SW8051143_HISTORICAL FILE_20130308 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0511L43
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
Eg HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2o13o3o?
YYYYMMDD

MEMO
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E.
Governor Director
March 8,2013
Mr. Ronald Saucier, Owner
169 Vision Drive
Wilmington, NC 28405
Subject: State Stormwater Management Permit No. SW8 051143
SPEC - Leland
Overall Low Density Development with an Area of High Density
Brunswick County
Dear Mr. Saucier:
John E. Skvarla, III
Secretary
The. Wilmington Regional Office received a complete modified Stormwater Management Permit
Application for SPEC - Leland on February 15, 2013. 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 March 8,2013, for the construction, operation and maintenance of the BMP's and the
built -upon areas associated with the subject project.
This permit shall be effective from the date of issuance until March 8, 2021, and shall be subject
to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s),
recordation of deed restrictions, procedures for changes of ownership, and transferring the
permit. Failure to establish an adequate system for operation and maintenance of the
stormwater management system, to record deed restrictions, or to transfer the permit, will result
in future compliance problems.
The following modifications are included and covered by this permit:
o The addition of a constructed wetland to treat the area of high density created by the
construction of a piped collection system.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory, hearing by filing a written petition with the Office of
Administrative Hearings (OAH). The written petition must conform to Chapter 150E of the North
Carolina General Statutes, and must be filed with the OAH within thirty (30) days of receipt of
this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee
is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC
27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com.
Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Christine Nelson at [phone].
Sincerely,
--ForC`harles Wakild, P.E., Director
Division of Water Quality
GDS/can: S:\WQS\Stormwater\Permits & Projects\2005\051143 HD\2013 03 permit 051143
cc: Garry Pape, GSP Consulting
Brunswick County Inspections
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] \ FAX: [phone] \ DENR Assistance: 1-877-623-6748
Internet: i~ ncwaterguality.org
Brunswick County Engineering
Wilmington Regional Office
NehCarolina.
oMural!#

State Stormwater Management Systems
Permit No. SW8 051143
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
OVERALL LOW DENSITY DEVELOPMENT
WITH AN AREA OF HIGH DENSITY
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
111 & 113 Thomas Garst Lane, Leland, Brunswick County
FOR THE
construction, operation and maintenance of an overall 30% low density development
with one (1) constructed wetland to treat the higher density areas, in compliance with
the provisions of Title 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 March 8, 2021 and shall be
subject to the following specified conditions and limitations:
1. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This permit covers the construction of a total of 42,236 square feet of built -upon
area (BUA), which includes 35,509 square feet of BUA within the drainage area
of the constructed wetland and 6,727 square feet of BUA within the remaining
low density area.
3. The overall tract built -upon area percentage for the project must be maintained at
no more than 30% per the requirements of Section .1005 of the stormwater rules.
4. The stormwater system proposed to treat the runoff generated by the designated
high density area has been approved for the management of stormwater runoff
as described in Section 1.10 on page 3 of this permit.
5. The low density portions of this project will maintain a minimum 30 foot wide
vegetated buffer between all impervious areas and surface waters.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 051143
6. Within the low density portions of the permitted project, all roof drains shall
terminate at least 30 feet from the mean high water mark of surface waters.
Within the low density portions of the permitted project, 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 as
shown on the approved plan.
Within the low density portions of this permitted project, no piping is allowed
except that minimum amount necessary to direct runoff beneath an impervious
surface such as a road or to provide access.
The runoff from all built -upon area within the drainage area of the permitted high
density stormwater system must be directed into the permitted stormwater
control system.
10. The following design elements have been approved for this constructed wetlands
stormwater facility, and must be provided in the system at all times:
DA
a.
Drainage Area, acres:
Onsite, ftz:
Offsite, ftz:
1.19
51,768
0
b.
Total Impervious Surfaces, ft :
Onsite, fe:
Offsite, ftz:
35,509
35,509
0
c.
Plant Depth, feet:
1.0
d.
TSS removal eff., %:
85
e.
Design Storm, inches:
1.5
f.
Permanent Pool Elevation, FMSL:
12.0
g.
Permitted Wetland Surface Area,
5,155
h.
Shallow Land Area, :
1,565
i.
Shallow Water Area, :
2,165
'.
Deep Pool Area, :
1,425
k.
Permitted Temporary Storage Volume, ft:
4,443
I.
Temporary Storage Elevation FMSL:
13.0
m.Controllin Orifice 0":
1.25
n.
Number of Plantings
Shallow Water - Herbaceous:
Shallow Land - Herbaceous / Shrubs / Trees:
541
89 / 37 / 5
o.
Receiving Stream / River Basin:
Brunswick River / Cape Fear
Stream Index Number:
18-77
q.
Classification of Water Body:
SC
II. SCHEDULE OF COMPLIANCE
The permittee shall not allow any person, including the permittee, to alter any
part of the approved stormwater management system or fill in, alter, or pipe any
of the vegetated conveyances shown on the approved plans, except for minimum
driveway crossings, unless and until the permittee shall have submitted a
modification to the permit and received approval from the Division of Water
Quality.
2. The permittee is responsible for monitoring the project on a routine basis and
verifying that the proposed built -upon area does not exceed the maximum
allowed by this permit.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 051143
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. 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.
5. 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.
d. Redesign or addition to the approved amount of built -upon area.
e. Further development, subdivision, acquisition, or sale of the project area,
in whole or in part. The project area is defined as all property owned by
the permittee, for which Sedimentation and Erosion Control Plan approval
or a CAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
g. Construction of any designated future development areas.
6. The Director may determine that other revisions to the project should require a
modification to the permit.
7. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
must be recorded showing all such required easements, in accordance with the
approved plans.
During'construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately. 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.
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.
10. 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.
11. The permittee shall at all times provide and perform the necessary operation and
maintenance procedures as specified in the signed Operation and Maintenance
Agreement, such that the permitted stormwater management system functions
as designed and permitted.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 051143
12. Records of maintenance activities must be kept by the permittee 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.
13. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
14. Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity 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. At least 30 days prior to an ownership
change, or a name change of the permittee or of the project, or a mailing address
change; the permittee shall submit a completed and signed Name/Ownership
Change form to the Division of Water Quality accompanied by appropriate
documentation as listed on the form. The approval of this request will be
considered on its merits, and may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
Neither the sale of the project, in whole or in part, nor the transfer of common
area to a third party, shall be considered an approved permit transfer.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
and obtaining any and all permits or approvals as required by any statutes, rules,
regulations, or ordinances, which may be imposed by any other Local, State or
Federal government agency having jurisdiction. Any activities undertaken at this
site prior to receipt of the necessary permits or approvals to do so is considered
a violation of NCGS 143-215.1, and subject to enforcement procedures pursuant
to NCGS 143-215.6.
5. Any person or entity found to be in noncompliance with the provisions of this
stormwater permit or the requirements of the stormwater rules under 15A NCAC
02H.1000 as amended under Session Law 2008-211, is subject to enforcement
procedures as set forth in N.C.G.S. 143, Article 21.
6. 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.
The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 051143
8. 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.
9. Unless otherwise shown, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
10. The permittee grants permission to DENR staff to access the property during
normal business hours for the purposes of inspecting the stormwater facilities for
compliance.
11. Approved plans, application, supplements, and specifications for this project are
incorporated by reference and are enforceable parts of the permit.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times. At the time the permit is transferred to a new owner,
the permittee shall forward the approved plans to the new owner.
13. The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit modified and reissued this the 8th day of March, 2013.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Charles Wakild, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 051143
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 051143
SPEC - Leland
Stormwater Permit
Brunswick County
No. SW8 051143
Designer's Certification
Page 1 of 2
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 051143
Certification Requirements:
Page 2 of 2
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 project 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 wetland zone elevations are per the approved plan.
6. The wetland is located per the approved plans.
7. The outlet/bypass structure elevations are per the approved plan.
8. The outlet structure is located per the approved plans.
9. Trash rack is provided on the outlet/bypass structure.
10. All slopes have permanent vegetation.
11. Vegetated slopes are no steeper than 3:1.
12. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
13. The permitted amounts of wetland zone surface area and volume have
been provided.
14. Required drawdown devices are correctly sized and located per the
approved plans.
15. All required design depths are provided.
16. All required parts of the system are provided.
17. The required number of wetland plantings has been provided as per the
approved plan.
cc: NCDENR-DWQ Regional Office
Brunswick County Building Inspections
Page 8 of 8

DWQ USE ONLY
ate eceived
Fee Paid
Permit Number
Applicable Rules: Coastal SW —1995 ❑ Coastal SW — 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
2. Location of Project (street address):
111 & 113 Thomas Garst Lane
City:Leland County:Brunswick Zip:
3. Directions to project (from nearest major intersection):
Fron Wilmington, Exist 17S n Village Road turn right, make first right onto Thomas Garst Land and follow to
4. Latitude:34° 14' 02" N Longitude:77° 59' 35" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 051143 , its issue date (if known)lanuary 5, 2006 , and the status of
construction: ❑Not Started []Partially Completed* ® Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ❑Sedimentation/Erosion Control: _
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts
ac of Disturbed Area
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
;=cF-WE
NOV 2 6 2012
Form SWU-101 Version 07.lun2010 Page I of 6

•III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Ronald Saucier
Signing Official & Title:Ronald Saucier - Owner
b.Contact information for person listed in item In above:
Street Address:169 Vision Drive
City:Wilmington State:NC Zip:28405
Mailing Address (if applicable):
City: State: Zip:
Phone: I 1 Fax:
Email:
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
Phone: ( 1 Fax:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title:
b.Contact information for person listed in item 3a above:
Mailing
City:_
Phone:
4. Local jurisdiction for building permits:
Point of
Fax:
Phone #:
Zip:
NOV 262012
BY:
Form SWU-101 Version, 07Jun2010 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater Wetland
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit` Issued Date:�--
® Other: 5\J 'DQrw,�\ Date: 1 /5 O/ b
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 3.94 acres 5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:3.94 acres
Total project area shall be calculated to exclude the followingg: the normal goal of im ounded structures, the area
between the banks of streams and rivers, the area below the Nonnal High Water (Nline or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 24.6 %
9. How many drainage areas does the project have?2 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below44,., � LO 14: `
Basin Information .
Drain e Areal
Draina a Area 2
Draina e AreaZ
DrainafteArea
Receiving Stream Name
Brunswick River
Brunswick River
Stream Class *
SC
SC
Stream Index Number *
18-77
18-77
Total Drainage Area (sf)
51,768
119,858
I 1 footb
On -site Drainage Area (sf)
51,768
119,858
t
Off -site Drainage Area (sf)
IL,
Proposed Impervious Area*' s
G
70� a3 (o
% Impervious Area*` total
68.6
5.6
a y, la '/o
Impervious** Surface Area '
Drainage Area 1
Drainage Area _
Drainage Area
Drainage Area _
On -site Buildings/Lots (so
On -site Streets (so
On -site Parking (so
On -site Sidewalks (so
Other on -site (so
j (j 9 ' Ct
Future (so
j(J
Off -site (sf)
I L
Existing BUA*** (sf)
35,509
6,727
y a a
Total (so:
35,509
6,727
BY'
* Stream Class and Index Number can be determined at: luttp:/[portal.ncde)u•.orQfwebkog/ju/csu/clnssifications
" Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
'Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new B UA.
Form SWU-101 Version 07Jun2010 Page 3 of

