SW7080805_HISTORICAL FILE_20080806

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW -7�US--
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
ISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
=&
YYYYMMDD

For DENR Use ONLY
North Carolina Department of Environment and Reviewer:
`_-
iiillnoOOO�■` f' Natural Resources Submit:
NCDENR Request for Express Permit Review Time
Confirm:
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-196-4698;alison.davidson d(7ncmaiLnet '5 W,DW/'
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(@,ncmail.net �v
• Mooresville & -Patrick Grogan 704.663.3772 or patrick.grogan(a.ncmail.net
• Washington Region -Lyn Hardison 252-946.9215 or lyn.hardisonpncmail.net
• Wilmington Region -Janet Russell 910-350.2004 or janet.russell(a).ncmail.net
NOTE. Project application received after 12 noon will be stamped in the following work day. I:vn SS
Project Name: RIVER DUNES - HARBOR VILLAGE IV & V County: PAMLICO
Applicant: ED MITCHELL Company: RIVER DUNES CORPORATION AUG 062008
Address: 416-A POLLOCK STREETCity: NEW BERN, State: INC Zip: 28560- �G ®���
Phone: [phone] Fax::[phone] Email: [e-mail]
Physical Location:SR 1317 (ORCHARD CREEK ROAD)
Project Drains into NEUSE RIVER waters — Water classification SA NSW (for classification see-
hftp://h2o.enr.state.nc.us/bims/reports/reportsWB.htmi)
Project Located in NEUSE River Basin. Is project draining to class ORW waters? Y/N , within ''/z mile and draining to class SA waters Y or
within 1 mile and draining to class HQW waters? Y/N
Engineer/Consultant: CURTIS BLAZIER Company: MCKIM & CREED
Address:1730 VARSITY DRIVE, SUITE 500 City: RALEIGH, State: NC Zip: 27606
Phone: [phone] Fax::[phone] Email: [e-mail]
(Check all that
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
❑ Stream Origin Determination: _ # of stream calls — Please affach TOPO map marking the areas in questions
® State Stormwater ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ® High Density -Infiltration 3 #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density—Stormwater Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ElMODIFICATION: ❑ Major ❑ Minor ElRevision SW
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK # (for DENR use))
WETLANDS QUESTIONS MUST BEADDRESSED BELOW
❑ Wetlands (401): Check all that apply
Wetlands on Site ❑ Yes ❑ No
Wetlands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
404 Application in Process w/ US ACOE: ❑ Yes ❑ No
Permit Received from US ACOE ❑ Yes ❑ No
Isolated wetland on Property ❑ Yes ❑ No
Buffer Impacts: ❑ No ❑ YES: _acre(s)
Minor Variance : ❑ No ❑ YES
Major General Variance ❑ No ❑ YES
401 Application required: ❑Yes ❑ No If YES, ❑ Regular
Perennial, Blue line stream, etc on site ❑ yes ❑ No
For DENR use only ,.„.,�
Fee Solit for multiole permits: (Check# 'Ji 1 D 3 1 Total Fee Amount $4-LZA0
SUBMITTAL DATES
Fee
I
I SUBMITTAL DATES
Fee
CAMA
1 Variance ❑ Ma'; ❑ Min
$
SW ® HD, ❑ LD, ❑ Gen
$ cy�
401:
$
Los
$
Stream Deter,_
$
NCDENR EXPRESS July 2008

v� MCKIM&CREED
Venture IV Building
Suite 500
1730 Varsity Drive
Raleigh, NC 27606
919.233. 8091
Fax [phone]
w ww. mtkimcreed.com
August 06, 2008
ENGINEERS
5 U RV EYO R5
P L A N N E R S
04135-0001(40)
Mr. Scott Vinson
Division of Water Quality
North Carolina Department of Environmental and Natural Resources
943 Washington Square Mall
Washington, NC 27889
RE: River Dunes Marina and Residential Development, Pamlico County,
North Carolina
High Density Stormwater Permit
Dear Mr. Vinson:
On behalf of River Dunes Corporation and Ed Mitchell, please find enclosed for
your review the high density stormwater permit for the River Dunes Marina and
Residential Development located in Pamlico County, North Carolina. This
permit specifically covers Harbor Village IV and Harbor Village V.
If you have any questions or request additional information, please let me know.
Sincerely,
McKIM & CREED, P.A.
i
Curt Blazier, PE
Project Engineer
LGM
S: \4135\0002\40-Permit\NC DENR DWQ SWrmwater\High Density Permit Harbor Village IV and V \d080608.D WQ_High Density_Permitdoc

�MCIQMCREED
TO: NCDENR Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
ATTENTION: Scott Vinson
LETTER OF TRANSMITTAL
DATE: August 6, 2008
PROJECT NO: 04135-0001
TASK NO: HVILL
RE: River Dunes Subdivision
HV IV Stormwater O&M Agreements
TRANSMITTAL NO:
PAGE 1 OF 1
WE ARE SENDING: ❑ Originals ® Prints ❑ Shop Drawings ❑ Samples
❑ Specifications ® Calculations ❑ Other - Check
Quantity
Drawing No.
Rev.
Description
Status
2
Original, notarized O&M Agreements
C
2
Copies, (one copy of each) notarized O&M Agreement
C
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See
Remarks
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3. Other
4. Amend & Resubmit 5. Rejected - See Remarks
REMARKS: Thanks for your continued flexibility! RECEMPO
cc
1730 Va si1y Drive, Suite 500, Raleigh, INC 27606 9191233-9091 Fax [phone]
McKIM & CREED, PA
Signed
rianne Coombes, El

