SW8060834_CURRENT PERMIT_20061005

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
�o?)34
PERMIT NO.
SW
DOC TYPE
� CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

OF w A r�R
QG
0 Y
October 5, 2006
Mr Gerard J Skehan, Manager
Darske, LLC
42 Yaupon Way
Oak Island, NC 28465
Subject* Stormwater Permit No SW8 060834
4570 Long Beach Road
High Density Project
Brunswick County
Dear Mr Skehan
Michael F Easley, Govemor
William G Ross Jr Secretary
North Carolina Department of Environment and Natural Resources
Alan W Klimek, P E Director
Division of Water Quality
The Wilmington Regional Office received a complete Stormwater Management Permit
Application or 4570 Long Beach Road on September 6, 2006 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 060834
dated October 5, 2006, for the construction of the subject project
This permit shall be effective from the date of issuance until October 5, 2016, 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 Paul Bartlett, or me at [phone]
Sing y,
Edwar ck
Regional Supervisor
Surface Water Protection Section
ENB/ptb S 1WQSISTORMWATERIPERMIT1060834 oct06
cc Brad Sedgwick, P E , JBS Consulting, PA
Delaney Aycock, Brunswick County Building Inspections
Jeff Phillips, Brunswick County Engineering
,Paul T Bartlett,_P_ E
7almin'gto RggionalOffice
Central -Files
One
Nor hCarohna
Natumily
North Carolina Division of Water Quality 127 Caidinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet www ncwattiquahty org Fax [phone] 623 6748
An Equal OpportumtylAffirmative Action Employer — 50% Recycledl10% Post Consumer Paper

State Stormwater Management Systems
Permit No SW8 060834
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
Gerard J Skehan and Darske, LLC
4570 Long Beach Road
Brunswick County
FOR THE
construction, operation and maintenance of an underground infiltration trench system 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 October 5, 2016, 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 The stormwater
control has been designed to handle the runoff from 32,620 square feet of
impervious area (Trench A & B 8,491 sq ft each, Trench C 15,638 sq ft) The
three trench systems must be operated with a 30' vegetated filter
3 The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans
4 All stormwater collection and treatment systems must be located in eithery
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

N
State Stormwater Management Systems
Permit No SW8 060834
6 The following design criteria have been provided in the infiltration trenches and
must be maintained at design conditions
Infiltration Trench
Trench A
Trench B
Trench C
a Drainage Area, acres
021
021
038
Onsite, ft
9,243
9,243
16,634
Offsite, ft
None
None
None
b Total Im ervious Surfaces, ft
8,491
8,491
15,638
c Design Storm, Inches
1 0
1 0
1 0
d Trench Dimensions*, L x W x H, ft
432 x 3 x 1
432 x 3 x 1
816 x 3 x 1
e Perforated Pipe Diameter/Len th*
10" 01432' L
10"0/432' L
10" 01816' L
f Bottom Elevation, FMSL
24 0 (97 0 per benchmark)
24 0 (97 0 per benchmark)
24 5 (97 5 per benchmark)
Bypass Weir Elevation, FMSL
25 0 (98 0 per benchmark)
25 0 (98 0 per benchmark)
25 5 (98 5 per benchmark)
h Permitted Storage Volume, ft
680
680
1,246
I T e of Soil
Yaupon Silty Clay
Yaupon Silty Clay
Yaupon Silty Clay
Expected Infiltration Rate, inlhr
33
33
33
k Seasonal High Water Table, FMSL 1
22 0 (95 0 per benchmark)
22 0 95 0 per benchmark)
22 5 (95 5 per benchmark
I Time to Draw Down, hours
1 9 1
1 9
1 9
m Receiving Stream/River Basin
calf
Gulley Creek/Cape Fear
n Stream Index Number
18-88-9-3-3-1
o Classification of Water Body
SC, Sw, HQW
*Based on a single run of pipe
II SCHEDULE OF COMPLIANCE
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 permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to
a Semiannual scheduled inspections (every 6 months)
b Sediment removal
c Mowing and revegetation of slopes and the vegetated filter
d Immediate repair of eroded areas
e Maintenance of all slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of bypass structure, filter media, flow
spreader, catch basins, piping and vegetated filter
g A clear access path to the bypass structure must be available at all times
4 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
5 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
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 060834 R
6 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
7 If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility
8 Access to the stormwater facilities shall be maintained via appropriate
easements at all times
9 The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below
a Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area or to the
drainage area
e Further subdivision, acquisition, lease or sale of all or part of the project
area The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought
f Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
10 The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction
11 A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction
12 The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made
III GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate
The approval of this request will be considered on its merits and may or may not
be approved The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request
Page 4 of 7

