SW8051143_HISTORICAL FILE_20060105 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0 `.- I I Lt 5
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
Cp HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20ow o I o G
YYYYMMDD

Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
--i
Alan W. Klimek, P.E. Director
Division of Water Quality
January 5, 2006
Mr. Ronald Saucier
169 Vision Drive
Wilmington, NC 28405
Subject: Permit No. SW8 051143
SPEC - Leland
Low Density Stormwater Project
Brunswick County
Dear Mr. Saucier:
The.Wilmington Regional Office received a complete Stormwater Management Permit
Application for SPEC - Leland on December 21, 2005. 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 051143
dated January 5, 2006, for the construction of the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject to
the conditions and limitations as specified therein, and does not supercede any other agency
permit that may be required.
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 thirty (30) 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 either Paul Bartlett or me at [phone].
Sincer
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/ptb: S:\WQS\STORMWATER\PERMIT\051143.jan06
cc: Garry S. Pape, P.E., Withers & Ravenel, Inc.
Delaney Aycock, Brunswick County Inspections
Jeff Phillips, Brunswick County Engineering
Paul T. Bartlett, P.E.
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748
Wilmington Regional Office Wilmington, NC 28405.3845 FAX [phone] Internet: h2o.enrstate.nc.us NOe hCarolina
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper Aatural&

State Stormwater Management Systems
Permit Number SW8 051143
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW 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
Ronald Saucier
SPEC - Leland
Brunswick County
FOR THE
construction, operation and maintenance of a low density development 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.
The Permit shall be effective from the date of issuance until rescinded and shall be
subject to the following specific conditions and limitations:
I. DESIGN STANDARDS
This permit covers the construction of 42,658 square feet of built -upon area.
The overall tract built -upon area percentage for the project must be maintained at
30%, as required by Section .1005 of the stormwater rules.
3. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
4. The only runoff conveyance systems allowed will be vegetated conveyances
such as swales with minimum side slopes of 3:1 (H:V) as defined in the
stormwater rules and approved by the Division.
5. No piping is allowed except that minimum amount necessary to direct runoff
beneath an impervious surface such as a road or to provide access.
6. Unless specified elsewhere, permanent seeding requirements for the swales
must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
7. Roof drains must terminate at least 30' from the Mean High Water line.
Page 2 of 5

State Stormwater Management Systems
Permit Number SW8 051143
II. SCHEDULE OF COMPLIANCE
Projects covered by this permit will maintain a minimum 30 foot wide vegetative
buffer between all impervious areas and surface waters.
The permittee is responsible for verifying that the proposed built -upon area does
not exceed the allowable built -upon area.
The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
4. Prior to the sale of this project, in whole or in part, the following deed restrictions
must be recorded with the Office of the Register of Deeds:
The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 051143, as issued
by the Division of Water Quality under NCAC 2H.1000.
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.
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.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
Construction of additional built -upon area in excess of 42,658 square feet
will require a permit modification.
g. Construction of additional impervious areas such that low density
requirements are no longer met must be submitted to DWQ and a permit
modification must be issued prior to construction. An engineered system
will be required to collect and treat the runoff from all built -upon area
associated with the project, including that area permitted under the low
density option.
h. Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with this development, except for average driveway crossings,
is strictly prohibited by any persons.
i. A minimum 30' wide vegetated buffer area shall be provided between
surface waters and all impervious surfaces.
A copy of the recorded restrictions must be received in this Office within 30 days
of the date of sale.
Page 3 of 5

State Stormwater Management Systems
Permit Number SW8 051143
6. Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with the permitted development, except for average driveway
crossings, is strictly prohibited by any persons.
7. 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 the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of the project area. The project
area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, altering or piping any vegetative conveyance shown on the
approved plan.
8. Swales and other vegetated conveyances shall be constructed in their entirety,
vegetated, and be operational for their intended use prior to the construction of
any built -upon surface.
9. During construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately.
10. The permittee shall at all times provide the operation and maintenance
necessary to operate the permitted stormwater management systems at optimum
efficiency to include:
a. Inspections
b Sediment removal.
C. Mowing, and revegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
11. Within 30 days of completion of the project, the permittee shall certify in writing
that the project has been constructed in accordance with the approved plans.
12. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
III. GENERAL CONDITIONS
Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division of Water Quality,
in accordance with North Carolina General Statutes 143-215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until revoked or terminated.
3. 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.
Page 4 of 5

State Stormwater Management Systems
Permit Number SW8 051143
4. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules, and regulations contained in Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
This permit is not transferable except after notice to and approval by the Director.
The Director may require modification or revocation and reissuance of the permit
to change the name and incorporate such other requirements as may be
necessary. A formal permit request must be submitted to the Division of Water
Quality accompanied by the appropriate fee, documentation from both 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 the
Director approves the transfer.
6. The permittee grants permission to DENR Staff to enter the property for the
purpose of inspecting all components of the stormwater management facility.
7. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
8. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state and federal) which have jurisdiction.
Permit issued this the 5th day of January 2006
NORTH C OLINA ENVIIRRONME/NTAL MANAGEMENT COMMISSION
L U�/
-------- --------------------------------------
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 051143
Page 5 of 5

OFFICE USE ONLY
Date Received
Fee Paid
Permit Numb r
',7ee
O
%2/21/6j f776 evenW, ✓'tV,z
State of North Carolina
Department of Environmental and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Ronald Saucier
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
. Ronald Saucier
3. Mailing Address for person listed in Item 2 above:
169 Vision Drive
City: Wilmington
Telephone Number: 910-350-1497
State: NC Zip: 29405
4. Project Name (subdivision, facility, or establishment name — should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
SPEC - Leland
5. Location of Project (street address)
111 & 113 Thomas Garst Lane
City: Leland County: Brunswick
6. Directions to project (from nearest major intersection):
From Wilmington, Exit 17S @ Village Road turn right, make first right onto Thomas Garst Lane and
follow to end
7. Latitude: 34' 14' 01"N Longitude: 770 59' 35" W of project.
8. Contact person who can answer questions about the project::
Name: Garry S. Pape, P.E. Telephone Number: 910-256-9277
H. PERMIT INFORMATION:
Form SWU-101 Version 3.99 Page I of