11. How was the off -site impervious area listed above determined? Provide documentation.
Proiects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://12ortal.ncdenr.org/web/wq/ws/su/bm12-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms dots. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from ham://portal.ncdennorg/web/wq/ws/su/statesw/forms does.
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part Vll below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable. to NCDENR. (For an Express review, refer to
http://www.envhelp.org/12ages/onestol2exl2ress html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within'h mile of the site boundary, include the'fi
mile radius on the map.
7. Sealed, signed and dated calculations.
�— 11
N l?k
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
I. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measure
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineate CEIVE
qualified person. Provide documentation of qualifications and identify the persto who
made the determination on the plans. NOV 2 6 2012
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff cal ations.
o. Drainage areas delineated (included in the main set of plans, not as a separate d ent).
p. Vegetated buffers (where required).
Form SWU-101 Version 07Jun2010 Page 4 of 6

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 2226 Page No: 78 Ay
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
ht!p://www.secretary.state.nc.us/Corl2orations/CSearch.asl2x
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http:/ /portal.ncdenr.org/web/wq/ws/su/statesw/forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Garry S. Pape, P.E.
Consulting Firm: GSP Consulting, PLLC.
Mailing Address:6626 Gordon Road, Unit C
City:Wilmington
Phone: (910 ) 442-7870
Email:[e-mail]
State:NC Zip28411
Fax: (910 ) 799-6659
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
ECEIVE
NOV 262012
BY:
Form SWU-101 Version 07Jun2010 Page 5 of 6

rr i
,..
a:

X. APPLICANT'S CERTIFICATION
I; (print or type name of person listed in Contact Information, item In) 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 the
applicable stormwater ru17 nder 1r 2H .1000, SL 2006-246 (Ph. 11- Post Construction) orr-SSL 2008-21I.
Signature:-Je='� - �� Date: I1 II JI O(
I, LI SLl , n he U a N�-7�W Saotary,, Public for the^, State of Now-w) A-6 Countyof
h
NPt � OJQJ do hereby certify that kA6 el^ personally appeared
before me this 15k day of t\b��, �l andAcknowledge the due execk,4n of the application for
a stormwater permit. Witness my hand and official seal,
;;7rflttr6
d
SEAL
My commission expires Cow �plol
ECEIVE
NOV 2 6 2012
Form SWU-101 Version 07Jun2010 Page 7 of

GSP CONSULTING
LETTER OF TRANSMIT AL
6626 Gordon Road, Unit C
WILMINGTON, NORTH CAROLINA, 28411
[phone]
FAX [phone]
To: Christine Nelson
INC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
DATE 02/15/13
JOB NO. 2012-0018
1
ATTENTION Christine Nelson
PHONEY
RE: SPEC - Leland
SW8 o51143
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
® Fee Check ® 0&M Agreements ® Plans ® Calculations
❑ ❑ . ® BMP Supplements❑
the following items:
® Permit Applications
COPIES
DESCRIPTION
2
Revised Sets of plans
1
Revised Stormwater Narrative & Calculations
1
Revised Stormwater Wetland Supplement
1
Revised Page 3 of Stormwater Permit Application
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.
❑ Resubmit copies for approval
[]Submit _copies for distribution
❑ Return _ corrected prints
COPYTO: File SIGNED: - Garry S.Pape, P.E.
ff enclosures are notes noted, kindfynotify us at once.

SPEC DAYCARE - LELAND
STORMWATER NARRATIVE & CALCULATIONS
February 15, 2013
S
;a SEAL r:
031315 ;
%
F4 ', ��C•. GINE.Q��
0f?
GSP CONSULTING, PLLC.
6626 Gordon Road, Unit C
Wilmington, North Carolina 28411
[phone]
�in,r}
FEB 15 2013
BY:__�_

STORMWATER NARRATIVE
SPEC DAYCARE - LELAND
LELAND,NC
SITE DESCRIPTION
This + 3.94 acre site is located at the end of Thomas Garst Lane in the Town of Leland. This
project consisted of clearing, grading, and installation of infrastructure for a proposed 12,100 SF
Daycare Facility. The disturbed area for this project is +/- 3.5 acres and the total amount of
impervious area compared with the total project boundary is 24.6%. The erosion control plan
identifies the appropriate measures to be implemented for erosion control purposes during
construction of the infrastructure associated with this development.
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 DESIGN
The primary stormwater measure for this project is a proposed Stormwater Wetland located at
the front of the property. The stormwater will be conveyed via overland sheet flow and closed
conduit system to the proposed stormwater wetland that is designed to treat the first 1.5" of
rainfall. The stormwater from this site discharges to the Brunswick River, Classification SC. A
SH WT determination was performed by ECS Limited on September 25, 2012 and the SH WT
depth at the proposed stormwater wetland was determined to be 14". The ECS Report is
attached.

I

EROSION CONTROL PLAN FOR
SPEC DAYCARE - LELAND
Area to be disturbed: +/- 3.5 acres
This + 3.94 acre site is located at the end of Thomas Garst Lane in the Town of Leland.
This project consisted of clearing, grading, and installation of infrastructure for a
proposed 12,100 SF Daycare Facility. The disturbed area for this project is +/- 3.5 acres
and the total amount of impervious area compared with the total project boundary is
24.6%. The primary stormwater measure for this project is a proposed Stormwater
Wetland located at the front of the property. The stormwater will be conveyed via
overland sheet flow and closed conduit system to the proposed stormwater wetland that is
designed to treat the first 1.5" of rainfall. The stormwater from this site discharges to the
Brunswick River, Classification SC.
EROSION CONTROL MEASURES: This project will primarily control erosion with the
use of a temporary construction entrance, outlet protection at the ends of culverts,
temporary silt fence surrounding the site and a sediment basin.
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 15 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, 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. All other areas to be stabilized within 15 working days of cease of any phase of
activity.
PLACEMENT OF SEDIMENT CONTROL DEVICES: All devices (temporary
diversions, 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

0

inactive disturbed ground area to remain denuded more than 15 working days shall be
temporarily seeded in accordance with the temporary seeding schedule as noted on the
plans. All slopes to be stabilized within 21 calendar days.

SEQUENCE OF CONSTRUCTION
1. Install temporary construction entrance as shown on erosion & sediment control plan.
2. Install perimeter controls (sediment basin, silt fence, tree protection fencing, etc.) as
shown on the erosion & sediment control plan. This step needs to be completed prior to
upslope land disturbing activities.
3. Once perimeter controls and sediment trapping measures are installed clear and grub
site within limits of disturbance.
4. Upon bringing the site to rough grade, stabilize all areas with temporary vegetation if
left undisturbed for 15 working days and all slopes within 21 calendar days.
5. Upon bringing the parking area to subgrade elevations, stabilize the areas by placing
stone base as early as possible.
6. For temporary vegetative stabilization of all denuded areas see note referencing the
erosion control program and specifications.
7. After construction operations have ended and all disturbed areas have stabilized,
mechanical sediment controls shall be removed. Sediment from temporary sediment
trapping devices shall be disposed of by spreading on the site or hauling away if not
suitable for ,fill. All denuded areas are to be permanently stabilized with permanent
vegetation.
8. Prior to using the sediment basin as an stormwater wetland it shall be mucked out.

Drainage Area
SW WETLAND
Drainage Area 51,768 sf
Drainage Area 1.19 ac
Impervious Area Calculation
Buildings
. 12,107 sf
Parking
20,922
Concrete
2.480
Total
35,609 sf
Total
0.82 ac
% Impervious
68.6%
Volume/Storage Calculation
Design Storm (P)
Schueler Method Runoff Coeff (RV)
Required Volume (Vreq)
1.5 in
0.67 RV = %IMP'0.009+0.05
4,318 cf Vreq = (P/12)'RV'DA

---� _ SW WETLAND
CONTOUR INCR ACCUM
CONTOUR 'AREA VOL VOL
[sq ft] [cu ft] [cu ft]
10.5
11.0
12.0
1.5" STORAGE
CONTOUR
1755 0 0
2446 1,050 1,050
3730 3,088 4,138
CONTOUR INCR ACCUM
AREA VOL VOL
[sq ft] [cu ft] [cu ft]
12.0 3730 0 0
13.0 5155 4,443 4,443

POND RELEASE TIME FOR CONTROL PIPE:
POND RELEASE TIME FOR CONTROL PIPE:
STORAGE
ORIFICE
STORAGE
OUTFLOW
RELEASE
ELEVATION
ELEVATION
VOLUME
RATE
TIME
(FT)
(F7)
(CF)
(CFS)
(HOURS)
13.00
12.00
4,443
0.024
52.1
TOTAL HOURS 52.1
DAYS 2.2
CONTROL PIPE: 1.25 INCH ORIFICE HOLE
USED ORIFICE EQUATION TO DETERMINE OUTFLOW RATE
Q = Cd*A*(2gh)^1/2

ECS CAROLINAS, LLP
.:-.-- . Geotechnical
';Setting the Standard for Servk
Construction Moterials • Environmental Facilities -u" `",�t'� , ,F-
September 28, 2012
Mr. Garry Pape, P.E.
GSP Consulting, PLLC
6626 Gordon Road, Unit C
Wilmington, North Carolina 28411
Reference: Report of Infiltration Testing
SPEC Leland
Leland, Brunswick County, North Carolina
ECS Project No. 22.18146
Dear Mr. Pape:
ECS Carolinas, LLP (ECS) recently conducted an estimation of the Seasonal High Water Table
(SHWT) for the proposed stormwater best management practice (BMP) area at the proposed
SPEC Daycare Facility in Leland, Brunswick County, North Carolina. This letter, with
attachments, is the report of our estimation.
Field Testing
On September 25, 2012, ECS met with Mr. Garry Pape with GSP Consulting in order to locate
the requested boring location. ECS then conducted an exploration of the subsurface soil and
groundwater conditions at one requested location shown on the attached Boring Location Plan
(Figure 1). The purpose of this exploration was to estimate the SHWT of the in place soils for
the design of for the proposed stormwater BMP area. ECS explored the subsurface soil and
groundwater conditions by advancing one hand auger boring into the existing ground surface at
the requested boring location. ECS visually classified the subsurface soils and obtained
representative samples of each soil type encountered. ECS recorded the SHWT and
groundwater level observed at the time of each hand auger boring. The attached SHWT sheet
provides a summary of the subsurface conditions encountered at each hand auger boring
location.
The groundwater level and the SHWT were estimated at each boring location below the existing
grade elevation. Below is a summary of each boring location.
Location
Water Level
SHWT
1
48 inches
14 inches
The SHWT may vary within the proposed site due to changes in subsurface conditions and
elevation.
� ild�- i r)eis�in�5 r'@I �' Suite 201,'N4111ington, NC28411 . T: r0. 86..f11 F:91F r�b6 �9u!3fi • 'snvweo Hr7ii.am,
..,pdh'<r.,x,KJ_',':k�,..:,m., u..Ll.r•bCSC,:rnc.. I>1..., F.C3tc �.4; .,..:•FCt., .. NM •k ',..' .:C6

