HomeMy WebLinkAboutSW8020821_COMPLIANCE_20030124STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
DOC TYPE El CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
�7 COMPLIANCE EVALUATION INSPECTION
DOC DATE all'�
YYYYMMDD
a
INFILTRATION BASIN ANALYSIS
FILENAME: G:IDATAIWPDATAIWQSIINBASIN1020821.WK1
PROJECT NUMBER: 020821 DATE: 24-Jan-03
PROJECT NAME: First Citizens Bank Swansboro
DRAINAGE BASIN: White Oak REVIEWER: L. Lewis
RECEIVING STREAM: White Oak River CLASS: SA HOW
Index No.: If ORW, is site within the 575' AEC?
SITE AREA 1.225 acres DRAINAGE AREA:
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKING/ASPHALT
CONCRETE
Offsite
TOTAL
% IMPERVIOUS, 1=
ELEVATION OF SEASONAL HIGH WATER TABLE
REPORTED INFILTRATION RATE
SURFACE AREAS AND ELEVATIONS
Rational C
6100 1
15465 1
563 1
2144 1
Place a "1" here if Rational
Elev. (fmsl)
Area, sq ft
Inc. Volume
Acc. Volume
BOTTOM 10.5
3600
0
0
11
3600
1800
1800
12
3600
3600
5400
TOP 13
3600
3600
90p0
VOLUME I DEPTH / DRAWDOWN CALCULATION
DESIGN STORM, INCHES
DESIGN VOLUME
TOTAL VOLUME AVAILABLE
WEIR SET AT ELEVATION
STORAGE VOLUME AT 12.17
TIME TO DRAWDOWN
25 YEAR 24 HOUR STORM NIA
Intensity, i = .33 inches / hour
Qr=CiA=
Op through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6.3 inches 1 hour
Volume for 10 yr. 10 min. event =
CUBIC FEET
CUBIC FEET
FMSL
CUBIC FEET
SF
HOURS MUST BE <120
0.19 CFS
0.50 CFS Must be > Qr
2212.53 CIF < 9000 CF
COMMENTS
Volume and drawdown are (not) within Design Requirements.
❑�� Kimley-Hann
and Associates, Inc.
Fax Transmittal
To: Linda Lewis
Fax No.: (910) 350-2004
FirmfLocation: NCDENRMilmington Job No.: 011737018
From: Brian Michot, P.E. Date: December 4, 2002
Original coming by mail: Yes: No: x
If you have any problems. please call 919-677-2000 and ask for: Nikki Lord
Total number of pages. including cover sheet: 2
Comments:
DWQ #SW8 020821
P.O. Box 33069
RaI68h, North Csrolino
21636.3068
TEL 919 677 2000
FAX 919 677 2050
Ms. Lewis:
As per your email r ucst from today 12/04/02 we have attached tho calculations for the revised
BMP design Etr the First Citizens Flank site in Swansboro, NC.
Please contact me,ifyou nuLd anything else.
Thank You,
Brian Michot
(9�1.9) 678-4132
This facsimile is intended_for rhr. addressee named herein and rruey contain information that is confidential, tf
you are riot the intended rccipient or the employcc or regent responsible for delivery to the addressee, you are
hereby not fled that any review, dissemination, disclosure, or copying of this communicarlon is strictly prohibited.
If you have received this facsimile in error, please inunediately notify us by telephone, and return the original
facsimile to as at the address above via the U.S. Postal Service. Thank you.
