SW8931110_COMPLIANCE_20051027

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE I ❑ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
MPLIANCE EVALUATION INSPECTION
DOC DATE I Qp3
YYYYMMDD

� W A TE�O Michael F. Easley, Governor
O G William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
October 27, 2005
CERTIFIED MAIL 70051820 0007 9586 1036
RETURNED RECEIPT REQUESTED
J. H. Lampe, Partner
Ample Storage 1, LtTD
Post Office Box 150
Smithfield, NC 27577
Subject: Request for Evaluation of Stormwater Management System
Guy C. Lee
Stormwater Project No. SW8 931110 Modification
Brunswick County
Dear Mr. Lampe:
Based on information received by this office, it appears that the wet detention basin associated with the Guy C Lee
facility is receiving off -site drainage from two 24 inch reinforced concrete pipes that run under highway NC 179, and
from Owendon Plantation Subdivision which is adjacent to your property (see attached drawing).
State Stormwater Regulations require that systems designed to treat stormwater runoff must take into account the
runoff at the ultimate built -upon potential from all surfaces draining to the system, including any off -site drainage.
The applications, hydrologic calculations, and plans that were submitted to this office do not appear to account for any
off -site drainage. Please either provide documentation to this office that there is no off -site drainage coming onto your
property or submit a modification that demonstrates how the off -site drainage will be addressed. If you find that off -
site drainage is coming onto your property, you will either need to provide a means to divert this off -site drainage
around your engineered stormwater system or demonstrate that the engineered stormwater system is sized such that it
accounts for the off -site drainage.
Please provide documentation that there is no off -site drainage coming onto your property or submit a written "Plan of
Action" which outlines the actions you will take to address the off -site drainage and a time frame for completion of
those actions, on or before November 30, 2005.
If you have any questions concerning this matter, please contact Rhonda Hall or me at (910) 796-72IS.
Sincefely
L
Ed Beck
Regional Supervisor
Surface Water Protection Section
ENBlrbh S:\WQS\STORMWARLET-FER\2005\931 110.00T05
cc: Bryan Stricland, Manager (Guy C. Lee)
Rhonda Hall
Wilmington Regional Office
North Carolina ONIslon of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer 5ervicel-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet h2o.enr.state. nc.us One
NodhCarofina
An Equal OpportunitylAffimtattve Action Employer— 50% RecydecVlO% Post Consumer Paper atura!!rf

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Guy C. Lee
I ydrologic and Hydraulic Calculations
A7fbllsi 2004
SMALeuuuir
Prepared bar:
East Coast
Engineering Company, P.A.
Consulting Engineers
Sliallotte, North Carolina 28459
Post Office Box 2469 4918 Main Street
Office: 910.754.8029

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A

WET DETENTION POND EVALUATION
l . Yes No The design storage is for the nmoff from all impervious surfaces resulting from
1-inch of rainfall and is located above the permanent pool.
2. Yes No The permanent pool is designed for 90% total suspended solid (TSS) removal.
Therefore, no vegetative filter is required.
3. Yes No The n►noff completely draws down to the permanent pool in 5 days, but not less
than 2 days.
4. Yes No The mean depth of the permanent pool is a minimum of 3 feet.
5. Yes No The inlet structure is designed to minimize turbulence and short circuiting.
6. Yes No An appropriate operation and maintenance plan has been provided for the
system.
7. Yes No THIS PROJECT MEETS THE STORMWATER CONTROL REQUIREMENTS
OF 15A NCAC 2H.1003 (g), (i), (k), and (1) (For Yes, 1 through 7 must all
be highlighted Yes.)
Brief Explanation: This detention pond is designed to remove 90% total suspended solids without the
aide of a vegetative filter.
DIVISION OF ENVIRONMENTAL MANAGEMENT SIGN -OFF
Wilmington Regional Office
Date Individual Evaluating Form/Plans
I UW 199 kX. I
Date Regional Water Quality Supervisor
cc: Applicant/Bradley Bennett/art/WiRO/CF

