SW8070568_HISTORICAL FILE_20080125

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 Q105� 8
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 0 oc3 o 12 5
YYYYMMDD

OV „�rgQG
i I �ULLJL.JI r
Michael h Easlev, Go%tmor
William G Ross Jr Secretary
North Carolina Department of E N iron ment and Natural Resources
jl`'.'_ — —`
January 25, 2008
Hugh Batts, President
Jones-Onslow EMC
259 Western Boulevard
Jacksonville, NC 28546
Subject Stormwater Permit No SW8 070568
Jones-Onslow EMC Sneads Ferry District Office
High Density Commercial Project
Onslow County
Dear Mr Batts
Coleen H Sullins Dnector
Division of Water Quality
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Jones-Onslow EMC Sneads Ferry District Office on December 3, 2007 Staff
review of the plans and specifications has determined that the project, as proposed, will
comply with the Stormwater Regulations set forth in Title 15A NCAC 2H 1000 We are
forwarding Permit No SW8 070568, dated January 25, 2008, for the construction of the
subject project
This permit shall be effective from the date of issuance until January 25, 2018, and shall be
subject to the conditions and limitations as specified therein Please pay special attention to
the Operation and Maintenance requirements in this permit Failure to establish an adequate
system for operation and maintenance of the stormwater management system 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 adjudicatory hearing upon written request within sixty (60) days
following receipt of this permit This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
_Administrative Hearings, -P O -Drawer 27447,-Raleigh-, NC 27611-7447 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 Linda Lewis, or me at [phone]
Sin rely,
�P.4/L
Wward Beck
Regional Supervisor
Surface Water Protection Section
ENB/arl S \WQS\STORMWATER\PERMIT\070568 jan08
cc David Newsom, P E , Crystal Coast Engineering
Onslow County Inspections
Linda Lewis
Wilmington Regional Office
Central Files
No ihCarohna
,Naturally
Ninth Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet www ncwaterqual tv ore Fax [phone] 623 6748
An Equal OpportumtylAffrmative Action Employer— 50% Recycled/10% Post Consumer Paper

State Stormwater Management Systems
Permit No SW8 070568
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Hugh Batts and Jones-Onslow EMC
Sneads Ferry Distnct Office
1225 NC Highway 210, Sneads Ferry, Onslow County
FOR THE
construction, operation and maintenance of one (1) infiltration basin in compliance with
the provisions of 15A NCAC 2H 1000 (hereafter referred to as the "stormwater rules')
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit
This permit shall be effective from the date of issuance until January 25, 2018 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 16 on page 3 of this permit
3 Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
4 The basin must be operated with a 50' vegetated filter
5 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
Page 2 of 7

State Stormwater Management Systems
Permit No SW8 070568
6 The following design elements have been approved for this infiltration basin
stormwater facility, and must be provided in the system at all times
a Drainage Area, acres
Onsite, ft2
Offsite, ft2
b Total Impervious Surfaces, ft2
Buildings, ft2
Parking, ft2
Other, ft2
Offsite, ft2
c Basin Depth, feet
d Design Storm, inches
e Seasonal High Water Table, FMSL
f Bottom Elevation, FMSL
g Permitted Surface Area @Bottom, ft2
h Permitted Storage Volume, ft3
1 Storage/Bypass Elevation, FMSL
j Type of Soil
k Expected Infiltration Rate, in/hr
I Time to Draw Down, hours
m Receiving Stream / River Basin
n Stream Index Number
o Classification of Water Body
II SCHEDULE OF COMPLIANCE
294
127,886
0
122,190
0
122,190
0
20
15
200
220
5,984
14,682
240
Loamy sand
078
38
UT Mill Creek / WOK02
19-39-3-1
"SA"
No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division
The permittee is responsible for verifying that the proposed built -upon area for
the project does not exceed the allowable built -upon area
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
4 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
Any revision to the approved plans, regardless of size
Project name change
Transfer of ownership
Redesign or addition to the approved amount of built -upon area
Further subdivision, acquisition, or sale of all or part of the project area
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought
Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 070568
5 The Director may determine that other revisions to the project should require a
modification to the permit
6 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
7 During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately Infiltration systems should not be used
as erosion control devices, due to the potential clogging If the stormwater
system was used as an Erosion Control device, it must be restored to design
condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility
8 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
9 The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at optimum efficiency The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to
a Semiannual scheduled inspections (every 6 months)
b Sediment removal
c Mowing and revegetation of side slopes
d Immediate repair of eroded areas
e Maintenance of side slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of filter media, bypass structures, orifice,
catch basins and piping
g Access to all components of the system must be available at all times
10 Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ The records will indicate the date,
activity, name of person performing the work and what actions were taken
11 Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual
12 Prior transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel The facility must be in compliance with all permit conditions Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer Records of maintenance activities performed to date will be
required
13 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
14 Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools
Page 4 of 7

State Stormwater Management Systems
Permit No SW8 070568
III GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality signed by both parties involved, accompanied by the appropriate
documentation as listed on page 2 of the form The project must be in good
standing with DWQ 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 of the terms and conditions
of this permit until such time as the Director approves the transfer request
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
4 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), which have jurisdiction
5 in the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
6 The permit may be modified, revoked and reissued or terminated for cause The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition
7 Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours
8 The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes
9 A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction
Permit issued this the 25th day of January 2008
NMENTAL MANAGEMENT COMMISSION
for uoieen H swans, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

