SW8040405_APPROVED PLANS_20091215

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �Gir,J
DOC TYPE
❑ CURRENT PERMIT
�P APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
qagll�!�
YYYYMMDD

4*
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
December 15, 2009
G.S. Placzek, P.E., Technical Director
Civil Engineering Unit
United States Coast Guard
1240 E. Ninth Street, Rm. 2179
Cleveland, OH 44199-2050
Subject: Projects Not Subject
Stormwater Project No. SW8 040405
USCG- Fort Macon
Carteret County
Dear Mr. Placzek:
Dee Freeman
Secretary
The Wilmington Regional Office received a General Permit application on September 28, 2009,
to rebuild the wastewater treatment facility. Due to a misinterpretation of the rules, staff required
a permit for the wastewater treatment facility and for the two subsequent redevelopment
projects. After meeting with the Coast Guard on October 20, 2009, regarding the 3 separate
building projects at this site, the WWTF expansion, the Armory foundation, and the Public
Works Building Replacement, the Division agrees that the projects are not subject to State
Stormwater permitting at this time due to the following:
1. None of the proposed projects is located within the drainage area of the previously
approved BMP;
2. None of the projects require a CAMA Major or a Sedimentation Erosion Control Plan;
3. None of the projects exceed 10,000 square feet of new built -upon area.
Please keep in mind that this determination applies only to the current proposed activities.
Future disturbance or construction of impervious surfaces in excess of 10,000 square feet, or
such that either an Erosion and Sedimentation Control Plan or a CAMA Major permit is required,
will result in the requirement to submit a Stormwater Management Permit application prior to
construction.
If you have any questions, please do not hesitate to call Linda Lewis or me at [phone].
Sincerely,
Georgette Scott
Stormwater Supervisor
Division of Water Quality
GDSlarl: S:IWQSISTORMWATIEXEMPT120091040405.dec09
cc: Ron Cullipher, P.E., Stroud Engineering
Atlantic Beach Building Inspections
Linda Lewis
R D
Wilmington Regional office
127 Cardinal drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] Customer Service: 1-877-621-6748 North Carol l n a
Internet: www,ncwaterquaiity.org Naturally
' aturally
An Equal Opportunity 1 Affirmative Action Employer L `

U.S. Department of
Homeland Security ` q
United States
Coast Guard
Commanding Officer 1240 East Ninth Street
United States Coast Guard Room 2179
Civil Engineering Unit Cleveland Cleveland Ohio 44199-2060
Staff Symbol: ER
Phone: [phone]
Fax: [phone]
Email: [e-mail]
l 1000-
Ms. Linda Lewis NOY 3 0 2009_
North Carolina Department of Environmental Resources
Division of Water Quality
127 Cardinal Drive Extension��-Rv�
Wilmington, North Carolina 28405-3845
Dear Ms. Lewis: DEC o 2 2009
BY;
"Thank you for the opportunity to allow the United States Coast Guard SCG) and our
consultants from The Johnson McAdams Firm, P.A. and Stroud Engineering to meet with you,
Ms. Kelly Johnson and Ms. Janet Russell at the North Carolina Department of Environmental
Resources (NCDENR) Wilmington office on October 20, 2009. The purpose of the meeting was
to discuss three projects the USCG is proposing to conduct at our Sector North Carolina facility
located at 1305 East Fort Macon Road, Atlantic Beach, Carteret County, North Carolina, in
reference to whether the projects were subject to the state storm water requirements. The USCG
Sector North Carolina facility is presented in Enclosure (1) Construction Drawings T-01. Based
on that meeting, the USCG is providing you with this submittal summarizing the three proposed
projects and the rationale for determining why those projects are not subject to the North
Carolina's State Coastal Storm Water requirements promulgated under Session Law 2008-211
State Senate Bill 1967.
In order to establish existing conditions at the facility, Construction Drawings T-01 sheet 1 of 2
in Enclosure (1) shows an approximate 5 acre area at the southwest portion of the site which is
subject to the existing State Storm Water Permit SW8 040405. Additionally, Construction
Drawing T-01 sheet 2 of 2 in Enclosure (1) documents the current impervious surfaces / built
upon areas at the facility.
The three proposed projects are summarized below and their locations are shown on
Construction Drawing T-01 sheet i of 2 in Enclosure (1):
o Replace the Waste Water Treatment Plant (WWTP): The USCG proposes to remove and
replace the W WTP and drain field. The location of the W WTP will not change. The
total land disturbance for this project is conservatively estimated to be 0.8 acres. The
total built upon area is 1,630 square feet.
o Install Armory Foundation: The USCG proposes to provide a concrete pier -type
foundation for the Armory. The location of the Armory will not change. The total area
of the Armory is 250 square feet. Because the Armory is already on -site, there is no net
increase in built upon area.
o Construct a Public Works Building: The USCG proposes to remove the existing building
B9 and install a new Public Works Building on the footprint for building B9 and in the
gravel parking area northeast portion of building 139. The Public Works Building is
proposed to occupy a 2400 square foot area, but because it is being placed upon the
footprint of building B9 as well as part of the gravel parking area, there will be no net
increase in built upon area.

First, since the three proposed projects are located outside of the Permit S W8 040405 drainage
area, they are not subject to that permit. Secondly, to be subject to the State 2008 Coastal Storm
Water requirements, the three proposed projects must exceed one of the threshold criteria
stipulated in the state law. The three proposed projects do not require Coastal Area Management
Act (LAMA) major permits. The three proposed projects do not require Erosion and
Sedimentation Control Plans since they do not disturb one acre or more. The three proposed
projects to do not add more than 10,000 square feet of built upon area to the facility.
Additionally, the area outside of the SW8 040405 drainage area will be eligible for
redevelopment exclusion requests in accordance with the October 2008 rules if no net increase in
impervious area is proposed and the redevelopment plan provides storm water control equal to or
better than the previous development. Therefore, based on the threshold criteria stipulated in the
NC Coastal Storm Water requirements, the three proposed projects are not subject to the NC
Coastal Storm Water requirements. At the conclusion of the October 20, 2009 meeting,
NCDENR Division of Water Quality staff were in agreement with this conclusion.
Regarding the W W"VP proposed project, the USCG has already submitted a "State Storm Water
Notice of Intent, SWG040000 - General Permit to Construct a Linear Utility Line and Associated
Incidental Built -Upon Area" to NCDENR. During the October 20, 2009 meeting, it was
determined that this General Permit was not required, and NCDENR returned the uncashed
check application fee. Therefore, USCG will consider the permit application revoked.
The USCG intends to implement the three proposed projects. If you have any questions please
contact Mr. Larry Hersey of my staff at [phone] or Mr. Mark Lamb at [phone].
Sincerely,
�'4 C, P.E.
Technical Director, Civil Engineering Unit
By direction of the Commanding Officer
Enclosure: (1) Construction Drawings
Copy Kelly Johnson, NCDENR, DWQ
Janet Russell; NCDENR, One -Stop Express Permitting
Chip Johnson, P.E., The Johnson McAdams Firm, P.A.
Ron Cullipher, P.E., Stroud Engineering, P.A.
Dave Gambardella, Stroud Engineering
CG SECTOR NORTH CAROLINA

ENCLOSURE(l)
CONSTRUCTION DRAWINGS

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
it
[phone]
TO Nc-p CNR
9t�� i►V C./ Z� Q S
LETTER OF tRANSMITTAL
DATE (�_ ` ^� Li JOB NO.
ATTENTION f ,
RE:
GaC16S,F Gk4 r , ki L/ r(✓ i
Ge'le r f Pe��,'t i
I
WE ARE SENDING YOU fj Attached ❑ Under separate cover via the following items:
❑ Shop drawings © Prints F`� 11 Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIESDATE
Z
9--2y-a9'
NO.
DESCRIPTION
/z srrzG P�Set
SUGogo0Q o Ppl« v-f
57a 4D p Gee'__
U GG -S /7G
THESE ARE TRANSMITTED as checked below:
J For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
7
❑ For review and comment ❑
❑ FOR BIDS DUE
REMARKS
h
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
10
P I
COPY TO
SIGNED: D/C'"42-
If enclosures are not as noted, kindly notify us at once.

5

Lewis,Linda
From:
Lewis, Linda
Sent:
Friday, October 16, 2009 1:34 PM
To:
Gambardella, Dave
Subject:
USCG Atlantic Beach
Dave
Regarding the proposed BUA for this site — will the new WWTP be located above grade? It's really hard to tell
from the site drawings. Some of the section views show the tops of the various components of the new plant
above grade. If that's true, the amount of BUA reported on the application, 200 sf, seems a bit underreported.
Can you please clarify?
Thanks,
Linda
Please note my new email address is [e-mail]
Linda Lewis
NC Division of Water Quality
127 Cardinal brive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
0jl)2corn
sIrv(,J _Q_Mzrr A-2-7-5
1

N.C. DIVISION OF WATER QUALITY
SURFACE WATER PROTECTION SECTION
STATE STORMWATER NOTICE OF INTENT (NOI)
SWG040000 - GENERAL PERMIT TO CONSTRUCT A LINEAR UTILITY LINE
AND ASSOCIATED INCIDENTAL BUILT -UPON AREA
Year
I Cerlificale of Coveraae I
Amount
State Stormwater Management Application Notice of Intent for coverage under the General Stormwater
Management Permit No. SWG040000 to construct a utility line and incidental built -upon area
associated with a linear utility project including water, sewer, gas, telephone, and electric.
Incidental built -capon area associated with the utility project includes small, single pump stations, access
roads which minimize their built -upon area, concrete pads, manhole covers, etc.
(Please print or type)
1. Mailing address of owner/developer: (The address to which all permit correspondence will be mailed.)
Owner/Developer Name UNITED STATES COAST GUARD
Street Address 2301 EAST FORT MACON RD
City ATLANTIC BEACH State NC ZIP Code 28512
Telephone No. [phone] Fax ( )
2. Proposed Project Information:
Project Name W WTP AND DRAINFIELD REPLACEMENT CG SECTOR NORTH CAROLINA
Contact Person CDR DEREK A D'ORAZ10
Street Address 2301 EAST FORT MACON RD
City ATLANTIC BEACH State NC ZIP Code 28512
County CARTERET
Telephone No. [phone] Fax
3. Physical Location Information:
Please provide the street address of the project and describe how to get to the project, using street names,
state road numbers, and the distance and direction from the nearest major intersection:
From the intersection of NC 58 (Fort Macon Rd) and Morehead Ave in Atlantic Beach, travel east on NC 58
approximately 2 miles. Facility will be located on the left.
4. What is the name of the receiving stream?
BOGUE SOUND 20-36-(8.5)
5. River Basin WHITEOAK Receiving Stream Classification SA
6. This Certificate of Coverage is being submitted as a result of:�
❑ New or proposed project ❑ Modification to an existing project SEP 2-8 2009
Existing COC or Permit Numbggy.
Date project is scheduled to begin construction NOVEMBER 2009 ,
7. What is the total project area above mean high water? 15,400 fe
8. What type of utility project will be constructed?
❑ Water Line ® Sewer Line ❑ Gas Line ❑ Telephone ❑ Electric X❑Other WWTP
SW U-116-040108
Page 1 of 3

9. How much built -upon area is proposed? 200 square feet (Please include all
manhole covers, pump stations, concrete pads, and gravel access roads).
10. Is the project within 575' of the Mean High Water line of class ORW waters?
❑ YES (Please show the 575' AEC line on plans) ® NO
11. Are there any wetlands on the site? ❑ YES (please delineate on the plans) ❑X NO
Name and affiliation of person making this determination:
12. Please list all Best Management Practices employed at this site:
STORMWATER STORAGE POND PUMPED TO INFILTRATION AREA
13. Certification:
North Carolina General Statute 143-215.6 b (i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application,
record, report, plan, or other document filed or required to be maintained under this Article or a rule
implementing this Article; or who knowingly makes a false statement of a material fact in a rulemaking
proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly renders inaccurate
any recording or monitoring device or method required to be operated or maintained under this Article or rules
of the Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine
not to exceed $10,000. (16 U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or
imprisonment of not more than 5 years, or both, for a similar offense.)
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit
will constitute the permit requirement for the project and is enforceable in the same manner as an individual
permit.
I certify that I am familiar with the information contained in the application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
Printed name of person signing: _ CDR DEREK A D'ORAZIO , U5C6'
Title: CO
,M.N4ANDER
l
(Date sig (ed)
A check or money order must accompany this Notice of Intent for $505.00, made payable to: NCDENR.
Your application will be returned unprocessed unless all of the following items are submitted:
This completed form
Two sets of site and grading plans
A check for $505.00
A USGS map with the project clearly located on it.
Mail the entire package to: NCDENR Division of Water Quality
Surface Water Protection Section — Stormwater
at the Appropriate Contact Address (see the following page)
Note:
The submission of this document does not guarantee the issuance of a Certificate of Coverage under the
General Permit
SW U-116-040108
Page 2 of 3

