SW8120218_HISTORICAL FILE_20100626

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 120218
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2c)tIot9`Lto
YYYYMMDD

:,A A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eavbs Perdue Charles Wakild, P E
Governor
June 26, 2012
Director
Wallace A Guthrie, Sr, President
Broad & Gales Creek Community Association
3010 Hwy 24
Newport, NC 28570
Subject Stormwater Management Permit No SW8 120218
Broad & Gales Creek Fire Department Addition
High Density Commercial infiltration Basin Protect
Carteret County
Dear Mr Guthrie
Dee Freeman
Secretary
The Wilmington Regional Office received a complete State Stormwater Management Permit
Application for Broad & Gales Creek Fire Department Addition on June 22, 2012 Staff review
of the plans and specifications has determined that the protect, as proposed, will comply with
the Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H 1000
We are forwarding Permit No SW8 120218 dated June 26, 2012, for the construction, operation
and maintenance of the BMP's and built -upon area associated with the subject project
This permit shall be effective from the date of issuance until June 26, 2020, and shall be subject
to the conditions and limitations as specified therein Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s),
recordation of deed restrictions, certification of the BMP's, procedures for changing ownership,
transferring the permit, and renewing the permit Failure to establish an adequate system for
operation and maintenance of the stormwater management system, to record deed restrictions,
to certify the BMP's, to transfer the permit, or to renew the permit, will result in future
compliance problems
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adtudicatory hearing by filing a written petition with the Office of
Administrative Hearings (OAH) The written petition must conform to Chapter 150B of the North
Carolina General Statutes, and must be filed with the OAH within thirty (30) days of receipt of
this permit You should contact the OAH with all questions regarding the filing fee (if a filing fee
is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC
27699-6714, or via telephone at 919-431-3000, or visit their website at www NCOAH com
Unless such demands are made this permit shall be final and binding
If you have any questions, or need additional information concerning this matter, please contact
Steve Pusey at [phone]
Sincr/elyia
f h 'CCharlekild, P E ,Director
Division of Water Quality
GDS/sgp S \WQS\Stormwater\Permits & Proiects\2012\120218 HD\2012 06 permit 120218
cc Phillip D Pabst, P E , Pabst & Hilburn
Town of Newport Building Inspections
David Huss, Carteret County Inspections
Division of Coastal Management
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension Wilmington North Carolina 29405
Phone [phone] FAX [phone] DENR Assistance 1-877-623 6748
Internet w rimaterquality org
An Equal Opportunity 1 Af mnatve Action Employer

State Stormwater Management Systems
Permit No SW8 120218
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL 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
Broad & Gales Creek Community Association
Broad & Gales Creek Fire Department Addition
3010 Hwy 24, Newport, Carteret County
FOR THE
construction, operation and maintenance of two (2) infiltration basins in compliance with
the provisions of Session Law 2008-211 and 15A NCAC 2H 1000 (hereafter
collectively and separately 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 June 26, 2020, and shall
be subject to the following specified conditions and limitations
I DESIGN STANDARDS
1 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 17 on page 3 of this permit The infiltration basins
labeled as Basin 1 and Basin 2 have been designed to treat the runoff from
35,790 square feet and 4,017 square feet of built -upon area, respectively
3 The tract will be limited to the amount of built -upon area indicated in Section 18
on page 3 of this permit, and as shown on the approved plans
4 All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the project
will be recorded showing all such required easements, in accordance with the
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 120218
6 The project shall provide a 50' wide vegetated buffer adjacent surface waters,
measured horizontally from and perpendicular to the normal pool of impounded
structures, the top of bank of both sides of streams and rivers, and the mean
high water line of tidal waters
7 The following design criteria have been permitted for the infiltration basins and
must be provided and maintained at design condition
Basin 1 Basin 2
a Drainage Area, acres 1 38 046
Onsite, fe 60,029 20,101
Offsite, ftz 0 0
b Total Impervious Surfaces, fly 35,790 4,017
Buildings, ft? 5,468 725
Parking, ft2 26,687 0
Sidewalks, fe 1,027 0
Existing, ft? 2,608 3,292
c Design Storm, inches 3 65" (1 yr, 24 hr) 1 5"
d Basin Depth, feet 25 2
e Bottom Elevation, FMSL 24 25
f Bottom Surface Area, flz 1,611 481
g Bypass Weir Elevation, FMSL NA NA
h Permitted Storage Volume, fO 5,880 1,611
1 Predevelopment 1 yr 24 hr peak flow, cfs 1 44 035
/ Post -development 1 yr 24 hr peak flow, c 415 039
k Type of Soil A A
I Expected Infiltration Rate, in/hr 1795 1795
m Seasonal High Water Table, FMSL 205 21 0
n Time to Draw Down, hours 1 19 035
o Receiving Stream/River Basin Broad Creek / WOK03
p Stream Index Number 20-36-7
q Classification of Water Body "SA, HQW"
8 The infiltration basins are designed in accordance with Option 4 of Section
16 3 9 of the BMP manual, to infiltrate a 10-year, 24-hour storm without
discharging the system using an infiltration rate of one-half of the infiltration rate
reported in the sods report Therefore, no bypass, no vegetated filter strip, and
no additional storage volume are required
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 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
4 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
5 A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 120218
6 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 Mowm.9 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
7 Records of maintenance activities must be kept for each permitted BMP The
reports will indicate the date, activity, name of person performing the work and
what actions were taken
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
Access to the stormwater facilities shall be maintained via appropriate
easements at all times
10 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 development, subdivision, acquisition, lease or sale of any, all or
part of the project area The protect 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
11 The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction
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
Page 4 of 7

State Stormwater Management Systems
Permit No SW8 120218
III GENERAL CONDITIONS
Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
This permit is not transferable to any person or entity except after notice to and
approval by the Director At least 30 days prior to a change of ownership, or a
name change of the project or of the permittee or a mailing address change, the
permittee shall submit a completed and signed Name/Ownership Change form to
the Division of Water Quality, accompanied by the appropriate documentation as
listed on the form 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 a transfer request
4 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
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
In the event that the facilities fad 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
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
8 The permit issued shall continue in force and effect until revoked or terminated
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
9 Unless specified elsewhere, permanent seeding requirements for the stormwater
controls must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
10 The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 2H 1000, and NCGS 143-215 1 et al
11 The permittee shall submit a permit renewal application at least 180 days prior to
the expiration date of this permit The renewal request must include the
appropriate documentation and the processing fee
Permit issued this the 26`h day of June, 2012
CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
ivision of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

DWQ USE ONLY
Date Received
ee PaidI
Permit Number
J (%
Applicable Rules ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph 11- Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I GENERAL INFORMATION
1 Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc )
Broad & Gales Creek Fire Department Addition
2 Location of Project (street address)
3010 Hwy 24
City Newport County Carteret 7rp 28570
3 Directions to project (from nearest major intersection)
0 9 miles east from intersection of Broad Creek Loop Road and Hwy 24
4 Latitude 34° 43' 31" N Longitude 760 56' 23' W of the main entrance to the project
II PERMIT INFORMATION
1 a Specify whether project is (check one) ®New ❑Modification
b If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's cerhficahon
2 Specify the type of project (check one)
❑Low Density ®High Density ❑Drams to an Offsite Stormwater System ❑Other
3 If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4 a Additional Project Requirements (check applicable blanks, information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748)
❑CAMA Major ®Sedimentation/Erosion Control _
❑NPDES Industrial Stormwater ❑404/401 Permit Proposed Impacts
ac of Disturbed Area
b If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit
Form SWU-101 Version 07Jun2010
EGEI��
FEB 2 8 2012
BY �Sul�in I
e o
ZJ0Z t)� Ndf

f Ili 1 CONTACT INFORMATION
1 a Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc who owns the project)
Apphcant/Organization Broad & Gales Creek Community Association
Signing Official & Title G19//A[f A !7 cAr t e , .S/ I /Pr esl den-
b Contact information for person listed in item la above
Street Address
City Newport State NC Zap 28570
Mailing Address (tfapphcable) Same as above
City
State Zap
Phone (252 ) 726-3185 Fax
Email
Please check the appropriate box The applicant hsted above vs
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Informabon, item 2a and 2b below)
❑ Purchaser" (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer` (Complete Contact Information, item 2a and 2b below )
2 a Print Property Owner's name and title below, if you are the lessee, purchaser or developer (Phis is the
person who owns the property that the project is located on)
Property Owner/Organization
Signing Official & Title
b Contact information for person hsted in item 2a above
3a
Street Address
City
Mailing Address (ifapplicable)
City
Phone L )
Email
State Zap
BY,
(Optional) Print the name and title of another contact such as the project's construction supervisor or o r
person who can answer questions about the project
Other Contact Person/Organization Pabst & Hdburn PA
Signing Official & Title Patty E Hilburn, PLS - Principal
b Contact information for person listed in item 3a above
Mailing Address 911 Paverstone Drive, Suite E
City Rateiph State NC Zap 27615
Phone (919 ) 848-4399 Fax (919 j 4395
Email philburn@pabsthrlburn com
4 Local jurisdiction for building permits
Point of ContactDavid Huss
Form SWU-101 Version 07Jun2010

IV PROJECT INFORMATION
1 In the space provided below, bnefly summarize how the stormwater runoff will be treated
Stormwater runoff from proposed development will sheet flow to a infiltration basin that will be located on -
site There will be NO discharge from the site as all runoff will infiltrate through existing soils Based on a
report by Fred D Snuth Soil Consulting, Inc and dated October 14, 2011, the SHWT is approximately 78
inches below the surface and the soil permeabhty was reported to be 35 9 in/ hr
2 a If claiming vested rights, identify the supporting documents provided and the date they were approved
❑ Approval of a Site Specific Development Plan or PUD Approval Date
❑ Valid Building Permit Issued Date
❑ Other Date
b If clamrmg vested rights, identify the regulation(s) the project has been designed in accordance with
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3 Stormwater runoff from this project drams to the Neuse River basin
4 Total Property Area 3 02 acres
5 Total Coastal Wetlands Area 0 acres
6 Total Surface Water Area 0 acres
7 Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area* 3 02 acres
Total project area shall be calculated to exclude the follaunng the normal pool of m i�gm7p�{(�nded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line The resultant project area is used to
calculate overall percent built upon area (BLIA) Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area
8 Project percent of impervious area (Total Impervious Area / Total Project Area) X 100 = 40 7 %
9 How many drainage areas does the project have?l (For high density, count 1 for each proposed engineered
stormwater BMP For low density and other projects, use 1 for the whole property area)
10 Complete the following information for each drainage area identified in Project Information item 9 If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below
FEB 18 1011
BY -
Form SWU-101 Version 07Jun2010 Page 3 of 7

Basin Information
Drainage Area I
Drama `e Area 2
Drainage Area _
Drainage Area
Receiving Stream Name
Broad Creek
Braod Creek
Stream Class *
SA, HQW
SA, HQW
Stream Index Number *
20-36-7
20-36-7
Total Drainage Area (so
60,029
20,101
On -site Drainage Area (so
60,029
20,101
Off -site Drainage Area (so
0
Proposed Impervious Area** (so
1 35"M
4,017
Impervious Area** total
591
200
Impervious' Surface Area
Drainage Area 1
Drainage Area 2
Drama a Area _
Drainage Area _
On -site Buildings/Lots (so
5,468
725
On -site Streets (sf)
On -site Parking (so
26,687
On -site Sidewalks (so
1,027
Other on -site (so
Future (so
Off -site (so
Existing BUA*** (sf)
1 2 608
3,292
Total (sf)
1 35,790
4,017
Stream Class and Index Number can be determined at http 1/portal ncdenr or nibfwg/ps/esu/classifications
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc
* Report only that amount of existing BUA that will remain after development Do not report any existing BUA that
is to be removed and which will be replaced by new BUA
11 How was the off -site impervious area listed above determined? Provide documentation
Protects m Union County Contact DWQ Central Once staff to check if the project is located wi AFmov
Endangered Species watershed that may be subject to more stringent stormwater requirements as NCAC 02B 0600
V SUPPLEMENT AND O&M FORMS JUN 0 7 2012
A
The applicable state stormwater management permit supplement and operation and mamAyumcP (n. M)forn
must be submitted for each BMP specified for this project The latest versions of the forms can be downloaded
from hap //portal ncdenr org/web/wq/ws/su/bmp-manual
VI SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ)
A complete package includes all of the items listed below A detailed application instruction sheet and BMP
checklists are available from hqp //portal ncdenr org/web/wq/ws/su/statesw/forms does The complete
application package should be st.bmrtted to the appropriate DWQ Office (The appropriate office maybe
found by locating project on the interactive online map at http //portal ncdenr org/web/wq/ws/su/maps )
Please indicate that the following required information have been provided by initialing in the space provided
for each item All original documents MUST be signed and initialed in blue ink Download the latest versions
for each submitted application package from lin //portal ncdenr org/web/wq/ws/su/statesw/forms_docs
1 Original and one copy of the Stormwater Management Permit Application Form t EV�I
2 Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants 41 A
Form (if required as per Part VII below)
3 Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M�
agreement(s) for each BMP
4 Permit applicahon processing fee of $505 payable to NCDENR (For an Express review, refer to Puco—
hn / /www envhelp org/_pages/onestopexpress html for information on the Express program
and the associated fees Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting)
Form SWU-101 Version 07Jun2010 Page 4 of 7

5 A detailed narrative (one to two pages) describing the stormwater treatment/managementfor Pi<C�—
the project This is required in addition to the brief summary provided in the Project
Information, item 1
6 A USGS map identifying the site location If the receiving stream is reported as class SA or the �£
receiving stream drams to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map
7 Sealed, signed and dated calculations P�
8 Two sets of plans folded to 8 5" x 14" (sealed, signed, & dated), including Pf
a Development/Project name
b Engineer and firm
c Location map with named streets and NCSR numbers
d Legend
e North arrow
f Scale
g Revision number and dates
h Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW Imes
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters
i Dimensioned property/project boundary with bearings & distances
j Site Layout with all BUA identified and dimensioned
k Existing contours, proposed contours, spot elevations, finished floor elevations
l Details of roads, drainage features, collection systems, and stormwater control measures
in Wetlands delineated, or a note on the plans that none exist (Must be delineated by a
qualified person Provide documentation of qualifications and identify the person who
made the determination on the plans
n Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
o Drainage areas delineated (included in the main set of plans, not as a separate document)
p Vegetated buffers (where required)
9 Copy of any applicable soils report with the associated SHWT elevations (Please identify (>�
elevations in addition to depths) as well as a map of the bormg locations with the existing
elevations and boring jogs Include an 8 5"xll" copy of the NRCS County Soils map with the
project area clearly delineated For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate
(Infiltration Devices submitted to WiRO Schedule a site visit for DWQ to verify the SHWT prior
to subruitud, [phone] ) l t
10 A copy of the most current property deed Deed book 562 Page No 398
11 For corporations and limited liability corporations (LLC) Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H 1003(e) The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned
hgp //www secretary state nc us/Corporations/CSearch aWx �C E�a �E
VII DEED RESTRICTIONS AND PROTECTIVE COVENANTS nj V
For all subdivisions, outparcels, and future development, the appropriate property res obs agUJoKe
covenants are required to be recorded prior to the sale of any lot If lot sizes vary signif tly or the propose
BUA allocations vary, a table listing each lot number, lot size, and the allowable built-up wed
as an attachment to the completed and notarized deed restriction form The appropriate deed restrictions and
protective covenants forms can be downloaded from
http //portal ncdenr org/web/wq/ws/su/states" /forms docs Download the latest versions for each submittal
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restnchons and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot
Form SWU-101 Version 07Jun2010 Page 5 of 7

VIII CONSULTANT INFORMATION AND AUTHORIZATION
Applicant- Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information)
Consulting Engineer Phillip D Pabst, Jr, PE - Project Manager Patty E Hilburn, PIS
Consulting Firm Pabst & Hilburn, PA
Mailing Address 911 Paverstone Drive, Suite E
City Raleigh State NC Zip 27615
Phone (919 ) 8484399
Email philburriftabsthilbum com
Fax [phone]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Informahon, item la) to develop the project as currently proposed A copy of
the lease agreement or pending property sales contract has been provided with the subrruttal, which indicates the
party responsible for the operation and maintenance of the stormwater system
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days, otherwise I will be operating a stormwater treatment
facility without a valid permit I understand that the operation of a stormwater treatment facility without a valid
perirut is a violation of NC General Statue 143-2151 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215 6
'Signature UV BdP Date / �` il
I, l:11 41 , I Ad a Notary Public for the State of re)) f T County of
NVZ�r , do hereby certify that (u-,e A `dA r, e Sr� personally appeared
before me this 3 day of De(Q 1M_ f? C DLL and acknowledge the ue ution�o9f the apphc on for
a stormwater permit Witness my hand and official seal, �AJQ(, 1 �N
0
OARJ.
U;
n PUW"o
A
SEAL
My commvssion expires v��I O 1 Rol
ECEIVE
FEB 2 8 2012
BY
Form SWU-101 Version 07Jun2010 Page 6 of 7

X APPLICANT'S CERTIFICATION
1, (print or type name of person listed in Contact Information, item la) LOAlk A cS p+ (,. M4 (Lt c S IL
certify that the information included on this permrt application form is, to the best of my knowledge, correct and
that the protect will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed protect complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H 1000, SL 2006-246 (Ph II - Post Construction) or SL 2008-211
Signature rDate
//-/,? - G/
I, Fel 6"D) W Ckfd a Notary
ota y Public for the State of
c-/)riktC Gybhf"P County of
CO,Vkk\A�t do hereby c that W ���P _ ti �ll P� J % personally appeared
before me this Z day of JIU and acknowl ge the due ecution of the hcation for
a stormwater pemut Witness my hand and official seal, JJ1
SEAL
My comrmssnon expires
?tT
FEB 18 1011
BY_
Form S WU-101 Version 07Jun2010 Page 7 of 7

0
u
,
ii ee,t
-71
L„

.114kn W, .Cans %a ' " �,",�v ' *�9"m" n> MgUSEEN A - 'Y' n
Date Received
Fee Paid Permit Number
Applicable Rules ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ MgLnt Plan
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
Thu form may be photocopied for use as an original
I GENERAL INFORMATION
1 Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc )
Broad & Gales Creek Fire Department Addition
2 Location of Project (street address)
City Newport County Carteret Zip 28570
3 Directions to project (from nearest major intersection)
0 9 miles east from mtersection of Broad Creek Loop Road and Hwy 24
4 Lahtude 34° 43' 31" N Longitude 76` 56' 23" W of the main entrance to the project
II PERMIT INFORMATION
1 a Specify whether project is (check one) ❑New ®Modification
b If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8120218 , its issue date (if known) 6/26/12 and the status of
construction ®Not Started ❑Partially Completed* ❑ Completed* *provide a designer's cerhficahon
2 Specify the type of project (check one)
❑Low Density ®high Density ❑Drams to an Offsite Stormwater System ❑Other
3 If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4 a Additional Project Requirements (check applicable blanks, information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748)
❑CAMA Major ®Sedimentation/Erosion Control 153 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit Proposed Impacts
b If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit
ECE0VE
OCTa92012
8v
Form SWU-101 Version 07Jun2010 Page 1 of 6