LETTER OF TRANSMITTAL
ANDREW do KUSKE
CONSULTING ENGINEERS, INC.
202 North Fifth Avenue
Wilmington, North Carolina 28401
Telephone: (919)! 343-9653
John R. Andrew, P.E.
J. A. Kuske, P.E.
L z.i W'4i
WE ARE SENDING YOU *ttached
❑ Shop Drawings ❑ Prints
❑ Copy of letter ❑ Change Order
DATE
JOB NO.
ATTENTION '
�5
SUBJECT: -
e
FAX NUMBER,919-343-9604
TOTA-L PAGES SENT
Please call 91.9-343-9653 should you
have difficulty receiving.
❑ Under separate cover via
❑ Plans
❑ —
the following items:
❑ Samples ❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
IVA­
Q) I URIHUI W, V n I Laid AJAN 6 61 99
UU ......................
AN06 1994
D E M
THESE ARE TRANSMITTED as checked below:
For approval ❑ No exceptions taken
// -7 ❑ For your use ❑ Mike corrections noted
❑ As requested ❑ 'Amerid-and resubmit'.....
❑ Far review and comment ❑ "
. ❑ FOR BIDS DUE 19
REMARKS
❑ Rejedted See Remarks
❑ Returned for corrections
❑ Return. corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
c r
Signed:
l

VIM
- - - - - - - - - - - - - - - - - - -

Y
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT Bob Jamieson
Jonathan B. Howes, Secretary Regional Manager
January 7, 1994
Mr. Ross W . Lampe
Lampe Company
Post Office Box 150
Smithfield, North Carolina 27577
Subject: CERTIFICATION OF COMPLIANCE
with Stormwater Regulations
Stormwater Project No. 931110
Lampe Company Building-Shallotte
Brunswick County
Dear Mr. Lampe:
This Certification is pursuant to the application for Lampe Company Building-Shallotte received
on November 4, 1993, with additional information received on January 6, 1994. Based on our review
of the project plans and specifications, we have determined that the Lampe Company Building-Shallotte
stormwater control system complies with the Stormwater Regulations set forth in Title 15A NCAC
2H.1003(i). The runoff will be treated in a detention pond sized to achieve 90% reduction in Total
Suspended Solids.
Any modification of the plans submitted to and approved by this Office or -further development
of this site regardless of the fact that the modification may be less than 1 acre, will require an additional
Stormwater Submittal/Modification and approval prior to initiation of construction. Modifications include
but are not limited to; project name changes, transfer of ownership, redesign of built -upon surfaces,
addition of built -upon surfaces, redesign or further subdivision of the project area.
This Certification shall be effective from the date of issuance until rescinded. The project shall
be constructed and maintained in accordance with the plans and specifications approved by the
Wilmington Regional Office. This Certification does not supersede any other permit or approval. The
developer is responsible for obtaining any and all permits and approvals necessary for the development
of this project. This could include the Division of Coastal Management under CAMA requirements, the
Division of Environmental Management under Wetland 401 Water Quality Certification and/or a Dredge.
and Fill Permit and/or a Sewer Extension/Collection Permit, U.S. Army Corps of Engineers 404 Wetland
Permit, NPDES Stormwater Permit if disturbing five acres or more, local County or Town Agency
permits under their local ordinances, or others that may be required.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 * Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Lampe
January 7, 1994
Stormwater Project No. 931110
---------------------------------------
A professional engineer�must certify that the stormwater system has been installed in accordance
with the approved plans and specifications upon completion of construction. The attached certification
should be received by this Office within 30 days of completion of construction.
3900.
If you have any questions concerning this matter, please call Ms. Linda Lewis or me at (910) 395-
Sincerely,
's
ave Adkins
Water Quality Supervisor
DAlarl: _ S:1WQSISTORMWATICERTIFIC1931110.JAN
cc: Mr. Phil Norris, P.E., Andrew and Kuske
Mr. Robert Tucker, Brunswick County Inspections
Bradley Bennett
Linda Lewis
Wilmington Regional Office
Central Files

