SW8060347_HISTORICAL FILE_20170103

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
:�aaD lU/
YYYYMMDD

Casmer, Jo
From: Casmer, Jo
Sent: Tuesday, January 03, 2017 12:37 PM
To: Earley, Tim
Subject: Meadowview Elementary School
Attachments: 2006 06 permit 060347.pdf
As requested.
Jo Casmer
Administrative Assistant for DEMLR/Storrnwater Section
North Carolina Department of Environmental Quality
Department of Environmental Assistance & Customer Service
910 7W7336 office
910 350-2004 fax
i o.casmeEQncdenr.gov
127 Cardinal Drive Extension
Wilmington, NC 28405
i=.
Email correspondence to and from this address is subject to the
!North Carolina Public Records Law and may be disclosed to third parties.

i
ill
0

P. i
COMMUNICATION RESULT REPORT ( JUN.29.2006 1:17PM )
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557 MEMORY TX 9-1-9104553441 OK P. 16/16
----- REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
. Wilmington Regional Office
Michael F. Easley, Governor William G. Ross Jr,, Secretary
FAX COVER SHEET
Date: No. Of Pages: (excluding cover)
To: From: ItzlAN1 �406rz
CO: oC , CO: NC DENR
FAX #: 9 10N 5 --� 44 (41 FAX#: [phone]
REMARKS- _ 6) g (�kk tJl' Fi 0 w UI ttiJ 1<cNIe1VTA k
G oat,• �AAa-O r'APY --m hoc —6w IrJ MAtC,
127 Cardinal Drive Extension, Wllmingion, N.C. 19405�3845Telcphone [phone] Flax [phone]
An Equal Opportunity Affirmative Aetion Employer

State Stormwater Management Systems
Permit No. SW8 060347
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Jeffrey L. Hudson and Onslow County Board of Education
Meadowview Elementary School
Onslow County
FOR THE
construction, operation and maintenance of an overall 30% low density project with a
curb outlet system and development of high density pockets with treatment by four
hydrodynamic separators, each followed by a 100' long minimum grassed swale, 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, an other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
Please note in particular the operation and maintenance requirements of Section 11.4 of
this permit.
The Permit shall be effective from the date of issuance until June 27, 2016 and shall be
subject to the following specific 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 378,181 square feet of built -upon area as
follows: (a) OS buildings- 104,308 sq ft; (b) OS parking and driveways- 223,665
sq ft; and (c) OS sidewalks and courtyards- 50,208 sq ft. The hydrodynamic
separator stormwater systems for the four pockets of high density have been
approved for the management of stormwater runoff as described in Section 1.12
on page 3 of this permit. The stormwater control for the four pockets of high
density has been designed to handle the runoff from a total of 125,300 square
feet of impervious area.
3. The overall tract built -upon area percentage for the project must be maintained
at 30%, per the requirements of Section .1005 of the stormwater rules.
4. Approved plans and specifications for projects covered_ by this permit are
incorporated by reference and are enforceable parts of the permit.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 060347
5. This project proposes a curb outlet system. Each designated curb outlet swale or
100' vegetated area shown on the approved plan must be maintained at a
minimum of 100' long, maintain 5:1 (H:V) side slopes or flatter, have a
longitudinal slope no steeper than 5 /o, carry the flow from a 10 year storm in a
non -erosive manner, maintain a dense vegetated cover, and be located in either
a dedicated common area or a recorded drainage easement.
6. Runoff conveyances other than the curb outlet system swales and piping for high
density pockets of the tract, such as erimeter ditches, must be vegetated with
side slopes no steeper than 3:1 (H:V�
7. 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.
8. No piping shall be allowed in the low density portions of the tract except those
minimum amounts necessary to direct runoff beneath an impervious surface
such as a road or under driveways to provide access.
9. Roof drains must terminate at least 30' from the Mean high Water line.
10. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
11. The runoff from all built -upon area within the permitted, high density pocket
drainage areas of this project must be directed into the permitted stormwater
control system.
12. The following design criteria have been provided in the four VortSentry®
hydrodynamic separators and must be maintained at design conditions.
`a" ,No:2�0
:iS stem D.
. *F.� i i'
F
3t��htiNo.4a
_ :S stem,F
6"ae1'-.
S stem.G 4.
a. Drainage Area, acres
0.29
0.39
2.0
0.5
Onsite, ft':
12,632
16,988
87,120
21,780
Offsite, ft :
None
None
None
None
b. Total Im ervious Surfaces, ft :
11,800
15,100
77,900
20,500
c. Design Storm, inches
1",
30-Minute
Event 2 inlhr
d. Re 'd Vol. Flow Rate (at Des.Storm), CFS
0.52
0.66
1 3.42
0.90
e. VortSent R Model No.
VS40
VS40
VS60
VS40
1 Inlet Invert Elev., ft:
47.6
47.0
46.4
47.1
2 Treatment Volume, CIF
50.0
50.0
170.0
50.0
3 Design Ratio
0.005
0.007
0.010
0,009
4 Flow Rate (Capacity at OesStorm), CF5
0.6
0.665
3.42
0.90
5 Flow Partition Crest Elev., ft
48.43
47.83
47.65
47.93
6 Flow Part.Weir Crest Length, ft
0.93
0.93
1.31
0.93
7 Flow Part.Dischar e Coeffficient
3.33
3.33
3.33
3.33
8 Re 'd.Net Ann.TSS Rem. Eff. ,%
77
77
77
77
9 Permitted NA TSS Rem. Eff. ,%
86.1
86.1
80.2
86.1
f. Receiving Stream/River Basin
UT to Blue CreeklWhite oak
g. Stream Index Number
19-8
h. Classification of Water bod
SC; NSW
' Design Ratio = Total Drainage Area X Runoff Coefficient 1 VortSentryO Treatment Volume
2 At 56 to 82% TSS Removal of OK110 Silica Sand (mean particle size = 110 microns, particle
range = 53 - 150 microns)..
s Based on 10-year rainfall data from NCDC Station 9457, Wilmington WSO Airport and
4 summation of removal efficiency at discrete rainfall intensity from 0.02 to 2.50 in/hr.
As pretreatment device to 100' swale BMP (35% TSS removal efficiency) resulting in overall
treatment efficiency of 85% minimum for VortSentry® and swale in series.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 060347
li. SCHEDULE OF COMPLIANCE
1. Curb outlet swales, vegetated areas and other vegetated conveyances, and the
stormwater management system shall be constructed in their entirety, vegetated,
and be operational for their intended use prior to the construction of any built -
upon surface, per the approved plans.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately.
3. Projects covered by this permit will maintain a minimum 30 foot wide vegetative
buffer between all impervious areas and surface waters.
4. 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. Semiannual scheduled Inspections {every six months} and as discussed
in following paragraphs.
b. Sediment removal and as discussed in following paragraphs.
C. Mowing, and revegetating of the side slopes.
d. immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Cleaning and repair of catch basin grates, flumes, piping, and the flow
spreader mechanism.
A signed Operation and Maintenance Agreement (attached) for both the
curb outlet systems and VortSentry® units are incorporated by reference
and are enforceable parts of this permit.
The VortSentry® units shall be cleaned when the sediment depth has
accumulated to a depth of 3 feet in the treatment sump and as described in
Table 1 of the signed O&M Agreement (attached). The inspection and
maintenance log (page 2 of O&M Agreement) must be completed for each
VortSentry® unit after each rainfall event and maintenance event.
The site and VortSent" units will be subject to inspection by the Division
of Water Quality. If Section 11.4 items a. through f. of this permit are
determined by a Division inspector to be deficient or inadequate, the
Division may impose monitoring requirements for the VortSent" units,
which at a minimum will include influent and effluent monitoring and
reporting of Total Suspended Solids (TSS) for a minimum of 10 rainfall
events over a 12 month period with at least one sampling event in each of
the four quarters, as defined under the Division's Preliminary Evaluation
Period (PEP) for proprietary stormwater treatment technology.
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.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition or sale of the project area. The project
area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, piping, or altering any vegetative conveyance shown on the
approved plan.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 060347
6. The Director may determine that other revisions to the project should require a
modification to the permit.
7. Records of maintenance activities must be kept and made available to
authorized personnel of DWQ. The records will indicate the date, activity, name
of person performing the work and what actions were taken.
8. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
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. A
modification may be required for those deviations. The permittee shall submit
the Certification to the Division within 30 days of completion of the project.
10. The permittee is responsible for verifying that the proposed built -upon area does
not exceed the allowable built -upon area.
11. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
12. Filling in or piping of any vegetated conveyances (ditches, swales, etc.)
associated with the permitted project, except for average driveway crossings, is
strictly prohibited by any persons.
13. If the stormwater system was used as an Erosion Control device, it must be
restored to design conditions prior to operation as a stormwater treatment
device, and prior to occupancy of the facility.
14. 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.
15. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
16. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of 10 years from the date of completion of
construction.
17. The final plats for the project will be recorded showing all required swale
easements and common areas, in accordance with the approved plans.
III. GENERAL CONDITIONS,
Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division of Water Qualityy,
in accordance with North Carolina General Statutes 143-215.6A to 143-215.6C.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 060347
2. 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.
3. 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.
4. The 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. A formal permit transfer request must be
submitted to the Division of Water Quality accompanied by the appropriate fee,
documentation from both parties involved, and other supporting materials as may
be appropriate. The approval of this request will be considered on its merits, and
may or may not be approved. The permittee is responsible for compliance with
all the terms and conditions of this permit until the Division approves the permit
transfer.
5. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances imposed by other
government agencies (local, state and federal) which have jurisdiction. If any of
those permits or approvals result in revisions to the plans, a permit modification
must be submitted.
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.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of this permit.
9. The permittee grants permission to DENR Staff to enter the property during
business hours for the purposes of inspecting the stormwater control system and
it's components.
10. The permittee shall notify the Division of Water Quality of any name, ownership
or mailing address changes within 30 days.
Permit issued this the 27th day of June 2006.
NORTH C,/(R'OLINA ENVIRONMENTAL MANAGEMENT COMMISSION
------- e��J- a�za --------------------
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 060347
Meadowview Elementary School
Stormwater Permit No. SW8 060347 Page 1 of 2
Onslow 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 included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 060347
Page 2of2
Certification Requirements:
.1. The drainage area to the system contains approximately the permitted
acreage,
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the 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 outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All 100' vegetated swales have slopes no steeper than 5:1 slopes and are
grassed with permanent vegetation.
9. Vegetated slopes other than the 100' swales (perimeter ditches) are no
steeper than 3:1.
10. The inlets are located and at elevations per the approved plans.
11. All required design depths are provided.
12. All required parts of the system are provided.
13. The required system dimensions are provided per the approved plans.
CC' NCDENR-DWQ Regional Office
Mike Morris, Onslow County Building Inspections
Page 8 of 8