OFFICE USE ONLY
Date Received
Fee Paid
I Permit Number
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This foi in mar be photocopied for rise as an origin(
1 GENERAL INFORMATION
I Applicants name (specify the name of the corporation, individual etc who o«ns the project)
Jones-Onslow EMC
2 Print Owner/Signing Official's name and title (person legally responsible for facility and compliance)
Mr Hugh Batts, President
3 Mailing Address for person listed in item 2 above
259 Western Blvd
City Jacksonville
Telephone Number ( 910 ) 353-1
State N C
Lip 28546
4 Project Name (subdivision, facility, or establishment name - should be consistent with project name on plain,
specifications, letters operation and maintenance agreements, etc )
Jones Onslow EMC--Sneads Ferry District Office
1225 1JC Ht,,(, e?
_10ZS4CoU
5 Location of Project (street address)
NC Hwy 210
City Stump Sound Township County Onsl)w
6 Dnections to project (from nearest major intersection)
From intersection of NC 172 & NC 210 in Sneads Ferry, south on NC 210 approx 1 3 miles Site on left
7 Latitude 340 32' 52" N
Longitude 770 2602" W
8 Contact person who can answer questions about the project
Name David K Newsom, PF, Crystal Coast Engmemng, PA 7 (.lcphone Number
❑ PERMIT INFORMATION
I Specify whether project is (check one) X New
Form SWU-101 Version 3 99 Pagc l of 4
of project
910 1325-0006
Rcne�sal Modification

2 If this application is being submitted as the result of a renewal or modification to an existing permit list the
existing permit number n/a and its issue date (if known)
3 Spewfy the type of project (cheek one)
Low Dtnstty X high Density Redevelop Gtncral Permit _Other
4 Additional Project Requirements (check appheable blanks)
_LAMA Major X Sedimentation /Erosion Control _404/401 Permit __NPDES Storniwater
information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748
III PROJECT INFORMATION
1 In the space provided below summarize how stormwater will be treated Also attach a detailed narrative
(one to two pages) describing stormwater management fen flit project
Hiph Densitv - Stormwater will be collected and treated in an infiltration basin
2 Stormwater runoff from this proleet drams to the White Oak (New River) Rix erbasin
3 Total Project Area 591 acres 4 Project Built Upon Area 474
5 How many drainage areas does the project haseo
6 Complete the following information for each drainage area It there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
UT to Mill Creek
Receiving Strtatn Class
SA,HQW
Drainage Arca
127,886 sf (2 94 ac)
Existing Impeivious* Area
-0-
Proposed Impervious*Area
122,190 sf (2 81 ac)
% Impervious* Area (total)
95 6%
impervious* Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings
_0_
On -site Streets
-0_
On -sue Parking
122,190 sf
On -site Sidewalks
-0-
Other on -site
-0-
Off-sue
0_
Total 122,190 sf (2 81 ac)
Total
* /nipenious urea is defined as the built upon area including but not limited to, buildings ioads parking areas,
sidewalks gravel areas etc
Fomi S WIJ-101 b ersion 3 99 Page 2 of 4

7 Flow was the off -site impervious area listed above derivedo n/a
IV DEED RESTRICTIONS AND PROTECTIN E CO% ENANTS
The following italicized deed restrictions and protective covenants arc required to be recorded for all
subdivisions outparcels and future development prior to the sale of any lot If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be prosided as an attachment
1 The following covenants are intended to ensure ongoing compliance with state stotnnvater management permit number
as issued by the Division of Water Quality These covenants may not be
changed or deleted without the consent of the State
2 No more than square feet ofanv lot shall be covered by structures of impervious materials
Impel vrous matenak include asphalt, gravel concrete, brick stone, slate of similar material but do not include wood
decking or the water surface of swumming pools
3 Sit ales shall not be filled in, piped or alteted eccept as necessai v to provide rh nvewas crossings
d Built -upon area in excess of the permitted amount requires a state stormw met management petnnt modification prior to
construction
5 All permuted tunofffr om outparcels orfnaure development shall be directed into the permitted stormwaten conti of
sistem These connections to the stormwater control system shall be performed in a manner that maintains the uuegi sty
and penformonce of the system as permitted
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the apphcablc items required above, that the covenants will be binding on all parties and persons
claming under them that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State and that the} will be recorded prior to the sale of any lot
SUPPLEMLNT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these fonts
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Sic System Supplenrcnt
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovatne Best Management Practice Supplement
Form SWU-101 Version 3 99 Page 3 of 4

VI SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reste%ed bN the Division of Water Quality (DWQ)
Al complete package includes all of the items listed below The complete application package should be
submitted to the appi opt Late DWQ Regional Office
I Please indicate that you have provided the following required information by initialing in the space provided
next to ea(,li item
Initials
• Original and one copy of the Stormwater Management Permit Application Form `IN
• One copv of the applicable Supplemgtit Form(s) for each BMP
• Permit application processing fee of $42,54payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications including
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high cater line
- Dimensioned property/project boundary
- Location map with named streets or NCSR mmnbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads drainage features, collection systems and stormwater control measures
- Wetlands delmt,atcd or a note on plans that none exist
- Existing drainage (including off -site) draniagt, easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
V1I AGENFAUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this saction
Designated agent (individual or firm) David K Newsom, PE, Crystal Coast Engineering, PA
Mailing Address 3817-3 Freedom Way
City Hubert
State N C
Zip 28539
Phone L 910 ) 325-0006 Fax ( 910 )325-0060
vlll APPLICANT'S CERTIFICATION
1, (print or type name ojperson listed in Geneial Information item 2) Mr Hugh Batts
certify that the information included on this permit application form is to the best of my knowledge, correct and
that the project will be constructed in conformance with the appioved plans that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 21-1 1000 _ n 1 /
Signamrc
Form SV U-101 Version 3 99 Page 4 of 4
Date
41tg�o 1