Report of SHWT Estimation
SPEC Leland '
Leland, Brunswick County, North Carolina
ECS Project No. 22,18146
September 28, 2012
Closure
The activities and evaluative approaches used in this assessment are consistent with those
normally employed in assessments of this type. Our testing of site conditions has been based on
our understanding of the project information and the data obtained during our field activities.
ECS appreciates the opportunity to provide our services to you on this project. If you have any
questions concerning this report or this project, please contact us at [phone].
Respectfully,
ECS CAROLINAS, LLP
K. Brooks Wall
Project Geologist
Attachments: Boring Location Plan
SHWT sheet
2
Kris J. Stamm
Principal

SPEC Leland
Leland, NC
ECS Project R 18146
September 25, 2012
KBW
/
/
\
a APPROXIMATE BORING LOCATION
Figure 1— Test Location Plan
Provided by: GSP Consulting,
PLLC

Season High Water Table Estimation
SPEC Leland
Leland, Brunswick Co., North Carolina
ECS Project No. 22.18146
September 25, 2012
Location Depth
1 0-14"
14"-48"
48"-60"
Soil Description
Gray/tan sandy silty CLAY
Brown silty SAND (hardpan)
Tan/orange sandy CLAY
Seasonal High Water Table was estimated to be at 14 inches below the
existing grade elevation.
Groundwater was encountered at 48 inches below the existing grade
elevation.

1 Nelson, Christine
From: Nelson, Christine
Sent: Monday, February 11, 2013 2:02 PM
To: 'Garry Pape'
Subject: RE: SPEC - Leland SW8 051143
You got it. Thanks.
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Garry Pape rmailto:gpape(aciso-consultina.com]
Sent: Monday, February 11, 2013 8:56 AM
To: Nelson, Christine
Subject: RE: SPEC - Leland SW8 051143
Ok, I will then officially request a 1 week extension and will have revisions submitted to you no later than 2/18/2013.
Thanks. - Garry
From: Nelson, Christine rmailto:christine.nelsonCabncdenr.cI
Sent: Monday, February 11, 2013 8:51 AM
To: Garry Pape
Subject: RE: SPEC - Leland SW8 051143
Gary,
It's not too late to request an extension. I just need a specific date that you would like to extend to (no later than 2
additional weeks). lust to warn you, any additional time taken will reduce the amount of time that can be given if a
second request for additional information is necessary.
Just let me know what new due date you would like to have.
Thanks,
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Garry Pape rmailto:aoaoe(o)gsp-consulting.com]
Sent: Monday, February 11, 2013 7:57 AM
To: Nelson, Christine
Subject: RE: SPEC - Leland SW8 051143
Christine,
Is it too late to request an extension for this project. Apparently it is due back today but I thought it was due tomorrow.
If I can get an extension I can have something to you by the end of the week. Thanks. - Garry
From: Nelson, Christinermailto:christine.nelsonCalncdenr.gov]
Sent: Monday, February 04, 2013 8:49 AM
To: Garry Pape
Subject: RE: SPEC - Leland SW8 051143
Gary,

,41 1 am extremely busy this week and unfortunately do not have time for another meeting. If you have questions, can you
please email them to me (preferred) or call me to ask them?
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Garry Pape rmailto:gpapeCalgsp-consulting.com]
Sent: Sunday, February 03, 2013 3:32 PM
To: Nelson, Christine
Subject: SPEC - Leland SW8 051143
Christine,
I've been going over your comments for the above referenced project. I think it might be beneficial if we could sit down
and go over the comments to make sure everything is in order. Let me know when you have some time available for me
to come by. Mornings would work best for me. Thanks and I look forward to hearing from you. - Garry
GarryS. Pape, P.E.
GSP CONSULTING, PLLC
6626 Gordon Road
Unit C
Wilmington, North Carolina 28411
Mobile: [phone]
Fax: [phone]
[e-mail] com

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E.
Governor . Director
January 11, 2013
Mr. Ronald Saucier
169 Vision Drive
Wilmington, NC 28405
Subject: Request for Additional Information
Stormwater Project No. SW8 051143
SPEC - Leland
Pender County
Dear Mr. Saucier:
John E. Skvada, III
Secretary
The Wilmington Regional Office received and accepted a modified State Stormwater
Management Permit Application for SPEC - Leland on November 26, 2012. A preliminary in-
depth review of that information has determined that the application is not complete. The
following information is needed to continue the stormwater review:
I� The drainage area and impervious area listed in Section IV.10 of the application is not
consistent with the impervious area listed in the wetland supplement. Section IV.10 of
the application should have 1 drainage area for the proposed wetland and if any other
impervious areas remain outside this drainage area, a second drainage area for the
remainder of the property.
V 2. Please confirm the total surface area of the wetland and provide additional details in the
calculations to support the surface areas of the various wetland zones. The total
wetland surface area is considered to include the deep pools, shallow water, and
shallow land at the temporary pool elevation, currently set at 13 ft. According to the
calculations, the surface area at an elevation of 13 ft is 5,155 ftZ; however the
supplement reports the wetland surface area as being 4,510 ft2. Once the surface areas
have been confirmed, the provided volume is based on the surface area at the
permanent pool elevation (currently 12 ft), which according to the calculations is 3,775
ftZ, and the surface area at the temporary pool elevation (13 ft).
�3 ' Please increase the number of plants to be provided in the shallow water area to meet
the 50 plants per 200 ftZ area. With the shallow water area being 1883 ft2, a minimum
number of 471 plants will be necessary. (1883 ftZ / 200 ftZ * 50 = 471 plants)
4. Please provide additional grading details, including contours and/or spot elevations, in
order to support the drainage area delineation. Additionally, please include the roof
drain collection lines or include a note on the plans indicating that all roof runoff will be
directed to the stormwater collection system.
5. Please confirm the information presented in the cross-section table on sheet C-5. The
information presented in this table is not consistent with the information presented in the
supplement and calculations. For instance, the Shallow Water Elevation is listed as 11.0
ft on C-5, but is shown as 11.5 in the supplement.
Please remember that a change to one number may have a domino effect on other numbers.
Please check all plans, calculations and forms to ensure that the numbers are consistent
throughout.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX, 910-350-20041 DENR Assistance: 1-871-623-6748 NO(thCarolina
Internet: vnvrv.ncwaterqualiry.org aNahma ly

Ronald Saucier
January 11, 2013
Stormwater Application No. SW8 051143
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to February 11, 2013, or the
application will be returned as incomplete. The return of a project will necessitate resubmission
of all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for a
time extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you,expect to submit the required information. The
Division is allowed 90 days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A. .
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable. If
you have any questions concerning this matter please feel free to call me at [phone] or
email me at [e-mail].
Sincerely, rn �, -
Christine Nelson
Environmental Engineer
GDS/can: S:\WQS\Stormwater\Permits & Projects\2005\051143 HD\2013 01 addinfo 051143
cc: Garry Pape, GSP Consutling, PPLC
Wilmington Regional Office Stormwater File
Page 2 of 2

Completeness Review Checklist
Project Name: Received Date: Ob d rN d2-� I I
Project Location: J .� �� Accepted Date:
Rule(s) 112008 Coastal 1995 Coastal11 Phase II (WiRO) Universal El1988 Coastal
Type of Permit: New or od or PR Existing Permit (Mod r PR): p Sl ILa 3 OPE Cert on File?
Density: HD or LD I Type: Commercial or Residential —]NCG:
%: ... JLJ(%DO) I StreamClass:
Subdivided?: Subdivision or Single Lot
Map ) ( iOffsite to SW8
Paperwork Emailed Engineer on:
F-1Supplement(s) (1 original per BMP) BMP Type(s):
F-10&M with correct/original signatures (1 original per 8MP except LS/VFS and swoles)
ilication with correct/original signatures
Corp or LLC: Sig. Auth. per SoS or letter
(within 6mo)
(Soils Report with SHWT
Calculations (signed/sealed)
MNo obvious errors
includes common areas, etc
Deed Restrictions, if subdivided:
& Notarized
Plans
m
Note to Reviewer:
- ly�i qeSP0 rIf5 F
(u 1, �5fnsES N00
2 Sets Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading Wetlands: Delineated or No Wetlands
Vicinity Map Layout (proposed BUA dimensions)
Legend �DA MapsProject Boundaries
Itration
(Soils Report
m:
Additional Information:
Permitted
Wet Pond
Soils Report
�SHWT:
PP:
Proposed:_ _
Offsite
PE Cert for Master
Deed Rest for Master
BUA Permitted (Master):
BUA Proposed (Offsite):
Lot #:
Lot # Matches Master
sf
sf
Proposed: Proposed:_
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

GSP COWSU.L.TIPdG
6626 Gordon Road, Unit C
WILMINGTON, NORTH CAROLINA, 28411
[phone]
FAX [phone]
To: Christine Nelson
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 284o5
WE ARE SENDING YOU
® Fee Check
LETTER 00H° ° MMAL
DATE 11./26/12 ioallo. 2012-0018
ATTENTION Christine Nelson
PHONE #
RE: SPEC - Leland
SW8 o51143
❑ Attached ❑ Under separate cover via
® 0&M Agreements ® Plans EXI Calculations
❑ ❑C BMP Supplements❑
the following items:
® Permit Applications
COPIES
DESCRIPTION
2
_
Sets of plans & Stormwater Narrative & Calculations
1
Stormwater Wetland Supplement
1
Stormwater Permit Application w/ $5o5 Permitting Fee
1
Stormwater Wetland Qp=ration and Maintenance Agreement
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 ❑
❑ FORBIDS DUE
Resubmit copies for approval
❑Submit _copies for distribution
❑ Return corrected prints
20 ❑ PRINTS RETURNED AFTER LOAN TO US
COPYTO: File SIGNED: - Garry S. Pape, P.E.
ffenclasures are not as noted, k1rdly notifyus at once.

