SW7070323_HISTORICAL FILE_20070626

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE(i7(%�/(0
YYYYMMDD

Michael E Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
1
1 <
June 26, 2007
Highland Properties, Inc.
Attn: Brian Innes
378 Camtoke Highway
GMoyock, NC 27958
Coleen H. Sullins, Director
Division of Water Quality
Subject: Stormwater Review SW7070323
High Cotton Towne Center
Currituck County
Dear Mr. Innes:
This office received a Coastal Stormwater permit application and plans for the subject project on
March 21, 2007. A preliminary review of the project indicates that before a State Stormwater permit can
be issued the following additional information is needed.
1. Provide the hand -initialed checklist (section I.2 of the Stormwater Management Application
Form).
2. Provide Signed and Notarized Deed Restriction Form for Commercial Subdivision (attached), and
a table of areas and built -upon areas for parcels A - K.
3. Please provide two copies of above mentioned documents.
The above requested information must be received in this office prior to July 26, 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 $10,000 per day.
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: Mel Hopkins, PE, Resource International, Ltd. (751 Thimble Shoals Blvd, Suites L, M & N,
Newport News, VA 23606)
fWashington Regional -Office
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX (252) %6-9215 Customer Service
Internet h2o.enr.state.mus 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal Opportunity/Affirmattve Action Employer — 50% Recyded110% Post Consumer Paper I�,�`u�Carolina
avarra!/y

Y'+

RESOURCE
� INTERNATIONAL, LTD.
ENGINEERS • SCIENTISTS
June 14, 2007
SURVEYORS • PLANNERS
NCDENR — Division of Water Quality
ATTN: Samir Dumpor, PE
Washington Regional Office
943 Washington Square Mall,
W h• NrthC 1: 289
Direct Dial [phone]
[e-mail]
http://www.resourceintl.com
206023.02
as mgton, o aro ma 7 8
RE: Stormwater Review SW 7070323, High Cotton Towne Center, Cutrituck County
Dear Mr. Dumpor:
Resource International received comments dated: May 14th, 2007 in regards to the proposed stormwater control for the
High Cotton Towne Center. We offer the following in response:
Please clarify the owner's title (section 1.2 of the Strormwater Management Permit Application Form).
Please find enclosed herewith the first sheet of the Stormwater Management Permit clarifying
the owner's title.
2. Please initial the checklist of the Submittal Requirements (section VI.I. of the Stormwater Management
Permit Application Form) and the checklist of each Wet Detention Basin Supplement.
Please find enclosed herewith an initialed checklist of the submittal requirements and an
initialed checklist for each Wet Detention Basin Supplement form.
3. Provide a detailed soils report that relates "on -site" soil borings to the NRCS Currituck County Soils map.
Emphasis should be placed on the Seasonal High Water Table (SH WT) and placement of permanent pool at
or above the SHWT elevation.
Please find enclosed herewith a detailed geotechnical report prepared by PSI, ine. for the
proposed High Cotton Towne Center.
4. Provide the section view and the outlet structure detail with clearly indicated elevations, trash racks, slopes,
etc .... for each wet detention basin.
A section view and outlet structure detail with an associated table clearly indicating elevations,
slopes, trash racks, orifice size and elevations, conduit size for each wet detention basin and outlet
structure is now provided on sheet D-2 of the enclosed construction drawings.
5. Provide a vegetation plan for the vegetative shelf of a detention pond. Cattails are a dominant type species
and should not be included in the vegetation plan.
A vegetation plan indicating plant species, planting schedule and fertilizer requirements is now
provided on sheet C-5 of the enclosed construction drawings.
6. Please revise the plans to include drainage easements for each pond. Each pond should be moved away from
the wetlands to allow some space for maintenance.
® Al Thimble Shoals Boulevard, Suite N • Newport News. VA 23606
[phone] • Fax [phone]
www.resocirceinti.com