SGU 8 0705675
DIVISION OF WATER QUALITY
INFILTRATION SYSTEM INVESTIGATION
Complete and email this form to Vincent Lewis@ncmad net If there are more than 7 areas to be tested,
attach a second sheet
Scheduled Site Visit Date I ZLL6 7 Time: Z J6
Protect Namejonrg9c 0,yszo,., Inc County ©A/s.joi
Street Address N/0 — �ivr--rtrx fbzrz�
Directions from the nearest intersection of two major roads
Irr ersv%UC/7Z 't A/LZID. 5ov)-r ow 210
A77f�nc^,- 13 M /[-gi4
>1 acre being disturbed7QfES ONO CAMA Major required? ❑YES NO
Consultant Name: ) IL A/aa„«r/V✓I Phone:,Jio 3L6-0OO6
Consultant Firm Name: (,tzvyT �n.a�, f /1/r�il rrJtiL�
Bore Number
1
2
3
4
5
6
7
a) Existing Ground Elevation
IZ
b) Proposed Bottom Elevation
2
c) Difference (a minus b)
d) Add 2 ft (Min Bore Depth)
e Hardpan Depth?
f) Infiltration Rate OK�
g) Approx Elev Of SHWT
h) Max lowest bottom elev
4cr4•.f� 61 0 SfA
Required Attachments
1 Legible vicinity map
2 Complete Sods Report
3 PDF formatted site plan with the boring locations to be tested Site plans should
be emailed or hand -delivered only Illegible faxed maps will not be accepted
All proposed infiltration areas and existing, active utility Imes located within the proposed
basin/trench must be marked and flagged If these areas are not flagged, the Sods Scientist
reserves the right to decline to do the investigation If the proposed infiltration system will be
located in an area of existing pavement and there is no open area nearby, equipment capable of
breaking through the impervious layer must be provided The sods investigation does not take
the place of a sods report prepared by an appropriate professional The Sods Scientist will only
verify the sod conditions that are reported In the Sods Report, and make a determination as to
the suitability of the site to meet the infiltration design requirements under NCAC 2H 1000, and
assumes no liability should the system fad
S \WOS\STORMWATER\FORMS\infiltration site visit for Revised 8 07

OWii/LUU/ UO lb 'JLU-JrU-LL1J JU i r1GKUt OUKVCYUK r"UI_ U1
1073-1 Gregory Fork Road
rtunianas, ivi_ 2ct)/4
Phone [phone]
r" (Yf U) J24-0t UL
pittmansoil rt yahoo com
August 29, 2007
JOFMC
clo John L Pierce
40Y Johnson Blvd
Jacksonville, NC`
Ref ,Coil Infiltration Rates and Seainnal Water Table
Dear Sir,
A site evaluation was conducted on your property located on Hwy 210 in the
Sneads Ferry area of Onslow Couniv The property is identified as OnslOW
County Tax Parcel #766-6 6 and islapproximately 5 91 acres in size per Onslow
CountyGIS The current 1 xws and ales of NC were used as a guide for this
evaluation
Thepurpose of this evaluaion was Io map the seasonal water table and establish
an infiltration rate Auger borings 4vealed a water table between 50"and 54'
below the ground surface This waJ determined using the Mantel! soil Color
chart to idenhfv mottles of chroma � or less Auger boring descriptions are shown
on attachment N1
In situ conductivity measurements ere performed with a compact constant head
permeameter The most hydraulics ly limiting horizon was found to be between
24 and 36" below the surface Th� rate of this horizon was 52" to 78 per
hour The horizons above Enid heloiv this layer had a rate of =1 8' per hour to
5 'per hour ll
To decrease the size of the infiltrationdn basin it it recommended to excavate the Bi
horizon and backfrll, to thr more permeable horizon may be used
All permits will be rssuedbv the stall and are subject to all rules ofthe county
and state The findings are based oit the conditions of the site at the time of
evaluation, and any alterations mayl adversely impact the results

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ALL MACHINERY USED IN THE CONSTRUCTION UNDER NO
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09/17/2007 08 16 910-346-1210 JOHN PIERCE SURVEYOR PAGE 05
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09/17/2007 08 16 910-346-1210 JOHN PIERCE SURVEYOR PAGE 03
AUGER BORINGS OF IOEMC Hwy 210
BORING 1
DEPTH (") TEXTURE STRUCTURE
MINERALOGY MATRIX
MOTTLES MOTTLES WETNESS
01
LS
GR
NS
NE
2 5Y4/1
NONE >48"
1-4"
LS
GR
NS
NE
2 SY7/1
NONE
4-18
LS
GR
NS
NE
2 5Y6/6
2 SY7/3
18-36"
SCL
SBK
NS
NE
10YR5/8
NONE
36-08"
SL
GR
NS
NE
10YR5/8
NONE
BORING 2
DEPTH {") TEXTURE STRUCTURE
01"
LS
GR
1-3"
LS
GR
3-23"
LS
GR
23-35"
SCL
SBK
35-38"
LS
GR
38-60"
SL
GR
BORING 3
MINERALOGY MATRIX
NS
NE
2 5Y4/1
NS
NE
2 5Y7/1
NS
NE
2 SY6/1
NS
NE
10YR5/8
NS
NE
2 5Y7/2
NS
NE
1OYR5/8
MOTTLES MOTTLES WETNESS
NONE
NONE
NONE
NONE
2 5Y7/3
N2 5Y6/1 54"
DEPTH (") TEXTURE STRUCTURE
MINERALOGY MATRIX
MOTTLES MOTTLES WETNESS
0 1"
LS
GR
NS NE
2 5Y4/1
NONE
1-6"
LS
GR
NS NE
2 5Y7/1
NONE >60"
5-23"
LS
GR
NS NE
2 5Y6/4
2 5Y7/3
43.36
SCL
SBK
NS NE
10YR6/8
NONE
36-60"
SL
GR
NS NE
10YR5/8
NONE
/ SOIL SC¢�
rztf7).0�92
,�T�1262 o

09/17/2007 00 16 910-346-1210 JOHN PIERCE SURVEYOR PAGE 02
11you have any questions please fee! free to contact meat 910-330-2784 Thank
You
Sincerely,
R Haywood Pittman 1I
NC Licensed Soil Scientist
SOIL S�O�*"�
��404 PiA
\\F NORTH ��/