A&K Proj . 93238--S
DIVISION OF ENVIRONMENTAL MANAGEMENT
DENSITY ENGINEERED x
PROJECT DATA
Project Name Lanpe many Building
Location (County, Township/Municipality, Address, State Road) Brunswick County near
Shallotte on NC 179
Owner's Name Ross W. Lie
MailingAddress P.O. Box 150
Smithfield, NC 27577
Phone Number 919-934-6195 Submittal Date 11/02/93
Brief Description (include neap and appropriate drawings) Site to be developed as lurrLer
supply house and storage area. -
Name of Water Body Receiving Stormwater Runoff V.T. Mall Pond
Classification of Water Body C•S•W• If SA waters, engineered system, and distance is <0.5
miles, attach report of chloride sampling results N/A mg/l
State/Federal Permits/Approvals Required (Check appropriate blanks)
CAMA Major Sedimentation/Erosion Control x
404 Permit, DEM/DHS Sewage Disposal
Other (Specify)
CALCULATION OF BUILT UPON AREA N/A
Built upon area means that portion of a development that is covered by impervious or partially pervious cover
including buildings, pavement, recreation facilities, gravel, etc., but not including wood decking. If the project
includes areas draining to different water classifications, please note them separately below.
Classification
Built upon area
Total Project Area
% Built upon Area
Allowable B/U Area
Subwatershed
C Sw
30 '?o
Subwatershed
Is the Project B/U Area S the Allowable B/U Area? NQ
% Built upon area = (built upon area / total project area) * 100
Built upon area limits for projects to meet density-, SA waters --- 25%, Other ---30%
STORMWATER COLLECTION SYSTEM
Describe how the runoff will be treated Runoff will be directed into
pond before leaving the site.
Of no, an engineered system is. required.)
only,
SIDS
WAIF
i D)
NOV 1 5 W
o T # 9 3E

BUFFER AREA
Is the built upon area at least 30 feet from mean high water of all surface waters? y-QG If no, please
provide a description
(Note: Only boat ramps, public roads, public bridges, and walkways to water related facilities are allowed
within 30 feet of the mean high water line if the project is intended to meet stormwater control
requirements through density limits.)
DEED RESTRICTIONS AND PROTECTIVE COVENANTS N/A
By my signature below, I certify that the recorded deed restrictions and protective covenants for this project
shall limit the allowable built -upon area per lot to square feet inclusive of right-of-way,
structures, pavement, walkways or patios of brick, stone, or slate, not including wood decking, state that
the covenants will be binding on all parties and persons claiming under them, that they will run with the
land, and that benefits may be enforced by the State of North Carolina, therefore, the covenant cannot be
changed or deleted without consent of the State.
CERTIFICATION
I, Ross W. Lampe certify that the information included on this
submittal form is correct, that the project will be constructed in conformance with this information, and
that to the best of my knowledge, the proposed project complies with the requirements of 15 NCAC
2H.1003 (b). I authorize the below named person or firm to submit stormwater plans on my behalf, and
agree to abide by the d tyiction statepgent above.
- l-
wner's Signature Date
Provide authorized person or firm name and address below:
Andrew 4, Iru5ke � Adde4 J-1-94 per
Zo2 h1. F','{A Ayenve
Ph , I Norri S . AQ_
W i t rn i ny fon IJ C 2 i' 401
I 0a NotaryPubl is for the State of O"ti
County of L-- , do hereby certify that X2Q2, & J, �-- personally
appeared before a this �fA day of 22 19 93 ,and acknowledges the due execution
of the foregoing instrument. Witness my hand and official seal,
My co,mn;ssi.on expires MY COMMISSION EXPIRES MAY24,1998
- DIVISION OF ENVIRONMENTAL MANAGEMENT SIGN -OFF
Regia,ial Office
Date Individual Evaluating Forms[Plans
Date ~Regi—on—arWater Quality Supervisor
cc: ApplicantlWiRO/Bradley Bennett/Central Files