Direct Dial [phone]
[e-mail]
http://www.resourceintl.com
The proposed ponds are to be maintained by future parcel occupants negating the need for
individual drainage easements at this time. The current property owner is responsible for
maintenance of the ponds within phase I construction, SWMF #1 and SWMF #3. A 6H: 1 V slope is
provided on all basins allowing access for maintenance equipment.
7. Try to Achieve 3:1 ratio in each basin. If this ration is not met, than basin should be able to hold multiple
required volumes.
Acknowledged
8. Under the wetlands anti -degradation policy, the direct outfall discharges and piping through the wetlands
are not allowed. The discharges should be stopped short of wetlands and level spreaders utilized to
achieve the diffuse flow through wetlands. Provide the detail. (wetlands guidance document, worksheet
and operation and maintenance agreement attached.)
Piping through the wetlands has been removed and level spreaders are now utilized diffusing flow
through the wetlands. A level spreader detail is shown on plan sheet D-2 and the required
worksheet and agreements are enclosed herewith.
SWMF#1 (BMP#I)
• Move the forebay to Southwestern end of pond to avoid short-circuiting of stormwater.
The Forebay has been moved to the southwestern end of the pond eliminating short-circuiting.
• Show the Forebay more accurately (with topo lines).
The main pool and forebay are now shown with topo lines.
• Provide section view and outlet structure detail of the Pond # 1.
A Pond section view and outlet structure detail is now shown on plan sheet D-5.
• The discharge pipe should be angled in the direction of flow of receiving canal.
The discharge pipe has been realigned to match the direction of flow of the receiving canal.
• Revise the sediment removal depths in the supplement for BMP # I.
The sediment removal depths have been revised for the BMP #1 wet detention supplement.
Please find supplement for BMP #1 enclosed herewith.
SWMF#2 (BMP#2)
• Provide the forebay (with topo lines).
The main pool and forebay are now shown with topo lines.
• Stop the outfall pipe at wetlands line and use level spreader.
Outfall pipe stops short of wetlands line and a level spreader is utilized to diffuse flow.

Direct Dial [phone]
gmilstead(@,resourceinil.com
http://www.resourceintl.com
• Revise sediment removal depths in the supplement for BMP #2.
The sediment removal depths have been revised for the BMP #2 wet detention supplement.
Please find supplement for BMP #2 enclosed herewith.
• Provide section view and outlet structure detail of the Pond # 1.
A Pond section view and outlet structure detail is now shown on plan sheet D-2.
SWMF # 3 (BMP#3)
Two fore bays too close to outlet structure. To avoid short circuiting, move them to southwestern
corner of the pond and possibly use just one forebay. Show the forebay more accurately- with topo
lines.
The pond has been reconfigured utilizing one forebay located in the southwestern side of the
pond away form the outlet structure. The pond and forebay are shown more accurately with
topo lines.
• Use level spreader at wetlands line.
A level spreader is now utilized at the wetlands fine allowing for diffusion of flow.
• Revise the sediment removal depths in the supplement for BMP #3.
The sediment removal depths have been revised for the BMP #3 wet detention supplement.
Please find supplement for BMP #3 enclosed herewith.
• The supplement for BMP #3 shows temporary pool volume less than required — please revise.
The temporary pool volume for BMP #3 has been revised and is now shown correctly in the
wet detention supplement for BMP #3.
• Provide section view and outlet structure detail of the pond #3.
A Pond section view and outlet structure detail is now shown on plan sheet D-2.
• The drainage area for BMP #3 shown on plans is different that one shown on the supplement.
The drainage area has been revised and now reads correctly.
SWMF #4 (BMP #4)
The calculations for BMP # 4 shows volume provided to be 15,761, while the supplement shows
14,296 — please revise.
The volume for BMP # 4 has been revised and now reads correctly.
0 Use the level spreader at wetlands line.