WAT
I'r A67
wwA 1
err Y
November 27, 2007
Hugh Batts, President
Jones-Onslow EMC
259 Western Boulevard
Jacksonville, NC 28546
Michael F Easley Go%emor
Wdham G Ross Jr Secretary
North Carolina Department of Em uonment and Natural Resources
Subject Request for Additional Information
Stormwater Project No SW8 070568
Jones-Onslow EMC Sneads Ferry District Office
Onslow County
Dear Mr Batts
COILcn 11 Sullins Director
Do tston of Water Qualm
The Wilmington Regional Office received a Stormwater Management Permit Application for
Jones-Onslow EMC Sneads Ferry District Office on October 4, 2007 A preliminary review of
that information has determined that the application is not complete The following information
is needed to continue the stormwater review
The request for a site visit by our soils scientist to verify the soils was only
discovered today I have reminded the consultant to please submit these
requests directly to the soils scientist or to the Express coordinators, as my
involvement in the day-to-day operations of the regular stormwater permitting
program continues to drop off until I have finished up most of my existing
projects Upon receiving a satisfactory soils evaluation from the soils scientist,
can proceed with the permitting of this protect I do not have any other
comments in regard to this project
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 December 27, 2007, or the
application will be returned as incomplete The return of a protect 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 protect 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 linda lewis(a)ncmail net
N''oppehCarohna
wa7&ra//y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Ser. ice
Wilmington Regional Office Internet w,w nL aterguahtN org Fax [phone] 623 6748
An Equal Opportunity/Affirmative Acton Employer — 50% Recycledll0 % Post Consumer Paper

Mr Batts
November 27, 2007
Stormwater Application No SW8 070568
Sincerely,
� �
,�ifi 64' �d
Linda Lewis
Environmental Engineer III
ENB/arl S\WQS\STORMWATER\ADDINFO\2007\070568 nov07
cc David Newsom, P E , Crystal Coast Engineering
Linda Lewis
Page 2 of 2

Jones-Onslow EMC SW8 070568
Subject: Jones-Onslow EMC SW8 070568
From Linda Lewis <hnda lewis@ncmail net>
Date- Tue, 27 Nov 2007 15 44 59 -0500
To Dave Newsom <crystalcoasteng@bizec rr com>
Dave
Attached please find my review comments for the subject project
Linda
070568.nov07.doContent-Type: application/msword
c
Content -Encoding- base64
1 of 1 11/27/2007 4 10 PM

Jones Onslow EMC Sneads Ferry Office SW8 070568
Subject. Jones Onslow EMC Sneads Ferry Office SW8 070568
From. Linda Lewis <lmda lewis@ncmail net>
Date: Thu, 08 Nov 2007 13 11 02 -0500
To Betty Bullock <BettyB@Jlpnc com>
Betty
Rhonda located this package in her office It was bound with additional information
for the 970211 Jones Onslow EMC project that Rhonda is is reviewing, and it was
received on October 4, 2007 Review of the information will take place sometime
before December 18, 2007
In the future, when you submit packages for different projects to different
reviewers, please remember to provide separate cover letters addressed to the
correct reviewer and please put the stormwater project number somewhere on your
transmittal sheet and on the cover letter This will greatly assist us in locating
the packages quickly
Thanks
Linda
1 of 1 11/8/2007 1 17 PM

Sry &'? 0705(08
/ • ' DIVISION OF WATER QUALITY
INFILTRATION SYSTEM INVESTIGATION
Complete and email this form to Vincent Lewis@ncmail net If there are more than 7 areas to be tested,
attach a second sheet
Scheduled Site Visit Date Time
Protect Name.✓O'r� UvcL'cil z 4EMc County OAt sL Yt.,
Street Address,
Directions from the nearest intersection of two major roads
F/_r'm (✓r�eis_ c frv,-i 1"- %VL,/72 It Y6LZID SDL/0
1J-(-2r_)nC)V t,3 r?
>1 acre being disturbed7QfES [:]NO CAMA Major required? ❑YES gO
Consultant Name•D/iyio fL AAn"eriv✓i Phone.sl/o 3LjDUOb
Consultant Firm Name: (' rz vy ziu ce
Bore Number
1
2
3
4
5
6
7
a) Existing Ground Elevation
2
b) Proposed Bottom Elevation
2
c) Difference (a minus b)
d) Add 2 ft (Min Bore Depth)
e) Hardpan Depth?
0 Infiltration Rate OK � /, 8i' ti�
g) Approx Elev Of SHWT
h) Max lowest bottom elev
0 4 2007
DWQ
Required Attachments PROJ #
1 Legible vicinity map
2 Complete Soils Report
3 PDF formatted site plan with the boring locations to be tested Site plans should
be emailed or hand -delivered only Illegible faxed maps will not be accepted
All proposed infiltration areas and existing, active utility lines located within the proposed
basin/trench must be marked and flagged If these areas are not flagged, the Soils Scientist
reserves the right to decline to do the investigation If the proposed infiltration system will be
located in an area of existing pavement and there is no open area nearby, equipment capable of
breaking through the impervious layer must be provided The soils investigation does not take
the place of a soils report prepared by an appropriate professional The Soils Scientist will only
verify the soil conditions that are reported in the Soils Report, and make a determination as to
the suitability of the site to meet the infiltration design requirements under NCAC 2H 1000, and
assumes no liability should the system fail
S \WQS\STORMWATER\FORMS\infiltration site visit for Revised 8 07

