SW8950202_Historical File_19960821

e,
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. R. Allen Rippy
R & R Company
4951 New Centre Drive
Wilmington, North Carolina 28403
Dear Mr. Rippy:
August 21, 1996
Subject: Permit No. SW8 950202 Modification
Rippy Cadillac Olds
High Density Commercial Stormwater Project
New Hanover County
The Wilmington Regional Office received a modification to the Stormwater Management Permit Application for Rippy
Cadillac Olds on June 26, 1996, with final information on August 20, 1996. 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 950202 Modification and approved plans dated August 21, 1996, for the
construction of Rippy Cadillac Olds on New Centre Drive.
This permit shall be effective from the date of issuance until August 21, 2006, and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements in this permit.
Failure to establish an adequate system for operation and maintenance of the stormwater management system will result
in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
ajudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be
in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the
Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this
permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis, or me at
[phone].
Sincerely,
C,I'cLL— S���vcf-
Z Dave Adkins
Regional Water Quality Supervisor
DA/arl: S:IWQSISTORMWATIPERhIM950202.AUG
cc: John Kuske, III
Tony Roberts, New Hanover County Inspections
Beth Easley, New Hanover County Engineering
Linda Lewis
Wilmington Regional Office
Central Files
P.O. Box 29535, Raleigh, North Carolina 27626-053.5 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

State Stormwater Management Systems
Permit No. SW8 950202 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAI, RESOURCEq
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
R & R Company
Mppy Cadillac Olds
New Hanover County
FOR THE
construction, operation and maintenance of a Detention Pond in compliance with the provisions of 15A NCAC
2H .1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
'1 —s permit shall be effective from the date of issuance until August 21, 2006 and shall be subject to the
following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the application and
other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page 3 of
this permit, the Project Data Sheet. The stormwater control has been designed to handle the runoff from 353,425
square feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the
permit.
2

State Stormwater Management Systems
Permit No. SW8 950202 Modification
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name:
Rippy Cadillac Olds
Permit Number:
950202 Modification
Location:
New Hanover County
Applicant:
Mr. R. Allen Rippy
Mailing Address:
R 8c R Company
4951 New Centre Drive
Wilmington, North Carolina 28403
Application Date:
June 26, 1996
Water Body Receiving Stormwater Runoff: Burnt Mill Creek
Classification of Water Body:
"C Sw"
If Class SA, chloride sampling results:
N/A
Pond Depth:
4 feet
Permanent Pool Elevation:
38 MSL
Total Impervious Surfaces Allowed:
353,425 square feet
Outparcels
N/A square feet
Future
N/A square feet
Offsite Area entering Pond:
N/A square feet
Green Area entering Pond:
82,610 square feet
Required Surface Area:
30,936 square feet
Provided Surface Area:
31,119 square feet
Required Storage Volume:
28,324 cubic feet
Provided Storage Volume:
32,477 cubic feet
Temporary Storage Elevation:
39 MSL
Controlling Orifice:
3" pipe

State Stormwater Management Systems
Permit No. SW8 950202 Modification
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per approved
plans.
5. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable built -
upon area.
6. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan
In addition, the Director may determine that other revisions to the project should require a modification to the
permit.
7. 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 havc been made.
H. SCHEDULE OF COMPLIANCE
The permittee will comply with the following schedule for construction and maintenance of the stormwater
management system:
a. The stormwater management system shall be constructed in it's entirety, vegetated and operational for
it's intended use prior to the construction of any built -upon surface except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be
repaired immediately.
2. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency. The approved Operation and Maintenance Plan must be
followed in it's entirety and maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
3. Records of maintenance activities must be kept and made available upon request to authorized personnel of DWQ.
The records will indicate the date, activity, name of person performing the work and what actions were taken.
4. 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.
4

State Stormwater Management Systems
Permit No. SW8 950202 Modification
5. 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 ;r cyord..nce with th= permit, the approved plans and specifications,
and other supporting documentation. Any deviations from the approved plans and specifications must be noted
on the Certification.
6. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of
ten years from the date of the completion of construction.
M. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is
a name change of the Permittee, a formal permit request must be submitted to the Division of Water Quality
accompanied by an application fee, documentation from the 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.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute 143-
215.6(a) to 143-215.6(c).
3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal) which
have jurisdiction.
4. 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.
5. The permittee grants DEHNR Staff permission to enter the property for the purpose of inspecting all components
of the permitted stormwater management facility.
6. 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.
Permit issued this the 21st day of August, 1996.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston Howard, Jr., P.E., Director
"-'�ivision of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 950202 Modification
5

State Stormwater Management Systems
Permit No. SW8 950202 Modification
Rippy Cadillac Olds
Stormwater Permit No. SW8 950202 Modification
New Hanover County
Engineer's Certification
1, , as a duly registered Professional Engineer 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.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date