Direct Dial [phone]
gm IsteadAresourceintl.com
http://www.resourceinti.com
A level spreader is now utilized at the wetlands line allowing for diffusion of flow.
• Revise sediment removal depths in the supplement for BMP #4.
The sediment removal depths have been revised for the BMP #4 wet detention supplement.
Please find supplement for BMP 94 enclosed herewith.
• Provide section view and outlet structure detail of the Pond #4.
A Pond section view and outlet structure detail is now shown on plan sheet D-2.
SWMP #5 (BMP #5)
• Please revise the temporary pool elevation on the supplement for BMP #5.
The temporary pool volume for BMP #5 has been revised and is now shown correctly in the
wet detention supplement for BMP #5.
• Use the level spreader at wetlands line.
A level spreader is now utilized at the wetlands line allowing for diffusion of flow.
• Revise sediment removal depths in the supplement for BMP #5.
The sediment removal depths have been revised for the BMP #5 wet detention supplement.
Please find supplement for BMP #5 enclosed herewith.
• Provide section view and outlet structure detail of the Pond #5.
A Pond section view and outlet structure detail is now shown on plan sheet D-2.
• Try to avoid the short-circuiting by combining two forebays into one, and placing it at the furthest
point of the pond from the outlet structure.
Forebays are now shown with topo lines and the outlet structure is located at the furthest point
from forebays helping to eliminate short circuiting.
• Please explain the second outfall, placed between lines L69 and L70 (outlet structure or overflow).
Second outfall between lines L69 and L70 has been removed.
SWMF #6 (BMP#6)
• Provide the forebay (with topo lines).
The pond and forebay are shown more accurately with topo lines.
0 Revise sediment removal depths in the supplement for BMP 46.

Direct Dial [phone]
gm ilsteadAlesourceintl.com
http://www.resourceintl.com
The sediment removal depths have been revised for the BMP #6 wet detention supplement.
Please find supplement for BMP #6 enclosed herewith.
• Provide section view and outlet structure detail of the Pond 46
A Pond section view and outlet structure detail is now shown on plan sheet D-2.
• Please revise the bottom of the pond elevation. The supplement shows elevation of -5.0, while
calculations show elevation of -6.5.
The pond elevations have been revised, and now show the correct elevations. Its should be
noted that pond depths reference sea level datum and sediment removal depths shown on the
supplement references normal water surface elevation.
Please do not hesitate to contact me should any questions or concerns arise.
Gregory O. Milstead
Project Engineer

if
Michael F. Easley, Governor
William G. Ross Jr., Secretary
rNorth Carolina Department of Environment and Natural Resources
=1
Alan W. Klimek, P.E. Director
Division of Water Quality
May 14, 2007
Highland Properties, Inc.
Attn: Brian Innes
378 Caratoke Highway
Moyock, NC 27958
Subject: Stormwater Review SW7070323
High Cotton Towne Center
Currituck County
Dear Mr. Inns:
This office received a Coastal Stormwater permit application and plans for the subject project on
March 21, 2007. A preliminary review of the project indicates that before a State Stormwater permit can
be issued the following additional information is needed.
✓1. Please clarify the owner's title (Section I.2. of the Stormwater Management Permit Application
Form).
2. Please initial the checklist of the Submittal Requirements (Section VI.1. of the Stormwater
Management Permit Application Form) and the checklist of each Wet Detention Basin
Supplement Form.
3. Provide a detailed soils report that relates "on -site" soil borings to the NRCS Currituck County
Soils Map. Emphasis should be placed on the Seasonal High Water Table (SHWT) and placement
of Permanent Pool at or above the SHWT elevation.
4. Provide the Section View and the Outlet Structure Detail with clearly indicated elevations, trash
/ racks, slopes, etc .... for each Wet Detention Basin.
t� 5. Provide a vegetation plan for the Vegetative shelf of a Detention Pond. Cattails are a dominant
type species and should not be included in the vegetation plan.
6. Please revise the plans to include drainage easements for each Pond. Each pond should be moved
away from the Wetlands to allow some space for maintenance.
7. Try to achieve 3:1 ratio in each basin. If this ration is not met, than basin should be able to store
multiple required volume.
/8. Under the Wetlands anti -degradation policy, the direct outfall discharges and piping through the
wetlands are not allowed. The Discharges should be stopped short of wetlands and level spreaders
utilized to achieve the diffuse flow through wetlands. Provide the detail. (wetlands 'guidance
document, worksheet and Operation & Maintenance agreement attached)
BM�P #J
• Move the Forebay to Southwestern end of Pond to avoid short-circuiting of stormwater.
J• Show the Forebay more accurately (with topo lines).
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet h2o.encstate.nc.us 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal OpportunitylAffirmabve Action Employer— 50% Recydedl10% Post Consumer Paper NYO�` nCarolina
�Wura!!y

