SW7050429_HISTORICAL FILE_20190716

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW7(rJD�iiOl
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
0.alD7l�(
YYYYMMDD

J
Thorpe, Roger
From: Thorpe, Roger
Sent: Tuesday, July 16, 2019 4:19 PM
To: 1700 Bell Lane Manager
Subject: RE: [External] Re: FW: Harbor Bay Townhomes - Stormwater permit Renewal and
ownership transfer
Mindy
Can you give me the contact information. I would need a name and address.
Thanks
Roger
From: 1700 Bell Lane Manager <[e-mail]>
Sent: Friday, July 12, 2019 4:57 PM
To: Thorpe, Roger <[e-mail]>
Subject: [External] Re: FW: Harbor Bay Townhomes - Stormwater permit Renewal and ownership transfer
r ' ' � External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Mr. Thorpe,
I have passed on the infomation to the Harbor Bay HOA, since they own the common grounds at Harbor Bay.
Mindy Lorber
On Mon, Jul 8, 2019 at 4:43 PM Thorpe, Roger <[e-mail]> wrote:
Mindy
never received the completed stormwater applications that I sent you last October. Can you tell me the status or let
me know who to contact.
Thanks Roger
From: Thorpe, Roger
Sent: Wednesday, October 24, 2018 3:49 PM
To:'1700belllanemanage_r_(a)gmail.com' <[e-mail]>
Subject: Harbor Bay Townhomes - Stormwater permit Renewal and ownership transfer
Mindy
Attached are the stormwater permit applications for renewal and ownership transfer. They should be completed and
submitted along with a $505.00 application fee for each application. If you have any questions please let me know.
t

Roger
Roger K. Thorpe
Environmental Engineer
Division of Energy, Mineral, and Land Resources
North Carolina Department of Environmental Quality
252-948-3923 office
ro Ler.thorpe@_ncdenr.gov
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Mindy Lorber
Property Manager
1700 Bell Lane, LLC
Rental Properties at:
Elizabeth City Gardens & Harbor Bay Townhomes
510 A Roundtree Drive,
Elizabeth City, NC 27909
Phone: [phone]
Email: 1700BeIlLaneMana rer a) mail.cotzi

Thorpe. Roger
From: Thorpe, Roger
Sent: Monday, July 08, 2019 4:44 PM
To: [e-mail]
Subject: FW: Harbor Bay Townhomes - Stormwater permit Renewal and ownership transfer
Attachments: SSW- Permit- Renewal -Application- Form -20180517_FlNAL {1}.docx; SSW -Permit -
Transfer -Application- Form -20170421-DEMLR-SW.docx
Mindy
I never received the completed stormwater applications that I sent you last October. Can you tell me the status or let me
know who to contact.
Thanks Roger
From: Thorpe, Roger
Sent: Wednesday, October 24, 2018 3:49 PM
To:'[e-mail]' <[e-mail]>
Subject: Harbor Bay Townhomes - Stormwater permit Renewal and ownership transfer
Mindy
Attached are the stormwater permit applications for renewal and ownership transfer. They should be completed and
submitted along with a $505.00 application fee for each application. If you have any questions please let me know.
Roger
Roger K. Thorpe
Environmental Engineer
Division of Energy, Mineral, and Land Resources
North Carolina Department of Environmental Quality
252-948-3923 office
roger. lhorpe(a)ncdenr.gov
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

C201810607772
SOS1D: 0203483
Date Filed: 3/22/2018 11:59:00 PM
0= Elaine F. Marshall
a BUSINESS CORPORATION ANNUAL REPOR North Carolina Secretary of State
.a�� C2018 106 07772
ra�m�
NAME OF BUSINESS CORPORATION:
SECRETARY OF STATE ID NUMBER: 0203483
The Ladicon Corporation
STATE OF FORMATION: NC dnp Orkoss
REPORT FOR THE FISCAL YEAR END: 12/31/2018
SECTION A: REGISTERED AGENT'S INFORMATION ❑ Changes
1. NAME OF REGISTERED AGENT: ThomaS P NaSh , IV
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS 8 COUNTY
200 N Water St Ste 2A
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
200 N Water St Ste 2A
Elizabeth City, NC 27909 Pasquotank Elizabeth City, NC 27909 Pasquotank
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Residential Bit: Business Office Rental
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAI Privacy Redaction
P .a
4. PRINCIPAL OFFICE STREET ADDRESS Ili COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
o.
526 Roundtree Dr
PO Box 448
Elizabeth City, NC 27909 Pasquotank Elizabeth City, NC 27907 Pasquotank .
6. Select one of the.following if applicable. (Optional see instructions)
ElThe company is a veteran -owned small business
The company is a service -disabled veteran -owned small business
SECTION C: OFFICERS (Enter additional officers in Section E.)
NAME: Ellen Flneill Nk;*: ,.�••�:
TITLE: President TITLE: TITLE:
ADDRESS:
P 0 Box 448
Elizabeth City, NC 27907-0448 Pasquotank
ADDRESS:
ADDRESS:
SECTION Section D must be completed in its entirety by a personebusiness
entity.
3/12/18
IGNATURE DATE_ „
Form must be signed by an ofrrcer listed under Section C of this form. `
Ellen Finelli President
Preto or Type Name of Officer Print or Type Title of Officer
SUBMIT THIS ANNUAL REPORT WITH THE REOUiRED FILING FEE OF $25
MAIL TO: Secretary ar Slate. Business Registration Wsion, Post Olfim Box 29525. Refeigh. NC 27626-0525

