SW8010908_Current Permit_20020107

`0
Mr. Ronald E. Saucier, Owner
165 Vision Drive
Wilmington, NC 28403
Dear Mr. Saucier:
l0lichael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Wilmington Regional Office
January 7, 2002
Subject: Permit No. SW8 010908
S.P.E.C. Daycare Jacksonville
Low Density Stormwater Project
Onslow County
The Wilmington Regional Office received a complete Stormwater Management Permit Application for S.P.E.C.
Daycare Jacksonville on December 27, 2001. 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 010908 dated January 7, 2002, for the construction of S.P.E.C. Daycare Jacksonville.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and
limitations as specified therein, and does not supersede any other agency permit that may be required.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must
be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact either Linda Lewis
or me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS%:arl S:IWQSISTORMWATIPERMIT1010908.JAN
cc: John Pierce, P.L.S.
City of Jacksonville Building Inspections
Linda Lewis
Wilmington Regional Office
Central Files
N-C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone]
Customer Service
800-623-7748

State Stormwater Management Systems
Permit No. SW8 010908
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and
other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Mr. Ronald E Saucier, Owner
S.P.E.C. Daycare Jacksonville
Onslow County
FOR THE .
construction, operation and maintenance of a 30% low density development with a curb outlet system in compliance
with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules ") and the approved
stormwater management plans and specifications, and other supporting data as attached and on file with and
approved by the Division of Water Quality and considered a part of this permit for S.P.E.C. Daycare Jacksonville.
The Permit shall be effective from the date of issuance until rescinded and shall be subject to the following specific
conditions and limitations:
I. DESIGN STANDARDS
1. This permit covers the construction of 31,893 square feet of built -upon area
2. The overall tract built -upon area percentage for the project must be maintained at 30%, as required by
Section .1005 of the stormwater rules.
3. Approved plans and specifications for projects covered by this permit are incorporated by reference and are
enforceable parts of the permit.
4. The only runoff conveyance systems allowed will be vegetated conveyances such as swales with minimum
side slopes of 5:1 (H:V) as defined in the stormwater rules and approved by the Division.
No piping is allowed except:
a. That minimum amount necessary to direct runoff beneath an impervious surface such as a road.
b. That minimum amount needed under driveways to provide access.
6. Unless specified elsewhere, permanent seeding requirements for the swales must follow the guidelines
established in the North Carolina Erosion and Sediment Control Planning and Design Manual,
7. Permanent flow spreaders and vegetated filters must be constructed and maintained in each swale.
2

State Stormwater Management Systems
Permit No. SW8 010908
H. SCHEDULE OF COMPLIANCE
Projects covered by this permit will maintain a minimum 30 foot wide vegetative buffer between all
impervious areas and surface waters.
2. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon area.
3. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written
time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall
provide copies of revised plans and certification in writing to the Director that the changes have been made.
4. Prior to the sale of this project, in whole or in part, the following deed restrictions must be recorded with
the Office of the Register of Deeds:
a. The site is currently permitted for a total of 31,893 ftZ of built -upon area. Construction of built -upon
area in excess of this amount will require a permit modification through the NC Division of Water
Quality (DWQ).
b. Construction of additional impervious areas such that low density requirements are no longer met
must be submitted to DWQ and a permit modification must be issued prior to construction. An
appropriate engineered system will be required to collect and treat the runoff from all built -upon area
associated with the project, including that area permitted under the low density option.
C. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with this
development, except for average driveway crossings, is strictly prohibited by any persons.
5. A copy of the recorded restrictions must be received by this Office within 30 days of the date of sale.
6. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the permitted
development, except for average driveway crossings, is strictly prohibited by any persons.
7. Projects within CAMA's Area of Environmental Concern (AEC) are subject to a reduction of the permitted
amount of built -upon area due to CAMA jurisdiction within the AEC.
8. The permittee shall submit to the Director and shall have received approval for revised plans, specifications,
and calculations prior to construction, for any modification to the approved plans, including, but not limited
to, those listed below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of the proj ect area. The prof ect area is defined as all property
owned by the permittee, for which Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, altering or piping any vegetative conveyance shown on the approved plan.
9. Swales and other vegetated conveyances shall be constructed in their entirety, vegetated, and be operational
for their intended use prior to the construction of any built -upon surface.
10. During construction, erosion shall be kept to a minimum and any eroded areas of the swales or other
vegetated conveyances will be repaired immediately.
11. The permittee shall submit all information requested by the Director or his representative within the time
frame specified in the written information request.