Design Calculations
Infiltration System
for
Jones Onslow EMC Sneads Ferry District Office
N C 210 — Sneads Ferry
December 8, 2006
1 Project Description
The project consists of construction of a parking and storage area on a 5 91 acre tract located off NC 210 in
Sneads Ferry, N C This site is located adjacent to unnamed tributary to Mill Creek, SA,HQW
2 Design Requirements
Project will be designed in accordance with NC Administrative Code Section 15A NCAC 2H 1000 —
Stormwater Management (hereinafter "Regulations") This site is in the category of "development activities
within within one-half mile of and draming to SA water" Due to density, the project is considered "high
density development" In accordance with Section 1105(2)(b) of the Regulations, an infiltration system
designed to accommodate 1-1/2" of rainfall will be required Furthermore, runoff in excess of the design
volume must flow overland through a vegetative filter
3 Impervious Surface Areas
On -site Buildings -0-
On-site Streets -0-
On-site Parking 122,190 sf
On -site Sidewalk -0-
Other (Dumpster Pads, Concrete Pads, Sign) -0-
Reserve for Future -0- sf
TOTAL 122,190 sf
Drainage Area = 127, 886 sf
Percent Impervious
4 Design Volume
= 122,190 sf/ 127,886 sf
= 95 55 %
In accordance with Section 1008(c)(1), the required design volume is computed as follows
Using Schuler "Simple Method"
Rv = 0 05 + 0 009(1) where I = Percent Impervious (95 55%)
= 0 9099 in/m
Design Volume = Design Rainfall (1 5") x Rv x Drainage Area
= 1 5" x 0 9099 x 127,886 sf
= 174,548 in-sf or 14,546 cf

5 Storage Volume
The "Storage Area" is sized to accommodate in excess of 14,546 cf Using average end method, actual Storage
Area Volume is
Avg
Incr
Elev Area
Area
Depth Volume
2200 5,984
2400 8,698
7,341
200 14682
Total
14,682 cf
6 Infiltration Time
Actual storage volume is required to mfiltrate completely within 5 days The Storrnwater Infiltration Basin
Report (Soil & Site Evaluation) (copy attached) indicates that existing soil conductivity can be as high as 5 00
in/hr Assuming conservatively that existing sods have a minimum hydraulic conductivity of 1 8 m/hr,
infiltration rate is computed as follows
Infiltration Rate = Hydraulic Conductivity x Basin Bottom Surface Area
= (1 8 in /hr) x (5,984 sf) x (1 ft /12 in )
= 897 6 cf/hr
Draw Down Time is then calculated
Draw Down Time = Actual Volume / Infiltration Rate
14,682 cf / 897 6 cf/hr
= 16 4 hr (< 5 days)

Swale Calculations
Protect Jones Onslow Sneads Ferry Vegetated Filter
By DKN
Procedure
Adjust y until Zav = zreq
Where Let
B = bottom width n = 0 05
y = trial depth
A=By+My2 M = 3
P = B + 2y(1+M2)1¢
R=A/P
z,, = ARv3
Use
n =
02 for earth lined
n =
03 for mowed grass
n =
05 for unwowed grass
n =
013 for concrete lined
n =
035 for no rao
II Location I Qio I S I z.. I B I v I A I P I R I za I VEL I
K

MfichaelF Easle% Go,emor
William G Ross Jr Secretary
North Carolina Department of hmnonment and Natural Resources
Coleco H Sullins, Director
Dnision of Watei Quaht%
August 16, 2007
Hugh Batts, President
Jones-Onslow EMC
259 Western Boulevard
Jacksonville, NC 28546
Subject Request for Additional Information
Stormwater Project No SW8 070568
Jones-Onslow EMC Sneads Ferry District Office
Onslow County
Dear Mr Batts
The Wilmington Regional Office received a Stormwater Management Permit Application for
Jones-Onslow EMC Sneads Ferry District Office on May 29, 2007 A preliminary review of that
information has determined that the application is not complete The following information is
needed to continue the stormwater review _ Ir ,
1 Please either delineate all wetlands on site, disturbed or undisturbed, or note on
the plans that none exist
The protect appears to be within '/z mile of SA waters Please provide either a to -
scale topographic map with the site and the receiving stream accurately located,
which demonstrates that the protect is more than '/2 mile from SA waters, or
redesign the proposed wet detention pond to an infiltration basin
3 The application indicated that this was a modification, but no permit number was
provided If this is to be a modification, you need to provide the information for
the existing pond on the application For simplicity, the Division has assigned a
new permit number for this protect alone, that does not Include the existing
protect
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 September 16, 2007, or the
application will be returned as incomplete The return of a protect 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
Or,
N'op hCarohna
,vatura//y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington NC 28405 Phone [phone] Customer Scrn ice
Wilmington Regional Office Internet www ncwalerauahn ore Fax [phone] 623 6748
An Equal OpportunitylAKrmanve Action Employer — 50 % Recycledl10% Post Consumer Paper

Mr Batts
August 16, 2007
Stormwater Application No SW8 070568
Please reference the State assigned protect 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 Ed
Beck at [phone] or email the reviewer at linda lewis(cDncmail net
Sincerely,
Rick Shiver
Assistant Director for Regional Operations
RSS/ENB/arl S\WQS\STORMWATER\ADDINFO\2007\070568 aug07
cc Dave Newsom, P E , Crystal Coast Engineering
��:Lmda Lewis`` �
Page 2 of 2

_ JOHN L. PIERCE & ASSOCIATES, P.A
LANDSURVEYING— LANDPLANNING— MAPPING ail
P O 13OX 1685
JACKSONVILLE NC28541
OFFICE [phone] 1 AX [phone]
E-MAIL bun lil'11pnL coin
Or briani n1pnc Loin
TO Rhonda Hall
N C Department of Environment and Natural
Resources — Department of Stormwater
127 Cardinal Drive Extension
Wilmington NC 28405
i
Letter of Transmittal
DAIS C /- ,00 O
Mas 25 2007 J VV
ATTENTION
Rhonda Ilall
Re
Jones-Onslokt EMC Sneadc Fer Dictnct Office
COPIES
DATE
NUMBER
DESCRIPTION
2
Sets of plans 1
2
Stormwater permit application with calculations & narrative
1
Check in the amount of $420 00 for Modification fee
MAY 2 9 2007
REMARKS
SIGNED �(