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�: TH1Johnson -McAdams ppM
ARCHITECTS/ENGINEERS • PLANNING • SURVEYING • MANAGEMENT
®1®®
USCG Atlantic Beach Storm Water Management Permit `Scoping Meeting'
NCRENR Wilmington, NC
20 Oct 2009
Attendees:
Janet Russell
NCDENR
910-796-7421
0anct.russellancdenr.goy
Kelly Johnson
NCDENR
910-796-7345
kelly.p.iohnson g,ncdenr.gov
Linda Lewis
NCDENR
910-796-7301
[e-mail]
Larry Hersey
USCG
216-902-6226
lawrcncc.l.hcrseyguseg mil
Mark Lamb
USCG
216902-6304
mark.a.lamb @usc .rail
Ron Cullipher
Stroud
252-247-7479
rctrllipherastroudengineer.com
Dave Gambardella
Stroud
252-247-7479
[e-mail]
Chip Johnson
J-Mc
901-861-4200
chipiohnson a,bellsouth.net
Discussion / Decisions:
A meeting was held on 10:30 on 20 Oct 2009 to discuss requirements for storm water
management permitting for three projects at USCG Atlantic Beach. The meeting was held in
the conference room of NCDENR DWQ in Wilmington, NC. The following items were
discussed and the following decisions made:
1. The general scope of the three planned USCG projects was discussed.
A. The wastewater treatment facility was discussed. The plant should incorporate
removing an existing treatment vault and appurtenances and replacing it with a new
on -site package treatment facility. The new facility will add approximately 1600 sf
of BUA.
B. The new Public Works building will involve removing an existing structure and
replacing it with a new 2400 sf building. The new construction will create no net
increase in BUA.
C. The last of these planned projects will involve placing an existing armory on an
elevated foundation. This project will result in a minimal or no net increase in BUA.
2. A brief review of the 2004 permit for the ATON Building was discussed. The building
added approximately 2979 sf of BUA. No triggers for this project could be noted because
it likely fell below the 1 acre permit requirement of that year's applicable requirements.
NCDENR stated none of the three proposed projects would trigger the need for a permit
because:
A. They were smaller than the 10,000 sf minimum.
B. They fall outside the 2004 permit area.
C. Current requirements allow for staged development impacting less than 10,000 sf.
4. It was noted that the existing BMP (detention pond) is oversized by approximately 5,000
cu. Ft (30%). Oversized BMP could be applied to future developments on the site.
5. Two options for creating a site baseline of existing conditions were proposed by
NCDENR.
340 POPLAR VIEW LANE EAST, SUITE 4 COLL]ERVILLE, TN 38017 [phone]

14101: "Johnson • McAdams PA.
ARCHITECTS / ENGINEERS • PLANNING • SURVEYING • MANAGEMENT
A. File an existing baseline master plan (site plan) with NCDENR. This would -only be
utilized to establish existing conditions and not require a permitting fee or be
considered a permit.
B. NCDENR would issue an administrative permit for the entire site, less what was
permitted in 2004 could be pursued. Nothing would be "permitted" in this scenario,
but NDDENR would be able to track the site through the permit. The would likely
not be desired by creating multiple regulations For USCG Atlantic Beach.
The following action items are to be completed by the USCG.
A. The USCG has already submitted a "State Storm Water Notice of Intent,
SWG040000 - General Permit to Construct a Linear Utility Line and Associated
Incidental Built -Upon Area" to NCDENR for the Waste Water Treatment Plant
proposed project. Since this General Permit was not required, the USCG will submit
a letter to NCDENR requested this General Permit to be rescinded. NCDENR will
respond back indicating their agreement and return the Permit application. During
the meeting, NCDENR returned the encashed check application fee.
B. As indicated in paragraph 5.A. above, the USCG will submit a letter to the NCDENR
identifying the three projects discussed during the meeting, why these three projects
are not subject to the NCDENR State Storm Water requirements, and provide the
state with the current Site Plan. NCDENR will respond back indicating their
agreement and approval of the proposed projects.
END REPORT ---
340 POPLAR VIEW LANE EAST, SUITE 4 COLLIERVILLE, TN 38017 [phone]

NFL DENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
August 24, 2009
CDR Derek A. D'Orazio
USCG Sector North Carolina
2301 East Fort Macon Road
Atlantic Beach, NC 28512-5633
Subject: Revised Technical Guidance
Project Name: SW8 040405, USCG Fort Macon
Location/County: Carteret County
Dear Commander D'Orazio:
Dee Freeman
Secretary
We have received new guidance from our Central Office regarding stormwater permitting
requirements for built upon area (BUA) built prior to 1988 as well as BUA built incrementally
since 1988 which did not trigger the need to obtain or modify a stormwater permit when it was
built. The following summarizes the new guidance and serves to supplement, and in some
cases retract, information provided in my March 30, 2009 letter.
BUA that does not have to be collected or treated includes:
1. Pre-1988 BUA: BUA built prior to the onset of North Carolina stormwater permitting
requirements which began on January 1, 1988.
2. Incremental BUA: BUA built incrementally since January 1, 1988 that did not trigger the
need to obtain or modify a stormwater permit when it was built.
BUA that must be collected and treated:
Triggered BUA: Incremental BUA that triggers the need to obtain a stormwater permit.
Requirements are triggered by the following circumstances:
a. January 1, 1988 — September 30, 2008: BUA associated with projects that
triggered the need for an Erosion and Sediment (E&SC) permit or a Coastal Area
Management Act (CAMA) Major permit.
b. October 1, 2008 - Present: BUA associated with projects that trigger the need
for an E&SC permit, a CAMA Major permit, or non-residential projects that add a
net increase of 10,000 ftZ or more of BUA.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.newaterquality.org
NorthCarolina
naturally
An Equal Opportunity 4 Affirmative Action Employer

SWS O40405
August 24, 2009
2. Caveats and Options: Caveats and options for pre-1988 and incremental BUA that did
not require a permit:
a. Entire Drainage Area: All of the BUA in the drainage area of a stormwater best
management practice (BMP) must be collected and treated including any pre-
1988 or incremental BUA that cannot be routed around the system.
b. Trade Offs: If the site is graded such that all or a portion'of the triggered BUA
cannot be collected and treated, then the USCG can propose to treat either the
pre-1988 BUA or the incremental BUA in lieu of this triggered BUA. However, as
a condition of this trade off, the amount of pre-1988 and/or incremental BUA
must be greater than the required amount of triggered BUA. The target ratio for
the trade off is 3:1, which would mean 3ft2 of pre-1988 or incremental BUA would
be collected and treated for every 1ft2 of triggered BUA. However, each project is
different and will be reviewed on a case -by -case basis to determine a reasonable
trade-off ratio.
c. Redevelopment: Redevelopment is addressed in two areas of stormwater
regulation. A redevelopment exclusion has two requirements. Similarly,
permitting redevelopment as either a high or low density project must meet one
of two of the same requirements. -
The two redevelopment options:
1. Redevelopment Exclusion: The 2008 Coastal Rule, SL2008-211,
Section 2(d),(3), does not require stormwater permits for activities
that, "result in no net increase in BUA and provide stormwater
control equal to the previous development Because a net
increase in BUA is planned for the USCG Fort Macon site, this will
not be an option unless the project is revised such that it can
demonstrate compliance with both of these requirements.
2. Redevelopment High or Low Density Permit: 15A NCAC 2H
.1003,(d)(3)(B) and 15A NCAC 2H .1002,(14) allow
redevelopment projects to be permitted to provide treatment to the
maximum extent practicable on a case -by -case basis if activities
have, "no net increase in BUA or which [provide] equal or greater
stormwater control than the previous development."
Establishing "equal or greater stormwater control": Consider existing
stormwater features such as pipes, swales, ponds, infiltration areas,
grassed buffer areas, or similar items. Select an area of the site where
existing impervious area will be redeveloped and the existing stormwater
features will be replaced by "equal or greater" stormwater features for
controlling the stormwater from the redeveloped area. The "equal or
greater" controls do not have to be BMPs, and the comparison can be
either qualitative or quantitative. The size of the area considered for
redevelopment differs for the two redevelopment options listed above-
1 . Redevelopment Exclusion: This option either applies to a
project/activity or it doesn't. A project/activity cannot be excluded
in part. The size for the redevelopment area is therefore the entire
project/activity area.
2. Redevelopment High or Low Density Permit: Portions of a
project/activity can be considered as redevelopment when
permitting a high or low density permit.
Page 2 of 3

SW8 040405
August 24, 2009
It is my understanding that redevelopment options are of significant interest for this project.
Please be advised that a redevelopment project of this scope and complexity is unusual.
Therefore, we are aware that there will be a multitude of technical details which we cannot
anticipate or provide guidance on at this time. We will have to work through the technical details
for the project as they become apparent.
Please determine how you will manage stormwater at your facility within the guidelines specified
above. In doing so, please keep track of the technical issues that you encounter during the
design process, and the associated proposed solutions to those technical issues that you
incorporate into your design. Once you have determined how you propose to handle
stormwater at your facility, please request a meeting with the Division to discuss the project, and
in particular, any unusual circumstances that you believe are necessary for the design.
If you or your engineers have questions about the rule requirements or the stormwater
permitting process please have them contact me at this address or 910.796.7345.
Sinc rely
Kelly Johnson
Environmental Engineer
GDS/KPJ: S:IWQSISTORMWATERILETTERS120091040405.aug09
cc: Mr. Ron Cullipher, PE, Stroud Engineering
Mr. Sammy Hughes, USCG
Mr. Mark Lamb, USCG
Page 3 of 3

NC DENR - Division of Water Quality
Surface Water Protection Section
127 Cardinal Drive Extension
Wilmington, NC 28 "%
vAb �• '31 r'-rf;�n
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Mr. Mark Lamb
United States Coast Guard -Sector North Carolina
2301 E. Ft. Macon Road
Atlantic Beach, NC 28512
� OES PN
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02 ,M $ 00.1440
0004265580 SEP08 2009
MAILED FROM ZIP CODE._ 28405
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aQuality Park Item MD19
Treated with an Anti -Microbial Agent to guard against
the growth of bacteria, mold, mildew, fungus and odors
Lcensed bySilvercc

NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
August 24, 2009
CDR Derek A. D'Orazio
USCG Sector North Carolina
2301 East Fort Macon Road
Atlantic Beach, NC 28512-5633
Division of Water Quality
Coleen H. Sullins
Director
Subject: Revised Technical Guidance
Project Name: SW8 040405, USCG Fort Macon
Location/County: Carteret County
Dear Commander D'Orazio:
Dee Freeman
Secretary
We have received new guidance from our Central Office regarding stormwater permitting
requirements for built upon area (BUA) built prior to 1988 as well as BUA built incrementally
since 1988 which did not trigger the need to obtain or modify a stormwater permit when it was
built. The following summarizes the new guidance and serves to supplement, and in some
cases retract, information provided in my March 30, 2009 letter.
BUA that does not have to be collected or treated includes:
1. Pre-1988 BUA: BUA built prior to the onset of North Carolina stormwater permitting
requirements which began on January 1, 1988.
2. Incremental BUA: BUA built incrementally since January 1, 1988 that did not trigger the
need to obtain or modify a stormwater permit when it was built.
BUA that must be collected and treated:
Triggered BUA: Incremental BUA that triggers the need to obtain a stormwater permit.
Requirements are triggered by the following circumstances:
a. January 1, 1988 — September 30, 2008: BUA associated with projects that
triggered the need for an Erosion and Sediment (E&SC) permit or a Coastal Area
Management Act (CAMA) Major permit.
b. October 1, 2008 —' Present: BUA associated with projects that trigger the need
for an E&SC permit, a CAMA Major permit, or non-residential projects that add a
net increase of 10,000 ftz or more of BUA.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] S FAX: [phone] Customer Service: 1-877-623-6748 No rth C aro 1 i na
Internet: www.ncwaterquality.org '], atmra l r
An Equal Opporl0ity 4 Affirmative Action Employer �/ ll J

r
S W 8 040405
August 24, 2009
2. Caveats and Options: Caveats and options for pre-1988 and incremental BUA that did
not require a permit:
a. Entire Drainage Area: All of the BUA in the drainage area of a stormwater best
management practice (BMP) must be collected and -treated including any pre-
1988 or incremental BUA that cannot be routed around the system.
b. Trade Offs: If the site is graded such that all or a portion of the triggered BUA
cannot be collected and treated, then the USCG can propose to treat either the
pre-1988 BUA or the incremental BUA in lieu of this triggered BUA. However, as
a condition of this trade off, the amount of pre-1988 and/or incremental BUA
must be greater than the required amount of triggered BUA. The target ratio for
the trade off is 3:1, which would mean 3ft2 of pre-1988 or incremental BUA would
be collected and treated for every 1ft2 of triggered BUA, However, each project is
different and will be reviewed on a case -by -case basis to determine a reasonable
trade-off ratio.
c. Redevelopment: Redevelopment is addressed in two areas of stormwater
regulation. A redevelopment exclusion has two requirements. Similarly,
permitting redevelopment as either a high or low density project must meet one
of two of the same requirements:
The two redevelopment options:
1. Redevelopment Exclusion: The 2008 Coastal Rule, SL2008-211,
Section 2(d),(3), does not require stormwater permits for activities
that, "result in no net increase in BUA and provide stormwater
control equal to the previous development". Because a net
increase in BUA is planned for the USCG Fort Macon site, this will
not be an option unless the project is revised such that it can
demonstrate compliance with both of these requirements.
2. Redevelopment High or Low Density Permit: 15A NCAC 2H
.1003,(d)(3)(B) and 15A NCAC 2H .1002,(14) allow
redevelopment projects to be permitted to provide treatment to the
maximum extent practicable on a case -by -case basis if activities
have, "no net increase in BUA or which [provide] equal or greater
stormwater control than the previous development."
Establishing "equal or greater stormwater control': Consider existing
stormwater-features such as pipes, swales, ponds, infiltration areas,
grassed buffer areas, or similar items. Select an area of the site where
existing impervious area will be redeveloped and the existing stormwater
features will be replaced by "equal or greater" stormwater features for
controlling the stormwater from the redeveloped area. The "equal or
greater" controls do not have to be BMPs, and the comparison can be
either qualitative or quantitative. The size of the area considered for
redevelopment differs for the two redevelopment options listed above:
1. Redevelopment Exclusion: This option either applies to a
project/activity or it doesn't. A project/activity cannot be excluded
in park. The size for the redevelopment area is therefore the entire
project/activity area.
2. Redevelopment High or Low Density Permit: Portions of a
project/activity can be considered as redevelopment when
permitting a high or low density permit.
Page 2 of 3

