SW7090711_HISTORICAL FILE_20210603

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
FPO HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMM D D

ROY COOPER
Governor
DIONNE DELLI-GATTI
Secretary
BRIAN WRENN
Director
Camden Realty Group, LLC
Attention: William Owens, Manager
P.O. Box 2241
Elizabeth City, NC 27909
Dear Mr. Owens:
NORTH CAROLINA
Environmental Quality
June 3, 2021
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7090911
Camden Towne Center
Camden County
W mo
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7090911 for a stormwater treatment system consisting of a wet
detention pond serving the Camden Towne Center located at the intersection of US
Hwy 158 and NC Hwy 343 in Camden, NC expires on December 30, 2021. This is a
reminder that permit renewal applications are due 180 days prior to expiration. We do
not have a record of receiving a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Application forms for renewal can be found on our website at:
https•//dea nc gov/about/divisions/enema-mineral-land-resources/energy-mineral-land-
rules/stormwater-program/post-construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit. Failure to maintain a permit subjects the owner to assessment of civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application form. You can request a copy by e-mailing me at roger.thorpe(a)ncdenr.gov.
Sincerely,
f°( Roger K. Thorpe
Environmental Engineer
-EM QM North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
m
252.946.6481

A 'rA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
December 5, 2014
Camden Realty Group, LLC
Arm.: Mr. William Owens, Manager
PO Box 2241
Elizabeth City, NC 27909
Subject: Approved Plan Revision
Camden Towne Center, Lot 3
Stormwater Project No. SW7090911
Camden County
Dear Mr. Owens:
John E. Skvada, III
Secretary
On October 28, 2014, the Washington Regional Office received a Plan Revision request for Stormwater
Management Permit Number SW7090911.
The plan revision request is for the following:
To revise the first portion (Lot 3) of an overall shopping center and to implement some minor
changes to the wet detention basin, more specifically, to replace the gabion wall within wet
detention basin with the bulkhead wall and to remove two dewatering pipes.
Based on the current Division of Energy, Mineral, and Land Resources Guidance on this issue your plan
revision request is hereby approved. Please incorporate the approved plan set (attached) into your existing set
and permit file.
Please be reminded that your current permit is issued for a total of 319,730 square feet of impervious
area. This portion of the project (lot 3 with two access roads) contributes 81,394 square feet of impervious area,
leaving 238,336 square feet available for future development. If at any point in future, your project exceeds the
allowable impervious area of 319,730 square feet, the permit will have to be modified.
Please be aware that all terms and conditions of the permit issued on November 12, 2009 remain in full
force and effect. Please also understand that the approval of this revision to the approved plans for the subject
State Stormwater Permit is done on a case -by -case basis. Any other changes to this project must be submitted
to and approved through the Division of Energy, Mineral, and Land Resources prior to construction.The
issuance of this plan revision does not preclude the permittee from complying with all other applicable statutes,
rules, regulations or ordinances which may have jurisdiction over the proposed activity, and obtaining a permit
or approval prior to construction.
If you have any questions concerning this matter, please do not hesitate to call me at [phone].
Sincerely,
Samir Dumpor, PE
Environmental Engineer
Division of Energy, Mineral, and Land Resources . Land Quality Section
Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889 • Phone: [phone] FAX: [phone]
Internet: httoalportal.ncdenr.org/web/Ir/land-guality
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PHM\sd: G:\LR\SWP\SD\PLANREVISIONS\SW7090911
cc: Douglas Abbott, PE, Hyman & Robey, PC'
✓ Washington Regional Office
Division of Energy, Mineral, and Land Resources . Land Quality Section
Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889 • Phone: [phone]/ FAX: [phone]
Internet: ham://portal.ncdenr.org/web4r/land-quality
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October 24, 2014
Samir Dumpor
Dept. of Environment and Natural Resources
Division of Water Resources - Stormwater Management
943 Washington Square Mall
Washington, NC 27889
Subject: Camden Towne Center, Lot 3
Compliance to Camden Towne Center
Stormwater Management Permit # SW7090911
HR Project # 140050
Dear Samir:
Camden Realty Group, LLC, is proposing to
overall shopping center). Please note that I
center per the Stormwa
Narrative enclosed t Ch� amden Towne Ce'n
design is in compliance wi a current Stoi
i four unit commercial site (as the first portion of an
npervious covera tted to the entire shopping
12, 2009, is 319,730 sf. er the plans and
n ri u es sf of impervious) Therefore, the
Enclosed for your information, please find the following items:
1. Two (2) copies of the plans for the Camden Towne Center, Lot 3.
2. Two (2) copies of the Project Description with Appendix including: Drainage and Erosion Control
Calculations, USDA Soils Information, USGS Quad map, FEMA Firmette, Current Property Deed,
State Corporation information, and Precipitation Data.
If you have any questions or require additional information, please do not hesitate to call this office at
[phone].
Sincerely,
Hyman & Robey, PC
Doug as A. Abbott, PE
Project Engineer
cc: file
William Owens, Camden Realty Group, LLC
P. O. Box 339 Camden, North Carolina 27921
[phone] License C-0598
Hyman & Robey, PC w .hymanrobey.com