III CONTACT INFORMATION
1 a Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc who owns the Protect)
Applicant/Organization-Broad & Gales Creek Community Association
Signing Official & Title
b Contact information for person listed in item la above
Street Address 3010 Hwy 24
City Newport State NC Zip 28570
Mailing Address (if applicable) Same as above
City
State Zip
Phone (252 ) 726-3185 Fax
Email
c Please check the appropriate box The applicant listed above is
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below)
2 a Print Property Owner's name and title below, if you are the lessee, purchaser or developer (Phis is the
person who owns the property that the project is located on)
Property Owner/Organization.
Signing Official & Title
b Contact information for person listed in item 2a above
Street Address
City
Mailing Address (zf applicable)
City
Phone
Email
State Zip
State Zip
Fax
3 a (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project
Other Contact Person/Organization Pabst & Hilburn, PA
Signing Official & Title Patty E Hilburn, PLS - Principal
b Contact information for person listed in item 3a above
Mailing Address 911 Paverstone Drive, Suite E
City Raleigh State NC Zip 27615
Phone (919 ) 848-4399 Fax [phone]
Email Philbum®pabsthilburn com
4 Local jurisdiction for building permits Carteret County
Point of ContactDavid Huss Phone # [phone]
Form SWU-101 Version 07Jun2010 Page 2 of 7

N PROJECT INFORMATION
1 In the space provided below, briefly summarize how the stormwater runoff will be treated
Stormwater runoff from proposed development will sheet flow to an infiltration basin that will be located on
site There will be NO discharge from the site as all runoff will infiltrate through existing soils Based on a
report by Fred D Smith Soil Consulting Inc and dated October 14 2011 the SHWT is approximately 78
inches below the surface and the soil permeabhty was reported to be 35 9 m/hr
2 a If claiming vested rights, identify the supporting documents provided and the date they were approved
❑ Approval of a Site Specific Development Plan or PUD Approval Date
❑ Valid Building Permit Issued Date
❑ Other Date
b If claiming vested rights, identify the regulation(s) the project has been designed in accordance with
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3 Stormwater runoff from this project drains to the White Oak River basin
4 Total Property Area 3 02 acres
5 Total Coastal Wetlands Area 0 acres
6 Total Surface Water Area 0 acres
7 Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area* 3 02 acres
Total project area shall be calculated to exclude the followmQ the normal yool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NM line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHIM line The resultant project area is used to
calculate overall percent built upon area (B UA) Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area
8 Project percent of impervious area (Total Impervious Area / Total Project Area) X 100 = 40% (Includes BUA
prior to 1988 %
9 How many drainage areas does the project have? 1 (For high density, count 1 for each proposed engineered
Stormwater BMP For low density and other projects, use I for the whole property area)
10 Complete the following information for each drainage area identified in Project Information item 9 If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below
Form SWU-101 Version 07Jun2010 Page 3 of 7

iDrama ea
37ram_ a e"�Area
,prkma e�Ama�� ,
Receiving Stream Name
Broad Creek
_,_,
Stream Class *
SA, HQW
Stream Index Number *
20-36-7
Total Drainage Area (sf)
67,868
On -site Drainage Area (sf)
67,868
Off -site Drainage Area (sf)
0
Proposed Im ervious Area`* s
% Impervious Area" total
1m' wris�Surfacg"(r6rea *
���a *Area'""7'1,D;"�z�a
P A
lDraina Aroa� t?�
3Dratna e�Area _
On -site Buildm s/Lots (so
6,193
On -site Streets (so
On -site Parkin(sf)
29,369
On -site Sidewalks (so
800
Other on -site (sf)
Future (sf)
Off -site (sf)
Existing BUA*** (so
8,331
Total (sf)
44,693
* Stream Class and Index Number can be determined at http &portal ncdenr orgIu ebhoq[ps/csu/classifications
*" Imyermous area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc
*** Report only that amount of existing BUA that will remain after development Do not report any existing B UA that
is to be removed and which will be replaced by new BUA
11 How was the off -site impervious area listed above determined? Provide documentation N/A
Proiects in Union County Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B 0600
V SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project The latest versions of the forms can be downloaded
from htto //aortal ncdenr or¢/web/wq/ws/su/bma-manual
VI SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ)
A complete package includes all of the items listed below A detailed application mstruchon sheet and BMP
checklists are available from http //portal ncdenr org/web/wq/ws/su/statesw/forms dots The complete
application package should be submitted to the appropriate DWQ Office (The appropriate office maybe
found by locating project on the interactive online map at http / /portal ncdenr orp:/web/wq/ws/su/mal2s)
Please indicate that the following required information have been provided by initialing in the space provided
for each item All original documents MUST be signed and uutialed in blue ink Download the latest versions
for each submitted application package from http //portal ncdenr org/web/wq/ws/su/statesw/forms does
hu
1 Original and one copy of the Stormwater Management Permit Application Form
2 Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants riliA
Form (if required as per Part VII below)
3 Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP COk,iM gn.tct—p ty,2i-iZ
4 Permit application processing fee of $505 payable to NCDENR (For an Express review, refer to �E4�
http / /www envhelp org/pages/onestopexpress html for information on the Express program
and the associated fees Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting)
Form SWU-101 Version 07Jun2010 Page 4 of 7

5 A detailed narrative (one to two pages) describing the stormwater treatment/management for
6 A USGS map identifying the site location If the receiving stream is reported as class SA or the
receiving stream drams to class SA waters within Y2 mile of the site boundary, include the 1/2
mile radius on the map
7 Sealed, signed and dated calculations
8 Two sets of plans folded to 8 5" x 14" (sealed, signed, & dated), including [r
a Development/Project name
b Engineer and firm
c Location map with named streets and NCSR numbers
d Legend
e North arrow
f Scale
g Revision number and dates
h Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW Imes
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters
1 Dimensioned property/project boundary with bearings & distances
I Site Layout with all BUA identified and dimensioned
k Existing contours, proposed contours, spot elevations, finished floor elevations
1 Details of roads, drainage features, collection systems, and stormwater control measures
m. Wetlands delineated, or a note on the plans that none exist (Must be delineated by a
qualified person Provide documentation of qualifications and identify the person who
made the determination on the plans
n Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
o Drainage areas delineated (included in the main set of plans, not as a separate document)
p Vegetated buffers (where required)
9 Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs Include an 8 5"x11" copy of the NRCS County Soils map with the
project area clearly delineated For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate
(Infiltration Devices submitted to WiRO Schedule a site visit for DWQ to venfy the SHWC prior
to submittal, [phone] )
10 A copy of the most current property deed Deed book 562 Page No 398 Risa_
11 For corporations and hnuted liability corporations (LLC) Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H 1003(e) The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned
http //www secretary state nc us/Corporations/CSearch ash
VII DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from
hU//portalncdenrorg/web/wq/ws/su/statesw/forms docs Download the latest versions for each
submittal
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will nut with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot
Form SWU-101 Version 07Jun2010 Page 5 of 7

VIII CONSULTANT INFORMATION AND AUTHORIZATION
Applicant Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information)
Consulting Engineer Phillip D Pabst, Ir, , PE - Project Manager Patty E HilburnPLS
Consulting Firm Pabst & Hilburn, PA
Mailing Address 911 Paverstone Drive, Suite E
City Raleigh State NC Zip 27615
Phone (919 ) 848-4399 Fax (919 ) 848-4395
Email phnlburnQpabsthilbum com
IX PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or h/pe name ofperson
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days, otherwise I will be operating a stormwater treatment
facility without a valid pernat I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-2151 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215 6
Signature
do hereby certify
before me this _ day of
Date
a Notary Public for the State of
County of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit Witness my hand and official seal,
SEAL
My commission
Form SWU-101 Version 07Jun2010 Page 6 of 7

X- APPLICANT'S CERTIFICATION
1, (print or type name of person listed in Contact Information, item la) Wallace A Guthrie. Sr
certify that the information included on this permit application form is, to the best of my knowledge, correctand
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15AA NCAACC 2H 1000, SL 2006-246 (Ph II - Post Construction) or SL 2008-211
Signature �,��` Date l d -'3 - / Z
l {kE,� A&' �' """ a Notary Public for the State of AIDj1) Pft � Vtk . County of
rP!�4 i4 do hereby certify that iuLqk)(& 17U1V11"IP� `j �i personally appeared
before me this day of DC174a� and kno ledge due e(`f0�ution of the ap c on for
a stormwater permit Witness my hand and official seal,
�!N►Y
ftFoo4
SEAL
My commission expires pco4�1 0% I Rot
Form SWU-101 Version 07Iun2010 Page 7 of 7

a
' { c
REVISED
DESIGN NARRATIVE AND
SUPPORTING CALCULATIONS
FOR
STORMWATER BMP, STORM DRAINAGE,
AND EROSION AND SEDIMENT CONTROL
FOR THE
Broad & Gales Creek Fire Department Addition
3010 NC Highway 24
Newport, Carteret County, North Carolina,
Prepared for.
Broad & Gales Creek Fire Department
3010 NC Hwy 24
Newport, NC 28570
Prepared by
W_P PABST & HABURN, PA
�...' EIG hE, �hG X CONSULT4'G
911 Paverstone Drive, Suite E
Raleigh, NC 27615
[phone]
Date June 21, 2012
Project No 172-11
ECEQVE
JUN 12 2012
ay._
01 o E
•Qp v 9 33
= SEAL 7
032573
4-zt-12

TABLE OF CONTENTS
Page
Design Narrative 1-2
USGS Map 3
Carteret County Sod Survey Information 4-6
FEMA Flood Map 7
Infiltration Basin #1 Design
8
• Volume Calculations
Impervious Percentage
9
15" Runoff Volume
10
3.65" Pre -Development Runoff Volume
11
3 65" Post -Development Runoff Volume
12
Stage — Storage Data
13
• Pre -Development Hydrograph (1 & 10-yr Storms)
14 - 15
• Post -Development Hydrograph (1 & 10-yr Storms)
16 - 17
• Pond Routing Hydrograph (1 & 10-yr Storms)
18 —19
Infiltration Basin #2 Design
20
• Volume Calculations
Impervious Percentage
21
1.5" Runoff Volume
22
3 65" Pre -Development Runoff Volume
23
3 65" Post -Development Runoff Volume
24
Stage — Storage Data
25
• Pre -Development Hydrograph (1 & 10-yr Storms)
26 - 27
• Post -Development Hydrograph (1 & 10-yr Storms)
28 - 29
• Pond Routing Hydrograph (1 & 10-yr Storms)
30 - 31
Hydrograph Summary
• 1-year, 24 hour Storm 32
• 10-year, 24 hour Storm 33
• 100-year, 24 hour Storm 34
SCS Curve Number Calculations 35 - 36
NOAA Precipitation Estimates 37 - 38
Sod Evaluation Report by Fred D Smith Sod Consultants 39 - 44
Drainage Area Maps
• Pre -Development Drainage Area Map MAP-1
• Post -Development Drainage Area Map MAP-2

�+ r
DESIGN NARRATIVE
1 GENERAL
The project site is located along NC Highway 24 and is approximately 0 9 miles east of the
intersection of NC Highway 24 and Broad Creek Loop Road in Newport, N C The intent of this
project is to construct a new building with associated parking, storm drainage and storm water
management device
2 EXISTING SITE
The existing site is located in the coastal area and is not within 1h miles of SA waters The site
is currently developed that includes fire station and EMT facility Topographically, the site is
mostly flat (approximately 0 50%) with runoff from this site being collected into road side
ditches The runoff from the site eventually enters into the Broad & Gales Creek (Stream Class
SA, HQW)
Based on Carteret County Soil Survey, the existing soils are WuB (Wando), Se (Seabrook) and
KuB (Kureb) The hydraulic soil group used was "A" The FEMA Flood Insurance Rate Map
(Panel 6306) shows the project site to not located within a flood hazard area The USGS map,
the Carteret County sod survey map, and the FEMA map are included in this report
3 PROPOSED IMPROVEMENTS
This project will have a disturbed area of 1 53 acres, in which the majority of the disturbed area
will be utilized for the construction of the budding, parking areas, storm drainage, and infiltration
basins
The site will be graded such that the majority of stormwater runoff will be directed by sheet flow
to the infiltration basins shown on plan sheet C-4 0 A complete set of calculations, including
hydraulic grade line calculations, for the stormwater drainage are attached
Stormwater Control and Treatment
The current NCDENR Coastal Stormwater Rules require the control and treatment of runoff
generated by the first 1 5" of rainfall, or the difference in the stormwater runoff of pre -
development and post -development conditions for the 1-year, 24-hour storm, whichever is
greater The Simple Method was used to determine which runoff volume was greater
Drainage Area 1 Infiltration Basin #1 was designed to handle runoff generated from Drainage
Area 1 as shown on enclosed Map 2 Calculations resulted in the volume generated by the 1-
year, 24-hour, storm (3 65") being greater than the volume generated by the first 1 5" of rainfall
therefore, Bain #1 was designed for the volume generated by the 3 65' rainfall event
Drainage Area 2 Infiltration Basin #2 was designed to handle runoff generated from Drainage
Area 2 as shown on enclosed Map 2 Calculations resulted in the volume generated by the first
1 5" of rainfall being greater than the volume generated by 1-year, 24-hour, storm (3 65") and
therefore, Basin #2 was designed for the volume generated by the 1 5" rainfall event

r
Water Quantity
Routing results prove that both infiltration basins meet pre -post development conditions for the
1-year, 24 hour storm Furthermore, both basins contain the 10-year storm and therefore,
vegetated filters are not required See table below for results of pre -post development
calculations
1-vear_ 24-hnur Gtnrm
Pre -development
Post -development
Drainage
Total Drainage
Runoff
Runoff
Discharge after
Area
Area
(cfs)
(cfs)
Routing (cfs)
1
1 38 Ac
1 44
415
1 23
2
046Ac
035
039
015
See the Hydraulic Summary's for 10-year storm routing and maximum elevation results
A soil evaluation prepared by Fred D Smith Sod Consulting, Inc dated October 141", 2011,
states that the infiltration rate of the existing soils range above 0 52 inches/hour, which would
be favorable for the design of an infiltration device Infiltration rates ranged from 35 9 in/hr to
71 6 in/hr The infiltration rate of 17 95 m/hr (50% of 35 9) was used in design of the infiltration
basins Furthermore, the seasonable high water table was observed to be approximately 78
inches below the surface
4 EROSION CONTROL AND MAINTENANCE CONSIDERATIONS
Temporary silt fence will be placed along the lowest sides of the limits of disturbance to cleanse
stormwater runoff before leaving the site Temporary diversion ditches will be installed to direct
stormwater runoff from the site to sediment basin Inlet protection will be placed around all new
drainage structures that may be affected by the proposed construction Calculations for the
design of the sediment basins are attached All erosion control measures are documented on
the enclosed erosion control plan
Contractors shall be responsible for periodic inspection and maintenance of all indicated
erosion control devices In addition, inspection and any necessary maintenance will be required
immediately following any significant storm event Any measure that fails to function as
intended shall be repaired immediately Upon completion of construction, the property owner
shall be responsible for site maintenance
2

RoIlmgFt%, ooi/d�JAcres �""-�-�' _/
pcnUDIADR _ ma
,t-
t�
aoT �
C\�
►l=

i Eych area outlined on this map consists of
more than one kind of soil The map is thus
meant for general planning rather than a basis
for decisions On the use of specific tracts
Cis
v O`11
e It a P
H I I l r
)v - aVl/va��• ,,.^T ti:?c°j-- hoc LEGEND
r 7Xo f 1 *y aM��c��s ORLY DRAINED
M RY P SOILS OLY RAN UPLANDAINED AND S AND TERRACES
ffi7ti. e
114
^_ lUanTu O Q DMouAinialiW heart, level very papfy
tlrmnel add PdadI, d,..neW., rols piwmand
����} CA c a stream tn1.1
cote 3 1 C Torhltnta-0anteeo-Fa ns Nearly level vwY Peony drained
CRAVENI in
6 Masonto% y IIle%el 0 �Y and Pinny d'Mned homy tolls he'hods
_ _ yV
4�,v VERY POORLY DRAINED ORGANIC AND MINERAL
= ,,,�-••y. 2 1 t 7 I y 1 50 —34 50 SOILS IN SALT MARSHES
Y S M1'sY 8Et0 al TO F s : a� 38 Calmer Hebu4•n Caneref NurlY larel wry pearly
ini t y 2 0f 1 3 G t ® drained mina, and sandy sons in mershes lboded
W� 2 4 y 76 20 heoPmth Wlm son role.
wy . 1 Q $ 1 Bet 1 rr Da, Is 10 EXCESSIVELY DRAINED TO VERY POORLY DRAINED
1 2 GAOL t �� '} 11 sort 2 3 g b 9 IN111lvlon b C MINERAL SOILS ON UPLANDS AND TERRACES
$ $ W v^trTt tNa\ 9 =3 �a� } ,eC+ ` Leon MVrrllla Mandarin Nearly laMbBently sbpm6
y V 0 aomhy domed very Pomp drinrud and umwh,I meM
vvm 11 T` � -+rite rt Rr �'" e \ dranMd sandy with, that have A subtwlm When organs
1 3 2 $ 4 41 fro 8 Cfj3 Rnwr� 9 1 33Island gyp. P
mafter has auvmulated en uPland, and Ite marine
unaus
PC Ts 101 '[ G Qx3� C L` Wamb Se•braes Kunb N.Hy level ro gently id a wen
Vilamhallbe ♦e t \' R dranud moderahh well drained anduceurv•hd,tmad
\ a 4 Go s t sandyieds onupbMsandithrie s
,J` $Ott\D 3 A[1 tL 4 pr��ap[ tM1s uct,�vlyna...�
B I BC hgl a ila+id (O/v Island • o T VERY My0RlY DRAINED ORGANIC SOILS AND MINERAL
„I "•GLIt Cflltel at �Aer '"T 0 0 SOILS THAT HAVE A MUCKY SURFACE LAYtR ON
/g0 \ 3 3 F r.r M1l mffi
LAt a Ht 4
e Nn UPLANDS AND TERRACES
m
3 _ _ w P Wald n Banks R a,A CA•a <t
a Awe •t� 1 y\ i I aft � Thin., Weida,BalMren Nearly level wry Poorly dgln,d
w Bo 'a o n I 76 50 a 76 40 SyaCAyeroe IFSpLrlO ` —34 40 muoFr sorb an bw moons b.ram
O j Alto 7 Cruun Neao, ityel vier pddrlY droned mnaay smla on
77 00 O C e a n ga°4a A I uMands
�IARw rl t 1 C _ 6 30 WELL DRAINED TO SOMEWHAT POORLY DRAINED
MINERALSOILS ON UPLANDS AND TERRACES
A F QBaymeale Onslw, Ly%0iMifg Nearly level m gently SW
mg well dranad W temwui Pearly armed Mandy and
bamysWls enepland,
NtavHu Augusta Sute Nearly level moderately well
drainea mmewhat Purdy droned and WMid'Mnad vndY
tills Pn the manna and, Vain tMI.
UNITED STATES DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE FOREST SERVICE EXCESSIVELYOMEW AT PO MODERATELY MIL
DRAINEDTOBEACHES
THE OUTLY IR SAN MINERAL
N C DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT sous AND eEAcnes an THE OUTER MNKS
NORTH CAROLINA AGRICULTURAL RESEARCH SERVICE Neenah Corona Reaches NearlymYMl level b wily steep
N NORTH CAROLINA AGRICULTURAL EXTENSION SERVICE mmeaswely drama and maderetMy wall 4nmed M oe.
CARTERET COUNTY BOARD OF COMMISSIONERS what peerb arched unity adds and Reaches on Me ouw
V'
GENERAL SOIL MAP nA`
VERY POORLY DRAINED MINERAL AND ORGANIC
CARTERET COUNTY SOILS ON FLOOD PLAINS
NORTHCAROI,INA �M,oA�od,l°OO.vrel"mU`W p`H`y�I�Oi+�
Scale l 316 800
1 0 1 2 3 4 5 Mid, The teMere prom Me rwmboed a•scnPlear. W." to
I I I I I I I the tenure Of the sur4x layer of me mapr sods
1 0 5 10 Km COMPILED 1996
1 1 1 1 1 1 1� 1 I I 1
�f