PARKER & ASSOCIATES, INC. �raPing Horizo��
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street + P.O. Box 976
Jacksonville, NC 28541-0976
[phone] + Fax: [phone]
June 21, 2006
UPS Overnight
Paul T. Bartlett, P.E.
DWO-Wilmington
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
RE: Meadowview Elementary School
Stormwater No. SW8060347
RECEIVED Onslow County, NC
Dear Mr. Bartlett: 'jUN 2 3 2 6
This letter is in response to comments in your letter dated May 23, 2006
concerning the above referenced project.
Please find enclosed two (2) copies of Sheet C-1 which has the building
fvlL��e� Jry and parking dimensions on it.
All of the swale and pipe calculations are shown in the_charts_on_S.heet C-
(/ 2. In addition, swa e calculations are shown on the Curb Outlet
-Supplement. Also, please find enclosed the sizing and TSS removal
efficiency information provided by Contech Stormwater Solutions, Inc. for
the four (4) Vortsentry units. We provided the drainage area/flow
information going to the units and they sized the appropriate units and
provide the efficiency information.
�3 Please find enclosed an additional $2,000.00 check per your requirement.
4. The underdrain pipe is routed around the stormwater pipes and the
Vortsentry unit and discharges into the rip rap apron at the outlet of pipe
FF3.
You are correct. Once I added the Vortsentry unit, the swale slope
decreased, which also decreased the velocity in the swale. The
information has been revised in the Swale Calculation Chart on Sheet C-
2.
EMAIL ADDRESS: TEXT MFSSAGES TO: gaitextnbizeesneom MAPS AND PLANS TO: naidraft(a7bizeexr.com
+ ENVIRONMENTAL ENGINEERING + STOR,MWATER, WATER AND WASTEWATER SYSTEMS
+ FEASIBILITY AND DEVELOPMENT CONSULTING + GLOBAL POSITIONING SURVEYS ♦ SUBDIVISION AND CONSTRUCTION PLANS

_.--A.
Meadowview Elementary School
Page Two
V/6. Please find enclosed an Operation and Maintenance (O & M) Agreement signed
by Jeff Hudson, Onslow Board of Education. The O & M measures are as
provided by Contech Stormwater Solution, Inc.
Please find enclosed two (2) copies of revised Sheets C-1 and C-2, the
✓additional $2,000.00 check and the O & M Agreement. If you would expedite the
approval of this project, it would be greatly appreciated. The project has been bid and
awarded but the Board of Education has been waiting on this approval prior to giving
the Notice To Proceed. If you need any additional information, or have any questions
on the above, {Tease call.
Very truly yours,
PARKER_& ASSOCIATiE% INC.
Timothy M. VteAart, P.E.
xc: Bill Lawrence (wlenclosures)
Jeff Hudson (wlenclosures)
CIF (P)
TMSlkde
c3:TMS.Bartlett, ltr.6.13.06

�r 05f3012006 10:33 4553441 PARKER & ASSOCIATES PAGE 01
FXE
imam . P A.RKER' & ASSOCIATES, INC. iDg Ho
tzn�s
Consulting Engineers • Land Surveyors - Land Planners c,YIaP
306 New Bridge Street • P.O. Box 976
Jackson +isle, NC 28541-0976
[phone] + Fax: [phone]
FACSIMILE TRANSMISSIOPI COVER SHEET FAX #[phone]
TO: LAmL mg,-rLr [
COMPANY: D W Q - W
FAX # : i I D — 3 5v - 200 q—
DATE: /m �0 7.0p 6
FROM: T77mothy M. Sty wart. P.E. _ _-
RE: ;0 Ww,,V I C—w ACV • SC E-bo — s w g o � 0 3 �-7
REMARKS: PPN �-
OF 14JVe
rKF�) ;
NUMBER OF PAGES (INCLU DING THIS SHEET):
ORIGINAL TO FOLLOW BY RIAIL:
WE REQUEST THAT YOU CONFIRM RECEIPT:
YES: NO:
YES: t/ NO:
- l I I� s ••
CONROENTIALITr
The information contained in this facsimil s is privileged and confidential, Intended only for the use of the addressee, if the reader is not the Intended
recipient, you are hereby notified thatany use is strictly prohibited, Ifyou have received thls facsimile In error, please lmmedlately notify the sender
by telephone and return the orfglnal to ft a sender at tho abovo address. Thank you.
C1.FORMS-PARKER.T14 SYU.
ENVIRONMENTAL ENGINE ERING ♦ STORM WATER MANAGEMENT ♦ WATER AND WASTEWATER SY STF-MS
DEVELOPMENT CONSULTINI i + FEASIBILITY REPORTS ♦ COMPLMER AIDED DESIGN + CONSTRUCTION PLANS

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---
REASoH FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
E-2) BUSY
E-4) NO FRCSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G, Ross, Jr., Secretary
Date: 5/%9I06 No. of Pages: 3 (Incl, Cover)
To: Tim Stewart From. Paul Bartlett
Company: Parker & Assoc. Water Quality Section - Stomnwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 060347
Project Name: Meadowview Elem, Sch.
MESSAGE:
Tim,
A Request for Additional Information is attached forthe subject project. The original will
be mailed to Mr, Hudson, and a copy will be mailed to you.

