SW7070619_HISTORICAL FILE_20210714

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW?y7�1/�
DOC TYPE I ❑ CURRENT PERMIT
❑ APPROVED PLANS
F"ISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE I /, ) 7Zly
YYYYMMDD

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
July 14, 2021
CAO Properties, LLC
Attention: Thomas H. Atherton, III, Manager
1320 Penguin Circle
Virginia Beach, VA 23451
Subject: Stormwater Permit Renewal
Stormwater Management Permit SV 7070619
Keep It Simple Suites
Pasquotank County
Dear Mr. Atherton:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7070619 for a stormwater treatment system consisting of a wet
detention pond to serve a proposed Keep It Simple Suites located on Commerce Drive
in Elizabeth City, NC expires on December 7, 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.
If you wish to maintain this permit, please submit a completed permit renewal
application along with a $505.00 fee for permit renewal. Permit application forms for
renewal can be found on our website at: https://deq.nc.gov/about/divisions/energy-
mineral-and-land-resources/stormwater/stormwater-program/post-construction-2. North
Carolina General Statutes and the Coastal Stormwater rules require that this property
be covered under a stormwater permit if it is built. If the project has not been built, you
may request that the permit be rescinded.
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 forms. You can request a copy by e-mailing me at
roger.thorpe(a) ncdenr.gov.
Sincerely,
Roger K. Thorpe
Environmental Engineer
North Carolina Department of Environmental Quality 1 Division of Energy. Mineral and Land Resources
V J/ Washington Regional Office 1 943 Washington Square Mall I Washington. North Carolina 27889
252.94b 6481

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-_ 4,
jj..a•}a� , F
Beverly Eaves Perdue
Governor
Mr. Thomas H. Atherton
CAO Properties, LLC
4016 Holland Blvd.
Chesapeake, VA 23323
Dear Mr. Atherton:
NC®ENR
North Carolina Department of Environment and
Division of Water Quality
Charles Wakild, P. E.
Director
March 26, 2012
Natural Resources
Subject: Failure to Provide Certification
Stormwater Management Permit SW7070619
Keep It Simple Suites
Elizabeth City, NC - Pasquotank County
Dee Freeman
This letter is to inform you of certain conditions of your stormwater permit that have not been met. A Division of
Water Quality file review confirms that a certification of completion has not been submitted. Permit condition number II. 6
states "Upon completion of construction 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. Mail the Certification to the
Washington Regional Office, 943 Washington Square Mall, Washington, North Carolina 27889, attention Division of Water
Quality"
Please provide a copy of the certification or a statement that the project has not been constructed to this Office at the
letterhead address within 30 days of receipt of this letter. If you have questions, please feel free to contact me at (252)
948-3923.
Sincerely,
i
Roger K. Thorpe
Environmental Engineer
Washington Regional Office
Cc Landmark Design Group
North Carolina Division of Water Quality Internet %iwv ncwaterauahty ore
943 Washington Square Mall Phone [phone]
Washington, NC 27889 FAX [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/1 0% Post Consumer Paper
NorthCarolina
Natmally

LANDMARK
September 10, 2007
Roger K. Thorpe
Environmental Engineer
North Carolina Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
Re: Stormwater Review SW7070619, Keep It Simple Suites, Pasquotank County
LMDG Project # 2007014-001.01
Dear Mr. Thorpe,
SEP 1 3 2007
D Q-tlVARO
We are in receipt of your comments dated August 16, 2007 for the above referenced project. The proceeding
comments are in,the respected order in which they were received. A scanned copy of your comment letter has
been attached for your convenience.
North Carolina Division of Water Quality/Roger K. Thorpe/Environmental Engineer/August 16, 2007
CAO Development has been replaced with CAO Properties, LLC.
2. Screen called out on sheet C3.3 in riser detail.
3. Cross sections shown on plan view. The berm is approximately P below the permanent pool
elevation.
4. Shelf revised to IT.
5. Specifications provided. Cattails removed and other species specified.
If you should have any further questions regarding these responses, please feel free to contact me.
Very truly yours,
THE LANDMARK DESIGN GROUP, INC.
K. Kelly Holloman, Associate
Project Manager
KKH/DW W/mmw
Copy: File
S Ipro7ectA2007014 001 OIKISS-PasquotonklCorrespondencelCoinment and SubmivaAC&R for Stmmtr Rev to R. Thorpe 200708 21 doe
Engineers . Planners . Surveyors . Landscape Architects . Environmental Scientists
5544 Greenwich Road, Suite 200, Virginia Beach, VA 23462 [phone] FAX: [phone] [e-mail]