r
LUMBER RIVER BASIN
Name of Stream Subbasin Stream Index Number Map Number Class
McNeill$ Mill Creek
.;.
LBR53
14-22-2-0.4
H22NW6
C;SW
McRae Branch
l
LBR55
14-34-10
I21NE7
C;Sw
Meadow Branch
LBR51
14-12-6-2
I23NW7
C;Sw
Meares Millpond
LBR56
15-2-6-3-2
725NW7
C;Sw:+
Meetinghouse Branch
LBR59
15-25-2-6
L25NW3
C;Sw
Mercer Branch
LBR53
14-22-1-3-3,
H23SW4
C;Sw
Middle Branch
LBR55
14-34-11-2
I21NF8
C;Sw
Middle Dam Creek
LBR59
15-25-2-13
L25NW6
SC;HQW
Middle River
r
LBR59
15-25-1-12-2
K25SE5
C;Sw
Middle Swamp
LBR58
15-4-1-1-2-4
J24NE5
C;Sw
Middle Swamp
F
LBR59
15-25-1-6-4
K26SE4
C;Sw
Midway Branch
LBR59
15-25-1-6-1
L26NW3
C;Sw
Mill Branch
LBR51
14-6
I22NW4
C
Mill Branch
LBR52
14-10-6.6
I22NE1
WS-IV;Sw
Mill Branch
LBR51
14-12-5
I22NE9
C;Sw
Mill Branch
LBR54
14-30-5
J22NW3
C;Sw
Mill Branch
LBR54
14-30-10
J22SE1
C;Sw
Mill Branch
LBR51
14-31-1
K23NW5
C;Sw
Mill Branch
a
LBR57
14-31-1
K23NW5
C;Sw
Mill Branch
LBR58
15-4-1-1-2-3
I24SE7
C;Sw
Mill Branch
LBR58
15-4-1-3
J24NW5
C;Sw
Mill Branch
LBR58
15-4-4
J24NW7
C;Sw
Mill Branch
LBR58
15-4-11-1
J24SW8
C;SW
Mill Branch
LBR57
15-7-7
K24NE9
C;SW
Mill Branch
LBR57
15-14-1
K25SW7
C;Sw
Mill Branch
LBR57
15-17-1-12-1-6-1
K23NE3
C;Sw
Mi11:Branch ,(Mill Pond). u.
,LBR51
14-27-7
J23SW4
C;Sw
Mill`Brarch—Swamp
''
IBR57
1-17-1-1'2=3-1
K23NE
C;Sw
Mill Creek
LBR59
15-25-1-16-(1)
L26NW1
C;Sw,HQW
Mill Creek
LBR59
15-25-1-1B-(2)
L26NW4
SA;HQW
Mill Creek (McLeod$
Lake)
LBR55
14-32-3
H20NW6
C
Mill Race
LBR58
15-4-1-1-1-1
124SWB
C;Sw
Mill Swamp
LBR51
14-18
I23SWB
C;Sw
Mill Swamp
LBR53
14-22-9
I23NE7
C;Sw
Milliken Swamp
LBR57
15-14-3
K25SW4
C;Sw
Mire Branch
_.
LBR58
15-4-8-5
J23SE9
C;Sw
Mirey Branch
LBR53
14-22-2-1
H22SES
C;Sw
Miry Branch
LBR54
14-30-7-5
322NE1
C;Sw
Mitchell Swamp
LBR55
14-35
I21SEB
C;Sw
Moccasin Branch
LBR53
14-22-11-5
123SE2
C;Sw
Mollie Branch
LBR58
15-4-6-8
J24SW1
C;Sw
Mollie Swamp
LBR57
15-17-1-12-4
K24NW7
C;Sw
Monie Swamp
LBR57
15-17-1-12
K24NW8
C;Sw
Morgan Ponds
LBR54
14-30-11-2-1
J22NW8
B;SW
Moss Gill Lake
LBR50
14-2-12-3
G21SW7
C
Moss Neck Swamp
LBR51
14-9-3-(l)
122NW2
C;Sw
Moss Neck Swamp
LBR51
14-9-3-(2)
I22NW2
WS-IV;Sw
Mountain Creek
LBR50
14-2-16-(2)
G21SE4
C
Mountain Creek (Mountain
Lake)
LBR50
14-2-16-(1)
G21SE7
B
Muddy Branch
k
LBR57
15-7-2
K25SWG
C;Sw
Mulberry Branch
LBR59
15-25-2-7
K25SE7
C;Sw
Mullet Creek
LBR59
15-25-1-19
L26NW5
SA;HQW
Muster Branch
LBR50
14-2-11-2-1-2
G21NW5
C
Naked Creek
LBR50
14-2-6
G20NW1
WS-11;ORW
Page 8 of 12

DIVISION OF ENVIRONMENTAL MANAGEMENT
PROJECT DATA
Project Name: Lampe Company Building-Shallotte
Project Number: 931110
Location: Brunswick County
Applicant: Mr. Ross W. Lampe
Mailing Address: Lampe Company
Post Office Box 150
Smithfield, North Carolina 27577
Submittal Date:
November 4, 1993
Water Body Receiving Stormwater Runoff:
UT Mill Pond
Classification of Water Body:
"C Sw"
If Class SA, chloride sampling results:
NIA
Pond Depth:
4.0 feet
Permanent Pool Elevation:
40.5 MSL
Total Impervious Surfaces Allowed:
287,496 square feet
Offsite Area entering Pond:
NIA
Green Area entering Pond:
NIA
Required Surface Area:
24,724 square feet
Provided Surface Area:
34,440 square feet
Provided Storage Volume:
51,478 cubic feet
Temporary Storage Elevation:
41.9
Controlling Orifice Type/Diameter:
2.5" pipe