State of North Carolina
Department of Env irorarnent, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT Bob Jamieson
Jonathan B. Howes, Secretary WATER QUALITY SECTION Regional Manager
March 8, 1995
Mr. R. Allen Rippy
R & R Company
1020 Market Street
Wilmington, North Carolina 28401
Subject: CERTIFICATION OF COMPLIANCE
with Stormwater Regulations
Stormwater Project No. SW8 950202
Rippy Cadillac -Olds
New Hanover County
Dear Mr. Rippy:
This Certification is pursuant to the application for Rippy Cadillac -Olds received on February 3,
1995, with additional information received on February 27, 1995. Staff review of the project plans and
specifications has determined that the stormwater control system as proposed for Rippy Cadillac -Olds will
comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1003(i). The runoff from
227,500 square feet of impervious area 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. Rippy
March 8, 1995
Stormwater Project No. SW8 950202
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.
The detention pond must be constructed in it's entirety, operational for it's intended use, and
permanently vegetated prior to the construction of any impervious surfaces proposed as a part of the
project, except roads.
3900.
If you have any questions concerning this matter, please call Ms. Linda Lewis or me at (910) 395-
Sincerely,
Dave Adkins
Water Quality Supervisor
DA/arl: S:\WQS\STORMWAT\CERTIFIC\950202.MAR
cc: Phil Norris, P.E.
Alan Golden, New Hanover County Inspections
Bradley Bennett
Beth Easley, New Hanover County
Linda Lewis
ql"iiington Regional Office
Central Files --No

DIVISION OF ENVIRONMENTAL MANAGEMENT
PROJECT DATA
Project Name: Rippy Cadillac -Olds
Project Number: SW8 950202
Location: New Hanover County
Applicant: Mr. R. Allen Rippy
Mailing Address: R & R Company
1020 Market Street
Wilmington, North Carolina 28401
Submittal Date:
February 3, 1995
Water Body Receiving Stormwater Runoff:
UT Burnt Mill Creek
Classification of Water Body:
"C Sw"
If Class SA, chloride sampling results:
N/A
Pond Depth:
4.0 feet
Permanent Pool Elevation:
38 MSL
Total Impervious Surfaces Allowed:
227,500 square feet
Offsite Area entering Pond:
0 square feet
Green Area entering Pond:
208,535 square feet
Required Surface Area:
19,698 square feet
Provided Surface Area:
24,795 square feet
Required Storage Volume:
21,611 cubic feet
Provided Storage Volume:
25,762 cubic feet
Temporary Storage Elevation:
39 MSL
Controlling Orifice Type/Diameter:
2.0" pipe

WET DETENTION POND EVALUATION
1. Yes No
The design storage is for the runoff 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 runoff 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
Ck
Date Individual Evaluating Form/Plans
14�tcfv
Date Regions ater Quality Supervisor
cc: Applicant/Bradley Bennett/arl/WiRO/CF

Rippy Cadillac -Olds
New Hanover County
Stormwater Project No. SW8 950202
Engineer's Certification
I, , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of
the project,
for
(Project)
(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.
Signature
Registration Number
Date

Andrew & Kuske
CONSULTING ENGINEERS, INC.
202 North Fifth Avenue
Wilmington, NC 28401
LETTER OF TRANSMITTAL
John R.
J. A.
J. Phillip
Telephone:
Facsimile:
Andrew, P.E.
Kuske, P.E.
Norris, P.E.
910/343-9653
910/343-9604
To:
Date:
I'subjectr
Job No.:
Attention:
� L
WE ARE SENDING YOU 144TTACHED
VIA [ ]
[] Shop Drawings [401-pprints
(] Specifications [ ] Disks
[]
UNDER SEPARATE COVER
[] Tracings
[ ] Copy of Letter
FAX TRANSMITTAL: NUMBER OF PAGES
INCLUDING THIS TRANSMITTAL
Call 910/343-9653 if you have any
difficulty receiving this message
COPIES
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np E C E I V E
AUG 2 01996
DEM
PROJ #
THESE ARE TRANSMITTED AS CHECKED BELOW:
�or Approval
[] For Your Use
(] As Requested
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[I FOR BIDS DUE
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[] Your Prints Returned After Loan To Us
cc: 9--
77xK'_$e . Signed:
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CONFIDENTIAL AND PRIVILEGED: Information contained in this document is privile#d and confidential, intenaecl Poi the
sole use of the addressee. If you are not the addressee or the person responsible for delivering it to the addressee
you are hereby notified that any dissemination, distribution or copying of this document is strictly prohibited.
If you have received this document in error please immediately notify the sender and return to the address above.

Andrew & Kuske J
CONSULTING ENGINEERS, INC.
202 North Fifth Avenue ---------------------------
Wilmington, NC 28401
LETTER OF TRANSMITTAL
John R. Andrew, P.E.
J. A. Kuske, P.E.
J. Phillip Norris, P.E.
Telephone: [phone]
Facsimile: 910/343-9604
To:
Date:
'-
Job No.:
Attention
Subject:
G
WE ARE SENDING YOU
VIA
[] Shop Drawings []
ifications [ ]
Z
Prints
Disks
[ ] ATTACHED
( ] UNDER SEPARATE COVER
[] Tracings
( ] Copy of Letter
FAX TRANSMITTAL: NUMBER OF PAGES
INCLUDING THIS TRANSMITTAL
Call 910/343-9653 if you have any
difficulty receiving this message
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r
E C E I V E
AIII 2 q -,_qq-s
T
PROJ.#
THESE ARE TRANSMITTED AS CHECKED BELOW:
For Approval
[] For Your Use
[] As Requested
[] For Review and Comment
[] FOR SIDS DUE _
cc:
[] No Exceptions Taken
[] Make Corrections Noted
[] Amend and Resubmit
[] Your Prints Returned After Loan To Us
Signed:
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CONFIDENTIAL AND PRIVILEGED: Information contained in this document is privileg� and confidential, intend�fer-bke
sole use of the addressee. If you are not the addressee or the person responsi le for delivering it to the addressee
you are hereby notified that any dissemination, distribution or copying of this document is strictly prohibited.
If you have received this document in error please immediately notify the sender and return to the address above.