3w8 o,r/ l43
l . Specify whether project is (check one): X New Renewal Modification
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
X Low Density High Density Redevelop _ General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404/401 Permit X NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748
III. PROJECT INFORMATION
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.
Stormwater will be treated by a grassed swale.
2. Stonr water runoff from this project drains to the Cape Fear
3.
4.
5.
6.
Total Project Area: 3.94 acres.
Project Built Upon Area: 24.85 %.
1-low many drainage areas does the project have? 1
River Basin.
Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach and additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area I
Drainage Area 2
Receiving Stream Name
Brunswick River
Receiving Stream Class
SC
Drainage Area
171,626 sf
Existing Im ervious*Area
- 0 -
Pro osed Impervious* Area
42,658
% Impervious* Area Total
24.85%
Impervious* Surface Area
Drainage Area I
Drainage Area 2
On -Site Buildings
12,100 sf
On -Site Streets
- 0 -
On -Site Parkin Paved Areas
22,772 sf
On -Site Sidewalks
5,306 sf
Other On -Site
2,480 sf
Off -Site
- 0 -
Total: 42,658 sf
Total:
*Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
FormSWU-101 Version3.99 Page 2of4

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, out parcels, 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 many not
be changed or deleted without the consent of the State.
2. No more than 42,658 square feet of any lot shall he covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material hill 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 pennitled runofffrom the 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 petfornnance of the systenn as pertitted.
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.
Font 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
Font SWU-101 Version 3.99 Page 3 of

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.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/ Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned 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): Withers & Ravenel, Inc.
Mailing Address:
City Wilmi
Phone: [phone]
ite 101
State: NC
VIIL APPLICANT'S CERTIFICATION
4S4o 5 t�
Zip: ,24"3
Fax: [phone]
1, (print or type name of person listed in General Information, Item 2) Ronald Saucier
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:
Date: t I I 15 In -
Form SWU-101 Version 3.99 Page 4 of

r
WITHERS &- RAVENEL
ENGINEERS IPLANNERS ISURVEYORS
7040 Wrightsville Avenue, Suite ioi
WILMINGTON, NORTH CAROLINA, 28403
[phone]
FAX [phone]
To: Paul Bartlett, P.E.
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
LETTER OF TRAKSMMAL
DATE 12/21/05
1 IOBNO. 205041.00
MENTION Paul Bartlett, P.E.
PHONEA
6- 01
RE: SPEC Daycare - Leland
❑ Attached [:]Under separate cover via
❑ Prints ® Plans ❑ Samples
❑ Change order ❑ Diskette ❑
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
2
12/21/0
Revised Sheets 5 & 6
1
Revised Permit Application Page 2
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for -corrections
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
For
COPYTO: File
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
- Garry S. Pape. P.E.
If enclosures am not as noted, kindly notify us at once.

v
P. 1
* * COMMUNICATION RESULT REPORT ( DEC.20.2005 6:22PM )
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PAGE
P. 3/3
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross, Jr., Secretary
FAX COVER SHEET
Date; 12/20/05 No. of Pages: 3 (Incl. Cover)
To: Garry Pape From: Paul Bartlett
Company: Withers & Ravenel Water Quality Section -
FAX #: Stormwater
(910} 256-2584 FAX #; 910-350-2004
Phone #: [phone]
DWQ Stormwater Project Number: SW8 051143
Project Name: SPEC - Leland
MESSAGE;:
Garry,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Saucier, and a copy will be mailed to you.

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
Date: 12/20/05
To: Garry Pape
Company: Withers & Ravenel
FAX #: [phone]
William G. Ross, Jr., Secretary
No. of Pages: 3 (Incl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 051143
Project Name: SPEC - Leland
MESSAGE:
Garry,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Saucier, and a copy will be mailed to you.
J
ENB\ptb: S:\WQS\STORMWATER\ADDINFO\2005\051143.dec05
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

p
rF9
11=Y
December 20, 2005
Mr. Ronald Saucier
169 Vision Drive
Wilmington, NC 28405
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Subject: Request for Additional Information
Stormwater Project No. SW8 051143
SPEC - Leland
Brunswick County .
Dear Mr. Saucier:
Alan W. Klimek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received a Stormwater Management Permit Application for
SPEC - Leland on November 30, 2005. A preliminary review of that information has
determined that the application is not complete. The following information is needed to
GOntinue the stormwater review:
v/ 1. Please clarify the impervious area entries for "Parking" (32,772 sf) and "Other on -
site" (2,408 sf) in Section 111.6 of the application. Drawing 3.0 lists 22,772 sf and
r "f 1(I2,480 sf, respectively. The total of 42,658 sf on the application appears correct.
2. Please label Swale #1 on Sheets #5 and #6.
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 December 30, 2005, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information.
The 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.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Services-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o,emstale.nc.us jvO�thCarolina
An Equal Opportunity/Affirmative Action Employer— 50 % Recycledl10% Post Consumer Paper �l aturnlly

Mr. Ronald Saucier
December 20, 2005
Stormwater Application No. SW8 051143
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Since ely, _
Paul T. Bartlett, P.E.
Environmental Engineer
ENB/ptb: S:\WQS\STORMWATER\ADDINFO\2005\051143.dec05
cc: Garry S. Pape, P.E., Withers & Ravenel
Paul Bartlett