Michael F. Easky, Ciovesnor
Wnnam a. Ross Jr., Secretary
North Carolina Depardnent of Euvho samt and Natural Rerourm
Coken H. Sullins, Director
Divistoa of water QuArty
August 16, 2007
Mr. Thomas H. Atherton
CAD Properties, LLC
4016 Holland Blvd.
Chesapeake, VA 23323
Subject: Stonmwater Review SW7070619
Keep It Simple Suftes
Pasquotank County
Dear Mr. Atherton:
This office received a Coastal Stormwater permit application and plans for the subject project on June 19,
2007. A preliminary review of your project Indicates that before a State Stormwater permit can be Issued the
following additional Information Is needed:
✓1. The submitted application lists the owner as CAO Development. Included in the submittal was a letter
from the North Carolina Secretary of State indicating the owner is CAO Properties, LLC. Please
clarify and list the correct owner on the application.
✓2. The small diameter orifice on the pond outlet structure should have some type of screen to prevent
dogging.
3. Page C3.3 of the plans shows details at several cross sections of the pond. Please Indicate on the
plan view the location of these cross sections. The forebay weir cross section does not appear to be
correct. The top of the underwater berm separating the forebay from the main pond should be
approximately one foot below the permanent pool elevation.
y 4. The vegetated shelf around the pond should be a minimum of 10 feet wide on all sides of the pond.
.-5. The landscaping plan for a wet detention pond should provide specifications for the selection of
vegetation, its installation, and the post -Installation care for the vegetated shelf and the side slopes.
The vegetated shelf should contain several diverse species of shallow water and shallow land
vegetation. Cattails are a dominant species and should not be proposed.
The above requested information must be received in this office prior to September 16, 2007 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 this office at the Letterhead address.
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,
if you have questions, please feel free to contact me at (252) W-3923.
Sincerely,
R4 K Thorpe��
Environmental Engineer
Washington Regional Office
co: Washington Regional Office
—. sandmnrk rla�inn Grntm
North Carolina Division of Water Quality Internet: mvrv.nctvateraualitvora One
943 Washington Square Mail Phone[phone] NpfthCarobna
Washington, NC 27989 Fax [phone] niumily
An Equal OWrtun8yrA8hmall"Action Empbpr-50%RecydIWID%Pwt Cormn)erPeper KL s {{{`

LANDMARK RECEIVED
SEP 1 3 2007
TRANSMITTAL DWQ-WARD
TO: Roger K. Thorpe COPY TO: File
COMPANY: North Carolina Division of Tom Atherton, CAO
Water Quality Properties, LLC
FROM: Kelly Holloman
DATE: September 12, 2007
SUBJECT: Stormwater Review
KISS Pasquotank County
LMDG JOB #: 2007014-001.01
Attached please find: Transmitted as checked below
❑
Prints
❑
For your use
N
Plans
❑
As requested
❑
Specifications
❑
For review and comment
❑
Drawings
❑
For approval
❑
Report
❑
Approved
N
Letter
❑
See Notes Below
❑
See Notes Below
❑
N Permit Application Form and Drainage Area Summaries
S. Iprolectsl2007014.001.01 K/SS-PasquomnklCorrespondencelComment and SubmumA2007014-001.01 Pasquotank KISS trans to R. Thorpe 9 12 07.doc
Engineers ♦ Planners ♦ Surveyors ♦ Landscape Architects ♦ Environmental Scientists
5544 Greenwich Road, Suite 200, Virginia Beach, VA 23462 [phone] FAX [phone]
Email: [e-mail] Website: www.landmarkdg.com