Y
State Stormwater Management Systems
Permit No SW8 060834
2 Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215 6A to 143-215 6C
3 The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction
4 In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
5 The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility
6 The permit may be modified, revoked and reissued or terminated for cause The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition
7 Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
8 Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
9 The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days
Permit issued this the 5th day of October 2006
NOR CAROLI ENVIRONMENTAL MANAGEMENT COMMISSION
for A an W Klimek, P E , Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 060834
4570 Long Beach Road
Stormwater Permit No SW8 060834
Brunswick County
Designer's Certification
Page 1 of 2
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specification
Signature
Registration Number
Date
SEAL
Page 6 of 7

f
State Stormwater Management Systems
Permit No SW8 060834
Page 2of2
Certification Requirements
1 The drainage area to the system contains approximately the permitted
acreage
2 The drainage area to the system contains no more than the permitted
amount of built -upon area
3 All the built -upon area associated with the protect is graded such that the
runoff drains to the system
4 All roof drains are located such that the runoff is directed into the system
5 The bypass structure elevations are per the approved plan
6 The bypass structure is located per the approved plans
7 A Trash Rack is provided on the outlet/bypass structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
10 The inlets are located per the approved plans and do not cause short-
circuiting of the system
11 The permitted amounts of surface area and/or volume have been
provided
12 All required design depths are provided
13 All required parts of the system are provided
14 The required system dimensions are provided per the approved plans
cc NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
Jeff Phillips, Brunswick County Engineering
Page 7 of 7

r_ , k
g/a-zItNlo $ 2 DUv, D o 1 Z 7 7
ylt-/o 6 AeoPIpv � Z State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocoptedfor use as an original
L GENERAL INFORMATION:
Applicant's name (specify the name of the corporation, individual, etc who owns the project)
Darske, LLC
2 Print Owners/Signing Official's name and title (the person legally responsible for facility and compliance)
Gerard J Skehan, Manager
3 Mailing Address for person listed in item 2 above
42 Yaupon Way
City Oak Island State NC Zip 28465
Telephone Number [phone] _
4 Project Name (subdivision, facility, or establishment name -should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc )
4570 Long Beach Road
5 Location of Project (street address)
4570 Long_Beach Road
City Oak Island County Brunswick
6 Directions to project (from nearest major intersection)
The project is located at 4570 Long Beach Road in Oak Island
7 Latitude 033°56'28 93"N
Longitude
8 Contact person who can answer questions about the project
078003'29 54"W
Name Brad Sedgwick,PE Telephone Number
H. PERMIT INFORMATION:
1 Specify whether project is (check one) X New Renewal
of project
[phone]
Modification
Fnrm CWi 1-101 Vi-rcinn 1 00
Panty 1 of d

su18 6260J 3,ti-
2 if this application is being submitted as the result of a renewal or modification to an existing permit, list
the existing permit number 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 Sediment/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
Multiple Underground Infiltration Trenches
2 Stormwater runoff from this project drain to the .J River basin
3 Total Project Area 1 033 Acres 4 Project Built Upon Area 725 %
5 How many drainage areas does the project have? 3
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
Basin Information
Total Drainage Basin
Drainage Basins A, B & C
Stream Name
Calf Gully Creek
-Receiving
Stream Class
See attached sheet
-Receiving
Drainage Area
1 033 ac
Existing Impervious* Area
Impervious* Area
0 749 ac
-Proposed
Impervious* Area total
72 5%
Surface Area
Drainage Basin
Drainage Basin
-Impervious*
On -site Building
10,000 0 sf
On -site Asphalt Road
20,836 0 sf
See attached sheet
On -site Sidewalks
1,784 0 sf
Other on -site
Off site
Total
32,620 0 sf
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads,
parking areas, sidewalks, gravel areas, etc
410,
Form SWU-101 Version 3 99 Page Yof 4