TopoZone - The Web's Topographic Map Page 1 of 1
Wilmington quadrangle M--8.931
Projection is UTM Zone 18 NAD83 Datum G--1.685
http://www.topozone. com/pr-int. asp?z=18&n=3792111.96860852&e=224310.3 7017153 &... 12/20/2005

WITHERS &— RAVENEL
ENGINEERS IPLANNERS ISURVEYORS
7040 Wrightsville Avenue, Suite ioi
WILMINGTON, NORTH CAROLINA. 28403
[phone]
FAX [phone]
To: Cameron Weaver
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
❑ Attached
❑ Prints
❑ Change order
LETTER N TRA SMITTAL
DATE 11/30/05
JOB NO. 205041.00
1
A7FEN11oN Cameron Weaver
PHONED
796-73cJ7
RE SPEC Daycare - Leland
r
r
( ✓
❑ Under separate cover via _
® Plans ❑ Samples
❑ Diskette ❑
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
2
11/29/05
Sets of plans for stormwater permit
2
11/2/o
Copies of stormwater narrative and ditch calculations
2
Stormwater Management Permit Application Form (one original, one co
2
Form SWU-io4 Low Density Supplement (one original, one copy)
1
11/29/OS
Application fee for $2000.00 for express permitting (Low Density
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
t7VAMA �T
COPYTO: File SIGNED:
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
lfenclosures are not as noted, kindly notify us at once.

SPEC DAYCARE - LELAND
STORMWATER & EROSION CONTROL
CALCULATIONS
November 29, 2005
Nov s 0 2005
H
SEA
0313
�i�+' �FN�'I NE�Q'• ���
K��1pT
Withers & Ravenel, Inc.
7040 Wrightsville Avenue, Suite 101
Wilmington, North Carolina 28403
[phone]

STORM WATER NARRATIVE
SPEC DAYCARE - LELAND
LELAND, NC
This + 3.94 acre site is located at the end of Thomas Garst Lane in the Town of Leland.
This project consists of clearing, grading, and installation of infrastructure for a proposed
12,100 SF Daycare Facility. The proposed disturbed area for this project is + 3.5 acres
and the total amount of impervious area compared with the total project boundary is
24.85%. The erosion control plan identifies the appropriate measures to be implemented
for erosion control purposes during construction of the infrastructure associated with this
development.
The project is approximately 3.94 acres in size with an ultimate proposed disturbed area of
3.5 acres. The site is mostly open and drains from the west to the east at slopes of 3%
SOILS
The soils onsite consist of Mandarin Fine Sand and Muckalee Loam series soils. The
Mandarin series soils consist of somewhat poorly drained, flat sandy soils with a
Hydrologic soils grouping of C. The Muckalee series soils consists of poorly drained soils
on low flood plains with a Hydrologic soils grouping of D.
STORM DRAINAGE
The primary stormwater measure for this project is a grassed swale located in the southern
portion of the site. The stormwater will be conveyed via overland sheet flow to the
proposed swale. Roof drains will also splash block runoff to the rear of the site.
Calculations and a cross section of the grassed swale are provided.

EROSION CONTROL PLAN FOR
SPEC DAYCARE - LELAND
Area to be disturbed: +3.5 acres
The project includes the construction of a 12,100 SF Daycare Facility. The storm water
system will consist of sheet flow across the parking lot discharging to a grassed swale.
EROSION CONTROL MEASURES: This project will primarily control erosion with the
use of a temporary construction entrance, a temporary Sediment Trap and silt fence on the
downslope of areas that will be disturbed.
The contractor shall install, maintain and remove upon completion the silt fence as
necessary to prevent any sediment from leaving the project limits. This will include any
temporary stockpile areas if necessary. Contractor shall clean and restore to pre -
construction conditions any areas that may inadvertently be damaged due to the failure of
the erosion control measures.
SCHEDULING OF WORK: Clearing and grubbing shall be scheduled and performed in
such a manner that fine grading operations and erosion control practices can follow
immediately thereafter. Excavation and embankment operations will be conducted such
that cuts and fills will be completed to final grades in a continuous operation. All
construction areas not otherwise protected shall be planted with permanent vegetative
cover in accordance with the specifications within 21 working days after completion of
active construction.
MINIMUM AREAS TO BE DISTURBED: Only those areas necessary for timely and
proper completion of the project shall be stripped of native vegetation. The angle for
graded sloped and fills shall be no greater than the angle which can be retained by
vegetative cover or other adequate erosion control devices or structures. Slopes left
exposed will be stabilized, within 21 calendar days of completion of any phase of
grading, be planted or otherwise provided with ground cover, devices, or structures
sufficient to restrain erosion.
PLACEMENT OF SEDIMENT CONTROL DEVICE'S: All devices (sediment fences,
construction entrances, etc.) for sediment control shall be constructed prior to beginning
clearing and grubbing on the site.
FINAL COVER: As soon as practicable after finished grades have been established, all
operations in connection with establishing final ground cover shall be performed. Any
inactive disturbed ground area to remain denuded more than 21 days shall be temporarily
seeded in accordance with the temporary seeding schedule as noted on the plans.