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G. Ross, Jr., Secretary
Date: 5E 106 No. of Pages: 3 (Incl. Cover)
To: Tim Stewart From: Paul Bartlett
Company: Parker & Assoc. Water Quality Section - Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 060347
Project Name: Meadowview Elem. Sch.
MESSAGE:
Tim,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Hudson, and a copy will be mailed to you.
ENBlptb: S:IWQSISTORMWATERIADDINF0120061060347.may06
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

bUK),
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Q 'C
ar
May 23, 2006
Mr. Jeffrey L. Hudson
Assistant Superintendent
Onslow County Board of Education
P.O. Box 99
Jacksonville, NC 28541
Subject: Request for Additional Information
Stormwater Project No. SW8 060347
Meadowview Elementary School
Onslow County
Dear Mr. Hudson:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
,North Carolina Department of Environment and Natural Resources
Alan %ir. Klimek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received a Stormwater Management Permit Application for
Meadowview Elementary School on May 15, 2006, for review on May 19, 2006. A preliminary
review of that information has determined that the application is not complete. The following
information is needed to continue the Stormwater review:
Please dimension e b ildings and parking areas on Sheet C-2.
2. Please provide P - to ped calculations that include the:<cuSrboutlet system
�piping; and s' i a d TSS removal efficiency for the ntry units. As
E/47/�6 ftV a suggesti y want t dyJb� yancac urlatj,prt,for theLLDy r nits
Please be ised that since wee reviewing collection and treatment systems
n for a high density pocket in the parking/roadway areas, an additional $2,000.00
G��'J�rpf of fee is required ($4,000 Express fee for high density treatment systems
reviews).
. Please clarify the underdrain piping in the Pipe O area. Is it routed around the
.Vort Sentry unit?
�--� Please clarify the longitudinal slope for Swale 13. The spot elevations given
S5/$6 tT7� seem to indicate a slope of about 0,006 instead of 0.02 given in the supplement.
✓cA.-J p 3
1 6. Please provide a separate operation and maintenance (O&M) agreement for the
(J ✓ Vort Sentry units. O&M measures recommended by the vendor are acceptable.
�y3to Please attach an original, signed, dated, and notarized sheet to the agreement
that is similar to page 3 (following Item 6) of the agreement already submitted.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to May 31, 2006, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
O
NorthCarolina
✓� atura!!�
North Carolina Division of Waler Quality I27 Cardinal Drive Extension Wilmington, k 28405 Phone [phone] Customer Smice
Wilmington Regional Office Internet %vw'ti'.ncwate qualit,..orx Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

Mr: Jeffrey L. Hudson
May 23, 2006
Stormwater Application No. SWB 060347
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
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].
Sincefely,
Paul T. Bartlett, P.E.
Environmental Engineer
ENBlptb: S:IWQSISTORMWATERIADDINFO120061060347.may06
cc: Timothy M. Stewart, P.E., Parker & Associates, Inc.
Paul Bartlett

05/16/2006 16:18 4553441
PARKER & ASSOCIATES PAGE 01
Post -It° Fax No(te� A 7671 Data 5. j 6 -G
To r� J d A 1.��� y S Frum TjnA
Go./Dept, v/(� _ Co, III��F
Phone k Phon i p
Fax n 5s b Fax
�0 ATF,gQ
,a 9
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May 11, 2006
Onslow County Board of Edu cation
Mr. Jeff Hudson, Asst. Superir tendent
PO Box 99
Jacksonville, NC 28540
S Z 4f
Mint r r� o rt- f� 4-6
pus c fNQMr r rPe) r� P1114 L R
Fort- rk-vt etA--, r fftf wq::k—
N�
Michael F. Fancy, Govcrnar_�
William G. Ross Jr., Secretary
North Carolina.Deparmenr of Environment and Natural Rcaources
Subject: Request for ;state Stormwater Management Permit Application
Meadowview Elementary School
Stormwater Project No. SW8 060347
Onslow Cour ty
Dear Mr. Jeff Hudson:
Alan W. Klimek, P.E. Director
Division of Water Quality
RECKI
M AY 1 6 2006
PARKER
On March 27, 2006, the Wilmington Regional Office received a copy of an Erosion Control Plan for the subject
project. The North Carolina Administrative Code requires any project that must receive either Sedimentation and
Erosion Control Plan approval and/or a CAMA Major permit to apply for and receive a Stormwater Management
y :.�vi ITSIt_rf;r,-Jiff rnf:e it of the required
permit, will constitute a violatio n of 15A NCAC 2H.1000 and may result'in appropriate ey this
Office.
Either a Stormwater Permit P pplication Package including 2 sets of plans, completed application form, fee, and
supporting documentation, or i written response regarding the status of this project and the expected submittal
date must be received in this C►ffice no later than June 11, 2006. Failure to respond to this request may result In
the initiation of enforcement action, and construction may experience a subsequent delay.
The NPDES 010000 Federal Ir tormwater Permit that accompanies the Erosion Control Plan approval letter must
NOT be considered the Coast,I Stormwater Management Permit, which will be signed by the Water Quality
Supervisor. Please reference the Project Number above on ail correspondence. If you have any questions,
please call me at (910)-796-7215. or email me at [e-mail].
Sincerely,
4D
Linda Lewis
Environmental Engineer
ENB/arl: S:IWOSISTOF:MWATISTORMSUB1060347.Mar06

STORMWATER NARRATIVE ON
MEADOWVIEW ELEMENTARY SCHOOL r�V�
4,y C)
The Meadowview Elementary School is proposed to be located on a 30.4 acre
tract at the corner of Pony Farm Road and Firetower Road in Onslow County. The
runoff from this site flows to an unnamed tributary to Blue Creek, which is classified SC
NSW. The project is proposed to be built under the Low Density Option of the State's
Stormwater Rules. The project built -upon area is 26.8% with an allowable 30% for this
drainage basin.
Stormwater runoff from the paved drives and parking areas will flow through
Curb Outlets and 5:1 grassed swales with a minimum length of 100 feet prior to
intersecting other drainage swales and tieing to existing swales. The roof drainage from
the building will be piped to flow thru 5:1 grassed swales prior to tieing to other swales.
Vortsentry stormwater treatment units have been provided to treat the runoff
from the parking lots prior to discharging to the 5:1 grassed swales.
For additional information, see the plans and the permit application and
supplement forms.
c3:TMS.Meadowview.narr.3.8.06

a
PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street + P.O. Box 976
Jacksonville, NC 28541-0976
[phone] + Fax: [phone]
OVERNIGHT UPS
Mr. Paul Bartlett
NCDENR-Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
1:1:9
Dear Mr. Bartlett:
May 12, 2006
MAY 15 2006
Meadowview Elementary School
Onslow County, North Carolina
Express Stormwater Submittal
A4/ A�wu
i 9 -Cid
Enclosed for your review and approval are the following items contai d in this _
Stormwater Permit Submittal Package for the above referenced protect: !oe- t-�
1. Two (2) set of Plans (Sheets C-2, C-3, and C-5). � e A.., — 5-4
2. One (1) original and one (1) copy of the Stormwater Permit Application, Low
Density Supplement and Curb Outlet Supplement.
3. Two (2) copies of Stormwater Narrative.
4. One (1) Stormwater Delineation Map.
5. One (1) check in the amount of $2,000.00 for the Application Fee.
Per your requirement, I have added Vortsentry stormwater treatment units to help
treat the stormwater runoff from the parking lots.
xc: Mr. Bill Lawrence
Mr. Jeff Hudson
CF (P), LAM
TMSlkde
c3:TMS. Bartlett. meadview.5.11.06
Very truly yours,
PARKER & ASSO AT S, INC.
Timothy M. S w rt, .E.
EMAIL ADDRESS: TExT MESSAGES TO: paitextra),bizec.rr,com MAPS AND PLANS TO: paidraftnbizec.rr.com
+ ENVIRONMENTAL ENGINEERING + STORMWATER, WATER AND WASTEWATER SVSTEt*IS
+ FEASIBILITY AND DEVELOPMENT CONSULTING + GLOBAL POSITIONING SURVEYS + SUBDIVISION AND CONSTRUCTION PLANS