Permit No
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details
I. PROJECT INFORMATION
Project Name Jones Onslow EMC--Sneads Ferry District Office
Contact Person David K Newsom, PE, Crystal Coast Engmeermg, PA Phone Number ( 910 )325-0006
For projects with multiple basins, specify which basin this worksheet applies to 1 and only
elevations
Basin Bottom Elevation 1400 ft
Permanent Pool Elevation 1900 ft
Temporary Pool Elevation 2008 ft
areas
Permanent Pool Surface Area 8,889 sq It
Drainage Area 591 ac
Impervious Area
281 ac
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -sue and off -site di ainage to the basin)
volumes
Permanent Pool Volume 24,883 cu ft (combined volume of main basin andforebay)
Temporary Pool Volume 10,461 cu ft (volume detained above the permanent pool)
Forebay Volume 5,125 cu ft (approximately 20% of total volume)
Other parameters
SAIDA r 3 325 (surface area to drainage area ratio from DWQ table)
Diameter of Orifice 125 in (2 to 5 day temporary pool draw -down required)
Design Rainfall 1" in
Design TSS Removal 2 90 % (minimum 85% required)
Fona SWU-102 Rev 3 99 Page I of 4

YA
w
Footnotes
I When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth Linear interpolation should be employed to determine the correct value for non-
standard table entries
2 in the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal
II REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N C Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section 15 A NCAC 2H 1008
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below If a requirement has not been met, attach justification
Applicants Initials
a The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet)
b The forebay volume is approximately equal to 20% of the basin volume
c The temporary pool controls runoff from the design storm event
d The temporary pool draws down in 2 to 5 days
e If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f The basin length to width ratio is greater than 3 1
g The basin side slopes above the permanent pool are no steeper than 3 1
h A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
i Vegetative cover above the permanent pool elevation is specified
j A trash rack or similar device is provided for both the overflow and orifice
k A recorded drainage easement is provided for each basin including access to nearest right-
of-way
1 If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin
_ in A mechanism is specified which will drain the basin for maintenance or an emergency
F610?
III WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided
This system (check one) 0 does does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does sloes not incorporate pretreatment other than a forebay.
Form S W U-102 Rev 3 99 Page 2 of 4

Maintenance activities shall be performed as follows
After every significant runoff producing rainfall event and at least monthly
a Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition
Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed
2 Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed
Inspect and repair the collection system (i a catch basins, piping, swales, riprap, etc ) quarterly to maintain
proper functioning
Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below) Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i e
stockpiling near a wet detention basin or stream, etc )
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments
When the permanent pool depth reads 375 feet in the main pond, the sediment shall be removed
When the permanent pool depth reads
Sediment Rem val El 1525 75
Bottom Eleva on 14 00
FOREBAY
375 feet in the forebay, the sediment shall be removed
BASIN DIAGRAM
ill in the blanks)
Permanent Pool Elevation 19 00
Sediment Removal Elevation 15 25 75%
-----------------------1- ___
Bottom Elevation 14 00
MAIN POND
Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface These
plants shall be encouraged to grow along the vegetated shelf and forebay berm
If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical
Form SWU-102 Rey 3 99 Page 3 of 4

7 All components of the wet detention basin system shall be maintained in good working order
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party
Print name Mr Hugh Batts
Title President
Address 259 Western Blvd, Jacksonville, NC 28546
Phone
Signatt
Date
Note The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president
Norma W. Bacn , a Notary Public for the State of North Canoana
County of OhsQow , do hereby certify that Hugh Ba.tt.s
personally appeared before me this 23 day of May 2007 and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements Witness my hand and official seal,
°°eeeeeeelle►►►►►
°O°°��yt1�:�, a ►4►�
NOTARY
e O
OZ:. PUBLIC
..W..O�N °
IIe�°.eeee
SEAL
vw.R
My commission expires 3126109
Form SWU-102 Rev 3 99 Page 4 of 4

Design Calculations
Stormwater Treatment Facilities
for
JONES ONSLOW EMC - SNEADS FERRY DISTRICT OFFICE
located In
ONSLOW County
1 PROJECT DESCRIPTION
THIS POND IS DESIGNED FOR ASPHALT PARKING LOT
2 COMPUTE POND AREA REQUIRED
a Compute Percent Impervious
Impervious Areas
On -Site Buildings
On-Srte Streets
On -Site Parking
On -Site Sidewalks
Other on -site
Off -site
Sub -Total
FUTURE(reserved)
Total
Total Area Drainage to Pond
Percent Impervious =
b Compute Pond Surface Area
0eS 0,
• EAL
18148 Z _
O F�ritN ;9 y
NC�s
,j_r 67
Existing Proposed
Total
0 SF
0 SF
Q > 9
122,190 SF
0
O
0 122,190
122,190 SF
SF
0 122,190
122,190 SF
0 475 or 475 %
Using Surface Area to Drainage Area Ratio Chart for 90% TSS Removal (copy attached) and
assuming AaSi 53foot pond depth
SA/DA=%(interpolated)
Therefore
Surface Area = SA/DA x Drainage Area
RECEIVED8,554 SF say „,fl(iff SF
MAY 2 9 2007
SF
PROJ# S(nj-80-�-v5(28

c Compute Minimum Pond Dimensions
Assume rectangular shape wdh 3 1 Length (L) to Width (W) Ratio
Length = 164 32 feet
Width = 54 77 feet
Site conditions, however, dictate
Hydr Length= raw';? x {iEfeet
so, Hydr Width 54 5 feet (avg)
Actual L/W = 3 0 (irregular shape)
3 DETERMINE VOLUME TO BE CONTROLLED FROM 1" STORM
Using Schuler "Simple Method"
Rv = 0 05 + 0 009(I) where I = percent impervious
Rv = 0 477 in/in
Control Volume = Design Rainfall x Rv x Drainage Area
Control Volume = 10,236 CF say g 1p,BtII3 CF
4 DETERMINE REQUIRED STORAGE DEPTH
Assume 3 1 side slopes
solving for depth (d) by trial & error
d = 1 08
5. DETERMINE ORIFICE SIZE
Control Volume must be drawn down over a 2 day - 5 day period
Using onfice equation, solve for Diameter (D) that results in 3-1/2 day period
D=(Q/0026(h)e)s
Where Q = (Control Volume / 3 5 days x 86,400 sec/day)
0 035 cfs
h=d/2
= 054
Solving for D

