NCG190085_COMPLETE FILE - HISTORICAL_20180525

PERMIT NO.
DOC TYPE
DOC DATE
STORMWATER DIVISION CODING SHEET
NCG PERMITS
IV uc � a OdA6
HISTORICAL FILE
❑ MONITORING REPORTS
❑ 3D[� o� %
YYYYMMDD

t
Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
Cape Fear Boat Works, Inc.
RECEIVED
Samuel Long, Jr. JUL 26 2018
1690 NE Royster Road
Leland, NC 2.8451 , ro�L FILPS
WR SECTION
Subject: Compliance Evaluation Inspection
NPDES General Stormwater Permit NCG190000
Certificate of Coverage NCG19008
Cape Fear Boat Works Navassa
Brunswick County
Dear Mr, Long:
ROY COOPER
Governor
MICHAEL S. REGAN
Secrerory
WILLIAM E.(TOBY) VINSON
Interim Director
REC'E v
MAY 25 2018
STORM pT,,R PQU4LIN
RRJVIIT7'i1VG
On May 11, 2018, Brian Lambe from the Wilmington Regional Office of the Division of Energy, Mineral,
and Land Resources (DEMLR), conducted a compliance evaluation inspection for Cape Fear Boat Works
Navassa located in NE Royster Road, Brunswick County, North Carolina. The site drains to the Cape Fear
River, which is currently classified as Class C, Sw Waters in the Cape Fear River Basin.
The following observations were noted during the DEMLR inspection (please see the attached
addendum for additional information about your permit):
1) Stormwater Pollution Prevention Plan (SPPP)
A Stormwater Pollution Prevention Plan (SPPP) has been developed, recorded, and properly
imp4emented.
Yes 00 No ■
2) Quafitative Monitorin
Qualitative monitoring has been conducted and recorded in accordance with permit requirements.
Yes 13� No ■
3) Analytical Monitoring
Anafytica} monitoring has been conducted and recorded in accordance with permit requirements.
Yes E� No ■
Other Observations.
Please schedule a compliance inspection within six months to review SPPP and monitoring results.
Thank you for your assistance and cooperation during this inspection. Please be advised that violations
of the NPIDES Stormwater General Permit may be subject to a civil penalty assessment of up to
$25,000.00 per day for each violation. If you have any questions, comments, or need assistance with
understanding any aspect of your permit, please do not hesitate to contact Dan Sams, PE or me at (910)
796-7215.
Wilmington Regional Office
127 Cardinal Drive Ext, Wilmington, NC 28405 . Phone[phone]

Cape Fear Boat Works Navassa
NCG190085
Page 2 of 2
a
SincerelyVn
e
Environmental Specialist
Land Quality Section
Attachments:
BIMS Inspection Checklist
cc: WiRO Files — Land Quality
Central Files — DEMLR

k
Comp[Ince Inspection Report
Permit: NCG'90085 Effective: 06/02/15 Expiration: 050,1120 Owner: Cape Fear Boat Works Inc
SDC: Effective: Sxpiration: Facility: Cape Fear Baal Works - Navasa
County: Brunswick 1690 Royster Rd NE
Region: Wifmin010n
Leland NC 28951
Contact Person: Samuel E Long Title: President Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Rep rose ntative(s):
Related Permits:
Inspection Date: 05111/2018
Primary Inspector: Brian P Lambe
Secondary Inspectors):
Certification:
Phone:
Entry Time: 01:00PM Exit Time: 03:00PM
Phone:
Reason for Inspection: . Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Ship and Boat Building Slormwaler Discharge COC
Facility Status: Compliant ® Nol Complianl
Question Areas:
Storm Water
(See attachment summary)
Paae: 1

Permit: NCG990085 owner - Facility: Cape Fear Boat Works Inc
Inspection Date: O5dl112018 inspection Type : Compliance Evaluation Reason for Visit: Rouline
Inspection Surnmary_
The site did not have the SWPPP. Contact this office to schedule a review of SWPPP once it is prepared within six
months. Implement and document SWPPP.
A majority of the stormwater, especially from the concrete work area is captured in a holding tank under the boat lift. The
grassed area flows to a swale that has a rock check dam at the end_ Evaluate if sampling can be pulled from this location.
Submit sampling results at the end of the year. Stormwaler sheet flows off the back of the property.
There are some minor housekeeping issues that were discussed. There should be secondary storage containment for all
barrelsused and unused. Barrels should all be c}early labeled.
Page. 2