SPEC DAYCARE - LELAND - GRASSED SWALE
0+00
12.10
0+15
12.00
0+20
11.30
0+36
12.00
0+40
12.50
Roughness Segment Definitions
(0+00, 12.10) (0+40, 12.50) 0.030
Normal Depth
0.35
ft
Elevation Range
11.30 to 12.50 ft
Flow Area
1.86
ft'
Wetted Perimeter
10.56
ft
Top Width
10.53
ft
Normal Depth
0.35
ft
Critical Depth
0.37
ft
Critical Slope
2.31394
%
Velocity
2.65
ft/s
Velocity Head
0.11
ft
Specific Energy
0.46
ft
Froude Number
1.11
Flow Type
Supercritical
Bentley Systems, Inc. Haestad Methods Solution Center FlowMaster [08.01.058.00]
11/29/2005 5:52:33 PM 27 Slemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203.756.1666 Page 1 of 2

SPEC DAYCARE - LELAND - GRASSED SWALE
Downstream Depth 0.00 It
Length 0.00 It
Number Of Steps 0
Upstream Depth
0.00
ft
Profile Description
Profile Headloss
0.00
ft
Downstream Velocity
Infinity
ft/s
Upstream Velocity
Infinity
fits
Normal Depth
0.35
ft
Critical Depth
0.37
ft
Channel Slope
0.02920
ft/ft
Critical Slope
2.31394
%
Bentley Systems, Inc. Haestad Methods Solution Center FlowMaster [08.01.058.00]
1112912005 5:52:33 PM 27 Slemons Company Drive Suite 200 W Watertown, CT 06795 USA *1-203-755-1666 Page 2 01 2

Friction Method
Solve For
SPEC DAYCARE-LELAND
Manning Formula
Normal Depth
Channel Slope 2.92 %
Normal Depth 0.35 it
Discharge
,• - s - � r1`�. Sr �' o?ai4.d..+,'�1,ko.l �.�.�. „'.1... °� '- � � '.'; .?f, �i a iJ .,� 1. � �"..k
12.70
12.60
12.50
12.40
12.30
12.20
12.10
a 12.00
11.90
w 11.60
11.70
11.60
11.50
11.40
11.30
11.20
11.10
0
MM,
Bentley Systems, Inc. Haestad Methods Solution Center FlowMaster (08.01.058.00]
11/29/2005 5:52:59 PM 27 Slemons Company Drive Suite 200 W Watertown, CT 06795 USA +1.203-755-1666 Page 1 of 1

AMA
NCDENR
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]VI
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s).
FAX or email to Cameron. Weaver(a ncmail.net along with a narrative and vicinity map of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name Ron Saucier J
Company nla
Address _165 Vision rive_City/State—Wilmington/NC_Zip_28403_ County_New Hanover County
Phone—[phone] Fax_(910) 794.1096 Email
PROJECT Name —SPEC -Day Care Leland
PROJECT SYSTEM(S) TRIBUTARY TO_Brunswick River —(STREAM NAME) _Cape Fear RIVER BASIN
ENGINEERICONSULTANT Mark Hargrove
Company _Withers & Ravanel
Address 7040 Wrightsville Avenue, Suite 101_CitylState_Wilmington/NC_Zip_28403_County_New Hanover County
Phone_ [phone] Fax [phone]—Email—[e-mail]
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes ® No
❑ STREAM ORIGIN Determination; _# of stream calls; Stream Name
--------------------------------------------------nw,,n
-- - - - - - - -- - - -- - - - - -- ----- ---
® STORMWATER ❑ L❑High Density -Detention Pond ❑High Density -Other
Wetlands MUST be addressed bew Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
__Q COASTAL _-_ :_--__-_❑-ExcavatiFill ❑ ❑ ,___.__ Bridges & Culverts _ Structures Information
` MANAGEMENT'"""" E] Upldhtl Development— ❑ Marina Development ❑ Urban'Waterfront'�
® LAND QUALITY ® Erosion and Sedi eta n Control Plan with 3.4 acres to be disturbed.
-------------------------------------------------------------------------------------------------------------------------------------- --------------------------- ---
WETLANDS (401) Wetlands on Prope y ® Ye ❑ No Isolated Wetlands on Property ❑ yes ❑ No
Check all that apply Wetlands Will B Impacte ❑ Yes ® No Wetland Impacts: Acre(s)
Wetlands Delineati n has en completed ® Yes ❑ No ❑ Buffers Impacted: Acre(s)
USA COE Approval tneation completed ❑ Yes ® No
404 Application in process w/USACOE ®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 $

o �
J �
SITE
VI��gG e
pqp R LN.
NE 1HOMA5 GA
tit
O..
2
�
0
VICINITY MAP
(N. T. S.)
NARRATIVE....
THE t3.94 ACRE SITE IS LOCATED IN THE TOWN OF LELAND AT THE
INTERSECTION OF THOMAS GARST LANE AND VILLAGE ROAD. THE PROJECT
PROPOSES A DAYCARE CENTER THAT WILL UTILIZE CURB INLEZS`AND AN OPEN
SWALE DR AAIN�GE SYS_T.EM TO DIRECT STORM WATER FLOW INTO THE-EXISTING-
HYOR�LOGIC DRAINAGE SYSTEM.
THE PRIMARY STORMWATER MEASURES INCLUDE STORM GRATE INLETS AND
ROOF DRAINS THAT CONVEY THE STORMWATER TO A OPEN GRASS SWALE
SYSTEM.
SPEC-LELAND
REQUEST FOR PRE -APPLICATION
MEETING FOR EXPRESS PERMIT REVIEW
OCTOBER 20, 2005

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 05 I I q3
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
C7 HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
ZOO"o o i o Z5
YYYYMMDD