fill

Nelson, Christine
From: Nelson, Christine
Sent: Monday, September 17, 2012 2:02 PM
To: 'Lisa Winchell'
Subject: RE: Revised plan of Action
Lisa,
Thanks for clarifying the date. This e-mail correspondence is good enough. No need to
bother him to re-sign it.
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records
Law and may be disclosed to third parties unless the content is exempt by statute or other
regulation.
-----Original Message -----
From: Lisa Winchell [mailto:lisa(@speckids.com]
Sent: Monday, September 17, 2012 1:53 PM
To: Nelson, Christine
Subject: RE: Revised plan of Action
Christine,
Yes it was a typo, it should be the week of 09/24/12. Ron is out of the office for the rest
of the day but I will get him to sign it tomorrow when he comes back in and resend it to you.
THanks
Lisa
-----Original Message -----
From: Nelson, Christine[mailto:christine.nelson(0ncdenr.eov]
Sent: Monday, September 17, 2012 1:31 PM
To: Lisa Winchell
Subject: RE: Revised plan of Action
Lisa,
That looks better. I am going to assume that the date given for item 3 is a typo and that
this item will likely happen between 9/17 and 9/24.
Can you please confirm?
Thanks!
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records
Law and may be disclosed to third parties unless the content is exempt by statute or other
regulation.
-----Original Message -----
From: Lisa Winchell [mailto:lisa(dspeckids.com]
Sent: Monday, September 17, 2012 10:45 AM
To: Nelson, Christine
Subject: Revised plan of Action
Christine,
Here is our revised plan of action. Please let me know if we need to make additional changes.
Thanks
Lisa Winchell
1

'Nelson, Christine
From: Lisa Winchell [[e-mail]]
Sent: Thursday, September 06, 2012 3:06 PM
To: Nelson, Christine
Subject: RE: Plan of Action for Leland SPEC
Christine,
No problem I will work on this plan of action and get more specifics for you and will
resubmit shortly.
THanks,
Lisa Winchell
-----Original Message -----
From: Nelson, Christine[mailto:christine.nelson(@ncdenr.gov]
Sent: Thursday, September 06, 2012 3:01 PM
To: Lisa Winchell
Subject: RE: Plan of Action for Leland SPEC
Lisa,
This is a good start. A plan of action is similar to a schedule that considers everything
necessary to bring this site into compliance - from
the start through to construction. I will need more specifics such as
the deadlines for each step. Please add some dates and expand it a bit at the end.
Once a specific plan of action is developed, I will need to be kept up to date on the
progress and be informed of any changes to the plan of action. If more time is needed as
things progress, a new Plan of Action can be submitted.
Thanks,
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records
Law and may be disclosed to third parties unless the content is exempt by statute or other
regulation.
-----Original Message -----
From: Lisa Winchell [mailto:lisatlaspeckids.com]
Sent: Thursday, September 06, 2012 1:48 PM
To: Nelson, Christine
Subject: Plan of Action for Leland SPEC
Christine,
Here is our plan of Action for our location in Leland. Please let me know if you need
additional information. Thanks for meeting with us yesterday and helping us understand our
options.
Thanks
Lisa Winchell
-----Original Message -----
From: Lisa Winchell [mailto:lisa(dspeckids.com]
Sent: Thursday, September 06, 2012 1:40 PM
To: Lisa Winchell
Subject:
This E-mail was sent from "RNPDDC50C" (Aficio MP C3500).

i
1,
SPEC
165 Vision Drive
Wilmington, NC 28403
Phone:[phone] Fax:[phone]
September 14, 2012
NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn: Christine Nelson
Subject: NOD-2012-PC-0148
SPEC -Leland
Plan of Action Notice
Dear Christine Nelson
The following is our Plan of Action for our Leland site to get the site in compliance with
the terms and conditions of the permit:
1. A surveyor (Atlantic Coast Survey) will as -built the existing storm inlets on site
and topo the area between the retaining wall and wetlands. Week of 9/10
2. A Seasonal High Water Table (SHWT) Determination will be done by a qualified
professional (ECS). Week of 9/17
3. If the SHWT Determination indicates that it is possible to use an infiltration
system for the site an infiltration test will be conducted. Week of 9/10
4. This information will be analyzed by GSP Consulting to detennine size and shape
of infiltration system and plans and permit applications will be submitted to
DWQ. Period from 9/24 to 10/08
5. If SHWT determination indicates that infiltration is not possible a constructed
wetland will be sized to handle the runoff from the parking lot and plans and
permit applications will be submitted to DWQ. Period from 9/24 to 10/23
6. Plans review by DWQ, comments addressed, permit acquired. Period from 10/23
to 01/23
7. Bidding process for contractors Period 01/23 to 02/23
8. Construction Period 02/23 to 05101
9. Project complete 05101
Sincerely,
Gr�
Ronald Saucier

Nelson, Christine
From: Lisa Winchell [[e-mail])
Sent: Tuesday, September 04, 2012 8:46 AM
To: Nelson, Christine
Subject: RE: Notice of Deficiency
Christine,
I was wondering if we can meet tomorrow, Wednesday to discuss our options. I am available anytime, so please let me
know what time works best for you.
THanks
Lisa
From: Nelson, Christine [mailto:[e-mail]]
Sent: Friday, August 31, 2012 9:46 AM
To: Garry Pape
Cc: Lisa Winchell
Subject: RE: Notice of Deficiency
Garry,
The first option you proposed does not meet the requirements of a low density project. If that pipe is to remain, the
permit would have to be modified to make it a high density project and provide BMPs that meet the 85%TSS removal
rate.
Lisa,
If you wish to meet to discuss the options, we can meet at my office either Tues, Weds, or Fri next week. Please let me
know if any of these days would work for you.
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Low
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Garry Pape (mailto:gpaoe(agso-consulting.com]
Sent: Tuesday, August 28, 2012 2:45 PM
To: Nelson, Christine
Cc: Lisa Winchell (lisaAsoeckids.com)
Subject: RE: Notice of Deficiency
The only other thing is if DWQ would accept the site the way it is in that the inlet discharges to a swale (don't know the
length of said swale) that flows into a dry detention basin. Other than that the only thing that could be done is to
repave the parking lot to sheet flow the runoff over the retaining wall then through the swales.
From: Nelson, Christine fmailto:christine.nelson(cbncdenr.gov]
Sent: Tuesday, August 21, 2012 1:37 PM
To: Garry Pape
Cc: Lisa Winchell (lisa(&speckids.com)
Subject: RE: Notice of Deficiency
Gary,
That is certainly one way of handling it. The goal is for the site to either meet approved plans and thus meet the
requirements for a low density development or modify the site, permit, and approved plans to meet the rules.

S' o
�a
C-6�5

Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Garry Pape [mailto:gpape&gsp-consulting.coml
Sent: Tuesday, August 21, 2012 1:05 PM
To: Nelson, Christine
Cc: Lisa Winchell (lisa(&soeckids.com)
Subject: RE: Notice of Deficiency
Christine,
Any update on this?
From: Garry Pape
Sent: Thursday, August 16, 2012 10:02 AM
To: 'Nelson, Christine'
Cc: Lisa Winchell (lisa(alspeckids.com)
Subject: RE: Notice of Deficiency
Christine,
Here is the current situation. Right now the stormwater is collected in the parking lot by and inlet that discharges the
stormwater through the retaining wall into a swale that directed the water to a dry detention area. The only corrective
action I could see to do would be to remove the inlet and storm pipe and to repave the parking lot so that the
stormwater sheet flows to the edges of the parking area where it flows over the retaining wall and then through the
grassed swales to the dry detention area. I welcome your thoughts on the situation. Thanks. — Garry
GarryS. Pape, P.E.
GSP CONSULTING, PLLC
6626 Gordon Road
Unit C
Wilmington, North Carolina 28411
Mobile: [phone]
Fax:[phone]
[e-mail]
From: Nelson, Christine fmailto:christine.nelson(alncdenr.govl
Sent: Friday, August 10, 2012 9:16 AM
To: Garry Pape
Cc: Lisa Winchell (lisa(aspeckids.com)
Subject: RE: Notice of Deficiency
Garry,
When you get your head wrapped around it, can you provide a general timeframe briefly listing the actions that will be
taken to resolve the issues? Getting it resolved as soon as possible could take a week or a couple months. It would just
be helpful if we are all on the same page and timeline. The deadline for the plan of action is August 22, but if you need a
little more time let me know.
Thanks!
Christine

Christine Nelson
Environmental Engineer
State Stormwater Program
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Phone:[phone]
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Scott, Georgette
Sent: Friday, August 10, 2012 8:55 AM
To: Garry Pape
Cc: Lisa Winchell (lisa6fteckids.com); Nelson, Christine
Subject: RE: Notice of Deficiency
Importance: High
That is very good news. Please send your responses to our point of contact for this, Christine Nelson.
Georgette Scott
Stormwalcr Program Supervisor
Slate Stormwater Program
NC Division of Watcr Quality
127 Cardinal Drive Ext.
Wilminl,4on, NC 2840.5
Phone [phone]
Fatx [phone]
F mail con'espondence to and from this address may Ix subject to the North Caroliru H(blic Records raw and may he disclosed to third panics.
From: Garry Pape rmailto:gpapeCabgsp-consulting.coml
Sent: Friday, August 10, 2012 7:47 AM
To: Scott, Georgette
Cc: Lisa Winchell (lisa(aspeckids.com)
Subject: FW: Notice of Deficiency
Georgette,
I just wanted to inform you that I am working with the permit holder for Stormwater Permit SW8 051143 to resolve the
non-compliance issues at this site. We will attempt to get everything resolved as soon as possible. Thank you. - Garry
GarryS. Pape, P.E.
GSP CONSULTING, PLLC
6626 Gordon Road
Unit C
Wilmington, North Carolina 28411
Mobile: [phone]
Fax:[phone]
gpapeAgsp-consulting com

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STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 Q5l I {3
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2oibo308
YYYYMMDD