SWS O40405
August 24, 2009
It is my understanding that redevelopment options are of significant interest for this project.
Please be advised that a redevelopment project of this scope and complexity is unusual.
Therefore, we are aware that there will be a multitude of technical details which we cannot
anticipate or provide guidance on at this time. We will have to work through the technical details
for the project as they become apparent.
Please determine how you will manage stormwater at your facility within the guidelines specified
above. In doing so, please keep track of the technical issues that you encounter during the
design process, and the associated proposed solutions to those technical issues that you
incorporate into your design. Once you have determined how you propose to handle
stormwater at your facility, please request a meeting with the Division to discuss the project, and
in particular, any unusual circumstances that you believe are necessary for the design.
If you or your engineers have questions about the rule requirements or the stormwater
permitting process please have them contact me at this address or 91 &796.7345. .
RSincrely,_,
Kelly Johnson
Environmental Engineer
GDSIKPJ: S:IWQSISTORMWATERILETTERS120091040405.aug09
cc: Mr. Ron Cullipher, PE, Stroud Engineering
Mr. Sammy Hughes, USCG
Mr. Mark Lamb, USCG
Page 3 of 3

�Ao C)g0SC_dIPc__
For OENR Use ONLY
North Carolina Department of Environment and
Natural Resources svbmii 10 - 2-0
NCDENR Request for Express Permit Review r'me:
Confirm: O
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 iPDF 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 828.296.4698,alison.davidson ncmail.net
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david._l_ee(d-ncmail.net
• Mooresville & -Patrick Grogan 704-663-3772 orpatrick.gro_ an ncmail.net
• Washington Region -Lyn Hardison 252-946-9215 or lyn.hardison(c)ncmail.net
• Wilmington Region -Janet Russell 910-350-2004 or lanet.russell(dr;cmail.net
NOTE: Project application received after 12 noon will be stamped in the following work day.
Permits of request
SW 040405
5W
SW
SW
SW
Project Name: UNITED STATES COAST GUARD- GROUP FORT MACON County: CARTERET ' : 3� �2 30
Applicant: DEREK A. D'ORAZIO Company: UNITED STATES COAST GUARD
Address: 2301 EAST FORT MACON RD City: ATLANTIC BEACH, State: NC Zip: 28512-5663 0 cle (
Phone: [phone], Fax: _ _, Email: @
Physical Location:2301 EAST FORT MACON RD. ATLANTIC BEACH, NC 28512
Project Drains into SA waters — Water classification HOW (for classification see-hUp://h2o.enr,state.nc.us/birnstreports/reportsWB,htrn1)
Project Located in WHITEOAK River Basin. Is project draining to class ORW waters? N , within Y2 mile and draining to class SA waters Y or within 1 mile
and draining to class HOW waters? Y
Engineer/Consultant: RONALD D. CULLIPHER PE Company: STROUD ENGINEERING PA i
Address: 151A HIGHWAY 24 City: MOREHEAD CITY, State: NC Zip: 28557 R
E III Q
Phone: [phone], Fax: [phone]. Email: [e-mail] SEP 16 2009
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
® Scoping Meeting ONLY ® DWO, ❑ DCM, ❑ DLR, ❑ OTHER:
PROJ #
SECTION TWO: CHECK ONLY THE PROGRAM! (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ IntermittentlPerennial Determination: _# of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
❑ State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter — # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration — #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide pernlitx)
❑ 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))
SECTION THREE — PLEASE CHECK ALL THAT 1S APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ❑ Yes ® No Buffer Impacts: [K No ❑ YES: _acre(s)
Wetlands Delineation has been completed: ❑ Yes ® No Isolated wetland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed: ❑ Yes ® No 404 Application in Process wl US ACOE: ❑ Yes ® No Permit
Received from US ACOE ❑ Yes ® No
5.:i ^. '4Rrt�:..F"•#'.: `C't#'id'YS3?IIeY#tSt. r�K #3IIR:::.. ;F .`F* #1--or i ENR use
C711r�•"Sfl#: # .6k.S= ##3.4:k ###rS�',`.:.'. di: x#i�f:.^-',.CF#E###Fi:#F#^t#M :: m.:..••/
Fee Split for multiple permits: (Check N i Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
sw (❑ HD, ❑ LD, ❑ Gen)
$
401:
$
LQS
$
Stream Deter,_
$
NCDENR EXPRESS March 2009

Narrative
Stormwater Management Plan
United States Coast Guard Group Fort Macon
2301 East Fort Macon Rd
Atlantic Beach, NC 28512
Phone [phone]
September 14, 2009
_ Owner:
United States Coast Guard
1240 East Ninth St.
Cleveland, OH 44199-2060
Engineer: Stroud Engineering, P.A.
151-A Hwy 24
Morehead City, NC 28557
[phone]
1. General Information
a. Name:
United States Coast Guard- Group Fort Macon
h. Address:
2301 East Fort Macon Rd, Atlantic Beach, NC 2816
c. Acreage in Tract:
17.584 acres
d. Disturbed Acreage:
.06 acres
e. Wetlands Acreage:
No wetlands onsite
f. Ownership Information
The owner is the Unites States Coast Guard
g. Development Proposal
The United States Coast Guard Group Fort Macon would like modify their existing Stormwater
permit # SW8 040405 issued on December 0e 2004 to replace an existing trailer and gravel onsite
with a 40x60 metal building. THERE SHOULD BE NO NET INCREASE IN BUA ON SITE.
PIN # 639500629603000
h. Pre 1988 BUA
The Coast Guard Station was built in 1965 with a pre 1988 BUA of approximately 300.000 square
feet of impervious surfaces.
i. Phasing of Project:
No phasing is associated with project
,j. Proposed wastewater and water supply.
Wastewater is treated by an on -site septic system.
Water supply from the Town of Atlantic Beach.
k. Historic Sites
There are no known historic sites on the parcel.
I
i

I�
1. Non -Compliance
No known non-compliance issues.
s
II. Stormwater Information
a. Project is located in the White Oak River Basin on Bogus Sound. The water classification is SA, HQW and
the stream index number is 20-36-(8.5).
b. The stornwater design is high density.
c. The proposed total impervious area is 49.8%
d. Stormwater runoff in Drainage Area l is proposed to be treated by the use of existing storage basin/ and
infiltration. Runoff from Drainage Area 2 is proposed to be treated by sheet flow
c. 2400 square feet of new BUA will he collected
f. The project has the 30 CAMA Buffer.
g. No development is proposed within the 75' Area of Environmental Concern
h. There is no off site runoff coming onto the site or into the proposed BMP
i. Road construction access across other property is not necessary to access this project.
j. No Soils report attached
III. Design Assumptions
1. Design storm is ten years.
2. The rational method was used for the design.
IV. Coastal Stormwater Regulations
The North Carolina Division of Environmental Management implemented new coastal stornrwater regulations
in coastal counties on October l", 2008. These regulations are detailed in Session Law 2009-211 Senate Bill
1967 section 2.(b). These rules allow for a development to be considered under various options. This project is
submitted for approval consideration under section 2.(b)(I )b for high density development.
E C E I V E
SEP 16 2009
DWO

Atlantic Beach, N Carolina to E Fort Macon Rd/NC-58 - Google Maps
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Driving directions to E Fort Macon Rd/NC-88
3.4 mi — about 6 minis
A� Atlantic Beach, N Carolina 11 :
1. Head east on E Fort Macon fid/NC-58 toward Bogue Sound Dr W s 'f 3.4 mi
Destination will be on the left
(g� E Fort Macon Rd/NC-58T
These directions are for planning purposes only. You may find that construction projects• traffic, weather, or other events may cause
conditions to differ from the map results, and you should plan your route accordingly. You must obey all signs or notices regarding your
route.
Map data ©2009 , Tele Atlas
http:Hrnaps.google.com/maps?hl=en&tab=n1 7/8/2009
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Russell, Janet
From: Russell, Janet
Sent: Friday, September 18, 2009 9:25 AM
To: 'ran cullipher'
Cc: 'David Gambardella'
Subject: Fort Macon Coast Guard Station
September 18, 2009
Ron / Dave:
The Express Scope Meeting for the Coast Guard Station has been scheduled with Linda Lewis and Kelly Johnson on
Thursday, October 1, 2009 at 10:30 AM here in the Wilmington Regional Office. We hope that both of you will be able
to attend the meeting if you're both involved with project design.
Please respond to this email ASAP to confirm and reserve the meeting date & time.
Thanks,
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.

P. 01
TRANSACTION REPORT
'
SEP-18-2009 FRI
10:12 AM �
FOR: NCDENR
910 350 2004
SEND
DATE START RECEIVER
TX TIME PAGES TYPE
NOTE
M#j DP
SEP-18 10:12 AM 912522474098
22" 2 FAX TX
OK
943 ,
TOTAL :
229 PAGES; 2
_ State of North Carolina
Department of Environment and Natural Resources
i
Wilmington Regional Office
Beverly Eaves Perdue, Governor Dee Freeman, Secretary
FAX COVER SKEET
Date: $ No. Of Pages: (excluding cover)
To: 1�) eve. Cx 4, 't7..,��, �, From: -- s -
CO: 6 1" �eA CO: NC DENR
FAX #: a5-2- 241- FAX#: [phone]
1.27 Cardinal Drive Extension, Wilmington, N.C. 2& DS-3845 Telephone [phone] Tnx [phone]
An Equal Opportunity Atilrntative Action Employer

Russell, Janet
From: Dave G ([e-mail])
Sent: Thursday, October 01, 2009 10:37 AM
To: Russell, Janet
Cc: [e-mail]
Subject: Re: Fort Macon Coast Guard Scoping Meeting
Hey Janet,
That meeing will work good for us.
Thanks
Dave Gambardella
On Thu, Oct 1, 2009 at 8:49 AM, Russell, Janet <ianct.russellnncdenr.gou> wrote:
Dave:
The Express Stormwater Scope Meeting for the Fort Macon Coast Guard Station has been scheduled with Linda Lewis
on October 20 (Tuesday) at 10:30 AM here in the Wilmington Regional Office. Kelly Johnson has agreed to sit in on
the meeting.
Please respond to this email to confirm and reserve the meeting date / time.
Thanks,
Janet

n0d 0 p5 S'cod t�
For DENR Use ONLY
North Carolina Department of Environment and Reviewer:
��r� Natural Resources Submit:
"D
W®EI�R E Request for Express Permit Review Time: o • aO
Confirm:
FILL-IN all the information below and CHECK the Permits) you are requesting for express review. FAX or Eman the completea Corm to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file} and vicinity map (same items expected in the application packarle
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson(rDncmail.net l O
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(@ncmail.net
• Mooresville & -Patrick Grogan 704-663-3772 or pa trick._qrog(D
anncmail.net ��� �
• Washington Region -Lyn Hardison 252-946-9215 or [e-mail]
• Wilmington Region -Janet Russel! 910.350-2004 orianet.russell(a)ncmail.net
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: UNITED STATES COAST GUARD- GROUP FORT MACON County; CARTERET
Applicant: DEREK A. D'ORAZIO Company: UNITED STATES COAST GUARD
Address: 1305 EAST FORT MACON RDCity: ATLANTIC BEACH, State: NC Zip: 28512-5663
Phone:[phone] Fax:: - - Email: @
Physical Location:2301 EAST FORT MACON RD, ATLANTIC BEACH, NC 28512
Project Drains into SA waters — Water classification HQW (tor classification see-http:llh2o.enr. state. nc.uslbimslreportstreportsWB.htmI
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? N , within'h mile and draining to class SA waters Y or within 1 mile
and draining to class HQW waters? Y
Engineericonsultant: RONALD D. CULLIPHER,PE Company: STROUD ENGINEERING PA
Address: 151A HIGHWAY 24 City: MOREHEAD CITY, State: NC Zip 28557-_ g d {'�
Phone: [phone] Fax::[phone] Email: RCULLIPHER@STROUDENGINEER,COM ( I
SECTION ONE-. REQUESTING A SCOPING MEETING ONLY [�J
JUL og2oo9
® Scoping Meeting ONLY [ADWQ,'❑ DCM, -❑ DLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING DWa
PF10J #
❑ 401 Unit ❑ Stream Odgin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Welland (-_-_—linear ft or _acres)
❑ Ripadan Buffer Authorization ❑ Minor Variance ❑ Major General Variance
❑ State Stormwater ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter _# Curb Outlet Swales ❑ Off -site [SW (Provide permit #)i
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density—Stormwater Wetlands _ # Treatment Systems❑ High Density -
Other _ # Treatment Systems / ❑ MODIFICATION: ElMajor ElMinor ❑ Revision SW (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Br'dges & 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))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both Scoping and express meeting request)
Wetlands on Site ❑ Yes ® No
Wetlands Delineation has been completed: ❑ Yes ® No
US ACOE Approval of Delineation completed: ❑ Yes ® No
Received from US ACOE ❑ Yes ® No
Fee Split for multiple permits: (Check#
Buffer Impacts: ® No ❑ YES: acre(s)
Isolated wetland on Property ❑ Yes ® No
404 Application in Process w/ US ACOE: ❑ Yes ❑ No Permit
For DENR use only
Total Fee Amount S
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401:
1
$
LQS
$
Stream Deter—
$
NCDENR EXPRESS September 2008