L permit NCGi90084, Owner-- Facility: Cape Fear Bcat Works Inc
1
inspection Date: 0511112018 Inspection Type : CompLance Evaluation Reason for Visit: Rou;mc
Stormwater Pollution Prevention Plan
Yes No of NE
Does the site have a Stormwater Pollution Prevention Plan?
❑
0 ❑ ❑
# Does the Plan include a General Location (USGS) map?
❑
19 ❑ ❑
# Does the Plan include a "Narrative Description of Practices"?
❑
# Does the Plan include a detailed site map including outfall locations and drainage areas?
❑
® [] ❑
# Does the Plan include a list of significant spills occurring during the past 3 years?
❑
0 ❑ ❑
# Has the facility evaluated feasible alternatives to current practices?
❑
M ❑ ❑
# Does the facility provide all necessary secondary containment?
❑
19 ❑ ❑
# Does the Plan include a BMP summary?
❑
® ❑ ❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
❑
® [] ❑
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan')
❑
19 ❑ ❑
# Does the facility provide and document Employee Training?
❑
0 U C
# Does the Plan include a list of Responsible Party(s)?
❑
EN ❑ ❑
# Is the Plan reviewed and updated annually?
❑
PH L] ❑
# Does the Plan include a Siormwater Facility Inspection Program?
❑
I-- ❑
Has the Slormwater Pollution Prevention Plan been implemented?
❑
® IL ❑
Comment: Prepare a SWPPP within the next six months. Please contact this office for review of
documents, lmplement SWPPP includinq all documentation.
Qualitative Monitoring
Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? ❑ IM H ❑
Comment: Determine sampling point and begin sampling protocols.
Analytical Monitoring
Yes Nr. NF, NZ
Has the facility conducted its Analytical monitoring? ❑ W Li ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ NJ ❑
Comment: Determine sampling point and begirt sampling protocols
Permit and Outfalls
Yes No NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site? ❑ ®n ❑
# Were all outfalls observed during the inspection` ® ❑ ❑ ❑
# If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ ® ❑
# Has the facility evaluated all illicit (non stormwater) discharges? ❑ ®F.] ❑
Comment: Implement permit requirements.
Page. 3

NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
November 16, 2012
Samuel Long
Cape Fear Boat works Inc
PO Box 1601
Carolina Beach, NC 28429-1601
Subject: NPDES Stormwater Permit Coverage Renewal
Cape Fear Boat Works Inc
COC Number NCG 190085
Brunswick County
Dear Permittee:
In response to your renewal application, for continued coverage under Stormwater General Permit
NCG190085 received April 12, 2012, the Division of Water Quality (DWQ) is forwarding herewith the
reissued Certificate of Coverage and stormwater General Permit. This permit is reissued pursuant to the
requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between
the state of North Carolina and the U.S. Environmental Protection Agency, dated October 15, 2007 (or as
subsequently amended.)
The following information is included with your permit package:
• A new Certificate -of Coverage -
• A copy of the stormwater General Permit
• A copy of a Technical Bulletin for the General Permit
• Copies of the Discharge Monitoring Report (DMA) Form
• Copies of the Annual Discharge Monitoring Report Form (if applicable)
• Copies of the Qualitative Monitoring Report Form
The General Permit authorizes discharges of stormwater only, and it specifies your obligations with
respect to stormwater discharge controls, management, monitoring, and record keeping. Please review
the new permit to familiarize yourself with all changes in the reissued permit. Significant changes to the
General Permit are outlined in the attached Technical Bulletin.
Your coverage under the General Permit is transferable only through the specific action of DWQ.
This permit does not affect the legal requirements to obtain other permits which may be required by
DENR, nor does it relieve the permittee from responsibility for compliance with any other applicable
federal, state, or local law, rule, standard, ordinance, order, judgment, or decree.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: 91M07-6300 1 FAX: 9IM07-64921 Customer Service: 1•877.623.6748
Internet: www.ncwaterguality.org None
An Equal Opportunity 1 AifrrmOve Action Employer ` ' orth C aro 1 I n a
Naturally

If you have any questions regarding this permit package please contact the DWQ Stormwater Permitting
Unit at 919-807-6300.
Sincerely,
ORIGINAL SIGNED 8)
KEN PICKLE
for Charles Wakild, F.E.
cc: DWQ Central Files
Stormwater Permitting Unit Files
Wilmington Regional Office, Surface Water Protection Section Supervisor

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG 190000
CERTIFICATE OF COVERAGE No. NCG190085
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
- Cape Fear Boat Works Inc
is hereby authorized to discharge stormwater from a facility located at:
Cape Fear Boat Works Inc
PO Box 1601
Carolina Beach
Brunswick County
to receiving waters designated as Cape Fear River, a class C; SW and the Cartwheel
Branch, A class SC, SW waterbody in the Cape Fear River Basin in accordance with the
effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II,
III, IV, V, and VI of the General Permit as attached.
This certificate of coverage shall become effective November 16, 2012.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day November 16, 2012,
ORIGINAL SIGNED 81
KEN PICKLE
for' Charles Wakild, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit Coverage
Renewal Application Form
}q\4AigRG National Pollutant Discharge Elimination System Permit Number
Stormwater Discharge Permit NCC 190085
o�
The followinu is the owner affiliation information currently in our database for your facility. Please review this information carefully and make all
corrections/additions as necessary in the space provided to the right of the current information.
Owner Affiliation Information * Reissned Perndt will be mailed to the owner address
Owner / Organization Name:
Owner Contact:
Mailing Address:
Phone Number:
Fax Number:
E-mail address:
Cape Fear Boat Works Inc
Samuel Long
PO Box 1601
Carolina Beach, NC 28429-1601
[phone]
o
Facility/Permit Contact information
Ifthere has been anv chance to vour facility/ permit contact infonttation. please indicate updates in the space provided below.
Facility Name:
Facility Physical Address:
Facility Contact:
Mai I inQ Address:
Phone Number:
Fax Number:
E-mail address:
Impaired Waters/TMDL
Does this facility discharge to waters listed as impuired or waters with a finalized TMDL? ❑ Yes 5�No ❑ Don't Know
{For information on these waters refer to hgp:11h2o.ertr.stafe. tic. tislsii/lmpaired_>Vaters_TilIDL/ )
CERTIFICATION
certifv that I am familiar with the information contained in the application and that to the best of my knowledge and belief such information is true,
complete and accurate_
Signature
Print or type name of person signing above
Please return this completed renewal application torm to:
APR 1 9 201112
DENR - WgATE QU;,117Y 'atrs�.t� o ... _
Date
Title
Stormwater Permitting Unit
Attn: Jennifer Jones
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Facility/Permit Contact information
Ifthere has been anv chance to vour facility/ permit contact infonttation. please indicate updates in the space provided below.
Facility Name:
Facility Physical Address:
Facility Contact:
Mai I inQ Address:
Phone Number:
Fax Number:
E-mail address:
Impaired Waters/TMDL
Does this facility discharge to waters listed as impuired or waters with a finalized TMDL? ❑ Yes 5�No ❑ Don't Know
{For information on these waters refer to hgp:11h2o.ertr.stafe. tic. tislsii/lmpaired_>Vaters_TilIDL/ )
CERTIFICATION
certifv that I am familiar with the information contained in the application and that to the best of my knowledge and belief such information is true,
complete and accurate_
Signature
Print or type name of person signing above
Please return this completed renewal application torm to:
APR 1 9 201112
DENR - WgATE QU;,117Y 'atrs�.t� o ... _
Date
Title
Stormwater Permitting Unit
Attn: Jennifer Jones
1617 Mail Service Center
Raleigh, North Carolina 27699-1617