r
• Provide Section View and Outlet Structure Detail of the Pond # 1.
• The discharge pipe should be angled in the direction of flow of receiving canal.
J• Revise the sediment removal depths in the supplement for BMP # 1.
BMP 92
J• Provide the Forebay (with topo lines).
• Stop the Outfall pipe at wetlands line and use level spreader.
J/ • Revise the sediment removal depths in the supplement for BMP # 2.
t� • Provide Section View and Outlet Structure Detail of the Pond #2.
BMP # 3 /
✓ • Two forebays too close to Outlet structure. To avoid the short-circuiting, move them to
southwestern comer of the pond and possibly use just one forebay. Show the forebay
more accurately — with topo lines.
✓/ • Use the level spreader at wetlands line.
• Revise the sediment removal depths in the supplement for BMP # 3.
• The Supplement for BMP # 3 shows Temporary Pool Volume less than required — please
revise.
J• Provide Section View and Outlet Structure Detail of the Pond #3.
V • The drainage area for BMP # 3 shown on plans is different than one shown on the
supplement.
BMP # 4/
t/ • The Calculations for BMP # 4 shows Volume provided to be 15,761, while the
supplement shows 14,296 — please revise.
J • Use the level spreader at wetlands line.
]/ • Revise the sediment removal depths in the supplement for BMP # 4.
J• Provide Section View and Outlet Structure Detail of the Pond 94.
BMP #5
V • Please revise the Temporary pool elevation on the supplement for BMP # 5.
J• Use the level spreader at wetlands line.
J• Revise the sediment removal depths in the supplement for BMP # 5.
J• Provide Section View and Outlet Structure Detail of the Pond #5.
L

i
• Try to avoid the short-circuiting by combining two forebays into one, and placing it at he
furthest point of the pond from the outlet structure.
• Please explain the second outfall, placed between lines L69 and L70 (Outlet structure or
overflow).
BM? #6/
�/ / • Provide the Forebay (with topo lines).
• Revise the sediment removal depths in the supplement for BMP # 6.
J• Provide Section View and Outlet Structure Detail of the Pond #6.
• Please revise the bottom of the pond elevation. The Supplement shows elevation of —5.0,
while the calculations shows elevation of-6.5.
9. Please provide two copies of signed and sealed revised sheets and calculations.
The above requested information must be received in this office prior to June 14, 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 $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have
questions, please feel free to contact me at [phone].
Sincerely,
`777:--2-.
Samir Dumpor, PE
Environmental Engineer
Washington Regional Office
cc: Mel Hopkins, PE, Resource International, Ltd. (751 Thimble Shoals Blvd, Suites L, M & N,
Newport News, VA 23606)
Washiiig�t nono RegicnaLOffice,7