Brunswick /,,-ounyINI,,ister of Deeds: property Book 292, Page 464, /usrl /berod-ima... Page 1 of 2
Down load PDP Vi as P�F Zoom oui Zoom in
1 ° Fust fnsirumeni Instrument [ (1)) Book;292 Page:464st InstrumentPage Page [ (I) 1.:>]IMER: All legs nstrur=t page counts arc estimates. Be sure to check images after the es/weldtpage.••
http://rodinfo.brunsco.net/local-popup-group-view-image,ntk?s=oJgQoB W F4NYF4N2J47... 6/23/2009

Narrative
Stormwater Management Plan
United States Coast Guard Group Fort Macon
2301 East Fort Macon Rd
Atlantic Beach, NC 28512
Phone [phone]
June 30"', 2009
Owner:
United States Coast Guard
1240 East Ninth St.
Cleveland, OH 44199-2060
Engineer: Stroud Engineering, P.A.
151-A Hwy 24
Morehead City, NC 28557
[phone]
1. General Information
a. Name:
United States Coast Guard- Group Fort Macon
b. Address:
2301 East Fort Macon Rd, Atlantic Beach, NC 2816
c. Acreage in Tract:
17.584 acres
d. Disturbed Acreage:
.06 acres
e. Wetlands Acreage:
No wetlands onsite
1'. Ownership Information
The owner is the Unites States Coast Guard
g. Development Proposal
The United States Coast Guard Group Fort Macon would like modify their existing stormwater
permit # SW8 040405 issued on December 4 h, 2004 to replace an existing trailer and gravel onsite
with a 40x60 metal building and replace the foundation on an armory building.
They would also like to assign additional BUA in Drainage area 1 to the existing stormwater
storage pond/ infiltration area. The additional BUA will not necessitate a larger BMP since the existing
BMP is designed to store well in excess of the proposed impervious surfaces.
PIN # 639500629603000
h. Pre 1988 BUA
The Coast Guard Station was built in 1965 with a pre 1988 BUA of approximately 300,000 square
feet of impervious surfaces.
i. Phasing of Project:
No phasing is associated with project E C E fl V E
j. Proposed wastewater and water supply.
Wastewater is treated by an on -site septic system. JUL Q S 2009
Water supply from the Town of Atlantic Beach.
17WQ
PAOJ # �1 _

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Reason: Insufficient dis pace for this job
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k. Historic Sites
There are no known historic sites on the parcel.
1. Non -Compliance
No known non-compliance issues.
II. Stormwater Information
a. Project is located in the White Oak River Basin on Bogue Sound. The water classification is SA, HQW and
the stream index number is 20-36-(8.5).
b. The stormwater design is high density.
c. The proposed total impervious area is 48.8%
d, Stormwater runoff in Drainage Area I is proposed to be treated by the use of existing storage basin/ and
infiltration.: Runoff from Drainage Area 2 is proposed to be treated by sheet flow
e. 95,824 square feet of BUA will be collected
f. The project has the 30 CAMA Huffer.
g. No development is proposed within the 75' Area of Environmental Concern
h. There is no off site runoff coming onto the site or into the proposed BMP
i. Road construction access across other property is not necessary to access this project.
j. No Soils report attached
III. Design Assumptions
I. Design storm is ten years.
2. The rational method was used for the design.
IV. Coastal Stormwater Regulations
The North Carolina Division of Environmental Management implemented new coastal stormwater regulations
in coastal counties on October 1", 2008. These regulations are detailed in Session Law 2008-211 Senate Bill
1967 section 2.(b). These rules allow for a development to be considered under various options. This project is
submitted for approval consideration under section 2.(b)(1)b for high density development.

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9 2009
PROD # DW4

NC DENR - Diviso n of Water Quality
Surface Water otection Section
127 Cardinal rive Extension
Wilminqto , NC 28405
Mr. ja/Hunter
Olde PC orHearthside Builders& Developers, Inc.
P.O. B6
WilmiC 28408

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DECEUVE
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N d§ Z 7 • yH(E, OF A
a

Monthly Page
Weeks 23-27
Janet Russell
June 2009
Days 152-181
Mon.
Tue.
Wed.
Thu.
Fri.
1
2
3
4
5
8
9
10
11
12
15
16
17
18
19
22
23
24
25
26
29
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Oracle Printed for Janet Russell (Jun. t 0, 2009 uQ 4:04 pm) page t

Atlantic beach, N Carolina to E Fort Macon Rd/NC-58 - Googfe Maps Page l of l
n
Goode maps
Driving directions to E Fort Macon Rd/NC-58
3.4 mi — about 6 mins
(q� Atlantic Beach, N Carolina [I
1. Head east on E Fort Macon Rd/NC-58 toward Bogue Sound Or W 3.4 mi
Destination will be on the left
(g� E Fort Macon Rd/NC-58 ( ]
These directions are for planning purposes only. You may find that construction projects, traffic, weather, or other events may cause
conditions to differ from the map results, and you should plan your route accordingly. You must obey all signs or notices regarding your
route.
Map data ®2009 , Tele Atlas
npECEIIIED
n JUL 0 9 2009
PROJ # DWq
http://niaps.google.coin/maps?hl=en&tab=nl 7/8/2009

Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

Russell, Janet
From: David Gambardella[[e-mail]]
Sent: Monday, July 13, 2009 9:33 AM
To: Russell, Janet
Subject: RE: US Coast Guard Station @ Fort Macon
Hi Janet,
I hope you had a good weekend. We will be available for the meeting at 10 AM July 21st. Would you guys prefer to have
a Coast Guard rep at the scoping meeting?
Thank you
Dave Gambardella
Stroud Engineering PA
151A Hwy 24 Morehead City NC 28557
[phone]
[phone] fax
(252) 725-4 769 cell
dgambardellaPgtroudengineer. com
From: Russell, Janet[mailto:[e-mail]]
Sent: Friday, July 10, 2009 5:07 PM
To: ron cullipher; David Gambardella
Subject: US Coast Guard Station @ Fort Macon
July 10, 2009
Gentlemen:
The Express Stormwater Scope Meeting has been scheduled with Christine Nelson on July 21, 2009 at 10.00 AM here in
the Wilmington Regional Office. We have 2 reviewers on vacation the week of the 13th and were not able to schedule a
meeting for you next week as you had requested. We apologize for that.
Please respond to this email to reserve and confirm that you are available on the 21s' to meet about this groiect.
Thanks,
Janet
Janet M. Russell
Express Coordinator
910 796-7421
NOTE: change in email address: [e-mail]

L Ja
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
March 30, 2009
CDR Derek A. D'Orazio
USCG Sector North Carolina
2301 East Fort Macon Road
Atlantic Beach, NC 28512-5633
Division of Water Quality
Coleen H. Sullins
Director
Subject: Site Visit for Technical Assistance
Project Name: SW8 040405, USCG Fort Macon
Location/County: Carteret County
Dear CDR D'Orazio:
Dee Freeman
Secretary
Since visiting Fort Macon on March 17th, I have discussed this facility's options for adding built
upon area (BUA) with other Division staff, including the original permit writer. The reason your
facility was issued a permit (SW8 040405) for only a portion of the site is because the test of the
site was built before stormwater regulations were in effect in North Carolina (before 1988). The
permit therefore only addressed the area that was adding impervious surface, and did not
address the pre-1988 portion of your site. Any impervious area added after 1988 needs to be
covered in a State Stormwater permit.
The intent of the site visit was to discuss rebuilding a structure washed off its foundation by a
hurricane, and I understand that there is also a desire to build an armory. Any other projects
that have added BUA since 1988 and are not covered in a State Stormwater permit must be
addressed in the permit modification. We discussed that there may have been projects that
created impervious area at the facility that are not covered in the permit. Technically, any
impervious areas that have been constructed at your facility since 1988 and are not covered
under a State Stormwater permit are in violation. The Division will seek to bring any non-
compliant areas of your facility into compliance, but will work with you to do so through the
permit modification process.
Unfortunately, your options will be more limited than i had originally thought. The
redevelopment exclusion offered under the 2008 Coastal Rule (SL 2008-211), is not available to
this site because only sites developed prior to 1988 and which do not currently hold a State
Stormwater permit can apply for the redevelopment exclusion. Because your project currently
holds a State Stormwater permit, it will require either a minor or major modification under the
2008 Coastal Rule.
A major modification will be required if there is a net increase in permitted BUA (over 92,701 ft2)
at your facility or if the existing stormwater best management practices (BMPs) have to be
increased in size to accommodate the additional runoff resulting from adding BUA. Major
modifications for high density projects draining to SA waters must control and treat a volume
equal to the difference in the pre and post 1-year, 24-hour storm.
Wilmington Regional Office .
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterqualiry.org
NorthCarolina
Aaturallff
An Equal Opportunity 1 Atfirmalive Aclicn Employer

S W 8 040405
March 30, 2009
A minor modification will be required if there is no net increase in BUA or if the current BMPs
are already of sufficient size that they can accommodate the additional runoff without increasing
in size. Minor modifications are excluded from complying with the requirements in the 2008
Coastal Rule (such as the greater volume that must be treated for shellfish (SA) waters). Minor
modifications are permitted under the rule that the existing permit was originally written under (in
this case the 1995 Coastal Rule). For projects within'/ mile of SA waters, the 1995 Coastal
Rule requires control and treatment of the volume resulting from the 1.5" storm via infiltration.
In order to understand whether or not your existing BMPs will have to increase in size, please
consider the following guidance:
1.) If there is available capacity in the existing BMPs, and you are able to transport the volume
associated with the proposed, additional BUA to the existing BMPs then you can use them
for treating the new BUA by raising the storage elevation. If there is available capacity in
the BMPs to accommodate the new volume, then you can use the existing BMPs without
having to upgrade them to the 2007 BMP manual design standards. (Your BMPs are
unique, but are largely based on the 1995 BMP manual.) You also have to consider the
existing grades of the land between the proposed and already permitted portions of the
site. And, runoff from pre-1988 areas that can't help but drain to the existing BMPs will
have to also be collected and accounted for in the design of the BMP.
2.) If you cannot get the new BUA's runoff to the existing BMPs, then you will have to use an
alternate BMP. As before, if the pre-1988 BUA runoff cannot help but drain to the new
BMP, then it has to be accounted for in the new BMP design.
3.) If you can get the runoff to the existing BMP, but do not have the capacity to treat the "new"
additional runoff volume in the existing BMP, then you can choose to redesign the BMPs to
the 2007 BMP manual standards and regrade the BMPs to treat the "new" runoff in the area
where the existing BMP is located. This option will also require any runoff from the pre-
1988 area draining to the BMP to be collected and accounted for.
Major modifications, which are made under the 2008 Coastal Rule, have additional
requirements:
1.) Projects within '/z mile of and draining to SA waters, such as your facility, must not create
new points of stormwater discharge. Section 2(b)(1)(c) outlines three options to use in
order to show that the project does not create a new point of discharge. Please read the
exact text, but in general you can choose to infiltrate the design storm (the 1yr24hr
storm), provide diffuse flow at a non -erosive velocity to a natural area that can provide
effective infiltration, or you can create a secondary BMP for the discharge from a wet
pond.
2.) Runoff volume in excess of the design storm must flow through a 50-foot vegetated filter.
[See Section (2)(b)(1)(b)(4) for specific design criteria].
3.) New development must provide a 50 foot wide buffer measured from the normal pool of
impoundments, the banks of streams and rivers and the mean high water line of tidal
waters). See Section (2)(b)(1)(b)(5)].
4.) If your project will discharge to wetlands, the velocity into and through those wetlands
must be non -erosive (meaning at 2 fps or less). However, I do not believe you will
discharge to wetlands. [See Section (2)(b)(1)(b)(2)].
As we discussed, the term "net increase in BUA" allows for the use of permeable pavement. A
percentage of the permeable pavement surface area can be counted as grassed area. The
exact percentage is dependent on the design of the pavement (desigris with a deeper gravel
base get more credit). The permeable pavement design requirements are described in Chapter
14 of the NC BMP Manual available at, http:llh2o.enr.state.nc.us/su/bmp_forms.htm. Please
Page 2 of 3