dnsiow County Schools Administrative Unit NO.
903657
Pumas
P.O,. Sox 9 9 Jacksonville, N. C. 28 5 J 1 0099 LOCAL FUND GENERALEXPENSE VOUCHER VOID AFTER ONE YEAR 03�17�0&
WACHOVIA BANK OF NORTH CAROLINA AMOUNT OR PAYEE ALTERATION V Q)(QS THIS DOClJMD4T
C JACKSONVILLE,N.EAU
11
PAY: **.*
EXACTLY *2 , 000 :DOLLARS.`AND: NO CENTS wiuR ���'y R� iy aii"�� Tvo:cwdls u■R ttzo >zrRa rczwa'zrRa; uta
k.. _�_ i 3�_ . )._ _3
NC DENR <. "
THIS DISBURSEMENT HAS BEEN APPROVED AS REQUIRED
TO '; BY THE SCHOOL BUDGET AND FM .CONTROL .ACT.
RALE MAIL C 27699RVICE CENTER -
THE RALEIc}E, Nc. z rss9=1so6 G�
ORDER Q
OF
SCHOOL FINANCE OFFICER

�WR bUD34--1 MDVlev� EIfM SC1noo1

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
May 1 1, 2006
Onslow County Board of Education
Mr. Jeff Hudson, Asst. Superintendent
PO Box 99
Jacksonville, NC 28540
Subject: Request for State Stormwater Management Permit Application
Meadowview Elementary School
Stormwater Project No. SW8 060347
Onslow County
Dear Mr. Jeff Hudson:
On March 27, 2006, the Wilmington Regional Office received a copy of an Erosion Control Plan for the subject
project. The North Carolina Administrative Code requires any project that must receive either Sedimentation and
Erosion Control Plan approval and/or a CAMA Major permit to apply for and receive a Stormwater Management
Permit by the Division of Water Quality. Any construction on the subject site, prior to receipt of the required
permit, will constitute a violation of 15A NCAC 2H.1000 and may result in appropriate enforcement action by this
Office.
Either a Stormwater Permit Application Package including 2 sets of plans, completed application form, fee, and
supporting documentation, or a written response regarding the status of this project and the expected submittal
date must be received in this Office no later than June 11, 2006. Failure to respond to this request may result in
the initiation of enforcement action, and construction may experience a subsequent delay.
The NPDES 010000 Federal Stormwater Permit that accompanies the Erosion Control Plan approval letter must
NOT be considered the Coastal Stormwater Management Permit, which will be signed by the Water Quality
Supervisor. Please reference the Project Number above on all correspondence. If you have any questions,
please call me at (910)-796-7215, or email me at [e-mail].
Sincerely,
Linda Lewis
Environmental Engineer
ENBlarl: S:IWQSISTORMWATISTORMSU81060347.Mar06
cc: Onslow Building Inspections
Parker and Associates
Wilmington Regional Office File
Central Files
No iICarolina
ARirra!!y
North Carolina Division of Water Quality - 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Intemet: www.ncwatercrualitv.ork Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycledll0% Post Consumer Paper

I B p 050101.1200S 18:25 4553441 PARKER & ASSOCIATES
1�0�id �• y
PARKER & .ASSOCIATES, INC.
Consulting Engineers '.Land Surveyors - Land Planners
306 New Bri age Strect + F.O. Box 976
Jacksor ville. NC 28541-0976
(910) 455-2L 14 + Fax: [phone]
FACSIMILE TRANSMISSION COVER SHEET
TO:
COMPANY:
FAX # :
DATE:
FROM: Timo#h .M.. aIeuwacrr r.�.
Dwo— W —
RE: rM Okuw V( C v' Et-L"I'h
PAGE 01
FXD
5'rap,irlg Horiyo s
FAX *910) 455.3441
REMARKS: Q19vt �-
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- I r~_, TNLP wA� ILO S f 11L � �orat I i � r taAf r
NUMBER OF PAGES (INCLLJ DING THIS SHEET):
ORIGINAL TO FOLLOW BY IMAIL: YES: NO:
WE REQUEST THAT YOU CONFIRM RECEIPT: YES: `� NO: -
C0PlF111ENr1A0 Y
rh(min Formation contain edinthis facsimireisprivileged and confdential,irtrendeionlyfor the use ofthe addressee. !f!hereaderIsno theintanded
recipiert, you are hereby noti fled that ani • use is strictly prohibited. if you have received this facsimile in error, please fmmedla tely notify the sender
Is -
by telephone and return the orruinal to t re sender At tha Above+ addross. thank you.
C1,F0RMS.PAf2KER_TMS"FAX.
r
ENVIRONMENTAL E1yGIN1:E1 1NG STORAI-WATER MANAG ;,$fir': �> K'AT 11R AND s R SYSTEMS
DEVELOPMENT CONSULTIti ; . I'E,iSIHILITY REPO T';, �OMPLr1-CR ASroFi7 D�S1GN + CONSTRUCTION PLANS

05/01/2006 18:25 4553441
PARKER & ASSOCIATES PAGE 02
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05/01l2006 18:25 4553441 PARKER & ASSOCIATES
curt ai I = lG GCJI+mI'iiONS.
PAGE 03
T'EMMR.AR (FORTIFIED ROCK CHECK DAM
.NOT TO SCALE
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Contech.
2_ The Vortsentry unit is a precast
concrete rnanhole structure With
prefabricated aluminum components.
B. Adjust manhole frame and .cover
to match finished grade.
4. The Vortsentry unit shall be .
installed per manufacturer's
recorr mendatfons.
VORTSENTRY .
STC WWATER TREATMENT
SYSTEM DETAIL
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hitp:Hwww.topozone.com/print.asp?z=18&n=3850626.54459074&e=268950.425181848&., . 5/22/2006

04/13/2006 15:16 4553441 PARKER & ASSOCIATES
PARKER & ASSOCIATES, INC.
Consulting Eneneers - Land Surveyors - Land planners
306 New Bridle Street + P.O. Box 976
Jacksonv 11e, NC 28541-0976
[phone] + Pax, [phone]
FACSIMILE TRANSMISSION COVER SHEET
PAGE 02
FXD�-Z
shaping xoriz�
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FAX #[phone]
TO:
COMPANY:
FAX#;
DATE: ��¢ j� I L I Z� to o
FROM;_ Vmothy M. Ste, vart�P.X.
RE: IM L OW f/fy �1 s G o L
REMARKS:_ nL S c f [�-' N 7o !C:rE �-qA--r T( p (4 GWR 7
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CONFMENTMLr Y
The Intormetlon contained In this facsimile Is prl •llapod and corrRdendal, Intended only for the use of the addhm"w Nthe mader is not the intended reUpfant
you are hereby notMed that any use is strictlyprol 0119d. if you have raceNed this facalmife in error, plea" immodlamly noM the sgndarby telephone and raturn
the orfglnel to the sender at Eha above address, rhank.you.
ENWRONMfiNTAL ENG11NEE.R; NG + STORM WATER MANAGEMENT ♦ WATER AND WASTEWATER SYSTEMS
DEVELOPMENT CONSULTING • FEASIBELITY REPORTS • COM7U'TER AIDED DESIGN • CONSTRUCTION PLANS

04/13/2006 15:16 4553441 PARKER $ ASSOCIATES PAGE 03
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04/13/2006 15:16 4553441 PARKER & ASSOCIATES PAGE 01
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PARKER. & ASSOCIATES, INC. Shaping Horxzar
Consulting Engineers - Land Surveyors Land Planners
306 New Bridge Street P.O. Box 976
.1 �.,'.''�'•.
dacksaiiville, NC 28541-0976 •, .. ,,., ,?``;;..,,`';
(910) 455.2-14 * Fax: [phone]
FACSIMILE TRANSMISS1014 COVER SHEET FAX [phone]"1
TO:
COMPANY: PVV
FAX# V,(�
DATE: rLrL. (3 Z U a L
FROM: Timo#h M. S1owart P.E. 4 4cf
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C0NF7DEN71A1LITY
The information contained in this facsimJ 'e is privileged and confldential, intended only for the use of the addressee. If the reader is not the intended
recfplent, you are hereby noflfied thatanY use fs strictly prohihit@d. If you have recehred this facsimile in error, please immediately notify the sender
by telephone and return the original to V re sender of the above address. Thank you.
C! .FORMS.PARKER.TMS.FAIL
ENVIRONMENTAL ENGINEERING * STO&M WATER MANAGEMENT . WATER AND WASTEWATER SYSTEMS
DEVELOPKENT CONSULTIN, 3 * FEASIBILITY REPORTS * COMPUTER AIDED DESIGN * CONSTRUCTION PLANS