D= 135 Use ur';y1:5"pipe
Actual Drawdown with actual drawdown pipe diameter (using orifice equation)
Q= 0 030 cfs
Draw Down Period = 4 07 days OK, < 5 0
6 SELECT OUTLET STRUCTURE DIAMETER
Size outlet structure such that depth of Q10 Flow <1 0 feet
Using Rational Formula (Q=CIA) where
Camper =, ;; 9,
Cpery =
Q.
Ccum =
048
I10 =$41%in/hr
A=
591 ac
Q10 = 18 62 cfs
Assuming 1/2 circumference is used as weir and using
Francis Formula (Q=3 331-1-1' 5) to solve for L such that H = 1 0
L=
Min
Use
7 DETERMINE Q10 STAGE
5 59 Feet
42 inch diameter outlet structure
42 inch diameter outlet structure
Q10 = 18 62 cfs
Using Francis Formula (Q=3 33LH' 5) solve for H
H 10 = 1 01 feet
8. DETERMINE Q100 STAGE (ELEV OF EMERGENCY SPILLWAY)
Using Rational Formula (Q=CIA) where
Ccum = 048
1100 = ae; - x <$ d(j m/hr
A= 591 ac
0100 = 22 91
Using Francis Formula (Q=3 33LH' 5) solve for H
H 100 = 1 16 feet

9 DETERMINE Q100 STAGE OVER EMERGENCY SPILLWAY (TOP BERM ELEV )
Assume primary spillway blocked (i e , emergency spillway to accommodate Q100)
Emergency spillway shall be a broad crested earthern weir designed to pass 100 year storm
Using broad crested weir equation H = (Q/Cw x L)2/3
where Q = Q100 22 91 cfs
Cw=30
Length = " ru; feet
H = 0 40 feet
10 FOREBAY SIZING
Compute Actual Pond Volumes (using average end method)
Avg Incr Incr Cum
Main Bey Volume Elevation Area (SF I Area (SF) Depth (FT) Vol (CF) Vol (CFl
Pond Bottom 14.00 2,185
Bottom Veg Shelf 17.33 3,00 3,088 333 10,281 10,281
Normal Pond 19116 - 1,359 5,675 1 67 9,476 19,758
Main Bay Volume = 19,758 CF
Forebay Volume, Elevation Area (SF) Area (SF l th (FT) Vol (CF) Vol (CF)
Pond Bottom 1400 620
Normal Pond 1900 1,530 1,025 500 5,125 5,125
Forebay Volume = 5,125 CF
Total Pond Volume = 24,883 CF
Forebay Volume equates to 20 6 % of Total Volume
Temp. Storage Volume Elevation Area (SF 1 Area (SE Depth (FT l Vol (CF) Vol (CFl
Normal Pond 1900 8,889
Temp Pond Level 20,PLF 10,484 9,687 1 08 10,461 10,461
Temp Pool Volume = 10,461 CF
10 Yr Storage Volume_ Elevation Area (SF) Area (SF l Depth (FT I Vol (CF 1 Vol (CFl
Temp Pond Level 2008 10,484
Temp Pond Level 21 t 11,882, 11,183 1 01 11,309 11,309

Temp Pool Volume =
100 Yr Storage Volume
Temp Pond Level
Temp Pond Level
Temp Pool Volume =
11 SUMMARY
Pond Elevations
Top Berm (minimum)
100-Yr Flood
10-Yr Flood
1-inch Storage
11.309 CF
Elevation Area (SF) Area (SF) De t1hh (FT) Vol (CF) Vol (CF1
2008 10,484
2124 , 12,095 11,290 1 16 13,112 13,112
13,112 CF
H= 0 40
H100= 116
H10= 101
storage depth = 108
Permanent Pool
pond depth = 5
Pond Bottom
12 WET DETENTION BASIN SUPPLEMENT
Basin Bottom Elevation
1400
Perm Pool Elevation
1900
Temp Pool Elevation
2008
Perm Pool Surface Area
8,889 SF
Drainage Area
5 91 AC
Impervious Area
2 81 AC
Perm Pool Volume
24,883 CF
Temp Pool Volume
10,461 CF
Forebay Volume
5,125 CF
SA/DA
3 325
Diameter of Orifice
125
Design Rainfall
V.
Design TSS Removal
90%
Relative Actual
764 21 64
724 21 24 (emerg weir elev)
709 21 09
608 20 08 (primary weir elev)
500 19t pp0pp0 (invert out elev)
0, F ,.w�IaVIFt

Stormwater Treatment &
Erosion Control Narrative
Jones-Onslow EMC — Sneads Ferry District Office
Jones-Onslow EMC proposes to construct an asphalt parking area on a 5 91 acre tract located on NC Hwy
210 approximately 1 3 miles south of its intersection with NC 172 in Sneads Ferry, NC The proposed parking
area will serve as additional parking for the existing, adjacent site to the north (All stormwater from the
adjacent site will continue to drain into the existing stormwater pond ) The site is currently undeveloped
The project site is located less than 0 5 miles from an UT of Mill Creek (SA, HOW) in the White Oak Basin
The proposed development activities are high density (percent impervious > 25 %), therefore, stormwater
treatment facilities are required The attached Stormwater Plan includes a 8,889 sf wet detention basin at the
southern boundary of the site
The pond is sized to accommodate 122,190 square feet of impervious area (all asphalt parking) associated
with the proposed project The proposed pond is sized for 90% TSS removal The pond does not incorporate
pretreatment, other than the forebay The pond does not include a vegetated filter at the outlet
All stormwater emanating from new impervious surfaces that is generated on -site shall be collected and
directed to the forebay of the proposed stormwater pond by a system of sheet drainage, asphalt swales and
storm drainage pipes
The treatment system will require periodic maintenance Maintenance frequency shall be dictated by pond
depths Pond depths shall be checked by the owner on a quarterly basis When measured depths are less
than 3 75' (for the main pond as well as the forebay), the pond shall be manually dewatered (pump) and
accumulated sediment removed and properly disposed of
Site topography is gently sloping (0 — 5%) generally draining to the south and southwest Sods are loamy
sand/sandy loam
The entire area designated within "Clearing Limits" will be disturbed during initial construction, and will include
grading for parking and storm drainage The proposed stormwater pond shall be used for sediment storage
during construction Silt fence will be constructed along downslope boundaries of the tract and at downslope
areas of the limits of disturbance and inlet protection will be installed on all drop inlets to prevent sediment
loss