SwS O40405
March 30, 2009
A minor modification will be required if there is no net increase in BUA or if the current BMPs
are already of sufficient size that they can accommodate the additional runoff without increasing
in size. Minor modifications are excluded from complying with the requirements in the 2008
Coastal Rule (such as the greater volume that must be treated for shellfish (SA) waters). Minor
modifications are permitted under the rule that the existing permit was originally written under (in
this case the 1995 Coastal Rule). For projects within '/z mile of SA waters, the 1995 Coastal
Rule requires control and treatment of the volume resulting from the 1.5" storm via infiltration.
In order to understand whether or not your existing BMPs will have to increase in size, please
consider the following guidance:
1.) If there is available capacity in the existing BMPs, and you are able to transport the volume
associated with the proposed, additional BUA to the existing BMPs then you can use them
for treating the new BUA by raising the storage elevation. If there is available capacity in
the BMPs to accommodate the new volume, then you can use the existing BMPs without
having to upgrade them to the 2007 BMP manual design standards. (Your BMPs are
unique, but are largely based on the 1995 BMP manual.) You also have to consider the
existing grades of the land between the proposed and already permitted portions of the
site. And, runoff from pre-1988 areas that can't help but drain to the existing BMPs will
have to also be collected and accounted for in the design of the BMP.
2.) If you cannot get the new BUA's runoff to the existing BMPs, then you will have to use an
alternate BMP. As before, if the pre-1988 BUA runoff cannot help but drain to the new
BMP, then it has to be accounted for in the new BMP design.
3.) If you can get the runoff to the existing BMP, but do not have the capacity to treat the "new"
additional runoff volume in the existing BMP, then you can choose to redesign the BMPs to
the 2007 BMP manual standards and regrade the BMPs to treat the "new" runoff in the area
where the existing BMP is located. This option will also require any runoff from the pre-
1988 area draining to the BMP to be collected and accounted for.
Major modifications, which are made under the 2008 Coastal Rule, have additional
requirements;
1.) Projects within'/2 mile of and draining to SA waters, such as your facility, must not create
new points of stormwater discharge. Section 2(b)(1)(c) outlines three options to use in
order to show that the project does not create a new point of discharge. Please read the
exact text, but in general you can choose to infiltrate the design storm (the 1 yr24hr
storm), provide diffuse flow at a non -erosive velocity to a natural area that can provide
effective infiltration, or you can create a secondary BMP for the discharge from a wet
pond.
2.) Runoff volume in excess of the design storm must flow through a 50-foot vegetated filter.
(See Section (2)(b)(1)(b)(4) for specific design criteria].
3.) New development must provide a 50 foot wide buffer measured from the normal pool of
impoundments, the banks of streams and rivers and the mean high water line of tidal
waters). See Section (2)(b)(1)(b)(5)].
4.) If your project will discharge to wetlands, the velocity into and through those wetlands
must be non -erosive (meaning at 2 fps or less). However, I do not believe you will
discharge to wetlands. {See Section (2)(b)(1)(b)(2)).
As we discussed, the term "net increase in BUA" allows for the use of permeable pavement. A
percentage of the permeable pavement surface area can be counted as grassed area. The
exact percentage is dependent on the design of the pavement (designs with a deeper gravel
base get more credit). The permeable pavement design requirements are described in Chapter
14 of the NC BMP Manual available at, http://h2o.enr.state.nc.us/su/bmp_forms.htm. Please
Page 2 of 3

S W 8 040405
March 30, 2009
note the footnote in Table 18-1, which specifies that 'h of the allowed credit will be given for
projects that drain to SA waters.
To summarize:
1.) If there is a "net increase in BUA" from what is currently permitted when considering all
post-1988 projects at your facility (past and current), you will have a major modification
under the 2008 rule.
2.) If your existing BMPs must increase in size, then you will have a major modification
under the 2008 rule.
3.) If there is no "net increase in BUA" and your BMPs are already large enough to handle
the water from the additional BUA, then you will have a minor modification under the
1995 rule.
4.) The redevelopment exclusion we discussed, "activities that result in no net increase in
built upon area and provide stormwater control equal to the previous development"
which is in Section (2)(d)(3) does not apply because your facility has an existing permit.
Please be advised that there were some questions as to whether the permitted storage and
pump system was installed per the permit. Please ensure that the existing BMPs are installed
and are functioning per the existing permit requirements. The permitted BMPs must be in
compliance with their permit before the permit will be modified.
If you or your engineers have questions about the rule requirements or the stormwater
permitting process please have them contact me at this address or 910.796.7345,
Sincer ly,
John n
Environmental Engineer
GDSIKPJ: S:\WQS\STORMWATER\LETTERS\2009\040405—Site Visit.mar09
cc: Mr. Sammy Hughes, USCG
Mr. Mark Lamb, USCG
C-Gv/-/- O` =
Page 3 of 3

�oPc S 25--
STATE OF NORTH CAROLINA
1
Department of Environment and Natural Resources
Regional Office
FILE ACCESS RECORD
SECTION Ol A 2 DATE/TWE "? _Zt-dI 10:2d AtA
NAMEDe
_S_,-- _ REPRESENTING So C-�nct .
Guidelines for Access: The staff of the Regional Office is dedicated to making public
records in our custody readily available to the public for re view and copying.. We also have
the responsibility to the -public. ig safeguard these records and to carry out .our day-to-day.
program obligations. Please read carefully the following before signing the form.
1. Due to the large public. demand for file access, we request that you call at least a
day in advance to schedule an appointment for file review so you can be
accommodated. Ap�ointrnents are scheduled between 9:00 a.m.' and 3:00 a.m.
.Viewing time ends at '45 p.m. Anyone arriving without an appointment may
view.the filets to the extent that time and staff supervision are•aysilable.
2. ., .You must. specify files you want to review by facility name or incide" number; as
ap,propriate..The number of files that you '"rrmay review at o'ne appointment will be ,
limited to five
3: You may make copies of,a:file when the copier is not in use by the staff and if
time permits. CosLper copy is 2.5 cents for ALL copies if you make more than
25 coLies -- there is nb cl_ arpe_for 25-or_less copies. Payment is to be made by
check, money order, or cash in the administrative offices.
4. Files must be kept in the.order you received.them. Files may not be taken from
the office. No briefcases, large totes.. etc. are permitted in the file review area
To remove, alter; deface, mutilate, or destroy material in public fifes is a
misdemeanor for which you can, be fined up to $500.00. .
5. In°_acrn,'ci nr ,.:a� th GS 25-3-512, a $2S.00 prccessir�g fee will be chaig r
collected for checks cin which payment has' been refused.
6. The customer must present a photo 10, sign -in, and receive a visitor sticker prior
to reviewing files.
FACILITY NAME COUNTY
z. -3.
fo
Signature/Name of Firm or Business Date Time in Time Out
Please attach business card to form if av dable

TRANSMISSION VERIFICATION REPORT
TIME 07/07/2009 08:43
NAME NCDENR
FAX : [phone]
TEL [phone]
DATE,TIME
07/07 08:38
FAX NO./NAME
912522474098
DURATION
00:04:23
PAGE(S)
12
RESULT
OK
MODE
STANDARD
ECM
State of North Carolina
Degmrtment of Environment and Natural Rraourees
wamington Regional Oflme
$evegl Fxvea Per&p, Governor FAX COVER SHEET Dee Frew=, Secretary
Date: No. Pages (excl. cover):
To:_7,7 From: 3,4 fiasraer
Co: d fJ Phone: M0) 796rM-6
Fax: /' — , 7 � Fax:. &10) 350-2004 - - -
Re:
177 Cardinal Thive Extension, Wilmin&a, NC 29405 a [phone] • An Equal Opportunity Affmnative Action Employer

State of North Carolina
j ! Department of Environment and Natural Resources
Wilmington Regional Of'fiee
Beverly Ewes Perdue, Governor FAX COVER SHEET
Date: -�7 , ;7 J4!�) 9
To:
Co:
Fax: ! �7isz — 277
—y U
Re:
Dee Freeman, Secretary
No. Pages (excl. cover):
From: Jo Casmer
Phone: [phone]
Fax: [phone]
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

TRANSMISSION VERIFICATION REPORT
TIME 07/07/2009 07:33
NAME NCDENR
FAX [phone]
TEL [phone]
DATE,TIME
07/07 07:30
FAX NO./NAME
912522474099
DURATION
00:03:31
PAGE(S)
11
RESULT
OK
MODE
STANDARD
ECM
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Nice
Beverly Eaves Perdue, Governor . FAX COVER SHEET lace Freeman, Secretary
]date:
/ �� No. Pages ("cl- cover):
To: /rl�J''���%/�' From: Jo Casmear
Co: �d _ Phone: [phone]
Fax: Fax: a] Q) 3 50-2004
T
Gorrec -vl' ..
Wow
"'Je/'-

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Beverly Eaves Perdue, Governor FAX COVER SHEET Dee Freeman, Secretary
Date. / / No. Pages (excl. cover):
To: �� %�/n��/�tFrom: Jo Casmer
Co: Phone: [phone]
Fax: l ZSz — A? Y -7 Fax: (9 ]-0) 350-2004
Re: !%SG4 �/ f" /�.¢Cyw> �j Gy�' O`!<Df<D•�
r /4 o er e .w .s is
�SSVrS A/i` i 5 rd 'ct �— SeC �o�
�Xt /Y JD/f 0,5,0 A/ .5 .3 'Z 4 "g % L P Axe / ez 1�i c.lr e,
5✓.9 -1--.5 '70, Vo v e-
i
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

[.;wd: [Fwd: [Fwd: FT Macon Armory Site Plan]]]
Subject: [Fwd: [Fwd: [Fwd: FT Macon Armory Site Plan]]]
From: Kelly Johnson <[e-mail]>
Date: Thu, 26 Feb 2009 13:46:50 -0500
To: [e-mail]
CC: Rick Shiver <[e-mail]>, Georgette Scott <[e-mail]>
Mr. Lamb,
I have received your request to establish an armory at USCG Sector North Carolina.
The existing high density permit for this facility, SW8 040405, was issued on
December 8, 2004 and lists a drainage area of 223,027 sq-ft including 92,701 sq-ft
of impervious area. The impervious area included 19,276 sq-ft of buildings, 28,200
sq-ft of streets, 35,983 sq-ft of parking, 8,528 sq-ft of sidewalks, and 714 sq-ft
of "other" built upon area (BUA). Water is treated in an infiltration basin before
it discharges into the Bogue Sound, which is classified as shellfish waters (SA
waters). It is my understanding that the proposed armory would add 296 sq-ft of
impervious area for a total of 92,997 sq-ft of impervious area. I also understand
there were some challenges in directing the water to the infiltration basin when
the original permit was issued, and that it may be difficult to direct the water
resulting from adding the armory to the existing infiltration basin.
The current permit was issued under the 1995 version of 15A NCAC 2H .1000. This
rule was modified in 2008 under SL2008-211. The items covered by your existing
permit will continue to be permitted under the 1995 rule. However, new impervious
areas will be covered by the 2008 version of the rule. I have attached a copy of
this rule for your review. The 2008 rule sets or increases several new
requirements. First, the required design storm has increased. Projects draining to
SA waters must collect and treat either the volume resulting from the 1.5" storm or
the volume difference between the lyr24hr storm's pre and post conditions;
whichever is greater. Your engineer will be able to direct the water resulting from
the Armory to the basin, and if so, he/she can determine if the existing basin is
large enough to contain the additional volume. There are other new requirements,
but I do not have enough information to determine whether or not they will cause
any reason for concern. For instance vegetated buffers are now required (30ft for
redevelopment), if the site discharges to wetlands it must do so non-erosively (the
velocity must be less than or equal to 2 ft/sec), projects draining to SA waters
must demonstrate that there will be no direct point of discharge to SA water [see
Section 2(b)(1)(c)), and there is now a requirement that the bottoms of
infiltration basins need to have 2ft of clearance from the seasonal high water
table (SHWT).
Please have your engineer review the 2008 Coastal Rule, propose a design, and
submit an application. If the engineer has questions during the design process,
please have him or her contact me.
Kelly
Kelly Johnson
Environmental Engineer
NC Department of Environment and Natural Resources
Surface water Protection Section
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Office: 910.796.7345
Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina
Public Records Law and may be disclosed to third parties.
l of 3 2/26/2009 1:47 PM

