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► AVOLIS. ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • (252) 633-0068
October 23, 2009
Ms. Janet Russell, Coordinator
One-Stop/Express Permitting RECE V ' .i._)
Wilmington Regional OfficeriC 1 0!1
127 Cardinal Drive Extension
Wilmington,NC 28405 BY:
RE: Permit#SW8081025
Renovations and Additions to Morehead City Police Department
Bridges Street, Morehead City, Carteret County,North Carolina
AE Project No. 08058
Dear Janet:
The Town of Morehead City submitted a High Density Stormwater Application
associated with proposed renovations and additions to the Morehead City Police
Department located on Bridges Street in Morehead City, Carteret County,North
Carolina. The project was reviewed by the Wilmington Regional office of the North
Carolina Department of Environment and Natural Resources. A High Density
Stormwater Permit was issued on April 1, 2009 (Reference Permit No. SW8081025). To
date, the project has not been constructed. The Town of Morehead City desires to modify
the existing Stormwater Management Permit for this project to accommodate proposed
changes to the design. Specifically,the Town of Morehead City desires to shift the
location of the proposed police department building eastward on the site by a distance of
approximately 15 feet. This change is necessitated by the Town's desire to completely
reconstruct a new building rather than provide an addition to an existing structure as was
originally conceptualized, designed and permitted. As a new structure,the Zoning
Ordinances in the Town of Morehead City requires that the new building be placed a
minimum of 15 feet off of the property lines. Otherwise, the building footprint has not
changed from that which was originally permitted. In order to accommodate the
proposed shifting of the building footprint,the proposed parking lot area needed to be
compressed resulting in a net reduction in impermeable surfaces for the project.
The project is separated into two distinct drainage basins as is outlined in the original
permit application. Drainage Basin No. 1 is proposed to be revised by this modification.
Drainage Basin No. 2 remains unchanged from that which was originally permitted as a
result of this modification.
p
OCT 262009
DWQ

The original permit application and permit authorizes the construction of 113,577 square
feet of impermeable surfaces within Drainage Basin No. 1. The proposed modification
results in a net reduction of the impermeable surfaces within Drainage Basin No. 1 of
11,710 square feet for a proposed total impermeable area for Drainage Basin No. 1 of
101,867 square feet. However, the Town of Morehead City would like to reserve the
11,710 square feet of impermeable surfaces to construct a future proposed building
within Drainage Basin 41 as presented on the plans.
It is proposed that the stormwater treatment system consisting of an infiltration basin and
level flow spreader not be modified in any manner as a result of the proposed revisions.
The horizontal dimensions and elevations of each Best Management Practice device has
remained unchanged from that which was originally permitted.
In summary,the permit modification is requested to allow for the plan revision as
presented for Drainage Basin No. 1 to allow the reconfiguration of the site to
accommodate the shifted building location and compressed parking areas.
If you should have any questions relating to this matter or need any additional
information to process this request,please let me know.
Sincere y,
evin Avolis, P.E.
ice-President
IRECE 7 E0
OCT 2 6 2009 I '
DWQ
PROJ #�.,�. ,.��,

Russell, Janet
From: Avolis Engineering, P.A. [[e-mail]]
Sent: Monday, October 19, 2009 2:06 PM
To: Russell, Janet
Subject: Re: Morehead City Police Dept Renovation
Good Afternoon!
I have checked with Kevin and he is available this Thursday or Friday or any day next week but Thursday. The owner will
be available by phone on the date of our meeting.
Please let us know what time is convenient for you and we will mark calendars.
Thanks,
Beth
From: Russell,Janet
Sent: Monday, October 19, 2009 1:34 PM
To: Avolis Engineering, P.A.
Subject: Morehead City Police Dept. Renovation
We are in receipt of the Express Request for the above-referenced project. Please forward us 3 or 4 dates that you and
client are available to meet.
It would be best to bring a blank check. We are thinking at this point that the project is a plan revision ($500.00) in
Express. However, if at the meeting it is decided that it is a stormwater modification,the review fee will be more.
Janet
Janet M. Russell
Express Coordinator
910 796-7421
NOTE: change in email address: [e-mail]
Email correspondence to and from this address may be subject to the North Carolina
Public Records Law and may be disclosed to third parties.
1