W A T,cq
0
� j
Y
January 5, 2006
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Mr. Ronald Saucier
169 Vision Drive
Wilmington, NC 28405
Subject: Permit No. SW8 051143
SPEC - Leland
Low Density Stormwater Project
Brunswick County
Dear Mr. Saucier
Alan W. Klimek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for SPEC - Leland on December 21, 2005. 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 051143
dated January 5, 2006, for the construction of the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject to
the conditions and limitations as specified therein, and does not supercede any other agency
permit that may be required.
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 thirty (30) 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 either Paul Bartlett or me at [phone].
Sincer
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/ptb: S:\WQS\STORMWATER\PERMIT\051143.jan06
cc: Garry S. Pape, P.E., Withers & Ravenel, Inc.
Delaney Aycock, Brunswick County Inspections
Jeff Phillips, Brunswick County Engineering
Paul T. Bartlett, P.E.
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality - 127 Cardinal Drive Extension Phone [phone] Customer Services-877-623-6748 One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet h2o.encstate.nc.us NorthCarolina
An Equal Opportunity/Affirmative Action Employer- 50%Recycled/10% Post Consumer Paper Naturally

State Stormwater Management Systems
Permit Number SW8 051143
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW 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
Ronald Saucier
SPEC - Leland
Brunswick County
FOR THE
construction, operation and maintenance of a low density development 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.
The Permit shall be effective from the date of issuance until rescinded and shall be
subject to the following specific conditions and limitations:
I. DESIGN STANDARDS
This permit covers the construction of 42,658 square feet of built -upon area
The overall tract built -upon area percentage for the project must be maintained at
30%, as required by Section .1005 of the stormwater rules.
3. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
4. The only runoff conveyance systems allowed will be vegetated conveyances
such as swales with minimum side slopes of 3:1 (H:V) as defined in the
stormwater rules and approved by the Division.
5. No piping is allowed except that minimum amount necessary to direct runoff
beneath an impervious surface such as a road or to provide access.
6. Unless specified elsewhere, permanent seeding requirements for the swales
must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
7. Roof drains must terminate at least 30' from the Mean High Water line.
Page 2 of 5

State Stormwater Management Systems
Permit Number SW8 051143
II. SCHEDULE OF COMPLIANCE
1. Projects covered by this permit will maintain a minimum 30 foot wide vegetative
buffer between all impervious areas and surface waters.
2. The permittee is responsible for verifying that the proposed built -upon area does
not exceed the allowable built -upon area.
3. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
4. Prior to the sale of this project, in whole or in part, the following deed restrictions
must be recorded with the Office of the Register of Deeds:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 051143, 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.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. Construction of additional built -upon area in excess of 42,658 square feet
will require a permit modification.
g. Construction of additional impervious areas such that low density
requirements are no longer met must be submitted to DWQ and a permit
modification must be issued prior to construction. An engineered system
will be required to collect and treat the runoff from all built -upon area
associated with the project, including that area permitted under the low
density option.
h. Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with this development, except for average driveway crossings,
is strictly prohibited by any persons.
i. A minimum 30' wide vegetated buffer area shall be provided between
surface waters and all impervious surfaces.
5. A copy of the recorded restrictions must be received in this Office within 30 days
of the date of sale.
Page 3 of 5

State Stormwater Management Systems
Permit Number SW8 051143
6. Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with the permitted development, except for average driveway
crossings, is strictly prohibited by any persons.
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 the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of the project area. The project
area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, altering or piping any vegetative conveyance shown on the
approved plan.
Swales and other vegetated conveyances shall be constructed in their entirety,
vegetated, and be operational for their intended use prior to the construction of
any built -upon surface.
During construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately.
10. The permittee shall at all times provide the operation and maintenance
necessary to operate the permitted stormwater management systems at optimum
efficiency to include:
a. Inspections
b Sediment removal.
C. Mowing, and revegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
11. Within 30 days of completion of the project, the permittee shall certify in writing
that the project has been constructed in accordance with the approved plans.
12. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
III. GENERAL CONDITIONS
Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division of Water Quality,
in accordance with North Carolina General Statutes 143-215.6A to 143-215.6C.
The permit issued shall continue in force and effect until revoked or terminated.
3. 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.
Page 4 of 5

State Stormwater Management Systems
Permit Number SW8 051143
4. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules, and regulations contained in Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
5. This permit is not transferable except after notice to and approval by the Director.
The Director may require modification or revocation and reissuance of the permit
to change the name and incorporate such other requirements as may be
necessary. A formal permit request must be submitted to the Division of Water
Quality accompanied by the appropriate fee, documentation from both 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 the
Director approves the transfer.
6. The permittee grants permission to DENR Staff to enter the property for the
purpose of inspecting all components of the stormwater management facility.
7. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
8. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state and federal) which have jurisdiction.
Permit issued this the 5th day of January 2006
NORTH C/� OLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 051143
Page 5 of 5

�OFFICE.USB'ONLXro,-
-,
Date Received
Fee Paid
Permit Number
'o7DD
OJT
i2/21/o,A?,OeW. ,Av, f z
State of North Carolina
Department of Environmental and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form inay be pholocopied for use as an original
L GENERAL INFORMATION
Applicants name (specify the name of the corporation, individual, etc. who owns the project)
Ronald Saucier
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Ronald Saucier
3. Mailing Address for person listed in Item 2 above:
169 Vision Drive
City: Wilmington State: NC Zip: 29405
Telephone Number: 910-350-1497
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
SPEC - Leland
5. Location of Project (street address):
1 1 I & 113 Thomas Garst Lane
City: Leland County: Brunswick
6. Directions to project (from nearest major intersection):
From Wilmington Exit 17S (2c Village Road turn right, make first right onto Thomas Garst Lane and
follow to end
7. Latitude: 34' 14' 01" N Longitude: 770 59' 35" W of project.
8. Contact person who can answer questions about the project::
Name: Garry S. Pape, P.E. Telephone Number: 910-256-9277
H. PERMIT INFORMATION:
Form SWU-101 Version 3.99 Page I of