e�rutaasvl�.trva
ECS MID-ATI ANTIC, LLC
Geotechnical - Construction Materials
Mr. Thomas H. Atherton, III
MEB General Contractors
4016 Holland Boulevard
Chesapeake, VA 23323
Re: Pasquotank Development BMP Evaluation
Pasquotank, North Carolina
Dear Mr. Atherton:
JUN 19 2007
®WQ-WAR®
May 7, 2007
ECS Project No. 04:7920
The purpose of this report is to aid in the design and construction of the BMP facilities that is to
be located at Section B of the Pasquotank County Commerce Park in Providence Township,
North Carolina. The infiltration basin is planned to be placed at the northeast corner between
the intersection of Executive Drive North and Commerce Drive. The basin is approximately 375
ft long and 60 ft wide at grade level.
Field Exploration
The field exploration consisted of pet -forming two hand auger probes to depths of about 9 to 10
feet, utilizing a 3-inch diameter auger bucket. The auger was advanced into the ground generally
in 6-inch intervals and samples were extracted for visual inspection to determine the general soil
types. Locations of the hand auger borings are shown in Appendix 1.
Soil Classification and General Subsurface Conditions
An experienced geotechnical engineer classified each soil sample on the basis of visual -manual
procedures in accordance with ASTM Designation: D 2488. Representative soil samples from
the test borings were subjected to sieve analysis, liquid and plastic limit tests in order to
substantiate the visual classifications. The group symbols for each soil type based on the Unified
Soil Classification System (USCS) are indicated in parentheses following the soil descriptions on
the boring logs. The geotechnical engineer grouped the various soil types into the major zones
noted on the boring logs. The stratification lines designating the interfaces between earth
materials on the boring logs are approximate; in situ, the transitions may be gradual. A brief
explanation of the USCS, as well as a Reference Notes for Boring Logs sheet, are provided in
Appendix III of this report.
2700 International Parkway, Suite] 00, Virginia Beach, VA 23452-7855 ° [phone] ° FAX [phone]
Aberdeen, MD Baltimore, MD Chantilly, VA Charloacsville, VA" Frederick, MD Fredericksburg, VA Manassas, VA Ocean City. MD"
Richmond, VA Roanoke, VA Virginia Bcach, VA Waldorl, A1D will iamsburg. VA Winchester, VA York, PA
wwwecslimited coin • n icsiing services only

Pasquotank Development BMP Evaluation
Pasquotank County Commerce Park
Pasquotank, North Carolina
ECS Project No 04 7930
Page
The result of our field explorations indicated that the BMP site was generally covered by
approximately 6 inches of topsoil. Underlying the topsoil, we encountered a layer of sandy to
clayey SILT (ML) approximately to a depth of I to 3 fi below the ground surface. Below this
layer, we encountered a layer of CLAY (CUCH) approximately to a depth of to 5 ft below the
existing grade.
Underneath this layer, we found a 1 ft thick SILT (ML) layer. Below this silt layer, we
encountered a layer of silty SAND (SM) to the end of probing depth of 9 to 10 ft. More detailed
subsurface conditions are provided on boring logs in Appendix 1I.
The water table was found to be at 5 6 and 5.7 ft below the ground surface at the completion of
drilling; and 5.4 and 5.0 ft below the ground surface, 48 hours after the completion of drilling.
This water table can vary depending on seasonal variation. We believe that the highest water
table elevation could be 3.0 feet below the ground surface.
BMP Recommendations
The geotechnical engineer also classified the soil profiles into hydrologic soil groups. This
classification was based on textures of soil according to NRCS National Engineering Handbook-
4, Appendix A: Hydrologic Soil Groups. Each of the soil layers was assigned to a hydrologic
soil group, and its approximate runoff potential and range of infiltration rate was provided based
on this reference in the following Table. Reference notes on Hydrologic Soil Groups are
provided in Appendix WV
Hydrologic
Runoff
Infiltration
Depth
Soil Texture
Soil
Rate
(ft)
GroupPotential
(tr/Iimr )
1-6
Silt, Silty Clay Loam, Silty Clay
D
High
< 0,05
6-10
Sandy Loam
A
Low
> 0.30
It is strongly advised that infiltration tests be carried out with an infiltrometer at the proposed
bottom of the infiltration basin in the design and sizing of the BB4P. Since the actual infiltration
rate may vary from test results and may also decrease over time due to soil bed consolidation or
the accumulation of sediments from the storm water, a factor of safety of 2 should be applied to
the tested infiltration rate to determine the design infiltration rate.