PA
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E.
Governor Director
March 8,2013
Mr. Ronald Saucier, Owner
169 Vision Drive
Wilmington, NC 28405
Subject: State Stormwater Management Permit No. SW8 051143
SPEC - Leland
Overall Low Density Development with an Area of High Density
Brunswick County
Dear Mr. Saucier:
John E. Skvarla, III
Secretary
The Wilmington Regional Office received a complete modified Stormwater Management Permit
Application for SPEC - Leland on February 15, 2013. 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 March 8,2013, for the construction, operation and maintenance of the BMP's and the
built -upon areas associated with the subject project.
This permit shall be effective from the date of issuance until March 8, 2021, and shall be subject
to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s),
recordation of deed restrictions, procedures for changes of ownership, and transferring the
permit. Failure to establish an adequate system for operation and maintenance of the
stormwater management system, to record deed restrictions, or to transfer the permit, will result
in future compliance problems.
The following modifications are included and covered by this permit:
The addition of a constructed wetland to treat the area of high density created by the
construction of a piped collection system.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing by filing a written petition with the Office of
Administrative Hearings (OAH). The written petition must conform to Chapter 150E of the North
Carolina General Statutes, and must be filed with the OAH within thirty (30) days of receipt of
this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee
is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC
27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com.
Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Christine Nelson at [phone].
Sincerely,
-For Charles Wakild, P.E., Director
Division of Water Quality
GDS/can: S:\WQS\Stormwater\Permits & Projects\2005\051143 HD\2013 03 permit 051143
cc: Garry Pape, GSP Consulting
Brunswick County Inspections
Brunswick County Engineering
Wilmington Regional Office
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone. [phone] FAX [phone] DENR Assistance: 1-877-623-6748
Internet: w .ncwatemuality.org
A� I —A n­a,,. W � nff„m fi P mr�„
NorthCarolina

State Stormwater Management Systems
Permit No. SW8 051143
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
OVERALL LOW DENSITY DEVELOPMENT
WITH AN AREA OF HIGH DENSITY
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
111 & 113 Thomas Garst Lane, Leland, Brunswick County
FOR THE
construction, operation and maintenance of an overall 30% low density development
with one (1) constructed wetland to treat the higher density areas, in compliance with
the provisions of Title 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 March 8, 2021 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 permit covers the construction of a total of 42,236 square feet of built -upon
area (BUA), which includes 35,509 square feet of BUA within the drainage area
of the constructed wetland and 6,727 square feet of BUA within the remaining
low density area.
3. The overall tract built -upon area percentage for the project must be maintained at
no more than 30% per the requirements of Section .1005 of the stormwater rules.
4. The stormwater system proposed to treat the runoff generated by the designated
high density area has been approved for the management of stormwater runoff
as described in Section 1.10 on page 3 of this permit.
5. The low density portions of this project will maintain a minimum 30 foot wide
vegetated buffer between all impervious areas and surface waters.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 051143
Within the low density portions of the permitted project, all roof drains shall
terminate at least 30 feet from the mean high water mark of surface waters.
Within the low density portions of the permitted project, 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 as
shown on the approved plan.
Within the low density portions of this permitted project, no piping is allowed
except that minimum amount necessary to direct runoff beneath an impervious
surface such as a road or to provide access.
The runoff from all built -upon area within the drainage area of the permitted high
density stormwater system must be directed into the permitted stormwater
control system.
10. The following design elements have been approved for this constructed wetlands
stormwater facility, and must be provided in the system at all times:
DA
a.
Drainage Area, acres:
Onsite, ftz:
Offsite, ftZ:
1.19
51,768
0
b.
Total Impervious Surfaces, ft :
Onsite, ft2:
Offsite, ftZ:
35,509
35,509
0
c.
Plant Depth, feet:
1.0
d.
TSS removal eff., %:
85
e.
Design Storm, inches:
1.5
f.
Permanent Pool Elevation, FMSL:
12.0
q.
Permitted Wetland Surface Area, :
5,155
h.
Shallow Land Area, ft :
1,565
i.
Shallow Water Area, :
2,165
.
Deep Pool Area, ff :
1,425
k.
Permitted Temporary Storage Volume, ft :
4,443
I.
Temporary Storage Elevation, FMSL:
13.0
m.Controllin Orifice 0":
1.25
n.
Number of Plantings
Shallow Water - Herbaceous:
Shallow Land - Herbaceous / Shrubs / Trees:
541
89 / 37 / 5
o.
Receiving Stream / River Basin:
Brunswick River / Cape Fear
p.
Stream Index Number:
18-77
q.
Classification of Water Body:
SC
II. SCHEDULE OF COMPLIANCE
The permittee shall not allow any person, including the permittee, to alter any
part of the approved stormwater management system or fill in, alter, or pipe any
of the vegetated conveyances shown on the approved plans, except for minimum
driveway crossings, unless and until the permittee shall have submitted a
modification to the permit and received approval from the Division of Water
Quality.
2. The permittee is responsible for monitoring the project on a routine basis and
verifying that the proposed built -upon area does not exceed the maximum
allowed by this permit.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 051143
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. 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.
5. 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.
d. Redesign or addition to the approved amount of built -upon area.
e. Further development, subdivision, acquisition, or sale of the project area,
in whole or in part. The project area is defined as all property owned by
the permittee, for which Sedimentation and Erosion Control Plan approval
or a CAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
g. Construction of any designated future development areas.
6. The Director may determine that other revisions to the project should require a
modification to the permit.
7. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
must be recorded showing all such required easements, in accordance with the
approved plans.
8. During'construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately. 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.
9. 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.
10. 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.
11. The permittee shall at all times provide and perform the necessary operation and
maintenance procedures as specified in the signed Operation and Maintenance
Agreement, such that the permitted stormwater management system functions
as designed and permitted.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 051143
12. Records of maintenance activities must be kept by the permittee 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.
13. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
14. Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity 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. At least 30 days prior to an ownership
change, or a name change of the permittee or of the project, or a mailing address
change; the permittee shall submit a completed and signed Name/Ownership
Change form to the Division of Water Quality accompanied by appropriate
documentation as listed on the form. The approval of this request will be
considered on its merits, and may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
Neither the sale of the project, in whole or in part, nor the transfer of common
area to a third party, shall be considered an approved permit transfer.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
and obtaining any and all permits or approvals as required by any statutes, rules,
regulations, or ordinances, which may be imposed by any other Local, State or
Federal government agency having jurisdiction. Any activities undertaken at this
site prior to receipt of the necessary permits or approvals to do so is considered
a violation of NCGS 143-215.1, and subject to enforcement procedures pursuant
to NCGS 143-215.6.
5. Any person or entity found to be in noncompliance with the provisions of this
stormwater permit or the requirements of the stormwater rules under 15A NCAC
02H.1000 as amended under Session Law 2008-211, is subject to enforcement
procedures as set forth in N.C.G.S. 143, Article 21.
6. 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.
The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 051143
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.
Unless otherwise shown, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
10. The permittee grants permission to DENR staff to access the property during
normal business hours for the purposes of inspecting the stormwater facilities for
compliance.
11. Approved plans, application, supplements, and specifications for this project are
incorporated by reference and are enforceable parts of the permit.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times. At the time the permit is transferred to a new owner,
the permittee shall forward the approved plans to the new owner.
13. The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit modified and reissued this the 8th day of March, 2013.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Charles Wakild, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 051143
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 051143
SPEC - Leland Page 1 of 2
Stormwater Permit No. SW8 051143
Brunswick County
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 project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 051143
Certification Requirements:
Page 2 of 2
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 project 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 wetland zone elevations are per the approved plan.
6. The wetland is located per the approved plans.
7. The outlet/bypass structure elevations are per the approved plan.
8. The outlet structure is located per the approved plans.
9. Trash rack is provided on the outlet/bypass structure.
10. All slopes have permanent vegetation.
11. Vegetated slopes are no steeper than 3:1.
12. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
13. The permitted amounts of wetland zone surface area and volume have
been provided.
14. Required drawdown devices are correctly sized and located per the
approved plans.
15. All required design depths are provided.
16. All required parts of the system are provided.
17. The required number of wetland plantings has been provided as per the
approved plan.
cc: NCDENR-DWQ Regional Office
Brunswick County Building Inspections
Page 8 of 8

.,.- _..-,'DWQUSE ONLY -
ate Peceived
Fee Paid
Permit Number
=W
Applicab e R es: Coastal SW —1995 ❑ Coastal SW — 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
2. Location of Project (street address):
111 & 113 Thomas Garst Lane
City:
County:Brunswick Zi
3. Directions to project (from nearest major intersection):
Fron Wilmington, Exist 17S @ Village Road turn right, make first right onto Thomas Garst Land and follow to
4. Latitude:34° 14' 02" N Longitude:77° 59' 35" W of the main entrance to the project.
II. PERMIT INFORMATION
1. a. Specify whether project is (check one): ❑New ®Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 051143 , its issue date (if known)lanuary 5, 2006 , and the status of
construction: ❑Not Started ❑Partially Completed* ® Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state Stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major
❑Sedimentation/Erosion Control:
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts
ac of Disturbed Area
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
NOV 2 6 2012
Form SWU-101 Version 07Jun2010 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the proiect):
Applicant/Organization: Ronald Saucier
Signing Official & Title:Ronald Saucier - Owner
b.Contact information for person listed in item la above:
Street Address:169 Vision Drive
City:Wilmington State:NC Zip:28405
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax: ( 1
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City: State
Mailing Address (if applicable):
City: State
Phone: ) Fax:
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
Phone:
4. Local jurisdiction for building permits:
State: Zip:
Fax: ( 1
Point of Contact: Phone #:
Form SWU-101 Version 07Jun2010 Page 2 of 6
CC
NOV 262012

IV
,1
PROJECT INFORMATION
In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater Wetland
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
Other: 5W �Y,. \ Date: 1 /5 to
b.lf claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the
4. Total Property Area: 3.94 acres
River basin.
5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:3.94 acres
Total project area shall be calculated to exclude thefolluiving. the nornial pool of impounded structures, the area
between the banks of streams and rivers, the area below the Nonnal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHV) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line nay
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 24.6 %
9. How many drainage areas does the project have?2 (For high density, count I for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below�a, � Ln 1
Basin Information
Drainage Areal
Drainage Area 2
Drainage Area
Drainage Area —
Receiving Stream Name
Brunswick River
Brunswick River
Stream Class *
SC
SC
Stream Index Number *
18-77
18-77
Total Drainage Area (so
51,768
119,858
1.71 (Da6
On -site Drainage Area (so
51,768
119,858
1
Off -site Drainage Area (so
Proposed Impervious Area** (so
1Cp
a
44 a3
% Impervious Area** total
68.6
5.6
a y, to -/o
Impervious- Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area
On -site Buildings/Lots (so
On -site Streets (so
On -site Parking (so
On -site Sidewalks (so
Other on -site (so
rK tFt U t
ALL:-', I
Future (so
jtl
Off -site (so
((l htb 1 CJIJ
Existing BUA*** (so
35,509
6,727
y a a3b
Total (so:
35,509
6,727
BY:
Stream Class and Index Number can be determined at: lnttn://portal.ncdenr.orglweb/wa(ps/csu/classificatinns
" Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
Form SWU-101 Version 07Jun2010 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
fromhttl2://12ortal.ncdenr.org/web/wq/ws/su/bml2-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from htto://porta1.ncdennorg/web/wq/ws/su/statesw/forms dots. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at htto://12ortal.ncdenr.org web/wq/ws/su/mals.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from htty:////portal.ncdenr.org/web/wq/ws/so/statesw/fortes does.
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants N
Form. (if required as per Part VII below) `^ n
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M 'i
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable.to NCDENR. (For an Express review, refer to
htto://wcvw.envhelp.org/12ages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.) n
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for ` Y
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the l'4
receiving stream drains to class SA waters within Y2 mile of the site boundary, include the Vz
mile radius the map.
7. Sealed, signed
and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
I. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measure . s` ,C
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineate _CC q III C
qualified person. Provide documentation of qualifications and identify the pers who
made the determination on the plans. NOV 2 6 2012
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff cal ations.
o. Drainage areas delineated (included in the main set of plans, not as a separate d ent).
p. Vegetated buffers (where required).
Form SWU-101 Version 07Iun2010 Page 4 of 6