l�2/z//03-M-4cd I-ev,`/1.Z
z7we 05-143
1. Specify whether project is (check one): X New Renewal Modification
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
X Low Density _ High Density —Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404/401 Permit X NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748
M. PROJECT INFORMATION
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.
Stormwater will be treated by a grassed swale.
2. Stormwater runoff from this project drains to the Cape Fear
3. Total Project Area: 3.94 acres.
4
5
Project Built Upon Area: 24.85 %.
How many drainage areas does the project have? I
River Basin.
Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach and 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
Brunswick River
Receiving Stream Class
SC
Drainage Area
171,626 sf
Existing Im ervious*Area
- 0 -
Pro osed Impervious* Area
42,658
% Impervious* Area (Total)
24.85%
Impervious* Surface Area
Drainage Area I
Drainage Area 2
On -Site Buildings
12,100 sf
On -Site Streets
- 0 -
On -Site Parkin Paved Areas
22,772 sf
On -Site Sidewalks
5,306 sf
Other On -Site
2,480 sf
Off -Site
- 0 -
Total: 42,658 sf
Total:
*bnpervious area is defined as the built upon area including, but not liuniled to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of

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, out parcels, 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 stornrvater management
hermit 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 snore than 42,658 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 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. I3uill-upon area in excess of the permitted amount requires a state stornrwater management permit
modification prior to consir uction.
5. All permitted runoff from the oulparcels or future development shall be directed into the permitted
stornrwater control system. These connections to the stornrvater control system shall be petfortned 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 fonn(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for
the status and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of

V.I. 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.
I. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stonnwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• "rwo 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): Withers & Ravencl, Inc.
Mailing Address:
City Wilmington
Phone: [phone]
State: NC
VIIL APPLICANT'S CERTIFICATION
2040 " 1/
Zip: .74tn
Fax: [phone]
1, (print or type name ofperson listed in General Information, Item 2) Ronald Saucier
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions and
protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 21-1.1000.
MM
Form SWU-101 Version 3.99 Page 4 of4

WITHERS &— RAVENEL
ENGINEERS IPLANNERS ISURVEYORS
7040 Wrightsville Avenue, Suite ioi
WILMINGTON, NORTH CAROLINA, 28403
[phone]
FAX [phone]
To: Paul Bartlett, P.E.
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 284o5
WEARE SENDING YOU ❑ Attached
❑ Shop Drawings ❑ Prints
❑ Copy of Letter ❑ Change order
LETTER OF TRAMSNUAL
DATE 12/21/0
IOBNO. 20 O 1.00
MENTION Paul Bartlett, P.E.
PHONEi
6- 01
RE SPEC Daycare - Leland
❑ Under separate cover via
® Plans ❑ Samples
❑ Diskette ❑
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
2
12/21/0
Revised Sheets 5 & 6
1
Revised Permit Application Page 2
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for -corrections
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
For Approval
COPYTO: File
❑ Resubmit
❑ Submit
❑ Return
copies for approval
copies for distribution
corrected prints
P.E.
Ifenclosums am not as noted, kindly notify as at once.

n
P. 1
* * COMMUNICATION RESULT REPORT ( DEC.20.2005 6:22PM ) * * *
TTI NCD
FILE MODE OPTION
765 MEMORY TX
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
ADDRESS (GROUP)
92562584
OK
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
WIRO
PAGE
P. 3/3
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross, Jr., Secretary
FAX COVER SHEET
Date: 12/20/05 No. of Pages: 3 (Incl. Cover) To: Garry Pape From: Paul Bartlett
Company: Withers & Ravenel Water Quality Section -
Stonnwater
FAX #: [phone] FAX #; 910-350-2004
Phone #: [phone]
DWQ Stormwater Project Number: SW8 051143
Project Name: SPEC - Leland
MESSAGE:
Garry,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Saucier, and a copy will be mailed to you.
/1 n

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
Date:
12/20/05
To:
Garry Pape
Company:
Withers & Ravenel
FAX #: [phone]
William G. Ross, Jr., Secretary
No. of Pages: 3 (Incl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 051143
Project Name: SPEC - Leland
MESSAGE:
Garry,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Saucier, and a copy will be mailed to you.
4f
ENB\ptb: S:\WQS\STORMWATER\ADDINFO\2005\051143.dec05
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

�QF WA7F9 Michael F. Easley, Governor
�O G William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 20, 2005
Mr. Ronald Saucier
169 Vision Drive
Wilmington, NC 28405
Subject: Request for Additional Information
Stormwater Project No. SW8 051143
SPEC - Leland
Brunswick County .
Dear Mr. Saucier:
The Wilmington Regional Office received a Stormwater Management Permit Application for
SPEC - Leland on November 30, 2005. A preliminary review of that information has
determined that the application is not complete. The following information is needed to
gOntinue the stormwater review:
✓/ 1. , Please clarify the impervious area entries for "Parking" (32,772 sf) and "Other on -
Wlyi /
I,�f
site" (2,408 sf) in Section 111.6 of the application. Drawing 3.0 lists 22,772 sf and
2,480 sf, respectively. The total of 42,658 sf on the application appears correct.
2.
Please label Swale #1 on Sheets #5 and #6.
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 December 30, 2005, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information.
The 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.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Sewiceb877-623-6748 One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us NorthCarotlna
An Equal Opportunity/AHirr ive Action Employer -50%Recycled/10% Post Consumer Paper 111a(rally

Mr. Ronald Saucier
December 20, 2005
Stormwater Application No. SW8 051143
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Since,{ely,
Paul T. Bartlett, P.E.
Environmental Engineer
ENB/ptb: S:\WQS\STORMWATER\ADDINFO\2005\051143.dec05
cc: Garry S. Pape, P.E., Withers & Ravenel
Paul Bartlett