STORMWATER MANAGEMENT NARRATIVE
MODIFICATION NO. 1
Renovations and Additions to: Morehead City Police Department
Bridges Street
Morehead City,Carteret County,North Carolina
The Town of Morehead City submitted a High Density Stormwater Application
associated with proposed renovations and additions to the Morehead City Police
Department located on Bridges Street in Morehead City,Carteret County,North
Carolina. The project was reviewed by the Wilmington Regional office of the North
Carolina Department of Environment and Natural Resources. A High Density
Stormwater Permit was issued on April 1,2009(Reference Permit No. SW8081025). To
date,the project has not been constructed. The Town of Morehead City desires to modify
the existing Stormwater Management Permit for this project to accommodate proposed
changes to the design. Specifically,the Town of Morehead City desires to shift the
location of the proposed police department building eastward on the site by a distance of
approximately 15 feet. This change is necessitated by the Town's desire to completely
reconstruct a new building rather than provide an addition to an existing structure as was
originally conceptualized,designed and permitted. As a new structure,the Zoning
Ordinances in the Town of Morehead City requires that the new building be placed a
minimum of 15 feet off of the property lines. Otherwise,the building footprint has not
changed from that which was originally permitted. In order to accommodate the
proposed shifting of the building footprint,the proposed parking lot area needed to be
compressed resulting in a net reduction in impermeable surfaces for the project.
The project is separated into two distinct drainage basins as is outlined in the original
permit application. Drainage Basin No. 1 is proposed to be revised by this modification.
Drainage Basin No. 2 remains unchanged from that which was originally permitted as a
result of this modification.
The original permit application and permit authorizes the construction of 113,577 square
feet of impermeable surfaces within Drainage Basin No. 1. The proposed modification
results in a net reduction of the impermeable surfaces within Drainage Basin No. 1 of
11,710 square feet for a proposed total impermeable area for Drainage Basin No. 1 of
101,867 square feet. The total built-upon percentage for Drainage Basin No. 1 is
62.82%. As a result of the proposed modification,the overall project built-upon
percentage reduces to 55.75%.
It is proposed that the stormwater treatment system consisting of an infiltration basin and
level flow spreader not be modified in any manner as a result of the proposed revisions.
The horizontal dimensions and elevations of each Best Management Practice device has
remained unchanged from that which was originally permitted. Although there is a net
reduction in the required treatment volume for the project due to decrease in impermeable
p^ +• ,„
`0.
CT 1 a 2009
DWQ
PROD #

surfaces, the overall treatment capacity of the infiltration basin and level spreader have
not been changed.
In summary,the permit modification is requested to allow a net reduction of impermeable
surfaces for Drainage Basin No. 1 and to allow the reconfiguration of the site to
accommodate the shifted building location and compressed parking areas.
►iiii�� � Y► NAB

Oe 102s."" if)\",n.' AAS\o,.s
CAZ004—0 lS For DENR Use ONLY
North Carolina Department of Environment and Reviewer:G3
AANatural Resources Submit 10 -2 2
---- Request for Express Permit Review 11 : °g
NCDENR Time:
I Confirm 1 O- 20
FILL-1N 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.include this form in the application package.
• Asheville Region Alison Davidson 828-296-4698;alison.davidsone. cmaf.net
• Fayetteville or Raleigh Region-David Lee 919-791-4203;davld.ieeincmaiLnet
• Mooresville&-Patrick Grogan 704463.3772 or patricir grogantkncmall net
• Washington Region-Lyn Hardison 252-946-9215 or IYn.hardison 7ncmaiLnet Z A S•i rN
• Wilmington Region-Janet Russell 910.350.2004 or lanet.russeIIt ncmalLnet 1 t y 12% g v
NOTE:Project application received after 12 noon will be stamped in the following work day.
Project Name:RENOVATIONS/ADDITIONS TO:MOREHEAD CITY POLICE DEP County:CARTERET
Applicant:TOWN OF MOREHEAD CITY Company:TOWN OF MOREHEAD CITY
Address:706 ARENDELL STREET City: MOREHEAD CITY,State:NC Zip:28557
Phone:[phone] Fax:[phone] Email: E C E rd V E
Project is Drains into waters Project Located in WHITE OAK River Basin
Engineer/Consultant:KEVIN AVOLIS,PE Company:AVOLIS ENGINEERING,PA OCT 1 5 2009
Address:P.O. BOX 15564 City:NEW BERN,State:NC Zip:28561
Phone:[phone] Fax::[phone] Email:avolisengt lomonline.net DWQ
PriOJ 0
(Check all that apply)
❑Scoping Meeting ONLY ® DWQ, ❑ DCM, ❑DLR, El OTHER:
❑Stream Origin Determination: #of stream calls-Please attach TOPO map marking the areas in questions
El State Stormwater ❑General 0 SFR, ❑Bkhd&Bt Rmp, ❑Clear&Grub, ❑ Utility
El Low Density 0 Low Density-Curb&Gutter _#Curb Outlet Swales ❑Off-site[SW (Provide permit#)]
❑High Density-Detention Pond _#Treatment Systems 0 High Density-Infiltration _#Treatment Systems
El High Density-Bio-Retention _#Treatment Systems ❑ High Density-Constructive Wetlands _#Treatment Systems
❑High Density-Other _#Treatment Systems ® MODIFICATION SW 8081025(Provide pemtit#)
El Coastal Management ❑ Excavation&Fill El Bridges&Culverts ❑Structures Information
❑Upland Development 0 Marina Development 0 Urban Waterfront
0 Land Quality Erosion and Sedimentation Control PI n with acres to be disturbed.(CK# (for DENR use))
Modification CARTE-2009- i
WETLANDS QUESTIONS MUST BE ADDRESSED BELOW
❑Wetlands(401): Check all that aoolv Isolated wetland on Property 0 Yes El No
Wetlands on Site 0 Yes 0 No Buffer Impacts:El No❑YES: acres)
Wetlands Delineation has been completed:El Yes❑No Minor Variance:0 No 0 YES
US ACOE Approval of Deinea ion completed: 0 Yes El No Major General Variance ❑No❑YES
404 Application in Process w/US ACOE: El Yes ❑ No 401 Application required:❑Yes❑No If YES,0 Regular
Permit Received from US ACOE❑Yes El No Perennial,Blue line stream,etc on site 0 yes❑No
For DENR use only
Fee Split for multiple permits: (Check# I Total Fee Amount $
SUBMITTAL DATES Fee SUBMITTAL DATES Fee
CAMA $ Variance(❑Maj;❑Min) $
SW(0 HD,ElLD,❑Gen) $ 401: $ -
LQS $ Stream Deter,_ $
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