[Fwd: [Fwd: [Fwd: FT Macon Armory Site Plan]]]
Subject: [Fwd: [Fwd: FT Macon Armory Site Plan]]
From: Georgette Scott <Georgette.Scott cr ncmai1.net>
Date: Thu, 26 Feb 2009 10:39:32 -0500
To: Kelly Johnson <[e-mail]>
Kelly,
Can you address this email today?
Georgette
"E-mail correspondence to and from this address may be subject to the North
Carolina Public Records Law and may be disclosed to third parties."
Subject: [Fwd: FT Macon Armory Site Plan]
From: Rick Shiver <[e-mail]>
Date: Mon, 23 Feb 2009 10:39:41 -0500
To: Georgette Scott <Georgette.Scott@ncmai].net>
Georgette,
Please help me out with this request. I remember that the initial permit posed
real challenges for us. I guess the question we need to answer is whether the
addition of an armory (an addition of 296 square feet) is feasible under the
existing permit and if not what are the options available to the Coast Guard. This
is a medium priority and please get back with me when you have an answer. Thanks,
Rick
Rick Shiver
Regional Supervisor
Surface Water Protection Section
Wilmington Region
910.796.7386 office
910.350.2004 fax
E-mail correspondence to and from this address may be subject to the North Carolina
Public Records Law and may be disclosed to third parties.
Subject: FT Macon Armory Site Plan
From: "Lamb, Mark" <[e-mail]>
Date: Thu, 19 Feb 2009 10:07:53 -0600
To: <[e-mail]>
Rick
Here is the Site Plan for the proposed project to establish an armory at the
USCG Sector North Carolina, Atlantic Beach facility. Thank you for your
input. Please let me know if you have any questions or if you require any
additional information. The existing storm water permit at the facility is
SW8 040405.
v/r
2 of 3 2/26/2009 1:47 PM

[Fwd: [Fwd: [Fwd: FT Macon Armory Site Plan]]]
Mark A. Lamb, CHMM
Environmental Specialist
U.S. Coast Guard, CEU Cleveland (ER)
1240 East Ninth Street, Room 2179
Cleveland, OH' 44199-2060
216.902.6304 phone
216.902.6277 fax
[e-mail]
Georgette Scott <Georgette.Scott a,ncmail.net>
WIRO State Stormwater Program Supervisor
Surface Water Protection
T Division of Water Qualilty
0000_Regulations_2008 Coastal Rule.doc Content -Type: applicat] on/msword
Content -Encoding: base64
Fwd: Fwd: FT Macon Armor eml Content -Type: message/rfc822
< < y Site Plan ��� j Content -Encoding: 7bit
[Fwd: FT Macon Armory Site Planl.eml Content -Type: messagelrfc822
Content -Encoding: 7bit
FT Macon Armory Site Plan! Content -Type: message/rfc822
Content -Encoding: 7bit
Content -Type: application/pdf
Site Plan.pdf
Content -Encoding: base64
3 of 3 2/26/2009 1:47 PM

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2of3

State Stormwater Management Systems
Permit No. SW8 040405
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Andrew P. Kimos, United States Coast Guard
Fort Macon ANT Building
Carteret County
FOR THE
construction, operation and maintenance of an infiltration area with a separate storage
facility, in compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to
as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until December 8, 2014, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 92,701 square feet of
impervious area.
3. All overflows from the basin must pass through a minimum 50' long vegetated
filter.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 040405
6. Runoff is directed into a lined storage area where it is pumped into a series of
interconnected 2" slotted piping located under the
sand volleyball courts. The
following design criteria have been provided in
the infiltration area and storage
facility and must be maintained at design condition:
a. Drainage Area, acres:
5.12
Offsite, ft :
223,027
Offsite, ft2:
0
b. Total Impervious Surfaces, ft2:
92,701
C. Design Storm, inches: '
1.5"
d. Storage Basin Depth, feet:
1.0
e. Storage Basin Bottom Elevation, FMSL:
3.0
f. Storage Basin Bottom Surface Area, ft2:
16,373
g. Bypass Weir Elevation, FMSL:
4
h. Permitted Storage Volume, ft3:
17,299
i. Infiltration Area at volleyball court, ft2:
1,950
j. Loading rate from pump:
175 gpm
k. Type of Soil:
Fine to Medium Sand
I. Expected Infiltration Rate, inlhr:
20
M. Seasonal High Water Table, FMSL:
4.7
n. Time to Draw Down, hours:
9.6
o. Receiving Stream/River Basin:
Bogue Sound 1 White Oak
P. Stream Index Number:
WOK03 20-36-(8.5)
q. Classification of Water Body:
"SA"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its .intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
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. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 040405
4. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
5. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities for inspection and maintenance shall be
provided at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 040405
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 8th day of December 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
�—� CK �� S�J-► T
Alan W. Klimek, P.E., Director
1-0 Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

U.S. Department Of Commanding Officer .1240 East Ninth Street
Homeland Security ' r.. United States Coast Guard Room 2179
®� Civil Engineering Unit Cleveland Cleveland, OH 44199-2060
United States Staff Symbol: DB
Phone: [phone]
Coast Guard Fax: [phone]
Email: Glodge(@.CEUCleveland.uscg.mil
11000
PIN 05-003163
JUL 14 2005
North Carolina Department of Environment
and Natural Resources
Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405-2845
Attn: Mr. Ed Beck
Dear Sir:
RE:EI.ED
JU005
BY:
As per the phoncon on July 8ih, 2005 with Mr. Peter Pupparo and Mr. Gregory Lodge of my
staff, enclosed are the drawings associated with a modification to a project in which the Coast
Guard constructed a stormwater treatment system at Base Fort Macon in Atlantic Beach, North
Carolina that was permitted by the State of North Carolina Division of Water Quality in 2004.
The drawings show two separate "system" additions to alleviate flooding both on Coast Guard
property, as well as North Carolina State Park property during storm events that exceed 10-year
rainfall amounts. The first addition is an infiltration pump control system that will shut-off the
lift station pumps from the wet pond to the infiltration area during a storm event once the water
table has reached a designed level. This will prevent the overloading of the infiltration area and
the subsequent flooding that occurs on Coast Guard property. The second addition is the
installation of a "rock sink" that will collect an additional quantity of water from the stormwater
treatment system spillway during a storm event prior to reaching property owned by the North
Carolina State Park system. This "rock sink" will only be utilized in storm events exceeding a
10-year storm.
Please review the enclosed drawings and provide the Coast Guard any comments or questions
that you may have in writing so that the Coast Guard can proceed as quickly as possible with
these modifications.
Thank you for your cooperation, and we look forward to working with you in the future.
Sincereiy,
S
'�
A. . K:TN10�
Commander, U.S. Coast Guard
Commanding Officer
Enclosure: ( 1) CG Drawings 7003-D, Sheets 1 -- 2 of 2

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D `C
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
FAX COVER SHEET
Date: November 20, 2004
To: Tim Reid, P.E.
No. of Pages: 1
From: Linda Lewis
Alan W. Klimek, P.E. Director
Division of Water Quality
Company: Moffatt & Nichol Water Quality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 040405
Project Name: Ft. Macon Coast Guard Station ANT Building
MESSAGE:
Tim:
I have no record of receiving anything from you in regard to my fax dated October 8,
2004. It requested that the vegetated filter area be designated on the plans and a
separate detail be provided on the plans for the required 50' vegetated filter. Attached to
the fax was an example detail.
If you have submitted revised plans, they were either lost or misplaced. Please resubmit
whatever information you have to comply with this request. Thanks.
Linda
RSSlarl: S:IWQSISTORMWATIADDINFO\20041040405.nov04
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1 -877 -623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper
One
NorthCarolina
Naturally

P. 1
Y COMMUNICATION RESULT REPORT ( NOV.20.2004 2:21PM )
I NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP)RESULT PAGE
------------------------------------------------------------------------ ------------------
23B MEMORY TX 919197814B69 -TTOK P. 1/1
_---------------------------------------
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
W A 7'���G
r
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
Michael F. Easley, Governor
. William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
FAX COVER SHEET
Alan W. Klimek, P.E. Director
Division of Water Quality
Date: November 20, 2004 No, of Pages: 1
To: Tim Reid, P.E. From: Linda Lewis
Company: Moffatt & Nichol Water Quality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 040405
Project Name: Ft. Macon Coast Guard Station ANT` Dullding
MESSAGE:
I have no record of receiving anything from you in regard to my fax dated October 8,
2004. It requested that the vegetated filter area be designated on the plans and a
separate detail be provided on'the plans for the recibired, 50' vegetated filter. Attached to
the fax was an example detail. `

OCT 8 — 2004
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1616 East Millbrook Road, Suite 160 Telephone: [phone]
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TO NORTH CAROLINA STATE GRID BASED ON NAD83. I
3. FOR ELECTRICAL PLAN, SEE SHEET S. +
4. ALL EXISTING UTILITY CONFLICTS WRH NEW CONSTRUCTION t 7
SHALL BE kWNTAINED UNLESS OTHERWISE NOTED. `� I
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�QF W ATERQ Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
C) Alan W. Klimek, P.E. Director
Division of Water Quality
FAX COVER SHEET
Date: October 8, 2004 No. of Pages: 2
To: ti Tim Reid, P.E. From: Linda Lewis
Company: Moffatt & Nichol Water Quality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 040405
Project Name: _Fort Macon ANT Building
MESSAGE:
rj
Tim: `
Fi
The Division received the previously requested information regarding the subject
project on July 21, 2004. It appears that all items have been addressed but one, and
that is the vegetated filter detail. The C1-7 detail on sheet C104 appears to be the same
detail as for the: infiltration area. I don't think you can use one detail for each of these
very different elements.
Vegetated filters should not be lined with anything, including stone, or a mechanical
draw down. The purpose of the 50' vegetated filter area is to provide a wide, flat,
grassed area where the runoff in excess of the design storm can flow across in sheet
flow, prior to being discharged into the receiving stream. I have attached a more
suitable detail for your use.
Please revise the plans to show a permittable 50' vegetated filter, per the attached
detail.
w
c
RSSlarl: S-.\WbSISTORMWATIADDINFO120041040405.oct04
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr,state.nc.us NOne I1C
ors to k) Ina
An Equal OpportunitylAHirmafove Action Employer— 50% Recycled110% Post Consumer Paper ;%atunillj/

P. 1
f COMMUNICATION RESULT REPORT ( OCT. 8.2004 12:03PM ) '�
„ TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE
- ------ — -------------------
360 !MEMORY TX C8=9197814869� L—OK-� P. 2/2
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
of wA Zt-
E--2) BUSY
E-4) NO FACSIMILE CONNECTION
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
p `C Alan W. Klimek, P.E. Director
Division of Water Quality
i FAX COVER SHEET
Date:
October 8, 2004
To:
Tim Reid, P.E.
Company:
Moffatt & Nichol
FAX #:
919-781-4869
No. of Pages: 2
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 040405
Project Name; Fort Macon ANT Building
MESSAGE:
Tim:
;P
The Division received the previously requested information regarding the subject
project on July 21, 2004. It appears that all items have been addressed but one, and
that is the vegetated filter detail. The C1-7 detail on sheet C104 appears to be the same
detail as for the infiltration area. I don't think you can use one detail for each of these
very different elements.
%/- - _I r.14 -. 1 . . . . .

Stormwater Treatment Narrative
Group Fort Macon is a United States Coast Guard facility and is located near the far
eastern tip of Bogue Banks Island in North Carolina. The installation is located on the
Bogue Sound side of Bogue Banks near Beaufort Inlet across from the mainland town of
Morehead City. The adjacent property (-385 acres) and waterfront is owned by the State
of North Carolina and serves as Fort Macon State Park. The construction of the existing
27-acre (inclusive of sound property) facility was started in 1924 after land was donated
to the U.S. Treasury Department. Significant improvements/additions have been
constructed over time during different periods including the late 1930's, the late 1940's,
the 1960's, the 1980's, and the 1990's as the Coast Guard's requirements and mission
changed. The typical tidal range is 3.1 feet based on the tide tables with a spring tide
range of 3.7 feet. All elevations provided in this report and on the drawings are
referenced to NGVD (National Geodetic Vertical Datum).
As for the existing stormwater system, overall, very little of the installation's current
impervious area stormwater is being treated. Most of the impervious area runoff is
drained directly to the Sound or to a single, undersized catch basin/pipe system that also
drains directly to the Sound with no treatment. Therefore, the construction of any
stormwater treatment facility is going to be beneficial to water quality. Reconstruction of
the existing drainage system was not included in the cost estimates since the entire
system is undersized and would need to be replaced. This would be a project separate
from the development of treatment systems to allow construction of the buildout
proposed in the Master Plan. Also, with development of the Master Plan the overall
impervious area percentage for. the entire facility will actually decrease from 46% to 43%
further improving water quality from the existing condition.
Based on discussions with NCCAMA and NCDWQ personnel and the results from a
preliminary study, a preferred alternative was investigated for stormwater treatment. The
finalized alternative consisted of the installation of a combination storage facility (dry
pond) behind the main building on campus and an infiltration system at the existing
volleyball court to treat 5.12 acres of the site (including the new ANT building area) at a
cost of $136,000. As designed, stormwater collects in the storage facility by gravity
drainage and is then pumped to the infiltration basin/field at a rate of —175 GPM (please
see the attached plans). The infiltration basin/field consists of numerous laterals which
will spread out the flow over an area of 30' by 65'. The infiltration basin/field will be
constructed of clean sands with an infiltration rate of at least 20 in/hr. The infiltration
basin/field has been oversized to allay any concerns about the seasonal high groundwater
table and the fact that it will treat 5.12 acres. At the end of each lateral a cleanout is
provided for maintenance, and a benchmark for sediment cleanout is also provided at the
storage facility. Once the benchmark elevation for sediment storage is reached in the
storage facility it should be cleaned out, and the lateral pipes should also be inspected and
sediment removed from them using the cleanouts provided. The sediment within the
infiltration basirdfield will be replaced once the Division of Water Quality determines
that the system is not functioning as designed. This will be easy to tell as the floodwater
will begin expressing itself once the system has clogged to an unacceptable level.