Posgaolmtk Development BHP Evaluation
Pasguotmtk Couat), Commerce Park
Pasguotank, North Carolina
ECS Project No 04 7920
Page 3
Construction Considerations
Precaution should be taken to prevent soil underlying the infiltration basin from compaction by
construction equipment. Basin should be excavated with light earth moving equipment,
preferably, with tracks or over -sized tires located outside the basin bottom.
Once the basin's final construction phase is reached, the floor of the basin should be deeply tilled
with a rotary tiller or disc harrow and smoothed over with a leveling drag or equivalent grading
equipment.
General Comments
This report has been prepared in order to aid in the evaluation of the BMP site and to assist the
Contractor, Architect and Engineer in the design and planning of the BMP. The report scope is
limited to the specific project and location described, and the project description represents our
understanding of the significant aspects relevant to soil and foundation characteristics.
We have appreciated being of continued service to you during the design phase of this project
and look forward to its successful construction. If you should have any questions regarding the
information and recommendations contained in this report or if we can be of any further
assistance, please contact our office.
Respectfully,
ECS MID -ATLANTIC, LLC
Al -lkv �4pl Val
Muhammad Shafiqur Ralunarl, P.E.
Senior Geoteclnical Engineer
T. Christopher Hahn, REM
Vice President and Branch Manager
cc: Mr. Thomas H Atherton,l7I, MEB General Contractors
Enclosures:
1/t E TIERS/MSR/792On920PuquounkBt I P doe

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IECS PROJECT NO: 0. =7920
PASQUOTANK DEVELOPMENT BMP EVALUATION
PASQUOTANK COUNTY COMMERCE PARK
PASQUOTANK, NORTH CAROLINA 11
-:tDEPTH �
B
pg I RI N ORMATL-RAL
0-0.5
Topsoil, Sandy SILT, Very Dark Gray, Moist, (ML)
05-3
Sandy to Clayey SILT, Black to Very Dark Cray, Moist, (ML)
3-5
Silty CLAY, Mottled Gray and Brown, Moist to Wet, (CL)
5-6
SILT, Light Gray, Wet, (ML.)
6-10
Silty Fine SAND, Gray, Wet, (SM)
Groundwater encountered at 5.6 it below existing grade at the completion of drilling
Groundwater encountered at 5.4 ft below existing grade 49 hours after completion of drilling
END OF BORING AT 10 FT
DEPTH
BORIN GNUMBEWAIA-2, 7
`.'DESCRIPTION.OF MATERIALS o
0-0.5
Topsoil, Sandy SILT, Black, Moist, (ML)
0.5-3
Silty CLAY, Mottled Gray and Brown, Moist, (CL.)
3-4
Fat Clay, Trace Sand, Mottled Gray and Brown, Moist, (CH)
4-5
SILT, Light Yellowish Brown, Moist to Wet, (ML)
5-9
Silty SAND, Gray, Wet, (SM)
Groundwater encountered at 5.7 It below existing grade at the completion of drilling
Groundwater encountered at 5.0 it below existing grade 48 hours after completion of drilling
END OF BORING AT 9 FT
Note: Soils were classified in general accordance with ASTM D-2488
(Description and Identification of Soils - Visual/Manual Procedures)