04/13/2006 15:16
4553441
PARKER & ASSOCIATES
PAGE 04
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03/10/2@0G 11:34 4553441 PARKER & ASSUC191ES
RA
blCDENR
Nori,� Carolina Department of Environment and Natural Resources
127 Cardin a1 Drive, Wilmington NC 28405 [phone] FAX [phone]
Request for Express Permit Review
FILL -OW all Information below and CHECK required Permlt(s).
FAX or email to Cameron. We; iventa-ncmall.net along with a narrative and vicinity map of the project location.
Projects must be submi `fed by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name JC�1�`tzt�>'un5� -SfrSTRr�! r Syfrxrri?�NG�N {
Company oplj cow V U.'( y 60 F(1 kC j 11 rJ _
Address P- 0- 50( 99 _ CitylState Jlt--K rW vi L(E Zip z 8 5 +1 County oluScv w
Phone �91 v - q-S S- Z -6 11 Fax _ Email
PROJECT Name— _04 arlo0U, ) Ul R"em M rfI7Y SC!%o L
PROJECT SYSTEM(S) TRIBUTARY -1-0rrt(-I� (STREAM NAME) wlfl L F 0,4V-_ RIVER BASIN
ENGINEERICONSULTANT _ 7rry o—f ray 1N1. STD v,6)L-r _
Company Pi�tpri.-
Address Our, 9 `7 6 City/State'-dlYWON VIC(F Zip Zf S-1-1 County OI S(.P W
Phone ��(Q.±Ss- Z ` `l Fax
State or stational Environmental Po i'Cy Act (SEPA, NEPA) - EA or EIS Required ❑ Yes 2,No
❑ STREAM ORIGIN Der..,Rion;
O STORMWATER w De` nsityy r ❑ High Density -Detention Pond ❑ High Density -Other
Wetlands MUST be addreuw Low Densit -Curb & Gutter Hi h Densi -Infiltration ❑ off site
_..— ❑ Y ❑ 9 tY
❑ COASTAL ❑ Excav_ition & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑'Upland Development ❑ Manna Development ❑ Urban Waterfront
❑ LAND QUALITY ❑ Erosic it and Sedim tatio Control Plan with acres to be disturbed.
WETLANDS (401) Wetlands :in Property Y ❑ No Isolated Wetlands on Property ❑ yes ❑ No
Check all that a oniy Wetlan, is Will Be I pact d ❑ Yes [�No Wetland Impacts: Acre(s)
Wetlands :)elineation has been completed [�J/1(es ❑ No ❑ Buffers Impacted: Acre(s)
USA COE',Ipproval ofDelinoation completed ❑ Yes M No
404 Applic: ition in process w1USACOE []Yes [:]No 1 Permit received from USACE ❑Yes ❑No
f' 401 Applic,, tJon required ❑Yes ❑ No if Yes, ElRegular ❑ Express
Additional fees not to exceed 50% c i,i the original Express Review permit application fee, may be charged for
subsequent reviews due to the insuAlclency of the permit applications.
SUBMITTAKDATES
SW N
CAMA
LQS
401
For DENR use only
Fee �:plit for multiple permits;
Total Fee Amount $

03I10/200G 11:34 4553441 PARKER & ASSOC14JES PAGE 03
STORMWATER NARRATIVE
MEADOWVIEW ELEMENTARY SCHOOL
The Meadowvi::w Elementary School is proposed to be located on a' 30A acre
tract at the corner of i -ony Farm Road and l=iretower Road in Onslow County. The
runoff from this site flaws to an unnamed tributary to Blue Creek, which is classified SC
NSW. The project is proposed to be built under the Low Density Option of the State's
Stormwater Rules. TI e: project built -upon area is 26.8% with an allowable 30% for this
drainage basin.
ak s Stormwater rurioff from the paved drives and parking areas will flow through
Curb Outlets and 5:1 ;Irassed swales with a minimum length of 100 feet prior to
intersecting. other drainage swales and tieing to existing swales. The roof drainage from
the building will be pig ed to flow thru 5:1 grassed swales prior to tieing to other swales.
For additional i iformation, see the plans and the permit application and
supplement forms.
c3:TMS, Meadowview.narr, cJ.15.06

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CONTOURS AND ELEVATIONS
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FCATHERINE
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795, Pg. 44
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a�a ,�;r1812��6 11:�a 45534a1 PNPKEP. -0 4SSOCIATES' PAGE R1
1� FXD
1 It
gum PARKER & .ASSOCIATES, INC. Shaping Horiz,.ha
Consulting Engineers - Land Surveyors - Land Planners
306 New Bi idge Screet P.O. Box 9716
lacksv,,ville, NC 28541-0976
[phone] - Fax: [phone]
FACSIMILE TRANSMISSION COVER SHEET FAX #[phone]
TO: CIfiM HiUrl 4
COMPANY:
FAX # :
DATE: 1 u,
FROM: _Timothu 11_Y. Si,?wart, P.E..__
RE: fo��A1l(7W VI evv ( FIN • oL.
REMARKS: C .(
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st ot, lac U btL0 [.EIti,E -r-, SCf��'-fLE !iN
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NUMBER OF PAGES (INCLUDING THIS SHEET):
ORIGINAL TO FOLLOW BY VAIL:
YES:
WE REQUEST THAT YOU CONFIRM RECEIPT: YES:
N O: `l-I
NO:
GONFI0ENTIAL1TY
The information contained in this facslml n is prfvfinged and confidential, intended only for the use ofthe addressee. If the reader is not the Intended
reclplent, you are hereby notified that any use fs smctfy prohibited. ff you have received this facsimr7e in error, please immedlately notify the sender
by telephone and mrum the orfgfnal to tl nr sender at the above address- Thank you.
C 1.FORMS.PAFZKER_TMS.FAk
ENVIRONMENTAL ENGINE ]'RING - STORM WATER MANAGEMENT • WATER AND WASTEWATER SYSTEMS
DEVELOPMENT CONSU•LTISI; « FEASIBILITY REPORTS • COMPLETER AIDED DESIGN • CONSTRUCTION PLANS

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Meadowview Elem Sch - Tim Stewart, PAI
Subject: Meadowview Elem Sch - Tim Stewart, PAI
From: Paul Bartlett <[e-mail]>
Date: Mon, 03 Apr 2006 15:28:28 -0400
To: [e-mail]
CC: Linda Lewis <Linda.Lew] s@ncmaiLnet>, Robert Gordon <[e-mail]>, Cameron
Weaver <[e-mail]>
Tim,
As we discussed today, Rob and I met with Linda Lewis on 3/24 to discuss the type of
permit for the school's application. It was agreed that a pocket of high density
exists involving the parking areas in the center of the property. Generally, we
consider a high density pocket when built -upon area is approximately 10 percentage
points above the definition of low density or approx 40% BUA for a HD pocket in this
case. You can spread the parking areas to avoid creating a HD pocket, but our
preferred approach is an engineered BMP since school expansions quickly make school
sites high density anyway.
Treatment options for the HD pocket that we discussed with Linda on 3/24 and with you
today include: (a) hydro -dynamic device (we will waive the PEP monitoring
requirements but an O&M agreement will be required); (b) sand filter; (c)
infiltration, and•(d) bioretention.
Call me if you have further questions.
Paul T. Bartlett, P.E.
Stormwater Express Permitting
Wilmington Regional Office
[phone] (direct)
[phone] FAX
email: [e-mail]
1 of 1 4/3/2006 3:29 PM