REGE ED
OCT-24 21N4

Name of Stream
Description
Curr. Class
Date
Basin
Stream Index #
Mill Dam Creek
From N.C. Highway A
SB
04/06/61
Pasquotan
30-3-13-3-(2)
343 to Areneuse Creek
k
Portohonk Creek
From source to
C;Sw
09/01/74
Pasquotan
30-3-14
and connecting
Pasquotank River
k
canals
Raymond Creek
From source to
C;Sw
07/01/73
Pasquotan
30-3-17
Pasquotank River
k
Beaverdam Swamp
From source to
SC
04/06/61
Pasquotan
30-3-17.5
Pasquotank River
k
Dismal Swamp
From North
C;Sw
08/01/98
Pasquotan
30-3-2
Canal
Carolina -Virginia
k
State Line to
Pasquotank River
Hamburg Ditch
From source to Dismal
C;Sw
09/01/74
Pasquotan
30-3-2-1
(Cross Canal)
Swamp Canal
k
Sherrill Ditch
From Corapeake Ditch
C
03/01/77
Pasquotan
30-3-2-1-5
to Hamburg Ditch
k
Southwest Ditch
From source to Hamburg
C;Sw
09/01/74
Pasquotan
30-3-2-1-6
Ditch
k
Northwest Ditch
From source to Hamburg
C;Sw
09/01/74
Pasquotan
30-3-2-1-7
Ditch
k
Reddick Ditch
From North
C;Sw
09/01/74
Pasquotan
30-3-2-1-7-1
Carolina -Virginia
k
State Line to
Northwest Ditch
Corapeake Ditch
From source to Reddick
C
03/01/77
Pasquotan
30-3-2-1-7-1-1
Ditch
k
Joyce Creek
From source to Dismal
C;Sw
08/01/98
Pasquotan
30-3-2-2
Swamp Canal
k
Turners Cut
From Dismal Swamp
C;Sw
08/01/98
Pasquotan
30-3-4-(1)
Canal to a point 1.2
k
miles upstream of mouth
Turners Cut
From a point 1.2 miles
WS-IV;Sw
08/01/98
Pasquotan
30-3-4-(2)
upstream of mouth to
k
Pasquotank River
Cooper Creek
From source to
WS-IV;Sw
08/03/92
Pasquotan
30-3-4.5
Pasquotank River
k
Sawyers Creek
From source to
C;Sw
07/01/73
Pasquotan
30-3-6
Pasquotank River
k
Page 3 of 3 2009-10-31 06:19:54

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor
Mr. William Owe Manage
Camden Real Group, LLC
PO Box 1,7e4
City, NC 27906
Dear Mr. Owens:
Director
October 30, 2009
Subject: Stormwater Review SW7090911
Camden Towne Center
Camden County
This office received a Coastal Stormwater permit application and plans for the subject
project on September 17, 2009. A preliminary review of your project indicates that before a
State Stormwater permit can be issued the following additional information is needed:
V I. Please provide the Stream Classification and the Index number in drainage areas
table on page 2 of 4 of the Stormwater Application.
2. Revise the total drainage area for Drainage Area 1 in the Drainage Areas table
(page 2 of 4 of the Stormwater Application) to match the drainage area shown on wet
detention pond supplement
3. Raise the top elevation of Gabion wall in the wet pond to match the Temporary Pool
elevation.
4. Revise the side -slopes of forebay above the permanent pool, (which in this case is
the elevation of top of clay liner) to be 3:1 or flatter.
5. Provide all side -slopes on the wet pond detail.
6. Provide two copies of signed and sealed revised sheets and requested documents.
The above requested information must be received in this office prior to November 30,
2009 or your application will be returned as incomplete. The return of this project will
necessitate resubmittal of all required items including. the application fee. If you need additional
time to submit the required information, please mail or fax your request for time extension to me
at the Letterhead address and include the application number on the request. The request must
include justification for the amount of additional time needed. The request will only be granted
for justifiable delays that are unforeseen and beyond the owner or consultant's control.
You should also be aware that the Stormwater Rules require that the permit be issued
prior to any development activity. Construction without a permit is a violation of 15A NCAC
2H.1000 and North Carolina General Statute 143-215.1 and may result in civil penalties of up to
$25,000 per day.
North Carolina Division or Water Quality Internet: orNVNV newaterquality.org
943 Washington Square Mall Phone: [phone] One
Washington, NC 27889 FAX [phone] NorthCarolina
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Page 2 of 2
Please reference the Stormwater Project Number above on all correspondence. If you
have questions, please feel free to contact me at [phone].
Sincerely,
Samir Dumpor, PE
Environmental Engineer
Washington Regional Office
cc: Washington Regional Office
Samuel Nye, PE, Integrated Design, 111 Oberlin Road, Raleigh, NC 27607

I
NOV 0 G '2009 MEMORANDUM
inregraNd Uesign
Company: NCDENR-Stormwater Review -Washington 3 November 2009
WOCCLD
Attention: Mr. Samir Dumpor, PE
From: Samuel R. Nye, PEj"r'nl
Reference: Camden Towne Center — Stormwater Review SW7090911
Thank you for your comments regarding the stormwater design for the Camden Towne Center
project. We have revised the plans and application per your comments. Please see the below
explanation of the changes.
V/1. Please provide the Stream Classification and the Index number in drainage areas table on
page 2 of 4 of the Stormwater Application.
The Stream Classification and Index numbers have been added. Sawyer's Creek is
class C;Sw and the index number is 30-3-6.
2. Revise the total drainage area for Drainage Area 1 in the Drainage Areas table (page 2 of 4
of the Stormwater Application) to match the drainage area shown on wet detention pond
supplement.
I have revised the table to show areas that correspond to the supplement and
associated drainage area maps (DA 1.0 & DA 2.0).
/ 3. Raise the top elevation of Gabion wall in the wet pond to match the Temporary Pool
V elevation. ?
The Gabion wall has been raise to elevatio 4.25 per your request. See sheets Site
/ 201 and Site 402.
4. Revise the side -slopes of forebay above the permanent pool, (which in this case is the
elevation of top of clay liner) to be 3:1 or flatter.
Per your comment, side slopes above elevation 1.5 have been reduced to 3:1 max.
This change required we slightly revise the "Camden Professional Park — Wet Pond
Surface Area and Volume Breakdown" and the "Wet Detention Basin Supplement."
V 5. Provide all side -slopes on the wet pond detail.
Wet pond detail revised to include max sides slopes on all internal slopes. See detail
on sheets Site 402 and Site 501.
V 6 Provide two copies of signed and sealed revised sheets and requested documents.
Two copies of signed and sealed revisions and requested revised documents have
been provided.
Please call (919-832-6658) with any questions you may have; thank you.
Integrated Design Phone: [phone]
1111 Oberlin Road Fax: [phone]
Raleigh, North Carolina 27605 w Jd-aep.com