ff�' a
NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Samuel long
Cape Fear Boat Works Inc
PO Box 1601
Carolina Beach, NC 28428-1601
Dear Pertnittee:
Division of Water Quality
Charles Wakild, P.E.
Director
April 2, 2012
Subject: NPDES Stormwater Permit Coverage Renewal
Cape Fear Boat Works - Navasa
Permit Number NC:G i'h 0085
Brunswick County
Dee Freeman
Secretary
Your facility was covered for stormwater discharge under NPDES Permit NCG 190085, however, this
permit expired on 8/31/2009. To assure consideration for continuing coverage under your permit, you
must apply to the Division of Water Quality (DWQ) for renewal of your permit. Enclosed you will find a
permit Renewal Application Form, Supplemental Information request, and a Stormwater Pollution
Prevention Plan Certification for your facility. Filing the application form along with the requested
supplemental information will constitute your application for renewal of this permit. . '
The application and supplemental information must he completed and returned to DWQ by May
15, 2012. Failure to request renewal within this time period will result in the inactivation of your expired
permit in our system. Discharge of stormwater without coverage under a valid stormwater NPDES permit
constitutes a violation of N.C. General Statute 143-215.1 and -may result in the assessment of civil
penalties of up to $25,000 per day_
If you have any questions regarding permit renewal procedures please contact Jennifer Jones of the
Stormwater Permitting Unit at [e-mail] or [phone].
Sincerely,,
Bradley Bennett, Supervisor
Stormwater Permitting Unit
Cc: Central Files
SPU Files
1617 Mai# Service Center, Raleigh, North Carolina 27699-1617
Location' 512 N. Salisbury St. Ralegh, North Carolina 27604 One
Phone: 91H07-63001 FAX: [phone] Customer Service:1-877-623-674B NorthCarofina
Internet: www.nowaterquality.org ��r�N� //
An Equal Opportunity 4 Affirmative Action Employer bl L "y

AA •
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
April 24, 2009
Mr, Samuel E. Long
Cape Fear Boat Works, Inc.
PO Box 2195
Leland, North Carolina 28451
Subject: General Permit No. NCG190000
Cape Fear Boat Works, Inc.
COC NCG190085
Brunswick County
Dear Mr. Long:
Dee Freeman
Secretary
In accordance with your application for a discharge permit received on April 7, 2009, we are
forwarding herewith the subject certificate of coverage to discharge under the subject state -- NPDES
general permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143-
215.1 and the Memorandum of Agreement between North Carolina and the US Environmental Protection
Agency dated October 15, 2007 (or as subsequently amended).
Please take notice that this certificate of coverage is not transferable except after notice to the
Division of Water Quality. The Division of Water Quality may require modification or revocation and
reissuance of the certificate of coverage.
Note that this permit only authorizes stormwater discharges as described in Section B of the
permit. This does not include other waste streams including, but not limited to, boat hand cleaning,
pressure washing, and fish'cleaning stations.
This permit does not affect the -legal requirements to obtain other permits which may be required
by the Division of Water Quality or permits required by the Division of Land Resources, Coastal Area .
Management Act or any other federal or local governmental permit that may be required.
if you have any questions concerning this permit, please contact Cory Larsen at telephone number
(91.9) 807-6165 or [e-mail].
Sincerely,
ORIGINAL SIGNED BY
for Coleen H. Sul fN PICKLE
cc: Wilmington Regional Office
Central Files
Stormwater Permitting Unit Files
Wetlands and Stormwater Branch
1617 Mail Service Center, Ralegh, North Carolina 27699-1617 'thCarOlina
Location: 512 -8 7 Salisbury St. Ralegh, North Carolina 27604 6748 `
Phone; 919.807.63001 FAX:,9i9$07-6494 4 Customer Service:l$77$23-&74B !i a/
Internet: www,ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer

�'� .r

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURA1, RESOURCES
DIVISION OF WATER QUALITY.
GENERAL PERMIT NO. NCG190000
CERTIFICATE OF COVERAGE No. NCG190085
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by theNorth Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Cape Fear Boat Works, Inc.
is hereby authorized to discharge stop-nwater from a facility located at
Cape Fear Boat Works, Inc.
1690 NE Royster Road
Leland
Brunswick County
to receiving waters designated as the Cape Fear River, a class C; Sw water and the Cartwheel
Branch, a class SC; SW water in the Cape Fear River Basin, in accordance with the effluent
limitations, monitoring requirements, and other conditions set forth in Parts I, II, 111, IV, V, and
VI of General Permit No. NCG 190000 as attached.
This certificate of coverage shall become effective April 24, 2009.
This Certificate of Coverage shall remain in'effect for the duration of the General Permit.
Signed this 20 day of April, 2009.
ORIGINAL SIGNED BY
KEN PICKLE
for Coleen H. Sullins., Director
Division of Water Quality
By the Authority of the Environmental Management Commission

LOCATION MAP:
7i
'� 3 ''� �
Cape Fear'Boat W6ri ks,'Inc
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NORIN
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, 4 311
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;�a.,. ,•, �...�:,:�.�� ,.ram � � .�-:�-���=�ra_��,� Aye
NCG190085
n
1Wap Scale P20,000
Cape Fear Boat Works, Inc.
Lad tude: 340 16' 14" N
Longitude: 7811 00' 02" W
County: Brunswick
Receiving STeam: Cape Fear River & Cartwheel Branch
Stream Class: C; Sw & SC; Sw
Sub -basin: 03-06-17 (Cape Fear River Bain)
Facility Location

Re: Cape Dear Boat Works NCG 190085
Subject: Re: Cape Fear Boat Works NCG190085
From: Linda Willis <Linda.Will is r@i ncmail.net>
Date: Wed, 15 Apr 2009 16:54:02 -0400
To: Cory Larsen <[e-mail]>
Issue Cary. We want them covered. if a more stringent permit is required, we'll have an opportunity to go there when the
NCGI90 renews.
THx!
LW
Cory Larsen wrote:
Hi Linda,
I've reviewed the attached NOI for this facility. They drain to both the Cape Fear and Cartwheel Branch C/SC;Sw waters.
It appears they have post -construction stormwater controls and also collect and dispose of boat -wash wastewater. overall
good application in my view. Does WIRO have any concerns about issuing them a stormwater general permit? I know this
permit will be renewed/updated in July but don't know if we would hold onto the application that long to get them under a
more rigorous permit. Thoughts? I'll plan on issuing if I don't hear anything back after 30 days. Thanks.
Cory
Cory Larsen Environmental Engineer NCDENR I DWO I Stormwater Permitting Unit Ib I7 Nail Service Center, Raleigh, NC
27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: [phone] Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed
to third parties.
of 1 4/20/2009 10:06 AM

W ALTON EN INEERIN
April 2, 2009
Stormwater Permitting Unit
NCDENR-.DWQ
1617 Mail Service Center
Raleigh, NC 27699
Dear Mr. or Mrs. NCDENR Representative,
Attached is the National Pollutant. Discharge Elimination System application for coverage
under General Permit NCG19000O for Cape Fear Boat Works, Tnc. 1 have also included the
Stormwater Pollution Prevention Plan for Cape Fear Boat Works, Inc.
If you have any questions please call me at 910-259-4800:
Sincerely,
. KZ-4 /
J. Rueger Houck
Tel: [phone] PO Box 595, Biugaw, North Carolina. 28425 Fax: [phone]

CAPE FEAR BOAT WORKS, INC.
STORAIK'A TER POLL UTIONPREVEAWOIT PLAr1
Per General Permit, NCG 190000
04/02/09
Prepared By:
WAL 7'ON ENGGINEERING
PO Box 895
Burpw, NC 28 425
(9 1 0) 259-4,800
0

INTRODUCTION
0 Nctme of f lacili!}%
Cape Fear Boat Works, Itic.
71tpe of1;acllity
This site functions as a large boat repair facility. A CAMA _Major permit is pending
approval to add a commercial marina. Also negotiations are ongoing to add a boat
manufacturing facility.
Date of Initictl Operation
The facility began operation in November of 2006,
Location of Eacilily
Cape Fear Boat Works, Inc. is located in the northeastern portion of Brunswick County,
North Carolina. Figure 1 is a vicinity map. The plant site is located at the east end of
Royster Road (SR 1431), just north of the village ofNavassa.
Aldine and Addii-ess. of iJ vner
The 53 acre site is ov+lned by Cape bear Boat Works, Inc_ The address of the company is:
1690 NE Royster Road, Leland; North Carolina 28451
The principal officers of the company are!
President: Mr. Samuel E. Long
Technical Director: Mr. Todd Bates
Plant Manager: Mr. Todd Bates
0