03/10/2eoG 11:34 4553441 PARKER & ASSOCIATES PAGE 02
ATA
SWIM
Norl 61 Can]fina Department of Environment and Natural Resources
12-7 Cardin 3l Drtve, Wilmington NC 28405 [phone] FAX (910) 35G-2004
Request for Express Permit Review
it P
FILL -I 14 all Information below and CHECK required Pennit(s).
FAX or emall to Cameron. Wei wwOncmall.net along with a narrative and vicinity map of the project location.
Projects must be submi fled by 9.00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name J E-ff-fL'_-'f L- i-�+P S V M AlS 1' I S-rM T S0 Prt-I AI Tt=N 0 �7N
Company oNS(e.- C.vu.I {Y 601�4-n DP-`—EnkcIt--fl-N
Address P- v - 6L))( g 9 _T iviL(5 Couno/uSc� w CitylState �n
Phone _91 u - 4-5 5- Z 2 11 Fax Email
PROJECT Name��MnlL1 V (E� Clemm
PROJECT SYSTEMS) TRIBUTARY'IO RLAtc- ch�7r-t
ENGINEERICONSULTANT cid
Company PPqLl'P't- + i' fv'C
Address i? u• (3� x 9 -7 6
Phone 110 - ,+ a - 4 11 T Fax
IV-
SCf'�o l✓
STREAM NAME) w1-LEF ?AJ4- RIVER BASIN
City/State • &242NyfLc F Zip 7-8 s-t-1 County_o[f co w
u- +SS - 3If 4f Email PA, TENT C g12FZ• i 7 Cam
State or National Environmental Po l'cy Act (SEPA, NEPA) - EA or EIS Required ❑ Yes No
❑ STREAM ORIGIN Detennini on; # of stream calls; Stream Name
STORMWATER Eruivv Density ❑ High Density -Detention Pond ❑ High Density -Other
Wetlands MUST be addressed bel ow ❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
❑ COASTAL ❑ Excav Mion & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Uplani I Development ❑ Marina Development ❑ Urban Waterfront
❑ LAND QUALITY ❑ Erosic li and Sedimentation Control Plan with acres to be disturbed.
WETLANDS (401) Wetlands ,in Property [(Yes ❑ No Isolated Wetlands on Property ❑ yes ❑ No
Check all that annly Wetlan is Will Be Impacted ❑ Yes [YNo Welland Impacts., Acre(s)
Wetlands :)elineation has been completed [`Yes ❑ No ❑ Buffers Impacted: Acres)
USACOE , tpproval of Delineation completed ❑ Yes r2"No
404 Applic, ition in process w1USAC0E ❑Yes ❑No I Permit received from USAGE Oyes ❑No
401 Applic,lion required Dyes []No if Yes, ❑ Regular ❑ Express
Additional fees, not to exceed 50% c d the original Express Review permit application tee, may be charged for
subsequent reviews due to the insu,ficlency of the permit applications.
For DENR use only
SUBMITTAL DATES: Fee :split for multiple permits:
SW $
CAMA $ _
LQS $ _
401 $ Total Fee Amount $

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. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Onslow County Board of Education
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Jeffrey L. Hudson, Assistant Superintendent
3. Mailing Address for person listed to item 2 above:
P.O. Box 99
City: Jacksonville State: NC Zip: 28541
Telephone Number: 910 . 455-2211
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Meadowview Elementa School
5. Location of Project (street address):
Intersection of Ponv Farm Road and Firetower Road
City: County: Onslow
6. Directions to project (from nearest major intersection):
From intersection of Hwy 24 & Hwy 111, Go South 2.8+1- miles, turn right on Pony
Farm (SR 1212). Go 2.4 miles to intersection with Firetower Road (SR 1211), project is
on Southwest sl e o lntersectlon.
7. Latitude: Ly3d° 46' 18.3" Longitude: ° of project
8. Contact person who can answer questions about the project:
Name: Telephone Number: Alf)) 45-5-2414
II. PERMIT INFORMATION:
I. Specify whether project is (check one): X New Renewal Modification
Form SWU-I01 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 and its issue date (if known)
3. Specify the type of project (check one):
X Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major Sedimentation/Erosion Control _404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Curb outlets with grassed 5:1 swales from parking lots and drives. Playing fields
will drain to grassed swales.
Whiten nalr
2. Stormwater runoff from this project drains to the
3. Total Project Area: 30.4 acres
5. How many drainage areas does the project have?.
1
River basin.
4. Project Built Upon Area: 28.6
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.
�13 to nf[trmat[nn
ft11L, , „ �t ;
Ili a re r
t_ g � is
't T fafn e e a
,. _ _ y;:�., ,
Receiving Stream Name
UNT to Blue Creek
Receiving Stream Class
C NSW
Drainage Area
30.4 AC
Existing Impervious* Area
SF
Proposed Impervious *Area
378,181 5F
% Impervious* Area (total)
8.6.
cnPe„t�o�zs�5t�rfat N
"'" e a ;
��ag`Are�.e��aiageP!a�"fi
On -site Buildings
104,308 SF
On -site Streets
0
On -site Parking & Drives
6 SF
On -site Sidewalks
0 08 SF
Other on -site
Off -site
Total: 378,181 SF
Total:
` Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.

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.
Initials s
• Original and one copy of the Stormwater Management Permit Application Form �f
• One copy of the applicable Supplement Form(s) for each BMP S
• Permit application processing fee of $420 (payable to NCDENR) tt000 J:oN-Ift-rq? _r1m
• Detailed narrative description of stormwater treatment/management _ -��► j
• 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): PARKER $ ASSOCIATES, INC.
Mailing Address: P.O. BOX 976
City: JACKSONVILLE
Phone: [phone]
VIII. APPLICANT'S CERTIFICATION
State: NC
Fax: ( 910 ) 455-3441
28541
I, (print or type name of person listed in General Information, item 2) J E f-F-1"E� LE [� H p So N
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000.
Signature: , S,�A Date: 3 4 -v �
Form SWU-101 Version 3.99 Page 4 of 4

Permit No.
(to be provided by DW&
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
CURB OUTLET SYSTEM SUPPLEMENT
FOR LOW DENSITY DEVELOPMENT WITH CURB AND GUTTER
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, a
curb outlet system supplement, a low density supplement, design calculations, and plans and specifications
showing all stormwater conveyances and curb outlet details.
I. PROJECT INFORMATION
Project Name: Meadowview Elementary School
Contact Person: Timothy M. Stewart, P.E.Phone Number: 91 455-2414
Curb outlets to (check one): )( Swale 0 Vegetated Area
II. REQUIRED ITEMS CHECKLIST
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
TM 5
�M S
TM S
Curb outlets direct flow to a Swale or vegetated area.
b. Swales or vegetated areas receiving curb outlet flow are designed to carry, at a minimum,
the peak flow from the 10-year storm.
c. Flow velocity is non -erosive for peak flow from the 10-year storm event.
TM S d. Longitudinal slope of the swale or vegetated area does not exceed 5%.
TM S e. Side slopes of the Swale or vegetated area are no steeper than 5:1 (horizontal to vertical).
rM S f. Length of Swale or vegetated area is ? 100 feet.
TM S 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).
N A TIIV S h. Swales are located in recorded drainage easements.
iN NoTPS rti PLAN
_ _60 5 i. Grass type(s) for permanent vegetative cover specified oR-detail.
<0 S j. Swale detail provided on plans.
Form SWU-105 Ver 3.99 Page 1 of 3

M. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table I and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual.
Table 1. Swale Design Information
Swale
D'Me�Kglffifff,�d
- " 7�
U,
M, rew.(acyj
- -9, 7 m
rvA
r
, 31�
r'g s W
T-
EMMA
�Mllow
10D, -f-t-
2
3
4
5
6
7
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
Form SWU- 105 Ver 3.99 Page 2 of 3