P
•
Integrated Design
TO: NCDENR-Washington Office
943 Washington Square Mall
Washington, NC 27889
252-946-6481
FAX: [phone]
ATTN: Mr. Samir Dumpor, PE
JOB CODE: WOCCLD
DATE: 3 November 2009
x Attached:
Under separate cover:
RE: Camden Towne Center — SW7090911 - Stormwater Management Permit Resubmittal
No. Copies Description
2 Memo regarding revisions and clarifications
2 Stormwater Management Permit Application Form -4F r,
2 Wet Detention Basin Supplement
2 Wet Pond Surface and Volume Breakdown Nov 0"IS R09
2. Sawyer's Creek Classification Information
Mr. Dumpor
If you have any questions or are missing any information please call me and I'll try to get you something ASAP.
Thanks,
Sam Nye
VIA FAX _ PAGES Including this Cover
OVERNIGHT
x MAIL
HAND CARRY
TO BE PICKED UP
COPIES TO:
FOR YOUR REVIEW
X FOR YOUR APPROVAL
FOR YOUR USE
AS REQUESTED
RETURN COPIES
SIGNED: yl�"J/
Samuel R. Nye, PE
Integrated Design Phone: [phone]
1111 Oberlin Road Fax: [phone]
Raleigh, North Carolina 27605-1136 • vmv.id-aep.com
Please notify us immediately if enclosures are not as noted

TO: NCDENR-Washington Office
JOB CODE! WOCCLD
Integrated Design
943 Washington Square Mall
Washington, NC 27889
252-946-6481
FAX: [phone]
ATTN: Scott Vinson
i DATE: 9 September 2009
x Attached:
Under separate cover:
RE: Camden Towne Center — Stormwater Management Permit Application I. _
No. Copies
1 + 1 copy
1
1
1
Description ccn 17 2t?G�
Stormwater Management Permit Application Form
Wet pond supplement & O&M manual
$505 processing fee
Calculations package
Coov of soils reDort
2 Copies of construction documents
1 Copy of deed restrictions
I think this application goes to you. If you have any questions or are missing any information please call me and I'll try to
get you something ASAP.
Thanks,
Sam Nye
VIA FAX _ PAGES Including this Cover
_ OVERNIGHT
x MAIL
HAND CARRY
TO BE PICKED UP
COPIES TO:
Integrated Design
1111 Oberlin Road
Raleigh, North Carolina 27605-1136
_ FOR YOUR REVIEW
X FOR YOUR APPROVAL
_ FOR YOUR USE
AS REQUESTED
RETURN COPIES
SIGNE .
S uel R. Nye, PE
Phone: [phone]
Fax [phone]
w Jd-aep.com
Please notify us immediately if enclosures are not as noted

W CC-C,1L17
l
6 i i 6 YA Vi " n
41. E� 3�E` ' L
May 27, 2009
Mr. Samuel R. Nye, PE SEP 17 2009
Integrated Design, PA
1111 Oberlin Road
Raleigh, North Carolina 27605
Subject: Report of Subsurface Investigation
Proposed Site - Camden Towne Center
Camden County, North Carolina
Dear Mr. Nye,
Pursuant to your request, Hyman & Robey, PC has completed a soil evaluation to determine the
suitability of the proposed detention pond site for wet detention. The location of the proposed wet
detention pond was taken from a site plan provided by you titled "Camden Towne Center" page Site 201,
dated 3/04/09.
At the indicated locations, we advanced hand augurs to six feet or as deep as possible. The following
information was documented at each location. Soil type according to USDA, SCS Classification, soil
texture, seasonal high water table (based upon color), and observed water table (groundwater in
hole).The purpose of this evaluation was to provide you with the soils and water table information needed
to design a stormwater wet detention pond.
The site evaluation was performed on May 19, 2009 by Sean C. Robey, PE and Kimberly Hamby. The
soil borings were conducted with an AMS 2-314" diameter 6' long hand mud auger. The boring locations
were located by measuring from existing survey control present on site. The first two boring attempts
were aborted due to encountering stone from the existing septic system. Stone was encountered at a
depth of 12-16" below the surface. Three additional bores were performed and are listed below.
Boring Number 1 was taken at a location where soils maps indicate State soils. The elevation at the
boring location is approximately 4.0'. The sandy loam topsoil was found to be very shallow, only 4-6"
deep. From 4" to 24" was a fine, sandy, clay loam. At 24" the soil changed to a clay loam. At 36", the
clay became massive with respect to soil structure and very sticky with respect to soil consistency.
Wetness was also apparent at this depth. At 46", the soil changed to wet, clayey sand with a chroma
color less than 2 according to the Munsell Soil Color Chart. The low chroma indicates the seasonal high
water table is located at a depth of approximately 4', or elevation 0.0'.
Boring Number 2 was taken at a location near where the soils maps indicate a transition from
State to Altavista soils. The elevation at this boring location is approximately 4.0'. The sandy loam
topsoil was 6" deep. At 6" was a fine, sandy, clay loam that changed to a clay loam between 18 and 24".
The soil became more sandy and wet at 36". At 48", the low chroma color indicated a seasonal high
water table at a depth of approximately 4% or elevation 0.0'.
Boring Number 3 was taken from an area just inside the existing woods line where the existing
elevation is approximately 2.5'. The sandy loam topsoil extended to a depth of 10-12". From 12" to 24"
was fine, sandy, clay loam. At 24", the soil became more clayey and the with a low chroma color
indicating a possible water table at about elevation 0.5'-0.0'. As we continued, the soil changed back to a
sandy clay loam with a higher chroma at 36" deep. A short layer of high chroma color was encounter as
the soil changed back stiff clay at 48". The soil changed to brightly colored wet sand at 60" deep or
elevation -2.50.
Based on the results of the three borings, we have determined that there is an apparent perched
water table located near elevation 0.0' with a normal water table around elevation -2.5. The only way to
accurately measure the seasonal high water table is to install monitoring wells.
P. O. Box 339 Camden. North Carolina 27921
[phone]
w .hymanrobey.com
11