Basm Information
Drama a Area "A"
Drama e Area "B"
Drama a Area "C"
Receiving Stream Name
Calf Gully Creek
Calf Gully Creek
Calf Gully Creek
Receivmg Stream Class
C'
�oiS/�6
Drama a Area
0 21 ac
0 1 ac 1
0 38 ac
ExistingIm ervaous* Area
Proposed Impervious* Area
0 19 ac
0 19 ac
0 36 ac
% Impervious* Area total
90 5%
90 5%
94 7%
Ian rvaous* Surface Area
Drama e Basin
Drama e Basin
Drainage Basm
On -sate Concrete
392 sf
392 sf
1000 sf
On -sate Asphalt Road/Parking
5099 sf
5099 sf
10638 sf
On -sate Building
3000 sf
3000 sf
4000 sf
Other on -sate
Off site
Total
8491 sf
8491 sf
15638 sf
G
b-

7 How was the off -site impervious area listed derived?
NIA
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, out parcels and future development prior to 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
The following covenants are intended to ensure ongoing compliance with state management permit
number as issued by the Division of Water Quality These
covenants my not be changed or deleted without the consent of the State
2 No more than square feet of any lot shall be covered by structures or
impervious materials 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
S All permitted runo f from out parcels or future development shall be directed into the permitted
stormwater control system These connections to the stormwater control system shall be performed
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 item 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 SW-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Pnrm CWI I-101 VPrcinn -1 QQ Pam- 'I of d

VI. SUBMJTTAL 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.
1 Please indicate that you have provided the following required information by initialing in the space provided
next to each item
• Original and one copv of the Stormwater Management Permit Application Form
• One conv of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (savable to NCDENR)
• Detailed narrative description of stormwater treatment/manaaement
• Two conies of olans and specifications. includine
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project 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)
Vt. 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) JBS Consulting, PA Attention Brad Sedgwick, PE
Mailing Address 7332 Cotesworth Dr
City Wilmington State NC Zip
Phone [phone] Fax 910 &W--�0
Vlll. APPLICANT'S CERTIFICATION
28405
1, (print or type name of person listed to General Information, item 2) Gerard J Skehan, Manager
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 cove is will be recorded, and that the proposed project complies with the requirements of
15A NCAC 900
Signature Date a
Pnrm q W1 1-101 VPrcinn '3 00 PnoP d of d

ty 7- Permit No5W' 066 03-1-
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
UNDERGROUND INFILTRATION TRENCH SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review
A complete stormwater management plan submittal includes a stormwater management permit application, an
underground infiltration trench supplement for each system, design calculations, and plans and specifications
showing all stormwater conveyances and system details
I. PROJECT INFORMATION
Project Name 4570 Long Beach Road
Contact Person Brad Sedgwick. PE Phone Number 910 619-9990
For projects with multiple infiltration systems, a supplement form must be completed for each system This
worksheet applies to Trench A in Drainage Area A
(from plans) (from Form SWU-101)
H. DESIGN INFORMATION (attach supporting calculations/documentation):
Soils Report Summary (based upon an actual field investigation and soil borings)
Soil Type
Yaupon silty clay
Infiltration Rate
33
SHWT Elevation
95
Trench Design Parameters
Design Volume
6588
Design Storm
I
Drawdown Time
05
Perforated Pipe Size
10
Perforated Pipe Length
432
No Observation Wells
2
Stone Type (if used)
#57 T
Stone Void Ratio
40%
Trench Elevations (in feet mean sea level)
Bottom Elevation
97
Storage/Overflow Elevation
98
m/hr
finsl (Seasonal High Water Table elevation)
cf
0to10o
See S �C21
rRQIy 91'106 4C
s i 4e Vet,, - war k n.4
9 -3, &V
inch event (15 inch event for SA waters, I inch eventfor others)
days
inch diameter
ft
(may be required on a case -by -case basis)
finsl JeAO-61 10
fins]
z2
Form SWU-107 Rev 3 99 Page 1 of 4