UNIFIED SOIL CLASSIFICATION SYSTEM (USCS)
Tablo Unified System of Ciasslflcallon
Group
Major divisions
symbols
Typical names
GW
Well -graded gravels and gravel -
Jo
� >
mixtures, little or no lines
m
`o a a,
U (Ej
Poorly graded gravels and
fl
GP
gravel -sand mixtures. little or no
g
> E & z
fines
N
E o m o
U tP
GM
silty grovels. grovel -sand -silt
o
E 3
i
mixtures
CC
Clayey gravels, gravel -sand -day
-a
auxtures
Well -graded sands and gravelly
vg
5 W
sands. little or no 8n'es
Poorly graded sands and gravelly
Le c 6
V
G
U H
c
y a u ,Zo
SP
sands. little or no fines
-B��
SM
silty sands. surd -silt mixtures
S
oE
8g
SC
Clayey ands, Bond -clay mixtures_
Inorganic silts, very flue sands.
ML
rock Hoar, silty or clayey fine
sands
Inorganic clays of low to
o. Qe
CL
medium plasticity, gravelly
clays, sandy clays, silty clays,
gi
lean clays
in e
'b Z
Organic silts and organic silty
c il
8 �
'OL
clays of low plasticity
U n
m
Inorganic silts, micaceous or
E
ee
MH
diatomaceous fine sands or silts,
elastic silts
Inorganic clays of high plasticity,
y
e,
5
CH
fat clays
OH
Organic clays of medium to
high plasticity
Ycat, muck, and other highly
highly Organic Solis
PT
organic soils
Reprinted from the Annual Book of ASTM Standards
Table — (Confined)
Classification critona
-4
C. — Dm/Die Greater than 4
0'8
s
C. >. (Dx )Dm Between 1 and 3
a U B�
D 0
B H N
uv3i- 21.
Not meeting both criteria for CW
o a: E5.9 0
Atterberg limits plot below "A" line
Atterberg limits plotting
IU Um"
or plasticity index less than 4
in hatched ore, are
9
borderline classlflcatiow
dual
'A"
C C5 t'o
8'
Atmrbers limits plot above line
fides than 7
requiting we of
symbols
u
and plasticity greater
o
C. — DID, Creater tbaa 6
a d
Zp
s
an
G. Die X —(D)D. Between 1 d 3
0 6
Not meeting both criteria for 50
F1 23 p,Z
3
Atterberg Ihn(t+ plat below -A" Una
Atter6erg limits plotting
gt
eR °,.i i
'n 5 tR
or plasdelty index less than 4
in hafrL,d am are
-B I
borderline classifications
„ 0 2
Atterberg limits plot above -A" lino
regtdrfng use of dud
�i tA
and plasticity index greater than 7
symbols
60
5o
2(
Plasticity Chart
For elamification of gne-grained sells and
flno friction of cowwgramed solia.
Attuberg limits plotting In hatched CH
area are borderline clardflcatiens
requiring use of dud symboh.
A line
Equation of A linen
PI — 0.73(LL — 23)
CL
1H
OH
1Lb
OL "
00 1D 20
40 50 60 70 80 00 1101
Liquid Dmit
Visual -manual identification, see ASTM Designation D7488.

Appendix A Hydrologic Soil Groups
Soils are classified into hydrologic soil groups (HSG's)
to indicate the minimum rate of infiltration obtained for
bare soil after prolonged wetting. The HSG's, which are
A, B, C, and D, are one element used in determining
runoff curve numbers (see chapter 2) For the conve-
nience of TR-55 users, exhibit A-1 lists the HSG classifi-
cation of United States soils.
The iiTiltration rate is the rate at which water enters the
soil at the soil surface It is controlled by sin face condi-
tions HSG also indicates the transmission rate —the rate
at which the water moves within the soil. This rate is
controlled by the soil profile Approximate numerical
ranges for transmission rates shown in the HSG defini-
tions were first published by Musgrave (USDA 1955).
The four gn oups are defined by SCS soil scientists as
follows:
Group Asoils have low runoff potential and high infil-
tration rates even when thoroughly wetted They consist
chiefly of deep, well to excessively drained sand or
gravel and have a high rate of water transmission
(greater than 0.30 in/lu)
Disturbed soil pros isles
As a result of urbanization, the soil profile may be con-
siderably altered and the listed group classification may
no longer apply. In these chcumstances, use the follow-
ing to determine HSG according to the texture of the
new surface soil, provided that significant compaction
has not occurred (Brakensiek and Rawls 1983).
Group Bsoils have moderate infiltration rates when
thoroughly wetted and consist chiefly of moderately
deep to deep, moderately well to well drained soils with-,
moderately fine to moderately coarse textures. T9nese
soils have a moderate rate of water transmission (015-
0.30 in/hi)
Group Csoils have low infiltration rates when thot-
oughly wetted and consist chiefly of soils with a layer
that impedes downward movement of water and soils
with moderately fare to fire texture These soils have a
low rate of water transmission (0.05-0.15 in/hr).
Group Dsoils have high runoff potential_ They have
very low infiltration rates when thorougly wetted and
consist chiefly of clay soils with a high swelling poten-
tial, soils with a permanent high water table, soils with a
claypan or clay layer at or near the surface, and shallow
soils over nearly impervious material- These soils have a
very low rate of water transmission (0-0.05 inr/lu).
In, exhibit A-1, some of the listed soils have an added
modifier; for example, "Abrazo, gravelly," Tlus refers to
a gravelly phase of the Abrazo series that is found in
SCS soil map legends
HSC Soil textures
A Sand, loamy sand, or sandy loam
B Silt loam or loam
C Sandy clay loam
D Clay loam, silty clay loam, sandy clay, silty
clay, or clay
Drainage and group D soils
Some soils in the list are in gr oup D because of a high
water table that et eaLes a drainage problem Once these
soils are effectively drained, they are placed in a differ-
ent group. For example, Ackerman soil is classified as
A/D. This indicates that the drained Ackerman soil is in
group A and the undrained soil is in group D.
A-r