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. DIVISION OF WATER QUALITY Jonathan B. Howes
Governor WATER QUALITY SECTION Secretary
July 18, 1996
Mr. John Kuske
Andrew and Kuske
202 North Fifth Avenue
Wilmington, North Carolina 28401
Subject: ADDITIONAL INFORMATION
Stormwater Project No. SW8 950202 Modification
Rippy Cadillac Olds
New Hanover County
Dear Mr. Kuske:
The Wilmington Regional Office received a Stormwater Management Permit Application for Rippy
Cadillac Olds on June 26, 1996. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
1. Can a forebay be created during the excavation process?
2. The 2" orifice is too small. The calculations provided show that a V head was used. This
Office recommends using the average head to the center of the orifice to determine if the
orifice can draw down the volume in 2-5 days.
3. Because the pond is being modified it is not necessary to show both the old and new totals
on the permit application. The file contained the previously approved information. Only the
totals need be listed, ie. , 353,425 square feet. If a new pond in addition to the existing pond
were being proposed, then you are correct in how you have filled out the application.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Kuske
July 18, 1996
Stormwater Project No. SW8 950202 Modification
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 August 18, 1996, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal of all required items,
including the application fee.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Z,- "�' &AZ.
Ms. Linda Lewis
Environmental Engineer
DA/arl: S:1WQSISTORMWATIADDINF01950202.JUL
cc: Linda Lewis
Central Files
2

Andrew & Kuske
CONSULTING ENGINEERS, INC.
202 North Fifth Avenue
Wilmington, NC 28401
�- , 7
JUN G +� igc�6
LETTER--0P-q%?.W8141_TTAL
John R. Andrew, P.E.
J. A. Kuske, P.E.
J. Phillip Norris, P.E.
Telephone: [phone]
Facsimile: 910/343-9604
To:
—�/��
Date: Job No.:
Attention:
G✓
.t
Subject:
.0 4
s✓G �✓ iC�C
WE ARE SENDING YOU &KATTACHED
VIA [ ] UNDER SEPARATE COVER
[ ] Shop Drawings k/prints [ ] Tracings
[ ] Specifications [ ] Disks [ ] copy of Letter
FAX TRANSMITTAL' NUMBER OF PAGES
INCLUDING THIS TRANSMITTAL
Call 910/343-9653 if you have any
difficulty receiving this message
COPIES
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<
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V ti/ OV i/ 4a i ;.
RR
P. 1Q9
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THESE ARE TRANSMITTED AS CHECKED BELOW: PROJ 0 ?AZ
VFor Approval [] No Exceptions Taken [] Rejected -See Remarks
[] For Your Use [] Make Corrections Noted [] Returned For Corrections
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J/For Review and Comment [] Your Prints Returned After Loan To Us
[] FOR BIDS D,UUE` [j
REMARKS: A-dff '_ ,� /�/�T1�6 Z_Af7 /�•QJJ�..�_ /,fj`�
C%V-10`
cc: / e4 '-- 7h9'=7,, r 15P
Signed: /
CONFIDENTIAL AND PRIVILEGED: Information contained in this document is privileged nd confidential, intended for the
sole use of the addressee. If you are not the addressee or the person responsible for delivering it to the addressee
you are hereby notified that any dissemination, distribution or copying of this document is strictly prohibited.
If you have received this document in error please immediately notify the sender and return to the address above.

Andrew & Kuske
CONSULTING ENGINEERS, INC.
202 North Fifth Avenue
Wilmington, NC 28401
JUN G g iq%
LETTER -EiF"TRRANGS14VAL
John R.
J. A.
J. Phillip
Telephone:
Facsimile:
Andrew, P.E.
Kuske, P.E.
Norris, P.E.
910/343-9653
910/343-9604
To:
Date:
k
Job No.:
Attention:
Subject!
/�./G e•✓
/�-//�./G
WE ARE SENDING YOU ATTACHED
VIA [I UNDER SEPARATE COVER
[ ] Shop Drawings [q/prints [ ] Tracings
[ ] Specifications [] Disks [ ] Copy of Letter
oe
FAX TRANSMITTAL' NUMBER OF PAGES
INCLUDING THIS TRANSMITTAL
Call 910/343-9653 if you have any
difficulty receiving this message
COPIES
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2 e-A -7 A
o
orr.� E 1A
9 Ibi !D g JQnC
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THESE ARE TRANSMITTED AS CHECKED BELOW:
VFor Approval
[] For Your Use
[] As Requested
Ll-*F'or Review and Comment
FOR BIDS DUE
/ v
PROJ # S4150
[) No Exceptions Taken
[] Make Corrections Noted
[] Amend and Resubmit
[] Your Prints Returned After Loan To Us
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_ 4k,
CONFIDENTIAL AND PRIVILEGED: Information contained in this document is privileged tind confidential, intended far the
sole use of the addressee. If you are not the addressee or the person responsible for delivering it to the addressee
you are hereby notified that any dissemination, distribution or copying of this document is strictly prohibited.
If you have received this document in error please immediately notify the sender and return to the address above.