Overall, the construction of any stormwater treatment system will greatly improve water
quality near the installation. The combined storage/infiltration system will treat 5.12
acres of the site that before were not treated at all. The future development plans of the
installation will reduce the overall impervious areas percentage from 46% to 43%.
Bioretention areas can also be used near the new Engineering Building to further improve
stormwater quality at a later date once the designs have been completed. The installation
of these options will help meet the NCDWQ redevelopment criterion of treating
stormwater to the "maximum extent practicable" and should allow development of the
installation's Master Plan.

.. .... .. .. .. _�• _3—• =L.. ..� .1.��.. ..... ... ....... ..�.. �l.r�".r ..r.J. !._a�YS..—}._:�.H+�.uu...�. �. �....�...L.i.`.
A
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Energy 30'
Dissipator
o u r.1 (r.
Pining
I.1 ow
Spreader
Mechanism
* 5 far SA Ci.ass Waters
Width as required to provide
non —erosive flow
VEGETATED FILTER DETAII,
Receiving
Stream
PLAN SECTION A -A

hg�Q MOFFATT & NICHOL
July 20, 2004
NC Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn. Ms. Linda Lewis
RE: Stormwater Management Permit Application for
United States Coast Guard Group - Fort Macon, Carteret County
Stormwater Project No. SW8 040405
Dear Ms. Lewis;
The following items are attached for your files:
RECEIVED
JUL 21 2004
DWQ
PROD# SWc ?0¢04o5
Revised Drawings — Two full-size and two one-half sized revised drawings for Sheet DB/O 1.
Forms — Two copies of Page 2 of the Stormwater Management Permit revised per your direction.
Calculations — Two copies of the sealed calculations
Following are responses or clarifications to the questions or information requested in your letter dated June
28, 2004:
I. The note on Sheet DB/01 stating that no wetlands exist within the project limits has been enlarged.
2. Page 2 of the application form has been revised to show areas in Square feet. We also modified the
form to show the existing and proposed conditions since the existing conditions control the design
of the infiltration system.
3. The dry pond and all other disturbed areas were noted to be sodded with zoysia grass on Sheet CIO l.
Sheet DB/OI was revised to note this also.
4. The spillway / vegetated Filter will be sodded with zoysia grass. This was noted on Detail C1/7 on
Sheet C/04. Sheet DB/O1 was revised to note this also.
5. The "FUTURE" Aids to Navigation Building is now shown on sheet DB/01 along with square
footages of impervious area. The civil drawings remain unchanged since these will become As -
Built drawings after this project is completed.
6. All impervious areas are noted for each of the different classifications. Due to the irregular shapes
of the areas, the areas were hatched and impervious areas were noted for each area in square Feet. A
table of each classification of impervious area is shown on Sheet DB/O1.
7. The areas of "OTHER" consist of antenna foundations, lift stations, air conditioner or transformer
pads and other miscellaneous impervious areas. This area was a typographical area on the original
form and should have read 0.02 acres instead of0.2 acres.
8. The calculations have been sealed. Please note that the existing conditions are the worst case and
the system was designed to accommodate the existing conditions. The new conditions after the new
1616 East Millbrook Road, Suite 160, Raleigh, North Carolina 27609 [phone] Fax [phone]

July 20, 2004
Ms. Linda Lewis
Page 2
4�a
ANT Building is constructed and the old building has been demolished will result in less impervious
area.
Please note that the general layout and area classifications have been revised slightly and that the numbers
reflected have changed accordingly for the proposed conditions. Should you have any questions during your
review of these items, please contact me at 919-781-4626.
Sincerely,
MOFFATT & NICHOL
Tim Reid, P.E.
Project Engineer
cc: Greg Lodge (USCG)
SWPermit Revision FortMacon.ltr

OF WATER Michael F. Easley, Governor
= Q William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E.,Direc#or
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
June 28, 2004
Commander Andrew P. Kimos
United States Coast Guard -Group Fort Macon
1240 East Ninth Street
Cleveland, OH 44199-2060
Subject: Request for Additional Information
Stormwater Project No. SW8 040405
Fort Macon ANT Building & Stormwater Treatment System
Carteret County
Dear Cdr. Kimos:
The Wilmington Regional Office received a Stormwater Management Permit Application
for Fort Macon ANT Building & Stormwater Treatment System on April 2, 2004. A
preliminary review of that information has determined that the application is not
complete. The following information is needed to continue the stormwater review:
1. Please either delineate all wetlands within the project area, or note on the
plans that none exist.
2. Please report the existing and proposed built -upon areas in square feet on
the application.
3. Please specify the vegetation to be planted on the slopes of the dry
storage pond.
4. Please label the vegetated filer on the plans and provide a detail.
5. Please label and dimension the ANT Building on the plans, for which this
stormwater system 'is being required.
27 � �
6. Please dimension the building, parking and sidewalk area within the 5.12
�} acre drainage area.
7. Please identify the 0.2 acres of "Other" onsite drainage shown on the
application.
8. Please seal the design calculations.
r,.-.7
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional office Wilmington, NC 28405 [phone] Fax [phone] NDEN€t

Commander Kimos
June 28, 2004
Stormwater Application No. SW8 040405
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received by this Office prior to July 28,
2004, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
lf.you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
RSSlarl: S:1WQSlSTORMWATIADDINF0120041040405.jun04
cc: Tim Reid, P.E., Moffatt & Nichol
Linda Lewis
Page 2of2

r
of WATER Michael F. Easley, Governor
O� QG William G. Ross Jr., Secretary
SPA North Carolina Department of Environment and Natural Resources
Afars W. Klimek, P.E.,Director
p Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
June 28, 2004
Commander Andrew P. Kimos
United States Coast Guard -Group Fort Macon
1240 East Ninth Street
Cleveland, OH 44199-2060
Subject: Request for Additional Information
Stormwater Project No. SW8 040405
Fort Macon ANT Building & Stormwater Treatment System
Carteret County
Dear Cdr. Kimos:
The Wilmington Regional Office received a Stormwater Management Permit Application
for Fort Macon ANT Building & Stormwater Treatment System on April 2, 2004. A
preliminary review of that information has determined that the application is not
complete. The following information is needed to continue the stormwater review:
1. Please either delineate all wetlands within the project area, or note on the
plans that none exist.
2. Please report the existing and -proposed built -upon areas in square feet on
the application.
3. Please specify the vegetation to be planted on the slopes of the dry
storage pond.
4. Please label the vegetated filer on the plans and provide a detail.
5. Please label and dimension the ANT Building on the plans, for which this
stormwater system is being required.
1
6. Please dimension the building, parking and sidewalk area within the 5.12
acre drainage area.
7. Please identify the 0.2 acres of "Other" onsite drainage shown on the
application.
8. Please seal the design calculations.
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional office Wilmington, NC 28405 [phone] Fax [phone]
s
N6 l-R

I
i
Commander Kimos
June 28, 2004
Stormwater Application No. SW8.040405
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received by this Office prior to July 28,
2004, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If.you need additional time to submit the information, please mail or fax your request for
a time extension to'the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
RSS/arl: S:IWQSISTORMWATIADDINFO120041040405.jun04
cc: Tim Reid, P.E., Moffatt & Nichol
Linda Lewis
Paqe 2 of 2

1
September 19, 2002
Moffatt & Nichol Engineers
1616 East Millbrook Road, Suite 160
Raleigh, North Carolina 27609
Attention: Mr. Tim Reid, P.E.
Reference: Double Ring Infiltrometer Testing
Fort Macon Coast Guard Station
Atlantic Beach, North Carolina
Job No. 1063-02-345
Dear Mr. Reid:
As requested, S&ME personnel have recently conducted three double -ring
infiltrometer tests of the surficial soils at the subject site at the approximate locations shown in
Figure 1. Specifically, our representatives performed the following work items on September 16
and 17, 2002:
1. Advanced one hand-augered boring near each of the three
infiltrometer test locations in order to visually classify the in -
place soils. A Munsell Soil Color Chart as used to define the hue
and chroma of the recovered soil samples.
2. Conducted three double -ring infiltrometer tests at depths ranging
from about 5 to 22 inches below the existing ground surface.
This testing was conducted in general accordance with American
Society for Testing and Materials (ASTM) procedure D-3385
entitled, "Infiltration Rate of Soils in Field Using Double -Ring
Infiltrometer" .
The shallow depth to water (ranging from 27 to 37 inches below the existing ground
surface at the time of our field work) prevented our personnel from advancing the hand-augered
borings below a depth of 4 feet. Our representative+ noted that the soils encountered below a depth
of approximately 32 to 36 inches consisted of slightly silty sand with a trace of shells. However, the
soils encountered within the upper 32 to 36 inches included slightly silty sands, silty sands, and
clayey sands that appeared to occur intemlittently.
oZ
1Z1/"]
S&ME, Inc. [phone]
6409 Amsterdam Way, Building B- [phone] fax
Wilmington, NarYh Carolina 28405 �� su^a�.sw9�lroc.caryr

Boney Architects
September 19, 2002
Page Two
Because of the variability of the near -surface soils, our personnel conducted the
double -ring infiitrometer testing in order to deteinnine the infiltration rate of the following soils:
.. the slightly silty sands (test conducted at a depth of 5 inches at test
location 1).
the clayey sands (test conducted at a depth of 22 inches at test
location 2).
the slightly silty sands near the water table (test conducted at a
depth of 17 inches at test location 3).
The measured infiltration rates at test location I ranged from about 18 to 22 inches
per hour with an average infiltration rate of approximately 19 inches per hour. At test location 2,
the measured infiltration rates ranged from about 0.2 to 0.3 inch per hour with an average
in£i.ltration rate of approximately 0.3 inch per hour. The measured infiltration rates at test location 3
ranged from about 1.6 to 2.1 inches per hour with an average infiltration rate of approximately 1.7
inches per hour. Summaries of the field test results are presented in Tables 1 through 3.
S&ME appreciates the opportunity to provide our services during this phase of the
project. Should you have any questions after reviewing this letter, or if we can be of additional
assistance, please do not hesitate to contact us at your convenience.
Very truly yours,
S&ME, INC.
Steven D. Kelly�.E.
Branch Manager i
Michael W. Behen, P.E.
Senior Geotechnical Engineer
SDK:MWBIjns
Attachments Tca ,C rr>4 EL f3�H;
PLM5E N6T6- T;fgT r� A Sui3S�Ql�E� i 7'Ec.E co�rr�2��c-� W �� t15rr/'a'1r?(^EA T�
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jn1 f tip F16 LD .