LANDMARK
December 4, 2007
Roger K. Thorpe Ci�C 15 2��7
Environmental Engineer
North Carolina Division of Water Quality
943 Washington Square Mall DVVQ-yY�p� ARV+
Washington, NC 27889
Re: Stormwater Review SW7070619, Keep It Simple Suites, Pasquotank County
LMDG Project # 2007014-001.01
Dear Mr. Thorpe,
We are in receipt of your comments dated November 21, 2007 for the above referenced project. The proceeding
comments are in the respected order in which they were received. A scanned copy of your comment letter has
been attached for your convenience.
North Carolina Division of Water Quality/Roger K. Thorpe/Environmental Engineer/November 21, 2007
Detail `C-C' on sheet C3.3 has been revised.
2. The forebay has been sized to 20% of the permanent pool volume.
If you should have any further questions regarding these responses, please feel free to contact me.
Very truly yours,
THE LANDMARK D SIGN GROUP, INC.
C
Kell Psociate
Projec r
KKH/D W W/mmw
Copy: File
S1projecls12007014.001 01 K1SS-
PasquotanklCorrespondencelComment and SuhmutahC&R for
Stmu'tr Rev. to R Thorpe 2007,11.21 doc
Engineers . Planners . Surveyors . Landscape Architects . Environmental Scientists
5544 Greenwich Road, Suite 200, Virginia Beach, VA 23462 (7571 473-2000 FAX: [phone] [e-mail]

kLw
Michael F. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
9
Y
21, 2007
Mr. Thomas H. Atherton
CAO Properties, LLC
4016 Holland Blvd.
Chesapeake, VA 23323
Subject: Stormwater Review SV 7070619
Keep It Simple Suites
Pasquotank County
Dear Mr. Atherton:
Coleen H Sullins, Director
Division of Water Quality
This office received a Coastal Stormwater permit application and plans for the subject project on June 19,
2007. By letter dated August 16, 2007 additional information was requested. On September 13, 2007 a response
to the August 16, 2007 letter was received from your consulting engineer. This response has been reviewed and
before a State Stormwater permit can be issued the following additional information is needed:
1. Item # 4 of our August 16, 2007 stated that the vegetated shelf around the pond should be a
minimum of 10 feet wide on all sides of the pond. The letter of response from your consultant
received September 13, 2007 stated that the shelf was revised to 12 feet. However the cross section
'C — C' of the pond shown on page C3.3 of the revised plans still shows a 6:1 shelf that is only 6 feet
wide. Please revise plans.
2. The revised plan submitted September 13, 2007 shows a revised pond configuration that now has a
forebay that is approximately 63% of the total pond volume. The forebay should be approximately
20% of the pond volume at permanent pool elevation. Please revise.
The above requested information must be received in this office prior to December 21, 2007 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 this office at the Letterhead address.
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 21-1.1000 and North Carolina
General Statute 143-215.1 and may result in civil penalties of up to $25,000 per day.
If you have questions, please feel free to contact me at [phone].
cc: ,/Washington Regional Office
Landmark Design Group
North Carolina Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
Sincerely,
rc �--
og r K. Thorpe
Environmental Engineer
Washington Regional Office
Internet:
Phone [phone]
Fas [phone]
NorthCarolina
Natumlly
'It -
An Equal Opportunity/ARnnative Action Employer— 50% Recycled/10% Post Consumer Paper