M. CURB OUTLET SYSTEM MAINTENANCE REQUUREMENTS
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 party.
Print Name and Title:Jeffrey L. Hudson, Assistant Superintendent
Address: PO BOX 99, Jacksonville, NC 28541
Phone: [phone]
Signature:
Date: 3' 16_D b
Note: The lejally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
1,0 10 1 0_ a Notary{�Public for the Stat of 1 `l0�}0Q Co.l 1 � I , County of
do hereby certify that ir` f SO { i personally appeared before me this f 1p
day of Q TC ! x(o , and acknowledge the due execution of the forgoing infil tion basin maintenance
requirements. Witness my hand and official seal, Qj±11
1Jljee��elCi 1 (J.�QI
b
P S
� W.
• b
op
'•,,�0 .......•
.,,� COu,811112901 ,.•�`
My commission expires Oc ' 25, _ "'
Form SWU-105 Ver 3.99 Page 3 of 3

Permit No.
(to be provided by D WQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in 15A NCAC 2H .1005 through .1007.
I. PROJECT INFORMATION
Meadowview Elementary School
Project Name :
Contact Person: Timothy M,.,Slewart,P.F_. Phone Number: ( 910) 455-2414 _ _
Number of Lots: NIA Allowable Built Upon Area Per Lot*: NIA
*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.
II. BUILT UPON AREA
See the Stormwater Management Permit 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 project area above Mean High Water. Wetlands 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 surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, 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.
Form SWU-104 Rev 3.99 Page 1 of 2

(SA x_DF) - RA - OA = BUA
No. Lots Lot
Calculation:
Total Proposed Project Built Upon: 378,181 SF or 8.68 AC
Total Site area = 30.4 Acres
B.U. % = 8.68 AC - 28.6%
30.4 AC
III. REQUIRED ITEMS CHECKLIST
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
TM S a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
N Tµ S 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.
�M S c. Built upon area calculations are provided for the overall project and all lots.
N A ' S d. Project conforms to low density requirements within the ORW AEC (if applicable).
[I5A NCAC 2H .1007(2)(b)j
Form SWU-104 Rev 3.99 Page 2 of 2

03/le/2006 11:34 4553441 PARKER & ASSOCIATES PAGE 03
STORMWATER NARRATIVE
MEADOWVIEW ELEMENTARY SCHOOL
The Meadowvi.nw Elementary School is proposed to be located on a 30.4 acre
tract at the corner of Pony Farm Road and Firetower Road in Onslow County. The
runoff from this site flows to an unnamed tributary to Blue Creek, which is classified SC
NSW. The project is Iroposed to be built under the Low Density Option of the State's
Stormwater Rules. Tl• el project built -upon area is 26.8% with an allowal�le 30V
or this
drainage basin. �'�
Stormwater runoff from the p ed drives and parking a s will flow through
Curb Outlets and 5.1 ,Irassed swales with a mi —iimuW1 of 100 feet prior to
intersecting other drainage swales and tieing to existing swales. The roof drainage from
the building will be pitied to flow thru 5:1 grassed swales prior to tieing to other swales.
For additional information, see the plans and the permit application and
supplement forms.
c3:TMS.Meadovwiew_narr: c1.8.06

03/10/2006 11:34 4553441
PARKER & ASSOCIATES
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ROAD CLASSIFICATION
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Primary highway, Light -duty road, hard or
�rsj
hard surface ____� improved surface—.
Secondary highway,
hard surface_._. __—. Unimproved road .......
Interstate Route 0 U. S. Route State Route
. P9fL't1 PW OF
CAT14ERINE LAKE, N. C.
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DMA 5453 1 SE—SERM3 V842
I

03/10/2006 11:34
4553441
PARKER & ASSOCIATES
PAGE 05
kch C. Nelson
795, PQ. 44
RA Zorn
VAC* -it
TO RIC44LANDS
2
N
PONY FARM RD. 1
SR 1212 C
SITE
Nt� I
_..._ �..��.. — JACKSONVILLE —
''C-- TO WILMINGTON
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03/10/2006 11:34 4553441 PARKER & ASSOCIATES PAGE 01
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PARKER & .ASSOCIATES, INC. ��ping Hori�
Consulting Engineers - Land Surveyors - Land Planners 5
306 New B1 Hge Sum P.O. Box 976
Jackso.wille. NC 28541-0976
(910) 455-2;14 • Fax: [phone]
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The information contalnedin this facsiml. o Is prfvlleged and confidential, intended only forthe use afthe addressee. if the reader is not the intended
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C1.F0RMS.PARKER.TMS. FAX -
ENVIRONMENTAL ENGINE EKING + STORM WATER MANAGEMENT . WATER AND WASTEWATER SYSTEMS
DEVELOPMENT CONSULTIM; 4. FEASIBILITY REPORTS + COMPUTER AIDED DESIGN + CONSTRUCTION PLANS

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NCDENR
North Carolina Department of Environment and Natura
Division of Land Resources
James D. Simons, PG, PE
Director and State Geologist
Land Quality Section
Resources
March 27, 2006
LETTER OF RECEIPT OF EROSION CONTROL PLAN
Onslow Co. Board of Education
Mr. Jeff Hudson, Asst. Superintendent
PO Box 99
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Jacksonville, NC 28541
(,�_j I c, MAR
RE: Project Name: Meadowview Elementary School
Project ID: Onslo-2006-321
County: Onslow
River Basin: White Oak
Submitted By: Parker & Associates
Date Received by LQS: March 22, 2006
Plan Type: NEW
Dear Mr. Hudson:
S7 J
,55
2 7 24z
This office has received a soil erosion and sediment control plan for the project listed above which
was submitted as required by the North Carolina Sedimentation Pollution Control Act (G.S. 113A-57 (4)).
The Act requires that all persons disturbing an area of one or more acres of land must obtain approval
of a soil erosion control plan prior to the commencement of the land -disturbing activity (G.S. 113A-54(d) (4)).
The Act further states that this plan must be filed a minimum of 30 days prior to the activity and the approving
authority must approve or disapprove the submitted plan within 30 days of receipt. Failure of the approving
authority to approve or disapprove the submitted plan within the 30-day period will be deemed approval of the
plan.
Commencement or continuation of a land -disturbing activity under the jurisdiction of this Act prior to
the approval of an erosion and sediment control plan is a violation of the Act.
We have performed a preliminary review of your submitted plan and have determined that additional
information will be necessary before a final review can be completed. Enclosed is a checklist of items that
must be submitted before we can complete the review process. Failure to provide the additional information
may result in disapproval of your plan.
The approval*of an erosion and sediment control plan is conditioned on the applicant's compliance
with Federal and State water quality laws, regulations and rules.
If you have questions please do not hesitate to contact this office. Your cooperation in this matter is
appreciated and we look forward to working with you on this project.
Sincerely,
J rn�tM . Russell
Land Quality Section
cc: Tim Stewart, Parker & Associates
LQS-WiRO; SWS-WiRO
Wilmington Regional Office
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845 • Phone: [phone] FAX: [phone]
N

