SW8060806_HISTORICAL FILE_20060922

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 �Oho
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
wNe HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20010 0(111
YYYYMMDD

Michael Easley Governor
William Ross Jr, Secretary
North Carolina Department of Environment and Natural Resources
Alan W Klimek P E Director
Division of Water Quality
Coleen H Sullins Deputy Director
Division of Water Quality
September 22, 2006
Mr Brian D Dodd, Member
Sea View Investment Group, LLC
P O Box 745
Kure Beach, NC 28449
Subject Stormwater Permit No SW8 060806, Sea View
High Density Subdivision Protect, New Hanover County
Dear Mr Dodd
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Sea View on August 2, 2006, and additional information on September 21, 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 060806 dated September 22, 2006, for the construction of the
subject project
This permit shall be effective from the date of issuance until September 22, 2016, and
shall be subject to the conditions and limitations as specified therein Please note that the
construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-2151 and is subject to
enforcement action pursuant to NCGS 143-215 6A 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 150E 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
Mary Jean Naugle, or me at [phone]
Sincerely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/mjn S \WQS\STORMWAT\PERMIT\060806 sep06
cc Luke Menius, Stroud Engineering
Tony Roberts, New Hanover County Building Inspections
Beth E Wetherill, New Hanover County Engineering
Division of Coastal Management
Wilmington Regional Office
Central Files
w
N C Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington NC 28405 [phone] Fax [phone] NO DEN'R

State Stormwater Management Systems
Permit No SW8 060806
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION 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
Brian D Dodd, Member and Sea View Investment Group, LLC
Sea View
637 Fort Fisher Blvd North, Kure Beach, New Hanover County
FOR THE
construction, operation and maintenance of one (1) underground infiltration trench 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 September 22, 2006, and shall be
subject to the following specified conditions and limitations
I DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
2 This stormwater system has been approved for the management of stormwater runoff as
described in Section 17 on page 3 of this permit The subdivision is permitted for
nineteen (19) lots, each allowed built -upon area as follows
Number
of Lots
Lots Numbered
Built -upon area
(square feet
1
8
694
8
2,4,6,10,11,13,16,18
875
10
1,3,5,7,9,12,14,15,17,19
911
The stormwater control has been designed to handle the runoff from a total of 34,000
square feet of impervious area The infiltration trench was oversized to collect a 3 inch
storm water event, therefore does not require a 30 foot vegetated filter
4 The tract will be limited to the amount of built -upon area indicated on page 3 of this
permit, and per approved plans This permit provides no allocation for any future built -
upon area
Page 2 of 8

State Stormwater Management Systems
Permit No SW8 060806
5
6
7
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
The runoff from all built -upon area within the permitted drainage areas of this project
must be directed into the permitted stormwater control system
The following design criteria have been provided in the infiltration trench and must be
maintained at design condition
F
b
c
d
e
f
9
i
9
m
n
0
p
Drainage Area, acres 1 543 acres
Onsite, ft2 66,832
Offsite, ft2 0
Total Impervious Surfaces, ft2 34,000
Design Storm, inches
3
Trench Dimensions, L x W x H, ft
241 x 4 x 2
Perforated Pipe Diameter/Length
8 in dia x 241 ft
Bottom Elevation, FMSL
13
Bypass Weir Elevation, FMSL
977
Stormwater pumped from storage area
(located in 36" pipe)
To trench
Permitted Storage Volume, ft3 8485
(1200 If of 36" pipe) prior to being pumped
Type of Soil
Expected Infiltration Rate, in/hr
Seasonal High Water Table, FMSL
Time to Draw Down, hours
Pump model Zoeller # 264
Receiving Stream/River Basin
Stream Index Number
Classification of Water Body
II SCHEDULE OF COMPLIANCE
Newhan
20
11
48 hours
30 gpm @ 14 ft TDH
Atlantic Ocean
99-3
"SB„
1 The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface
2 During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately
3 The facilities shall be constructed as shown on the approved plans This permit shall
become void 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 8

State Stormwater Management Systems
Permit No SW8 060806
4 If the stormwater system was used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility
5 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 re -vegetation 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 outlet structure must be available at all times
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
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 maybe required for those deviations The certification
form is included on pages 7 and 8 of this permit
Access to the stormwater facilities shall be maintained via appropriate easements at all
times
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 Protect 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 protect area The
protect area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit was
sought
f Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan
10 The permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction
11 A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction
Page 4 of 8

State Stormwater Management Systems
Permit No SW8 060806
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
13 Prior to the sale of any lot, the following deed restrictions must be recorded
a The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 060806, as issued by the Division
of Water Quality under NCAC 2H 1000
b The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management
Permit
c These covenants are to run with the land and be binding on all persons and
parties claiming under them
d The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the State of North Carolina, Division of Water
Quality
Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Water Quality
The maximum built -upon area per lot is as follows
Number
of Lots
Lots Numbered
Built -upon area
(square feet
1
8
694
8
2,4,6,10,11,13,16,18
875
10
1,3,5,7,9,12,14,15,17,19
911
These allotted amounts include any built -upon area constructed within the lot
property boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement 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
g Lots and common areas within CAMA's Area of Environmental Concern may be
subject to a reduction in their allowable built -upon area due to CAMA regulations
All runoff from the built -upon areas must drain into the permitted system This may
be accomplished through a variety of means including a piped collection system,
which ultimately discharges into the storm water facility, appropriate grading such
that the built -upon surfaces drain into the storm water facility, or graded swales
which collect runoff and direct it into the storm water facility, or infiltration where
applicable
Built -upon area in excess of the permitted amount will require a permit
modification
14 A copy of the recorded deed restrictions must be submitted to the Division within 30 days
of the date of recording the plat, and prior to selling lots The recorded copy must
contain all of the statements above, the signature of the Permittee, the deed book
number and page, date and the stamp/signature of the Register of Deeds
Page 5 of 8

State Stormwater Management Systems
Permit No SW8 060806
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 maybe appropriate The approval of this request will be considered
on its merits and mayor may not be approved The permittee is responsible for compliance
with all permit conditions until such time as the Division 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
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 re -issuance 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 of any name, ownership or mailing address
changes within 30 days
Permit issued this the twenty-second day of September 2006
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
(�A'Ib yta 4a, 00� Vr
fia— n W Klimek, P E , Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 060806
Page 6 of 8

State Stormwater Management Systems
Permit No SW8 060806
Sea View
Stormwater Permit No SW8 060806
New Hanover Countv
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full time) the
construction of the protect,
(Protect)
for (Protect Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the protect 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 7 of 8

State Stormwater Management Systems
Permit No SW8 060806
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 Permit No SW8 060806
Tony Roberts, New Hanover County Building Inspections
Page 8 of 8

OFFICE USE ONLY
Date Received
I Fee Paid
Permit Number
$ Z Dl0
Azq ow Do O
w eQ SO
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 ongmal
I GENERAL INFORMATION
1 Applicants name (specify the name of the corporation individual etc who owns the project)
Sea View Investment Group, LLC (member managed)
2 Print Owner/Signing Official s name and title (person legally responsible for facility and compliance)
3 Mailing Address for person listed in item 2 above
PO Box 745
City Kure Beach State NC Zip 28449
Telephone Number ( 910 ) 612-8605
4 Project Name (subdivision, facility or establishment name - should be consistent with project name on plans
specifications letters operation and maintenance agreements etc )
5 Location of Project (street address)
637 Fort Fisher Blvd. North
City Kure Beach County New Hanover
6 Directions to project (from nearest major intersection)
From intersection of Dow Rd. and Fort Fisher Blvd , take Fort Fisher Blvd.
north 6 blocks Project is on the left before Kure Village Way.
7 Latitude 340 00 i 28" Longitude 770 54 i 12" of project
8 Contact person who can answer questions about the project
Name Luke Menws 0 Stroud Engineering Telephone Number ( 910 1 815-0775
II PERMIT INFORMATION
I Specify whether project is (check one) _XNew Renewal Modification
Form SWU-101 Version 3 99 Page 1 of 0 2 2006
AUG7BY

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 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
The first 3" of stormwater will be collected in 36" RCP and DumDed
to an infiltration trench sited in soils capable of infiltrating over
20 in/hr A detailed narrative is attached.
2 Stormwater runoff from this project drains to the Cape Fear River basin
3 Total Project Area 1.93 acres 4 Project Built Upon Area 50.9 %
5 How many drainage areas does the project have? 1
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
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Atlantic ocean
Receiving Stream Class
SB
Drainage Area
1
66832 5 F c
Existing Impervious` Area
0
Proposed ImpervioustArea
34000 -
% Impervious' Area (total)
50.9 f
Impervious` Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
15540
On -site Streets
10100
On -site Parking
6865
On -site Sidewalks
0
Other on -site
1495 reserve
Off -site
0
Total 34000
Total
` Impervious area is defined as the built upon area including, but not limited to buildings roads parking areas
sidewalks gravel areas, etc
C�VQ D-
Form SWU-IOl Version 3 99 Page 2 of AUG 0 2 2006
BY L__