TopoZone - The Web's Topographic Map Page 1 of 1
0 0.3 0.6 0.9 1.2 1.5 km
0 0.1 0.2 0.3 0.4 0.5 mi
Map center is 340 14' 01"N, 770 59' 35"W (WGS84/NAD83)
Wilmington quadrangle M=-8.331
Projection is UTM Zone 18 NAD83 Datum G=-1.685
http://www.topozone.com/print. asp?z=18&n=3 792111.96860852&e=224310.37017153 &... 12/20/2005

WITHERS &i RAVENEL
' ENGINEERS IPLANNERS ISURVEYORS
logo Wrightsville Avenue, Suite ioi
WILMINGTON, NORTH CAROLINA, 28403
[phone]
FAX (9io) 256-2584
TO: Cameron Weaver
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
LETTER OF TRANSMUTAL
DATE 11/30/05
JOB NO. 20 O 1.00
1
ATTENTION Cameron Weaver
PHONE•
6- o
RE: SPEC Daycare - Leland
i r
e
WE ARE SENDING YOU ❑Attached ❑ Under separate cover via
❑ Shop Drawings ❑ Prints ® Plans ❑ Samples
❑ Copy of Letter ❑ Change order ❑ Diskette ❑
T.l .
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
2
11/2/o
Sets of ptans for stormwater permit
2
11/2/o
Copies of stormwater narrative and ditch calculations
2
Stormwater Management Permit Application Form (one original, one copy)
2
Form SWIJ-1o4 Low Density Supplement (one original, one copy)
1
11/2/o
Application fee for $2000.00 for express permitting (Low Densit )
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
COPYTO: File
❑ Resubmit
❑ Submit
❑ Return
SIGNED:
copies for approval
copies for distribution
corrected prints
ifenctosums are not as noted, kindly notify us at once.

SPEC DAYCARE - LELAND
STORMWATER & EROSION CONTROL
CALCULATIONS
November 29, 2005
N0V S 0 2nn5
EA 9
0313 _
Withers & Ravenel, Inc.
7040 Wrightsville Avenue, Suite 101
Wilmington, North Carolina 28403
[phone]

STORM WATER NARRATIVE
SPEC DAYCARE - LELAN D
LELAND, NC
This + 3.94 acre site is located at the end of Thomas Garst Lane in the Town of Leland.
This project consists of clearing, grading, and installation of infrastructure for a proposed
12,100 SF Daycare Facility. The proposed disturbed area for this project is + 3.5 acres
and the total amount of impervious area compared with the total project boundary is
24.85%. The erosion control plan identifies the appropriate measures to be implemented
for erosion control purposes during construction of the infrastructure associated with this
development.
The project is approximately 3.94 acres in size with an ultimate proposed disturbed area of
3.5 acres. The site is mostly open and drains from the west to the east at slopes of 3%
GY01Q:
The soils onsite consist of Mandarin Fine Sand and Muckalee Loam series soils. The
Mandarin series soils consist of somewhat poorly drained, flat sandy soils with a
Hydrologic soils grouping of C. The Muckalee series soils consists of poorly drained soils
on low flood plains with a Hydrologic soils grouping of D.
STORM DRAINAGE
The primary stormwater measure for this project is a grassed swale located in the southern
portion of the site. The stormwater will be conveyed via overland sheet flow to the
proposed swale. Roof drains will also splash block runoff to the rear of the site.
Calculations and a cross section of the grassed swale are provided.

EROSION CONTROL PLAN FOR
SPEC DAYCARE - LELAND
Area to be disturbed: +3.5 acres
The project includes the construction of a 12,100 SF Daycare Facility. The storm water
system will consist of sheet ]low across the parking lot discharging to a grassed swale.
EROSION CONTROL MEASURES: This project will primarily control erosion with the
use of a temporary construction entrance, a temporary Sediment Trap and silt fence on the
downslope of areas that will be disturbed.
The contractor shall install, maintain and remove upon completion the silt fence as
necessary to prevent any sediment from leaving the project limits. This will include any
temporary stockpile areas if necessary. Contractor shall clean and restore to pre -
construction conditions any areas that may inadvertently be damaged due to the failure of
the erosion control measures.
SCHEDULING OF WORK: Clearing and grubbing shall be scheduled and performed in
such a manner that fine grading operations and erosion control practices can follow
immediately thereafter. Excavation and embankment operations will be conducted such
that cuts and fills will be completed to final grades in a continuous operation. All
construction areas not otherwise protected shall be planted with permanent vegetative
cover in accordance with the specifications within 21 working days after completion of
active construction.
MINIMUM AREAS TO BE DISTURBED: Only those areas necessary for timely and
proper completion of the project shall be stripped of native vegetation. The angle for
graded sloped and fills shall be no greater than the angle which can be retained by
vegetative cover or other adequate erosion control devices or structures. Slopes left
exposed will be stabilized, within 21 calendar days of completion of any phase of
grading, be planted or otherwise provided with ground cover, devices, or structures
sufficient to restrain erosion.
PLACEMENT OF SEDIMENT CONTROL DEVICES: All devices (sediment fences,
construction entrances, etc.) for sediment control shall be constructed prior to beginning
clearing and grubbing on the site.
FINAL COVER: As soon as practicable after finished grades have been established, all
operations in connection with establishing final ground cover shall be performed. Any
inactive disturbed ground area to remain denuded more than 21 days shall be temporarily
seeded in accordance with the temporary seeding schedule as noted on the plans.