�) 4 l06 & 1)4ev 2- J`w duo OZ4
Trench Dimensions
Height 1 ft Length 432 ft
Width 3 ft Volume Provided 6 cu ft
A-6
M. 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, November 1995) and Administrative Code Section 15
A NCAC 2H 1008
Initial in the space provided to indicate that 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 Attach justification if a requirement has not been met
Applicants Initials
a System is located 50 feet from class SA waters and 30 feet from other surface waters
b System is located at least 100 feet from water supply wells
c Bottom of system is at least 2 feet above the seasonal high water table
d Bottom of the system is 3 feet above any bedrock or impervious soil horizon
e Off-line system, runoff in excess of the design volume bypasses the system (bypass detail
provided)
f
<�Jv� - L)4e
4�4 h
System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days based upon infiltration
through the bottom only (a hydrogeologic evaluation may be required)
Soils have a minimum hydraulic conductivity of 0 52 inches per hour
System is not sited on or in fill material or DWQ approval has been obtained
i Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized
1 System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage
k. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way
l System captures and infiltrates the runoff from the first 1 0-inch of rainfall (1 5 inch event
for areas draining to SA waters)
in Drainage area for the device is less than 5 acres
n A pretreatment device (filter strip, grassed swale, sediment trap, etc ) is provided
o Trench bottom is covered with a layer of clean sand to an average depth of 4 inches
Sides of the infiltration trench are lined with geotextile fabric
q Rock used is free of fines (washed stone) and has a large void ratio
r Side to bottom area ratio is less than 4 1
s Observation well(s) are provided (case -by -case basis)
Form SWU-107 Rev 3 99 Page 2 of 4

I
• r �
t Vegetated filter is provided for overflow (50 feet for SA waters, 30 feet for other waters)
and detail is shown on plans
u. A benchmark for checking sediment accumulation is provided
IV. UNDERGROUND INMTRATION TRENCH OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the bypass/overflow structure for
blockage and deterioration and the infiltration system for erosion, trash accumulation, grass cover, and general
condition.
2 Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash and blockages as needed to maintain system
performance
3. Remove accumulated sediment annually or when depth is reduced to 75% of the original design depth Restore
depth to original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed
4 The water level in any monitoring wells will be recorded after a I -inch rainfall event and at least once a month
Chromic high water table elevations (within 1 foot of the bottom of the system for a period of three months) shall
be reported to DWQ immediately
5. If DWQ determines that the system is failing, the system will immediately be repaired or replaced to original
design, specifications. If the system cannot be repaired to perform its design function, other stormwater control
devices as allowed by NCAC 2H A000 must be designed, approved and constructed.
6 Remove accumulated sediment from the infiltration system annually or when depth in the unit is reduced to
75% of the ongmal design depth The system shall be restored to the original design depth without over
excavating Over -excavating may cause the required water table separation to be reduced and may
compromise the ability of the system to perform as designed. Removed sediment shall be disposed of in an
appropriate manner and shall not be handled in a manner that will adversely impact water quality (i.e.
stockpiling near a stormwater t mahnwt device or stream, etc.).
A benchmark shall be established in the infiltration system. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments
When the depth at the benchmark reads _ 2.5" , the accumulated sediment shall be removed
from the system.
Form SWU-107 Rev 3 99 Page 3 of 4

I acknowledge and agree by my stgnahrre below that I am responsible for maintaimng the Wmwala mIjeehon
Sy9tem in a=rdance with the six 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 and Title Gerard J. Skehan, Minggr
Address
►,
Phone•
Signatu
Note "w legally responsible parry should not be a homeowners associaizon unless more than SO% of the lots have been sold and a
resident of the subdivision has been named the president
1, A-�t'e a Notary Public for the State of N.IL Cacn ." , County of
do hereby certify that _ CS f4r_A -=► S kel►ar. _._ personally appeared before me this
day of 3u,Lr 2ao6 and acknowledge fthe due execution of the forgoing infiltration
basin maintenance requirements. Witness my hand and official seal,
� W
`,���ttsttt8trirtoo ..i R
�QTARY m
�Z 6C
r a �, 0-:
�
G �.
My commission expires 6 - Zest
Form SWU-107 Rev 3 99 Page 4 of 4