State Stormwater Management Systems
Permit No. SW8 010908
12. The permittee shall at all times provide the operation and maintenance necessary to operate the permitted
stormwater management systems at optimum efficiency to include:
a. Inspections
b Sediment removal.
C. Mowing, and revegetating of the side slopes of the ditches and vegetated filters.
d. Immediate repair of all eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications
f. Flow spreaders must spread the runoff evenly over the width of the filter and must not channelize.
13. Within 30 days of completion of the project, the permittee shall certify in writing that the project has been
constructed in accordance with the approved plans.
14. Failure to maintain the swales, vegetated filters and flow spreaders in good repair will require the
construction of an engineered system to treat the runoff.
III. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statutes
143-215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until revoked or terminated.
3. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a
permit modification, revocation and reissuance, or termination does not stay any permit condition.
4. The issuance of this permit does not prohibit the Director from reopening and modifying the permit,
revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations
contained in Title 15A of the North Carolina Administrative Code, Subchapter 2H.1000; and North Carolina
General Statute 143-215.1 et. al.
5. The permit is not transferable to any person except after notice to and approval by the Director. The Director
may require modification or revocation and reissuance of the permit to change the name and incorporate
such other requirements as may be necessary. A formal permit request must be submitted to the Division
of Water Quality accompanied by the appropriate fee, documentation from both parties involved, and other
supporting materials as may be appropriate. The approval of this request will be considered on its merits,
and may or may not be approved.
6. The permittee grants permission to DENR Staff to enter the property for the purpose of inspecting all
components of the stormwater management facility.
7. The permittee shall notify the Division of any name, ownership or mailing address changes within 30 days.
8. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state and federal)
which have jurisdiction.
Permit issued this the 7th day of January, 2002.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
- =----- -- ---- - - - --------------
�] C-regcry T. T'_:o.'Fe, Ph.D., Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
4

. .: CE'.tISE ONLY
Date Received Fee Paid Permit Number
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STOR-MWATER MANAGEMENT PERMIT APPLICATION FOR)Yf
This fors. may be' photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Ronald E. Saucier
2 Pant Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Ronald
I Mailing Address for person listed in item 2 above:
City Wilmington State: N(' zip: 2840
Telephone Number: f 910 1 617-7 51
a Project Name (subdivision, fadlity, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
SPEC Daycare
5. Location of Project (sweet address):
Huff Drive
City: Jacksonville County. On S 1 nw
6. Directicns to project (from nearest major intersection):
i. Latitude: 34045136 3" Longitude: 77022' 47.5" of project
8. Contact person who can answer cuesucns about the project
4me: John L. Pierce &Associates 'P-A_ e=e;:^.cre:I .be=. l 910 ' 346-gRfln
IL PERbIIT INFORMATION:
I. Specify whether project is (check one): XX New Renewal Modification
Form SWU-lol Version 3.99 Page 1 of 4

2 If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number N/A and its issue date (if known)
Specify the type of project (check one):
XX I.ow Density High Density Redeveiop General Permit Other
a. Additional Project Requirements (check applicable blanks):
_,C_4MA Major (.Sedimentation/Erosion Control _404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-0748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed nafative
(one to two pages) describing stormwater management for the project.
VenatatiyP ('nnyPVanrcc
2 Stormwater runoff from this project drains to the White Oak River basin.
3. Total Project Area: 2 . 83 _acres
5. How marry drainage areas does the project have? 1
a Project Built Upon Area: 25.9 %
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Receiving Stream Name
I Scales Creek
Rec&ing Stream Class
Drainage Area
I 2.83 acres
Existing Iatpervious' Area I
-0-
Propc—sed Impervirnas'?-ea I
31,893
% ImnerviOUS* A -ea (tots?) I I I
� -
On -site Buildings
I 11,700 s . f .
On -site Streets
I N/A _
On PazIdn=
I 18,593 s . f .
Gr.-: 5 iC2Sidew^ L.
Other on -site
Off -Site
N/A
I 1,600 s . f .
N / A
Total: 31,893 s . f . Total:
' Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form M-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived? N/A
rV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The foilowing.italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outDarceis and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
1. Tne following covenants are intended to ensure ongoing compliance with state stormwater management permit
number —A�k .` w'?0107OS as issued by the Drvision of Water Quality. These covenants may
not be changers or deleted without the consent of the State.
Al S
No more than ' 3900square feat of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include woad
d-,ddng or the water surface of shimming pools.
3. Surales shall not be filled in, piped, or altered except as necessary to provide drvewau crossings.
a_. Built -upon area in ass of the permitted amount requires a state stormwater management permit modiJurnticn prior to
coristrud
5. ALI permitted ranoff from outparcels or future development shall be directed into the permitted starmmater control
sustem- These connections to the storm. -eater control system shall be perfvrned in a manner that maintains the
integrity and performance of the system as permitted.
By yoursignature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and
persons claiming under them, that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot-
V. SLIPPLEMMENT FORMS
i ze applicable state stogywater Managzant permit supplement form(s) listed below must be submitted for
ead-i 31AT spet:�fied for this projec Contact- the Sto=water and General Pew--uts Unit at (919) i 33-3083 for the
stags and availability of these fo=s.
Form SW LT-102
Wet Detention Basin Supplement 'Y
Form SvV U-103
Iruiltation Basin Supplement
porn SiNU-I04
Low Density Supplement -
Form 5WU-105
Curb Outlet System Supplement..
For_^ 5,YV U 06
Or-Siie Svste-n-Suvcleme .
i^.7"i.
L ti nit C= — �i Suppie=e_nt
1
Form F6 U-i08
Ner.:se River Basin Supplement
Form FVVU-109
hmovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Pape 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Original and one copy of the Stormweter Management Permit Application Foy.T.n
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including-
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VIL AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): John L . Pierce & Associates P _ A _
Mailing. Address: P.O. Box 1685
City: J a c k S o n v i 1 1 P State: N r Zip: 22540
Phone: ( 910 ) 346-9800 Fax: ( 910 ) 346-1210
VUL APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Ronald E. Saucier
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000.
Date: h �'
Form SWU-101 Version 3.99 page 4 of 4