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
LAND QUALITY SECTION
EROSION and SEDIMENTATION CONTROL PLAN PRELIMINARY REVIEW CHECKLIST
PROJECT NAME_ DATE: 0(0
PROJECT NO.: —COUNTY: nsj�4,J
To expedite the approval process, a cursory review of your submitted Erosion and Sediment Control Plan application has been
made and has shown the need for additional information as s ecified below. To meet our review schedule, any additional
information should be received by this office no later than 10 00. Failure to meet this schedule may result in
disapproval of your plan.
The following items shall be incorporated tivith respect to specific site conditions, in an erosion & sediment control plan:
LOCATION INFORMATION
Project location (roads, streets, landmarks)
North arrow and scale
GENERAL SITE FEATURES (Plan elements)
Legend: North arrow, scale, etc.
Property lines
Existing contours (topographic lines)
Proposed contours
Limits of disturbed area (provide acreage total,
delineate limits, and label)
Planned and existing building locations and elevations
Planned & existing road locations & elevations
Lot andlor building numbers
Geologic features: rock outcrops, seeps, springs,
wetland and their limits, streams, lakes, ponds, dams,
etc.
Easements and drainageways
Profiles of streets, utilities, ditch6nes, etc.
StockpHed topsoil or subsoil locations
If the same person conducts the land -disturbing activity & any
related borrow or waste activity, the related borrow or waste
activit�constilute pan of the land disluro�ng activity unless the
borrow or vraste activity is regulated under the Iininq Act of 1071
or is a andfdI regulated b the ivision of `Naste h4anagement. If
the land- 3islur mg activity and any related borrow or waste activity
are not conducted by the same person, they 51hall be considered
separate land -disturbing aclMlies and must be permitted either
thru the Sedimentation Pollulbn Control Act as a one -use borrow
site or through the fvlining Act.
Required Army Corps 504 permit and �Nater Quality �01
cenification (e.g. stream disturbances over 150 linear feet)
EROSION CONTROL MEASURES (on plan_)
Legend
Location of temporary measures
Location of permanent measures
Construction drawings and details for
temporary and permanent measures rr-��
Maintenance requirements of measures 55, kA- t7f Qc
Contact person responsible for maintenance
SITE DRAINAGE FEATURES
Existing and planned drainage patterns (include off -
site areas that drain through project)
Method of determination of and calculations for
Acreage of land being disturbed
Size and location of culverts and sewers
Soil information: type, special characteristics
Soil information below culvert storm outlets
Name and classification of receiving :•rater course•e-
Ere--SfBrrr,:-r3{Bf
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Comments:
STORMWATER CALCULATIONS
Pre -construction runoff calculalions for each outlet
from the site (at peak discharge points)
Design calculations for peak discharges of runoff
(including the construction phase & the final runoff
coefficients of the site)
Design caics of culverts and storm sewers
Discharge and velocity calculations for open channel
and ditch flows (easement & right-of-ways)
Design talcs of cross sections and method of
stabilization of existing and planned channels (include
temporary linings)
Design talcs and construction details of energy
dissipators below culvert and storm sewer outlets
(diameters & apron dimensions)
Design talcs and dimension of sediment basins
Surface area and settling efficiency information for
proposed sediment traps and/or basins
VEGETATIVE STABILIZATION
Area & acreage to be vegetatively stabilized
Method of soil preparation
Seed type & rates (temporary & permanent)
Fertilizer type and rates
Mulch type and rates
NOTE: Plan should include provisions for groundcover on
exposed slopes within 21 calendar days following
completion of any phase of grading; permanent
groundcover for all disturbed areas within 21
calendar days following completion of
construction or development.
FINANCIAL RESPONSIBILITYIOWNERSHIP FORM
Completed, signed & notarized FRIO Form
Accurate application fee ($50.00 per acre rounded up
the next acre with no ceiling amount)
Certificate of assumed name, if the owner is a
partnership
Name of Registered Agent (if applicable)
Copy of the most current Deed for the site
NOTE: For the Express Permitting Option, inquire at the
local Regional Office for availability.
NARRATIVE AND CONSTRUCTION SEQUENCE
Narrative describing the nature & purpose of the
construction activity
Construction sequence related to erosion .and
sediment control (including installation of critical
measures prior to the initiation of the land -disturbing
activity & removal of measures after areas they serve
are permanently stabilized)
Bid specifications related only to erosion control

.f . ;,
Continuation of Erosion and Sedimentation'Control Plan Preliminary Review Checklist:
Project Name: Wadowview Elementary School
Project Number: Onslo-2006-321
1. Telephone number for DENR has changed, (1.A Construction Sequence). Please use 910-
796-7312.
2. Submit approved wetland delineation signed off by the Army Corps of Engineers.
3. Show the property lines. A smaller inset with the proposed development located will be
acceptable.
4. If tack is to be used to anchor mulch, give application rate.
5. Show catch basin protection on the E.C. plan.
6. If any dewatering activity is proposed, disclose this on the plans and show a stabilized
method for discharging the water.
7. Disclose where material is to be hauled off -site (#9, General notes).
8. Swale details should be site specific. Swales with standing water must be provided
groundcover in the bottom (rip -rap if necessary).
9. Plan shows rock check dam downstream of sediment trap, (ST 6, 12, 15, etc.). Clarify
whether these dams are to be installed in addition to the rock outlet of the trap.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, NC 28405 Phone: [phone] Fax: [phone]

P. 1
i COMMUNICATION RESULT REPORT ( AUG, 8.2006 10:10AM ) * -)�
TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RESULT
--------------------- PAGE
392 MEMORY TX -------------------
9-13016293747 OK - ----P. 16/16
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REASON FOR ERROR - -� - -------------------
E-1) HANG UP OR LI# FAIL E-2) BUSY---
—�, -
E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
Date: 8/8106
To: John Mosheim
Company: BaySaver
FAX #: [phone]
William G. Ross, Jr., Secretary
FAX COVER SHEET
No. of Pages: 16 (Incl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 060347
Project Name: Meadowview Elem. Sch.
MESSAGE:
John,
Attached are copies of the Permit, including Designer's Certification and O&M
Agreement (both part of Permit), and DENR's spreadsheet for confirming the Engineers
calculations, The spreadsheet includes relative efficiencies at rainfall intensities as we
discussed. Design storm (1"for Class SC receiving waters) and 85% Net Annual TSS
rammmi wfrin,Pnry for combined BMPs are the regulatory requirements. The Bay Saver

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
Date: 818106
To: John Mosheim
Company: BaySaver
FAX #: [phone]
William G. Ross, Jr., Secretary
FAX COVER SHEET
No. of Pages: 16 (Incl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 060347
Project Name: Meadowview Elem. Sch.
MESSAGE:
John,
Attached are copies of the Permit, including Designer's Certification and O&M
Agreement (both part of Permit), and DENR's spreadsheet for confirming the Engineer's
calculations. The spreadsheet includes relative efficiencies at rainfall intensities as we
discussed. Design storm (1" for Class SC receiving waters) and 85% Net Annual TSS
removal efficiency for combined BMPs are the regulatory requirements. The Bay Saver
required NA TSS removal efficiency will be 77% when followed by a swale at 35%
efficiency in order to provide-85% overall for the combined BMPs. Calculations are
based on 110 micron mean particle size (53-150 micron range for OK110 silica
gradatn) and 1 ", 30-minute storm event (above that amount bypasses hydrodynamic
dev)e',,
Paul T. Bartlett, P.E.
Stormwater Express Permitting
Wilmington Regional Office
125 Cardinal Drive Extension
Wilmington, NC 28405
[phone] (direct)
[phone] FAX
email: [e-mail]
ENBlptb: S:IWQSISTORMWATERILETTERS120061060347,aug06
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Fmployer

Wa r,!�RpG
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June 27, 2006
Mr. Jeffrey L. Hudson, Assistant Superintendent
Onslow County Board of Education
P.O. Box 99
Jacksonville, NC 28541
Subject: Stormwater Permit No. SW8 060347
Meadowview Elementary School
High Density Development
Onslow County
Dear Mr. Hudson:
Michael F. Easley. Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Mturaf Resources
Alan W. Klimek. P.E. Director
Division of Water Quality
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Meadowview Elementary School on June 23, 2006. Staff review of the plans
and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No.
SW8 060347, dated June 27, 2006, for the construction of the subject project.
Please note in particular the operation and maintenance requirements of Section 11.4 of the
permit.
This permit shall be effective from the date of issuance until June 27, 2016 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 sixty (60) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter,.piease
contact either Paul Bartlett or me at [phone].
Sincerely,"
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/ptb: S:1WQSISTORMWATERIPERMIT1060347.jun06
cc: Timothy M. Stewart, P.E., Parker & Associates, Inc.
Mike Morris, Onslow County Inspections
Paul T. Bartlett, P.E.
Wilmington Regional Office
Central Files
One
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✓l fahrrrr/!f
North Carolina Division or Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional office Intcmct: wuw.ncwater alitv.o Fax [phone]
An Equal ftorlunitylAffrmative Action Employer — 50% Recyded170% Past C rnecnn or p=nn•