Zoo/Too'd 6089#
iv�307-n3iidIx 9LT�GL9616 Zb:60 e0Ce, O'23Q
■ ■
■
INFILTRATION BASIN
Pro(ed Information
Project Name: First Citizens Bank
- Swansboro, NC
KHA Project 0:
011737018
Designed by:
aim
Date:
Revised by:
BJM
Date:
_08114/02
10/01 /02
Revised by:
BJM
Data:
10/21/02
Revised by:
Sim
Date:
11/25/02
Site Area
Sib Area (DA). 1.225 acres
Site lmpenrio�s Area (IA): 0.582 acres
SltePercent Imvervloua (1): 47.6 %
Basin Drainage 0ea Information
Sub Area Location:
On & Off Site
Drainage Area (DA):
0.698 acres ( 30396 ) sf
Impervious Area (IA):
0.557 acres ( 24272 ) sf
Percent Impervious (1):
�79.9�%
Solis Report
1 Soil Type:
Marvyn Series
Infiltration Rate:
6.0 in/hr =
0.500
it/hr
SHWT Elevation:
I
8.50 It
I
Basin Required Folume: (Simple
Method - prefored) Based on Drainage Area Information
Design Storm =
3.00 inches
Deterrnlne Rv Value--
0.05 + _009 (1) =
0.77
InAn
Volume Required=
5841 cf4
Basin Volume PiaWded
Total
Elevation Area
Volume
Volume
(ft) (sf)
(cf)
(cf)
Top:
13.00 3600
3600
9012
12.00 3600
3600
5412
11.00 3600
1812
1812
Bottom:
10.50 3600
0
0
(at least 2' above SHWT)
Storage Elevation =
12.17
Storage Depth =
Storage Volume Provided m
1.67 ft
6024
"
\A CA)9C
Side Slope =
_ _cf
2 :1
2O�QaFESat,
4
Is Volume Suf Iclent (yeslno)?
Y_ (
6024
>
Sul ) i SEAL
Basin Drawdown
Drawdown Time = total volume / Bottom Surface Area / lnflltration
3.3 hours, ( 0.139 ) days
less than 5 days (yes/no) ? yes
Z00/Z00'a 8089# 9LT68L96T6 e�:60 ZOOZ� b0'03Q
INFILTRATION BASIN ANALYSIS
FILENAME: G:IDATAIWPDATAIWQSIINBASIN1020821.WK1
PROJECT NUMBER: 020821 DATE: 16-Oct-02
PROJECT NAME: First Citizens Bank Swansboro
DRAINAGE BASIN: White Oak REVIEWER: L. Lewis
RECEIVING STREAM: White Oak River CLASS: SA HQW
Index No.: If ORW, is site within the 575' AEC?
SITE AREA 1.225 acres
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKING/ASPHALT
CONCRETE
Offsite
TOTAL
% IMPERVIOUS, 1= Lw79 �
ELEVATION OF SEASONAL HIGH WATER TABLE
REPORTED INFILTRATION RATE
SURFACE AREAS AND ELEVATIONS
DRAINAGE AREA:
FEET MSL
SF
INCHES/HOUR
or 0.000139 FPS
Elev. (fmsl)
Area, sq ft
Inc. Volume
Acc. Volume
BOTTOM 10.5
1905
0
0
11
2130
1008.75
1008.75
12
2610
2370
3378.75
TOP 13
3300
2955
6333.75
VOLUME 1 DEPTH 1 DRAWDOWN CALCULATION
DESIGN STORM, INCHES
DESIGN VOLUME
TOTAL VOLUME AVAILABLE
STORAGE MET AT ELEVATION
ELEVATION SPECIFIED ON PLAN
VOLUME AT 12.15
TIME TO DRAWDOWN
25 YEAR 24 HOUR STORM NIA
Intensity, i = .33 inches 1 hour
Qr=CiA=
Op through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6.3 inches 1 hour
Volume for 10 yr. 10 min. event =
CUBIC FEET
CUBIC FEET
FMSL
FMSL
CUBIC FEET
HOURS MUST BE <120
0.18 CFS
0.26 CFS
2026.48 CF <
COMMENTS
Volume and drawdown are (not) within Design Requirements.
Must be > Or
6333.75 CF
INFILTRATION BASIN ANALYSIS
FILENAME: G:IDATAIWPDATAIWQSIINBASIN1020821.WK1
PROJECT NUMBER:
020821
DATE: 26-Sep-02
PROJECT NAME:
First Citizens Bank Swansboro
DRAINAGE BASIN:
White Oak
REVIEWER: L. Lewis
RECEIVING STREAM:
White Oak River
CLASS: SA HOW
Index No.:
If ORW, is site within the 575' AEC?
SITE AREA 1.225 acres
DRAINAGE AREA:.