• MANAGEMENT APPROVAL...
This SPPP Plan is a carefully thought out plan, prepared in accordance with good
engineering practices and has the full approval of management at a level with authority to
commit the necessary resources.
Signature
Name
Title
Date
•

0 SITE PLAN
Narrative Description
This facility functions as a full service marina, including boat repair, service, and wet and
dry storage.
Figure 3 shows the general topography of the project site with one foot contours as well
as existing and proposed structures. A small tributary of Cartwheel Creek is located just
west of the western site boundary. High Rise Services Company and American
Distillation, Inc. are located on the northern side of the site boundary. Located to the East
is the Cape Fear River with wetlands bordering the south side of the site. The principle
elements of the site are: An of ice building; a machine and mechanical shop; a paint
shed; a boat lift; dry storage (boat rack) and proposed docks and piers.
The only land access to the site is upon a gravel road at the end ofRoyster Road, which
enters the northeast corner of the site. Upon entering the site, the office building is
located directly in front of you, with parking to the left, and the machine and mechanical
shop to the right. Tile gravel road ends just passed the office, opening up to a gravel area
with additional parking and boat storage, including the dry storage boat rack. Any
loading or unloading of boats on trailers, occurs in this area. Just passed the office
® building, along the coast, ties the boat lift. The paint shed is located just behind the
�J machine and mechanical shop. To the east of the site, along the Cape Fear River. are the
proposed docks and piers. They have been outlined in red to illustrate that they are
proposed.
Cape Fear Boat Works, Inc. is located on a 53 acre site. The facility itself is located on
only 15 of the 53 acres. It is located on the northeast corner of the property. The rest of
the property consists of undeveloped wetlands.
The surface runol'Y' for the site will drain into three areas. Runoff from the entrance of the
site, from the machine and mechanical shop to the parking area, will drain into a
proposed sand trap. Another sand trap has been proposed along the northern boundary of
the site and will collect runoff from behind the paint shed to the power line. Both of the
drainage areas for these sand traps consist of about a half of acre. The rest of the site will
drain into a proposed swale, 1305 Ii long, running from the southwest to the northeast,
across the western end of the developed acreage. This swale will deposit the runoff into a
proposed wet detention pond, located on the northwest corner of the site. Runoff from
this detention pond will drain across a 30 foot vegetated filter and into the swampy
tributary of the Cartwheel Branch, which in turn empties into the Cape Fear River. The
drainage area for this wet detention pond is roughly 7.5 acres.
Future fueling of boats located in slips will occur from a fuel track. The fijel truck will
• be located on a proposed concrete pad, located on the outside of the concrete wall near

the machine and mechanical shop. Surrounding the pad will be a six inch hump to act as
a containment dike, in the unlikely event of a fuel spill.
Loading and unloading of trucks occurs on the concrete pad located next to the machine
and mechanical shop. This pad is enclosed on the south and north sides and is roughly
3'0 feet long, allowing amply time for clean lip of any small spills resulting from the
loading or unloading of supply trucks- The loading and unloading of boats to and from
the water occurs at the boatlift. Before the boats are placed in or removed from the
water; they are washed down at the base of the boatlift. This will keep unwanted
contaminants from being transferred to and f•orn the Cape hear River. This wash down is
collected at a drain at the bottom of the boatlift. The wash down is then pumped to a
holding -tank that is -routinely emptied by High Rise Services Company, a small waste
reclamation facility -
The only wastes produced on site are from the above mentioned wash down water and
used motor oil resulting from boat servicing- Disposal of these wastes is contracted
through High Rise Services Company.
Sign? frcant Spills
No significant spills have occurred at the site.
STORMWATER MANAGEMENT PLAN
is Technical and Ecr twmic Feacsihility
At this time, Cape Fear Boat Works; Inc. believes all measures and practices in place to
eliminate or reduce exposure of materials and processes to stormwater to be the most
practical and economically feasible.
All chemicals are stored indoors in approved explosive cabinets, eliminating contact with
stormwater. The truck loading and unloading area is located on a large semi -contained
concrete pad. Wash down from any of the bows is collected in a storage tank and
disposed of through an off -site company.
Bast Management Practices
To control stormwwater runoff Cape Fear Boat Works, Inc. has implemented many BN4-P's.
They have proposed two sand filters as well as a 1305 feet grass swale. The swale
empties into a wet detention pond, which contains a 30 feet vegetative filter strip.
To reduce contamination transfer to and from the Cape Fear River, a wash down station
has been installed at the base of the boatlift. Any work performed outside of either
building will be done on the concrete pad and will employ the use of hazmat drop
clothes.
. hispection of Stara water Conveyances

The following procedure will be used to limit or prevent erosion associated with
stormwater systems_
A) 1, Weekly inspections will be performed on the entire stormwater system in
conjunction with log sheets.
2. Each lop, sheet will contain:
Date and time
Signature of inspector
Work order number for any required repairs
Work required under remarks
Work completed date
3. These records will be kept in the main control room for a period of five years.
B) A preventative maintenance program is outlined in the Cape Fear Boat Work's. Inc.
standard operating procedure manual for process equipment reliability. (incorporated
by reference)
C) Cleaning of equipment and handling; of cleaning materials is outlined in Cape Fear
Boat Work's, -Inc. standard operating procedure manual. (incorporated by reference)
•
U

a
MMAWI
NOiFE TiMS PLAN IS DOW ON
SUR4EYs 8Y nr, iE119oN, NC RLS,
,wo 110FIN IWIYNE, NC RLS.
r
004 VIt11® — Appm 25 ac