Permit No S God �ZCS 5y—
(to be provided by DWO
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
UNDERGROUND INFILTRATION TRENCH SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review
A complete stormwater management plan submittal includes a stormwater management permit application, an
underground infiltration trench supplement for each system, design calculations, and plans and specifications
showing all stormwater conveyances and system details
I. PROJECT INFORMATION
Project Name 4570 Long Beach Road
Contact Person Brad Sedawick. PE Phone Number [phone]
For projects with multiple infiltration systems, a supplement form must be completed for each system This
worksheet applies to Trench B in Drainage Area B
(from plans) (from Form SWU-101)
H. DESIGN INFORMATION (attach supporting calculations/documentation):
Soils Report Summary (based upon an actual field investigation and soil borings)
Soil Type
Yaupon silty clay
Infiltration Rate
33
SHWT Elevation
95
Trench Design Parameters
Design Volume
6588
Design Storm
1
Drawdown Time
05
Perforated Pipe Size
10
Perforated Pipe Length
432
No Observation Wells
2
Stone Type (if used)
#57
Stone Void Ratio
40%
Trench Elevations (in feet mean sea level)
Bottom Elevation
97
Storage/Overflow Elevation
98
re IOI4l0C
in/hr 'Fe-C ay�nC2
fmsl (Seasonal High Water Table elevation) i�i ved' '�1610&,-
c f a5scru{pcQ
inch event (15 inch event for SA waters, I inch event for others1 "
days
inch diameter
ft
(may be required on a case -by -case basis)
k t4; r
fins] D6 173
l a/�
fmsl
Form SWU-107 Rev 3 99 Page i of 4

g4/a,�; ,eJ,,I,)-
s� g 060S 34-
Trench Dimensions
Height 1 ft
Width 3 ft
III. REQUIRED ITEMS CHECKLIST
Length 432 ft
Volume Provided 659-t cu ft
The following checklist outlines design requirements per the Stormwater Best Management Practices manual (N C
Department of Environment, Health and Natural Resources, November 1995) and Administrative Code Section 15
A NCAC 2H 1008
Initial in the space provided to indicate that 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 Attach justification if a requirement has not been met
Applicants Initials
Q9 a System is located 50 feet from class SA waters and 30 feet from other surface waters
b System is located at least 100 feet from water supply wells
c Bottom of system is at least 2 feet above the seasonal high water table
QZ- d Bottom of the system is 3 feet above any bedrock or impervious soil horizon
e Off-line system, runoff in excess of the design volume bypasses the system (bypass detail
U� T
provided)
f
System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days based upon infiltration
through the bottom only (a hydrogeologic evaluation may be required)
g
Soils have a minimum hydraulic conductivity of 0 52 inches per hour
QL h
System is not sited on or in fill material or DWQ approval has been obtained
i
Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
42
stabilized
n J.
System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage
k
System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public nght-of way
ISystem captures and infiltrates the runoff from the first I 0-inch of rainfall (15 inch event
Qv< for areas draining to SA waters)
a m Drainage area for the device is less than 5 acres
t4 6& n A pretreatment device (filter strip, grassed swale, sediment trap, etc ) is provided
o Trench bottom is covered with a layer of clean sand to an average depth of 4 inches
✓� p Sides of the infiltration trench are lined with geotextile fabric
q Rock used is free of fines (washed stone) and has a large void ratio
r Side to bottom area ratio is less than 4 1
s Observation well(s) are provided (case -by -case basis)
Form SWU-107 Rev 3 99 Page 2 of 4