TABLE I
Double Ring Infiltrometer Testing
Fort Macon Coast Guard Station
Atlantic Beach, North Carolina
Job No. 1063-02-345
Location: 1
Date of Test: September 17, 2002
Depth of Test Below Site Grade: 5 inches
Depth of Water in Rings: 73/4 inches
Inner Diameter of Inner Ring: 113/4 inches
Inner Diameter of Outer Ring: 22'/� inches
Depth to Groundwater: 37 inches
Average Infiltration Rate: 19.4 inches/hour
Soil Profile
Depth
Hue
Value/Chroma
Soil Description
0-10"
2.5Y
4/3
Olive Brown Fine to Medium SAND - Trace of Silt - a Few
Clay Lumps
10"-24"
2.5Y
4/2
Dark Grayish Brown Fine to Medium SAND - Trace of Silt
24"-36"
10YR
5/6
Yellowish Brown Fine to Medium SAND - Some Silt and
Shell Fragments
36"46"
2.5Y
6/2
Light Brownish Gray Fine to Medium SAND - Trace of Silt
and Shell Fragrnants

TABLE 2
Double Ring infiltrometer Testing
Fort Macon Coast Guard Station
Atlantic Beach, North Carolina
Job No. 1O63-02-345
Location: 2
Date of Test: September 17, 2002
Depth of Test Below Site Grade: 22 inches
Depth of Water in Rings: 8s/4 inches
Inner Diameter of Inner Ring: I I'K inches
Inner Diameter of Outer Ring: 221/z inches
Depth to Groundwater: 32 inches
Average Lifiltration Rate: 0.3 inch/hour
Soil Profile
Depth
Hue
Value/Chroma
Soil Description
0-24"
2.5Y
5/2
Grayish Brown Fine to Medium SAND - Trace of Silt and
Shell Fragments
24"-32"
2.5Y
4/4
Olive Brown Clayey Fine SAND
32"-48"
2.5Y
6/2
Light Brownish Gray Fine to Medium SAND - Trace of Silt
with Shell Fragments

TABLE 3
Double Ring %ifiltrometer Testing
Fort Macon Coast Guard Station
Atlantic Beach, North Carolina
Job No. 1063-02-345
Location: 3
Date of Test: September 16, 2002
Depth of Test Below Site Grade: 17 inches
Depth of Water in Rings: S'/z inches
Inner Diameter of Inner Ring: 11'/4 inches
Inner Diameter of Outer Ring: 221/z inches
Depth to Groundwater: 27 inches
Average Infiltration Rate: 1.7 inches/hour
Depth
Hue
Value/Chrorna
0-12".
2.5Y
4/2
12"-15"
2.5Y
2.5/1
15"-36"
2.5Y
3/1
36"-48"
2.5Y
4/1
Soil Profile
Soil Description
Dark Grayish Brown Fine to Medium SAND - a Little Silt
Black Fine SAND - a Little Silt/Clay with Trace of Organics
Very Dark Gray Fine to Me&irn SAND - a Little Silt
Dark Gray Fine to Medium SAND - Trace of Silt and Shell
Fragments

f,
o�oF WA7" RQ Michael F, Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
o < Alan W. Klimek, P.E.,Director
Division of Water Quality
May 8, 2003
Commander A.P. Kimos
US Coast Guard
1240 E. 9th Street
Cleveland, OH 44190-2060
Subject: Stormwater Permit
New ANT Building -Base Fort Macon
Stormwater Project No. SW8 921021
Carteret County
Dear Cdr. Kimos:
On April 2. 2003, the Division of Water Quality received a Memorandum of
Understanding (MOU) for review and signature, for the construction of a new ANT
Building at Base Fort Macon. During preliminary discussions, however, the Division was
not made aware that funding for the necessary stormwater management measures for
this redevelopment project had not been made available. Although the Division
understands that your command is pursuing the necessary funding, and pursuing it
vigorously, if we agree to the MOU, then there is only the assurance that construction of
the required stormwater control measures will proceed when (and IF, my emphasis)
funding is made available.
Unfortunately, the Division cannot agree to this MOU because it does not assure
the design and construction of the required stormwater management measures for this
proposed project. However, the Division would be more than happy to take this matter
up again when the funding is allocated for this project. Either Linda Lewis or I would be
more than happy to phone or write the folks who decide your funding and explain why'
stormwater management measures are required by North Carolina, and why it would
benefit water quality once in place.
Neither Linda nor I understand exactly what's done at this facility, but I have read
nothing that tells me that this proposed project is an essential component of homeland
security. If it is, then we need to talk again. If you have any questions, please do not
hesitate to call me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSSI:arl S:1WQSISTORMWATILETTERS1921021.may03
cc: Tim Reid, P.E.
Linda Lewis
Gregory Lodge
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone]
Wilmington Regional office Wilmington, NC 28405 [phone] Fax
Customer Service
1 800 623-7748
Wk
�Ci]Efvat

U.S. Department o/Aff
Homeland Securit
United States
Coast Guard
Commanding Officer
U.S. Coast Guard
Civil Engineering Unit
�ED
APR G ? 2.003
Y:
North Carolina Department of Environi
and Natural Resources
Division of Water Quality
WILMINGTON REGIONAL OFFICE
Linda Lewis
127 Cardinal Drive Extension
Wilmington, NC 28405-2845
Dear Madam:
1240 E. 9th Street
Cleveland, OH 44199-2060
Staff Symbol: DB
Phone: [phone]
Fax: [phone]
Email:
[e-mail]
11000
PIN 05-C7153
MAR 3 1 M
Enclosed is a Memorandum of Understanding (MOU) that will allow the United States Coast
Guard to construct a new 2900 square foot Aids to Navigation building in accordance with the
State of North Carolina Division of Water Quality stormwater management permit requirements
at Base Fort Macon, Atlantic Beach, North Carolina.
Please review and sign the MOU so that the design process can begin as quickly as possible.
If more information is needed or any help can be given to expedite the development of the MOU,
please contact Mr. Gregory Lodge at [phone].
Thank you for your cooperation, and we look forward to working with you in the future.
Sincerely,
A. P. KIMOS
Commanding Officer
U.S. Coast Guard
Enclosures: (1) Memorandum of Understanding
Copy: Commander, Fifth Coast Guard District (Aoan)
Commander, Coast Guard Group Fort Macon
Officer in Charge, Coast Guard Aids to Navigation Fort Macon

�► r
RECEIVED
APR 0 3 �2303
M1
BY:
11000
March 25, 2003
ORANDUM OF UNDERSTANDING
BETWEEN
UNITED STATES COAST GUARD
AND
NORTH CAROLINA DIVISION OF WATER QUALITY
REGARDING STORMWATER ISSUES
RELATED TO
U. S. COAST GUARD BASE FORT MACON
ATLANTIC BEACH, NORTH CAROLINA
1. PARTIES: The parties to this UNDERSTANDING are the United States Coast Guard
(USCG) and the State of North Carolina, Division of Water Quality (NCDWQ).
2. AUTHORITY: This UNDERSTANDING is authorized under the provisions of 14 U.S.C. SS
93(d), which authorizes the Coast Guard to cooperate with federal, state and private agencies.
3. PURPOSE: The purpose of this UNDERSTANDING is to set forth terms by which the
USCG will construct a new Aids to Navigation (ANT) building prior to the completion of
stormwater permit requirements set forth by the NCDWQ.
4. BACKGROUND: In a recent Stormwater Management Study (Attachment #1) conducted by
Moffatt & Nichol Engineers, they identified that the North Carolina Division of Water Quality
(NCDWQ) would agree to sign a Memorandum of Understanding (MOU) to allow the
construction of a new Aids to Navigation (ANT) building at the Coast Guard Base Fort Macon in
Atlantic Beach, North Carolina.
The current ANT building was constructed in 1938 as an equipment building and was converted
to an ANT building in 1977. In 2000, the Coast Guard began a design project to renovate the
existing ANT building, but this design was deferred for future funding. In 2002, the scope of
work was then changed to construct a new 2900 SF ANT building at another location on the base
that would alleviate the current flooding issues found at the existing building site. The NCDWQ
required that a stormwater management study be performed and ultimately a new stormwater
system be installed prior to the construction of the new ANT building.
During the study, Moffatt & Nichol Engineers met with the NCDWQ and identified that the
Coast Guard had an operational challenge complying with their requirements. Due to the future
stormwater system being located at the current ANT building site, the existing ANT building
would need to be demolished prior to the installation of the stormwater system. This would
displace the ANT crew and their equipment, which would be operationally unacceptable to the
Coast Guard. In the meeting with the agency, it was identified that a MOU would be acceptable
to the NCDWQ if certain provisions were made, which are discussed later.
The Coast Guard has created a Master Plan (Attachment #2) for Base Fort Macon, which is a
planning document that outlines future construction at the Base for the next 20 years. Although
the Coast Guard has no obligation to construct any of the identified facilities, nor the funding
obligated to do so, it is the most accurate planning document the Coast Guard has for the
recommended future development at Base Fort Macon. For the basis of this MOU, the Coast
Guard will utilize this Master Plan (dated April 2001) to identify the anticipated future
construction at the Base that will impact stormwater permit issues.
ENCLOSURE (4--()

74
c .7
L

i
11000
March 25, 2003
The items identified below are listed in no order of anticipated construction or importance to the
Coast Guard.
Future New Construction
ANT Fort Macon Building
Engineering Building
Consolidated Supply Facility
Piling/Outside Storage
Additional Parking
Approx. Square Footage
2,900 SF
10,200 SF
17,200 SF
12,675 SF
14,400 SF
The Coast Guard would like to point out that the existing ANT building (which includes the
future demolition of all impervious layers required to create space for the new ANT building)
has an almost identical footprint as the new ANT building (including new building and
pavement) to be constricted. Therefore, the overall increase to total impervious layer would be
minimal for the short period of time needed to construct the new stormwater system.
Also, the attached Stormwater Management Study (Attachment #1) provides the analysis that
determined the location of the fixture stormwater system. For the recommended location to be
used, the ANT personnel must occupy the existing ANT building during the construction of the
new ANT building, and the new stormwater system cannot be installed until the ANT personnel
are relocated to the new ANT building. Therefore the only feasible order of construction for this
scenario is: (1) construct new ANT building, (2) demolish existing ANT building, and (3) install
new stormwater system.
5. RESPONSIBILITIES:
The Coast Guard agrees to perform the following acts upon receipt of stormwater
management pen -nit approval:
a.) Construct new 2900 SF ANT building at Base Fort Macon in accordance with plans and
specification.
b.) Subject to the availability of funds, and upon completion of the new ANT building,
demolish existing ANT building which will provide the necessary space for construction of
the new stormwater system. The Coast Guard will work closely with the NCDWQ to
determine an acceptable time frame that will be agreeable to all parties involved.
c.) Subject to the availability of funds, design and construct a new stormwater system
following the completion of the new ANT building and demolition of the existing ANT
building. Again, the Coast Guard will work closely with the NCDWQ to determine an
acceptable time frame that will be agreeable to all parties involved.
d.) Discuss with the NCDWQ any changes to the Master Plan that may impact the
stormwater management permit.
e.) Update the NCDWQ on the progress of the construction projects identified above.

11000 0
March 25, 2003
The NCDWQ agrees to perform the following act:
a.) Provide the necessary permit approval to allow for the construction of the new ANT
building prior to the demolition of the existing ANT building and construction of the new
stormwater system.
6. POINT OF CONTACT:
UNITED STATES COAST GUARD
Civil Engineering Unit Cleveland
1240 East Ninth Street, Room 2179
Cleveland, Ohio 44199-2060
Attn: Mr. Gregory P. Lodge
Phone: [phone]
Fax: [phone]
DIVISION OF WATER QUALITY
WILMINGTON REGIONAL OFFICE
127 Cardinal Drive Extension
Wilmington, NC 28405-2845
Attn: Linda Lewis
Phone: [phone], Ext. 210
7. OTHER PROVISIONS: Nothing in this UNDERSTANDING is intended to conflict with
current law or regulation or the directives of the United States Coast Guard or Department of
Homeland Security. If a term of this agreement is inconsistent with such authority, then that
term shall be invalid, but the remaining terms and conditions of this UNDERSTANDING shall
remain in full force and effect.
8. EFFECTIVE DATE: The terms of this UNDERSTANDING will become effective on the
date the UNDERSTANDING is signed by the last party involved.
9. MODIFICATION: This UNDERSTANDING may be modified upon the mutual written
consent of the parties.
10. TERMINATION: This UNDERSTANDING will terminate upon the accomplishment of its
purpose, or upon mutual written agreement of the parties.
APPROVED BY:
UNITED STATES COAST GUARD NORTH CAROLINA DIVISION OF
WATER QUALITY
BY:
CDR Andrew P. Kimos
Commanding Officer,
Civil Engineering Unit
Cleveland
Linada Lewis
WILMINGTON REGIONAL
OFFICE .
Division of Water Quality
DATE: 3i "SAP— 03 DATE:
3

APR Ln k�
April 1, 2004 BY:
NC Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn. Ms. Linda Lewis
RE: Stormwater Management Permit Application for
United States Coast Guard Group - Fort Macon
Dear Ms. Lewis;
hjbq MOFFATT & NICHOL
N e-s,-3
qPR Q 2 zoo
4
The US Coast Guard Group — Fort Macon is completing a project to begin the treatment of
stormwater for the station. This project will utilize an infiltration system. The following items
are enclosed for your review of the subject project:
a. Two sets of plans — Please note that the drainage basin delineation is located at the
back of the plan set.
b. Two sets of specifications and calculations for the system
c. Two copies of the Stormwater Management Permit Application Form
d. Two copies of the Infiltration Basin Supplement
e. A check for $420 for the permit fee.
Should you have any questions during your review of these items, please contact me at 919-781-
4626.
Sincerely,
MOFFATT & N F10L
-,J/--
Tim Reid, P.E.
Pro3ect Engineer
-
�jc,5, r•
cc: Greg Lodge (USCG)
SWPermit FortMacon.ltr
1616 East Millbrook Road, Suite 160, Raleigh, North Carolina 27609 [phone] Fax [phone]