152
Map symbol andl
soil name
Dr, -------------i
Deloss
DO-------------i
Dorovan
Du_____________
DOckston
Fr-------------
Fripp
GoA------------I
Goldsboro
HE_____________
Hobucken
KuB------------
1� Kureb
LF-------------
Lafitte,
TABLE 16.--SOIL AND WATER FEATURES --Continued
—Moodinq
Hydro -I
Hi water tab2e
9 a
logic
Frequency I Dura-
months I Depth I Kind
Months IInitiall
croup
tion
'F I
I I
—Tn
r,
f
D
iFrequent---iBrief
iJan-Deci 0-1.OiApparentiNov-May1
I
D
±Frequent---iVlo g
iJan-Deci +1-0 J Apparenti
Jan-Deci 4-10 1
A/D
iFrequent --- iBrief•
iJan-Decil.0-2.OlApparentiJan-Deci
--
A
I I
iNone-------i ---
I I
i i >6 O
B
I I
iNone------- i ---
I I I I
i --- 12.0-3 OiApparentiDec-Mari
I
---
D
iFrequent--- iVery
iJan-Deci +1-1 GlApparentiJan-Deci
---
brief
I I
I I I I
I
A
iNone-------1 ---
i --- 1 >6.0 1 ___ 1
___ i ___
D iFrequent --- iBrief iJan-Deci +1-0.SlApparentiJan-Deci 15-30
to
I I very
{ long. I I I I
Ln-------------i B/D iNone------- i _-_ i
Leon I I I I
Lu* I I I I
Leon ---------- I B/D iNone-------i --- 1 ---
Urban land i i i I
LY------------- i C iNone-------I --- i ---
Lynchburg I I I I
MA ------------- i D iFrequent---iLong---iNov-Apr
Masontown !
Mc* I
Mandarin ------ I B/D iNone------- I --- i ---
Urban land i
Mn------------- i B/D iNone-------1 --- 1 ---
Mandarin I I I I
Mu ------------- I A/D iNone_-_----1 --- 1 ---
Murville
Nc* I I I I
Newhan-------- i A iNone-------i --- i ---
Corolla ------- i D iRare-------i --- i ---
Nd------------- 1 A iNone-------I --- i ---
Newhan I I I I
Ne* I I I I
Newhan--------I A iNone------- i --- i ---
II I I
See footnote at end of table.
0-1 0 Apparent
I
I
0-1.01Apparent
I
1.0-1.51Apparent
+1-0.5i Apparent
1
I
1.5-3.51Apparent
I
1 5-3.5iApparent
+1-1.OiApparent
I
I
>6.0 i ---
1.5-3.01Apparent
>6 0 i ---
I I
! >6.0 ! ---
Dec-Mar
Jan-Deci ---
I
I
Nov -May] ---
Soil Survey
Total 'Uncoated 'Concrete
steel !
ini- High ----- iHigh.
10-30 iHigh ----- iHigh.
--- iLOW------ iLOw
--- iLOW------ iLOW.
--- iModerate iHigh
--- iHigh-----iHigh.
--- iLOW------ILow
1 1
>51 IHigh----- Moderate
___ iHigh_____
iModerate
I
--- IMnA...
[h.
fh.
lerate
iModerate iHigh
I I I
I --- !High ----- !Moderate
--- �nlgn----- �LOW
i --- iLOW ------ iLOW
i --- iHigh-----ILow
I i I
l --- IHlgh ----- !Low

Carteret County, North Carolina
153
TABLE 16.--SOIL AND WATER FEATURES--ContinUed
rlooding ' High water e Subsidence 9 o c0[ros on
Map symbol andlHydro-I I I i
soil name I logicl Frequency I Dura- IMonths I Depth Kind 'Months IInitiall Total 'Uncoated (Concrete
I I I I
steel II
rFq—m"�--11 tion i in i 1n I i
N
Ur
Uzban land.
l
11I
Nh_____________i
A
I I
iNone-------i --- i
I
--- i >6.0
I
Nerhan I
I I
NoA, NoB-------I
B
I
INone-------I --- I
I I
--- 14 0-6 OlApparentlJan-Mr
1
Norfolk I
I I
On-------------'
B
I
'None-------' --- '
I
--- '1 5-3.0'Apparent'Dec-K
I I
Onslov I
1 I
Pa-------------'
Pantego
B/D
'None-------' ---
I I
' --- ' 0-1 O'Apparent'Dec-Aj
I I
I
I I
I I
I
PO -------------I
D
'Rare ------- I ---
' --- '+.5-l.o'Apparent'Jan-D,
I
Ponzer I
I I
RRains ________`
B/D
'None_______( __-
I I
I ___ i o-l.O'Apparent'Dec-M
I I
I
I
Ro------------- '
D
I
'None-------' ---
I
' ' 0-l.o'Apparent'Nov-A
I I
Roanoke
I
Se ------------- I
C
I I
'None ------- I ---
I I
I --- 12 D-4 OlApparentlDec-M
I I
I
Seabrook '
I I
StA------------ '
B
'None-------' ---
I I
' --- '4 0-6 O'ApperentiDec-M
I
State I
I I
I
Tm------------- 1
B/D
'None-------' ---
I
' --- ' o-1 o'ADparent'Dec-M
I I
Tomotley I
I I
I I
I I
To-------------'
C
'None-------' ---
I --- ' 0-1 O'Apparent'Dec-A
Torhunta I
I I
I I
iaB____________ i
A
'None_____ -_I ___
i ___ ' >5.0
I I
Wando I
Ws-------------'
B/D
I I
'Rare ------- I
I I
I '+ 5-1.0'ApparentlNov-J
I
Wasda
W„I
Wando_________'
A
I i
'None ------- ' __-
I I
i ___ i >5.0
I I
i ___ ' ---
Urban land.
___ iHigh----- �Low.
Moderate 'High.
l --- ''High ----- IHigh.
I 'High -----'Nigh
9-12 ' 18-24 'High -----'High.
--- I I I
--_ 'High ----- 'Nigh.
I I
� --- iH1gh-----High.
I
3-7 7-14
___ I ___ IOW______
* See description of the map unit for composition and behavior characteristics of the map unit.

STORMWATER BMP-1
CALCULATIONS
Project Name
B&G Creek Fire Station
Project Number
11
Date
20-Jun-12
3rd revision
2nd revision
1 st revision
a

Water Quality - Drainage Area Data
Project B&G Creek Fire Station
Project No 172-11
BMP No 1
Date 14-May-12
Drainage Area 60 029 square feet = 1 38 acres
Impervious areas
Drains a area to pond
Other Drains a Area
Existing
sf]
Proposed
1sfl
Change
Isf]s[sfl
Existing
Proposed
On -site Buildings
2,093
T56V7,1-4
5,468
0
0
On -site streets
0
0
0
0
0
On -site Asphalt
4,393
0
-4,393
0
0
On -site Concrete
345
1 9'23V-�--i
18,893
0
0
On -site Gravel
7,891
-�28;991r%d{
1,100
0
0
Total off -site impervious
0
0
0
0
0
Total Impervious
14,722
35,790
21,068
0
0
Non -impervious areas
Drains a area to and
Other Drains a Area
Existing
Isq
Proposed
Isf]s
Change
Existing
s
Proposed
s
On -site grass/landscape
45307
24,239
-21,068
0
0
On -site woods
0
0
0
0
0
Other undeveloped
0
0
0
0
0
Total off -site non -impervious
0
0
0
1 0
0
Total non-im ervious
45,307
24,239
-21,068
1 0
0
Total Drainage Area
60,029
60,029
0
0
0
Percent Impervious
245
596
351
n/a
n/a
Notes
BMP-1_Water Quality Calculations
Site Drainage Area Data Page 1 of 1
Printed 5/16/2012 11 00 AM
7

Simple Method Stormwater Runoff Volume Calculations
Post -Development 15"
Project
B&G Creek Fire Station
Project No
172-11
Pond No
1
Date
25-May-12
Drainage area
60,029
square feet
Impervious area
35,790
square feet
Rainfall depth
1 50
inches
Percent Impervious
596
percent
R(v)=0 05+0 009*(Percent impervious)
Runoff coefficient - R(v) 059 in/in
Runoff volume=(Design rainfall)*(R(v))*(Drainage area)
Runoff volume �Wgft4 401�8'.�cubic feet
Notes
L
to

Simple Method Stormwater Runoff Volume Calculations
Pre -Development 3 5"
Project B&G Creek Fire Station
Project No 172-11
Pond No 1
Date
25-May-12
Drainage area
60,029
square feet
Impervious area
14,722
square feet
Rainfall depth
365
inches
Percent Impervious
245
percent
R(v)=0 05+0 009*(Percent
impervious)
Runoff coefficient - R(v)
027
in/in
Runoff volume=(Design rainfall)*(R(v))*(Drainage area)
Runoff volume 4;9.43 1cubic feet
Notes

Simple Method Stormwater Runoff Volume Calculations
Post -Development 3 5"
Project B&G Creek Fire Station
Project No 172-11
Pond No 1
Date 25-May-12
Drainage area 60,029 square feet
Impervious area 35,790 square feet
Rainfall depth 365 inches
Percent Impervious 596 percent
R(v)=0 05+0 009*(Percent impervious)
Runoff coefficient - R(v) 059 in/in
Runoff volume=(Design rainfall)*(R(v))*(Drainage area)
Runoff volume ,�10 710 5cubic feet
Notes
y.�.N.MuM t�C�...�•ftcD JOt.,.MC
to, 1It 3 eF = 5 7Ce
IZ

POND STAGE STORAGE DATA
PERMANENT POOL (INCLUDES FOREBAYS)
Project 6&G Creek Fire Station
Project No 172 11
Pond No 1
Date 20 Jun 12
Contour ID
Stage
Area
[sq tt
Area
acres]
Incremental
Area
[sq tt
Incremental
Area
acres[Cu
Incremental
volume
tt
Incremental
volume
acre-m
Cumulative
volume
cu ft
Cumulative
volume
acre in
24
0
1,6110
0037
1,6110
00
00
00
0
00
245
05
22230
0051
22230
01
9585
03
959
03
25
1
2,8980
0 067
2 898 0
0 1
1 280 3
04
2 239
06
255
1 5
3 627 0
0 083
3 627 0
0 1
1,631 3
04
3,870
08
26
2
44120
0101
44120
01
20098
06
5a80
10
13

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCADO Civil 3Da 2008 by Autodesk, Inc v6 052
Tuesday May 15 2012
Hyd No 1
Pre-Dev DA-1
Hydrograph type
= SCS Runoff
Peak discharge
=' 1 436 cfs
Storm frequency
= 1 yrs
Time to peak
= 11 97 hrs
Time interval
= 1 min
Hyd volume
= 3,314 cult
Drainage area
= 1 380 ac
Curve number
= 61*
Basin Slope
= 0 0 %
Hydraulic length
= oft
Tc method
= USER
Time of conc (fc)
= 5 00 min
Total precip
= 3 65 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
' Composite (Area/CN) _ [(0 340 x 98) + (1 040 x 49)] / 1 380
0 (cfs)
200
1 00
Pre-Dev DA-1
Hyd No 1 - 1 Year
0 (cfs)
200
1 00
000 I I l 000
0 2 4 6 8 10 12 14 16 18 20 22 24 26
— Hyd No 1 Time (hrs)
)j

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2008 by Autodesk Inc v6 052
Tuesday May 15 2012
Hyd. No 1
Pre-Dev DA-1
Hydrograph type
= SCS Runoff
Peak discharge
= 6 666 cfs
Storm frequency
= 10 yrs
Time to peak
= 11 97 hrs
Time interval
= 1 min
Hyd volume
= 13,402 cult
Drainage area
= 1 380 ac
Curve number
= 61*
Basin Slope
= 0 0 %
Hydraulic length
= o ft
Tc method
= USER
Time of conc (Tc)
= 5 00 min
Total precip
= 6 85 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
Composite (Area/CN) = i(0 340 x 98) + (1 040 x 49)] / 1 380
Q (cfs)
700
. 11
500
400
300
200
1 00
M
Pre-Dev DA-1
Hyd No 1 -- 10 Year
Q (cfs)
700
11151-1 11
500
400
300
200
1 00
000
0 2 4 6 8 10 12 14 16 18 20 22 24 26
— Hyd No 1
Time (hrs)
15

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D@ 2008 by Autodesk Inc v6 052
Tuesday May 15 2012
Hyd No 3
Post-Dev DA-1
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip
Storm duration
= SCS Runoff
= 1 yrs
= 1 min
= 1 380 ac
= 0 0 %
= USER
= 3 65 in
= 24 hrs
Peak discharge = 4 145 cfs
Time to peak = 718 min
Hyd volume = 8,329 cult
Curve number = 78*
Hydraulic length = 0 ft
Time of conc (Tc) = 5 00 min
Distribution = Type II
Shape factor = 484
Composite (Area/CN) _ [(0 820 x 98) + (0 560 x 49)J / 1 380
Q (cfs)
Post-Dev DA-1
Hyd No 3 -- 1 Year
Q (cfs)
500
500
400
- -
-
- --
-
-- --
-
- -
400
300
- —
--
---
—__
— -
300
100
T
-
_
-- -
—
100
000 -- - --- --1 000
0 2 4 6 8 10 12 14 16 18 20 22 24 26
— Hyd No 3
Time (hrs)

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD@ Civil 3D© 2008 by Autodesk Inc v6 052
Tuesday May 15 2012
Hyd No 3
Post-Dev DA-1
Hydrograph type
= SCS Runoff
Peak discharge
= 10 82 cfs
Storm frequency
= 10 yrs
Time to peak
= 717 min
Time interval
= 1 min
Hyd volume
= 22,415 cuft
Drainage area
= 1 380 ac
Curve number
= 78*
Basin Slope
= 0 0 %
Hydraulic length
= 0 ft
Tc method
= USER
Time of conc (Tc)
= 5 00 min
Total precip
= 6 85 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
* Composite (Area/CN) = [(0 820 x 98) + (0 560 x 49)] / 1 380
Q (cfs)
1200
1000
. ON
400
Post-Dev DA-1
Hyd No 3 -- 10 Year
Q (cfs)
1200
1000
800
600
400
200
000 1" 1 1
000
00 20 40 60 80 100 120 140 160 180 200 220
— Hyd No 3
Time (hrs)
1-7
L

Hydrograph Report
Hydraflow Hydrographs Extension for AUtoCAD@ Civil 3139) 2008 by Autodesk Inc v6 052
Thursday Jun 21 2012
Hyd No. 5
Infiltration Basin-1
Hydrograph type
= Reservoir
Peak discharge
= 1 229 cfs
Storm frequency
= 1 yrs
Time to peak
= 725 min
Time interval
= 1 min
Hyd volume
= 8,328 cuft
Inflow hyd No
= 3 - Post-Dev DA-1
Max Elevation
= 25 04 ft
Reservoir name
= Infiltration Basin
Max Storage
= 2,366 cuft
Storage Indication method used Outflow includes exfltration
Q (cfs)
500
400
200
1 00
so
Infiltration Basin-1
Hyd No 5 -- 1 Year
Q (cfs)
500
400
300
200
1 00
000
0 2
4
6 8 10
12 14 16 18 20 22 24
26
— Hyd No
5
— Hyd No 3
l; ' HIL Total storage used = 2,366 cult
Time (hrs)
is

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD@ Civil 3D@ 2006 by Autodesk Inc v6 052
Thursday Jun 21 2012
Hyd No 5
Infiltration Basin-1
Hydrograph type
= Reservoir
Peak discharge
= 6 713 cfs
Storm frequency
= 10 yrs
Time to peak
= 722 min
Time interval
Inflow hyd No
= 1 min
= 3 - Post-Dev DA-1
Hyd volume
Max Elevation
= 22,414 cuft
= 26 18 ft
Reservoir name
= Infiltration Basin
Max Storage
= 6,697 cuft
Storage Indication method used Outflow includes eAltration
Infiltration Basin-1
Q (cfs) Hyd No 5 -- 10 Year Q (cfs)
1200 1200
1000
1000
800 800
600 600
400 400
200 200
000 000
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Hyd No 5 Hyd No 3 ii ',', -- Y y Total storage used = 6 697 cult Time (hrs)
11

STORMWATER BMP-2
CALCULATIONS
Project Name
B&G Creek Fire Station
Project Number
172-11
Date
20-Jun-12
3rd revision
2nd revision
1 st revision
Za

Water Quality - Drainage Area Data
Project B&G Creek Fire Station
Project No 172-11
BMP No 2
Date 20-Jun-12
Drainage Area 20,101 square feet = 046 acres
Impervious areas
Drainage area to and
Other Drainage Area
Existmg
s
Proposed
s
Change
s
Existing
s
Proposed
Isf1
On -site Buildings
2,177
2,903
726
0
0
On -site streets
0
0
0
0
0
On -site Asphalt
0
0
0
0
0
On -site Concrete
1,148
1,114
-34
0
0
On -site Gravel
0
0
0
0
0
Total off -site impervious
0
0
0
0
0
Total Im ervious
3,325
4,017
692
0
0
Non -impervious areas
Drainage area to pond
Other Draina a Area
Existing
1sfI
Proposed
IsfIs
Change
Existing
s
Proposed
s
On -site grass/landscape
16,776
16,084
-692
0
0
On -site woods
0
0
0
0
0
Other undeveloped
0
0
0
0
0
Total off -site non -impervious
0
0
0
1 0
0
Total non -impervious
16,776
16,084
-692
1 0
1 0
Total Draina a Area
20 101
20,101
0
0
0
Percent Impervious
165
200
34
n/a
n/a
Notes
zI

Water Quality Stormwater Runoff Volume Calculations
Post -Development 15"
Project B&G Creek Fire Station
Project No 172-11
Pond No 2
Date 20-Jun-12
Drainage area
20,101
square feet
Impervious area
4,017
square feet
Rainfall depth
1 50
inches
Percent Impervious
200
percent
R(v)=0 05+0 009*(Percent impervious)
Runoff coefficient - R(v) 023 in/in
Runoff volume=(Design rainfall)*(R(v))*(Drainage area)
Runoff volume 57�7c59r,—;'cubic feet
Notes
2Z

Water Quantity Stormwater Runoff Volume Calculations
Pre -Development 3 65"
Project B&G Creek Fire Station
Project No 172-11
Pond No 2
Date 20-Jun-12
Drainage area
20,101
square feet
Impervious area
3,325
square feet
Rainfall depth
365
inches
Percent Impervious
165
percent
R(v)=0 05+0 009*(Percent impervious)
Runoff coefficient - R(v) 020 in/in
Runoff volume=(Design rainfall)*(R(v))*(Drainage area)
Runoff volume °--215,9XJ cubic feet
Notes
z3

Water Quantity Stormwater Runoff Volume Calculations
Post -Development 3 65"
Project B&G Creek Fire Station
Project No 172-11
Pond No 2
Date 20-Jun-12
Drainage area 20,101 square feet
Impervious area 4,017 square feet
Rainfall depth 365 inches
Percent Impervious 200 percent
R(v)=0 05+0 009*(Percent impervious)
Runoff coefficient - R(v) 023 in/in
Runoff volume=(Design rainfall)*(R(v))*(Drainage area)
Runoff volume 1',405 1'�Mcubic feet
Notes
1� oSG�-IZZIIc c�' _' 19`1 ��
24