How was the off -site impervious area listed above derived?
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
1 The following covenants are intended to ensure 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 34000 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
5 All permitted runoff from outparcels 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 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
'
EC �� r ,
Form SWU-101 Version 3 99 Page 3 of G 0 220 66
- --- -

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
Initials
• Original and one copy of the Stormwater Management Permit Application Form t^
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR) 4,
• 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 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)
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) Luke Menius @ Stroud Engineering, P A
Mailing Address 102—D Cinema Drive
City Wilmington
Phone ( 910 ) 815-0775
VIII APPLICANT'S CERTIFICATION
State NC
Zip 28403
Fax ( 910 ) 815-0593
I (print or type name of person listed in General Information item 2) Brian D. Dodd, member ,
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 2H 1000
Signature
Form SWU-101 Version 3 99
Date I' I - O (o
FRECEYN 7--
Page 4 of 4 AUG 0 Z 2006
BY. -

Permit No JW8 060SO(2)
(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 anginal
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 Sea View
Contact Person Luke Menius @ Stroud Engineer > nlffione Number (310 ) 815-0775
For projects with multiple infiltration systems, a supplement form must be completed for each system This
worksheet applies to Trench in Drainage Area
(from plans) (from Form SWU-101)
II DESIGN INFORMATION (attach supporting calculations/documentation)
Soils Report Summary (based upon an actual field investigation and soil borings)
Soil Type Newhan
Infiltration Rate 20+ cf/hr/sf (circle appropriate units)
SHWT Elevation 11.0 fmsl (Seasonal High Water Table elevation)
Trench Design Parameters
Design Volume 8485 c f
Design Storm 4 inch event (1 S inch event for SA waters, I inch event for others)
Drawdown Time 2 days STO P,465- I�GLCJ/-1 E
Perforated Pipe Size 8 inch diameter
Perforated Pipe Length 241 It
No Observation Wells 0
Stone Type (if used) ll 57 washed
Stone Void Ratio 40%
Trench Elevations (infect mean sea level)
(may be required on a case -by -case basis)
Bottom Elevation 13 0 fmsl
Storage/Overflow Elevation 9.77 fmsl (see narrative)
Form SWU-107 Rev 3 99 Page 1 of 4
AUG 0 2 2006
BY ___ J

Trench Dimensions
Height
Width
2 ft Length
4 ft Volume Provided
III REQUIRED ITEMS CHECKLIST
241 It
8485 cu ft
(see narrative)
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 If
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
(see narrative) e Off-line system, runoff in excess of the desi)gn volume bypasses the system (bypass detail
provided) (3" d�¢515n S{CX h. us0
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 hydrogeologrc evaluation may be required)
g Soils have a minimum hydraulic conductivity of 0 52 inches per hour
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
stabilized
Ir 3 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
Lk 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
(see narrative) System captures and infiltrates the runoff from the first 1 0 inch of rainfall (1 5 inch event
for areas draining to SA waters ) ( -j t dB 5j�)n 5{orrn Usea
�^ in Drainage area for the device is less than 5 acres
(see narrative) n A pretreatment device ( filter strip, grassed Swale, sediment trap, etc ) is provided
L 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
Form SWU-107 Rev 3 99 Page 2 of 4
AUG tl 2 2006
BY

NA s Observation well(s) are provided (case -by -case bans)
(see narrative) t Vegetated filter is provided for overflow (50 feet for SA waters, 30 feet for other waters)
and detail is shown on plans (51 Cie -Sign sbr w% USQci.)
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 fading, 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 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 4.5" , the accumulated sediment shall be removed
from the system. (see narrative)
RECETNT71D
AUG (i 2 2006
Form SWU-107 Rev 3 99 Page 3 of 4
BY

I acknowledge and agree by my signature below that I am responsible for maintaining the stonnwater
collection system in accordance with the six maintenance procedures listed above 1 agree to notify DWQ
of any problems with the system or pnor to any changes to the system or responsible party
Print Name and Title &IRtA �). D
Address
Phone [phone]
Signature
Date 8/1/06
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
t,,'^1,t 1 m e "A � 6 Yd" a Notary Public for the
,,State
1of II County of
IV-I,U N"t1flGVt — , do hereby certify that �,h �t3pt� personally appeared before me this
,�
day of , ZO%to , and acknowledge the due execution of the forgoing infiltration basin maintenance
requirements Witness my hand and official seal,
U , �pTAq�
SEAL i U My commission expires
O
RLC�T� rr,�
Fomi SWU-107 Rev 3 99 Page 4 of 4 5 2 2006
I�
AUG7BY----._- -J

ccA» INFORMATION PERTAINING TO DEED RESTRICTIONS
AND PROTECTIVE COVENANTS
In accordance with Title 15 NCAC 2H 1000, the Coastal Stormwater Management
Regulations, deed restrictions and protective covenants are required for High Density
Residential Subdivisions where lots will be subdivided and sold Deed restrictions and
protective covenants are necessary to ensure that the development maintains a "built -upon"
area consistent with the design criteria used to size the stormwater control facility The
following deed restrictions and covenants must be recorded prior to the sale of any lot
1 The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number as issued by the Division
of Water Quality under NCAC 2H 1000
2 The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater management permit
3 These covenants are to run with the land and be binding on all persons and parties
claiming under them
4 The covenants pertaining to stormwater may not be altered or rescinded without the
express written consent of the State of North Carolina, Division of Water Quality
5 Alteration of the drainage as shown on the approved plan may not take place without
the concurrence of the Division of Water Quality
6 The maximum allowable built -upon area per lot is as follows
Lot #'s 1, 3, 5, 7, 9, 12, 14, 15, 17, 19 BUA = 911 sf
Lot #'s 2, 4, 6, 10, 11, 13, 16, 18 BUA = 875 sf
Lot # 8 BUA = 694 sf
SEE ATTACHED DIMENSIONED MAP
These allotted amounts Include any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line and the edge
of the pavement 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
7 All runoff from the built -upon areas on the lot must dram into the permitted system This
may be accomplished through a variety of means including roof drain gutters which
drain to the street, grading the lot to drain toward the street, or grading perimeter swa/es
to collect the lot runoff and directing them into a component of the stormwater system
Lots that will naturally drain into the system are not required to provide these additional
measures
ByTitles �% wlva�fli4 bit
Signature _ Date
I, OD11-nP 4, `T_ n a notary public for the State of North Carolina, County of
New Hanover, do hereby certify that Y1 1�c�. personally appeared
before me this 2l`5i day of t , 2(ZL0 and acknowledge the due
execution of this document Witness my hand and official seal,
SEAL : *e �o•A9� *: My commission expires June
.>;A?J8 T
LG;'2��
7SEP 2 ti''• • • o .� 1 2006
i4�gNVE
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STROUD ENGINEERING, P A
102-D Cinema Drive
WILMINGTON, NC 28403
// ;;�� [phone]
�vL
TO E-Im
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
D.1244NE @IF 4G3LQGrl��rt]�44LQ�
DATE
V
ATTENTION
wt. �
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the following items
❑ Samples ❑ Specifications
COPIES
DATE
NO
DESCRIPTION
12
THESE ARE TRANSMITTED as checked below
❑
For approval
❑
For your use
❑
As requested
❑
For review and comment
❑
FORBIDS DUE _.
REMARKS
COPY TO
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
4
SIGNED T
If enclosures are not as noted kindly notify us at once

1 °T
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[Home use only] sw dgn 9/21/2006 11 31 18 AM

STROUD ENGINEERING, P A
102-D Cinema Drive
WILMINGTON, NC 28403
[phone]
TO ^,(-il6A/P\
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
�L�44C�G3 OCR 4G3L^al�l�[��44La�
^
GATEJIg
JOB N t,✓` C'3
ATTEN N
RE
VI` C'�15�o^S
�,,g D6fl�os
the following items
❑ Samples ❑ Specifications
COPIES
DATE
NO
DESCRIPTION
uM L<)Cf w jPa/
2-
THESE ARE TRANSMITTED as checked below
❑
For approval
❑
For your use
❑
As requested
❑
For review and comment
❑
FORBIDS DUE
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
I, m EN 5ieo C) oe x-1 I &)L L- c cry
COPY TO
SIGNED
If enclosures are not as noted kindly notify us at once