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify A SS -
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 2226 Page No: 78
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC U `
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
httl2://www.secretary.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting
Consulting Firm: GSP Consulting, PLLC.
Mailing Address:6626 Gordon Road, Unit C
City:Wilmington State:NC Zip:28411
Phone: (910 ) 442-7870
Email:[e-mail]
g_sp-consuIting.com
Fax: (910 ) 799-6659
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
ECEIVE
NOV 2 6 2012
BY:
Form SWU-101 Version 07Jun2010 Page 5 of 6

X. APPLICANT'S CERTIFICATION
1; (print or type mmne of person listed in Contact Information, item In) 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 the
applicable stormwater rulsunder 15 CAC 21-1.1000, SL 2006-246 (Ph. II - Post Construction) or SSL 2008-211.
Signature: II r _�� Date:
nnl 15 ) a
I, L1 �n YIF� U a Notary Public
for the^..State of NorkylCd d- �l1(a County of
I�IpAAJ i 1"1 Ad r do hereby certify that �'Q'Y�`d cam. UC-3 (21- personally appeared
before me this 15 day of 0 \.p.MV)P/ , 3 la, and cknowledge the due exec n of the application for
a stormwater permit. Witness my hand and official seal, �
:9; Eliipgd�
;y C (s,•i
ice;
�:�'��� ••............
��r1fNiY'•�
SEAL
My commission expires MW ateaolq
ECEIVE
NOV 262012
gy:_----
Form SWU-101 Version 07Jun2010 Pa.-e 7 of 7

GSP CONSULTING
I 2111TIOR1101 WTI SMITTAL
6626 Gordon Road, Unit C
WILMINGTON, NORTH CAROLINA, 28411
[phone]
FAX [phone]
To: Christine Nelson
INC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
DATE 02/15/13
JOB NO. 2012-o018
1
ATTENTION Christine Nelson
PHONE#
RE: SPEC - Leland
SW8 051143
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
® Fee Check ® 0&M Agreements ® Plans ® Calculations
❑ ❑ ® BMP Supplements❑
the following items:
® Permit Applications
COPIES
DESCRIPTION
2
Revised Sets of plans
1
Revised Stormwater Narrative & Calculations
1
Revised Stormwater Wetland Supplement
1
Revised Page 3 of Stormwater Permit Application
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:
❑ Resubmit copies for approval
❑ Submit _ copies for distribution
❑ Return corrected prints
COPYTO: III Ie SIGNED: - Garry S. Pape, P.E.
ff enclosures are not as noted, kindly notify as at once.

SPEC DAYCARE - LELAND
STORMWATER NARRATIVE & CALCULATIONS
February 15, 2013
\\\\\\ \\Ills
a SEAL
031315 ;
%i
o
RY
E38P CONSULTING,, PLLC.
6626 Gordon Road, Unit C
Wilmington, North Carolina 28411
[phone]
FEB 15 2D13
BY.

STORMWATER NARRATIVE
SPEC DAYCARE - LELAND
LELAND,NC
SITE DESCRIPTION
This + 3.94 acre site is located at the end of Thomas Garst Lane in the Town of Leland. This
project consisted of clearing, grading, and installation of infrastructure for a proposed 12,100 SF
Daycare Facility. The disturbed area for this project is +/- 3.5 acres and the total amount of
impervious area compared with the total project boundary is 24.6%. The erosion control plan
identifies the appropriate measures to be implemented for erosion control purposes during
construction of the infrastructure associated with this development.
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 DESIGN
The primary stormwater measure for this project is a proposed Stormwater Wetland located at
the front of the property. The stormwater will be conveyed via overland sheet flow and closed
conduit system to the proposed stormwater wetland that is designed to treat the first 1.5" of
rainfall. The stormwater from this site discharges to the Brunswick River, Classification SC. A
SHWT determination was performed by ECS Limited on September 25, 2012 and the SHWT
depth at the proposed stormwater wetland was determined to be 14". The ECS Report is
attached.

EROSION CONTROL PLAN FOR
SPEC DAYCARE - LELAND
Area to be disturbed: +/- 3.5 acres
This + 3.94 acre site is located at the end of Thomas Garst Lane in the Town of Leland.
This project consisted of clearing, grading, and installation of infrastructure for a
proposed 12,100 SF Daycare Facility. The disturbed area for this project is +/- 3.5 acres
and the total amount of impervious area compared with the total project boundary is
24.6%. The primary stormwater measure for this project is a proposed Stormwater
Wetland located at the front of the property. The stormwater will be conveyed via
overland sheet flow and closed conduit system to the proposed stormwater wetland that is
designed to treat the first 1.5" of rainfall. The stormwater from this site discharges to the
Brunswick River, Classification SC.
EROSION CONTROL MEASURES: This project will primarily control erosion with the
use of a temporary construction entrance, outlet protection at the ends of culverts,
temporary silt fence surrounding the site and a sediment basin.
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 15 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, 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. All other areas to be stabilized within 15 working days of cease of any phase of
activity.
PLACEMENT OF SEDIMENT CONTROL DEVICES: All devices (temporary
diversions, 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 15 working days shall be
temporarily seeded in accordance with the temporary seeding schedule as noted on the
plans. All slopes to be stabilized within 21 calendar days.

SEQUENCE OF CONSTRUCTION
1. Install temporary construction entrance as shown on erosion & sediment control plan.
2. Install perimeter controls (sediment basin, silt fence, tree protection fencing, etc.) as
shown on the erosion & sediment control plan. This step needs to be completed prior to
upslope land disturbing activities.
3. Once perimeter controls and sediment trapping measures are installed clear and grub
site within limits of disturbance.
4. Upon bringing the site to rough grade, stabilize all areas with temporary vegetation if
left undisturbed for 15 working days and all slopes within 21 calendar days.
5. Upon bringing the parking area to subgrade elevations, stabilize the areas by placing
stone base as early as possible.
6. For temporary vegetative stabilization of all denuded areas see note referencing the
erosion control program and specifications.
7. After construction operations have ended and all disturbed areas have stabilized,
mechanical sediment controls shall be removed. Sediment from temporary sediment
trapping devices shall be disposed of by spreading on the site or hauling away if not
suitable for fill. All denuded areas are to be permanently stabilized with permanent
vegetation.
8. Prior to using the sediment basin as an stormwater wetland it shall be mucked out.

Drainage Area
SW WETLAND
Drainage Area 51,768 sf
Drainage Area 1.19 ac
Impervious Area Calculation
Buildings
.12,107 sf
Parking
20,922
Concrete
2,480
Total
35,509 sf
Total
0.82 ac
% Impervious
68.6%
Volume/Storage Calculation
Design Storm (P)
Schueler Method Runoff Coeff (RV)
Required Volume (Vreq)
1.5 in
0.67 RV = %IMP'0.009+0.05
4,318 cf Vreq = (P/12)'RV'DA

CONTOUR INCR ACCUM
ONTOUR AREA VOL VOL
10.5 1755 0 0
11.0 2446 1,050 1,050
12.0 3730 3,088 4,138
1.5" STORAGE
CONTOUR ]NCR ACCUM
CONTOUR
12.0 3730 0 0
13.0 5155 4,443 4,443

POND RELEASE TIME FOR CONTROL PIPE:
POND RELEASE TIME FOR CONTROL PIPE:
STORAGE
ORIFICE
STORAGE
OUTFLOW
RELEASE
ELEVATION
ELEVATION
VOLUME
RATE
TIME
(FT)
(F7)
(CF)
(CFS)
(HOURS)
13.00
12.00
4,443
0.024
52.1
TOTAL HOURS
52.1
DAYS
2.2
CONTROL PIPE:
1.25
INCH ORIFICE HOLE
USED ORIFICE EQUATION TO DETERMINE OUTFLOW RATE
Q = Cd*A*(2gh)^1/2

'c ECS CAROLINAS, LLP 'Ser"inytr, Sta darorn
s.y;rn..
%zeot .f3nfGal • l.OnSir!)C.iion ME3terlajs • EnvlrGnnlerna! • Faciiii s
September 28, 2012
Mr, Garry Pape, P.E.
GSP Consulting, PLLC
6626 Gordon Road, Unit C
Wilmington, North Carolina 28411
Reference: Report of Infiltration Testing
SPEC Leland
Leland, Brunswick County, North Carolina
ECS Project No. 22.18146
Dear Mr. Pape:
ECS Carolinas, LLP (ECS) recently conducted an estimation of the Seasonal High Water Table
(SHWT) for the proposed stormwater best management practice (BMP) area at the proposed
SPEC Daycare Facility in Leland, Brunswick County, North Carolina. This letter, with
attachments, is the report of our estimation.
Field Testing
On September 25, 2012, ECS met with Mr. Garry Pape with GSP Consulting in order to locate
the requested boring location. ECS then conducted an exploration of the subsurface soil and
groundwater conditions at one requested location shown on the attached Boring Location Plan
(Figure 1). The purpose of this exploration was to estimate the SHWT of the in place soils for
the design of for the proposed stormwater BMP area. ECS explored the subsurface soil and
groundwater conditions by advancing one hand auger boring into the existing ground surface at
the requested boring location. ECS visually classified the subsurface soils and obtained
representative samples of each soil type encountered. ECS recorded the SHWT and
groundwater level observed at the time of each hand auger boring. The attached SHWT sheet
provides a summary of the subsurface conditions encountered at each hand auger boring
location.
The groundwater level and the SHWT were estimated at each boring location below the existing
grade elevation. Below is a summary of each boring location.
Location
Water Level
SHWT
1
48 inches
14 inches
The SHWT may vary within the proposed site due to changes in subsurface conditions and
elevation.
So , 201_ i"141114VOI). Nc 2$4-h T. e ,. P.;,e` iJ119 F
,.;.;,r.�s ;. r.._'u J•„4�r,. ::-ail. k..,S ':xn P..,. CCS Fddl G':Cl.-3.`.i.tuvaiJC•;a:,..0