POND STAGE STORAGE DATA
PERMANENT POOL
Project B&G Creek Fire Station
Project No 172 11
Pond No 2
Date 20 Jun 12
Contour ID
Stage
Area
s ft
Area
acres
Incremental
Area
s ft
Incremental
Area
Incremental
volume
ICU ft
Incremental
volume
acre -in
Cumulative
volume
cu ft
Cumulative
volume
acre in
25
0
4810
0011
4810
00
00
00
00
00
255
05
6310
0014
15 00
00
2780
01
2780
01
26
1
7950
0 018
1640
0 0
356 5
01
6345
02
265
1 5
9730
0 022
1780
00
4420
0 1
1 0765
0 2
27
2
1 1660
0 027
1930
00
5348
0 1
1,6113
03
ZS

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2008 by Autodesk Inc v6 052
Tuesday May 15 2012
Hyd No 8
Pre-Dev Da-2
Hydrograph type
= SCS Runoff
Peak discharge
= 0 350 Cfs
Storm frequency
= 1 yrs
Time to peak
= 11 98 hrs
Time interval
= 1 min
Hyd volume
= 884 cuft
Drainage area
= 0 460 ac
Curve number
= 58*
Basin Slope
= 0 0 %
Hydraulic length
= 0 ft
Tc method
= USER
Time of conic (Tc)
= 5 00 min
Total precip
= 3 65 in
Distribution
= Type 11
Storm duration
= 24 hrs
Shape factor
= 484
* Composite (Area/CN) = [(0 080 x 98) + (0 380 x 49)1/ 0 460
Pre-Dev Da-2
Q (cfs)
Hyd No 8 -- 1 Year
050
045
040
035
030
025
020
015
010
005
000
0 2 4
— Hyd No 8
6 8 10 12 14 16 18 20 22 24
a (Cfs)
050
045
040
035
030
025
020
015
010
005
i 0 00
26
Time (hrs)
011

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D8 2008 by Autodesk Inc v6 052
Tuesday May 15 2012
Hyd No 8
Pre-Dev Da-2
Hydrograph type
= SCS Runoff
Peak discharge
= 1 966 Cfs
Storm frequency
= 10 yrs
Time to peak
= 11 97 hrs
Time Interval
= 1 min
Hyd volume
= 3,974 cuft
Drainage area
= 0 460 ac
Curve number
= 58*
Basin Slope
= 0 0 %
Hydraulic length
= 0 ft
Tc method
= USER
Time of conc (Tc)
= 5 00 min
Total precip
= 6 85 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
* Composite (Area/CN) = [(0 080 x 98) + (0 380 x 49)] / 0 460
Q (Cfs)
200
1 00
Pre-Dev Da-2
Hyd No 8 -- 10 Year
Q (Cfs)
200
1 00
000 ' ' 1 000
0 2 4 6 8 10 12 14 16 18 20 22 24 26
— Hyd No 8
Time (hrs)
Z-7 -

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3133) 2008 by Autodesk Inc v6 052
Tuesday May 15 2012
Hyd No 10
Post-Dev DA-2
Hydrograph type
= SCS Runoff
Peak discharge
= 0 392 cfs
Storm frequency
= 1 yrs
Time to peak
= 11 98 hrs
Time interval
= 1 min
Hyd volume
= 955 cuft
Drainage area
= 0 460 ac
Curve number
= 59*
Basin Slope
= 0 0 %
Hydraulic length
= 0 ft
Tc method
= USER
Time of conc (fc)
= 5 00 min
Total precip
= 3 65 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
* Composite (Area/CN) = [(0 090 x 98) + (0 370 x 49)1 / 0 460
Q (cfs)
050
045
040
035
030
025
020
015
010
005
000
0 2 4
— Hyd No 10
Post-Dev DA-2
Hyd No 10 -- 1 Year
6 8 10 12 14 16 18 20 22
Q (Cfs)
050
045
040
035
030
025
020
015
010
005
000
24 26
Time (hrs)

Hydrograph
Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D9) 2008 by Autodesk Inc v6 052
Hyd No 10
Post-Dev DA-2
Hydrograph type
= SCS Runoff
Storm frequency
= 10 yrs
Time interval
= 1 min
Drainage area
= 0 460 ac
Basin Slope
= 0 0 %
Tc method
= USER
Total precip
= 6 85 in
Storm duration
= 24 hrs
* Composite (Area/CN) = [(0 090 x 98) + (0 370 x 49)] / 0 460
Q (cfs)
300
200
1 00
rIm
0 2 4
— Hyd No 10
Post-Dev DA-2
Hyd No 10-10 Year
Tuesday May 15 2012
Peak discharge = 2 052 cfs
Time to peak
= 11 97 hrs
Hyd volume
= 4,137 cult
Curve number
= 59*
Hydraulic length
= 0 ft
Time of conc (Tc)
= 5 00 min
Distribution
= Type II
Shape factor
= 484
6 8 10 12 14 16 18 20 22 24
Q (Cfs)
300
200
1 00
26
Time (hrs)
2-1

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCADO Civil 3DO 2008 by Autodesk Inc v6 052
Tuesday May 15, 2012
Hyd No 12
Infiltration Basin-2
Hydrograph type
= Reservoir
Peak discharge
= 0 150 cfs
Storm frequency
= 1 yrs
Time to peak
= 12 08 hrs
Time Interval
= 1 min
Hyd volume
= 954 cuft
Inflow hyd No
= 10 - Post-Dev DA-2
Max Elevation
= 25 29 ft
Reservoir name
= Infiltration Basin-2
Max Storage
= 158 cuft
Storage Indication method used Outflow includes exfiHrahon
Q (cfs)
050
045
040
035
030
025
Pi'4H
015
010
005
000 '
0 2 4
— Hyd No 12
Infiltration Basin-2
Hyd No 12 -- 1 Year
6 8 10 12 14 16 18 20 22
— Hyd No 10 I1111 Total storage used = 158 cuft
Q (cfs)
050
045
040
035
030
025
020
015
010
005
000
24 26
Time (hrs)
a

Hydrograph
Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D@ 2008 by Autodesk Inc v6 052
Hyd No 12
Infiltration Basin-2
Hydrograph type
= Reservoir
Storm frequency
= 10 yrs
Time interval
= 1 min
Inflow hyd No
= 10 - Post-Dev DA-2
Reservoir name
= Infiltration Basin-2
Storage Indication method used Outflow includes eAltrahon
Q (cfs)
300
200
1 00
1 11
0 2 4
— Hyd No 12
Infiltration Basin-2
Hyd No 12 -- 10 Year
Peak discharge
Time to peak
Hyd volume
Max Elevation
Max Storage
Tuesday May 15 2012
= 0 430 cfs
= 12 12 hrs
= 4,136 cuft
= 26 66 ft
= 1,248 cuft
6 8 10 12 14 16 18 20 22 24
Hyd No 10 ',Iil [l I _ Total storage used = 1 248 cult
Q (cfs)
300
200
1 00
-- 0 00
26
Time (hrs)
31

Hydrograph Summary Re pr
ydra ow Hydrographs Extension for AutoCAD® Civil 3D® 2008 by Autodesk Inc vfi 052
Hyd
No
Hydrograph
type
(origin)
Peak
flow
lots)
Time
interval
(min)
Time to
peak
(min)
Hyd
volume
(cuff)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
description
1
SCS Runoff
1 436
1
718
3 314
Pre Dev DA 1
3
SCS Runoff
4 145
1
718
8 329
-
-
Post Dev DA 1
5
Reservoir
1 229
1
725
8 328
3
2504
2 366
Infiltration Basin 1
8
SCS Runoff
0 350
1
719
884
-
Pre Dev Da 2
10
SCS Runoff
0 392
1
719
955
Post Dev DA 2
12
Reservoir
0150
1
725
954
10
2529
158
Infiltration Basin 2
Stormwater Calcs_Rev gpw
Return Period 1 Year
Thursday Jun 21 2012 32

2
Hydrograph Summary RePpr ow Hydrographs Extension for AutoCAD® Civil 31318 2008 by Autodesk Inc v6052
Hyd
No
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Hyd
volume
(tuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
description
1
SCS Runoff
6 666
1
718
13 402
-
-
Pre Dev DA 1
3
SCS Runoff
1082
1
717
22 415
-
Post Dev DA 1
5
Reservoir
6 713
1
722
22 414
3
2618
6 697
Infiltration Basin 1
8
SCS Runoff
1 966
1
718
3 974
Pre Dev Do 2
10
SCS Runoff
2052
1
718
4 137
Post Dev DA 2
12
Reservoir
0 430
1
727
4 136
10
2666
1 248
Infiltration Basin 2
Stormwater Calcs_Rev gpw
Return Period 10 Year
Thursday, Jun 21 2012 33

3
Hydrograph Summary ReR?dr owHydrographsExtensionforAutoCAD®Crvd3D(iii2008byAutodesk Inc v6052
Hyd
No
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
Interval
(min)
Time to
peak
(min)
Hyd
volume
(tuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(tuft)
Hydrograph
description
1
SCS Runoff
1596
1
718
32 484
Pre Dev DA 1
3
SCS Runoff
2088
1
717
44,911
Post Dev DA 1
5
Reservoir
2017
1
718
44 910
3
2643
7 895
Infiltration Basin 1
8
SCS Runoff
4 975
1
718
10 061
-
-
Pre Dev Da 2
10
SCS Runoff
5 092
1
718
10 318
Post Dev DA 2
12
Reservoir
0 000
1
n/a
0
10
000
0 000
Infiltration Basin 2
Stormwater Calcs_Rev gpw
Return Period 100 Year
Thursday, Jun 21, 2012 31

DA-1
Pre -Development Runoff Coefficient
Area 1 -
�Area (Ac) =
i
-�
CAl
urve No CN =""
98
"r
Area 2----
Area (Ac)
1 04
Curve No CN-_
� 49 �-
,.-
,Area`3
Area (Ac) =
0 00
Curve No CN =
0
�CTTosrte CN
w Cu`ree No CN =-
61
_
_Y.; y -_ -- _ - _
Area 4-
1 Area (Ac) _' to 00
;'curve No CN' _ 10 i
r'Area 5 1
I Area (Ac). z7,jo 00 ' _
Curve No CN = 0
FArea 6 i
� Area (4c) _ ;_ 0 00
Curve No CN '= `0
I -
- �gOk Geary Ewt
Post -Development Runoff Coefficient
.urve,No CNy
98
wea 2
®"
4rea (Ac)
_ , 0_ 56 __
:urve No-CN
= 49
^f
uga 3�-
�ea (A6)Y,- �_
- 0 00
curve Nod CN
0
Composite CN'_"`- --
,Curve No CN =
w
FArea 4-
'' �_
i Area (Acf -
- ' 0 00 '
CurveNo_bN
CArea 5
Area (Ac)
= 14 0 00
Curve No CN
rArea 6 _
lW
Area (Ac) _ 'to 00 ) -
ICurve No CN
= ° 0
a
35

DA-2
Pre -Development Runoff Coefficient
®
Area (Ac)'
Curve No-CN
0
`Area (Ac) tt l'= `10 38
'_Curve No, CN,,= a 49
Area 3 ,-„ LLr � - -
�LL
-Area (AcJ=�,N=��•O OOo- _
CurveNo CNO=,0
=CompositwCN, 1 ,1
' mn-,y
" CurveNo_CN 58
, �xl ynu
Area 5 • SI�"Iµ b
t- a �_ 4
j Area (Ac)'r
Curve No CN
Area 6
Curve No" CN%<=' 0
�Dk w _Clear .eExR
i M I
Post -Development Runoff Coefficient
vim:; '� r .A yJ Y4r `_ t �it� :'r •t*II - �Y R'
Area
51
, MTl [Area 4 - `-
' Area (Ac)` mArea (Ac)'1I II 0 00
_J tiC11 u`rveNorCN= 198 CurveNo Mi- ,10
y Area 2M. ,,,I
•
Area 5tif
,fir Y;
037
Area (Ac) 000
a Curve No CN�s w 14 9
Curve No: CN ',`=Y 0
Area 3• s-_ „ . _
Area 6 w -
!
1 Artie (Al jl " y , 0 00
Area (Ac) 0 00
t Curve No CN 0
Curve No CN = 0 5
�-
P
,'[Composite CN
� i
(
I"
' 4xIHIN
. �j
Curve W6,CN'=
59
"
x
r
,5 cr

Precipitation Frequency Data Server
Page 1 of 4
NOAA Atlas 14, Volume 2, Version 3
Location name Newport, North Carolina, US* ,
Coordinates 34 7263, -76 9430
Elevation 21ft*
'source Google Maps
POINT PRECIPITATION FREQUENCY ESTIMATES
G M Bonnin D Mann B Lm T Parzybok M Yekta and D Riley
NOAA National Weather Service Silver Spring Maryland
PF tabular I PF oraohlcal I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% cnnndcncu init,zolc
Duration
5 min](0
10-min
15-min
30-min
60-min
2-hr
3-hr
6-hr
12 hr
24 hr
2-day
3-day
4-day
7-day
10-day
20-day
30
45-day
60-day
�2
aa4-01522)
0768
(0709 0834
(0888--1104
(121-143
(15ji 1--1178
2 02
(1 85-2 21)
(p 0072 42)
265
(2 40-2 96)
(2 3'3 54)
13 5
(3 34-4 04)
4 23
(385-470)
451
(4 11-4 98)
47B
(438-526)
554 )
(509-606
628
(579-685)
845
(7 86-9 13)
103
(966-111)
(12 0213 8)
7-1 )
(14 7-i 6 7
0565
(0 521-01
03
0833! B0
1%181)
105'1123
145-170
182 213
2 45
(2 25-2 68)
(2 282 93)
3 20
(2 90-3 59) 1
(3 28429
444
(4 O6 4 92)
5 12
(466-569)
546
(4 98-6 03)
580
(531-637)
(6146937 )
73
(694-821)
101 )
(9 37-10 9
(1162 92 )
14 5 2 -
(173- 97 )
5
(0 6 0 706)
—1
(09610513)
(1 23243
(1 38203)
2-41
(221-261)
3 07
(2 81-3 36)
3-331
(3 04-3 68)
4 04
(3 64-4 52)
(4 2-5 44)
575
(5 25-6 34)
6 58
(597-731)1
698
(6 35-7 71)
738
(674-611)
841
(770-919)
)34
(859-102)
(114-132 )
148
(138-159)
(17 0- 9 6)
218
(20 4-23 3)
Average
10
(0 6�5-07 96)
108'127)
(13749fi1)
198-233
(258--3304)6-7
3 65
(3 33-3 98)
(3 62--44 40)
4 84
(4 36-5 42) 11
(5 1986 55
685
(6 22-7 55)
784
(707-869)
827
(7 49-9 12)
869
(791-955)
983
(898-107)
708
(993-118)
140
(13 0-15 2)
1 88
(156-180)
19 2-22 2)
245
(22 8-26 1)
recurrence
25
(0 7580 897)
(1213143)
(153-4
(227-268)
3023057)
4 42
(4 01-4 81)
(4 4185 37)
5 95
(5 32-6 64)
(6 37'8 08)
849
P 65-9 35)
9 73
(871-108)
102
(9 15-11 2)
1 66
(958-116)
119 )
(108-130
130 )
(118-141
166
(15 3-17 9)
195
(181-210)
(22 3-25 9)24
281
(26 2-30 0)
Interval ears
50
(0 8251�0 981)
(1314,'6
1668198 11
275
(251-298
3407404
510
(4 60-5 55)
(5 1g 76 26)
% 6
1 (6 18-7 76
(7 43 9 48)
991
(8 815-10 9)
11 a
1 (101-126)
118
(10 5-13 0)
122
(110-134)
(123-149 )
(13 a4 61 )
186
(17 1-20 2)
21 7
(201-234)
242628 9) -IF27
310
(28 7-33 1
100
(0 889�-%1 06)
(141 -%169)
(179213)
2740327)
3 415
5 80
5 21-6 32)
5 8557 21)
8 04
(7 09-8 94)
(8 5681 0)
115
(10 2-12 6)
13 2
If16-146)
136
(12 0-15 0)
140
(124-154)
/54
(138-169)
167
(150-182)
208
(18 9-22 6)
240
(220-259)
2932 1)
339
(31 3-36 3)
200
(O 849%1 14)
(1 06181)
(1 O'229)
(296 26
(41461
656
(5 85-7 15)
752
(6 63-8 25)
24 9
IS 07-10 3
(9 80- 2 7)
132
(11 6-14 5)
15 3
(133-170)
156
(13 6-17 3)
159
(140-176)
174
(154-191)
187 )
(167-205
231
(20 8-25 2)
283
(240-285)
(293235 4
368 )
(33 8-39 6
o
(1 03 525)
1628198)
(2 04�2 49)
3 5-396
4 522
764
(6 74-8 35
(7 699 79)
110
(9 46-12 2)
11 8 15 3)
158 )
(13 6-17 5
18 a
(157-206)
187
(16 0-20 7)
189
(163-209)
203
(177-224)
218 )
(190-238
264 )
(23 4-28 9
295
(266-321)
(333740 2
( 408 )
37 1-44 2
1000
(1 092334)
(172 211)
(2164265)
(3 98430)
5097627
( 8 59 1
7 52-9 41
(8 7 0 11 2)
12 6
(10 7-14 0)
71
(13 2517 6)
( 181 )
15 3-20 1
21 1
(177-238)
213
(18 0-23 9)
215
( 183-240)
228 )
(196-253
( 241 )
209-267
( 291 )
25 5-31 9
321 )
(286-350
(35 8-44 1)
( 440
39 6-47 8)
Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS)
umbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval The probability that precipitation frequency estimates (for a
wen duration and average recurrence Interval) will be greater than the upper bound (or less than the lower bound) G 5% Estimates at upper bounds are not
necked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values
lease refer to NOAA Atlas 14 document for mitre mfn..t,nn
37
http //hdsc nws noaa eov/hdsc/Dfds/Dfds ormtnaee html?lat=94 7?61kinn_-7A 94'An9rrInt 1 nnv,)ni l