\ ~�
AL
oft" raw"" r � S
HIGHR{SE SEWCES
let '
o�95
.00
Proposed
Proposed t f
u �: 1 f� Drainagge Area —1
ff tom^.. _a (FJA —1) ❑
f�:�J \ Draina Area (
� DA—2-2)-2
`
Drainagqe Area —3
AL AL ItofImp 10
Figure Project:
Cape Fear Boatworks Title: Development Plan With Piers 2 and Docks WALTQN ENGINEERING
PO 8ai 89S Btwitaw, NC 28425 910 2.494800
Date: 3126109 Scale: 1" =130' Drawn by, ALMIRMW Project0: 200551

Table6i
Mulctiing Malanals and Application Rates
Pr gce Smndarda aad5pacl�xdirax
Definition AppUmm of a protteoiw 6 m&d of suave a whet plat reridw. gavci, a
ayadMic n of riat k rise wit -1-
Purpose Topnm,er,M.airy,r!' .,ry,,,u,-tp,cra.,fm4.Mgimnu1anJa.erla,w11-
-MOk1s fosscn es®oWm nr rexcwd,m. Flit-evaporad,m, im lie doe soil,
=it suiTrriey weed peters. Mush tx ncif-lly aced w aakm LyWiVe
Planangs-
Conditions Where Mulch ruapormy or,xvs at sash got kwnrdlatcllr. Aim dam dames he
Practice Applies plat hca w Bribe emote should be mulehed to provide ie,npwa.y swarm•
dun of do sailasef'acr- Dag an ogysk -kb In dskcaw (rut not wood f1b.).
dad sad dames aaca as p-ible. 2-1.1A a..rd platdirX orr„xa, Aruba.
d, si nnndco-i to 1whilam dit snit lsetwcod plank,
fr Planning A sudsre mulch iadka ,ni ti". pr%ritclmaasafmnaereagn nnrrmd
ConsideralionS er It, ansguurbetl led prior tc"fmiasfan a .Rkhment Mulefi dise,a d
rmt.m,m. lms bym-aprmian=ecv mousuna uwlsisAngofa. mil ah..
nwdrmtclaol, mmpmewael,tkn idesa witabi<mkrMbin us. WPxdvenim-
dan, OW WY Ialicaee do, Inniorwan mm urd. soil
ekgmiu mulrhrasuck a coat.xxwduhipr,mtlshraddoehorklmvcbxosnmrd
to bedw e,codkcdrn Doion vs eawiakwi���mxyhasev�rsonbmpa-
lot,2Wand
aammah.0ecompnddanorwn awed lah.4cmrinap.iA.
nilkard mmwds d awl natiow, mating a nacwmry W wldny fr riH+arion
rare-d l hallxr wiry sht Mulch tNhle6.lan).
A twrny of bout and blob here here dr4ppad in svca # yoan €or _ as
in", fsrHaufuly to cruieelu ,suds as woacrw4Ya add eham.1, VuskWn
types of Willis MuMb aU-aaeevaid,ble In, Wh r organic mulches.
Cknsri'ailairarablli4-noroodbin*.. when wvdAlum, i'0-cffocsr bwl
other lypel or noulclws. Tbese productsac raiwwily edit Aar smki,sg woxd
rlLamaldR
'IAechGitzor iaiY,(win ligdbw fd behmea,m milgwdiuwrs.namr.
lypeof flan -ant Ow W'ihc uea. A rsr4er11'4VWaM mdcd moil.
at woo beer hi. fl Is e,p,rfaay impoaam wen caglilkpl.'t fur germicaslon
nit cprlmma, sucb as salstsummcr and Wily comer, and w diffreuk aroan
ash a as!hopesand d pea vlth mudwm rap-.
ORGANIC MuLCUM
Seat udresmdtnmonivns,[e-mail]
dam,ld rank frwn wheat or cars (•anae gieiir a ), and may be spread by Imo
a will a mekh Nawa. 5bsw nay a tnr 1a weld and aura be Isckcd down.
Wood chips =muhahia fox aram that win m he closely moved. cad wwa
nrna,nelwl pMmini;L Chlla do no'rtgwire mcising. B,eawte amy dwraw. o
RIMY they maal be W4W mik 11 pouuda or nhrozaas eau to
to pevrm
Table 6_11 p
Seeding No.1 GP for: Well- to
Poorly Drained Solis with
Good Moisture Retention;
Low Maintenance
Material
RetaPerAcre
Quality
Notes
orgsnla Mulches
straw
1.2 tons
Dry, unclgppad, un-
Should wire from wheat ct oats;
waslhered; avaidweeds,
spread by hand or machine; must
be lacked down.
Woodchips
5-6lons
As dry
Treat with 121hs nlungarsrtart. Apply
with muEa4 blower. chip handler, w
byhand. Not for use in H.. rod.
Wood Met
0.5-1 ums
Also relarredto aawoodcW.bso.
May be hydiosooded. 0o not vas
in but. dry weather.
Bark
35 cubic yards
Air dry, shredded or
Apply with much bkn ,, chip
hammer-m[IWd,arch0A
hendlarbyhaul.DonoiwA
asphat lack.
Co. stalks
441ans
Cutorahraddad in
Ap" With muldt bluwaror by
4-6 in. Hngths.
heard. Not for use to ties turf.
Sorkeaa
1.3 lane
Grew or dry; should