STROUD ENGINEERING, PA.
CONSULTING ENGINEERS
102 D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
[phone]
September 8, 2006
NCDENR
Attn Mary Jane Naugle
127 Cardinal Drive
Wilmington, North Carolina 28405
Re Sea View
SW8 060806
New Hanover County
Dear Mary Jane,
Please find the attached revised stormwater plan for Sea View per your comments 1 have addressed
all of your concerns as follows
The ground elevation in the immediate vicinity of the infiltration basin will be 15 5' to
provide 0 5' of cover over the trench
The buildings are located on individual lots whose Imes are within 5' of the building
Areas on the property outside of the individual lots are common area and are utilized as
private drainage easement All drainage infrastructure is located within said easement
The lot lines and drainage infrastructure have been added to the Dimension Detail on page
2 of the plans for clarity
3 Existing catch basins located along Kure Village Way will be left in place in the gutter to
catch runoff from the road New paved parking surface beyond this existing gutter flow
line will be graded towards new catch basins
4 A 4" layer of clean sand is included in the trench cross section detail
5 Sealed calculations are included
6 Further investigation by the sod consultant indicates that our proposed site improvements
will allow for adequate separation, as verified by Vincent Lewis The report is attached
7 The requested pump specifications have been added to the Junction Box/Sump Detail on
page 2
Thank you for you assistance in this matter If you have any further questions or concerns, please do
not hesitate to call
Respectfully Yours,
RECMNTRD
SEP 0 S 2006
Luke Memus
BY
F t t' / RC653/w d/MJ2 t� d
P P
102 D CINEMA DRIVE
HESTRON PLAZA TWO
151 A HWY 24
GREENVILLE NC 27858
WILMINGTON NC 28403
MOREHEAD CITY NC 28557
[phone]
[phone]
[phone]

''RF, S�-"�,
September 1, 2006
Residential Foundation Testing Services PLLC
Taylor Custom Homes r
_ fF„ `c/o Stroud Engtneenng, PA-
5• �'V ,lY4I
102D Cinema Drive
Wilmington, North Carolina 28403, ;
- Attention 'Mr'LukelvMemus`}
? _ Reference . " Soils Infiltration Evaluation `
Sea Vi6w Project't
South Foit Fisher Boulevard ;
{; Kure Beach;,North Carolina
RFTS,Job No 072-06'
Dear Mr Memus
• z ,As requested, RFTS has recently completed field46rk foi•the purpose of evaluating` soil
irifiltration rates,withm an,area,proposed for use as a storm'water infiltration stricture on
the above-r"eferenced project' Thts=letter summanzes.our field activities and'provtdes ;
conclusions and recommendations relating to SinfiltrahonI rates
PROJECT INFORMATION
,As we understand from our conversations °with,you, the" -area of the proposed infiltration
structure will be prepared by removing organic soils,occumng in'the upper two feet•of„
'grade and replacing -them with clean "sands -The infiltration structure will'then introduce.
water into the on -site soils at a,depth of 6 to 12 inches below;the restored grade i,Asrthe
_ site grade Will be raised approximately 2 feet dunng site grading operations, taus depth of--' ^
introduction will_correspond to a depth of 3'/s to 4'feet below final site grade
' 4' ' ' a ', ,f r ,> '♦_
"DESCRIPTION OF FIELD ACTIVITIES
In'order to obtain data relevant to the evaluation of the infiltration' charactensties' of the
in-place:soils, our representative visited the site ,on two occasions and perfoimed the `
,r .
following field work
, t
• I ' (July 12; 2006) Conducted infiltration testing using a Guelph Permeameter at
a -test depth of 6 inches�`below,the'restored grade withm,an aiea`prepared'm % -,
"accordance,with the procedures,`outimed'm Projectslnformation above (this
,corresponding to,a depth of,approximately'3% feet below the proposed firial'site ;
grade) The permeameter is a constant -head device operating onz the
'^ 1305 3A Carolina Beach Ave N _ Office 910-458-1377 .y
Carolina Beach, North Carolina 28428 Fax [phone] i
' - ' CE 17 .

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' Taylor Custom Homes September 1; 2006
RFTS Job No ,672-06 Page Two, . .
Manotte'siphon principle ' It'is described m'ASTM D5126 The permeameter is
'used to determine field,saturated hydraulic conductivity in centimeters per second
- for soil at a specified depth This testing involves advancing,a borehole to the' : Y
P desired mfiltration'depth and mtroducmg water at a constant head to determine'a''
` steady-state flow rate from)which hydraulic conductivity can be calculated
2 (August 14,12006) Advanced a hand auger-bonng to a'depth of 64 inches -
a"`' below site grade at an undisturbed location (i e; a location which had uot'been y '
:E prepared m.accordance,with the procedures outlined in Projeah4onnation above)
_ y for.the piupose of identifying the soil profile occumng pnor,to construction of the
" infiltration structure ; The soils, encountered in the boring were ` logged and
visually classified by depth, and their coloration was compared to'a Munsell Soil
Color Chart to estimate their rkelative degree of aeiation
r
} 'FINDINGS AND'R_ECOMMENDATIONS
' ' "Our field -data is -shown -in detail m=the' attached tables -Based on our permeameter,
testing; the soils' -within- anarea prepared- as -proposed above exhibit a, stabilized
infiltration rate inexcess of 300 inches per hour 'The soil stratigraphy shown'in our hand
auger'bonng indicates that ohcejhe oigamc soils occurring m,the upper 2;feet have been -'
removed, the underlying soil`s' exhibit coloration indicative of;adequate drainage to`a' +
depth of 46'inches' ,We recommend•that the, site of the infiltration.structuie,be prepared
1
as you have 'proposed and that the system be sized on the.basts of an infiltration"rate not
exceeding the rate'given above li ,
CLOSURE
` RFTS appreciates the opportumiyIto b`e�of service to you on this` project tf you should
have questions or,if we may be of addinonal assistance, please do`not hesitate to cohtact r
,us
Sincerely,
�RFTS;M1j'LLC
�.!M.G.✓- �� ,
° David L Winstead Steven' E
Field Operations Manager ; _ Senior
Engineer, e.••`°��-CAR ~��•
DLW SDK/dlw • o�°°_'��F�J����.✓ 9 �.
Attachments o
I2ECE�VED /SEAL ,
11fi38. , f 3
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Page 1 of 2
PUMPS TH �p
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Known Capacity
Dewatering
r________-______ _,__ ____
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GPM
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000
1300
21 00
1351
4200
1486
6300
1693
8400
1970
10500
2313
12600
27 19
Entered GPM 2200
TDH at Entered GPM (ft) 1366
Suggested Pumps
■ Curve \
Equilibrium
GPM 30 22
TDH 1401
Pumps
264 ,
Sizing ID
36595
Job Number
PW-653
Modified
8/1/2006 4 24 00 PM
Job
SEA VIEW
Address
Customer
Phone
Contact
Contractor
Address
Phone
■ Curve
Equilibrium
GPM 4714 ��"au,enr„••
TDH 1530 �.``' ZoOL.IN, •4,�
Pumps : Q�'k(a5$1ON��♦
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Page 2 of 2
Electrical 220 volt, 1 phase, 60 Hertz
Physical
Dischage Size (IPS)
200
Pipe Size (IPS)
200
Pipe Length (ft)
250
Type of Pipe
Plastic
Solids Handling (in)
038
Static Head (ft)
1300
Discharge Press
0 00 psi
Fittings
Thru Tees
Branch Tees
450 Elbows -
90° Elbows 4
Gate Valves 1
Check Valves 1
7SEP
0 8 2006
http //www zoeller com/pwnpproselect/webpp_rsapi dll/EXEC/36/98279107F96D26525502 8/1/2006

rip11//L777 SECTION 230015
QUdL/TY PUMPS SNCE �PiJp /, O ` FM5
030
305
Product intonation presented �\ Z� Supersedes
here reflects conditions at time — /PUMP CO ® 0404
of pubticaUon Consult fac
tory regarding discrepancies or
Inconsistencies MAIL TO PO BOX 16347 Louisville KY 40256 0347 visit our web site
SHIP TO 3649 Cane Run Road • Louisville KY 40211 1961 www zoeller com
[phone] 1(800) 928 PUMP • FAX [phone]
COMPARE THESE FEATURES
• Non -Clogging Vortex Impeller Design 264 SERIES
• Float operated, submersible (NEMA 6) 2-pole switch
• Durable cast iron construction Cast Iron switch cap, motor,
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• Engineered plastic base
• Stainless steel screws, bolts, handle, guard, arm and seal
assembly
• Engineered, glass -filled, plastic Impeller with metal insert
• UL Listed 3 wire cord and plug 15 ft cord standard for auto-
matic & nonautomatic
Corrosion resistant powder coated epoxy finish
• Motor - 4 HP 115V & 230V,1 Ph , 60 Hz,1725 RPM, oil filled
PSC motor, hermetically sealed, automatic reset thermal
overload protection
• Upper and lower sleeve bearings running in bath of oil
Carbon and ceramic shaft seal
• Passes 2 inch spherical solids
• 2" NPT Discharge
On point 12'/2' Off point - 4Yz"
Note The sizing of effluent systems normally requires variable
level float(s) controls and properly sized basins to achieve
required pumping cycles or dosing timers with nonauto-
matic pumps
SIMPLEX AND DUPLEX
SYSTEMS AVAILABLE
Z�
PUMP !O
"WASTE -MATE"
(For Pump Prefix Identification see News & Views 0052)
SUBMERSIBLE
SEWAGEIEFFLUENT*
U� OR DEWATERING PUMP
rm"emuranw,emm 2" NPT DISCHARGE
6LM,el IO LSA
SbtivOCMW 10
SSPMA
POWDER �MSEMW�AGE
.COATED
TOUGH" PUMP
MiR$ RSSN
MODELS AVAILABLE
Automatic
Nonautomatic (for variable level systems)
BE & BN264 available packaged with
Manufacturers of Piggyback variable level Moat switch
�. Pip � T�TT TTTT
QVOL/TY PUMPS SNCE ��J�/ May be used m those states where codes do not restrict solids sl a In effluent systems --
© Copyright 2005 Zoeller Co All rights reserved S E P 0 3 2006