Precipitation Frequency Data Server
Page 1 of 4
NOAA Atlas 14, Volume 2, Version 3 �,
Location name Newport, North Carolina, US' /
Coordinates 34 7263, -76 9430 3
Elevation 21tt•
source Google Maps
POINT PRECIPITATION FREQUENCY ESTIMATES
G M Bonnin D Mama B Lin T Parrybok M Yekta and D Riley
NOAA National Weather Service Silver Spring Maryland
PF tabular I PF graOhleal I Maps & aerials
PF tabular
PDS-based
point
precipitation
frequency
estimates
with 90% confidence
intervals
(ln Inches/hour)'
Duration
Average
recurrence
Interval(
are
1
5
10
25
50
100
200
500
1000
5 min
577
(5 33-6 26)
678
(6 25-7 34)
782
(7 20-8 47)
881
(8 10-9 55)
995
10-10
109
118
127
148
(9 8)
(9 90-11 8)
(10 7-12 7)
(11 4-13 7 )
(123-80 )
(13 1-16 1)
10 min
461
(4 25-5 00)
542
(5 00-5 B8)
627
(5 77-6 79)
704
(6 47-7 fi4)
793
24-8
865
935
100
109
116
(7 57)
(7 88-9 37)
(8 48-10 1)
(9 02-10 9)
(9 73-11 9)
1 (10 3-12 7)
15 m1n
(354--4417)
(419--4492
(4 62972)
(5 6--6644)
(61277024)
(fi 6637091)
-1994)
(71M3)
(7594914)
(019
(862�06)
30 min
2 63
(2 43-2 86)
3 14
(2 89-3 40)
3 75
(3 45-4 07)
4 30
96-4 66)
4 96
5 50
6 03
6 57
72 8
7 89
7 8
(3
(4 53-5 37)
(5 01-5 96)
(5 47-6 53)
(5 91-7 12)
(6 50-7 91 J
(6 59 )
60 min
l 65-4-1
0 51-1 78) 1
197
(1 82-2 13)
F 241
(2 21-2 61)
280
(2 SB-3 04)
330
373
415
461
522
576
(3 02-3 57)
(3 40-4 04)
(3 77-4 50)
(4 14-4 99)
(4 66-5 67)
1 (5 09-6 27)
2 hr
1 01
(0926-111)
1 23 )
(112-134
(1 ; 54�
)
1 83
(167-199)
2 21
(201-241)
2 55
(232C 278)
2 90
261-316)
328
382
430
(293-358
(3 37-4 17)
(3 76-4 71 )
3hr
0 729
(0665-0805)
0 882
(0805-0974)
1 11
(101-123)
1 33
(121-147)
1 63
(147-179)
1 90
(170-209)
2 19
2 50
2 96
3 38
(195-240)
(221 -275)
(256-326)
(291-373)
6-hr
0 442
(0400-0494)
0 534 )
(048 0599
( 0 674
0609-0755)
0 808
(0728-0905)
0 994
(0889-111)
1 16
If 03-130)
1 34
1 54
72)
184
210
(11B-149)
(135-1
(158-204)
(179-234)
0 260
O 315
0 400
0 482
0 596
0 702
0 816
12 hr
(0 235-0 294)
(0 284-0 356)
(0 359-0 451)
(0 431-0 544)
(0 528-0 671 )
( 0 617-0 787 )
( 0 710-0 913)
0 944
(0 013-1 O6)
1 13
(0 961-1 27)
1 31
(1 09-1 46)
24-hf
0152
(0 139-0 168)
0 785
(0 169-0 205)
0239
(0 219-0 264)
0285
(0 259-0 315)
0 354IF-0-4
(0 319-0 389)
13
(0 369-0 454)
0 476
(0 423-0 526)
0 551
481-0
0 660
0 754
0 088
0 107
0 137
0 163
0 203
(0 606)
(0 566-0 729)
(0 637-0 937)
2 day
(0 080-0 098)
(0 097-0 119)
(0 124-0 152)
(0 147-0 181)
(0 182-0 224)
O 237
(0 210-0 262)
0275
(0 242-0 305)
0 319
(0 276-0 354)
0 384
(0 326-0 428)
0 440
(0 368-0 495)
0 063
0 076
0 097
0 115
0 141
3-dey
0164
0189
0 217
0 259
0 296
(0 057-0 069)
(0 069-0 084)
(0 088-0 107)
(0 104-0 127)
(0 127-0 156)
(0 146-0 181)
(0 167-0 209)
(0 189-0 240)
(0 222-0 288)
(0 250-0 332)
0 O50
0 O60
0 077
0 091
0110
0 127
4day
(0 046-0 055)
(0 055-0 066)
(0 070-0 084)
(0 082-0 099)
(0 100-0 121)
(0 114-0 140)
0 146
(0 130-0 160)
0/66
(0 146-0 183)
0197
(0 170-0 218)
0224
(0 191-0 250)
0 033
3
04
0 040
0 O50
0 058
0 077
0 O81
7-da
(0 030 036)
(0 00 044)
(0 046-0 055)
(0 053-0 064)
(0 064-0 077)
(0 073-0 088)
0 092
(0 082-0 101)
0104
(0 092-0 114)
0 121
(0 105-0 133)
0 135
(0 116-0 150)
0 026
0 031
0 039
0 045
0 054
10 day
(0 024-0 029)
(0 029-0 034)
(0 036-0 092)
(0 041-0 049)
(0 049-0 059)
0 067
(0 056-0 067)
0 069
(0 062-0 076)
0 078
(0 069-0 085)
O 090
(0 079-0 099)
0100
(0 087-0 111)
0 078
0 027F
0 026
0 029
0 035
0 039
20 day
(0 016-0 019)
(0 020-0 023)
(0 024-0 028)
(0 027-0 032)
(0 032-0 037)
(0 036-0 042)
0 043
(0 039-0 047)
0 048
(0 043-0 052)
0 055
(0 049-0 060)
0 061
(0 053-0 067)
o074
0077
0021
0023
0027
0030
30 day
0033
0037
00a1
0044
(0 013-0 015 )
( 0 016-0 01 B)
(0 019-0 022 )
( 0 022-0 025)
(0 025-0 029)
(0 026-0 032)
(0 031-0 036)
(0 033-0 040)
(0 037-0 045 )
( 0 040-0 049 )
0 012
0 O7 a
0 017
0 019
0 022
45 day
(0011 -0013)
(0013-0015)
(0 Ot6-001 B)
(0018-0021)
(0021 -0024)
0 025
()023-0027)
0 028
(0025-0030)
0 030
(0028-0033)
0 034
(0031-0037)
0 037
(0033-0041)
0011
0013
0015
0017
0020
0022
60 day
(0 010-0 012)
(0 012-0 014)
(0 014-0 016)
(0 Oi 6-0 018)
(0 018-0 021)
(0 020-0 023)
0024
(0 022-0 025)
0026
(0 023-0 028)
0028 )
(0 026-0 031
( 0031 )
0 027-0 033
Precipitation frequency (PF) estimates in this table are based on frequency analysis of pamal duration sense (PDS)
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval The probability that precipitation frequency estimates (for a given
duration and average recurrence Interval) will be greater than the upper bound (or less than the lower bound) is 5% Estimates at upper bounds are not checked against
probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values
Please refer to NOAA Atlas 14 document for more information
so
http //hdsc nws noaa eov/hdsc/Dfds/Dfds nrintnaoe htmMat-94 77F11Arinn=-7F, Qd4nkr1ttt lnncil)nl 1

FR ED D SMITH SOIL CONSULTING, gt`JC
October 14, 2011
Ms Patty Hilburn, PLS
Pabst & Hilburn, PA
911 Paverstone Drive
Suite E
Raleigh, NC 27615
Subject Report of a Soil Evaluation for Stormwater Treatment
Gales and Broad Creek Fire Station
Hwy 24
Dear Ms Hilburn,
This letter concerns the sod evaluation I performed at the above mentioned site You authorized
me to perform a sod evaluation of the surface sods on the site to determine the depth to the
`seasonal high water table', and to perform in -situ sod permeability testing at the site
You provided me with site drawings that show the existing and planned buildings The site
currently is occupied by a parking lot for the fire station I understand that the fire station will
have an addition built
My work consisted of hand auger borings to observe and describe physical properties such as
texture, color, structure, consistency, depth to seasonal or perched groundwater, parent
material, and restrictive horizons The soils are described into the USDA soil classification
system
The sod is formed from wind blown and marine deposits of sediments
Hand augers in stormwater and area
Honzon/Depth
inches
Texture
Color and description
Fill A/ 0-18
Sand
Reddtsh ellow and gray, loose , single grain
Cl / 18-30
Sand
Pinkish 5YR 7/2 , loose dry, single grain
C2/ 30-41
Sand
Pinkish white (5YR 8/2), loose , single in
C3/ 41-46
Sand
Dark reddish brown (5YR 3/4) loose dry, single gram, not
cemented
C4/ 46-78
Sand
Brown (7 5YR 4/4) and light brown (7 5YR 6/4), loose dry, single
grain
C5 / 78-92
1 Sand
1 Dark brown 7 5YR 4/2 moist very friable
C6/ 92+
I Sand
I Wet capillary fringe
Office/Mobile [phone]
Post Office Box 1175 - Nashville, North Carolina 27856

The soils are deep sands that do not exhibit any cemented layers or cementation of sand grams
(or shallow seasonal water tables) which are typical in the area
Groundwater was encountered below about 92 inches beneath the surface The seasonal high
water table at this site is about 78 inches beneath the surface where soil moisture significantly
increased Gray colors that are indicative of seasonal water tables were present at this depth
The soil permeability of the soil layers at the site was measured using an Aardvark Soil
Permeability The Aardvark Permeameter maintains a constant head of water in a bore hole
The rate of water movement is measured over time The results are entered into an Excel
spreadsheet program that computes the permeability value in inches per hour
The Aardvark field forms are attached The test results are presented below The approximate
locations of all borings and tests are shown on the accompanying drawing
Prior to beginning the tests, the bore hole was allowed to soak for about 15 minutes This is to
fill the soil pore spaces around the boring so that saturated hydraulic conductivities are
measured
Soil Permeability for stormwater (SW)
Location
Test Depth
(mches)
Test Results
(inches per hour)
Safety factor
(10% of Ksat
S W 1
55
71 6
7 2 mches/ hour
SW2
65
607
6 1 mches/ hour
SW3
78
359
3 6 mches/ hour
The above saturated hydraulic conductivity rates are average rates I suggest that a
safety factor be used for design purposes Generally, the academic and regulatory
community agrees with usmg 10% of average conductivity for a safety factor In
addition, the column on the attached permeability field report forms shows a `Design
Loadmg Rate in gallons per square foot per day' that has a 10% safety factor
Thank you for selecting me to assist you with this project Please contact me if you have
questions or need additional information
Cordially,
,4� ��
Fred D Smith
Licensed Soil Scientist
OfficelMobile [phone]
Post Office Box 1175 — Nashville, North Carolina 27856
40

rCrwlduvn or r%sat Kates using garavarK boll Permeameter Pere Rate minlin Ksat.7/•6m1hr
JLR gdsf
Site New Port Fire Station
Date 10/13/2011 Operator fds Boring Number 1
Soil Series Soil Horizon Boring Depth (in) 55 In
Diameter of Hole(in) Water Column Height (in) 0 Head Conversion Factor (HCF) 05
Boring Conversion Factor (BCF) 2 25 Design Loading Rate - Ksat'14 98'safety factor of 0 05 to 0 6 system dependent
Boring Conversion Factor (BCF) = (rad)squared/5 06 for Aardvark Reservoir
BCF of 4 in auger is 4 25 in diameter boring = 1
BCF of 3 25 in auger is 3 5 in diameter boring = 165
BCF of 2 75 in auger is 3 0 in diameter boring = 2 25
Head Conversion Factor (HCF) = Water Column Ht inches / 6 inches, or Htcm/15cm
Example is 3 5in boring with 7 in water column in boring, 0 5 in head drop over 45 minutes
in a structureded clay loam soil
F Value (Radcliffe and West, 2000)
Borehole diameter
Texture
3 5 in
1 4 0 in
3 0 in
Sands
0 107
0 124
009
Structured loams and clays
0 082
0 096
0 068
Unstructured
loams and cla
0 048
0 057
0 041
Time TO
Time x
Time
Hours
Reservoir
Reservoir
Reservoir
Percolation
BCF
HCF
Percolation
F value
Kest
Design Loading
2400 hours
2400 hours
Elapsed
Elapsed
Reading, in
Reading in
Change
Rate min/in)
Rate
from table
= F(1/P)
Rate gdsf
tl
t+1
(t1+1)-b
W80min/hr
hi
h+1
(h+1)-hl
dt/dh
Ad usted
with a 0 10
dt
dh
P'HCF)/BCF
Safety Factor
Initial
next
initial
next
P
Adj P
of Ksat
min
hr
in
in
in
min/in
minAn
In/hr
gdsf
Example 08 00
845
45
075
145
14
0 5
90
225
1 17
47
0 082
Oil
016
1000
1001
1
0016667
149
118
31
0 322580645
225
05
0
009
7533
22539
1001
1002
1
0016667
118
8 7
31
0322580645
225
05
0
009
7533
22539
1002
1003
1
0016667
87
58
29
0344827586
225
05
0
009
7047
21085
1003
1004
1
0 016667
58
27
31
0322580645
225
05
0
0 09
75 33
22539
10 04
1005
1
0016667
11 2 7
0
27
037037037
225
05
0
009
6561
19631
0016667
0
#VALUE/
225
05
#VALUgo
009
#VA UEI
#VALUE/
0016667
0
#VAL Er .225.
05
#VALU0
09
#VALUEi
#VALUE/
0 016667
0
#VALUE/ 12251
05
#VALU0
09
#VALUE/
#VALUE/
0 016667
#VALUE/
#VALUEi
#VALU0
09
#VALUE/
#VALUE/
STEADY STATE ARITHMETIC
AVERAGE
of last 3 readings
99
296
Pedon Desgn tion
Depth lHorizon
Color
Texture
Structure
Horizon Notes
Site Notes

vercolation or tcsat Rates using Aardvark 5011 Permeameter
Perc Rate, min/in
IKsat (;G„an/hr JLR gdsf
Site New Port Fire Station
Date 10/13/2011 Operator fds Boring Number 2
Soil Series Soil Horizon Boring Depth (In) 65
Diameter of Hole(in) Water Column Height (in) 0 Head Conversion Factor (HCF) 05
Boring Conversion Factor (BCF) 2 25 Design Loading Rate - Ksat'14 96•safety factor of 0 05 to 0 5 system dependent
Boring Conversion Factor (BCF) _ (rad)squared/5 06 for Aardvark Reservoir
BCF of 4 in auger is 4 25 in diameter boring = 1
BCF of 3 25 in auger is 3 5 in diameter boring = 165
BCF of 2 75 in auger is 3 0 in diameter boring = 2 25
Head Conversion Factor (HCF) = Water Column Ht inches / 6 inches, or Htcm/15cm
Example is 3 5in boring with 7 in water column in borng, 0 5 in head drop over 45 minutes
in a structureded clay loam soil
F Value (Radcliffe and West, 2000
1 Borehole diameter
Texture
3 5 in
1 4 0 in
3 0 in
Sands
0 107
0 124
009
Structured loams and clays
0 082
0 096
0 068
Unstructured
loams and cla
0 048
0 057
0 041
Time TO
Time x
Time
Hours
Reservoir
Reservoir
Reservoir
Percolation
BCF
HCF
Percolation
F value
Kest
Design Loading
2400 hours
2400 hours
Elapsed
Elapsed
Reading In
Reading in
Change
Rate (min/In)
Rate
from table
= F(1/P)
Rate gdsf
Ill
t+1
(11+1) b
dt/60min/hr
hi
h+1
h+1 -hl
dt/dh
Adjusted
with a 0 10
dt
dh
(P•HCF)/BCF
Safety Factor
initial
next
Initial
next
P
Adj P
of Ksat
min
hr
in
In
In
min/in
min/in
Example 08 00
845
45
075
145
14
05
90
225,
117
47
0 082
Oil
10 00
1001
1
0016667
155
124
31
0322580645
225
05
0
009
"33225
91001
1002
1
0016667
124
85
39
0256410256
225
05
0
009
51002
1003
1
0016667
85
64
21
0476190476
225
05
0
009
1003
1004
1
0016667
64
4
24
0416666667
225
05
0
009
9
10 04
1005
1
1 0016667
4
1
3
0 333333333
225
05
0
009
7290
21812
0 016667
0
# ALUEI
2 25 1
05
#VALUE'
009
#VALUEI
#VALUEI
0016667
0
#VAL VEI
225
05
#VALUE'
009
#VALUEI
#VALUEI
0016667
1
0
#VALUEI
225
53
#VALUE'
0 09
#VALUEI
#VALUEI
0016667
1
1 J#VALUEI
#VALUE'
#VALUEI
009
#VALUEI
#VALUEI
STEADY STATE ARITHMETIC
AVERAGE
of last 3 readings
0
93
279
Pedon Description
Depth
Horizon
Color
Texture
Structure
Horizon Notes
Site Notes

r-elcula[Iull ur moat mates using NaravarK son vermeameter I Perc Rate min/in Ksat3Sq inlhr JLR gdsf
Site New Port Fire Station
Date 10113/2011 Operator fds Boring Number 3
Soil Series Soil Horizon Boring Depth (in) 78
Diameter of Hole(ln) Water Column Height (in) Head Conversion Factor (HCF) 05
Boring Conversion Factor (BCF) 2 25 Design Loading Rate - Ksat•14 96"safety factor of 0 05 to 0 6 system dependent
Boring Conversion Factor (BCF) _ (rad)squared/5 06 for Aardvark Reservoir
BCF of 4 in auger Is 4 25 in diameter boring = 1
BCF of 3 25 in auger is 3 5 in diameter boring = 165
BCF of 2 75 in auger is 3 0 in diameter boring = 2 25
Head Conversion Factor (HCF) = Water Column Ht inches / 6 inches, or Htcm/15cm
Example is 3 5in boring with 7 in water column in boring, 0 5 in head drop over 45 minutes
in a structureded clay loam soil
F Value (Radcliffe and West, 2000)
Borehole diameter
Texture
3 5 in
4 0 in
1 3 0 in
Sands
0 107
0 124
009
Structured loams and clays
0 082
0 096
0 068
Unstructured
loams and clay
0 048
0 057
0 041
Time TO
2400 hours
Time x
2400 hours
t+1
Time
Elapsed
(t1+1)_h
Hours
Elapsed
dtl60min/hr
Reservoir
Reading, in
hl
Reservoir
Reading In
h+1
1 Reservoir
Change
(h+1)-hi
Percolation
Rate (min/in)
dt/dh
BCF
HCF
Percolation
Rate
Ad usted
F value
from table
Kest
= F(1/Ptl
dln
0dt
dh
(P-HCF)BCF
MRatagdsf
torInitial
next
Initial
next
P
Ad P
Example 08 00
845
min
45
hr
075
in
145
m
14
in
05
minhn
90
225
1 17
minfin
47
0 082
in/hr
011
0 16
1000
1001
1
0 016667
15 3
136
15
0 666666667
2 25
05
0
009
3645
10906
10 01
10 02
1
0 016667
138
121
17
0 588235294
2 25
05
0
0 09
41 31
12360
1002
1003
1
0 016667
121
108
13
0 769230769
2 25
0 5
0
0 09
31 59
9452
1003
1004
1
0016667
108
92
16
0 625 1225
05
0
0 09
38 88
11633
1004
10 05
1
0 016667
92
76
16
0 625
225
05
0
0 =9
77 88
11633
1
0016667
76
62
14
0 714M225
0
009
3402
101 79
1
0016667
62
46
16
0
0
0 09
38 88
116 33
1
0016667
4 6
33
13
0 769
0
009
31 59
9452
0016667
#VALUEI
#V#VALUEI
009
#VALUEI
#VALUEI
STEADY STATE ARITHMETIC
AVERAGE
of last 3 readingsp
qg
148
Pedon Description
Depth
Horizon lColor
ITexture
Structure lHorizon
Notes
On& n10[65 _--