M. E
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
August 16, 2007
Mr. Thomas H. Atherton
CAO Properties, LLC
4016 Holland Blvd.
Chesapeake, VA 23323
Subject: Stormwater Review SW7070619
Keep It Simple Suites
Pasquotank County
Dear Mr. Atherton:
Coleen H. Sullins, Director
Division of Water Quality
This office received a Coastal Stormwater permit application and plans for the subject project on June 19,
2007. A preliminary review of your project indicates that before a State Stormwater permit can be issued the
following additional information is needed:
1. The submitted application lists the owner as CAO Development. Included in the submittal was a letter
from the North Carolina Secretary of State indicating the owner is CAO Properties, LLC. Please
clarify and list the correct owner on the application.
2. The small diameter orifice on the pond outlet structure should have some type of screen to prevent
clogging.
3. Page C3.3 of the plans shows details at several cross sections of the pond. Please indicate on the
plan view the location of these cross sections. The forebay weir cross section does not appear to be
correct. The top of the underwater berm separating the forebay from the main pond should be
approximately one foot below the permanent pool elevation.
4. The vegetated shelf around the pond should be a minimum of 10 feet wide on all sides of the pond.
5. The landscaping plan for a wet detention pond should provide specifications for the selection of
vegetation, its installation, and the post -installation care for the vegetated shelf and the side slopes.
The vegetated shelf should contain several diverse species of shallow water and shallow land
vegetation. Cattails are a dominant species and should not be proposed.
The above requested information must be received in this office prior to September 16, 2007 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 this office at the Letterhead address.
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.
If you have questions, please feel free to contact me at [phone].
Sincerely,
R > K Thorp e
Environmental Engineer
Washington Regional Office
cc: IvWashington Regional Office
1 nnrimark DPciQn Gmup
North Carolina Division of Water Quality Internet: www ncwateraualim or One
943 Washington Square Mall Phone [phone] NorthCarolina
Washington, NC 27889 Fax [phone] Naturally
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LANDMARK
TRANSMITTAL
TO: Roger K. Thorpe COPY TO: File
COMPANY: North Carolina Division of Tom Atherton, CAO
Water Quality Properties, LLC
FROM: Kelly Holloman
DATE: December 4, 2007
SUBJECT: Stormwater Review
KISS Pasquotank County
LMDG JOB #: 2007014-001.01
Attached please find: Transmitted as checked below
❑
Prints
❑
For your use
❑
Plans
❑
As requested
❑
Specifications
❑
For review and comment
®
Drawings
®
For approval
❑
Report
❑
Approved
®
Letter
❑
See Notes Below
❑
See Notes Below
❑
❑ Permit Application Form and Drainage Area Summaries
S.lprojecal2007014.001.0/KISS-PasquotankICorrespondencelComment and Submum112007014-001.01 Pasquotank KISS trans to R. Thorpe 9.12.07.doc
DEC 0 52007
®WQ' VY AR
Engineers ♦ Planners ♦ Surveyors ♦ Landscape Architects ♦ Environmental Scientists
5544 Greenwich Road, Suite 200, Virginia Beach, VA 23462 [phone] FAX [phone]
Email: [e-mail] Website: www.landmarkdg.com

Michael F. Easley, Governor
William G. Ross Jr, Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
May 9, 2007
CAO Development j o ue..ca.. o = --
Attn: Thomas H. Atherton MFlY 1 �1
C/O Mid -Eastern Builders
4016 Holland Drive
Chesapeake, VA 23323 ME
SUBJECT: Stormwater Application for Keep It Simple Suites
Dear Mr. Atherton:
This office received a stormwater permit application for the subject project on April 23, 2007. A
preliminary review of your project indicates that the application package is incomplete. The following
items are needed to make the package complete:
$420 check
✓signature by owner on page 4 of application (application & supplements must be signed by
a principal executive officer)
applicant is not registered with the North Carolina Secretary of State
2 sets of plans
_ narrative
supplement (wet detention, infiltration basin, low density, curb outlet system, off -site
system, underground infiltration trench)
signature by owner on supplement form
/soils report
We are returning the entire package to you. Once the package is complete you may resubmit.
'You should also be aware that the Stormwater Rules require that a 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 $10,000 per day.
If you have any questions, please feel free to contact me at [phone].
Sincerely,
Al Hodge, Regional Supervisor
Surface Water Protection
Washington Regional Office
cc: Landmark Design Group
WaRO
North Carolina Division of Water Quality Internet, www ncwaterguality.org One
943 Washington Square Mall Phone [phone] NorthCarohna
Washington, NC 27889 Fax [phone] Naturall
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°IDS NORTH CAROLINA
Department of The Secretary of State_
PZGF
JUN 19 2007
To all whom these presents shall come, Greetings: DWQ-WAR®
I, ELAINE F. MARSHALL, Secretary of State of the State of North Carolina, do hereby
certify the following and hereto attached to be a true copy of
APPLICATION FOR CERTIFICATE OF AUTHORITY
[01
CAO PROPERTIES, LLC
the original of which was filed in this office on the 5th day of June, 2007.
IN WITNESS WHEREOF, I have hereunto
set my hand and affixed my official seal at
the City of Raleigh, this 5th day of June,
Certification# C200714500300-1 Reference# C200714500300-1 Page: 1 of 4
Verify this certificate online at www.secretary.state.nc.us/verification
Secretary of State