NEW HANOVER COUNTY
OFFICE OF THE COUNTY MANAGER
320 CHESTNUT STREET, ROOM 502
WILMINGTON, NORTH CAjROLINA 28401-4093
TELEPHONE [phone]
FAX [phone]
JUL I 1QQ9
Iq
to? q50 20Z
MEMORANDUM
TO: LINDA LEWIS
DEM
FROM: BETH EASLEY
EROSION CONTROL SPECIALIST
ALLM OTCAL
County Manager
AMREW J ATKWSON CPA
Deputy County Manager
DAVMF. WEAVER
Assistant County Manager
414 Chestnut Street, Room 101
Telephone [phone]
Fax [phone]
RE: SEDIMENTATION AND EROSION CONTROL PLAN
G IP b 3- 9�L ktu � S c.:e-r,
Please review the attached plan.
If you have any questions, please contact this office.
SE/a J ' t
4-
Attachment

A&K �IbUni
ENGINEERING & FACILITIES APPLICATION FOR PERMIT FOR A G 3 9 4
vaa�o LAND -DISTURBING ACTIVITY File Number
�. k`•� UNDER THE CONDITIONS SET -FORTH BY
THE NEW HANOVER COUNTY Fee Paid
SOIL EROSION AND SEDIMENTATION CONTROL ORDINANCE
Date
Applicant: R. Allen hippy, R&R Company Applicant's Agent: Andrew & Kuske Conulting Eng
Address: 4951 New Centre Drive
Wilmington, NC 28403
Telephone Number: 910-799-2421
Total Acres of Land Disturbance:
4. 10 Ac
Address: 202 North Fifth Avenue
Wilmington, NC 28401
Telephone Number: 910-343-9653
Purpose of Development: Car lot expansion.
Location and Description of Land Disturbance:
Rippy Olds Cadillac is expanding their existing car sales lot. The site is located
at 4951 New Centre Drive in W ilmington, NC.
Land owner(s) of Record
STATEMENT OF FINANCIAL RESPONSIBILITY
Person or firm(s) financially responsible for the
land -disturbing activity. If not a North Carolina
resident you must have a N.C. agent (List Below)
Name: R&R Company Name: R&R Company
Address: 4951 New Centre Drive Address:4951 New Centre Drive
Wilmington, NC 28403
Telephone Number: 910-799-2421
Wilmington, NC 28403
Telephone Number: 910-799-2421
Location of deed(s) or instrument(s): County New Hanover Book Page
The above information is true and correct to the best of my knowledge and belief and was provided by me while under oath.
(This form must be signed by the financially responsible person if an individual and by an officer, director, partner, attorney -in -
fact, or other person of authority to execute instruments for the financially responsible person if not an individual.) I agree to
provide corrected information should there be any change in the information provided herein.
Date: 6-26-96
Title:
V.P.
m
ingVy.6vorn ackrtt W"e
Q. r jkC1AR
�''•.011ER C0N
that the above form
Witn s my hand
Notary
Name (Type or Print) R. Allen Rippy
Signature: G_�(�& � V /\� N
Notary Public of the County of (O 400 State of North
OU appeared personally before me this day and be -
as executed by him,
My commission expires
day of )[ tre- .19

Date Design Andrew and Kuske Sheet
202 N. Fifth Ave. CONSULTING ENGINEERS, INC. Wilmington, N.C. 28401 Of
Check Job Shy For Job No,
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E
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Date Design Andrew and Kuske >Sheet
202 N. Fifth Ave. CONSULTING ENGINEERS, INC. Wilmington, N.C. 28401t /3
Check Job For Job No.
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Date Design Andrew and Kuske [ Sheet
5�3�96 202 N. Fifth Ave. CONSULTING ENGINEERS, INC. Wilmington, N.C. 28401 Z Of �3
Check Job For Job No.
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Date Design Andrew and Kuske Sheet
GA 202 N. Fifth Ave. CONSULTING ENGINEERS, INC. Wilmington, N.C. 28401 3 Of �3
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Date Design Andrew and Kuske Sh 'et
�o�57�1,6 202 N. Fifth Ave. CONSULTING ENGINEERS, INC. Wilmington, N.C. 28401 Of / 3
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E/�- 202 N. Fifth Ave. CONSULTING ENGINEERS, INC. Wilmington, N.C. 28401 1'��Of®
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Date Design Andrew and Kuske Sheet
202 N. Fifth Ave. CONSULTING ENGINEERS, INC. Wilmington, N.C. 28401 0, Of
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Date Design Andrew and Kuske LSheet
202 N. Fifth Ave. CONSULTING ENGINEERS, INC. Wilmington, N.C. 28401 3 Of /3
Check Job For Job No.
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Deceive
JUL 2 91996 D
PROD F �()ZozMUD