Camden Professional Associates, Inc.
May 27, 2009
The attached 'Physical and Chemical Properties of the Soil' table from the Camden County Soil
Survey indicates permeability rates in excess of 0.671hour, which is suitable for infiltration. Although no
hydraulic conductivity tests have been performed, we feel that the clay soils we encountered provide a
restrictive soil horizon that would negatively impact infiltration. Therefore, the on -site soil conditions are
more favorable for wet detention as stormwater treatment.
If you have any questions concerning the above material, please do not hesitate to call.
Regards,
SEAL
y, PE = 18550
ZZ
S22'd� i ••'�'(iINEEe.'.• ��

102 Soil Survey
TABLE 14.--PHYSICAL AND CHEMICAL PROPERTIES OF THE SOILS
(The symbol < means less than; > means more than. Entries under "Erosion factors--T" apply to the entire
profile. Entries under "Wind erodibility group" and "Organic matter" apply only to the surface layer.
Absence of an entry indicates that data were not available or were not estimated)
I I I
I
.I
I
I I ErosionlWind I
Soil name and 1DepthlClay I
Moist
IPermeabilitylAvailablel
Soil
IShrink-swell I factorslerodi-(Organic
map symbol I I I
bulk
I
I
water Ireactionl potential I
I Ibilityl
matter
I I I density
I
Icapacity I
1 1 E
I T Igroup
I
I In 1 Pot I
g/cc
I
In/hr
1
In/in I
pH
I I
I I
I Pct
I I I
AnA-------------- I 0-6 ISO-2011.30-1.501
I
2.0-6.0
I
10.12-0.2013.E-6.5
I
I I
ILo ----------- 10.241
I I
5 1
I
3 I .5-3
Altavista 1 6-36118-3511.30-1.501
0.6-2.0
10.12-0.2013.6-6.0
ILow---------- 10.241
1
1
136-601 2-1511.30-1.501
>2.0
10.02-0.1213.6-6.0
1Low---------- 10.171
1
1
1 1 1
AtA-------------- 1 0-6 I10-2011.40-1.701
1
2.0-6.0
1
10.10-0.1514.5-6.0
1
1 1
ILow---------- 10.201
1 1
4 1
1
3 1 .5-2
Augusta 1 6-44120-3511.35-1.601
0.6-2.0
10.12-0.1814.5-6.0
ILow---------- 10.241
1
1
144-721 2-1511.30-1.501
>20.0
10.02-0.1013.6-6.0
ILow---------- 10.171
1
1
1 1 1
BaA______________ 1 0-221 --- 10.40-0.651
1
0.2-6.0
1
10.20-0.261
1
<4.5
1 1 1 1
ILow__________ 1____ 1--- 1
1
2 1 20-95
Belhaven 122-72110-3511.30-1.451
0.2-0.6
10.12-0.2013.6-6.5
ILow---------- 10.241
1
1
1 1 1
BOA -------------- 1 0-8 1 3-1011.20-1.501
1
6.0-20
1
10.05-0.1013.6-6.5
1
1 1
ILow---------- 10.171
1 1
3 1
1
2 1 .5-1
Bojac 1 8-32111-1611.35-1.551
2.0-6.0
10.08-0.1613.6-6.5
ILow---------- 10.171
1
1
132-721 1-8 11.30-1.501
6.0-20.0
10.02-0.0714.5-6.0
ILow---------- 10.171
1
1
1 1 1
CfA-------------- 1 0-10112-2711.30-1.501
1
0.6-6.0
1
10.15-0.2214.5-6.5
1
1 1
ILow---------- 10.151
1 1
5 1
1
-5 1 5-15
Cape Fear I10-48135-6011.25-1.401
0.06-0.2
10.12-0.2213.6-6.0
(Moderate ----- 10..321
1
1
148-721 5-3011.40-1.701
0.6-6.0