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BROAD AND GALES CREEK FIRE
DEPARTMENT ADDITION
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POST-DEVELOPMENTLLrF
STORMWATER DRAINAGE AREA MAP
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Pusey, Steven
From Pusey, Steven
Sent Thursday, June 14, 2012 5 38 PM
To 'Patty E Hilburn'
Subject RE B&G Creek Fire Dept
Importance High
Patty,
Upon final review, we have a couple issues that need to be resolved
I need for you to revise your calculations for determining storage volume because it is unclear in your May 15 Submittal
of the "Design Narrative and Supporting Calculations " In this document, you show the following data on your
infiltration basin 1 supplement Minimum required volume 5,015 cf, Volume provided 5,720 cf Your calculations
show a post runoff volume of 10,710 cf and your stage -storage data shows a cumulative storage volume of 5,735 cf
What is the pre runoff volume? The required storage volume is equal to the difference between the post and pre runoff
volumes The same philosophy applies to Infiltration basin 2 Please revise and resubmit this part of your submittal for
basins 1 & 2
Also, please fill out the infiltration basin supplements with the correct data and submit them separately from your
design narrative and calculations package
We need your submittal like yesterday, but I will give you until next Thursday, June 21 Please advise if more time is
needed
Much thanks,
Steve
From Patty E Hilburn [madto phdburn@pabsthdburn com]
Sent Tuesday, June 05, 2012 2 57 PM
To Pusey, Steven
Subject. RE B&G Creek Fire Dept
Well, I put the signed O&M agreement for basin #2 in the mail today but, forgot to put pages 4 & 5 of the application in
theenvelope Aaaaaahhhhhh'
Putting it in the mail now you will probably get it on Thursday
Thanks,
Patty E Hilburn, PLS
Pnncipal
911 Paverstone Drive, Suite E
Raleigh, N C 27615
Office [phone] Fax [phone]
Cell [phone]
Email philburn@pabsthdburn com
Website www oabsthdbum com

n
� r
r

P PABST & H/LBURN, PA
'..' ENGINEERING 6 CONSULTING
ATTENTION The contents of this message including all attachments are from Pabst & Hilburn PA and are proprietary and confidential to the intended
recipient If you have received this message in error you are not authorized to read, copy or manipulate any part of the correspondence or attachments
m any manner Please notify the sender and delete all copies of this message and its attachments immediately
From. Pusey, Steven [mailto Steven ouseyOncdenr aovl
Sent Tuesday, May 29, 2012 10 31 AM
To Patty E Hilburn
Subject. RE B&G Creek Fire Dept
OK Yes, I lust need the one for basin #2
Can you also send the original of revised pages 4 & 5 of the application?
Steve
From Patty E Hilburn [mailto philburn(ftabsthilburn coml
Sent Tuesday, May 29, 2012 10 28 AM
To Pusey, Steven
Subject. RE B&G Creek Fire Dept
Steve,
I sent you the original for Basin #1 at the 1`t submittal I'll have the fire Dept sign another for Basin #2 and get it to you
ASAP
Thanks,
Patty E. Hilburn, PLS
Principal
911 Paverstone Drive, Suite E
Raleigh, N C 27615
Office [phone] Fax [phone]
Cell [phone]
Email philburn@pabsthilburn com
Website www pabsthilburn corn
Pi..a lj PABST & H/LBURN, PA
If ENGINEERING 6 CONSULTING
ATTENTION The contents of this message including all attachments are from Pabst & Hilburn PA and are proprietary and confidential to the intended
recipient If you have received this message in error you are not authorized to read copy or manipulate any part of the correspondence or attachments
m any manner Please notify the sender and delete all copies of this message and its attachments immediately

P PABST A FIILBURW, FA
ENGINEERING 8 CONSULTING
LETTER OF TRANSMITTAL
To NCDENR - Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
911 Paverstone Drive, Ste E
Raleigh, NC 27615
Office 919 948 4399
Fax [phone]
Date 6/13112
Re Broad & Gales Creek Fire Dept Addition Job No 172-11
I am sending you the following item(s)
DESCRIPTION
©®_
Revised Sheet C-1
These are transmitted as checked below
❑
As requested
❑
For your use
®
For approval
Cl
For Signatures
❑
For review and comment
❑
For Submittal
Remarks
Do not hesitate to call if you have any questions or need additional information Thank you
Copy to File Signed`= ` 1 `
Patty E Hilbum, PLS

10?—Ji a^ 1
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P PASST'9 HILB RAf, PA
H ENGINEERING 8 co SULTfNG
LETTER OF TRANSMITTAL
To NCDENR - Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re Broad & Gales Creek Fire Dept Addition
I am sending you the following item(s)
These are transmitted as checked below
911 Paverstone Drive, Ste E
Raleigh, NC 27615
Office 919 848 4399
Fax [phone]
Date 6/05/12
Job No 172-11
❑
As requested
❑
For your use
®
For approval
❑
For Signatures
®
For review and comment
❑
For Submittal
Remarks
not hesitate to call if you have any questions or need additional information Thank you
Copy to File Signed+-. /
Patty E Hilburn, PLS

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Pusey, Steven
From Pusey, Steven
Sent Tuesday, May 29, 2012 9 36 AM
To 'Patty E Hilburn'
Subject RE B&G Creek Fire Dept
Patty,
Thanks for your explanation The calculations work outl
Now, I just need a couple more things The revised pages 4 & 5 of the application are copies Please submit the initialed
original of these pages Also, I need the signed original of the Infiltration Basin O&M Agreement for Basin 2
Regards,
Steve
From Patty E Hilburn [mailto philburn@pabsthilburn com]
Sent Friday, May 25, 2012 4 03 PM
To Pusey, Steven
Subject RE B&G Creek Fire Dept
You tool We'll work it out
Thanks,
Patty E Hflbum, PLS
Principal
911 Paverstone Drive, Suite E
Raleigh, N C 27615
Office [phone] Fax [phone]
Cell [phone]
Email philburn@pabsthilburn com
Website www Pabsthilburn com
&_I�j�!tT&J�ILCBURNPA
ONSUt77NG
ATTENTION The contents of this message including all attachments are from Pabst & Hilburn PA and are proprietary and confidential to the intended
recipient If you have received this message in error you are not authorized to read copy or manipulate any part of the correspondence or attachments
in any manner Please notify the sender and delete all copies of this message and its attachments immediately
From, Pusey, Steven [mailto steven pusey@ncdenr cloy]
Sent Friday, May 25, 2012 4 01 PM
To Patty E Hilburn
Subject RE B&G Creek Fire Dept
Thanks, I'll get back with you next week

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P PABST & HILBURN, PA
H ENGINEERING 8 CONSULTING
May 16, 2012
Mr Steve G Pusey
Environmental Engineer
NCDENR — Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
911 Paverstone Drive, Suite E
Raleigh, NC 27615
Office 919 848 4399
Fax [phone]
P&H Project 172-11
RE Responses to Stormwater Review Comments — SW8120218
Broad & Gales Creek Fire Department Addition
Dear Mr Pusey
Please find below responses to stormwater review comments dated March 29, 2012
✓1 A detailed summary table has been of all BUAs have been added to application
and plans
/2 Carteret County Building Inspection Department could not find record of permits
for the existing buildings However, the County Environmental Health
Department did have record of septic permits Please accept the septic permits
as proof of when the existing buildings were constructed
v/ 3 Drainage Area Maps are included in the Design Narrative and Calculation book
Drainage areas are also shown on Sheet C-4
V/4 All low-lying areas are now picked up by a BMP A second infiltration basin was
/ added behind the existing buildings
V 5 All BUA after 1988 drainage areas have been directed to a BMP Floor drains are
/will be connected to the sewer Roof drains are along the front and back
corners of each building
Infiltration basins are sized to capture the 3 65" rainfall event The Simple
Method was used to determine which was larger, 15 inch or 3 65 inch rainfall
ECEIVE
MAY 17 2012
BY

•� i
event, however, NRCS (SCS) Method was used to determine actual volumes for
the 3 65" rainfall event
/07
As previously discussed, a vegetated filter strip is not required if the BMP holds
�—' / the 10-year storm Both BMPs handle the 10-year storm
✓ 8 Forebays are included in volume calculations
v" 9 Drainage basin has been verified This site is located in the White Oak Basin
/10 So noted All forms and plans have been updated due to revisions
Please do not hesitate to contact me if you need additional information in order to
expedite this process
Sincerely,
PABST & HILBURN, PA
Patty E Hilburn, PLS
Principal
Enclosure
2

PAeST 8 raxeuRw, Pa
ENGINEERING &CONSULTING
PH
LETTER OF TRANSMITTAL
To NCDENR - Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re Broad & Gales Creek Fire Dept Addition
Stormwater Permit Submittal — Revised 2nd
I am sending you the following items)
911 Paverstone Drive, Ste E
Raleigh, NC 27615
Office 919 948 4399
Fax [phone]
Date 5/16/12
Job No 172-11
COPIES
DATE
NO
DESCRIPTION
2
5/16/12
Revised Plans
1
5/16/12
Revised Design Narrative and Calculations (Includes Sod Report)
2
Revised Stormwater Management Permit Application
2
Infiltration Basin Supplements (Included in Narrative and Calculations)
1
Written Responses to Comments
1
Environmental Health Department — Septic Permits (Proof of when
ewsting buildings were constructed)
These are transmitted as checked below
❑ As requested ❑ For your use
ECEIVE
® For approval ❑ For Signatures9
® For review and comment ElFor Submittal MAY 171012
��_
Remarks BY
Steve, Please replace the replace documents submitted to your office on 6/16112 with the enclosed
documents You will need to keep the O&M Agreement for BMP-2 submitted on 5/16112 Do not
hesitate to call if you have any questions or need additional information �an�kyou�
Copy to File Signed'
Patt Hilburn, PLS
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Form " HB-296 1
CCHD
CERTOCATE OF CO PLMO
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CARTERET CO HEALTH DEPT a �y ..NO 5528 P I
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Notice, This certifscawn,'of completion In no way binds the Public Health Saint
'lie —a tFi'Department nor implies a guarantee that this system Will function in all cite
properly inq-talled m°accordance with applicable rules ana'regulations, of the, Cartei
can reasonably be expected. to perform properly under normal conditions of use
P„r N.a rr .n - �. ;jr �u-Ww ,� >w t �Ar}�V x� �� t✓Cw,alrytr� � ~
ENVIROMME14TAL HEALTH DIVISION
LAND USE f CARTERET 1 COUNTY HEALTH DEPARTMENT
ixp jr[ oVtmENT PER1 ftT (�
Q ',g i*.r, #`rsAc PHONE; C� �dJ
ADDRESS �Y 'cr
04 : i'IAlf't,'4 1/
PROPERTY LOCATION ' kt, -y 7
TY'FE STRUCTURE
NO BEDROOMS NO. BATHS
WATER SOURCE 6, . Lt)
GARBAGE ORwDER YES( NO U(}
AUTO DISHWASHER YES ( ) NO (vY
AUTO WASHING MACHINE s ) No (l�
Perc Rate (if applicable) �+�/ K
SIZE OF TANK. Ih IiDC} GAY_
NO LINES &
TOTAL. (,� SQ FT
TOTAL LENGTii ) 0 0
'UORIZONTAL DISTANCE FROM WELL /00 Fr.'
NOTICE Construction must comply, with all state
and local regulations Do not ratstall well until
well site has been approved Do not cover any
portion of system until approved on final inspection
IMPIt Vtli' S T Y
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ENVIRONMENTAL HEALTH DIVISION
CARTERET COUNTY HEALTH DEPARTMENT
BEAUFORT, N C 28616
�1rAL0 IIIINT,NG CO r MqOluo prTy N rG,
Division of Carteret County
aces but t,7at the system,is
uWealW Department and
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,7 UG 23 2011 8 58AM CARTERET CO HEALTH DEPT � NO 5528 P 2
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41 ENVIRONMENTAL HEALTH DIVISION
CARTERET COUNTY HEALTH DEPARTMENT
'Y,i'* 1CM11PICATE OF COMPLETION (Ground Absorption Sewage Disposal System - G S 130A _ 337)
'• INSTALLER l � � - � ,
d !�T � Cl DATE COMPLEPID / /
Notice: This certincation of t xitpletion m no Way the Environmental Health Division of Cart ret County Health
Department nor imphes a guarantee ill at this system -will function in all circumstances, but that the system is properly
Installed in accordance with apphca�le rules and regulations of the Carteret County Health Department and can
reasonably be expected to perform properly under normal conditions of use and maintenance
B, 141
GS 130A•336 t
rufiu' ENVIRONMENTAL HEALTH nr4jstoN
IMPROVEMENT PERMIT CARTERET COUNTY HEALTH okvAkTMENT , ��+�
VALIIBI'OR 60 XON mQ BEAUFORT, N.C`. 2MG "
Subject to revoca doh daite plans, elevations or lntehded
use is altered.
OWNER U -0±-J � 6 aiP5 _C.e a t r a I l%`Crt
ADDRESS 9�iiMoS �ih7d'�OMI �°iToy(1`65E1
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PROPEMYLOCATiON IfWV 1Y. Aiga
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TYPE STRLTGT M Fl ti v J- 1%5c 4,0
NO BEDROOMSBATHS
WATER SOLTRCE:6an'r crrlr•4cl VyA�I
gARBAG&GRINDL'+R 'YES ) NO ( V")
SIZE OF TAB K- % f1fi GAL
SIZIb OF PUMP TAW
NO L.1NES 0 WIDIH,
TOTAi fy bb(` ^ FT,
TOTALLING i s FT
HORIZONTAL DISTANCE FROM WELL. 1004 FP
NOTICE Construction must comply with an state
and local regulations Donotnrstallwell until wellsite,
has been approved Do not cover anyportion of sys.
tem until approved on final inspection
Notice. Beware, much property in Carteret Countyis
subject to Weiland Regulations and properties con -
taming wetlands should receive approval from US
Army Corps of Engineers prior to development
IpM�PROVEMENTfS/PERNHY 1W� A�
Agent /
PHONE o-�=i DATE cy) / !,
Trench bottom depth to be no deeper than
below oMimmwnaturalky occurring 3urtate,
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PLO'C PLAN

P PABST I HILBUR ' PA
F..� ENGINEER!Iv CONSULTING
LETTER OF TRANSMITTAL
To NCDENR - Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
911 Paverstone Drive, Ste E
Raleigh, NC 27615
Office 919 848 4399
Fax [phone]
Date 5/15/12
Re Broad & Gales Creek Fire Dept Addition Job No 172-11
Stormwater Permit Submittal — 2nd
I am sending you the following item(s)
COPIES
DATE
NO
DESCRIPTION
2
5/15/12
Revised Plans
1
5/15/12
Revised Design Narrative and Calculations (Includes Soil Report)
2
Revised Stormwater Management Permit Application
2
Infiltration Basin Supplements (Included in Narrative and Calculations)
1
Infiltration Basin O&M Agreement (for Basin #2)
These are transmitted as checked below
❑
As requested
❑
For your use
®
For approval
❑
For Signatures
®
For review and comment
❑
For Submittal
Remarks
Please find the above referenced items per our phone conversation last week Do not hesitate to
call if you have any questions or need additional information Thank you
Copy to File iecelvEn Signed -P�
MAY 16 2012 Pa Hilburn, PLS
M.

i
Pusey, Steven
From Patty E Hilburn [philbum@pabsthilbum com]
Sent Monday, April 30, 2012 8 55 AM
To Pusey, Steven, Johnson, Kelly
Subject RE SW8 120218 - B&G Creek Fire Department
Steve,
This email is to request an extension on the re -submittal of the above referenced project to May 101"
Thanks,
Patty E Hdbum, PLS
Pnncipal
911 Paverstone Drive, Suite E
Raleigh, N C 27615
Office [phone] Fax [phone]
Cell [phone]
Email ph ilburn@oabsthilburn corn
Website www oabsthilburn com
\� P
PABST & HILBURN, PA
i�I U ENGINEERING & CONSULTING
ATTENTION The contents of this message Including all attachments are from Pabst & Hilburn PA and are proprietary and confidential to the intended
recipient If you have received this message in error you are not authorized to read copy or manipulate any part of the correspondence or attachments
m any manner Please notify the sender and delete all copies of this message and its attachments immediately
From Pusey, Steven rmailto Steven ousev(cbncdenr aov]
Sent Tuesday, April 10, 2012 2 34 PM
To Patty E Hilburn, Johnson, Kelly
Subject: RE SW8 120218 - B&G Creek Fire Department
Yes, that will be fine I will make note of it
Thanks,
Steve Pusey
From Patty E Hilburn rmailto ohilburn(cloabsthilburn com)
Sent Tuesday, April 10, 2012 11 59 AM
To. Johnson, Kelly, Pusey, Steven
Subject. RE SW8 120218 - B&G Creek Fire Department
Steve,
Please let me know if you are ok with a May 3rd re -submittal
Thanks,

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Patty E Hdbum, PLS
Principal
911 Paverstone Drive, Suite E
Raleigh, N C 27615
Office [phone] Fax [phone]
Cell [phone]
Email philburn@pabsthilburn com
Website www oabsthilbum com
F3
64\1 PABST & H/LBURN, PA
If ENGINEERING 6 CONSUL77NG
ATTENTION The contents of this message including all attachments are from Pabst & Hilburn PA and are proprietary and confidential to the intended
recipient If you have received this message in error you are not authorized to read copy or manipulate any part of the correspondence or attachments
m any manner Please notify the sender and delete all copies of this message and its attachments immediately
From. Johnson, Kelly fmailto kelly D iohnson(@ncdenr govl
Sent Wednesday, April 04, 2012 10 21 AM
To Patty E Hilburn, Pusey, Steven
Subject FW SW8 120218 - B&G Creek Fire Department
Steve,
Please see below (Patty, I look at all of the projects when they first come in, but then they get assigned to the person
who does the full review Steve is the reviewer for this )
KJ
From Patty E Hilburn [mailto philburn (0pabsthilburn coml
Sent, Wednesday, April 04, 2012 10 17 AM
To, Johnson, Kelly
Subject SW8120218 - B&G Creek Fire Department
Kelly,
This email is to request an extension for submitting additional information required for the above referenced protect
and as described in the letter from NCDENR dated March 29, 2012 Please allow for the re -submittal date to be May 3 d
instead of April 26`"
Thanks,
Patty E Hilbum, PLS
Principal
911 Paverstone Drive, Suite E
Raleigh, N C 27615
Office [phone] Fax [phone]
Cell [phone]
Email phdbum@pabsthilburn com
Website www pabsthilburn com

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NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
March 29. 2012
Division of Water Quality
Charles Wakild, P E
Director
Wallace A Guthrie, Sr
Broad & Gales Creek Community Association
3010 Highway 24
Newport, NC 28570
Subject Request for Additional Information
Stormwater Project No SW8 120218
Broad & Gales Creek Fire Department Addition
Carteret County
Dear Mr Guthrie
Dee Freeman
Secretary
The Wilmington Regional Office received and accepted a State Stormwater Management Permit
Application for Broad & Gales Creek Fire Department Addition on February 28, 2012 A
preliminary in-depth review of that information has determined that the application is not
complete The following information is needed to continue the stormwater review
✓1 Please provide a detailed summary table of all built -upon areas (BUA) in square
feet on/the application This table should match the data table on the site layout
plan All impervious areas, old and new, must be treated by the BMP (infiltration
basin) if they are in the same drainage area Covered areas or gravel parking
areas must be counted as impervious area
A �(D/ Please provide proof of the existing buildings date of construction If they were
r rFt°r S built after 1988, they must be included as new BUA to be treated as a common
j9$77 .(yr plan of development If they were built prior to 1988, only that portion of the BUA
A PIP 001in the same drainage area as the new BU9 needs to be treated
�+ . - Please provide a drainage area map, which is required for all high density
�C systems Delineate the single drainage area to each BMP or curb outlet swale
P�fA� Offsite drainage areas must be included unless they are rerouted around the
IRq L system If rerouted, please show this on the plans Highlighted or colored maps
are encouraged since they are very easy to read We do not accept copies of
drainage area maps for pipe sizing or inlet spacing
✓ 4 As a minimum, there appears to be at least some low-lying drainage area outside
/ of the disturbed area that needs to be picked up by the stormwater system BMP
J �5 Please ensure that all BUA within the drainage area is routed to the BMP
(infiltration basin) and show this clearly on the plans a show and label all
roof drainage piping, if applicable, and all yard orlifloor drains veP1�r
According to the stormwater rules, you need to provide storage volume for the
l/ greater of either the 1 5' storm or the difference in pre and post for the 1-year, 24
hour storm In this case, it appears the 1-year, 24 hour storm with a 3 65" rainfall
depth applies Please revise your calculations and infiltration basin size
accordingly
Wilmington Regional Office
127 Cardinal Drive Extension Wilmington North Carolina 28405
Phone [phone] FAX [phone] DENR Assistance 1 877-623 6748
Internet w rimaterquahty org
An Equal Opportunity 1 Affirmative Action Employer