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKING/ASPHALT
CONCRETE
OTHER
TOTAL
% IMPERVIOUS, 1=
ELEVATION OF SEASONAL HIGH WATER TABLE
REPORTED INFILTRATION RATE
SURFACE AREAS AND ELEVATIONS
Rational C
6100 1
15999 1
563 1
2b62' C
Place a "1" here if Rational
RV= .05+.009 (1 ) =
FEET MSL
SF
;:. 6 INCHES/HOUR
or 0.000139 FPS
Elev. (fmsl)
Area, sq ft
Inc. Volume
Acc. Volume
BOTTOM 10.5
1120
0
0
11
1430
637.5
637.5
12
2120
1775
2412.5
TOP 13
2870
2495
4907.5
VOLUME 1 DEPTH ! DRAWDOWN CALCULATION
DESIGN STORM, INCHES
DESIGN VOLUME
TOTAL VOLUME AVAILABLE
STORAGE MET AT ELEVATION
ELEVATION SPECIFIED ON PLAN
VOLUME AT 12.15
TIME TO DRAWDOWN
25 YEAR 24 HOUR STORM NIA
Intensity, i = .33 inches 1 hour
Qr-CiA=
Qp through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6.3 inches 1 hour
Volume for 10 yr. 10 min. event =
CUBIC FEET
CUBIC FEET
FMSL
FMSL
CUBIC FEET
HOURS MUST BE <120
0.18 CFS
0,16 CFS
2021,69 CF <
COMMENTS
Volume and drawdown are (not) within Design Requirements.
Must be > Qr
4907.5 CIF
Er
Ln
M ;
m
if
�b'jrkstsge S 7 rt C
O D Ce"Med Fee /
3o
� Raturn Receipt Fee
�D iEndorsement Requi ' E •y
m +edl 1f JuLpHe—Iik
Restrloted Delivery Fee +- p Here
!Endorsementru Required} �j
Tbta! Paatege 6 Feea'
?.G�' ///
Bnto
street, A'r ivo.; f `' ' ,l ita a' dj
or PO Box N.
A�ri
■ Complete items 1, 2, and 3. Also complete
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(Transfer from
service !j
PS Form 3811, August 2001 Domestic Return Receipt 102595-02-M-0835
_ t
UNITED STATES POSTAL SERVICE First -Class Mail
Postage & Fees Paid
LISPS
Permit No. G-10
' Sender: Please print your name, address, and ZIP+4 in this box •
State of North Carona
DENR
127 Cardinal Drive-E t
Wilmington, NC 28405 (Aron: Bev)
'1 ��{:'.i!I?kitik�kE��IEI!i�el!Eeiie�EktcEliilk�cl!!!lE��!EEi!dlEti
■ Complete items t, 2, and 3. Also complete
item A if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
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UNITED STATES POSTAL SERVICE
First -Class Mail
F-ostage & Fees Paid
USPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
State of North Carolina
DENR
127 Cardinal Drive Ext.
Wilmington, ITC 28405 (Attn: Bev)
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 Duality
Wilmington Regional Office
July 29, 2002
CERTIFIED MAIL 7002 0860 0003 9550 8359
RETURN RECEIPT REQUESTED
Mr. Thomas B. Morris, Vice President
First Citizens Bank and Trust Company
Post Office box 27131
Raleigh, NC 27611 .
Subject: NOTICE OF RECOMMENDATION
FOR ENFORCEMENT
First Citizens Bank
Stormwater Project No. SW8 020718
Onslow County
Dear Mr. Morris:
This letter is to notify you that the Wilmington Regional Office of the Division of Water
Quality is considering sending a recommendation for enforcement action to the Director of the
Division of Water Quality. The recommendation concerns the violation of North Carolina General
Statute NCGS 143-215.6A(2); Failing to apply for or secure, and/or act in accordance with the terms,
conditions, or requirements of a permit required by NCGS 143-215.1. You have failed to apply for
a State Stormwater Permit prior to constructing impervious surfaces.
If you have an explanation for this violation that you wish to present, please respond in
writing to me within ten (10) days following receipt of this Notice. Your explanation will be
reviewed and if an enforcement action is still deemed appropriate, your explanation will be
forwarded to the Director with the enforcement package for his consideration.
By copy of this letter to the Building Inspector, this Office is requesting that the
Building Inspector consider withholding building permits and Certificates of Occupancy for
this project until this matter is satisfactorily resolved.
If you have any questions concerning this matter, please contact Noelle Lutheran at (910)
395-3900.
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS:Inml S:1WQSISTORMWATIENFLETR1020718.JUL
cc: Kimley-Horn and Associates
Richard Banks,, Swansboro Building Inspections
Matt Calahan, General Contractor
James Howard, First Citizens/Swansboro
Frank Holding, Jr., President
Wilmington..Regional-Office
Central Files VL
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 (910) 395-3900 Fax (910) 350-2004 Customer Service
800-623-7748
❑�❑ Kimley-Horn
and Associates, Inc,
August 5, 2002
t
Ms. Noelle Lutheran.