10.02-0.1213.6-6.0
ILow---------- 10.171
1
1
1 1 1
ChA-------------- 1 0-6 112-2711.30-1.501
1
2.0-6.0
1
10.15-0.2413.6-6.5
1
1 1
ILow---------- 10.431
1 1
5 1
1
5 1 .5-2
Chapanoke 1 6-46116-3511.30-1.501
0.2-0.6
10.15-0.2213.6-6.5
ILow---------- 10.431
1
1
146-721 7-2811.30-1.501
0.2-0.6
10.15-0.2413.6-6.5
(Low ---------- 10.371
1
1
1 1 1
CoA-------------- 1 0-6 112-2711.20-1.401
1
2.0-6.0
1
10.15-0.2013.6-6.0
1
1 1
ILov---------- 10.321
1 1
4 1
1
5 1 2-4
Chowan 1 6-32118-3511.40-1.601
0.2-0.6
10.15-0.2013.6-6.0
[Low ---------- 10.321
1
1
132-721 2-1210.40-0.651
0.2-6.0
10.20-0.2613.6-5.0
ILow---------- 1 ---- I I
I
I I I
DoA-------------- 1 0-801 --- 10.35-0.551
I
0.6-2.0
I
10.20-0.2513.6-4.4
I
I I
1 ------------- I ----
I I
I --- I
I
--- I ---
Dorovan I I I
I
I
I
I I
I I
I
I I I
HOA-------------- I 0-801 --- 10.40-0.701
I
0.6-2.0
I
10.20-0.2513.E-5.5
I
I I
(Low----------10.151
I I
--- I
I
--- I -"
Hobonny I I
I
I
I I
I I
I
I I I
ByA-------------- 1 0-11112-2711.30-1.501
I
0.6-2.0
I
10.13-0.2013.6-5.5
I
I I
ILOw---------- 10.171
I I
5 1
I
5 1 3-15
Hyde ill-40118-3511.30-1.401
0.2-0.6
10.15-0.2013.6-5.5
ILow---------- 10.431
1
1
140-721 -__ I
_-_
I
___
I
___
1
___
1_____________ I ----
I I
I
I I 1
MuA-------------- 1 0-9 1 3-1011.20-1.351
I
2.0-6.0
I
10.06-0.1014.5-6.0
I
I I
ILOw---------- 10.171
I 1
4 1
1
2 1 .5-1
Munden 1 9-371 8-1011.20-1.351
0.6-6.0
10.08-0.1814.5-6.0
(Low ---------- 10.171
1
1
137-721 2-1211.35-1.551
2.0-20.0
10.04-0.0814.5-6.0
ILOw---------- 10.171
1
1
1 1 1
NoA-------------- 1 0-7 110-2011.20-1.351
1
2.0-6.0
1
10.06-0.1613.6-5.5
1
1 1
ILow---------- 10.201
1 1
4 1
1
4 1 1-8
Himmo 1 7-411 B-1811.20-1.351
0.6-2.0
10.08-0.1813.6-5.5
ILow---------- 10.171
1
1
141-721 1-8 11.35-1.551
2.0-20.0
IO.D4-0.0813.6-5.5
ILo----------- 10.171
1
1
1
1 1 1
PeA-------------- 1 0-8 112-2711.20-1.401
1
2.0-6.0
1
10.13-0.2014.5-6.5
1
1 1
ILow---------- 10.371
1 1
5 1
5 1 2-8
Perquimans 1 8-60118-3511.40-1.601
0.2-0.6
10.15-0.2014.5-6.0
ILOW---------- 10.431
1
1
160-721 8-2511.20-1.401
0.2-0.6
10.13-0.2014.5-6.0
ILow---------- 10.371
1
1
1 1 1
PtA-------------- 1 0-11110-2011.30-1.401
1
0.6-6.0
1
10.12-0.1813.6-5.5
1
1 1
ILow---------- 10.241
1 1
5 1
1
3 1 3-8
Portsmouth 111-29120-3511.45-1.551
0.6-2.0
10.14-0.2013.6-5.5
ILow---------- 10.281
1
1
129-651 2-1011.40-1.651
6.0-20
10.02-0.0513.6-6.0
ILow---------- 10.171
1
1
1 1 1
PuA-------------- 1 0-6 1 --- 10.35-0.601
1
0.6-6.0
1
10.20-0.261
1
<4.5
1 1
ILow__________ 1____
1 1
1___ 1
1
2 1 40-90
Pungo 1 6-971 --- 10.35-0.601
0.06-0.2
10.20-0.261
<4.5
ILow---------- I ----
I I
I
197-99135-6011.25-1.351 0.2-6.0 10.12-0.1813.6-5.5 IModerate----- 10.241
1 1 1 1 1 1 1 1 1