North Carolina Secretary of State Search Results
Page I of 2
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online -
Add Entity to My Email Notification List • View Filings • Print an Amended a Annual Report form • Print a
Pre -Populated Annual Report form
Business Corporation
Legal Name
The Ladicon Corporation
Information
Sosld: 0203483
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 2/12/1987
Fiscal Month: December
Registered Agent: Nash, Thomas P, IV
Addresses
Reg Office
200 N Water St Ste 2A
Elizabeth City, NC 27909
Mailing
PO Box 448
Elizabeth City, NC 27907
Officers
Reg Mailing
200 N Water St Ste 2A
Elizabeth City, NC 27909
President
Ellen Finelli
P O Box 448
Elizabeth City NC 27907-0448
Principal Office
526 Roundtree Dr
Elizabeth City, NC 27909
Stock
https://www.sosnc.gov/online_services/search/Business_Registration_Results
8/8/2018

The Vision Grou
Engineering and Construction Services
April 21, 2005
State of North Carolina
Department of Environment and Natural Resources
Customer Service Center
Attn: Lyn Hardison
943 Washington Square Mall
Washington, North Carolina 27889
RE: Harbor Bay Townhomes
Owner: Northshore Investments LLC
Elizabeth City, NC
Express Permit Application for
Stormwater Management Permit and
Land Disturbance Permit
Dear Lyn,
§:PROATER
— L.1
APR 2 2 2005
Enclosed are the following items for the above permits:
• Check #1033 for $250.00 payable to NCDENR (For Land Disturbance Permit)
• Check #1034 for $4,000.00 payable to NCDENR (For Stormwater Permit)
• One Request for Express Permit Review Form
• One original and one copy of the Stormwater Management Permit Application Form
• One original copy of the Wet Detention Basin Supplement
• Two sealed copies of the Design Narrative and Calculations for the Stormwater
Management Permit
• One original copy of the "Financial Responsibility/Ownership Form -Sedimentation
Pollution Control Act -Express Permitting Option"
• One sealed -copy of the Design Narrative and Supporting Calculations for the Land
Disturbance Permit
•—Five-sealed copies of construction plans for the_above project p
I trust we have included everything required for the applications. Please contact me if you require
any additional information.
Sincerely,
Kenneth Sisk, PE
Senior Project Manager
Enclosures
2636 Christopher Farms Drive, Virginia Beach, Virginia 23453
Phone [phone], Fax [phone]

RE: Harbo'r.Bay Townhomes
Subject: RE: Harbor Bay Townhomes
From: "Ken Sisk" <[e-mail]>
Date: Fri, 29 Apr 2005 12:07:26 -0400
To: "'Scott Vinson"' <[e-mail]>
Scott, here is the Water Quality Volume Calc with the additional impervious
area. The second sheet shows the temp pool elevation would be 8.17 vs 8.16
with the additional impervious area. 1/100th of a foot is approximately
equal to 1/8". Building tolerances for grading of the site are in excess of
these tolerances. I appreciate your working with me on these items, and
regret any inconveniences they have caused you. '
------Original Message -----
From: Scott Vinson[mailto:[e-mail]]
Sent: Thursday, April 28, 2005 3:33 PM
To: Ken Sisk - The Vision Group
Subject: Harbor Bay Townhomes
Ken, '
could you please provide a trash rack/guard for.the overflow of stormwater
either at the outlet structure or somewhere before the stormwater leaves the
property. I
This trash rack is to prevent trash from leaving the property and going down
stream entering surface waters.
In addition to the changes to the supplementi form that we discussed in our
phone conversation today; the •section'of the Pasquotank River that the
project drains to is Classified SB, Index no. 30-3-(12). I've made the
change to the application on your behalf.
In addition if you could provide me with the surface area at the Temp.
Pool elevation
it would help me verify my calculations.
Thanks,
Scott
Content -Type: application/pdf
WQV Revised 4-29-05.pd
Content -Encoding: base64
I of 1 4/29/2005 12:58 PM

Project Name: Harbor Bay iownhomes
Project No.:
Date: 4/20/2005
Wet Retention
This design shall maintain a volume equal to the Water Quality Volume (WQV).
VOLUME:
WQ'V
o the volume produced by I inch of runoff per impervious acre
of contributing drainage area.
Aimp
= the area of impervious surface on the contributing watershed in acres
43,560 is the number of square feet in an acre
Rv
0.05•+-0.009*(1) = Runoff coefficient
I
= Percent Impervious = Impervious portion of the drainage area (acros)/Drainage Area (acres)
Rv
= 0.464878
1
— 46.09756
*Asite
= 4.10
Aimp
g 1.89
WQV
W 6,919
Y rr
6