ktspedaza
contain mature Geed.
seed -bearing
stems
Hots end wig'
Jute net
Cawr eras
Hoary. unilo,m; wo,ran or
withstands wwlerilaw, aim when
aingla ium yam.
used with oganic mulch.
Fiberglass
COVM am$
Whhalanda watenbw. seal when
net
used lath aiganlc mulch.
Excelsior
cover area
withstands watereew.
(wood fiber)
mat
Fiberglass
0.6-1 tons
Conlinuousiibarsddiewn
Apply with a compressed air
rwin8
state bound lagathsr with
apolor. Tacit with emulaaisd
a rme40de agent-
eaphet at a rate of 25-35
gaill oOD sq ft.
I:hamicaf atabilhoma
Aqualah
folllawl
Not bertellcial to plartt Mwth.
Aerosptay
manufacturer's
Curasol AK
spacficsliums
Fabosetas
Terra Tack
orwtsoo
CanaWa 743
M-145
'Refer to practice No. 6.30, Grass Creed
Ghannah-
zOso all trade names dues dal imply
oodorso chid of pendent,
-- - --- - -.
Seeding mixture
Species' Rate (Iblacra)
Tall fescue 80
Pensacola Bahiagrass 50
Sericealespadeza 30
Kobaleapedeza 10
Seeding notes
1. From
Sept, 1 -that. 1, use unsca»fied swiceaseed.
2. On poorly drained sites ontd sericaa and increase Kobe to 30lWacre,
3. Where a neat appearance Is desired, omit saricea and Increase Kobe
to 40 Ibtacre.
Nurse plants
Between Apr. 15 and Aug. 15, add 10 blacre, Getman millet or 15 Ib7acre
Sudangrass. Prior to May 1 or after Aug. 15, add 25 Iblacre rye (grain),
Seeding dates
Bast Possible
Eatfy spring: Feb. 15 - Mac 20 Feb. 15 - Apr. 30
Fall; Sept. 1 - Sept. 30 Sept. 1 - Oct. 31
Soli amendments
Apply lime and ledilizer according to soil tests, or apply 3,000-5,000lWacre
ground agricultural limestone (uselhe lower rate on sandy sails) and 1.000
Rtdacre tq-tq-to fertilizer.
Mulch
Apply 4,o0o ibtaaxe grain straw or equivalent cover of another suitable
mulch. Anchor sfrawby lackingwith asphalt, nefting,or roving orbycrimp.
ing with a much anchoring tool. A disk with blades set nearly straight can
be used as a mulch anchoring tool.
Maintenance
t growth is less than sully adequate, rafeni€ixa in the second year, accord,
Trig to sail tests ar lopdress with 500 lb/acre 10-10-10 fertilizer. Mow as
needed when sencea is omitled from the mixture. Reseed, lertiliza, and
mulch damaged areas immediately,
'Refer to Appendix 8-02for botanical names.
Table 6.11v
Seeding No. 7CP for: Seeding Mixture
Grass -lined Channels, Species, Rate(lb/aue)
Coastal Plain, Lower Common Bormudagrass 40-80 (1-2lb/1,000 ftz}
Piedmont, and Dry Solis in
the Central Piedmont Seeding dates
Coastal Plain: Apr. -July
Piedmont: Apr, 15 -June 30
Soll amendments
Apply time and fertilizer according to sail tests, or apply 3.000 Iblacret
ground agricultural limestone and 500 lb/acre 10-10-10 fertilizer.
Mulch
Use jute, excelsior matting, or other effective channel Bening material to
covarthe bottom of channels and ditches. The lining should extend above
the highest calculated depth of flow, On channel side slopes above this
height, and in drainages not requiring temporary linings, apply 4,000
Ib/acre grain straw and anchor straw by stapfing netting over the top.
Mulch and anchoring materials must not be allowed to wash down slopes
where they can clog drainage devices.
Maintenance
A minimum of 3 wooko la required for ealabliahment. Insp-1, and rapalr
mulch frequently. Refertilize the following Apr, with 50 Ib/acra nitrogen,
Table 6.10C
Temporary Seedling
Raabommendaslogs for Fell
T11111011.11111
able6.1pb
T#wpDlly Boleti€rig
Igeaommendatfarlsfor
SElls'rmer
i
t3af.Wing rnixture
Spoic 5 Rate(E6 AV41
Rye wfa!n) 126
SMIng dates.
MOw1WA%-Aog, 15 . Oat 15
Coastal Plaieit and Piadrnom-Aug. 1-4. Doc. 30
Soil amendments
t=01"I &tit fast# dr ;poly Z,00p Ib'acra ground BgricuY.uFdl lirwoslene asTQ