co
LL PUMP PERFORMANCE CURVE
MODEL 264
15
10
GALLONS
LITERS 320
FLOW PER MINUTE
TOTAL DYNAMIC HEADIFLOW
SEWAGE AND DEWATERING
MODEL
264
Feet
Meters
Gallonsff22
5
15
90
10
30
6015
46
23
Shut-off Head
18 R (5 5 m)
1 0UA31
100
1a 3u
413116 r
821I64
B1Na -
CONSULT FACTORY FOR SPECIAL APPLICATIONS
Electrical alternators for duplex systems available with variable level float switches
Minimum recommended basin size
Simplex-18"x30"
Duplex-30"x36"
Standard Automatic - Weight 34 51bs 4 H P
High water alarms available
Mechanical alternators available for duplex systems
A CAUTION Maximum temperature of sewage or dewatering must be limited to
130°F (54°C) For over 130°F (54°C) special quotation required
413116
1
s3W
SN1643
For "M" and "D" models, the approximate gallons pumped
out per cycle are
Tank Diameter
Gallons Pumped
18" Simplex
8 Gallons
24" Simplex
15 Gallons
30" Duplex
22 Gallons
36" Duplex
33 Gallons
48" Duplex
60 Gallons
264 MODELS
CONTROL SELECTION
Model
Volts Ph
Mode
Amps
Simplex
Duplex
M264
115 1
Auto
94
1
4
N264
115 1
Non
94
2 or 3
4
D264
230 1
Auto
47
1
4
E264
230 1
Non
47
2 or 3
4
SELECTION GUIDE
1 Integral float operated mechanical switch, no external control required
2 For automatic use single piggyback variable level float switch or double piggyback variable level float switch Refer to
FM0477
3 See FM1228 for correct model of simplex control panel
4 See FM0712 for correct model of duplex control panel or FM1663 for a residential alternator system
A CAUTION
For mforeni on additional Zoeller prcdude refer to clelog on Piggyback vanade Level Float Smi FI00477 Alllnstallabon of controls protection devices and wiring should be done by aqualdied licensed
Electrical Ntemater F140466 Medanlal AWmeWr FMi Sump/Sewage Barns FIAW7 and Single Phase electrician All electrical and safety codes should be followed Including the mostrecent National
Sunplea Pump CunW FM1596 Aa. SysNm FWM2 Electric Cade (NEC) and the Occupational Safety and Health Act (OSHA)
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump
MAILTO PO BOX16347
�y , � ® SHIP
TO le 49 one Ru Road
ManWacfvrers of
SHIPTO 3649 Cane Run Road pp ® LomsWlle KY 40211 1961 QUd(/TY PUMPS SNLE �Pjp v
www zoeller com PUMP !O. (502)776X(5 1(PUMP
FAX (02) 7743
624 r` © T_ Copyright 2005 Zoeller Co All rights reserved -
SEP 0 8 2006

Michael F Easley, Governor
\O�OF W ATF9oG
August 11, 2006
Mr Brian Dodd, Manager Member
Sea View Investment Group, LLC
P O Box 745
Kure Beach, NC 28449
Subject Request for Additional Information
Stormwater Protect No SW8 060806
Sea View at Kure Beach
New Hanover County
Dear Mr Dodd,
William G Ross Jr Secretary
North Carolina Department of Lnvironment and Natural Resources
Alan W Klimek P E Director
Division of Water Quality
The Wilmington Regional Office received a Stormwater Management Permit Application for Sea View
at Kure Beach on August 2, 2006, with supplement drawing revisions on August 4, 2006 The project is
scheduled for an Express permit review on August 7, 2006 A preliminary review of that information has
determined that the application is not complete The following information is needed to continue the
storm water review
t/1 If the bottom of the trench is at elevation 13, and it's 2' high, the top of the stone in the
trench will be at elevation 15 The proposed ground elevations in the area of the trench are
between 14 5 on the west side and 15 on the east side The proposed ground elevations
indicated do not allow for any cover depth over the trench era ftk+Jf tic�,S ca2ounkP
2 Please show and label the proposed drainage easements for access to the nearest public
right-of-way [re Infiltration supplement, item no III (k))
3 The application indicates that there is no offsite drainage, however, it appears that runoff
k from the existing Kure Village Way may be entering the system This runoff must be
accounted for in the trench system unless it can be separated from and bypassed around
G this project
,/4 Please show the four (4) inch layer of clean sand in the bottom of the infiltration trench on
the plan detail This is in accordance with item no III (o) on the Infiltration supplement
MmP (-"JF 5 Please seal the trench and pump design calculations
rzco tom,
6 The soils report must•contain an estimate of the seasonal high water table elevation The
Soils Scientist is sent to the site to verify the information reported in the soils report for the
kefo l benefit of the Division You may not use the information that he obtained in that site visit to
take the place of a full soils investigation Please have your soils consultant make a
determination of the SHWT and revise the soils report to contain this information
7 Please provide specific information on the plans regarding the chosen pump to include the
model number and letter, gpm, TDH, voltage, etc
Please note that this request for additional information is in response to a preliminary review The
requested information should be received by this Office prior to August 25, 2006, or the application will
be returned as incomplete The return of a project will necessitate resubmittal of all required items,
including the application fee N�°o�cn Carolina
" A(ra!!y
North Carolina Di, ision of Water Quality 127 Cardinal Dnve Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet www ncwaterauahty ore Fax [phone]
An Equal Opportunity/AKrmalive Action Employer— 50% Recycled/10% Post Consumer Paper

Mr Dodd
August 11, 2006
Stormwater Application No SW8 060806
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter, to the attention
of Mr Cameron Weaver — Express Permitting The request must indicate the date by which you
expect to submit the required information
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]
Sincerely,
Mary Jean Naugle
NC DWQ Express Permitting WiRO
ENB/m1n S\WQS\STORMWATER\ADDINFO\2006\060806 aug06
CC Luke Menws, Stroud Engineering, 910-815-0775 [fax 0593)
M J Naugle

SM 060806 Sea View Express Review Comments
f
Subject: SW8 060806 Sea View Express Review Comments
From. Linda Lewis <Imda lewis@ncmail net>
Date: Fn, 11 Aug 2006 13 04 55 -0400
To: Luke Menius <Imenms@stroudengmeer com>
CC: Mary Naugle <Mary Naugle@ncmail net>
Luke
On behalf of Mary Jean Naugle, attached please find her Express Review comments for
this project
Linda
)60806.aug06
Content -Type: applicatlon/msword
doc
Content -Encoding: base64
I of 1 8/28/2006 7 56 AM

STROUD ENGINEERING, P.A.
102-D Cinema Drive
WILMINGTON, NC 28403
[phone]
TO /t L &'j1
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
dIEVVIEn O[� 4QH@W0VVRJL
DATE b I
6
JOB NO _- I
'!mow/
ATTENTION
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the following items
❑ Samples ❑ Specifications
COPIES
DATE
NO
DESCRIPTION
Z
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AF TS e A- A9 JQA--� �@ ecQ 0(9
THESE ARE TRANSMITTED as checked below
❑
For approval
❑
For your use
❑
As requested
❑
For review and comment
❑
FORBIDS DUE
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
Ple�k. �.�d *-fie ei-a, coed 1%)to-..s 4 V..✓-
COPY TO
SIG
/f enclosures are not as noted, kindly notify us at once

CLIENT
NCDENR
EROSION CONTROL
AND
STORMWATER
PLAN
SEA VIEW
AUGUST 2, 2006
SEA VIEW INVESTMENT GROUP, LLC
PO BOX 745
KURE BEACH, NC 28449
STROUD ENGINEERING, P.A.
102 D CINEMA DRIVE
WILMINGTON, N.C. 28403
[phone]
File f \master\pw-653\wpd\ecpcov wpd
1�CFl`s� 775
AUG 0 4 2006
BY