•
0
vWKIM&CREED
August 22, 2008
RECEIVED
AUG 2 5 2008
E N G I N E E R 5
5 J R V E YO R5
P L A N N E R S
M&C 04135-0001(40)
Samir Dumpor 0ijVQYIARu
NCDENR — DWQ
943 Washington Square Mall
Washington, NC 27889
RE: River Dunes Harbor Village IV and V High Density Stormwater Permit
Request for Additional Information
Dear Mr. Dumper:
In response to your request for Additional Information date August 18, 2008:
J1. A signed and sealed coversheet for the Calculations package has been
/ included.
`J 2. The Supplement prompts for non -SR waters throughout are now
r complete, in lieu of the prompts for SR waters.
3. Harbor Village IV -1:
• The drawdown time for Basin IV-� is 13 hours. The Supplement
has been updated accordingly ,v/
• The Top Elevation of Basin IV-1 is 5.8. The Supplement has been
updated accordingly. V/
4. Harbor Village IV-2:
J• The drawdown time for Basin IV-2 is 0.85 days. The Supplement
has been updated accordingly.
• The storage elevation for Basin IV-2 is 4.80. The Plan sheet C3.1,
Venture IV Building has been updated accordingly.
Suite 500 • The top elevation for Basin IV-2 is 5.80. The Plan sheet C3.1 has
been updated accordingly.
1730 Varsity Drive
Raleigh, NC 27606 5. 1il*
bor Village V-1:
The storage elevation for Basin V-1 is 4.80. The Plan sheet C3.1
has been updated accordingly.
919.233.8091
Fax [phone]
www.mckimcreed.com

Mr. Samir Dumpor
August 21, 2008
Page 2 of 2
• I/ •
The top elevation for Basin V-1 is 5.80. The Plan sheet C3.1 has
/
been updated accordingly.
•
The Additional Drainage Area part of the Application has been
changed to show that the receiving stream for Drainage Area V-1
is Parris Creek.
6.&7. We are pleased to submit the following revised documents to reflect
theabove changes for your review and approval.
•
One (1) signed and sealed, and one (1) copy of the cover page for
✓
the Calculations package.
•
Two (2) copies of the Additional Drainage Area attachment to the
/
k1
Permit Application.
•
Two (2) copies of the Infiltration Basin Supplement form for Basin
IV-1
•
Two (2) copies of the Infiltration Basin Supplement form for Basin
V
IV-2
•
Two (2) copies of the Infiltration Basin Supplement form for Basin
V-1
•
One (1) signed and sealed and one (1) copy of Harbor Village IV
Plan sheet C3.1
Harbor Village V
•
One (1) signed and sealed and one (1) copy of
Plan sheet C3.1
The above documents and plan sheets are to be used in conjunction with the
Calculations packages from our August 61h submittal.
I trust that this information will be sufficient for your review. If you require
clarification or additional information, please do not hesitate to contact me.
Thank you.
Sincerely,,
McKIM & CREED, P.A.
Curtis M. Blazier, PEAGir
Project Manager
Enclosures
• cc: Ed Mitchell, River Dunes Corporation
vMCK M&CREED

—i
•
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
August 19, 2008
River Dunes Corporation
Attn.: Ed Mitchell
416-A.Pollock Street
New Bern, NC 28560
Subject:: Stormwater Review SW7080805
River Dunes Marina and Residential
Development — Harbor Village IV and V
Pamlico County
Dear Mr. Mitchell:
This office received a Coastal Stormwater permit application and plans for the subject project on
August 6, 2008. A preliminary review of your project indicates that before a State Stormwater permit
can be issued the following additional information is needed:
/ Please sign and seal the Calculations.
2 Fill out the Required and The Provided volume for non -SR waters in all Supplements.
3. Harbor illage IV 1:
• The drawdown time for basin number 1 in Inf. Basin Supplement is 0.85 days,
while the Calculations show 13 hours. Revise.
• The Top Elevation in Supplement is 4.80, while the Plans (sheet C3.1) show 5.8.
• Revise.
4. Harbor Village IV-2:
✓ • The drawdown time for basin number 2 in Inf. Basin Supplement is 0.54 days,
while the Calculations show 0.85 days. Revise.
�• The Storage elevation in Supplement is 4,80, while the Plans (sheet C3.1) show
4.50. Revise.
• The Top Elevation in Supplement is 5.80, while the Plans (sheet C3.1) show
5.50. Revise.
5. Harbor Village V-1:
t✓• The Storage elevation in Supplement is 4.80, while the Plans (sheet C3.1) show
5.30. Revise.
• The Top Elevation in Supplement is 5.80, while the Plans (sheet C3.1) show
/ 6.30. Revise.
V Revise the Drainage area part of the Application to change the receiving stream
to Parris Creek.
6. Revise all necessary documents to reflect the above changes.
7. Provide 2 sets of signed and sealed plan sheets and documents.
The above requested information must be received in this office prior to August 26, 2008 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
North Carolina Division of Water Quality Internet: www.ncwateraualitv.ore
943 Washington Square Mall Phone [phone]
Washington, NC 27889 Fax [phone]
NoiihCarohna
Naturally
An Equal Opportunity/Affirmative Action Employer— 50%Recycled110%Post Consumer Paper

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.
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: V Washington Regional Office
Curtis Blazier, PE, McKim & Creed, P.A. (1730 Varsity Drive, Suite 500, Raleigh, NC 27606)
11
•
is