Report of SHWT" Estimation
SPEC Leland '
Leland. Brunswick County, North Carolina
ECS Project No. 22.18146
September 28, 2012
Closure
The activities and evaluative approaches used in this assessment are consistent with those
normally employed in assessments of this type. Our testing of site conditions has been based on
our understanding of the project information and the data obtained during our field activities.
ECS appreciates the opportunity to provide our services to you on this project. If you have any
questions concerning this report or this project, please contact us at [phone].
Respectfully,
ECS CAROLINAS, LLP
K. Brooks Wall
Project Geologist
Attachments: Boring Location Plan
SHWT sheet
Kris J. Stamm
Principal

le
RIM, MIZIO)AI
SPEC Leland
Leland, NC
ECS Project # 18146
September 25, 2012
KBW
-----------------
c
"==--S
�nr=tur�Liruns
Figure 1- Test Location Plan
Provided by: GSP Consulting,
PLLC

Season High Water Table Estimation
SPEC Leland
Leland, Brunswick Co., North Carolina
ECS Project No. 22.18146
September 25, 2012
Location Depth
1 0-14"
14"-48"
48"-60"
Soil Description
Gray/tan sandy silty CLAY
Brown silty SAND (hardpan)
Tan/orange sandy CLAY
Seasonal High Water Table was estimated to be at 14 inches below the
existing grade elevation.
Groundwater was encountered at 48 inches below the existing grade
elevation.

4 Nelson, Christine
From: Nelson, Christine
Sent: Monday, February 11, 2013 2:02 PM
To: 'Garry Pape'
Subject: RE: SPEC - Leland SW8 051143
You got it. Thanks.
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Garry Pape fmailto:aoape(a)osp-consulting.com]
Sent: Monday, February 11, 2013 8:56 AM
To: Nelson, Christine
Subject: RE: SPEC - Leland SW8 051143
Ok, I will then officially request a 1 week extension and will have revisions submitted to you no later than 2/18/2013.
Thanks. - Garry
From: Nelson, Christine fmailto:christine.nelson(o)ncdenr.aov]
Sent: Monday, February 11, 2013 8:51 AM
To: Garry Pape
Subject: RE: SPEC - Leland SW8 051143
Gary,
It's not too late to request an extension. I just need a specific date that you would like to extend to (no later than 2
additional weeks). Just to warn you, any additional time taken will reduce the amount of time that can be given if a
second request for additional information is necessary.
Just let me know what new due date you would like to have.
Thanks,
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Garry Pape fmailto:gpape(acisp-consulting.com]
Sent: Monday, February 11, 2013 7:57 AM
To: Nelson, Christine
Subject: RE: SPEC - Leland SW8 051143
Christine,
Is it too late to request an extension for this project. Apparently it is due back today but I thought it was due tomorrow.
If I can get an extension I can have something to you by the end of the week. Thanks. - Garry
From: Nelson, Christine fmailto:christine.nelsonCa)ncdenr.govl
Sent: Monday, February 04, 2013 8:49 AM
To: Garry Pape
Subject: RE: SPEC - Leland SW8 051143
Gary,

I am extremely busy this week and unfortunately do not have time for another meeting. If you have questions, can you
please email them to me (preferred) or call me to ask them?
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Garry Pape rmailto:aoaoe(gso-consulting.com]
Sent: Sunday, February 03, 2013 3:32 PM
To: Nelson, Christine
Subject: SPEC - Leland SW8 051143
Christine,
I've been going over your comments for the above referenced project. I think it might be beneficial if we could sit down
and go over the comments to make sure everything is in order. Let me know when you have some time available for me
to come by. Mornings would work best for me. Thanks and I look forward to hearing from you. - Garry
GarryS. Pape, P.E.
GSP CONSULTING, PLLC
6626 Gordon Road
Unit C
Wilmington, North Carolina 28411
Mobile: [phone]
Fax: [phone]
[e-mail]

NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E.
Governor . Director
January 11, 2013
Mr. Ronald Saucier
169 Vision Drive
Wilmington, NC 28405
Subject: Request for Additional Information
Stormwater Project No. SW8 051143
SPEC - Leland
Pender County
Dear Mr. Saucier:
John E. Skvarla, III
Secretary
The Wilmington Regional Office received and accepted a modified State Stormwater
Management Permit Application for SPEC - Leland on November 26, 2012. A preliminary in-
depth review of that information has determined that the application is not complete. The
following information is needed to continue the stormwater review:
0. The drainage area and impervious area listed in Section IV.10 of the application is not
consistent with the impervious area listed in the wetland supplement. Section IV.10 of
the application should have 1 drainage area for the proposed wetland and if any other
impervious areas remain outside this drainage area, a second drainage area for the
remainder of the property.
V 1. Please confirm the total surface area of the wetland and provide additional details in the
calculations to support the surface areas of the various wetland zones. The total
wetland surface area is considered to include the deep pools, shallow water, and
shallow land at the temporary pool elevation, currently set at 13 ft. According to the
calculations, the surface area at an elevation of 13 ft is 5,155 ftZ; however the
supplement reports the wetland surface area as being 4,510 ftZ. Once the surface areas
have been confirmed, the provided volume is based on the surface area at the
permanent pool elevation (currently 12 ft), which according to the calculations is 3,775
ftZ, and the surface area at the temporary pool elevation (13 ft).
�3�Please increase the number of plants to be provided in the shallow water area to meet
the 50 plants per 200 ftZ area. With the shallow water area being 1883 ft2, a minimum
number of 471 plants will be necessary. (1883 ftZ / 200 ftZ * 50 = 471 plants)
4. Please provide additional grading details, including contours and/or spot elevations, in
order to support the drainage area delineation. Additionally, please include the roof
drain collection lines or include a note on the plans indicating that all roof runoff will be
directed to the stormwater collection system.
5. Please confirm the information presented in the cross-section table on sheet C-5. The
information presented in this table is not consistent with the information presented in the
supplement and calculations. For instance, the Shallow Water Elevation is listed as 11.0
ft on C-5, but is shown as 11.5 in the supplement.
Please remember that a change to one number may have a domino effect on other numbers.
Please check all plans, calculations and forms to ensure that the numbers are consistent
throughout.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] DENR Assistance: 1-877-623-6748 NorthCarolina
Internet:w .ncwatemuality.org N„fora/ly
n. C.� 1 n.... ......I er�...,,�...., n...._ om..i.,.,,. Lib s K((`

Ronald Saucier
January 11, 2013
Stormwater Application No. SW8 051143
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to February 11, 2013, or the
application will be returned as incomplete. The return of a project will necessitate resubmission
of all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for a
time extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you,expect to submit the required information. The
Division is allowed 90 days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable. If
you have any questions concerning this matter please feel free to call me at [phone] or
email me at [e-mail].
C�
Sincerely,
�.Yvt.4_ty 9 II4L ^ )
Christine Nelson
Environmental Engineer
GDS/can: S:\WQS\Stormwater\Permits & Projects\2005\051143 HD\2013 01 addinfo 051143
cc: Garry Pape, GSP Consutling, PPLC
Wilmington Regional Office Stormwater File
Page 2 of 2

Completeness Review Checklist
Project Name: S?f�( - Received Date: 2L d� rJjjl
Project Location: / i J Accepted Date: IN
Rule(s) U]2008 Coastal 1995 Coastal Phase II (WiRO) Universal 01988 Coastal
Type of Permit: New or od or PR Existing Permit (Mod r PR): C) Sl \LA 3 MPE Cert on File?
Density:
%: (%00)
Subdivided?: Subdiv
Type: Coma
Stream Class:
Map
NCG:
Exem
to SW8
Paperwork Emailed Engineer on:
�Supplement(s) (1 original per BMP) BMP Type(s):
�O&M with correct/original signatures (1 original per BMP except LS/NFS and swoles)
Application with correct/original signatures
❑Corp or LLC: Sig. Auth. per SoS or letter Note to Reviewer: t� A11
E$505 (within 6mo)
Soils Report with SHWT
Calculations (signed/sealed)
Do obvious errors
Density includes common areas, etc
,d Restrictions, if subdivided:
& Notarized
Plans
�2 Sets Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading Wetlands: Delineated or No Wetlands
❑Vicinity Map El Layout (proposed BUA dimensions)
Legend ElDA Maps El Project Boundaries
Infiltration Wet Pond Offsite
Soils Report Soils Report F-1PE Cert for Master Lot #:
SHWT: SHWT: Deed Rest for Master Lot It Matches Master
Bottom: PP: BUA Permitted (Master): sf
Visited: BUA Proposed (Offsite): sf
Additional Information:
Permitted Pr000sed: Proposed: Proposed:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

GSP CONSULTING
LETTER ER Oo F 7RAMMMAL
6626 Gordon Road, Unit C
WILMINGTON, NORTH CAROLINA, 28411
[phone]
FAX [phone]
To: Christine Nelson
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
WE ARE SENDING YOU
® Fee Check
1-1
DATE 11/26/12 JOB NO. 2012-001$
ATTENTION Christine Nelson
PHONE
RE: SPEC - Leland
SW8 051143
❑ Attached ❑ Under separate cover via
® 0&M Agreements ® Plans [XI Calculations
❑ X BMP Supplements❑
the following items:
® Permit Applications
COPIES
DESCRIPTION
2
Sets of plans & Stormwater Narrative & Calculations
1
Stormwater Wetland Supplement
1
Stormwater Permit Application w/ $505 Permitting Fee
1
Stormwater Wetland 0p _ration and Maintenance Agreement
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 a
❑ Resubmit
❑ Submit
❑ Return
copies for approval
copies for distribution
corrected prints
_"As2012 Iyj— �{[y�
COPYTO: File SIGNED: - Garry S. Pape, P.E.
ffendosures arenot as noted, kmd;'ynodfyus at once.