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LLICATOR;,"`'<
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Name SNEADS FERRY Location
Date 5/9/2007
Scale 1 inch equals 2000 feet
copYn9nt (tr) 2005 Maptech Inc

OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
2cf-2cq�
I-5� of ooeq # I �F&&o
560 X O �4 OS65.0
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 anginal
GENERAL INFORMATION
1 Applicants name (specify the name of the corporation, individual, etc who owns the project)
Jones-Onslow EMC
2 Print Owner/Signing Otficial's name and title (person legally responsible for facility and compliance)
Mr Hugh Batts, President
3 Mailing Address for person listed in item 2 above
259 Western Blvd
City Jacksonville
Telephone Number ( 910
State N C
Zip 28546
4 Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc )
Jones Onslow EMC--Sneads Ferry District Office
5 Location of Project (street address)
NC Hwv 210
City Stump Sound Township County Onslow
6 Dnections to project (from nearest major intersection)
From intersection of NC 172 & NC 210 in Sneads Ferry, south on NC 210 approx 13 miles Site on left
7 Latitude 34° 32' 52" N
Longitude 77° 26' 02" W
8 Contact person who can answer questions about the project
Name DawdK Newsom, PE, Crystal Coast Engmeenng,PA Telephone Number ( 910
II PERMIT INFORMATION
1 Specify whether project is (check one) New Renewal
Form SWU-101 Version 3 99 Page 1 of 4
of project
325-0006
Modification

2 If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number n/a and its issue date (if known)
3 Specify the type of project (check one)
_Low Density _X _High Density _Redevelop __General Permit _Other
4 Additional Project Requirements (check applicable blanks)
_CAMA Major X Sedimentation /Erosion Control 404/401 Permit __NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748
III PROJECT INFORMATION
1 In the space provided below, summarize how stormwater will be treated Also attach a detailed narrative
(one to two pages) describing stormwater management for the project
Hieb Densitv - Stormwater will be collected and treated in a wet detention basin
2 Stormwater runoff from this project drains to the White Oak (New River) River basm
3 Total Project Area 591 acres 4 Project Built Upon Area 475
5 How many drainage areas does the project have9
6 Complete the following information for each drainage area If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below
uBasuiaTrifom atioii F
�u � � _ �
T 1 Drratnage Area F
tfi �
ss D ainag Aiea:2t" _? I
Receiving Stream Name
UT to Mill Creek
Receiving Stream Class
_
SA,HQW _
257,276 sf (5 91 ac)
Drainage Area
Existing Impervious* Area
-0-
Proposed Impervious*Area
122,190 sf (2 81 ac)
% Impervious* Area (total)
47 5%
s -" ' '7s"TM�=�1a`
ImpervtousixtSurfaZ.ceyArea i
#,'iDraitia eAi•ea5i14 „
:2 b4 gv •* xa a
,?'�iDrain es'Areat2h-,
r e 3z ,,.ao
On -site Buildings
-0-
On-site Streets
-0-
On-site Parking
122,190 sf
On -site Sidewalks
-0-
Other on -site
-0-
0 -site
-0-
Total 122,190 sf (2 81 ac)
Total
* Impervious area is defined as the built upon area including but not limited to, buildings, roads parking areas,
sideiva/ks giavel areas etc
Fonn SWU-101 Version 3 99 Page 2 of 4

How was the off -site impervious area listed above denved9_n1a
IV DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment
I The following covenants are intended to ennui a ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality These covenants may not be
changed or deleted without the consent of the State
2 No more than squat a feet of anv lot shall be covered by structures or impervious mate) talc
Impervious materials include asphalt, gravel, concrete, brick stone, slate or similar material but do not include wood
decking or the water surface of swimming pools
3 Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings
4 Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction
5 All permitted iunofffrom outparcels or future development shall be directed into the permitted stormwater control
system These connections to the stormwater control system shall be peiformed in a manner that maintains the integrity
and performance of the system as permitted
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, 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 State, and that they will be recorded prior to the sale of any lot
V SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3 99 Page 3 of 4

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 The complete application package should be
submitted to the appropriate DWQ Regional Office
Please indicate that you have provided the following required information by initialing in the space provided
next to each item
pals
Original and one copy of the Stormwater Management Permit Application Form
One copy of the applicable Supplement Form(s) for each BMP
Permit application processing fee of $420 (payable to NCDENR)
Detailed narrative description of stormwater treatment/management
Two copies of plans and specifications, including
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned propertylproject boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section
Designated agent (individual or firm) David K Newsom, PE, Crystal Coast Engineering, PA
Mailing Address 3817-3 Freedom Way
City Hubert State N C
Phone [ 910 1 325-0006 Fax
VIII APPLICANT'S CERTIFICATION
Zip 28539
325-0060
1, (print or type name ofperson listed in General Information, item 2) Mr Hugh Batts
certify that the information included on this permit application form is, to the best of my knowledge, correct and
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 15A
NCAC 21-1 1000 / - , , .
Signature
Form SVU-101 Version 3 99 Page 4 of 4
5231 61
Date )