Wallace A Guthne, Sr
March 29 2012
Stormwater Application No SW8 120218
�/7 Please eliminate all direct discharges from the design storm to SA waters For
projects subject to the 2008 coastal rules, which are within '/ mile of and draining
to SA waters, the overflow (offline bypass flow) from the infiltration basin that is
greater than the design storm must be directed into a vegetated filter strip In
order to waive the offline bypass and vegetated filter strip, you must follow the
guidelines outlined in the BMP manual (reference section 16 3 9)
APlease advise whether the forebays are included in your calculated infiltration
area and volume
/9 Please verify that the drainage basin is the Neuse, as stated in your
documentation It appears it may dram to the White Oak basin
Z10 Please remember that a change to one number may have a domino effect on
other numbers Please check all plans, calculations and forms and make
changes as needed
Please note that this request for additional information is in response to a preliminary review
The requested information should be received in this Office prior to April 26, 2012, 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, email 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] or
email me at steven pusey@ncdenr gov
Sincerely,
Steve G Pusey J
Environmental Engineer
GDS/sgp S \WQS\Stormwater\Permits & Prcjects\2012\120218 HD\2012 03 addinfo 120218
cc Phillip D Pabst, Jr — Pabst & Hilburn, PA
Wilmington Regional Office Stormwater File
Page 2 of 2

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Completeness Review Checklist
Project Name oqp y�j -'e, Q.E �r Received Date 28F&t3
Project Location �ZEi2 -t ! f�Cti r nrSQ.T Accepted Date
Rule(s) 2008 Coastal 1995 Coastal Phase II (WiRO) Universal �1988 Coastal
Type of Permit N w or Mod or PR Existing Permit # (Mod or PR) nPE Cert on File?
Density H1�D // or LD Type Commercial or Residential ONCG
IAb 1 LJt'o DO) Stream`s\ fz IN }� qA Map I MOffsite to SW8
Paperwork Emaded Engineer on
FiSupplement(s) (1 original per BMP) BMP Type(s) 1jp6I r\-
MO&M with correct/original signatures (1 original per BMP except LS/VFS and swales)
Application with correct/original signatures
❑Corp or LLC Sig Auth per SoS or letter Note to Reviewer
r-1$50S (within 6mo)
Soils Report with SHWT v �amt7 Z 6 MZ"- `7 -Nlr
Calculations (signed/sealed) � & r " ?R&C"5
No obvious errors
Density includes common areas, etc
A Restrictions, if subdivided
Signed & Notarized
Plans
112 Sets Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading Wetlands Delineated or No Wetlands
F-lVicinity Map Layout (proposed BUA dimensions)
Legend �DA Maps Project Boundaries
Infiltration
Wet Pond
Offsite
Soils Report
Soils Report
�PE Cert for Master Lot #
SHWT
Deed Rest for Master Lot # Matches Master
Bottom
�SHWT
PP
BUA Permitted (Master) sf
Visited
BUA Proposed (Offstte) sf
Additional Information
Permitted Proposed
Proposed Proposed
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

&PA BST a fi,LeuRAf, PA
ENGINEERING 8 CONSULTING
LETTER OF TRANSMITTAL
To NCDENR - Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
911 Paverstone Drive, Ste E
Raleigh, NC 27615
Office 919 848 4399
Fax [phone]
Date 2127/12
Re Broad & Gales Creek Fire Dept Addition Job No 172-11
Stormwater Permit Re -Submittal
I am sending you the following item(s)
COPIES
DATE
NO
DESCRIPTION
1
Board Meeting Minutes appointing Mr Guthrie to President
1
Board's By -Laws
1
11/14/11
Stornwater Management Permit Application
1
11/2/11
Infiltration Basin Supplement
1
11/10/11
Infiltration Basin O&M Agreement
1
2/26/12
Permit Review Fee ($505 00)
CEIVER
Ulf. U
BY.
These are transmitted as checked below
❑
As requested
❑
For your use
®
For approval
❑
For Signatures
®
For review and comment
❑
For Submittal
Remarks
not hesitate to call d you have any questions or need additional information Thank you
Copy to File Signed
Patty E Hdbum, PLS

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Broad & Gales Creek Community Association, Inc
3010 Hwy 24
Newport, NC 28570
252-247-2715
Johnny A Smith, President Robin Skrabacz, Secretary
Milon Morton Vice President Mabnda Ward Treasurer
Minutes of Annual Meeting FEB 1 November 11, 2010 8 1011
BY —
Meeting was called to order at 19 00
Members present were Johnny South, Melinda Ward, Tony Matthews, Milon Morton, Josie Mullins, Jimmy
Cole, Paul Lewis Terrance MacMahon and Robin Skrabacz See attached list of others attending
Secretary's report was approved with one correction that the truck was purchased from the Beaufort EMS
Department
Treasurer's report given by Melinda Ward She handed out and explained the Profit & Loss sheet as of 6-30-
10 that shows a net income of $116,420 05 She also handed out and explained the Accountants report for
month end 10-31-10 showing a balance of$788,894 95 mall accounts Treasurer's report approved
Fire Dept Report given by Tony Matthews They have 40 firefighters of which 22 are certified interior
firefighters They have 5 ,junior firefighters for a total membership of 45 They have 12 members in class
working towards certifications and they have started firefighter certification classes at the station They have
had 171 calls this year through 11-10-10, which is up 19 calls from this time last year 24 structural related
fires, 3 vehicle fees, 7 brush fires, 27 vehicle accidents, 55 mutual aid calls for alarm activations and 55
investigation/service calls The total # of calls for 2009 was 185 Santa will go around the district on December
18, 2010 He is trying to get 3 hydrants placed around the district possibly 2 on Red Barn Rd & one on Hibbs
Rd in 2011 They still hope to possibly get a new station
EMS Report given by Melinda Ward They are currently doing a fund drive by mail They have had 186 calls
since July and had a total of 806 for last year They are very proud that they had 2 CPR saves this year They are
buying new D-fib machines that can send information directly to the hospital They have 7 full tune staff, 12
volunteers and many PRN people They are staffed 24 hours a day They have been to almost all of the school
games as volunteers They are still doing the billing for services, call her with questions or problems Todd
Jachimtak suggested that to help with raising funds they could have people pre -pay an amount, say $200 00 and
then the first trip would be free if they are called to the residence Melinda said she would take the suggestion
under consideration
Building and Grounds report given by Milon Morton. He explained the history of the building needs and
where we are He also let everybody know that we will be putting an ad in the paper for an engineer to build 4
bays and remodel the existing ones He let them know that the county owns the old part of the cemetery and that
both commissioners Lewis and Faircloth have been notified about the dead oak tree in front of it He explained
that the Community Association cannot cut down the tree but anybody that wants to volunteer to do it can do
so He has also talked to Parks & Recreation department about the playground It belongs to the Community
Association and Parks & Recreation has provided parts for it We cannot use tax funds on the playground He
advised that we need to get the By -Laws changed because we need to hire some firefighters We missed 10
called this year because we did not have anybody that could respond The association supports the Scouts by
supplying them with a place to meet Paul Bell and Todd Jachirmak are the leaders Paul Bell said that the
Scouts are going to do some work on the playground Johnny thanked Milon for his hard work

Old business- A new fire hydrant has been installed along the front of the fire station property on Hwy 24
Tony needs 6- 5 h edition Fire Fighter Certification manuals for training Paul Lewis made a motion to let Chief
Matthews purchase 6 manuals for $75 00 each, 2"d by Melinda Ward, motion passed Tony advised that there is
$10,000 budgeted for turnout gear and he needs to get 5 sets Paul Lewis made a motion to let Chief Matthews
purchase 5 sets of turn —out gear, 2"d by Melinda Ward, motion passed Tony needs to get 5 more pagers
Terrance MacMahon made a motion to let Chief Matthews purchase 5 pagers, 2"d by Paul Lewis, motion
passed Tony reported that it is time to redo uniform shuts -they need to have different shirts for the station
members than those they sell to the general public Cost will be around $2000 00 Terrance made a motion to
purchase new shirts for the station only, 2°d by Paul Lewis, motion passed The funds will come from the
uniform budget Melinda asked if the Association would help with the cost of Santa this years Yes
New business — none
Elections -Robin Skrabacz advised that she is not going to run for re-election Paul made a motion to nominate
3 incumbents- Johnny Smith, Milon Morton & Melinda Ward, 2"d by Robin Skrabacz Lois Sawyers nominated
Andrew Guthrie, 2°d by Phyllis Dougherty Milon Morton nominated Robert Lewis, 2°d by Tony Matthews
Dusty DeSteunder declined nomination Paul Lewis made a motion to close nominations, 2 d by Johnny Smith
Each person nominated introduced him or herself and told a little about them selves Election by secret ballot
was held
Those elected are- Milon Morton, Melinda Ward, Robert Lewis and Andrew Guthrie
With no other business to discuss Paul Lewis made a motion to adjourn, 2"d by Josie Mullins
Meeting ended at 20 20
Respectfully Submitted by Robin Skrabacz, Secretary
Approved by.
Imtials Date

Broad & Gales Creek Community Association, Inc
3010 Hwy 24
Newport, NC 28570
252-247-2715
Johnny A Smith, President Robin Skrabacz, Secretary
Milon Morton Vice President Melinda Ward, Treasurer
Minutes of Regular Monthly Meeting
December 9, 2010
Meeting was called to order at 19 00
Members present were Johnny Smith, Melinda Ward, Tony Matthews, Milon Morton, Paul Lewis, Josie Mullins, Terrance
MacMahon, Andrew Guthrie, Robert Lewis and Robin Skrabacz
Secretary's report was read and approved
Treasurer's report given by Melinda Ward She was able to provide a print out from the QuickBooks program since the other was
not ready yet Buddy has left the Coastal Accounting Group and he is not sure if he will stay in the area or not He may know by
February
Fire Dept Report given by Tony Matthews They had their elections and he will remain the Chief and Bill Hoffman is the Asst
Chief The Santa inn and Christmas party is Sat the 18" They are preparing 600 bags to distribute around the community They
received the check from the Forestry Service for S4500 00 for leasing equipment It went in to the Bingo account
EMS Report given by Melinda Ward Their fundraiser is ongoing Their Christmas Party is on the i Id' They will have a new
dispatch program beginning on January 11,2011
Building and Grounds report given by Milon Morton He got the middle section of the building insulated and has not been able to
get to fix the drain on the air handler He ran across another project if we want to get into it Camp Lejuene has some playground
equipment we can have if somebody wants to go tear it down and bring it back He also knows somebody that wants to donate a piano
if somebody wants to go get it It was decided not to get the piano It was brought to his attention that the lights out front of the
department need looked at
Old business- The Boy Scouts want to do some work on the playground so we will just let them do what they can with the equipment
we have and not get the things at Camp Lejuene Tony said that the incentive payout is ready for approval The total amount for the
year is $3000 00 less than last year He mentioned that the pay out for two officers is higher because they spend a lot more time at the
station doing many other things The approved plan does not include extra amounts to officers, but he feels that these 2 have really
earned it Paul made a motion to pay the two officers the additional amount, 2"d by Milon Motion passed It was also noted that the
two volunteers that were disciplined in July would not be receiving this incentive Milon and Paul will be the contacts for the
Engineer's bids when they come in They will be placed in the Raleigh and Carteret papers for 30 days Josie will handle that
Melinda has a bill from Carteret General Hospital for $424 13 for an accident that happened 3 years ago to a volunteer It should have
been paid by workman's comp but we were in the middle of changing insurance companies and the old one claims that they never
received any bill The Association will pay the bill Johnny turned over the information on the Fleet fuel program
New business — Johnny reminded everybody that somebody needs to take over managing the website Tony said he would take care of
it Elections, Milon nominated Paul Lewis for president, 2"d by Melinda Melinda moved to close nominations Motion passed Milon
nominated Andrew Guthrie for VP, 2"d by Paul Lewis Josie moved to close nominations Motion passed Milon nominated Robert
Lewis for Secretary 2nd by Josie, Robert declined the nomination Robert nominated Josie Mullins for Secretary, 2nd by Milon Paul
moved to close, motion passed Paul nominated Melinda Ward for Treasurer, 2°d by Milon Paul moved to close, motion passed
With no other business to discuss Robin made a motion to adjourn, 2"d by Josie
Meeting ended at 20 25
Respectfully Submitted by Robin Skrabacz, Secretary
Approved by
fnitials Date

Broad & Gales Creek Community Association, Inc
3010 Hwy 24
Newport, NC 28570
252-247-2715
Paul Lewis, President Josie Mullins Secretary
Andrew Guthrie, Vice President Melinda Ward, Treasurer
Broad Creek Community Association
Annual Meeting
November 10, 2011
The Annual meeting was called to order at 7 02 pm Members preset were Milon, Josie, Paul, Andrew, Melinda, Robert and
Tony Thirteen members from the district attended the annual meeting and signed the roster Paul informed all present that sig-
nificant strides had been made on building the new fire station and that would be discussed during the meeting
Secretary's Report Secretary Josie Mullins read the meeting minutes from October regular monthly meeting and with no dis-
cussion, deletions or corrections the minutes were approved as read
Treasurers Report Everyone attending had an opportunity to look over the treasurer's report and with no discussion, dele-
tions or corrections the report was approved as presented
Fire Department Report Tony Matthews gave the fire department's report and reported that in 2011 the fire department had
204 calls 43 fires, 29 wrecks, 7 EMS Assists, 3 Search and Rescue, 6 Hazmat, 23 alarm activations, 20 complaints and 73 can-
celed en route He informed the members that to date for 2001 the fire department had 177 calls and counting Tony informed
everyone that that the Christmas party was scheduled for Dec 3 and Santa Claus would be on the Creek Dec 17 He spoke
about the new computer and that it had not been purchased yet because he wanted to talk with Paul on the computer specs and
see if he could get a better deal with the holiday sales approaching With no further discussion, the report was approved as read
EMS Report Melinda brought the members up to speed on the EMS She indicated that the call volume was down roughly
15%throughout the county She did not have Broad and Gales Creek EMS call Volume but said it was down and the reasoning
was the economy and people not going to seek medical attention She told the members that that EMS was maintaining in this
rough economy
Building and Grounds Report Milon discussed the new building project and gave the members the opportunity to look over
the drawings and the cost projections for the new 5900 sq It proposed engine bays He told the members present that we have
added bathrooms and a repair/maintenance shop to the new bays and the estimates cover these additions Milon and Paul told
the members that the two cost projects were low and high and did not include the architect, engineering and any change orders
that may be made It also does not include a security system for the new building and furnishings
Old Business Recognized the Boy Scout leaders that were in attendance The Boy Scouts informed the board that they in-
tended to get back on the playground at the first of the year
New Business None at this time
Elections Paul Lewis, Josie Mullins and Terry MacMahon were up for re-election Paul and Josie elected not to inn again
Terry, Dusty Desteunder, Mark Rippeth and Joe Walton were nominated Electin ballots were taken and counted and new
members elected to the board were Dusty Desteunder and Mark Rippeth Terry was re-elected and if he should decline, Joe
Walton will be placed
With no further discussions the annual meeting was adjourned at 7 54 pm
Respectfully Submitted by Josie Mullins, Secretary
Approved By Date

Broad & Gales Creek Community Association, Inc
3010 Hwy 24
Newport, NC 28570
252-247-2715
Andrew Guthrie, President Robert Lewis, Secretary
Jimmy Cole, Vice President Melinda Ward, Treasurer
Minutes of Regular Monthly Meeting
December 8, 2011
Meeting was called to order at 19 09
Members present were, Melinda Ward, Tony Matthews, Dusty Desteunder, Mark Rippeth, Jimmy Cole Terrance MacMahon Andrew
Guthrie, and Robert Lewis
The following elections were made to proceed with tonight's meeting
• Teriance nominated Andrew for president 2nd by Dusty, Terrance moved to close nominations Motion passed
• Terrance nominated Dusty for vice president Dusty declined the nomination
• Andrew nominated Jimmy Cole for VP 2"d by Terrance Terrance moved to close nominations Motion passed
• Terrance nominated Robert Lewis for Secretary 2"d by Mehnda, Dusty moved to close, Motion passed
• Teriance nominated Melinda Ward for Tieasuier 2id by Jimmy Dusty moved to close, Motion passed
Secretary's report was read and approved
Treasurer's report given by Melinda Waid
She provided our monthly printout reports and explained that the miscellaneous income of $999 58 was from the EMS to pay their
share of the electric, water and supplies, She informed us of a new non-profit organization auxiliary committee
Fire Dept Report given by Tony Matthews They had their elections on Dec-5`h he will remain the Chief and Drew Guthrie is the
Asst Chief Captain — Craig Hoffman, The Santa run will be Sunday the 181h They are preparing 600-700 bags to dish ibute around
the community
i3uilding and Grounds report
Milon was not present, so no report was given
Old business
The board discussed the revision of the new Fire Station plans to remove a pair of showers and include a contamination wash room
Andrew will convey with Milon to setup a meeting with the architect and advice the board
Several energy savings light bulbs have shown signs of overheating the fixtuies and it was suggested we return to the standard bulb
until improvements could be made
New business
Mark presented the Cubs Scouts charter is due for the amount of $641 00
• Andrew made a motion to pay the charter for the Cub Scouts and Dusty 2"d the motion was passed
Tony presented adding $12 00 annually per person through NC Fite Association for additional accidental death insurance coverage
• Dusty made a motion to pay the insurance and Robert 2nd fhe motion was passed
Meeting ended at 19 42
Respectfully Submitted by Robert Lewis, Secretary
Approved by_
Initials Date

f
i
FES 2 8 2012
BY�-
F3Rc�4Zf fr xrAl t 3 i:72�� LDMi�1ZlN1T1 k s 4C7c 1r� 7, t_ W, 7Atic
Br-��rws
(fZr�L'I.SF�7 NDI�'MB�R 11� r7f7U:
ARM F L (GENERAL.)
SECTION t. The name Mtge Association shall be the Woad A Gales Creek CommuMty Assoclaton, Inc
SECTICI 12. The seal of the Association shall be as shown.
SEC�3. No shares are authorized and none shall be Issued
SECTION 4- All meetings M the Association shall be conducted In accordance with *ROBERTS RULES OF
ORDER.'
SECTION Any W,-hews, or pats thereto, contained hereto, found to be In VMMM M North Carolina
laws OF Carteret Comity Regulations shall be deemed null and void
This Association shall be a Non-ProBt Association established to bens t the community at
large
The Primary Purpose M this Association, Is to maintain a Volunteer Fire Deparoient and a
Community Bulic"no Complex to serve the Residents M Bred Creek, West Woad Creek and
Galls Creek Arens of Carteret Coumy, North Corolla.
During the course Mime, this Association may undertake other projects for the mutual
bent of the membership.
ARTM F tin. pip)
SECTIM I. Membership in this Association shall be open to any person, (18) eighteen years M age or
older, rash ft Or owning propety within the area which Is Onrenty under conoa;ct
onCa� IRyand Broad and Gales Creek CwnmuMW Association forilre
Protecti
5MMEMN2- Any Peraon(s), (1 a) Veers M age or older, owning land, a dawdling, a business
establishment, or dater property subject to Fire Tax wit in the Woad and Gales Creek Fire
Distrla, Is entitled m membership In this Assadadm A business a by is considered a
single member for this purpose
the A Dir-laws as mMred, and to transact such other business as Amend called of The
Anmul Meeting pin nw=n#V be held on the Second Sunday ofNmamher Notice of said
meeting will be wvAded to the membership