Environmental Tech V
Division of Water Quality
t27 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: Notice of Violation -- NCGS 143-215.6A(2)
First Citizens Bank — Main St., Swansboro, NC
Onslow Ccunty
KRA Ref: #011737018
NCDENR Stormwater Project No.: SW8 020718
Dear Ms. Lutheran:
11,,, .i n
.i
.AUG 12 2002 J,I
We are writing on behalf. of First Citizens Bank in'response to the Notice of
Recommendation for Enforcement letter submitted by 1VIr.-Rick Shiver; Water
Quality Regional Supervisor,'dated'7uly 29, 2002."The letter was -in `regards to a
notice of violation of the North.. Carolina General Statute NSBS 143-215.6A(2) for
the First Citizens Bank site located along'Hwy 24 in Swansboro, NC.
Thank you meeting with us on Friday (08/02/02) to discuss this issue. Based on this
meeting, we have begun taking action to obtain a stormwater permit as required by
NCGS 143-215.1.
We are currently working to have a soils test completed for this site and revising the
construction plans to reflect a stormwater facility per the guidelines set forth in the
"Stormwater Best Management Practices", NCDENR manual, April 1999.
Again we ivould like to thank you for your aid and attention to this matter; please
feel free to contact me at (919) 677-2000 with any questions or comments.
Sincerely,
KIMLEY-HORN AND ASSOCIATES, INC.
eter A. Bishop, P.E.
(H:1Pn1011737D181L NCDNER $tormwater Notice of VioiaUoc)
cc: Mr. Rick Shiver, NCDENR -'Water Quality Regional Supervisor'
Mr. Thomas B. Morris, First Citizens Bank -- Senior Vice Presideni
Mr. Richard Banks, Swansboro Building Inspections'
Mr. Matt Callahan, Carneal Downey — Vice President
■
TEL 919 677 2000
FAX 919 677 205D
■
P.O. Box 33068
Raleigh, North Carolina
27636.3D68
Kimley-Horn
and Associates, Inc.
August 5, 2002
Ms. Noelle Lutheran.
Environmental Tech V
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
FnA'U 6 12 2002
_----------- - ---------R_»__
P.O. Box 33068
Raleigh, North Carolina
27636.3068
Subject: Notice of Violation — NCGS 143-215.6A(2)
First Citizens Bank— Main St., Swansboro, NC
Onslow County
KHA Ref: #011737018
NCDENR Stormwater Project No.: SW8 020718
Dear Ms. Lutheran:
We are writing on behalf of First Citizens B'arik in response to -the Notice of
Recommendation for Enforcement letter subn-dtted by•Mr.• Rick Shiver; Water
Quality Regional Supervisor, dated. July 29, ,2002. The letter was in regards to a
notice of violation of the North Carolina General Statute NSBS 143-215.6A(2) for
- the First Citizens Bank site located -along Hwy 24 in Swansboro, NC.
Thank you meeting with us on Friday (08/02/02) to discuss this issue. Based on this
permit
meeting, we have begun taking action to obtain a stormwater as required by
NCGS 143-215. L
We are currently working to have a soils test completed for this site and revising the
construction plans to reflect a stormwater facility per the guidelines set forth in the
"Stormwater Best Management Practices", NCDENR manual, April 1999.
Again we would like to thank you for your aid and attention to this matter; please
feel free to contact me at (919) 677-2000 with any questions or comments.
Sincerely,
KIMLEY-HORN AND ASSOCIATES, INC.
eter A. Bishop, P:E: -
'(14:Tn10117370181L NCDNER.atormwater Notice of V iblatioa.doc)
,cc:... "Mr.; Rick Shiver, NCDENR_- Water Quality Regional'Supervisor�
Mr. Thomas B. Morris, First Citizens Bank — Senior Vice President
Mr. Richard Banks, Swansboro Building Inspections
Mr. Matt Callahan, Carneal Downey — Vice President
■
TEL 919 677 2000
FAX 919 677 2050
V.