RESOURCE
INTERNATIONAL, LTD
ENGINEERS• SCIENTISTS• s Ux vErot;s• MANNERS
P.O. MIX 6rnn•v>6u ntrvas 01MO ea ne r vr;•,tsMAW1, ct YAna5
(at) ii c.;o.r!a) • ens (aa) so.uc,r
TO: Samir Dumpor
NCDENR— Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
WE ARE SENDING YOU:
❑Attached ❑Under separate cover via
Shop Drawings ❑Prints -Plans
Copy of Letter ❑Change Order
LETTER OF TRANSMITTAL
DATE: Thursday, June 14, 2007
JOB #: 206023.02
ATTENTION: Samir Dumpor
RE: High Cotton Towne Center
the following items:
❑Samples ❑Specifications
COPIES
DATE
NO.
DESCRIPTION
1
6/14/07
5
Response Letter
3
6/14/07
--
High Cotton Geotechnical Report
3
6/14/07
11
High Cotton Construction Plans
3
6/14/07
--
High Cotton E & S Control/SW Manual
�5V l�D Swlt.er1LT+iS s i r
THESE ARE TRANSMITTED as checked below:
ZFor Approval ❑Approved as submitted ❑Resubmit _ copies for approval
//❑For your use ❑Approved as noted ❑Submit copies for distribution
❑As requested ❑Retumed for corrections ❑Return corrected prints
❑For review & comment ❑
❑FOR BIDS DUE ❑PRINTS RETURNED AFTER LOAN TO US
REMARKS:
II'vAi
lnn
JUU 15 Z007
1
ui v�'1lus-1 v/1�c�7�
COPY TO:
SIGNED•
If enclosures are not as noted, kindly notify us at once) I

Mir —
RESOURCE
I%-- INTERNATIONAL. LTD.
751 Thimble Shoals Boulevard, Suite N
Newport News, VA 23606
[phone]
TO Ic pEI✓le,
o, ✓Is Io-n 0 V\/0.�e2 �ua�r'6j-
Nashc -�O_n/ Nc ��589
WE ARE SENDING YOU ' ttached
D Shop drawings
D Copy of letter
D Prints
LETTER OO IF M° NSWAM L
DATE —I D /
�OB 10Z0 le D ,0 )—
ATTENTION
7
RE:
r
D Under separate cover via IUNNO'NNtheifoll�owing items:
D Change order
D Plans D Samples D Specifications
COPIES
DATE
NO.
DESCRIPTION
EA
E
S m�
THESE ARE 7T ANSMITTED as checked below:
4 For approval D Approved as submitted
REMARKS
1
D For your use D Approved as noted
D As requested D Returned for corrections
D For review and comment D
D FORBIDS DUE
D Resubmit copies for approval
D Submit copies for distribution
D Return corrected prints
19 D PRINTS RETURNED AFTER LOAN TO US

eLJ� #sw'7v"r03a3
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
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 prior and �if��
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
MAR 2 3 2007
1. Project Name 1A% 1a MIA/n1AIUVAA
�VvszIRO
2. Location of land -disturbing activity: County C.v R't, i uGi, City or Township M 0-f 0 c k:
Highway/Street US 40U TS 16 8 Latitude '6 . 4�1 Longitude '16. k'�
3. Approximate date land -disturbing activity will commence: nU Us = aoc- "�
4. Purpose of development (residential, commercial, industrial, institutional, etc.):
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 42 A G.i''e
6. Amount of fee enclosed: $ "� 100, Cio . The application fee of $50.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $450).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed v'
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name ._A ?—%'?, Y C4A, k iC?, E-mail Address
Telephone ZSZ-'1c`k-253i Cell#Fax#
9. Landowner(s) of Record (attach accompanied page to list additional owned
Name Telephone f f '1' "Faz Number -"
Current Mailing Address Current Street Address
LAND QUALkT'( StCi;
Mo 4wY ' AI G Q1 `I5'? �NA5li1n11_T(-)N REGIONAL 041CG
City State Zip City S
10. Deed Book No. �,`a`� Page No. Vby✓ Provide a copy of the most current deed.
Part B.
Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
1-F,laAiitnlr, D-zo a� cT,e'<'
Name E-mail Address
e�Ri CAe to Y._Z: Ore Cara W'%y
Current Mailing Address
M o yoc.k_ tJ c_ 21. q-6 %
City State Zip
Current Street Address
City
State
Zip
Telephone 1,0-5li ar 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:
E-mail Address
Current Street Address
State Zip
Telephone Fax Number
(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
E-mail Address
Current Street Address
City State `Lip City State Zip
Fax
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 by any change in the information provided herein.
NIgkcyr) 12X#ee.cnc5 ANC iwu 6��ul��Nw� Sir y1;,-RW
Type or print name Title or Authority
Signature Date
i
I, Y 6CV`L4 rl-) r': c a Notary Public of the County of 1AV`f, LA
State of North Carolina, hereby certify that a V1 r 0 v1 e 5 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, thisday of Gi i i 20 G
Y (1Ji?i C c
Notary J
Seal ¢ �o My commission expires t /�
�, )�)