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Erosion Control and Stormwater Protect Narrative
Sea View
PW-653
8/2/06
Proiect Summa
The purpose of this project is to construct residential homes on 1 53 acres of land located
Kure Beach, NC at the corner of US 421 and Kure Village Way Nineteen homes are planned in
this development
Site Description
The topography of the site is essentially flat Existing drainage on site is generally from
west to east, towards Fort Fisher Blvd
Adiomma ProDe
Adjoining property is primarily residential The site is bordered to the East by Fort Fisher
Blvd and to the north by Kure Village Way
Sods
Soils in the project area are mapped in the New Hanover County Soil Survey as Urban
A site visit revealed a coarse, sandy spoil type material underlain by material consistent with
Newhan Fine Sand This material is afforded rapid (>20 in/hr) infiltration The SMHW was
located at a depth of 24" (elev 11 00) by Vincent Lewis
Planned Erosion and Sedimentation Control Practices
Silt fence will be used extensively around the perimeter of the project to control offsite
sedimentation All stormwater inlets will be protected with silt fence as well A temporary gravel
construction entrance will be located on the northwestern corner of the project, off Kure Village
Way
Planned Stormwater Management Practices
The collection system on this site consist of 1215 LF of 36" RCP graded towards a
centrally located junction box This box will contain an automatic pump which will dewater the
8485 CF of water impounded within the RCP collection system in 2-5 days The adjacent
infiltration trench consists of 241 LF of 8 perforated polyethylene pipe situated in a 4' wide by 2'
deep trench filled with washed #57 stone The bottom of the trench is at elevation 13 00' and has
a SA of 964 SF The required volume for the system is wholly contained by the 1215 LF of 36"
RCP and the infiltration rate will be set by the pump's gate valve The 20+ in/hr infiltration rate
only requires 107 SF of trench bottom The additional trench has been provided in an effort to
reduce the risk of system failure
The system is designed to collect the 1" 3" of rainfall due the lack of both a vegetative
filter and a bypass Outfall for water in excess of 3" is provided by a weir located in catch basin 1
This weir is set at elevation 9 77', which is the elevation of the top of the 36" RCP Upon
overtopping this weir, water flows into the existing storm drain and into the Atlantic Ocean
The invert of the 36" RCP at the sump is 6 00' The invert of the sump itself is 5 63' This
0 37' space is the required operating depth of the pump The pump will switch on at an elevation
of 6 60' This 0 6' space above the pipe invert is provided to allow the pump time between cycles
AUG 0 4 2006
BY

SOSID 713675
Date Filed 2/26/2004 4 13 00 PM
Elaine F Marshall
North Carolina Secretary of State
C200405700114
ARTICLES OF ORGANIZATION
OF
SEA VIEW INVESTMENT GROUP, LLC
The undersigned hereby submit these Articles of Organization for the purpose of forming
a limited liability company under the laws of the State of North Carolina
ARTICLE 1
NAME
The name ofthe limited liability company is "SEA VIEW INVESTMENT GROUP, LLC"(the
"Company")
ARTICLE II
PERIOD OF DURATION
The latest date on which the limited liability company is to dissolve is January 1, 2054
ARTICLE III
PURPOSE
The Company is organized for the purpose of constructing and developing real estate The
Company shall have authority to take any actions allowed by law, which are necessary to effectuate
the above purpose, both within or without the State of North Carolina The Company shall also have
the authority to engage in any other activity allowed under the laws of North Carolina
ARTICLE IV
INDEMNIFICATION
A To the fullest extent permitted by the North Carolina Limited Liability Company Act
as it exists or may hereafter be amended, no person who is serving or who has served as a manager
of the Company shall be personally liable to the Company or any of its members for monetary
damages for breach of duty as a manager No amendment or repeal of this article, nor the adoption
of any provision to these Articles of Organization inconsistent with this article, shall eliminate or
reduce the protection granted herein with respect to any matter that occurred prior to such
amendment, repeal or adoption
rpz E9CFT�:�
AUG 0 4 2006
BY

B Each person who is serving or who has served as a manager of the Company shall
have a right to be Indemnified by the Company against any payments made or personal liabilities
reasonably incurred by such manager in the authorized conduct of the Company's business or for
the preservation of the Company's business or property
C The Company may, by action of its managers, provide indemnification to such ofthe
officers, employees, and agents of the Company to such extent and to such effect as the managers
shall determine to be appropriate and authorized by applicable law
D The rights and authority conferred in this Article shall not be exclusive of any other
right which any person or the Company may have or hereafter acquire tinder any statute, provis,on
of the Articles of Organization or Operating Agreement of the Company, agreement, vote of
members or disinterested managers or otherwise
ARTICLE V
MEMBERS AS MANAGERS
('All members, by virtue ofiheir status as members, shall be managers of the Company `i
ARTICLE VI
INITIAL REGISTERED AGENT AND REGISTERED OFFICE
The street address and county of the initial registered office of the Company is 509 Princess
Street, Wilmington, North Carolina 28449, County of New Hanover The name of the initial
registered agent at the registered office is Lawrence S Craige
ARTICLE VII
ORGANIZERS
The name and address of the organizer executing these Articles of Organization is
NAME
ADDRESS
Lawrence S Craige 509 Princess Street
Wilmington, NC 28401
2 RECEIVED
AUG 0 4 2006
BY

ARTICLE VIII
EFFECTIVE DATE
These Articles of Organization shall be effective upon filing with the office of the Secretary
of State of the State of North Carolina
This the 23rd day of February, 2004
(Seal)
Laµrence S Craige, Orghnizer
FF,CG'F-T r ,�
AUG 0 4 2006
BY -

LIMITED LIABILITY COMPANY
ANNUAL REPORT(42)
C200508900530 SOSID 0713675
Dale Filed 3/30/2005 2 58.00 PM
Elaine F Marshall
North Carolina Secretary of State
C200508900530
NAME OF LIMITED LIABILITY COMPANY Sea View Investment Group, LLC
STATE OF INCORPORATION NC
SECRETARY OF STATE L L C ID NUMBER 0713675
NATURE OF BUSINESS Real Estate
REGISTEREDAGENT Lawrence S. Craige
REGISTERED OFFICE MAILING ADDRESS P 0 BOX 745
Kure Beach
REGISTERED OFFICE STREET ADDRESS 701 Market Street
Wilmington
New Hanover
SIGNATURE OF THE NEW REGISTERED AGENT \ !�
FEDERAL EMPLOYER ID NUMBER 20-0962756
NC 28449
NC 28401
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
PRINCIPAL OFFICE TELEPHONE NUMBER 910-815-0085
PRINCIPAL OFFICE MAILING ADDRESS P 0 Box 745
Kure Beach NC 28449
PRINCIPAL OFFICE STREET ADDRESS 701 Market Street
Wilmington NC 28449
MANAGERS/MEMBERS/ORGANIZERS
Name Lawrence S Craige
Tide Member/manager
Name Brian -D- -Dodd ,
Tide Member/manager
Name
Title
Address P 0 Box 745
city Kure Beach
Address P.O. Box 745
city Kure Beach
Address
City
Slate NC Zip 28449
state NC zip 28449
State Zip
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
J6J.4
C
U
C7
FORM MUST BE SIGNED BY A MANAGER/MEMBER
DATE
G4%w, ,,cc S Cru,tL
/1fn�C`/^Ac
btr
TYPE OR PRINT NAME
TYPE OR PRINT TITLE
ANNUAL REPORT FEE $200 00 MAIL TO Seuetary of State 0 Corporations Division 0 Post Office Box 29525 0 Raleigh, NC 27626-0525

20096275W
LIMITED LIABILITY COMPANY
ANNUAL REPORT
M00611900450 SOSID 0713675
Date Filed 4/29/2006 1 28 00 PM
Elaine F Marshall
North Carolina Secretary of State
C200611900450
NAME OF LIMITED LIABILITY COMPANY Sea View Investment Group, LLC
STATE OF INCORPORATION NC
SECRETARY OF STATE R L L P ID NUMBER 0713675
NATURE OF BUSINESS Real Estate
FEDERAL EMPLOYER ID NUMBER 20-0962756
REGISTEREDAGENT Lawrence S. Craige
REGISTERED OFFICE MAILING ADDRESS P.O. BOX 745
NC 28449
Kure Beach
REGISTERED OFFICE STREET ADDRESS 701 Market Street NC 28901
Wilmington
New Hanover
SIGNATURE OF THE NEW REGISTERED AGENT
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
PRINCIPAL OFFICE TELEPHONE NUMBER 910-815-0085
PRINCIPAL OFFICE MAILING ADDRESS
PRINCIPAL OFFICE STREET ADDRESS
MANAGERS/MEMBERS/ORGANIZERS
P 0 Box 745
Kure Beach
701 Market Street
Wilmington
Name Lawrence S. Craige
Title Member/manager
Name FBrian -D Dodd,
Tide Member/manager
Name
Tide
NC 28449
NC 28449
Address P.0 Box 745
City Kure Beach
Address P 0 Box 745
city Kure Beach
Address
City
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
state NC zip 28449
State NC zip 28449
co
0
0
N
Stale zip !N
Q
FORM MUST BE SIGNED BY A MANA EMBER DATE
LF,,.-rr,.E j C1, rimer, 4r1v`IC-^tlfr
TYPE OR PRINT NAME TYPE FOR PRINT TITLE
ANNUAL REPORT FEE $200 MAIL TO Secretary of State • CorporaWns Division 9 Post Office Box 29525 0 Raleigh, NC 27626-0525