AR7IQF i1G (ORGMMTK"
2010N 1 _ Board of Directors -This board shall be the governing body of the Association h will
consist of (10) ten members. (8) Eight Lard Members will be elected by and from the
membership to serve a (2) two year arm of office A Board Member must be(21) Years of
age or cider, with no more thanwre Board Member reshUng.In the same house -hold
Election of Board Members shall be conducted at dwAnnual Business Ming, with (4) four
members each to be elected during odd and even calendar years. The remulning (2) two B
Board Members shall be rbe Chief of Broad a Gales Creek FlterDept, and the Chlerof Broad
6 Gales Credo ResrxeS —1 Aoz VOW" of arty Board of Directors seat that may occur for
any reason will be filled by the Board of DMsctors at char next regular montMy meeting The
follaMng methods vAt beused
(1) The OWN"" from the last am" meeting receiving the thextw4hest amount Of
votes,
(2) Shmdd that Person to kmWbe IMBing Or able to serve, the nett nominee In Iineof
succession
(3) If the 11" torn peas Is exhausted, a member at large will be appointed
SECT( 2. At the first reg Aw Mrsinrra m ftft of the nearly elected Bond of Dlractas, the Board shaft
alert ttom Ib (8► eight erected members the Ihlloatrg OfilCer4 PRESIDENT, VICE PRESIDENT,
SECRETARY, aver TREASURER
SECMICK3. Ran
eside over all Association Meetings d 0lficial Funceorm
Represent the Association Mth extend hroerests, Appoint standing and special Committees
as required, Prepare and Resent a ".state at the Association' message to the membership
at the annual meeting, and Insure am all W-Lmys owRdned herein am complied with by
Association Officers and the Mvphbera ap
amg OF THE = MSQt ur To act as an Executive Asslstam to the President In the
event of the PresldehYs Absence
DIMES OF TIN esrasrARY. TO mnmd and Mahan Mammas Of ai Asspdadan Meetings, to
file and maintain saoaity of ati.Assacialm Paper, Ccrtespcndetrt and Documents. to
maintain an Inventory of all Association Property hating a unit value in excess of (SS 00)
Five Dollars, to assist1the Board In all Administrative matters, and to Publicize Association
Activities
)]lilt IBf orL fB To maintain a strict and aaarre accounting or all Assaciaton
Funds, bath Ramie and Accounts Parable, to prepare and submit a Financial
Report for the preceding month to the Board of Directors at the Regular Monthly Meeting,
To Assist In VO preparation of the Anmad Budged and to prepare and submit a Financial
Statement to the Membership at the Annual Meeting
SUMM 4. COMWr1M. Appointed by the ReddVot shaft be Standing Committees for Buildings and
Grounds and Nwdtg. Special committees marry be appointed on a timely basis for Fund
Raising Everitt, Speciai Prollects and Other Association Demses. The Board of Directors is
aadorized foappomta (3)three to (S) Me toenber Committee to tovedigamcbargesof
misconduct Bled aptlmt any Board Menber(W. therm recommend ceram, dlscipilmuy
action or dismissal of age to the board. The board of Directors is ampomered to take
aPPrOP" a action an the Committee Findings. No member(s) or the Board who Is/are a
Party to the findings short be eligible wrote In fudgmem an tha findings nor participate in
subsequent gourd action (NOTE. when applicable, ARTIM V, Seciionl, concerning a
'QUORUM' Is suspended)

AKTK3E V (rollwcrof ousaim
MCQUALL The nw" aaaduis of AssogMm buslness shall be auerdsed by the Board of are=rs
meednp In rldWw m a rnartMli.edpequk at an hom ameed upon Td oonduc
official baahpms, a d>Mslsrin #31h9 (+�1? of the quall((ed Board Nkmbers
nwsebe prows tufts i' Q pal0do ft Th all IssoeA IwM ed.
esr- WN a nn Dnlovde0brtdnes aquauni is presmt, dpm caps the
rneedrlgtbo*t� "tStUQW aft "V%ftntadsOft ddmrte'1ofdwprWAMS
maetlng apa) tMfdlppatAaw Irdtaps eraeattar b bpd.8ppraat. The Treasurer makes
dra Anwrdd npdritof tgepgt }ttppdi.ppd t(q pre�nlp.0tlketbdtlala swoe aTterboartl
Resale'' arC.f fiot'elptl1 �0. 9fd Raft ess R �
SEMOILL }AM be fold at uKh me as dpa bond deans
necessary A gaoripermoR bkprai;rd and the sepalar miedpq forrrrac N In order
SUMMMUL &LAswd*IM etmgiY far tKOWtre re . aopen m dw MWAOU *
AN AssodWm A we asWjj1 a w perosd bytba mw& Mft durinp nssmdph fwurs•
or
eln aawaber attire tiaard aftJtNiarwa N pwmittad m teoae by �y
iafddti f t� arddfat the repuaalm of dWAssodssloa shadier mallets
Add VAMMMAKM
SSMILL AILeo aft rest and ipe MS4 ac**W bydus Asaodadan"be used for CAhlmuniW
purposes wpd Its amM and disposal snap be yweroW by tM9imd of Dlredbrs.
SECMUILL
dntalaM.�� mby the ne*doMd &wd
rdmalprtAeadWehe
Of Dhedbm *^dwA bit OaIRA W AUM nrotnm using ~Wed lams
and Wp refh@t<<allldmB of AsaodaHbt►►�abb{fr wfta um Value In eraw of flsq Dollars
($S oo)
BWAUWMPWftW year April aaesnd firm Jaty 1 %oAm 30 of tM fdlwAng year
MCZKN4, daposimy fWaonvy fAd vrA pspes seep be duwwdred by the Board of
Dtrecsars.
satamL t4 i olw4wbompo s sWRbe wildpwd br dpe Radom anddW
7reaaard�aalisWvias trip b! oa fpe witli die depoapwiy

u
IS

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a
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a�

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1

NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
February 20, 2012
Wallace A Guthrie, Sr
Broad & Gales Creek Community Association
3010 Highway 24
Newport, NC 28570
Division of Water Quality
Charles Wakild, P E
Director
Subject APPLICATION RETURN
Broad & Gales Creek Fire Department Addition
Carteret County
Dear Mr Guthrie
Dee Freeman
Secretary
On January 24, 2012, the Division received an incomplete State Stormwater Management Application for the project
listed above The application and check number 4766, in the amount of $505 are being returned because the
application package lacked the necessary elements to accept it for review Please provide the following information
upon the next submittal of this application package
1 Signature Authority Since non profits do not have to update the Secretary of State with leadership
changes via annual reports, we have to get documentation through other means The forms have to be
signed by either a President or a Vice President Do you have meeting minutes showing that Mr Guthrie
was elected to the appropriate title or some sort of similar document? We will need that for the rile
Please visit DWQ's website at http //h2o enr state nc us/su/bmp forms htm to download the latest available forms
Please provide the requested information and return the package to the address below Note that the 90-day
statutory permit review time begins upon receipt of a complete application If you have any questions, please do not
hesitate to call me at [phone] or email me at kelly p johnson@ncdenr gov
A
Environmental Engineer
GDS/kpj S 1WQS1StormWater\Permits & Projects�Appllcation ReturnsQ012 02 BroadGales
cc Patty E Hilburn, PLS, Pabst & Hilburn, PA
Wilmington Regional Office File
Wilmington Regional Office
127 Cardinal Drive Extension Wilmington North Carolina 28405
Phone [phone] FAX [phone] DENR Assistance "77b23-6748
Internet w ncxaterqualltyorg
An Equal Opportunity 1 Affirmative Action Employer
NorthCarohna
Naturally

Johnson, Kelly
From
Johnson, Kelly
Sent
Monday February 20, 2012 7 52 AM
To
'Patty E Hilburn'
Subject
FW Broad & Gales Fire Department Addition
Attachments
2012 02 BroaclGales docx
Please see the attached letter which will be mailed today
71
From Johnson, Kelly
Sent Thursday, February 16, 2012 10 14 AM
To 'Patty E Hilburn'
Subject RE Broad & Gales Fire Department Addition
no
From Patty E Hilburn [mailto philburn@pabsthilburn com]
Sent Thursday, February 16, 2012 9 28 AM
To Johnson, Kelly
Subject RE Broad & Gales Fire Department Addition
Anything?
Thanks,
Patty E Hilburn, PLS
Principal
911 Paverstone Drive Suite E
Raleigh, N C 27615
Office [phone] Fax [phone]
Cell [phone]
Email Philburn@pabsthilburn com
Website www pabsthilburn com
&IABST & HILBURN, PA
ENGINEERING 3 CONSULTING
ATTENTION The contents of this message including all attachments are from Pabst & Hilburn PA and are proprietary and confidential to the intended
recipient If you have received this message in error you are not authorized to read copy or manipulate any part of the correspondence or attachments
m any manner Please notify the sender and delete all copies of this message and its attachments immediately
From Johnson, Kelly [mailto kelly p Johnson@ncdenr gov]
Sent Monday, February 13, 2012 3 26 PM
To Patty E Hilburn
Subject FW Broad & Gales Fire Department Addition
I talked to David Huss today, and he told me that everything has been mailed I will let you know when we get it

Thanks,
KJ
From Johnson, Kelly
Sent Monday, February 13, 2012 10 48 AM
To 'Patty E Hilburn'
Subject RE Broad & Gales Fire Department Addition
Patty,
Please have them submit this form by COB Wednesday or I will have to return the application
Thanks,
KJ
From Patty E Hilburn [mailto phi lburn@pabsthilburn com]
Sent Thursday, February 09, 2012 2 49 PM
To Johnson, Kelly
Subject RE Broad & Gales Fire Department Addition
Kelly,
I hope the fire department is more responsive to fires than they are to us O
We are trying and understand your position
Thanks,
Patty E Hilbum, PLS
Principal
911 Paverstone Drive Suite E
Raleigh N C 27615
Office [phone] Fax [phone]
Cell [phone]
Email philburn@pabsthilburn com
Website www pabsthilburn com
P
PABST & HILBURN, PA
`i ENGINEERING & CONSULTING
ATTENTION The contents of this message including all attachments are from Pabst & Hilburn PA and are proprietary and confidential to the intended
recipient If you have received this message in error you are not authorized to read copy or manipulate any part of the correspondence or attachments
in any manner Please notify the sender and delete all copies of this message and its attachments immediately
From Johnson, Kelly [mailto kelly p Johnson@ncdenr gov]
Sent Thursday, February 09, 2012 2 39 PM
To Patty E Hilburn
Cc dha@nc rr com, dhuss@chcbuilders com
Subject RE Broad & Gales Fire Department Addition

J
Patty & Dave,
I really need to get this document in the near future because we cannot keep uncashed checks for very long Technically
I am only supposed to keep it a day or so without returning it to the applicant, and tomorrow will be two weeks Please
get this in in the next few days, or I will have to return the application
Thanks,
KJ
From Patty E Hilburn [mailto philburn@pabsthilburn com]
Sent Monday, February 06, 2012 8 41 AM
To Johnson, Kelly
Cc dha@nc IT com, dhuss@chcbuilders com
Subject RE Broad & Gales Fire Department Addition
Dave,
Please check on the documentation showing that Guthrie is now president of the association and forward to Kelly as
soon as possible
Thanks,
Patty E Hilburn, PLS
Principal
911 Paverstone Drive, Suite E
Raleigh N C 27615
Office [phone] Fax [phone]
Cell [phone]
Email philburn@oabsthilburn com
Website www oabsthilburn com
P
PABST & HILBURN, PA
4, ENGINEERING & CONSULTING
ATTENTION The contents of this message including all attachments are from Pabst & Hilburn PA and are proprietary and confidential to the intended
recipient If you have received this message in error you are not authorized to read copy or manipulate any part of the correspondence or attachments
in any manner Please notify the sender and delete all copies of this message and its attachments immediately
From Johnson, Kelly [mailto kelly p Johnson@ncdenr gov]
Sent Monday, February 06, 2012 8 34 AM
To Patty E Hilburn
Subject RE Broad & Gales Fire Department Addition
Patty,
Any news on this form?
Thanks,
Kelly
From Patty E Hilburn [mailto philburn@pabsthilburn com]
Sent Friday, January 27, 2012 8 47 AM

To Johnson, Kelly
Cc Lewis, Vincent
Subject RE Broad & Gales Fire Department Addition
Kelly,
I will call Vincent to set up a site visit
Wallace Guthrie is the Vice President of the association Paul Lewis is listed as the registered agent with the Secretary of
State however, he has left that position The association will be sending me there documentation concerning this
matter and I will forward to you This has also come up with the financial responsibility form
Thanks,
Patty E Hilburn, PLS
Principal
911 Paverstone Drive, Suite E
Raleigh, N C 27615
Office [phone] Fax [phone]
Cell [phone]
Email phdburn@pabsthdburn com
Website www pabsthilburn com
F'\l PABST & HILBURN, PA
� Jf ENGINEERING S CONSULTING
ATTENTION The contents of this message including all attachments are from Pabst & Hilburn PA and are proprietary and confidential to the intended
recipient If you have received this message in error you are not authorized to read copy or manipulate any part of the correspondence or attachments
in any manner Please notify the sender and delete all copies of this message and its attachments immediately
From Johnson, Kelly [mailto kelly p Johnson@ncdenr gov]
Sent Friday, January 27, 2012 8 42 AM
To Patty E Hilburn
Cc Lewis, Vincent
Subject Broad & Gales Fire Department Addition
Patty,
For infiltration projects, we require a site visit by our Soil Scientist, Vince Lewis, prior to submitting the application His
number is 910 796 7378 1 told him that you would be calling him, so he is expecting you He has limited availability
next week but he may be able to fit you in Also, I see that "Broad & Gales Creek Community Association" is the
applicant but there is not a signing official listed on the application The forms are signed by Wallace A Guthrie Sr, and
he is probably the current President or Vice President Since non -profits do not have to update the Secretary of State
with leadership changes via annual reports, we have to get documentation through other means The forms have to be
signed by either a President or a Vice President Do you have meeting minutes showing that Mr Guthrie was elected to
the appropriate title or some sort of similar document? We will need that for the file
Thanks,
KJ

*** My email has changed to kelly o iohnsonCdncdenr ¢ov
K.eLLLJJohwsow
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office 910 796 7331
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

Johnson, Kelly
From Lewis, Vincent
Sent Friday, February 03, 2012 10 46 AM
To Johnson, Kelly
Subject RE Broad & Gales Fire Department Addition
Kelly,
I did a soils evaluation on this site on January 31,2012, the water table was greater than 75 inches and the soil textures
were sand
From Johnson, Kelly
Sent Friday, January 27, 2012 8 42 AM
To Patty E Hilburn
Cc Lewis, Vincent
Subject Broad & Gales Fire Department Addition
Patty,
For infiltration projects, we require a site visit by our Sod Scientist, Vince Lewis, prior to submitting the application His
number is 910 796 7378 1 told him that you would be calling him, so he is expecting you He has limited availability
next week but he maybe able to fit you in Also, I see that 'Broad & Gales Creek Community Association" is the
applicant but there is not a signing official listed on the application The forms are signed by Wallace A Guthrie Sr, and
he is probably the current President or Vice President Since non -profits do not have to update the Secretary of State
with leadership changes via annual reports, we have to get documentation through other means The forms have to be
signed by either a President or a Vice President Do you have meeting minutes showing that Mr Guthrie was elected to
the appropriate title or some sort of similar document? We will need that for the file
Thanks,
KJ
*** My email has changed to kelly o iohnsont@ncdenr ¢ov
K.I. wohlnsotn.
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office 910 796 7331
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

Completeness Review Checklist
Project Name
Project Location
QcAo v col
OJW y" ,: .r ��(A'IgoQ
fl<cK P-tQL -0 p
—�
Received Date
Accepted Date
Rule(s) 008 Coastal
1995 Coastal
Phase II (WiRO)
Universal �1988 Coastal
Type of Permit N or Mod or PR
Existing Permit # (Mod or PR)
nPE
Cert on File
Density HD or LD
% o 00)
Type Commercial
or Residential
�NCG
�Offsite to SW8
r7lExempt
Stream Classt ` Map
Subdivided'> Subdivision or Single Lo
MORW Map
Paperwork Emaded Engineer on `/»/K
05513plement(s) (1 original per BMP) BMP Type(s) 1Nq�L
©er&M with correct/original signatures (1 original per BMP except LS/VFS and swales)
Application with correct/original signatures
❑Corp or LLC Sig Auth per SoS or letter Note to Reviewer
L!T505 (within 6mo) — I V\i� X, r�L�Tv2� f U ftttsSZ\TN
oils Report with SHWT POEED
r7jl!�a-lculations (signed/sealed) /
�lo obvious errors " �EED v WCC —N£
!nsity includes common areas, etc
Restrictions, if subdivided
& Notarized
Plans
02'sets
Grading
FIVianity Map
Legend
Infiltration
oils Report
SHWT
Bottom
Visited
Additional Information
BUA (sf)
DA (sf)
PP (el)
SHWT (e
Depth (j
IsIRMO
Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Wetlands Delineated or No Wetlands
Layout (proposed BUA dimensions)
nDA Maps Project Boundaries
Wet Pond
Soils Report
�SHWT
PP
Offsite
F-1PE Cert for Master
Deed Rest for Master
BUA Permitted (Master)
BUA Proposed (Offsite)
Lot #
Lot # Matches Master
sf
sf

&P�B5Ta1LB�R
'PA
NGNEERING8COULTING
LETTER OF TRANSMITTAL
To NCDENR - Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re Broad & Gales Creek Fire Dept Addition
Stormwater Permit Submittal
I am sending you the following items)
911 Paverstone Drive, Ste E
Raleigh, NC 27615
Office 919 948 4399
Fax [phone]
Date 1/23/12
Job No 172-11
COPIES
DATE
NO
DESCRIPTION
2
1/20/12
Plans
1
1/20/12
Design Narrative and Calculations (Induces Soil Report)
1
11/14/11
Stormwater Management Perrot Application
1
11/2/11
Infiltration Basin Supplement
1
11/10/11
Infiltration Basin O&M Agreement
1
11/10/11
Permit Review Fee ($505 00)
These are transmitted as checked below
❑
As requested
❑
For your use
®
For approval
❑
For Signatures
®
For review and comment
❑
For Submittal
Remarks
Please find the above referenced items per our phone conversation last week Do not hesitate to
call if you have any questions or need additional information Thank you
Copy to File RECEIVED Signed (—tty bu ,` ��
(Patty Hilburn, PlS
JAN 2 4 2012
BY