I,
ATT: Roger K. Thorpe
943 Washington Square Mall,
Washington, NC 27889
REEGE0 QED)
MAR 2 1 2007
DWQ-WARD
NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL
AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
s��s

North Carolina Secretary of State
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0333972
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Date Formed:
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Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Innes, Brian Peter
Registered
378 Caratoke Highway
Office Address:
Moyock NC 27958
Registered
378 Caratoke Highway
Mailing Address:
Moyock NC 27958
Principal Office
378 Caratoke Highway
Address:
Moyock NC 27958
Principal Mailing
378 Caratoke Highway
Address:
Moyock NC 27958
Stock
Class Shares No Par Value Par Value
COMMON 100 Yes N/A
1 of 2 3/22/2007 11:04 AM

aJ;.;-,;��:; •rJ q:;},;: �7r:::rc7:4c�a,�.a:J s�aa:. n,.ta:a.,�,1:%`.:�i!:[
State Stormwater Management Systems
Permit No. SW7060927
4. Records�or maims
to -authorized per!
of person peorrr
5. The facilitiesshal
shall become voi
''conditions of this
sunno`i- ina data.
lance activities must be kept and jma
mnel of DWQ r�T,he records'will indic
cti
ng the work and what aons were t,
haconstructed asshown on the app
able unless the facili
iermit,;the approved
6. Upon, completion of construction, prior
and prior to operation of this permitted
an a r`opriate`designer for the system
e available upon request
to the,date�`activit , name
other-' =<
•:: Q,Tr;al;,a
i issuance of a Certificate of Occupancyy
�cilityy, a certification must be, received fir
pp nstilled certifying that the permitted fac
has been�installed,in accordance,with this permit; -,the approved plans and =41:17
specifications, and `other supporting documntat eion: Any deviations from the
approved plans and specifications must be noted on the Certification A•
modification may
required for.those deviations.. �.
7. The stormwater systems shall not be used- 6s Erosion Control devices: They must
be kept off line and free from sediment until the project is complete and the -entire
site has been stabilized.
8 Access to the stormwater;facilities shall,be maintained via`appropriate easements
N, at all times.
9. `.i The permittee shall submit to"the Director and shall have received approval for
revised'Plans, specifications, and calculations prior to construction, for any
'modificabon,to the a 'proved- plans, including•,'but not limited to, those listed below:
ies are
plans a
a. ',Any revision to any item shown on the'approved,plans, including the
'stormwatef, management measures, built -upon area,. details, etc.
b. Project name change. : ,!
c. Transfer of ownership.
d. Redesign or addition,to the app_ roved -amount of built -upon area or
to the
- drainage area.
„'F,urther-subdivision,acquisition,'lease orsale of all or part of the'project
area. The projectar.ea is defined As -all'-property owned by the permittee, for
which'Sedimentation and Erosion' Control Plan approval or a CAMA Major
�'appermit was sought., J Jown on the
#.
Filling in; altering, or,piping�of any vegetative conveyance sh
approved plan'.'•
�` ermined
The permittee hall submitf!nall site layout;and grading plans for anyx �� '
future areas show -non the approved plans, - prior to construction.
a
11. `,,A copy of the approvedplans and sp cifications shall=be maintained on file by the
Permittee for a minimum often years from,the•date of the�completion of
nAnofr,,r4inn .. �.
12. The Director may notify the per mittee when%enrnipeWthinthe time frame pecified in
,more of thb�minimuiii uirements of the p
the*notice, the`permitl:6 shall submit a written time schedule to the Director for
mods in the s!tego meet minimum requirements:,The permittee shall provide
copiies,o revised plans and certifibation in writing to the Director that the changes
have been"m de,.
13. This permit shalbbe effective f!om the date of issuance until November 1; 2016.
Application for pe�-mit,renewal shall,be submitted 1 sodays prior to the expiration
date of this permit and mustbe.acccornpanni d by the processing fee,.