R F7
Residential Foundation Testing Services, PLLC
Taylor Custom Homes
C/o Stroud Engineering, P A
102 D Cinema Drive
Wilmington, North Carolina 28403
Attention Mr Luke Menius
July 18, 2006
Reference Infiltration Testing
Sea View Project
South Fort Fisher Boulevard
Kure Beach, North Carolina
RFTS Job No 072-06
Dear Mr Memus
NUG 0 4 2006
;w$ O(oosoG
RFTS is pleased to provide testing services during the construction of the residential
structure off South Forth Fisher Boulevard located in Kure Beach, North Carolina The
site currently has an unoccupied retail structure and site grade is relatively flat with gentle
slopes Specific site grading plans had not been provided to us at the time this report was
prepared
DESCRIPTION OF ACTIVITIES AND FINDINGS
As requested, our staff visited the site on July 12, 2006, to perform infiltration testing at
one location identified on a drawing faxed to our office from you The purpose of this
testing was to provide the civil designer soil parameters for stormwater infiltration
design It is our understanding that a representative of the state previously determined the
depth to the seasonal high watertable, therefore we did not make an estimate during our
testing It was noted that the area in which our testing was performed had previously been
disturbed Based on our observations, the area had been undercut approximately three
feet below the existing ground surface and backfilled with a clean sand The spoils from
the excavation work had been stockpiled near the test area and appeared to contain a
significant amount of organic matter As we understand, it is proposed that the area of
on -site soil infiltration structures will be prepared by an identical undercutting and
backfill operation and that site grade will then be raised by filling an additional two feet
Infiltration structures will then introduce runoff water into the ground at a depth of two
feet below the raised site grade
1305 3A Carolina Beach Ave N Office 910-458-1377
Carolina Beach, North Carolina 215428 Fax [phone]
,,

Taylor Custom Homes
RFTS Job No 072-06
Infiltration Testing
July 18, 2006
Page Two
Infiltration testing was performed using a model 2800 Guelph Penneameter which is a
constant -head device operating on the Manotte siphon principle It is descnbed inASTM
D-5126 The penneameter is used to determine field saturated hydraulic conductivity in
centimeters per second for soil at a specified depth This testing involves advancing a
borehole to the desired infiltration depth and introducing water at a constant head to
determine a steady state flow rate from which the hydraulic conductivity can be
calculated
It was requested that this testing be performed at or near the ground surface in the
prepared area so as to match the elevation at which runoff water will be introduced into
the ground from infiltration structures Testing was performed at 6 inches below the
ground surface The results of our permeameter testing are presented in Table 1
FINDINGS
Based on the results of our field testing and soil classifications at the test locations, it is
our opinion that in order to achieve the steady state flow rates obtained during our testing,
areas of infiltration galleries or other infiltration structures should be undercut and
backfilled as in the prepared test location area For purposes of sizing the structures we
recommend an ultimate application rate of 300 inches per hour for water introduced at a
depth of two feet below grade These recommendations should be reviewed by
appropriate regulatory authorities before finalizing the details of any civil design
CLOSURE
Please find attached our field data and a sketch showing the approximate test locations
If you have any questions after reviewing this letter, please do not hesitate to contact us at
your convenience
Sincerely,
RFTS,PLLC
� Z
David L Winstead
Field Operations Manager
Steven D KeTI, PE
Senior Engmee
DLW SDK/dlw _
Attachments '-' — "+�— �' _�' D
1'`.. any c
ALI'1 n 7^OF
BY DLt7Q-
SEAL r
17638
�f NE•��
)ALTON ti.•r

Table 1
Guelph Penneameter Test Results
Sea View Project
South Fort Fisher Boulevard
Kure Beach, North Carolina
RFTS Job No 072-06
Location
1
Depth (m)
6
H, (cm)
5
Ri (cm/mm)
497
Rls (cm/sec)
0 828
H2(cm)
10
Rz (cm/mm)
700
Res (cm/sec)
12
Kf, (cm/sec)
0 662
(Dm (cm/sec)
41 6
a (cm)
00159
Definition of Terms
Rt,z — Rate of water level change (cm/mm) in meter established as constant over three or
more readings
RI s zs — Calculated steady state flow rates (cm/sec)
HI 2 — Maintained Head of H2O (cm)
K& — Calculated field saturated hydraulic conductivity (cm/sec)
0m — Matnc flux potential (cm/sec)
a — Alpha parameter
Depth — Depth of well hole (in)
Location — Test location identification number
Note Diameter of well is 3 0 cm
RECEIVED
AUG 0 4 2006
BY:

STROUD ENGINEERING, P.A.
102-D Cinema Dnve
WILMINGTON, NC 28403
[phone]
TO
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
IIE LJ LJ Nn @0 LJ �UHQMVVII
oATE4FJoe
Z
o6
NO
W
ATTENTI N
_ Q
A _ _ GY
RE
SW
V Ci1�i
❑ Samples
the following items
❑ Specifications
COPIES
DATE
NO
DESCRIPTION
C�
I
OOO.O D Gt �j OS�S
THESE ARE TRANSMITTED as checked below
❑
For approval
❑
For your use
❑
As requested
❑
For review and comment
❑
FORBIDS DUE
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED"--
/{ enclosures are not as noted, kindly notify us at once

STROUD ENGINEERING, P.A
CONSULTING ENGINEERS
102 D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
[phone]
August 2, 2006
NCDENR
Attn Mary Jane Naugle
127 Cardinal Drive
Wilmington, North Carolina 28405
Re Sea View
New Hanover County
Dear Mary Jane,
Please find the attached submittal package regarding the stormwater plan for Sea View We
are proposing a infiltration system to dispose of stormwater runoff from driveways, residences, and
parking for 19 units A detailed narrative is attached to aid in your review, but please feel free to
contact me with any questions or concerns
Respectfully Yours,
Luke Menius
Attachments
File F /master/Pw653/wpd/MJ wpd
AUG 0 2 2006
BY -1
107 COMMERCE ST HESTRON PLAZA TWO
SUITE B 102 D CINEMA DRIVE 151-A HWY 24
GREENVILLE NC 27858 WILMINGTON NC 28403 MOREHEAD CITY NC 28557
[phone] [phone] [phone]

TOTAL AREA (AC) =
PROPOSED IMPERV AREA (AC)=
% IMPER AREA =
PROPOSED PERVIOUS AREA (AC)=
% PERVIOUS =
PROJECT SEAVIEW
PROJECT# PW-653
DATE 06/22/06
1 53 66832 SF
078 34000 SF
0 509
075
0 491
STATE REQUIRED STORAGE FOR 1ST 3 0 IN OF RAINFALL
RUNOFF = 0 05 + 0 009 X %IMPERV =
RUNOFF = 0507864496
REQUIRED VOLUME = 3 0 IN X RUNOFF X AREA X 43560 SF/AC/12 IN/HR
VOLUME (CF)= 8485
PIPE DIA CF PER LF REQUIRED LF
36 707 1200 PROVIDE 1215 LF
DRAWDOWN TIME (2 5 DAY)
TOTAL STORAGE =
2 DAY PUMP RATE
5 DAY PUMP RATE
INFILTRATION RATE=
REQUIRED 2 DAY AREA=
8485 CF
63475 GAL
220 GPM
8 8 GPM
20 IN/HR
1 67 CF/HR/SF
106 SF PROVIDE 964 SF
7��Cl�i�`��7'�,�
AUG 0 2 2006
I
BY------

Page 1 of 2
PUMPS THE
PRO$ USE PUMP !O.
Known Capacity
Dewatering
----------------
0
E rvF_______--________� ____-I____
m l
ZNEWS
Plow (GPM)
System Curve
GPM
TDH
000
1300
21 00.—
13 51
4200
1486
6300
1693
8400
1970
10500
23 13
12600
27 19
Entered GPM 2200
TDH at Entered GPM (tt) 1356
Suggested Pumps
■ Curve
Equilibrium
GPM 30 22
TDH 1401
Pumps
264 ,
Sizing ID
36595
Job Number
PW-663
Modified
8/1 /2006 4 24 00 PM
Job
SEA VIEW
Address
Customer
Phone
Contact
Contractor
Address
[at - M
■ Curve
Equilibrium
GPM 47 14
TDH 1630
Pumps
266
267
Back
LyBY
G 5j 12006 I
I _
http //www zoeller com/pumpproselect/webpp_isapr dll/EXEC/36/98279107F96D26525502 8/1/2006