State of North Carolina
Department of the Secretary of State
SOSID: 920218
Date Filed: 6/5/2007 10:50:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C2110714500300
APPLICATION FOR CERTIFICATE OF AUTHORITl
FOR LIMITED LIABILITY COMPANY
Pursuant to §57C-7-04 of the General Statutes of North Carolina, the undersigned limited liability company hereby appl s for a
Certificate of Authority to transact business in the State of North Carolina, and for that purpose submit:; the following:
I. The name of the limited liability company is CAO Properties, LLC
and if the limited liability company name is unavailable for use in the State of North Carolina, the rame the limited
liability company wishes to use is _
2. The state or country under whose laws the limited liability company was formed is: Virginia
3. The date of formation was July 14, 2006 ; its period of duration is: Perpetual _
4. Principal office information: (Select either a or b)
a. Q The limited liability company has a principal office.
The street address and county of the principal office of the limited liability company is
Number and Street 4016 Holland Boulevard
City, State, Zip Code Chesaoeake. VA 23323 County_
The mailing address, if different from the street address, of the principal office of ttc corporation i:�
b. ❑ The limited liability company does not have a principal office.
5. The street address and county of the registered office in the State of North Carolina is:
Number and Street 434 Fayetteville Street, Two Hannover Square, Suite 1900
City, State, Zip Code Raleigh, NC 27601 County Wake
6. The mailing address, if different from the street address, of the registered office in the State c f North Carolina is:
7. The name of the registered agent in the State of North Carolina is: Ann H. Stuart _ _ .
CORPORATIONS DIVISION P. O. BOX 29622
(Revised January 1002)
RALEIGH, NC :' %26-0622
Form L-OS)
Certification# C200714500300-1 Reference# C200714500300- Page: 1 of 3

APPLICATION FOR CERTIFICATE OF AUTHORITY
Page 2
8 The names, titles, and usual business addresses of the current managers of the limited liability company are:
(u re ntrrichmenr t/ neces nary)
Nance
Thomas H. Atherton. III
William C. Overman. III
Richard Clav Culbreth
Uusiness Address
4016 Holland Boulevard Chesapeake, VA 23323
4016 Holland Boulevard. Chesapeake. VA 23323
4016 Holland Boulevard, Chesapeake, VA 23323
9 Attached is a certificate of existence (or document of similar import), duly authenticated by the secretary of state or other or icial
having custody of limited liability company records in the state or country of formation The Certiricate of Existence mq ;t be
less than six months old. A photocopy of the certification cannot be accepted.
10 If the limited liability company is required to use a fictitious name in order to transact business in this Saute, a copy of the
resolution of its managers adopting the fictitious name is attached.
It. This application will be effective upon filing, unless a delayed date and/or time is specified:
This the?-( day of t✓lAiv , 2007
CAD Properties. LLC _
Name ofrLimi��l Lia� Lifiry Companyri -
Signatiue of Manager
Notes.
1. Filing fee is $250 This document must be filed with the Secretary of State
CORPORATIONS DIVISION
(Revired January 2002)
P. O BOX 29622
Type of PAint Name
R.IL--SIGH, NC 276: i•0622
(Foui L-09)
Certification# C200714500300-1 Reference# C200714500300- Page: 2 of 3