Amr-
RESOURCE
�= INTERNATIONAL, LTD
ENGINEERS -SCIENTISTS -SURVEYORS- PIANNERS
k0. ❑OX6160•"560 KI,VOS CHAIi 'R nhrvrs.asru..rwn.la L3uov
(oar) 550 9200 • 1 ns (8W) 55U-vas9
TO: Samir Dumpor
NCDENR — Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
WE ARE SENDING YOU:
®Attached ❑Under separate cover via
❑Shop Drawings ❑Prints ❑ Plans
❑Copy of Letter ❑Change Order
LETTER OF TRANSMITTAL
DATE: Friday, June 29, 2007
JOB #: 206023.02
ATTENTION: Samir Dumper
RE: High Cotton Towne Center
nEC8
JUL 0 2 2007
the following items: ��p� �p�
❑Samples ❑Specifi�9 n�—tl���®
COPIES
DATE
NO.
DESCRIPTION
3
6/29/07
2
Notarized Deed Restriction for High Density Comm. Subdiv.
3
6/29/07
1
Initialized Checklist
THESE ARE TRANSMITTED as checked below:
®For Approval ❑Approved as submitted []Resubmit copies for approval
❑For your use ❑Approved as noted ❑Submit _ copies for distribution
❑As requested ❑Returned for corrections ❑Return corrected prints
❑For review & comment ❑
❑FOR BIDS DUE ❑PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Gregory O. Mi tead
COPY TO:
SIGNED:
If enclosures arc not as noted, kindly notily us at once.

RESOURCE
m INTERNATIONAL, LTD.
ENGINEERS • SCIENTISTS • SURVEYORS • PLANNERS
June 29, 2007
NCDENR — Division of Water Quality
A1TN: Samir Dumpor, PF
Washington Regional Office
943 Washington Square Mall,
Washington, North Carolina 27889
RE: Stormwater Review SW 7070323, High Cotton Towne Center, Cunituck County
Dear Mr. Dumpor:
Direct Dial [phone]
emilsteadt resourceintLcom
http://www.resourceintl.com
206023.02
Resource International received NCDENR Request for additional information letter dated: June 26, 2007 in regards to
the proposed stormwater control for the High Cotton Towne Center. We offer the following in response:
I. Provide the hand -initialed checklist (section 1.2 of the Stormwater Management Application Form).
Please find enclosed herewith (3) copies including original of the hand initialed Checklist of the
Stormwater Management Application Form.
2. Provide Signed and Notarized Deed Restriction Form for Commercial Subdivision (attached), and a
table of areas and built -upon areas for parcels A - K.
Please find enclosed herewith (3) copies including original Deed Restriction Form for
Commercial Subdivision with table of areas and built -upon areas for parcels A-K.
3. Please provide two copies of above mentioned documents.
Please find copies of above mentioned documents enclosed.
Please do not hesitate to contact me should any questions or concerns arise.
Gregory O. Milstead
Project Engineer
® 751 Thimble Shoals Boulevard, Suite N • Newport News, VA 23606
[phone] • Fax [phone]
wmw. resourceinf Lcom