Page 2 of 2
Electrical 220 volt, 1 phase, 60 Hertz
Physical
Dischage Size (IPS) 200
Pipe Size (IPS)
200
Pipe Length (ft)
250
Type of Pipe
Plastic
Solids Handling (in)
038
Static Head (ft)
1300
Discharge Press
0 00 psi
Fittings
Thru Tees
Branch Tees
45° Elbows
900 Elbows 4
Gate Valves 1
Check Valves 1
RECET%7 9:`D
AUG 07 2 2006
BY
http //www zoeller com/pumpproselect/webpp_rsapi dll/EXEC/36/98279107F96D26525502 8/1/2006

rLWITY PUMP6 SNC6 IS�7 N
Product infonnaton presented
here reflects conditions at time
of publication Consult fac
tory regarding discrepancies or
inconsistencies
COMPARE THESE FEATURES
Non -Clogging Vortex Impeller Design
MAIL TO PO BOX 16347 • Louisville KY 40256 0347
SHIP TO 3649 Cane Run Road Louisville KY 402111961
[phone] • 1(600) 926 PUMP FAX [phone]
• Float operated, submersible (NEMA 6) 2-pole switch
• Durable cast iron construction Cast iron switch cap, motor,
and pump housing
• Engineered plastic base
• Stainless steel screws, bolts, handle, guard, arm and seal
assembly
• Engineered, glass -filled, plastic Impeller with metal insert
• UL Listed 3-wire cord and plug 15 fit cord standard for auto-
matic & nonautomatic
• Corrosion resistant powder coated epoxy finish
• Motor - 4 HP 115V & 230V,1 Ph , 60 Hz,1725 RPM, oil filled
PSC motor, hermetically sealed, automatic reset thermal
overload protection
• Upper and lower sleeve bearings running In bath of oil
• Carbon and ceramic shaft seal
• Passes 2 inch spherical solids
• 2" NPT Discharge
• On point -12'W Off point - 4'/z"
Note The sizing of effluent systems normally requires variable
level Float(s) controls and propedyslzed basins to achieve
required pumping cycles or dosing timers with nonaulo
matic pumps
SIMPLEX AND DUPLEX
SYSTEMS AVAILABLE
SECTION 2 30 015
FM1495
0305
Supersedes
0404
visit our web site
www zoeller com
264 SERIES
"WASTE -MATE"
(For Pump Prefix Identification see News & trews 0052)
SUBMERSIBLE
SEWAGEIEFFLUENT*
V� OR DEWATERING PUMP
nesed minsmeac tine 2" NPT DISCHARGE
&C .CSP
SvgsEcmt!w he
SSPMA
POWDER MEMBER/
" COATED /
TOUGH" sEw
p SEW
PUW6RS ISW
MODELS AVAILABLE
• Automatic
• Nonautomabc(for variable level systems)
BE & BN264 available packaged with
Manufacturers of pp I Piggyback variable level float snitch
QNLUTY PaMP6 glV- ���,/i] May be used in those states where codes do not restrict solids
© Copyright 2005 Zoeller Co All rights reserved
AUG 0 2 2006

x
a
i
0
1<
R
I -
PUMP PERFORMANCE CURVE
MODEL 264
TOTAL DYNAMIC HEAD/FLOW
SEWAGE AND DEWATERING
MODEL
264
Feet
Meters
Gg23877
iters
5
15
341
10
30
22
15
46
Shut-off Head
18 ft (5 5 m)
6 CM31
20 40 60 80 100
GALLONS
LITERS 0 160 320 14 3/4
FLOW PER MINUTE
413116 r 821164
BM2 -
CONSULT FACTORY FOR SPECIAL APPLICATIONS
Electrical alternators for duplex systems available with vanable level float switches
Minimum recommended basin size
Simplex-18"00"
Duplex-30"x36"
Standard Automatic - Weight 34 5 Ibs 4 H P
High water alarms available
Mechanical alternators available for duplex systems
A CAUTION Maximum temperature of sewage or dewatenng must be limited to
130°F (54°C) For over 130°F (54°C) special quotation required
4 13116
I
s 35M
SK1643
For "M" and "D" models, the approximate gallons pumped
out per cycle are
Tank Diameter
Gallons Pumped
18" Simplex
8 Gallons
24" Simplex
15 Gallons
30" Duplex
22 Gallons
36" Duplex 33 Gallons
48" Duplex 60 Gallons
264 MODELS
CONTROL SELECTION
Model
volts Ph
Mode
Amps
Simplex
Duplex
M264
115 1
Auto
94
1
4
N264
115 1
Non
94
2or3
4
D264
230 1
Auto
47
1
4
E264
230 1
Non
47
2 or 3
4
SELECTION GUIDE
1 Integral float operated mechanical switch, no external control required
2 For automatic use single piggyback variable level float switch or double piggyback variable level float switch Refer to
FM0477
3 See FM1228 for correct model of simplex control panel
4 See FM0712 for correct model of duplex control panel or FM1663 for a residential alternator system
For infomalon on adddeal Zoeller products refer to atabg on Pggybeck Vanable level Float Swches FMM77
Ewonal Mannar FM0486 MBdiaral Altemabr FMSump'Serage Sa. FM0437 " Soge Prow
Simpler Nr COMrd FM15M Alarm System FM0732
A CAUTION
All installation of controls protection devotes and wiring should be done by a qualified licensed
electrician All electrical and safety codes should be followed including the most recentslationai
Electric Code (NEC) and the Occupational Safety and Health Act (OSHA)
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump
As MAIL TO PO 025 16347
` SHIP
TO le 49 Cane
Ru Re Manufacturers of
SHIP is le K Cane Run Road
7182le K 731 1(800) 28 P QuurrPuvae Sezr /939~—`
wkvw Zoeller com PUMP !O. (502)7 AX(502)7743624 PUMP I E-4,C F`T'
AUG

r
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D Simons, PG, PE Land Quality Section Michael F Easley, Governor
Director and State Geologist William G Ross Jr , Secretary
July 24, 2006
LETTER OF RECEIPT OF EROSION CONTROL PLAN
Sea View Investment Group, LLC
Brian Dodd, Member
701 Market Street
Wilmington, NC 28401
RE Project Name Seaview
Project ID Newha-2007-030
County New Hanover, Federal Point, US 421
River Basin Cape Fear
Submitted By Stroud Engineering
Date Received by LQS July 20, 2006
Plan Type NEW
Dear Mr Dodd
This office has received a soil erosion and sediment control plan for the protect listed above which
was submitted as required by the North Carolina Sedimentation Pollution Control Act (G S 113A-57 (4))
The Act requires that all persons disturbing an area of one or more acres of land must obtain approval
of a soil erosion control plan prior to the commencement of the land -disturbing activity (G S 113A-54(d) (4))
The Act further states that this plan must be filed a minimum of 30 days prior to the activity and the approving
authority must approve or disapprove the submitted plan within 30 days of receipt Failure of the approving
authority to approve or disapprove the submitted plan within the 30-day period will be deemed approval of the
plan
Commencement or continuation of a land -disturbing activity under the jurisdiction of this Act prior to
the approval of an erosion and sediment control plan is a violation of the Act
(optional if submittal is not complete)
We have performed a preliminary review of your submitted plan and have determined that additional
information will be necessary before a final review can be completed Enclosed is a checklist of items that
must be submitted before we can complete the review process Failure to provide the additional information
may result in disapproval of your plan
The approval of an erosion and sediment control plan is conditioned on the applicant's compliance
with Federal and State water quality laws, regulations and rules'
If you have questions please do not hesitate to contact this office Your cooperation in this matter is
appreciated and we look forward to working with you on this project
Sincerely,
Schuyler Snowdon
Env Tech V
Land Quality Section
cc Luke Menius, Stroud Engineering, P A
LQS-WiRO, SWS-WIRO
Wilmington Regional Office
127 Cardinal Drive Ext , Wilmington, North Carolina 28405-3845 - Phone [phone] / FAX [phone]