Camden County, North Carolina 103
TABLE 14.--PHYSICAL AND CHEMICAL PROPERTIES OF THE SOILS --Continued
I I I
Soil name and 1DepthlClay I
I I I
Moist IPermeabilitylAvailablel
Soil
I I ErosionlWind I
IShrink-swell I factoralerodi-(organic
map symbol I I I
bulk
I
I
water Ireactionl potential I
I
Ibilit yl matter
I I I
density I
Icapacity
I
I I E I T
(group I
I In I Pct I
g/cc
I
In/hr
I
In/in 1
pH
I I
I
I I Pct
I I I
BOA -------------- I 0-6 112-2711.20-1.501
I
0.6-2.0
I
10.14-0.2013.E-5.5
I
I I
(Low ---------- 10.371
I
4
I I
1 5 I .5-8
Roanoke 1 6-11120-3511.20-1.501
<20
10.16-0.1913.6-5.5
(Moderate ----- 10.241
1 1
111-40135-6011.35-1.651
<0.2
10.10-0.1913.6-5.5
IModerate----- 10.241
1 1
140-721 5-5011.20-1.501
1 1 1
1
0.06-20
10.04-0.1413.6-6.5
1Moderate----- 10:241
1 1
RPA-------------- 1 0-111 --- 10.40-0.651
0.2-6.0
1
10.24-0.4613.6-5.5
1
1 1 1
ILow---------- I ---- I ---
1 1
1 2 1 20-50
Roper 111-17118-3511.30-1.401
0.2-0.6
10.16-0.2413.6-5.5
ILow---------- 10.431
1 1
117-41118-3511.30-1.401
0.2-0.6
10.16-0.2413.6-7.8
ILOW---------- 10.431
1 1
141-721 --- I
---
I
---
I
---
13.6-7.8
1 ------------- I ----
I
I I
I I I
SeA-------------- 1 0-7 1 2-1011.30-1.601
I
6.0-20
I
10.05-0.1114.5-6.5
I
I I
ILow---------- 10.101
I
5
I I
1 2 1 .5-2
Seabrook 1 7-741 2-1211.30-1.601
I I I
6.0-20
10.02-0.0914.5-6.5
ILow----------10.101
1 1
StA, StE--------- 1 0-8 110-2011.25-1.401
I
0.6-6.0
I
10.08-0.1513.6-5.5
I
I I
ILow---------- 10.281
I
5
I I
1 3 1 <2
State 18-42118-3411.35-1.501
0.6-2.0
10.14-0.1913.6-5.5
ILOW---------- 10.281
1 1
142-721 2-1511.35-1.501
1 1 1
>2.0
10.02-0.1013.6-6.5
ILO w----------10.171
I 1
ToA-------------- 1 0-8 110-2011.30-1.601
1
2.0-6.0
I
10.10-0.1513.6-5.5
1
1 1
ILOW---------- 10.201
1
5
1 1
1 3 1 1-8
Tomotley 1 8-38118-3511.30-1.501
0.6-2.0
10.12-0.1813.6-5.5
ILow----------10.201
1 1
138-43115-4511.30-1.601
0.2-2.0
10.12-0.1813.6-6.0
ILow---------- 10.201
1 1
143-601 2-1511.35-1.501
I I I
>2.0
10.02-0.1013.6-6.0
ILOW---------- 10.171
1 1
Dd. I
I
I
I
I
I
I I
I
I
I I
Odorthenta I I I
I
I
I
I
I I
I
I
I I
I I
I I I
WdA-------------- 1 0-141 ___ 10.40-0.651
I
0.2-0.6
I
10.20-0.2513.E-5.5
I
I I
1------------- 1----
I
1---
I I
I 2 120-50
Wasda 114-20115-2511.20-1.501
0.6-2.0
10.14-0.2013.6-5.5
ILow---------- 10.201
1 1
120-43118-3511.35-1.601
0.6-2.0
10.12-0.1813.6-5.5
ILow---------- 10.201
1 1
143-481 B-2011.35-1.601
0.6-2.0
10.12-0.1815.1-7.8
(Low ---------- 10.241
1 1
148-721 ___ I
___
1
___
I
___
I
___
I_____________ I____
I
I I
I I I
YeA-------------- 1 0-7 112-27I1.20-1.401
1
2.0-6.0
I
10.15-0.2013.6-6.0
I
I I
ILOW---------- 10.371
I
5
I I
1 5 1 .5-2
Yeopim 1 7-42120-3511.40-1.601
0.2-0.6
10.15-0.2013.6-6.0
ILow---------- 10.371
1 1
142-721 2-2511.40-1.601
I 1 1
1
0.6-6.0
10.15-0.2013.6-6.0
1
1
[Low ---------- 10.171
1 1 1
1
1 1
1 1
.f\-

v
x
♦s
k
r t�
f
fl
2
f
r _
d
J
1 ii
r

el

S� U4P5w7o 6,71/ ice)
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM SEP 2 1 2009
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A. I
1. Project Name CumAz-v, TT
owne Celt.,-- %
2. Location of land -disturbing activity: County City or Township j.ty
�I
Highway/Street Tic 3 q 3 uS 158 Latitude 3(9"54'59 a N Longitude '7 6� 2 t �°/ W
3. Approximate date land -disturbing activity will
4. Purpose of development (residential, commercial, industrial, institutional, etc.): a I' era'i
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): (D r +
6. Amount of fee enclosed: $ `{ S 5 The application fee of $65.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $585).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed ✓
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name tJ j l (7ctwj n per 5 E-mail Address w w o r✓Gn S P� Va k9• htf
Telephone [phone]H01 Cell # 2Q 9661 Fax#
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Willow Owcns-�a.�sPcr �u1ry iVO-yLL-(. 9/9444-0clY
Name Telephone
P.O. 8-, 17l' 4 F, 0' to K 174
Current Mailing Address Current Street Address
GJ, uc 27906
City State Zip
w� a � iL
10. Deed Book No. Page o._
t1i..cci�
Part B.
Fax Number
,F ,,kA& r" NC 27 *6
City J State Zip
Provide a copy of the most current deed.
Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide
comprehensive list of all responsible parties on an attached sheet): - `-
Name
Ro.l3ox )-76y
Current IMailing Address q /
City j State Zip
E-mail Address
7009
PD, 03®z 17Gy
Current Street Address
41,A►�th n �, Nc 2Z 906
City State Zip
Telephone_ 252Z- 335-d-901 Fax Number

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Current Mailing Address
E-mail Address
Current Street Address
State Zip City
Telephone Fax Number
State Zip
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent
Current Mailing Address
City
Telephone.
E-mail Address
Current Street Address
State Zip City
Fax Number
State Zip
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there be any change in the information provided herein.
//, (f"tx_ 6v,. 6'
Type or print name
Signature
Title or Authority
ZY� Zeo9
Date
a Notary Public of the County of T G
State of North Carolina, hereby certify that LO appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my hand and notarial seal, this day of Cv 20 0
Notary
Seal Colo. p11son5i1 ZO14
My commission expires