—= Andrew & Kuske John R. Andrew, P.E.
J. A. Kuske, P.E.
CONSULTING ENGINEERS, INC. J. Phillip Norris, P.E.
STORMWATER MAINTENANCE SYSTEM
MAINTENANCE PROCEDURES
RIPPY PROJECT
WILMINGTON, NC
A&K PROJECT NO. 94101
1. RESPONSIBLE PARTYS': '�'; r•:
A. The project will be built and maintained by: E C E 0 U
UD
R&R Company SEP 2 ' 1994
1020 Market Street
Wilmington, NC D E M
910-763-2421 PRoi . 5WS g4O ZZ
2. DETENTION POND AND COLLECTION SYSTEM
A. The detention pond will be checked after every major storm event to insure that the
outlet structure is working properly and is not clogged with debris. Remove any accumulated
sediment or debris. Any signs of erosion or deterioration of the pond side slopes or any other feature
must be repaired before the next storm event.
B. The depth of the pond will be checked every six months to determine the depth of the
permanent pool. The pond will be cleaned out when silt deposits reduce the depth of the permanent
pool below 7.5 feet.
C. Collection basins and piping will be checked every six months and kept clear as
necessary.
3. CERTIFICATION
The owner will submit to the Department of Environment, Health and Natural Resources an
Engineer's Certification that the stormwater facilities were constructed in accordance with approved
plans.
�.qffi;
NOTARY'S CERTIFICATION
State of North Carolina County of • New Her
I, Arita B. Sab-itter , a Notary Public in and for the State and County
aforespdm v*ghat R. Allen Rimy , personally appeared before me this
iI'tNESS; #a�and and notarial seal, this the 16th day of September , 1994.
IT o � s. 12/28/94
Notary Public
Imington, North Carolina 28401 Telephone: [phone] Facsimile: 910/343-9604
Shallotte, North Carolina 28459 Telephone; 910/754-5900

L
c
c
c
NORMAL POOL
'J" \� �
CONTOUR = 38.0
�\ FLOOR POOL
\ONTOUjt 41.0
Ilk
,,—EM'ERGENCY SPILLWAY
r STABILI WITH RIP RAP
T
1'-6- T IqK ON FILTER
FABRIC.
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co
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0
LEGEND
—42— EXISTING CONTOUR
PROPOSED CONTOUR
44.0 PROPOSED SPOT ELEVATION
EROSION CONTROL
AROUND INLETS
43.5 43.5
0
18
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1155 /DIP
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I AtTj CH1.BASIN
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r Rl
18" SD
8
SERVICE READY
0
` -
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i- 13
13 43 V/
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SERVICE ADY / y� \
CUSTOMER PA
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TEMPORARY
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I
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� SEE DETAIL In
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TEMPORARY
SCALE: 1" SILT FENCE
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D E M
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5' ON EACH SI DE
cn � a AA, A A m616,GN XhIJ
d
P 0 1994
INVERT = 37.9 S tr
21s
00
�r
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DES- JPN
DRwN. DMB
DAM 09/20/94
CA
is
19
ILL F
C1