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
LAND QUALITY SECTION
EROSION and SEDIMENTATION CONTROL PLAN PRELIMINARY REVIEW CHECKLIST
PROJECT NAME Seaview
PROJECT NO Newha-2007-030
DATE 7/20/2006
COUNTY New Hanover
To expedite the approval process a cursory review of your submitted Erosion and Sediment Control Plan application has been made and
has shown the need for additional information as specified below To meet our review schedule, any additional information should be
received by this office no later than August 9, 2006 Failure to meet this schedule may result in disapproval of your plan The
following Items shall be incorporated with respect to specific site conditions, in an erosion and sediment control plan
LOCATION INFORMATION
Project location (roads streets landmarks)
North arrow and scale
GENERAL SITE FEATURES (Plan elements)
Legend North arrow scale etc
Property lines
Existing contours (topographic lines)
Proposed contours
Limits of disturbed area (provide acreage total delineate limits
and label)
Planned and existing building locations and elevations
Planned & existing road locations & elevations
Lot and/or building numbers
Geologic features rock outcrops seeps springs wetland and
their limits streams lakes ponds dams etc
Easements and drainageways
Profiles of streets utilities dltchlines etc
Stockpiled topsoil or subsoil locations
If the same person conducts the land disturbing activity & any related borrow
or waste activity the related borrow or waste activity shall constitute part of
the land -disturbing activity unless the borrow or waste activity is regulated
under the Mining Act of 1971 or a landfill regulated by the Division of Waste
Management If the land -disturbing activity and any related borrow or waste
activity are not conducted by the same person they shall be considered
separate land -disturbing activities and must be permitted either thin the
Sedimentation Pollution Control Act as a one use borrow site or through the
Mining Act
Required Army Corps 404 permit and Water Quality 401 certification (e g
stream disturbances over 150 linear feet)
EROSION CONTROL MEASURES (on plan)
Legend
Location of temporary measures
Location of permanent measures
Constructon drawings and details for
temporary and permanent measures
Maintenance requirements of measures
Contact person responsible for maintenance
SITE DRAINAGE FEATURES
Existing and planned drainage patterns (include off -site areas
that drain through project)
Method of determination of and calculations for Acreage of land
being disturbed
Size and location of culverts and sewers
Soil information type special characteristics
Soil Information below culvert storm outlets
Name and classification of receiving water course
(only where stomrwater discharges are to occur)
Comments
Please include a detail drawing for temporary inlet protection
STORMWATER CALCULATIONS
Pre -construction runoff calculations for each outlet from the site
(at peak discharge points)
Design calculations for peak discharges of runoff (including the
construction phase & the final runoff coefficients of the site)
Design calcs of culverts and storm sewers
Discharge and velocity calculations for open channel and ditch
flows (easement & n9htof ways)
Design calcs of cross sections and method of stabilization of
existing and planned channels (include temporary linings)
Design talcs and construction details of energy dissipators
below culvert and storm sewer outlets (diameters & apron
dimensions)
Design talcs and dimension of sediment basins
Surface area and settling efficiency information for proposed
sediment traps and/or basins
VEGETATIVE STABILIZATION
Area & acreage to be vegetatively stabilized
Method of soil preparation
Seed type & rates (temporary & permanent)
Fertilizer type and rates
Mulch type and rates
NOTE Plan should include provisions for groundcover on
exposed slopes within 15 calendar days, following
completion of any phase of grading, permanent
groundcover for all disturbed areas within 15 working
days or 90 calendar days (whichever is shorter) following
completion of construction or development
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
Completed signed & notarized FR/O Form
Accurate application fee (S50 00 per acre rounded up the
next acre with no coiling amount)
Certificate of assumed name if the owner is a partnership
Name of Registered Agent (if applicable)
Copy of the most current Deed for the site
NOTE For the Express Permitting Option inquire at the local
Regional Office for availability
NARRATIVE AND CONSTRUCTION SEQUENCE
Narrative describing the nature and purpose of the
construction activity
Construction sequence related to erosion and sediment
control (including installation of critical measures prior to
the initiation of the land -disturbing acbvity & removal of
measures after areas they serve are permanently stabilized)
Bid specifications related only to erosion control

AMA
NCDENR t r
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone] ell o PtZt= A-P
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s)
FAX or email to Cameron Weaver(ftcmafl net along with a narrative and vicinrtv map of the project location.
Projects must be submitted by 9 00 A M of the review date, unless poor arrangements are made.
APPLICANT Name
Company SEA VIEW INVESTMENT GROUP LLC
Address PO BOX 745 City/State KURE BEACH, INC Zip 28449 County NEW HANOVER
Phone [phone] Fax Email
PROJECT Name SEA VIEW
PROJECT SYSTEM(S) TRIBUTARY TO ATLANTIC OCEAN (STREAM NAME) Cape Fear RIVER BASIN
ENGINEERICONSULTANT
Company. _ Luke Menufs (7a Stroud Engineering PA
Address 102 D Cinema Drive City/State—Wilmington, NC Zip 28403 County New Hanover
Phone [phone] Fax [phone] Email Imeniusastroudengineercom
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes ® No
❑ STREAM ORIGIN Determination; _# of stream calls, Stream Name
❑ STORMWATER ❑ Low Density ❑ High Density -Detention Pond ❑ High Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter ® High Density -Infiltration ❑ Off Site
❑ COASTAL
❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
-----------------------------------------------------------------------------------------------------------------------------------------------------------^---�,-p-----------
❑ LAND QUALITY
❑ _
Erosion and Sedimentation Control Plan with acres to be disturbed /�' -
------------------------------------------------------------------------------------------------------------------------------------------------------------------------
WETLANDS (401)
Wetlands on Property ❑ Yes ® No Isolated Wetlands on Property ❑ yes ® No
Check all that apply
Wetlands Will Be Impacted ❑ Yes ® No Wetland Impacts _0_ Acre(s)
Wetlands Delineation has been completed ElYes ® No ❑ Buffers Impacted Acre(s)
USA COE Approval of Delineation completed ❑ Yes ® No
404 Application in process wIUSACOE ❑Yes ®No 1 Permit received from USACE ❑Yes ®No
401 Application required ❑Yes ® No If Yes, ❑ Regular ❑ Express
------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications
For DENR use only
SUBMITTAL DATES
Fee Split for multiple permits
SW
$
CAMA
$
LQS
$
401
$ Total Fee Amount $

will be infiltrated in 2-5 days via pumping to an infiltration trench
The infiltration rate o so
is given as >20 inches per hour
determine the rate of disposal
Erosion Control and Stormwater Project Narrative
Sea View
PW-653
7/20/06
Project Summary
The purpose of this project is to construct residential homes on 1 53 acracr Hof land located
Kure Beach, NC at the corner of US 421 and Kure Village Way Nineteen homes ale planned in
this development
Site Description
The topography of the site is essentially flat Existing drainage on site is generally from
west to east, towards Fort Fisher Blvd
Adjomina Property
Adjoining property is primarily residential The site is bordered to the East by Fort Fisher
Blvd and to the north by Kure Village Way --
Sods
Soils in the project area are mapped in the New Hanover County Soil Survey as Urban
A site visit revealed a coarse, sandy spoil type material underlain by material consistent with
Newhan Fine Sand This material is afforded rapid (>20 in/hr) infiltration The SMHW was 24"
per Vincent Lewis _
Planned Erosion and Sedimentation Control Practices
Silt fence will be used extensively around the perimeter of the project to control offsite
sedimentation All stormwater inlets will be protected with silt fence as well A temporary gravel
construction entrance will be located on the northwestern corner of the project, off Kure Village
Way
ctices you
will be collected and stored in large RCP This volume
located in Newhan Fine Sand
The pump will ultimately

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•
$1 MX, -

Jun 9 2006 12 22PM
: '
STROUD ENGINEERING, P A
No 5227 P 1
,s STROUD ENGINEERING, P.A.
Date: 6/9/06
Number of Pages 3 (including cover)
To: NC DENR
ATTN : VINCENT LEWIS
Telephone Number:
Facsimile Number: 910-350-2004
E-Mail Address:
Reference: SEA VIEW
❑Original will follow via mail
Comments:
FACSEMnE TRANSMMAL
Ey'frass
From: LUKE MENIUS
Telephone Number: 910-815-0775
Facsimile Number: 910-815-0593
E-Mail Address: lmentuS@stroudengmeer coin
■Original will NOT follow via mail
Please find the attached vicinity map and aerial photo of the site. I will plan on meeting
you onstte on 6/13 at 9:00. Please let me know if you have any further questions.
Luke
SeX4V,P,w
Sui
h as q L # , SLji
11 stioul) bc, rent&vcd
S,q„X._
rop 1-k -t IS UAS(d4lc
4rtl k 4 J ?'iiltfi QIY4
-Please call if you experience trouble with this transmittal-
VINarir
NC MPF-1
6z I L'5
' pKC1Aus1-
■ 102 D Cinema Drive, Wilmington, NC 28403 910-815-0775 FAX [phone]

Jun 9 2006 12 22PM STROUD ENGINEERING, P A
No 5227 P 2
I VICINITY,
m) don 6/9/9nn6 1 1d 6A PM
o�

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