t Vegetated filter is provided for overflow (50 feet for SA waters, 30 feet for other waters)
and detail is shown on plans
u A benchmark for checking sediment accumulation is provided
IV. UNDERGROUND INFILTRATION TRENCH OPERATION AND MAINTENANCE AGREEMENT
1 After every runoff producing rainfall event and at least monthly inspect the bypass/overflow structure for
blockage and deterioration and the infiltration system for erosion, trash accumulation, grass cover, and general
condition
2 Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash and blockages as needed to maintain system
performance
3 Remove accumulated sediment annually or when depth is reduced to 75% of the original design depth Restore
depth to original design depth without over -excavating Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed
4 The water level in any monitoring wells will be recorded after a 1-inch rainfall event and at least once a month
Chronic high water table elevations (within 1 foot of the bottom of the system for a period of three months) shall
be reported to DWQ immediately
5 If DWQ determines that the system is failing, the system will immediately be repaired or replaced to original
design specifications if the system cannot be repaired to perform its design function, other stormwater control
devices as allowed by NCAC 2H 1000 must be designed, approved and constructed
6 Remove accumulated sediment from the infiltration system annually or when depth in the unit is reduced to
75% of the original design depth The system shall be restored to the onginal design depth without over
excavating Over -excavating may cause the required water table separation to be reduced and may
compromise the ability of the system to perform as designed Removed sediment shall be disposed of in an
appropriate manner and shall not be handled in a manner that will adversely impact water duality (i e
stockpiling near a stormwater treatment device or stream, etc )
A benchmark shall be established in the infiltration system The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments
When the depth at the benchmark reads 2.5" , the accumulated sediment shall be removed
from the system.
Form SWU-107 Rev 3 99 Page 3 of 4

I acknowledge and agree by my signature below that I am responsible for maintaining the stormwater collection
system in accordance with the six 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 and Title Gerard J Skehan, Manager
Address
Phone
Signatu
2Y
Note The legally responsible party should not be a homeowners association unless more than SD% of the lots have been sold and a
resident of the subdivision has been named the president
1, A —Drew ?o pep— , a Notary Public for the State of V1 W,' k C"o 1k ,�m _ , County of
�6,_,.,:Acw!&O= , do hereby certify that 6 er4rA -3'- g ke6,,, _ personally appeared before me this
,a:z day of 3'u rC , '"oL , and acknowledge the due execution of the forgoing infiltration
basin maintenance requirements Witness my hand and official seal,
0 w
> NOTARY N U
Z'Z 2 PUBLIC Z
SEAL My commission expires 6 - �- If
y°s 09-20 rj 4,
Form SWU-107 Rev 3 99 Page 4 of 4

z- Permit No Tog Q156r6J 3.4
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
UNDERGROUND INFILTRATION TRENCH SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review
A complete stormwater management plan submittal includes a stormwater management permit application, an
underground infiltration trench supplement for each system, design calculations, and plans and specifications
showing all stormwater conveyances and system details
L PROJECT INFORMATION
Project Name 4570 Long Beach Road
Contact Person Brad SedgEick. PE Phone Number 910 619-9990
For projects with multiple infiltration systems, a supplement form must be completed for each system This
worksheet applies to Trench C in Drainage Area C
(from plans)
(from Form SWU-101)
H. DESIGN INFORMATION (attach supporting calculations/documentation):
Soils Report Summary (based upon an actual field investigation and soil horings) pig /014 C
Soil Type
Yaupon silty clay
Infiltration Rate
33
SHWT Elevation
955
Trench Design Parameters
Design Volume
12451
Design Storm
1 T�
Drawdown Time
05
Perforated Pipe Size
10
Perforated Pipe Length
816
No Observation Wells
2
Stone Type (if used)
#57
Stone Void Ratio
40%
Trench Elevations (in feet mean sea level)
Bottom Elevation
975
Storage/Overflow Elevation
985
in/hr � �✓�&JR �1(v14961 sr
fmsl (Seasonal High Water Table elevation k- af
inch event (15 inch event for SA waters, I inch event for others)
days
inch diameter
ft
(may be required on a case -by -case basis)
J,�A(`�f
fmst
",j
Emil l d
..S( "
90 = 24.5-
NWT = 21_5r
Form SWU-107 Rev 3 99 Page 1 of 4