Project Name: Harbor Bay iownhornes
M&C Project No.: 0007-0501-E
Date: 4/20/2006
Estimate of Volume Provided
Avg End Area= 112(A1+A2)"(E2-E1)
Area
Area
Ave ra a End Area Method
Incremental
Total
Total
Elevation
(s
ac
Volume ac-ft
Volume ac-ft
Volume (ft^3)
7.50
9122
0.21
0,00
0.00
0
8.00
10430
0.24
0.11
0.11
4,888
9.00
13105
0.30
0.27
0.38
16,656
wav = 6,918.78
Elevation = 8.17
Est Volume Above Perm Pool

RE: Harbor Bay Townhomes
Subject: RE: Harbor Bay Townhomes
From: "Ken Sisk" <[e-mail]>
Date: Fri, 29 Apr 2005 09:30:23 -0400
To: "'Scott Vinson"' <Scott, Vinson@ncmail. net>
Scott, per our phone conversation yesterday, I have the following.
1) I am adding a trash grate on the entrance of the 24" angle cut HDPE pipe.
This is the pipe which goes to the new manhole near River Road.
2) Attached is a floor plan for the typical unit with driveways. These units
are 1-7, 10-19, 22-31, and 35-39. As you can see from the plan, the other
units will have a smaller footprint. The smaller units footprint will be
666 square feet or less, while the standard footprint will be about 786 sf.
The combination of the typical units and smaller units brings us to the
29,520 sf total for onsite buildings.
3)Upon further inspection of the driveway areas, I have determined the
onsite parking area to be 9,500 sf. Per our conversation this morning, I
have updated our application copy too.
4) The.surface area at the Temporary pool elevation is 11,040 sf.
Please contact me if you have any further questions.
Ken Sisk P.E.
Office 757-427-348Q
Cell 757-613-3949
------Original Message ---- -
From: Scott Vinson[mailto:[e-mail]]
Sent: Thursday, April 28, 2005 3:33 PM
To: Ken Sisk - The Vision Group
Subject: Harbor Bay Townhomes
Ken,
could you please provide a trash rack/guard for the overflow of stormwater
either at the outlet structure or somewhere before the stormwater leaves the
property.
This trash rack is to prevent trash from leaving the property and going down
stream entering surface waters.
In addition to the changes to the supplement
phone.conversation today, the section of the
project drains to is Classified SB, Index no
change to the application on your behalf.
In addition if you could provide me with the
Pool elevation
it would help me verify my calculations.
Thanks,
Scott
form that we discussed in our
Pasquotank River that the
30-3-(12). I've made the
surface area at the Temp.
Floor Plan.pdf Content -Type: application/pdf
Content -Encoding: base64
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- DETENTION POND ANALYSIS FILE NAME: C:IMy Documents\Stormwater\PONDISW7050429
PROJECT* SW7 050429 REVIEWER: SAV
(note that a' needs to preceed proj.# above)
PROJECT NAME: Harbor Bay Townhomes
DATE: 29-Apr-05
Receiving Stream: Pasquotank River Class: SB
Drainage Basin: Pasquotank Index No. 30-3-(12)
Site Area 4.10 acres
Drainage Area 178596.00, square feet Area = 4.10 acres
IMPERVIOUS AREAS
Rational C
Buildings
30520.00
square feet
Streets
37852.00
square feet
Parking
9500.00
square feet
Sidewalks
4631.00
square feet
Other on -site
0.00
square feet
Off -site
0.00
square feet (from 2 Outparcels and the ConstrStaginc
TOTAL
:82503.O:
square feet Rational Cc= 0.11
SURFACE AREA CALCULATION
% IMPERVIOUS 46.20%
Des. Depth 5
TSS: 90
SAIDA Ratio 3.23% Used 3.90%
Req. SA 5775 sf A 4' Des.Dep
Prov. SA 9 1 Efl sf was assumes
VOLUME CALCULATION
* place a "1" in the box if Rational is used
Rational ?*
FOREBAY
Des. Storm
1-.00' inches
Perm. Pool Volume=
16720
Rv=
0.47
Req. Forebay Volume=
3344
Bottom
2.5 msl
Provided Volume=
3107.00 (with 2 foreb:
Perm. Pool
'7.50 msl
Percent=
18.6%
Design Pool
8.17 msl
Design SA
11900 sf
Req. Volume
"6932 cf
SA @ -
Prov. Volume
7042 cf
Elevation=
ORIFICE CALCULATION
Avg. Head =
0.30 ft
Q2 Area = 2.18
sq. in.
Flow Q2, cfs
0.040 cfs
Q5 Area = 0.87
sq. in.
Flow Q5, cfs
0.016 cfs
Orifice Area 1.77
sq. in.
No. of Orifices
1,
Q= 0.033
cfs
Diameter, inches
1.50 weir H x W
F 7 in x
in
Drawdown =
25, days
COMMENTS
Surface Area, Volume and Orifice are within Design Guideline

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