do IT
-0 7'
PLAN VIEW
1/f
CASTING
DEWEY BROS. NO. MH-VA- I
BRICK
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W-11"
FRONT VIEW
REINIFORCAG-
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28 DAYS
WIDT x LENGHT x HEIGHT
END VIEW gr x x 5'
WHEEL STOP DETAIL
NTS
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r ASHPHALT CONC.
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EXTRA HEAVY CAST IRON
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wl6* BRANCH
SIZE VARIES
41
CAST IRON PLUG
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ADAPTER
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i
UT OR TOOLED
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'ENDICULAR
W DIRECTION
4! SIDEWALK
3000 PSI
CONCRETE EXP. JT.
WrL
6x6-10/10 W.W.M.
COMPACTED
6x6-1 0/10 W.W
SUBGRADE
SECTION
CONCRETE SIDEWALK CONTROL JOINT
11:r ASPHALTIC PREFORMED
EXPANSION JOINT—\
SUBGRADE
SECTION
WHEEL CHAIR RAMP
TYPICAL SIDEWALK AND
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CURB
12
GRAVEL FIL
WIRE SCREEN -J N CONC. BLOCK
GRAVEL FILTER
WIRE SCREEN
FILTERED WATER
FILTERED WATER
RUNOFF WATER OVERFLOW
OVERFLOW
w/SEDIMENT-
RUNOFF WATER
w/SEDIMENT-
DW
SEDIMENT DROP INLET/GRATE
SEDIMENT
WIRE SCREEN CURB INLET
4 WD STUD
SPECIFIC APPLICATION.
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS
THIS METHOD OF INLET PROTECTION IS
APPLICABLE WHER HEAVY FLOWS ARE
APPLICABLE AT CURB INLETS WHERE AN
EXPECTED AND WHER AN OVERFLOW CAPACITY
OVERFLOW CAPABILITY IS NECESSARY TO
IS NECISSARY TO PREVENT EXCESSIVE
PREVENT EXCESSIVE PONDING IN FRONT
PONDING AROUND STRUCTURE
Of STRUCTURE
EROSION CONTROL AROUND INLETS
ws
A A
150 TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
15'
-7T- I 11TR
CLASS A CONIC.
ASPHALT
T R
SECTION A A
FILTER FABRIC
NERGY DISSIPATOR CURB & GUTTER
ws SECTION
NTS
NOTES:
1. SIDEWALK THICKNESS SHALL BE e UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH. 1/arR TOOLED
3. THICKEN SIDEWALK TO Ir AT DRIVEWAYS. JOINT
4. THICKEN SIDEWALK TO 6* IN LAST 3' WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 11f EXPANSION JOINT (E.J.) REOUIRED AT 50' MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTURES, AND AS NOTED OR SITE PLAN. •
6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT
PARALLING CURB OR STRUCTURE.
7. REINFORCE w/6x6-10/10 W.W.M.
1/2" EXPANSION
MAX.50 ar-MAMP JOINT MATERIAL
EXPANSION JOINT (E.J.)
>
1/4!x1" DEEP w/AN
1/0-R TOOLED JOINT
�A-
cdj_
BLDG.-STRUCTURE
PLAN CONTRACTION JOINT (C.J.)
S I DWALK JOINT DETAILS-
NTS
I'-Ir x l-(f x .080 STD. ALUM.
HANDICAPPED PARKING SIGN
1 TO READ "RESERVED PARKING"
RESERV D
WITH IDENTIFICATION SYMBOL
BOLT TO WD. POST W/ 3/8"CANDIUM
10 PARKING PLATED NUTS, BOLTS & WASHIERS.=� F1
Sr x I'-(r x .080 STD ALUM. SIGN
TO READ "VAN ACCESSIBLE.".
BOLT TO WD. POST WITH 318" CANDIUM
PLATED NUTS, BOLTS & WASHERS
sr x 1,-0" x .080 STD ALUM. SIGN
IV READ "MAXIMUM PENALTY $100,
GS 20-37.6r. BOLT TO WD. POST 0
rAl ORS WITH 318" CANDIUM PLATED
LEGEND AND BORDER- GREEN NUTS, BOLTS & WASHERS.
WHITE SYMBOL ON BLUE BACKGROUND FINISHED
BACKGROUND - WHITE
2-1/tO GALVANIZED STEEL GRADE
PIPE, 0.25" WALL THICK. (MIN.)
MAXIMTMPENALVAN I r=f I
ACCMI 07
$100 9 OW7
LEGEND AND BORDER GREEN LEGEND AND BORDER - GREEN
BACKGROUND - WHITE BACKGROUND - WHITE
,TYPICAL HANDICAPPED SIGN DETAIL
NTS
-W r.,r%c a #% *Lt^r%f%*^
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GECTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
PAVEMENT SECTION-
NTS
GRASSING DETAIL
SEEDING MIXTURE
RATE MhxW
PENSACOLA BAH IAGRASS 50
SERIM LESPEDEZA 30
COMMON BERMUDAGRASS 10
GERMAN MILLET 10
TALL FESCUE 50
SEEDING NOTES
1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERM
2. USE COMMON BERUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BE-
COME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 lb/acre CENTIPEDEGRASS.
SEEDING DATES
APRIL I - JULY 15
SOIL AMENDMENTS
APPLY LIME AM FERTILIZER ACCORDING TO SON. TESTS, OR APPLY 3,000 Iblam
GROUND AGRICULTURE LIMESTONE AND 500 lb/acre 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 lb/acre GRAIN STRAWOR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMPING
WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
REFERTILIZE THE FOLLOWING APRIL WITH 50 lb/ocre NITROGEN. REPEAT AS GROWTH
REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS
DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED.
NOTE
1. CONTRACTOR MAY USE BRICK WrTH MAX. CORBEL I* PER COURSE
2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT
SEE PLAN FOR PIPE
k
ORIENTATION
T-Fr-
I
r1Ln1
I
CASTING
Haul
I
NOTE- USE DEWEY BROS.
CH-BN 3A FOR CATCH
BASINS AND CH-SN-47
CONC. COLLAR
I I
------------
FOR YARD INLETS
PLAN
C N C. COLLAR A^R
it-1'-0"0 ASPHALT PAVEMENT
ELEV. VARIES
Tiff
BRICK MASONRY
C_
�FLOW
10
3000 PSI CONC.
.4
NOTE:
DROP' M.27- M KAVE SMO
TRAP, DROP FOOTING IT &
SECTION
LEAVE OPENING AS SHOW
DROP INLET
DETAIL
NTS
1 T OUTLET ITO OPENING 7,
r I.D.
STEEL PIPE---, A
CL 4'-Cr L 6�
PLAN OUTLET STRUCTURE
SOLID ILID AND FRAME (CAST IRON) ATTACH GALVANIZED WIRE
CLOTH OVER SMALL DIAMETER
TOP 42.0 3 ORIFICE (8 MESH .020 WIRE)
r ,vFLOOD L 41.0
18"0 OPENING
INVERT = 39.0
I go OUTLET
INVERT VNORPOOL 38.0
INVERT 37.5 ED
I
INVERT 38.0
�6'� 4', Cr L 6"L BOTTOM En 37.0
SECTION A, A
DETENTION POND OUTLET STRUCTURE
N.T.S.
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
FIELD CONSTRUCTION CONDITIONS.
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF
WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS
TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS.
3. CLEARING AND GRUBBING: REMOVE ALL TREES, STUMPS, ROOTS,
SHRUBBERY, ASPHALT, CONCRETE, STRUCTURES, BURIED UTILITIES,
STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION.
4. STRIPPING: 'BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
i
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE
REMOVED FROM SITE.
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL
REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED
WITH BORROW OPERATIONS.
8. FILL AND COMPACTION: AFTER STRIPPING, THOSE AREAS DESIGNATED TO
RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL
WHEELED ROLLER TO COMPACT THE TOP Ir TO AT LEAST 98% OF MAXIMUM
DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN,
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP,
SM OR SC. FILL MATERIAL SHALL THEN BE PLACED IN LAYERS NOT TO
EXCEED 9 AND COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM D-698), WITH THE UPPER 12 INCHES OF
SUBGRADE BEING COMPACTED TO 98% OF THE STANDARD PROCTOR MAXIMUM
DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED
THE UPPER INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO
AT LEAST 9§% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE
MATERIAL ISJOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER
SHALL BE WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF
THE MATERIAL IS TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE
HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT
UNTIL OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED
IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL
TIMES.
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
CONSTRUCT HIS WORK.
I
TO., THE, CONTRACTOR IS RESPONSIBLE FOR THE, LOCATION AND PROTECTION OF
EXISTING UTILITIES DURING CONSTRUCTION.
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
SHERWIN CRIBB AND PROVIDED BY OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE
AGENCIES AND AUTHORITIES.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO
NCDOT STANDARDS.
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS.
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
17. SEE SOIL TECH GEOTECHNICAL REPORT 558-94 DATED SEPT. 02, 1994 FOR
ADDITIONAL REQUIREMENTS.
18. CONTRACTOR. SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
19. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR
"RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
SHALL BE A, CHLORINATED RUBBER ALKYD, FS TT-P- 115, TYPE 111,
FACTORY MIXED, QUICK DRYING, NON -BLEEDING.
21. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO
3 HORIZONTAL.
22. ALL DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF
DISTURBANCE.
23. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE
PROJECT IS COMPLETED.
24. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
25. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR
AS SOON THEREAFTER AS POSSIBLE.
26. CONSTRUCT THE DROP INLETS WITH PROTECTION TO ACT AS A SILT. BASIN
DURING CONSTRUCTION.
27. MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE
ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY.
28. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
PERMANENT ,MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE-
OUT.
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94101
DES. J P N
DRWN
D M B
DATE 09/19/94
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/11111%\