SPEC DAYCARE - LELAND - GRASSED SWALE
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Channel Slope 2.92 %
Discharge 4.93 ftl/s
Section Definitions
0+00
12.10
0+15
12.00
0+20
11.30
0+36
12.00
0+40
12.50
Roughness Segment Definitions
(0+00, 12.10) (0+40, 12.50) 0+030
Results k�
Normal Depth 0.35 ft
Elevation Range
Flow Area
Wetted Perimeter
Top Width
Normal Depth
Critical Depth
Critical Slope
Velocity
Velocity Head
Specific Energy
Froude Number
Flow Type
1112912005 5:52:33 PM
11.30 to 12.50 ft
1.86 ft'
10.56 ft
10.53 ft
0.35 ft
0.37 ft
2.31394 %
2.65 ft/s
0.11 ft
0.46 ft
1.11
Supercritical
Bentley Systems, Inc. Haestad Methods Solution Center FlowMaster [08.01.058.00)
27 Slemons Company Drive Suite 200 W Watertown, CT 06795 USA [phone] Page 1 of 2

SPEC DAYCARE - LELAND - GRASSED SWALE
,GV F. Input:pata
"
Downstream Depth
0.00
It
Length
0.00
It
Number Of Steps
0
GVF�Output`Data
Upstream Depth
0.00
ft
Profile Description
Profile Headloss
0.00
It
Downstream Velocity
Infinity
ft/s
Upstream Velocity
Infinity
ft/s
Normal Depth
0.35
It
Critical Depth
0.37
It
Channel Slope
0.02920
ft/ft
Critical Slope
2.31394
%
Bentley Systems, Inc. Haestad Methods Solution Center FlowMaster [08.01.058.001
11/29/2005 5:52:33 PM 27 Siemens Company Drive Suite 200 W Watertown, CT 06795 USA t1.203-755-1666 Page 2 of 2

SPEC DAYCARE - LELAND
Project
Friction Method
Manning Formula
Solve For
Normal Depth
Input F"Q-A
Channel Slope
2.92
%
Normal Depth
0.35
it
Discharge
4.93
ft-/s
lGross ,Secflolridirnqg&��-- �'-
12.70
12.50
12.50
12.40
12.30
12.20
12.10
12.00
>r- 11.90
11.80
11.70
11.60
11.50
11.40
11.30
11.20
11.10
0
..........
......... . . - -
:
. .......
.... . .........
Vz.
...... .....
.. ....... ....
.................
.......... -
.
+00
. . .
0+10
. . .
0+20
. . .
n+3n
. .
0+40
Station
Bentley Systems, Inc. Haestad Methods Solution Center FlowMaster [08.01.058.00]
11129/2005 5:52:59 PM 27 Slemons Company Drive Suite 200 W Watertown, CT 06795 USA [phone] Page 1 of 1

NCDENR 1;m
North Carolina Department of Environment and Natural Resources \
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]VI
�C
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s).
FAX or email to Cameron. Weaverna ncmail.net along with a narrative and vicinity map of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name Ron Saucier t'ice'L' I�
Company n/a
Address_165 Vision rlve_City/State_Wilmington/NC_Zip_28403_ County —New Hanover County
Phone-[phone] Fax_(910) 794.1096 Email
PROJECT Name —SPEC -Day Care Leland
PROJECT SYSTEM(S) TRIBUTARY TO_Brunswick River_(STREAM NAME) _Cape Fear RIVER BASIN
ENGINEER/CONSULTANT Mark Hargrove
Company _Withers & Ravanel
Address 7040 Wrightsville Avenue, Suite 101_City/State_Wilmington/NC_Zip_28403_County_New Hanover County
Phone_ [phone] Fax (910) [e-mail]
State or National Environmental Policy Act (SEPA, NEPA) - EA or EIS Required ❑ Yes ® No
❑ STREAM ORIGIN Determination; # of stream calls; Stream Na
® STORMWA TER ❑ Lowed nsit ❑ High Density -Detention Pond ❑ High Density -Other
Wetlands MUST be addressed belo ❑ w Density -Curb &Gutter El High Density -Infiltration ❑Off Site
__❑ COASTAL.__ - _ ___❑ E_xcavatidn�Fill ❑ Bridges & Culverts ❑ Structures Information
.._...
MANAGEMENT""- "`❑Upland Development-❑ Marina Development "—❑'Urban`Waterfronf""-`' "--'
® LAND QUALITY ❑ Erosion and Sedi ilta n Control Plan with 3.4 acres to be disturbed.
WETLANDS (401) Wetlands on Prope y ® Ye ❑ No Isolated Wetlands on Property ❑ yes ❑ No
Check all that apply Wetlands Will 4 Impactq ❑ Yes ® No Wetland Impacts: Acre(s)
Wetlands Delineate n has en completed ® Yes ❑ No ❑ Buffers Impacted: Acre(s)
USACOE Approval rneation completed ❑ Yes ® No -
404 Application in process w/USACOE ®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 $

��XiF m
70
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0
32
J SITE
AGf
pAD �N
NE 1NOMAS GAR
ti
0
2
�
0
VICINITY MAP
(N. T. S.)
N-ARRA- _I -.:a _._:_�
THE t3.94 ACRE SITE IS LOCATED IN THE TOWN OF LELAND AT THE
INTERSECTION OF THOMAS GARST LANE AND VILLAGE ROAD. THE PROJECT
PROPOSES A DAYCARE CENTER THAT WILL UTILIZE CURB INLEIND AN OPEN
SWALE DRAINAGE SYS_T.EM TO DIRECT STORM WATER FLOW INTO THE-EXISTING-
HYD`ROLOGIC DRAINAGE SYSTEM.
THE PRIMARY STORMWATER MEASURES INCLUDE STORM GRATE INLETS AND
ROOF DRAINS THAT CONVEY THE STORMWATER TO A OPEN GRASS SWALE
SYSTEM.
SPEC—LELAND
REQUEST FOR PRE -APPLICATION
MEETING FOR EXPRESS PERMIT REVIEW
OCTOBER 20, 2005