.�i•State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
Division of Land Resources
Land Quality Section
Michael F. Easley, Governor
William G. Ross Jr., Secretary
P55'y�55
R�
July 22, 2002
NOTICE OF VIOLATIONS OF THE
SEDIMENTATION POLLUTION CONTROL ACT
CERTIFIED MAIL 7002 0460 0000 4340 4518
RETURN RECEIPT REQUESTED
First Citizens Bank and Trust Co.
Mr. Thomas B. Morris
Post Office Box 27131
Raleigh NC 27611
Project Name: First Citizens Bank
Project No: ON-03013
Onslow County
Dear Mr. Morris:
On July 16, 2002, personnel of this office inspected a project located on Hwy 24 in Onslow
County, North Carolina. This inspection was performed to determine compliance with the North
Carolina Sedimentation Pollution Control Act of 1973. The inspection revealed a land -disturbing
activity of greater than 1.1 acres being conducted.
It is our understanding that you and/or your firm are responsible for this land -disturbing activity.
The purpose of this letter is to inform you that this activity was found to be in violation of the Act,
NCGS 1 13A-50 to 66, and Title 15A, North Carolina Administrative Code, Chapter 4. If you feel that
you are not responsible for the following violations, please notify this office immediately.
The violation that was found is:
Failure to file an erosion and sedimentation control plan with this office at least 30 days prior
to beginning a land -disturbing activity on a tract comprising more than one acre, when more
than one acre is to be uncovered, failure to secure this office's prior approval of the plan for
any land -disturbing activity prior to beginning the land -disturbing activity. NCGS. 113A-
54(d)(4), G. S. 113A-57(4) and 15A NCAC 46.0007(c).
A land disturbing activity greater than 1.1 acres has taken place without an erosion and
sedimentation control plan approval.
An acceptable erosion and sedimentation control plan must be filed with and approved by this
office and implemented on the site sufficient to prevent off -site sedimentation. Until the
required plan has been approved, temporary measures must be provided immediately to control
erosion and prevent sedimentation damage. Any additional land -disturbing activities conducted
without an approved erosion and sedimentation control plan will constitute additional violations
of the Act. We will notify you following our review of the plan if additional measures are
required.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone 910-395-3900 A Fax 910-350.2004
An Equal Opportunity Affirmative Action Employer
Mr. Thomas B. Morris
July 22, 2002
Page Two
To correct this violation, you must:
1 . Submit an erosion and sedimentation control plan to this office on the above referenced project
and install erosion and sedimentation control measures.
Please note that merely planting grass seed does not satisfy the requirements of "vegetative
cover" or of "ground cover sufficient to restrain erosion." These requirements are not satisfied until
a standing cover of grass or other ground cover is established which is, in fact, sufficient to restrain
accelerated or man-made erosion.
The penalty for an initial violation could be an assessment of up to $5,000.00. A time period
for compliance is not required for enforcement of this violation pursuant to NCGS 1 13A-61.1(c) and
NCGS 1 13A-64(a) 1. Therefore, the initial violation has been referred to the Director, Division of Land
Resources, for appropriate action.
Please be advised that if you fail to respond to this notice or if these violations are not
corrected within 20 days of receipt of this notice, the Director, Division of Land Resources, will be
requested to take appropriate legal action against you pursuant to NCGS 1 13A-64. That action could
be the assessment of a civil penalty and the amount may be up to $5000 per day for each day of the
violation. The penalty may be assessed from the date of the violation, NCGS 1 13A-61 (a) (1). If
these violations are corrected within the time period specified for compliance, no further legal action
will be pursued.
Please be advised that any new land -disturbing activity associated with this project must not
begin until the area presently disturbed is brought into compliance with the Act. When corrective
actions are complete, you should notify this office so the work can be inspected. You should not
assume that the property is in compliance with the Act until we have notified you. After installation,
all erosion control measures must be maintained in proper working order until development is complete
and the site is completely stabilized.
We solicit your cooperation, and would like to avoid taking further enforcement action. At the
same time, it is your responsibility to understand and comply with the requirements of the Act.
Copies of the relevant statute and administrative rules may be examined at this office or will be sent
to you upon request. Should you have questions concerning this Notice or the requirements of the
Act, please contact either Janet Paith or me at your earliest convenience.
Please do not hesitate to contact me regarding any questions you might have about this
matter.
Sincerely,
Daniel Sams, P.E., M.E.
Regional Engineer
DESIJLPIdbn
cc: Sedimentation Specialist
WiRO-LOS
OW Supervisar-WiRO
Enclosure: Inspection Report