A8K #94101
ENGINEERING & FACILITIES
APPLICATION 103_57
FOR File Number
PERMIT 17SS-00
Fee Paid
FOR jj
Q Z (o S
A LAND -DISTURBING ACTIVITY Date
UNDER THE CONDITIONS SET -FORTH BY
THE NEW HANOVER COUNTY
SOIL EROSION AND SEDIMENTATION CONTROL ORDINANCE
Applicant: R & R Company
Address: 1020 Market Street
Wilmington, NC 28402
Telephone Number: 910-763-2421
Applicant's Agent: N/A
Address:
Telephone Number:
Total Acres of Land Disturbance: 7.0 Purpose of Development: Car dealership
Location and Description of Land Disturbance:
New car dealership on New Centre Drive
Approximate Start Up Date: 9/30/94 Approximate Completion Date: 5/30/95
STATEMENT OF FINANCIAL RESPONSIBILITY
Land owner(s) of Record Person or firm(s) financially responsible
for the land -disturbing activity
Name: R & R Cm ny Name:
Address: 1020 Market Street Address:
Wilm' on NC 28402
Telephone Number: 910-763-2421 Telephone Number:
Location of deed(s) or instrument(s): County Book Page
County Book Page
The above information is true and correct to the best of my knowledge and belief and was
provided by me while under oath. (This form must be signed by the financially responsible
person if an individual and by an officer, director, partner, attorney -in -fact, or other
person of authority to execute instruments for the financially responsible person if not
an individual.)
Date: 09-16-94 Name (Type or Print) R. Allen Rippy
Title:
Signature:

New Sanever County Application
for Permit for a Land -Disturbing Activity
Page 2
PERMISSION TO ENTER ON LAND
I certify that I am authorized to grant and do in fact grant permission to the Conservation
Engineer and his agents to enter on the land in question in connection related to this
permit application.
,9
Applicant's Signature andVphte
This application must be accompanied by plans, calculations, and narrative statements
as called for by the ordinance. The following lists specify the minimum requirements
of each.
SEDIMENT AND EROSION CONTROL PLAN COMPONENTS
1. Name and Address of the Designer.
2. Vicinity Map.
3. Existing & Proposed Topography.
4. Area to be Disturbed (Shown or Noted).
5. •Proposed Site Improvements (Structures, Roads, Parking Areas, Lots, Easements, Etc.)
6. Construction Sequence.
7. Temporary Sediment Control Measures (Locations, Dimensions, Details, and Calculations).
8. Graveled Construction Entrance (Dimensions and Cross Section details).
9. Proposed Stormwater.Network (Swales, Culverts, Inlet & Outlet Structures, Etc. with
Grades, Elevations, Details & Dimensions of Each).
10. Permanent Erosion Controls (Locations, Dimensions, Details & Calculations).
11. Seeding Specifications (Seedbed Preparation, Soil Amendments, Seeding Rates and
Schedule) .
12. Sediment and Erosion Material Specifications.
13. General Notes.
NARRATIVE STATEMENT COMPONENTS
1. Name and Address of Owner and of Designer.
2. Purpose of Land Disturbing Activity.
3. Storm Water Run Off, Calculations and Explanation of the Method of Determination.
4. Construction Schedule (Flow Chart if Available).
5. Revegetation Specifications (Preparation; Seed Type and Rates; Fertilizer, Lime and
•Mulch Rates; and Schedule).
The New Hanover County Erosion and Sedimentation Control Ordinance requires that all
persons disturbing an area of one or more contiguous acres of land must obtain approval
of a soil erosion control plan prior to the commencement of said land -disturbing activity.
Before an application package is considered complete, this application must be completed
and submitted along with the fee, the plan, and the narrative to this office; the plan
and narrative must be submitted to the New Hanover Soil Conservation Service; and the plan
submitted to New Hanover County Planning Department for Conservation Overlay Review. The
Act further states that the application package must be filed a minimum of 30 days prior
to the activity and the approving authority must approve, disapprove, or request a 30 day
extension of the submitted plan within 30 days of receipt. Failure of the approving
authority to notify extension, approve, or disapprove the submitted plan within the 30-day
period will be deemed approval of the plan. Commencement of a land -disturbing activity
under the jurisdiction of this Act prior to the approval of an erosion and sedimentation
control plan is a violation of the Act.

LETTM OF. TR,6NSMITTAL
❑ No ezdeptions taken ❑ Re jedtett See- Rerii6�.ks
❑ Make corrections noted ❑ Returned for corrections
❑ 'd ected prints
Amend and resubmit . , "c ; ❑ Return,. corr
❑ PRINTS RETURNED AFTER LOAN TO US
ANDREW & KUSKE
CONSULTING ENGINEERS, INC. +
202 North Fifth Avenue _-
Wilmington, North Carolina 284 '
Telephone: '(910)' 343-9653 S E p 911994
John R. Andrew, P.E.
J. A. Kuske,,—PaE. ... :.......
V._.
TO:
WE ARE SENDING YOU *ttached
[]Shop Drawings ❑ Prints
❑ Copy of letter ❑ Change Order
FAX NUMBER 910 —343-9604
TOTAL PAGES SENT:
Please call 910-343-9653 Should you
have difficulty receiving.
❑ Under separate cover via
❑ Plans ❑ Samples
the following items:.
❑ Specifications
�A �-Aoo-", V-2 , , M-1
II I�
ENGINE
ENSINEENSINEEN
•
THESE ARE TRANSMITTED as checked below:
_Fvr approval
J❑ For your use
❑ As requested
❑ For review and comment
❑ FOR BIDS DUE 19
REMARKS:
t

T
7­,
7 7 7
COLLEGE �ROAD
N
LEGE
NCOOT CLASS 8
EROSION CONTROL
42'
EXISTING CONTOUR
CONSTRUCTI ON LIM I TS
CITY FLOOD POOL 41.00'
- - - - - - - - - - - - - - - - - - - -
STOW AN 42.00
- - - - - - - - - - - - - - - - - - - - - -
uj
4 2
PROPOSED CONTOUR
DIRECTIONAL ARROWS
STATE FLOOD POOL .39.00'
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - -
NORMAL POOL 38 .00, Sz
PROPOSED TOP OF CURB OR
EROSION CONTROL
.3
&00
RAISED AREA SPOT ELEVATION
AROUND INLETS
INLET PIPE
BOTTOM 34.00'
-FORESAY
jr
ITE
101141
FINISH GRADE SPOT ELEVATION
TYPICAL SILT FENCING
(1) Designer's C=tificatim
dim oX hereby certify that Ujis plan has been pmWed in &==dw=
qo')Z the latest wi on Staindazds and Specifications for Starmawa
Marawgimment and Quiftar 30-)Of the O=ie of Ordirmwims of the aty of
u_j a wi lm irqt=.
S ignat=u
Printed -mamw anr.VT#1*: j- W133in H=js, E.E.
C FU2 An-41
w 49 x NC 21055 L
z
(2) Ownext's/Developer0m; owtifi=tion 0
"I/We hereby certify that any clearing, grading, construction or
deviakpowt, -.or all of thaw, will be 4cm pwmant to this plan
that the apIplicable st mwvgm,,; 'in C cm-44tiorw and mmaqax"m of U) Z
aw of; w
ilmbVton, the to of N=th CL=lina and the Federma W
0
C
its agiencies humby mWepart of this plamn
aond
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