Central Files: APS_ SwP_
02/26/13
Permit Number SW7090911
Permit Tracking Slip
Program Category
Status Project Type
State SW
Active New Project
Permit Type
Version Permit Classification
State Stormwater
1.00 Individual
Primary Reviewer
samir.dumpor
Coastal SW Rule
Coastal Stormwater - 2008
Permitted Flow
Facility Name
Camden Towne Center
Location Address
NC 343 US 158 Intersecti
Elizabeth Cty NC
Permit Contact Affiliation
Major/Minor Region
Minor Washington
County
Camden
27906 Facility Contact Affiliation
Owner Name Owner Type
Camden Realty Group LLC Non -Government
Owner Affiliation
William Owens
Manager
PO Box 1764
Elizabeth Cty NC 27906
Scheduled
Orig Issue App Received Draft Initiated Issuance
11/12/09 09/17/09
Public Notice Issue
11/12/09
Effective Expiration
11/12/09 12/30/21
Regulated Activities Requested/Received Events
State Stormwater - HD - Detention Pond Deed restriction requested
Deed restriction received
Additional information requested 10/30/09
Additional information received 11/06/09
Outfall NULL
Waterbody Name
Stream Index Number Current Class Subbasin

r,
STORMWATER SUBMITTAL REQUIREMENTS
WET DETENTION POND
I. Objective
A. Collect all runoff from all BUA (proposed and/or existing and/or offsite) as the case may be,
by any means including piping or swales, and direct it to the pond.
B. Check the proposed pond design to make sure it meets or exceeds the minimum design
criteria for surface area, volume and drawdown.
H. What makes up a complete wet detention pond application package?
A. Two sets of sealed, signed & dated layout & grading plans with, appropriate details.
(Additional sets of plans may be requested for projects in certain counties)
B. Completed application with supplement(s), SWU-101, SW401-Wet Pond, and inspection and
maintenance agreements.
C. Deed restriction document, if applicable (for subdivisions & projectsvdith out parcels)
D. Sealed, signed & dated calculations.
E. Estimated seasonal high water table elevation at all pond locations.
F. Chlorides test results must be provided if the project is within Y: mile of SR waters (Phase II).
(This is only required to test out of SR water treatment requirements)
III. BIMS entry (for DWQ use only)
Enter & track application acknowledged date, review date, add info requested/received dates, permit
issue dates, and drainage area info. Best done after the add info letter is written and before sending
permit up for signature.
IV. Shell documents (for DWQ use only)
Permit shells: s:\wqs\stormwater\shells\highcompond
s:\wqs\stormwater\shells\highsubpond
s:\wqs\stormwater\shells\HDhybrid
Spreadsheet: s:\wqs\stormwater\excel spreadsheets\pond
VI. Review Procedure
A. APPLICATION
1. ✓/An original signature is required. Photocopied signatures cannot be accepted.
2. Y A completed wet detention pond supplement and a signed, dated and notarized wet
2 detention pond Inspection and Maintenance Agreement with an original signature.
3. The numbers on the supplement match up to the numbers used in the calculations and
shown on the plan details.
4. ✓ Built -upon areas are reported in square feet in Section 111.6.
5. Receiving stream name and classification. This is important because in the non -Phase
ll counties, a wet pond cannot a used on a project that is within ''/z mile of and draining
to SA waters. For Phase 11, a wet pond is allowed within '/2 mile of SA waters.
6.1% Section 111.6 is filled in -cannot be left blank. One column must be filled 'in for each -
7. v�proposed wet pond.
If the applicant is a corporation, partnership or LLC, look it up on the Secretary of State
Corporations Database. Make sure corporation is spelled correctly (capitalization and
punctuation matter) and that the person signing the application is at least a vice-
president in the corporation,,a General Partner in the partnership, a member in a
member -managed LLC, or the manager of a manager -managed LLC. Need
documentation to support if the Articles of Incorporation do not list the members or
managers of the LLC. If an agent signs, then a letter of authorization is needed from the
L president, vice president, general partner, member or manager.
8. V For subdivided projects, a signed and notarized deed restriction statement must be
provided.

Wet Detention Pond, cont.
ti
ZI
GL'eclC
" S n
CGjc3
'1 Il
CALCULATIONS
1. V The orifice is sized based on drawing down the calculated minimum volume in 2-5
days. The average head to use in the orifice equation is approximately one-third of
the distance between the permanent pool elevation (PPE) and the elevation of the
next available outlet above the permanent pool. The elevation of the next available
outlet must be either the elevation where the minimum volume is provided, or it can
be higher. The temporary pool elevation (TPE) to report on the supplement will be
the elevation of the next available outlet above the PPE. The temporary pool volume
(TPV) to report on the supplement is the volume between the specified PPE and the
TPE.'
2WFor Phase II projects that are within % mile of and draining to SR waters, the
difference in runoff from the predevelopment and post -development conditions for
the 1 year 24 hour storm must be controlled and treated.
3. For Phase II projects, the discharge rate leaving the pond can be no more than the
1` pre -development discharge rate for the 1 year 24 hour storm.
4.Nf/For Phase II projects draining to SA water, no discharge to surface waters may occur
from wet ponds. The discharge leaving the orifice must be effectively infiltrated prior to
5. Vreaching surface waters.
The average pond depth is the permanent pool volume divided by the permanent pool
surface area. The result must be between 3 ft. and 7.5 ft. Parts of the pond can be
/deeper than 7.5 ft., but in no case can any part of the pond be less than 3 ft deep.
6. V If the 850Yo TSS chartis used a 30' vegetated filter must be provided at the outlet of the
'pond. If he 9�o TS hart is used, no filter is required.
7. Use the cc rect SA/DA TSS chart from the BMP Manual noting that there are different
charts for different areas of the State.
8. ✓Required surface area at permanent pool.
9. Provided surface area at permanent pool (Based on pond dimensions)
10. ✓Required volume calculation based on 1.5" storm for Phase 11 projects* and 1" storm for
all others projects. *unless the project is Phase II and within '/ mile of and draining to
SR waters then the volume calculation must be based on difference between the pre
/and post development conditions for the 1-yr 24-hr storm.
11.V Table of elevations, areas, incremental volumes and accumulated volumes for overall
,Pond and for forebay, to verify volumes provided.
12.V Forebay designed to hold 20% of the permanent pool volume. (Range of 18%-22%
OK.)
131*Non-erosive flow for 10 yr. storm in the vegetated filter, if using 85% TSS.
14.t/The seasonal high water table must be at or below the proposed permanent pool
elevation to assure that the necessary volume will be available above the permanent
pool.
15. Rounding numbers off during the calculation process can result irl deficiencies. Do not
round the numbers until you get to the final result.
16. VAn additional one foot must be excavated below the bottom elevation of the pond. The 1
foot sediment accumulation depth is not included in the average depth calculation.
4,.(.> el . ; s 2.S i -t:> I s + . o ?
C. P
fie«! V1
Cst (c5 �G