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
T E'iTER MANANItAPPLICATON FORM VAjv
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an crio nal
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
r1mo{f primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(l 8). Low density requirements and density factors can
be found in 15A NCAC 2H .1005 through .1007.
L PROJECT INFORKkTION
Project Name : S P _ F _ C _ nayra ra
Contact Person: John L PiG12r &Associates P_A_ Phone Number. ( go ) gati_Qgnn
Number of Lots:_ I Allowable Built Upon Area Per Lot*: 36.900
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon
area for each lot The attachment must include the project name, phase, page numbers. and provide area
subtotals and totals.
IL BUILT UPON AREA
See the Stormwater Management Pen —nit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area - the total projec-1., area above Mean li7 gh Water..Wedands may be excluded when the
development results in high density pockets.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surace occupiedby"roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses. terris courts. sidewvalks, etc.
• No. Lots - "the total number Of lots in the subdivision_.
• BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
Facet SWU-104 Rev 3.99 Page 1 of 2

(SAxDF) - RA - CA = BUA
No. Lots Lot
r..l-.,In+;n"-
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent on the Stormwater
Management Permit Application Form, the agent may initial below.
Applicants Initials
4— a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to sale of any lots.
c. Built upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AEC (if applicable).
[15A NCAC 2H .1007(2)(b)]
Form SWU-104 Rev 3.99 Page 2 of 2

Permit No.
(to be provided by DWQ)
-State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
CURB OU-i LET SYSTEM 5 UPPLE1MEE i
FOR LOW DENSITY DEVELOPMENT WITH CURB AND GTJ n
This form may be photocopied for use as an original
DWO Stormwater Mana;ement Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, a
curb outlet system supplement, a low density supplement, design calculations, and plans and specifications
showing all stormwater conveyances and curb outlet details.
L PROJECT INFORMATION
Project Name : S. P. E: C. DaVcare
Contact Person: John L. Piprrp & Assnr i atec P _ A _ Phone Number. (910; )34 -@,09
Curb outlets to (check one): 0 Swale x1R Vegetated Area
IL REQUIRED ITEMS CHECIKLIS`i'
The following checklist outlines design requirements per the North Carolina Administrative Code Section
15A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent on the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
a. Curb outlets direct flow to a swale or vegetated area.
b. Swales or vegetated areas receiving curb outlet flow are designed to carry, at ajk
minimum,
the peak flow from the 10-y ear storm.
c. Flow velocity is non -erosive for peak flow from the 10-year storm event.
d. Longitudinal slope of the swale or vegetated area does not exceed 5%.
e. Side slopes of the swale or vegetated area are no steeper than 5:1 (horizontal to vertical).
f. _ Length of swale or vegetated area is > 100 feet.
g. The system takes into account the run-off at ultimate built -out potential from all surfaces
draining to the system (delineate drainage area for each swale).
h. Swales are located in recorded drainage easements.
i. Grass type(s) for permanent vegetative cover specified on detail.
j. Swale detail provided.on plans.
Form SWU-1Q5 Ver 3.99 Page 1 of 3

DESIGN INFORMATION
d in the
Complete the efollowingI ttached tole. If additional this form. space is Rainfall intensity data can be found in Appendix the information should be e8.03 of the State
format as Table
of North Carolina Erosion and Sediment Control Planning and Design Manual.
Table I. Swale Design Information
3
5
6
7
8
9 1
10
lI I I I I I ( I
12 I I I i
13
14
15
16
17
18 i
19
20
21
I �
j 25 ( i
Form SW Li-105 Ver 3.99 Pagge 2 of 3

M. CURB OUTLET SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time.
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections.
5. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible parry.
Print Name and Title: Rnna l rl F _ sa ur i er , ownar
Phone: [phone] Date: e-Flyjhl61
Signature:
Note: The legally responsible parry should not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president.
1, -,aMO&
Public for the State o County of
do hereby certify that 9" �1'�( personally appeared before me this
day of , and acknowledge the due execution of the forgoing infiltration basin
maintenance requirements. Witness my hand and official seal,
�y BULLOc'//Z
'L•.•SE '••.k
IL
�� yea.•
pUBO- : 0
0.
My commission expires 1C;�-`/"&
Form SWU-105 Ver 3.99 Page 3 of 3