Nelson, Christine
From: Nelson, Christine
Sent: Monday, September 17, 2012 2:02 PM
To: 'Lisa Winchell'
Subject: RE: Revised plan of Action
Lisa,
Thanks for clarifying the date. This e-mail correspondence is good enough. No need to
bother him to re-sign it.
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records
Law and may be disclosed to third parties unless the content is exempt by statute or other
regulation.
-----Original Message -----
From: Lisa Winchell [mailto:lisa(dspeckids.com]
Sent: Monday, September 17, 2012 1:53 PM
To: Nelson, Christine
Subject: RE: Revised plan of Action
Christine,
Yes it was a typo, it should be the week of 09/24/12. Ron is out of the office for the rest
of the day but I will get him to sign it tomorrow when he comes back in and resend it to you.
THanks
Lisa
-----Original Message -----
From: Nelson, Christine[mailto:christine.nelson(dncdenr.gov]
Sent: Monday, September 17, 2012 1:31 PM
To: Lisa Winchell
Subject: RE: Revised plan of Action
Lisa,
That looks better. I am going to assume that the date given for item 3 is a typo and that
this item will likely happen between 9/17 and 9/24.
Can you please confirm?
Thanks!
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records
Law and may be disclosed to third parties unless the content is exempt by statute or other
regulation.
-----Original Message -----
From: Lisa Winchell [mailto:lisa(dspeckids.com]
Sent: Monday, September 17, 2012 10:45 AM
To: Nelson, Christine
Subject: Revised plan of Action
Christine,
Here is our revised plan of action. Please let me know if we need to make additional changes.
Thanks
Lisa Winchell
1

Nelson, Christine
From: Lisa Winchell [[e-mail]]
Sent: Thursday, September 06, 2012 3:06 PM
To: Nelson, Christine
Subject: RE: Plan of Action for Leland SPEC
Christine,
No problem I will work on this plan of action and get more specifics for you and will
resubmit shortly.
THanks
Lisa Winchell
-----Original Message -----
From: Nelson, Christine[mailto:christine.nelson(@ncdenr.aov]
Sent: Thursday, September 06, 2012 3:01 PM
To: Lisa Winchell
Subject: RE: Plan of Action for Leland SPEC
Lisa,
This is a good start. A plan of action is similar to a schedule that considers everything
necessary to bring this site into compliance - from
the start through to construction. I will need more specifics such as
the deadlines for each step. Please add some dates and expand it a bit at the end.
Once a specific plan of action is developed, I will need to be kept up to date on the
progress and be informed of any changes to the plan of action. If more time is needed as
things progress, a new Plan of Action can be submitted.
Thanks,
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records
Law and may be disclosed to third parties unless the content is exempt by statute or other
regulation.
-----Original Message -----
From: Lisa Winchell [mailto:lisa(dspeckids.com]
Sent: Thursday, September 06, 2012 1:48 PM
To: Nelson, Christine
Subject: Plan of Action for Leland SPEC
Christine,
Here is our plan of Action for our location in Leland. Please let me know if you need
additional information. Thanks for meeting with us yesterday and helping us understand our
options.
Thanks
Lisa Winchell
-----Original Message -----
From: Lisa Winchell [mailto:lisa(dspeckids.com]
Sent: Thursday, September 06, 2012 1:40 PM
To: Lisa Winchell
Subject:
This E-mail was sent from "RNPDDC50C" (Aficio MP C3500).
1

0.
SPEC
165 Vision Drive
Wilmington, NC 28403
Phone:[phone] Fax:[phone]
September 14, 2012
NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn: Christine Nelson
Subject: NOD-2012-PC-0148
SPEC -Leland
Plan of Action Notice
Dear Christine Nelson
The following is our Plan of Action for our Leland site to get the site in compliance with
the terms and conditions of the permit:
1. A surveyor (Atlantic Coast Survey) will as -built the existing storm inlets on site
and topo the area between the retaining wall and wetlands. Week of 9/10
2. A Seasonal High Water Table (SHWT) Determination will be done by a qualified
professional (ECS). Week of 9/17
3. If the SH WT Determination indicates that it is possible to use an infiltration
system for the site an infiltration test will be conducted. Week of 9/10
4. This information will be analyzed by GSP Consulting to determine size and shape
of infiltration system and plans and permit applications will be submitted to
DWQ. Period from 9/24 to 10/08
5. If SH WT determination indicates that infiltration is not possible a constructed
wetland will be sized to handle the runoff from the parking lot and plans and
permit applications will be submitted to DWQ. Period from 9/24 to 10/23
6. Plans review by DWQ, comments addressed, permit acquired. Period from 10/23
to 01/23
7. Bidding process for contractors Period 01/23 to 02/23
8. Construction Period 02/23 to 05101
9. Project complete 05/01
Sincerely,
Cl
Ronald Saucier

Nelson, Christine
From:
Lisa Winchell [[e-mail]]
Sent:
Tuesday, September 04, 2012 8:46 AM
To:
Nelson, Christine
Subject:
RE: Notice of Deficiency
Christine,
I was wondering if we can meet tomorrow, Wednesday to discuss our options. I am available anytime, so please let me
know what time works best for you.
THanks
Lisa
From: Nelson, Christine [mailto:[e-mail]]
Sent: Friday, August 31, 2012 9:46 AM
To: Garry Pape
Cc: Lisa Winchell
Subject: RE: Notice of Deficiency
Garry,
The first option you proposed does not meet the requirements of a low density project. If that pipe is to remain, the
permit would have to be modified to make it a high density project and provide BMPs that meet the 85%TSS removal
rate.
Lisa,
If you wish to meet to discuss the options, we can meet at my office either Tues, Weds, or Fri next week. Please let me
know if any of these days would work for you.
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Garry Pape rmailto:gpaoe(abgsp-consultino.com]
Sent: Tuesday, August 28, 2012 2:45 PM
To: Nelson, Christine
Cc: Lisa Winchell (lisa(a)speckids.com)
Subject: RE: Notice of Deficiency
The only other thing is if DWQ would accept the site the way it is in that the inlet discharges to a swale (don't know the
length of said swale) that flows into a dry detention basin. Other than that the only thing that could be done is to
repave the parking lot to sheet flow the runoff over the retaining wall then through the swales.
From: Nelson, Christine rmailto:christine.nelson(a)ncdenr.govI
Sent: Tuesday, August 21, 2012 1:37 PM
To: Garry Pape
Cc: Lisa Winchell (lisa(alsoeckids.com)
Subject: RE: Notice of Deficiency
Gary,
That is certainly one way of handling it. The goal is for the site to either meet approved plans and thus meet the
requirements for a low density development or modify the site, permit, and approved plans to meet the rules.

Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Garry Pape [mailto:gpape(agsp-consulting.coml
Sent: Tuesday, August 21, 2012 1:05 PM
To: Nelson, Christine
Cc: Lisa Winchell (lisa(&speckids.com)
Subject: RE: Notice of Deficiency
Christine,
Any update on this?
From: Garry Pape
Sent: Thursday, August 16, 2012 10:02 AM
To: 'Nelson, Christine'
Cc: Lisa Winchell (lisa(@soeckids.com)
Subject: RE: Notice of Deficiency
Christine,
Here is the current situation. Right now the stormwater is collected in the parking lot by and inlet that discharges the
stormwater through the retaining wall into a swale that directed the water to a dry detention area. The only corrective
action I could see to do would be to remove the inlet and storm pipe and to repave the parking lot so that the
stormwater sheet flows to the edges of the parking area where it flows over the retaining wall and then through the
grassed swales to the dry detention area. I welcome your thoughts on the situation. Thanks. — Garry
Gorrys. Pope, P.E.
GSP CONSULTING, PLLC
6626 Gordon Road
Unit C
Wilmington, North Carolina 28411
Mobile: [phone]
Fax:[phone]
[e-mail]
From: Nelson, Christine fmailto:christine.nelsonColncdenr.aovl
Sent: Friday, August 10, 2012 9:16 AM
To: Garry Pape
Cc: Lisa Winchell (lisa(&speckids.com)
Subject: RE: Notice of Deficiency
Garry,
When you get your head wrapped around it, can you provide a general timeframe briefly listing the actions that will be
taken to resolve the issues? Getting it resolved as soon as possible could take a week or a couple months. It would just
be helpful if we are all on the same page and timeline. The deadline for the plan of action is August 22, but if you need a
little more time let me know.
Thanks!
Christine

Christine Nelson
Environmental Engineer
State Stormwater Program
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Phone:[phone]
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Scott, Georgette
Sent: Friday, August 10, 2012 8:55 AM
To: Garry Pape
Cc: Lisa Winchell (lisa(cbspgckids.com); Nelson, Christine
Subject: RE: Notice of Deficiency
Importance: High
That is very good news. Please send your responses to our point of contact for this, Christine Nelson.
Georgette Scott.
Stonnwater Program Supervisor
State Stormwater Program
NC Division of Watcr QthAty
127 Cardinal Drive Est.
Wilmington, NC 2840.5
Phone [phone]
F:Lx [phone]
E-mail correspondence to and from dus address nety be subject to the North Carolina Public Records Iatr and maybe disclosed to third ponies.
From: Garry Pape lmailto:gpape(dyso-consulting.com]
Sent: Friday, August 10, 2012 7:47 AM
To: Scott, Georgette
Cc: Lisa Winchell (lisaCalspeckids.com)
Subject: FW: Notice of Deficiency
Georgette,
I just wanted to inform you that I am working with the permit holder for Stormwater Permit SW8 051143 to resolve the
non-compliance issues at this site. We will attempt to get everything resolved as soon as possible. Thank you. - Garry
GarryS. Pape, P.E.
GSP CONSULTING, PLLC
6626 Gordon Road
Unit C
Wilmington, North Carolina 28411
Mobile: [phone]
Fax:[phone]
[e-mail]

-----Original Message -----
From: Lisa Winchell [mailto:lisa(aspeckids.com]
Sent: Thursday, July 26, 2012 10:38 AM
To: Garry Pape
Subject: Notice of Deficiency
Gary,
Here is the letter that I told you today that we received. Can you please advise us to what we need to do next?
Thanks
Lisa Winchell
910-350-1497 ext2
-----Original Message -----
From: Lisa Winchell [mailto:[e-mail]]
Sent: Thursday, July 26, 2012 10:22 AM
To: Lisa Winchell
Subject:
This E-mail was sent from "RNPDDCSOC" (Aficio MP C3500).
Scan Date: 07.26.2012 10:21:54 (-0400)

Nelson, Christine
From:
Lisa Winchell [[e-mail]]
Sent:
Thursday, August 30, 2012 4:43 PM
To:
Nelson, Christine
Subject:
SPEC -Leland Site
Christine,
I have been emailing back and forth to Garry Pape in regards to our site in Leland. I was wondering if you could meet
Ronald Saucier and I out at our location so we can discuss what we need to do to the site to get this issue fixed. I know
Garry has mentioned to you about us repaving the parking lot so that the stormwater sheet flows to the edges of the
parking area where it flows over the retaining wall and then through the grassed swales to the dry detention area, but I
would like to discuss some additional options. Please let me know if you can meet us out there within the next week or
SO.
Thanks
Lisa Winchell
165 Vision Drive
Wilmington, NC 28403
Phone: [phone] ext. 102
Fax:[phone]

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