7, ,
Wet Detention Pond, cont.
C. PLANS- Due to storage space constraints, plan sheets should be kept to a minimum. For
small commercial single wet pond projects, the plan set could consist of only 2 or 3 sheets,
layout, grading and details. For larger projects, show as much information as possible on as
few sheets as possible, without cluttering them up.
1.✓ Development/Project Name
2. ✓Engineer name and firm.
3. Legend
4. ✓ North Arrow
5. ✓Location Map with nearest intersection of two major roads shown. Major road is any 1,
2, or 3 digit NC, US or interstate highway.
6. ✓Scale- standard engineering scale, no off -the -wail stuff.
7. ✓Date
8. ✓Revision number and date, if applicable.
9. /Original contours, proposed contours, spot elevations, finished floor elevations, pipe
inverts, swale inverts, etc.
10 Existing drainage (piping, swales, ditches, ponds, etc.), including off -site. Include a map
delineating the offsite drainage areas.
11. roperty/Project boundary lines, bearing & distances.
12. V�can High Water Line or Normal High Water Line, if applicable.
13.vfhe permanent pool elevation must be above the SHWT and above the lowest
elevation of adjacent wetlands. Evaluate the need for a liner and/or berm/slurry wall to
/prevent dewatering the wetland.
14. Drainage easement widths, pipe sizes and swale inverts are provided.
15.VWetlands delineated, or a note on the plans that none exist. Get a copy of the wetlands
delineation map signed by the Corps of Engineers, or have the applicant include a copy
of the unsigned delineation map submitted to the Corps. Wet ponds may not be located
in wetlands unless a permit to fill those wetlands has been obtained.
16.vbetails for the roads, parking, cul-de-sacs, including sidewalk width, radii, dimensions &
slopes.
17VApartment / Condo development- Provide a typical building footprint with dimensions
,and note all concrete and wood deck areas.
18. The drainage area for each wet pond is clearly delineated and numbered to match up to
the calculations and supplement. Drainage area delineation is best done as a separate
�7 Alan sheet.
19. A pond section detail to include the forebay, a 10 foot wide vegetated shelf, pertinent
7�mr e/oo /�b` elevations for the bottom, permanent pool, temporary pool, and SHWT, 3:1 slopes
t above the permanent pool, and the weir elevation between the main pond and the
forebay.
20.✓T,he 10 vegetated shelf extends 6" below and 6" above the permanent pool elevation.
211,"An outlet structure detail showing a trash rack with 56" square openings, the necessary
orifice invert elevation (i.e., the permanent pool), orifice size and temporary pool
elevation.
22.VDimensions for each line and are formed by the permanent pool contour.
22WfAVhere the 85% TSS chart was used, a 30 ft. vegetated filter strip is required to be
shown on the plans & detailed (elevations, inverts, slopes, and flow spreader
mechanism). Please note that the filter strip is not a ditch.
24.✓A forebay is provided for each inlet and located so as to prevent short-circuiting.
25,. VThe pond must have a minimum 1.5:1 length to width ratio and a minimum 3:1 flow path
length. Artificial "baffles" of timber, vinyl, or earth can be used to create a longer flow
path. The top elevation of the baffle should be set at the temporary pool elevation or
higher.
26. A Vegetation plan is specified for the pond, including slopes. Wetlands species are
listed for planting on the 10:1 shelf. Weeping Love Grass is not suitable as a permanent
vegetated cover for pond slopes.
27. All roof drainage must be directed to the pond. Show the roof drain collection lines on
the plan. This is necessary for projects where the buildings back up the property lines
where roof drainage may leave the site' prior to going through the pond.
cSI'�Ic—(soon

North Carolina Secretary of State
http: //ww w. se cretary. state. nc. us/corporations/Corp. as px? P i temld=8...
CORPORATIONS
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Corporations Home
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Date: 10/29/2009
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71 Print apre-populated, Annual Report
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Report I
Corporation Names
Name Name Type
NC Camden Legal
Realty Group,
LLC
Limited Liability Company Information
SOSID: 0992479
Status: Current -Active
Date Formed:
7/27/2007
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Registered Agent
Perpetual
Agent Name:
Owens, William W.
Registered
207 S. Poindexter St.
Office Address:
Elizabeth City NC 27909
Registered
PO Box 2241
Mailing
Elizabeth City NC 27909
Address:
Principal Office
207 S. Poindexter St.
Address:
Elizabeth City NC 27909
Principal
PO Box 2241
Mailing
Elizabeth City NC 27909
Address
loft
10/29/2009 9:39 AM