy the City of Wilmington's maximum release rate)
• The outlet structure is provided with an emergency drain and temporary pump to
completely drain the pond area for maintenance.
• The permanent pool is provided with a 6 ft wide vegetated shelf (6:1 slope) for plant
material as recommended in the BMP guideline manual.
• The dimensions of the basin provide a semi -rectangular shape that will achieve the
3:1 length to width ratio.

Theory of Operation — Basin # 1
Since the wet detention basin is an on-line BMP device, this device will need to meet
the water quality requirements and the City of Wilmington stormwater flow limitations.
All parking area/sidewalk drainage (and a portion of the roof drainage) will enter the
forebay area via a curb cut and riprap swale (Elev 38.25). Sediment from the parking
area will be captured in the forebay as the runoff is allowed to slowdown and any
sediment has a chance to settle out. Depending upon the water level in the primary pool,
runoff will seep through the riprap cross -over channel or flow through the 10 ft opening
in the separating dike and fill the temporary water quality pool up to a maximum level of
37.75. The PVC orifice at the release structure will slowly discharge water in storage
above the permanent pool level over the next 48 hours. Flow in excess of the first 1" of
runoff will continue to flow into the wet detention basin up to a maximum level of
38.25'; a weir will limit outflow to the pre -development rate (I0-yearstorm event).
Flows greater than the 10-year will submerge the outflow weir and discharge through a
grass lined emergency spillway.
The second infiltration basin associated with the roof areas will accept runoff from
12,060 sq ft of impervious roof/sidewalk and the grass courtyard area within the four
structures. The design features of this device include:
• All of the runoff from the impervious area will be directed through a yard inlet to
a forebay area to accommodate a trap for a majority of the sediment.
• A low dike with a riprap weir separates the forebay from the primary basin.
• The temporary water quality pool is sized to capture and treat the first 1" of runoff
(1128 cu ft).
• The permanent water quality pool has sufficient surface area based on the SAIDA
ratio for a 3.0 ft deep pond as recommended in the BMP Guidelines Manual.
• A 30 ft long by 3 ft wide vegetated buffer is provided immediately downstream of the
basin outlet structure as required before discharging to the existing drainage ditch.
• The release structure consists of a concrete basin with a PVC pipe/orifice to regulate
the outflow rate, a weir/trash rack top to pass flows in excess of the first 1" of runoff
(and to satisfy the City of Wilmington's maximum release rate)
• The outlet structure is provided with an emergency drain and temporary pump to
completely drain the pond area for maintenance.
• The permanent pool is provided with a 6 ft wide vegetated shelf (6:1 slope) for plant
material as recommended in the BMP guideline manual.
• The dimensions of the basin will be in a semi -triangular shape with an interior fabric
divider to achieve the extended travel distance and the 3:1 length to width ratio.

4
Theory of Operation — Basin #2
Yard Inlet #4 will serve as a means to collect stormwater flows from the roof areas. All
of the runoff from the roofs and walks will be collected in a system of pipes/inlets and
directed to the detention basin. There are no parking areas or driveway pavements that
discharge to this side of the site.
Since the wet detention basin is an on-line BMP device, this device will need to meet
the water quality requirements and the City of Wilmington stormwater flow limitations.
All roof/sidewalk drainage will enter the forebay area via a pipe discharge from YI#4. A
majority of the sediment will be captured in the forebay as the runoff is allowed to
slowdown and settle out. Depending upon the water level in the primary pool, runoff will
seep through the riprap cross -over channel or flow through the 10 ft opening
in the separating dike and fill the temporary water quality pool up to a maximum level of
37.67'. The PVC orifice at the release structure will slowly discharge water in storage
above the permanent pool level over the next 48 hours. Flow in excess of the first I" of
runoff will continue to flow into the wet detention basin up to a maximum level of
38.25'; a weir will limit outflow to the pre -development rate (l 0-year storm event).
Flows greater than the 10-year will submerge the outflow weir and discharge through a
grass lined emergency spillway.

Fenner & Proffitt
125 W. BARNES STREET CONSULTING ENGINEERS
P.O. BOX 1265 PHONE [phone]
WI SON, N.C. 27894-1265 ELECTRICAL • MECHANICAL • CIVIL FAX [phone]
Project:
Prepared by: Date: Sheet of
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