4?/6/06- &e V "(/, / z S`Cog d60'834L
Trench Dimensions
Height 1 ft Length 816 ft
Width 3 ft Volume Provided 12462 cu ft
M. 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, November 1995) and Administrative Code Section 15
A NCAC 2H 1008
Initial in the space provided to indicate that 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. Attach justification if a requirement has not been met
Applicants Initials
a System is located 50 feet from class SA waters and 30 feet from other surface waters
b System is located at least 100 feet from water supply wells
c Bottom of system is at least 2 feet above the seasonal high water table
d Bottom of the system is 3 feet above any bedrock or impervious soil horizon
e Off-line system, runoff in excess of the design volume bypasses the system (bypass detail
provided)
System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days based upon infiltration
through the bottom only (a hydrogeologic evaluation may be required)
Soils have a minimum hydraulic conductivity of 0 52 inches per hour
System is not sited on or in fill material or DWQ approval has been obtained
Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized
System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage
k System is located in a recorded drainage easement for the purposes of operation and
"t b4 _ maintenance and has recorded access easements to the nearest public right-of-way
Form SWU-107 Rev 3 99
System captures and infiltrates the runoff from the first 1 0-inch of rainfall (1 5 inch event
for areas draining to SA waters)
Drainage area for the device is less than 5 acres
A pretreatment device (filter strip, grassed swale, sediment trap, etc ) is provided
Trench bottom is covered with a layer of clean sand to an average depth of 4 inches
Sides of the infiltration trench are lined with geotextile fabric
Rock used is free of fines (washed stone) and has a large void ratio
Side to bottom area ratio is less than 4 1
Observation well(s) are provided (case -by -case basis)
Page 2 of 4

ri
t. Vegetated filter is provided for overflow (50 feet for SA waters, 30 feet for other waters)
and detail is shown on plans.
u. A benchmark for checking sediment accumulation is provided.
IV. UNDERGROUND INFILTRATION TRENCH OPERATION AND MAMENANCE AGREEMENT
i After every runoff producing rainfall event and at least monthly inspect the bypass/overflow structure for
blockage and deterioration and the infiltration system for erosion, trash accumulation, grass cover, and general
condition
2 Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash and blockages as needed to maintain system
performance.
3 Remove accumulated sediment annually or when depth is reduced to 75% of the original design depth. Restore
depth to original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed
4 The water level in any monitoring wells will be recorded after a I -inch ramfall event and at least once a month
Chronic high water table elevations (within 1 foot of the bottom of system for a period of three months) shall
be reported to DWQ immediately
5 If DWQ determines that the system is failing, the system will immediately be repaired or replaced to original
design specifications If the system cannot be repaired to perform its design function, other stormwater control
devices as allowed by NCAC 2H 1000 must be designed, approved and constructed.
6 Remove accumulated sediment from the infiltration system annually or when depth in the unit is reduced to
75% of the original design depth. The system shall be restored to the original design depth without over
excavating. Over -excavating may cause the required water table separation to be reduced and may
compromise the ability of the system to perform as designed. Removed sediment shall be disposed of in an
appropriate manner and shall not be handled in a manner ner that will adversely impact water quality (i.e.
stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the infiltration system. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the depth at the benchmark reads 2.5" the aeeamulated se"ent shall be removed
from the system.
Form SVVU-107 Rev 3 99 Page 3 of 4

I acknowledge and agree by my signature below that I am responsible for maintaining the stormwater collection
system in accordance with the six 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.
Prmt Name and Title: Gerard J. Eke er
t.['.. .
Phone:
Signatu
Note Me 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
1, A l few I to llrrz , a Notary Public for the State of County of
I
do hereby certify that a personally appeared before me this
? day of S�, ..� a a G ,, and acknowledge the due execution of the forgoing mftltratton
basin rnamtenance requirements. Witness my hand and official seal,
OVw A o,d''%
SSIOAO
i } NOTARY N U
Z'I pUBLIC �
cell
My commission expires e' -5 ?.,p r
Form SWL -107 Rev 3 99 Page 4 of 4