t.0, Ill sore 10-10.1 D (66i sr.
Munch
,4ypty 4,1rOB lblscrsstratr Aas}1nr straw t+Y tacking wi±n atpltati, n8tiarg,
or a mulch anchoring lagl, A Qisk Willi btadvs eel nearly straigid can be
used as a muith oirwhorktg lool.
Mslntanance
Rgi and rafandlize, damaged areas Immediately. TDpdraSe with 50
Iblacre of nitrogen in Mausek. M it :4 aouygaary 10 oldend lempmary aovar
lyeyond June 15. overse" with 60 fblmm Kobe (Pradmonl and C4adtitl
Wain) or Koreas IMouniatrso) laspedeza inlorkiFe0ru8ty at early March.
Seeding mixture
speclea Rate (lWacra)
Gelman millet dot
In the Piedmont and MounWns, a smali.slemmaid Sudangrass may bo
su6e6uted at a nits of 50 tbfacra.
Seeding dates
Mountains -May 15 - Avg, 15
€ iedmMI -May 1 • Aug. 15
Coastaj Plain -Apr. 15 - A;fg- t 5
Boll alnSndln9M8
Follow pagodnmartdatlons of scil testsor apply2,0001eTaere ground agricu l-
tui al limestone and 750 lVattre 10-10- 10 lentiizer.
d14r1Gh
Alit' 4,OOD Iblacm straw. Anchor straw icy tacNiRg witty aaphall. noving,
of a mulcal Anchoring tool. A disk With Wades set nearly Straight can be
used as a mvl;h anchoring tool.
Malrit 11lil ce
Relalliilze it growlh is net lullyadequatel. Reseed, refamilUa and maids I m.
mpoiatefy fallowing orgmut or 9111er damage,
Wetland Plants
SaervldSE Marrs
Cam
emon Nome
Co.-i
farm
lwagefkRly
ft
Taadaaen
Tekrdrwe
Wildlife Value
Note.
wt9par7
Emergent
Yea
up to 1 n-
High am eaten
Full sun topartialrd partial eha
Emergent
Yee
up to 1 ft.
M�oalo �nTabora
tggreaahe oolani-
ek palate
by and
ke
Aaargocpns Nr a.
aroomesdge
Podmsbr
Yes
up to 3 In.
High. Sondhlyds and
Talardrd to auc4aaHrg wgkar
brownn. 9rinbr tdod
and cover
lowds A pgrNal shade
yv6merehrs
Emergent
Yee
up to 1 fL
N/A
RWms full sun
gushy
L3raMyIW/fsrkm a6mviiatteir
Submergard
Yet
Yee
�� shhelteer
� far
taMrom.lk6juld gmwlh�
With and Invartabrolea.
Sit4yw PLO oar
tbmmat Thrws-Squmw
Emergent
Yes
up to a In.
HlIaah. Seeds, ewer.
w'aErfarl,
Pest aolontmr. Can tolerate
Full
wnpblydr-
period. of dryasee. rim.
Hill meal remov,x.
1
yesYm
Hip. Foada Mewl
High matdl nwrmxar
tludo
7ZM
//Emergent
sh
Siva-ermwus
Yes
up to 1 ff.
Low, mtcapt for
Rapid growth. Shade Wkmnt-
Daard'e tan
woa4d,,,s
w
Fmergant
Yes
up to 3 In,
Low. Neotor
Full sun. (Yes talero+e periodic
f Hibiscus
yneee•
� la
Emergent
Yes
up W 1 I
rate,uckil.
Fug a- to partial sheds,
Near i If
fMwrx wren pscaya"
SUGnsrgent
Yee
Yee
Erf"I, hWh.
Removes heave metal
Pond Ward
whtartowl, marsh and
Lsas_6 orydolder
Emergent
Y"
up to 3 In.
High. Food and owver.
Full sun aHheuah tolerant of
assalb '*
s�'hor�ellw ata611bdWn
L1war 4qn
Emergent
Ye,
up to 3 e,.
High. walarlord grad
Many wetland and saverol
Sedges
wngWrde,
upland species.
.SnPors saahly
Emergent
Yee
up to 1 tL
Moderate, Peed sever
Fug Gun. Aggreslva weedy
Sari-eterrr auLet.
and food.
aliens sutls nr p..�nhEwhare
A R9sa
Emergsvt
Y
up to 1 ft.
Hight YYatrrfowl,
Fast colonizer. Tolerant of
snortraad
sar=o e. 5eede end
Cater.
fluotuWng water level.
,.ethics dat ama
Errsergent
Yes
up to 1 fL
Moderate
Towel" tat or dry
Soft Rush
condlu ne.
M4astar' A,Karekr
raneraant
MWd eta far food bvt
Fast colonizer. Telow"t of
Yea
up to 3 tL
Spotterdeak
high for cover
fluctuating water levels.
Afteam arvyafmn
Perimeter
Yee
up to 3 In.
High. Seeds, corer for
Tolerates at and dry
AwItchgraa
wokarfawl dnd saagblydr.
candtHons.
Acgraw cmlxvsra
Somet Sao
Pedmew
Yes
up to 3 1n.
Low
Tolerant to ddrrytr perlode.Net d
Submargaet 1
rapid dekrrfmr. Tderdkas
acidic wridWans.
abala, c Wldwwx*
Subm"gent
Yea
Ytw
Law
good water ostygenotar. HI h
Wote"W"ad
nutrient, copper, manponeu
dnd chromium rantovai.
Haw-.* mnaripi m
hgld Wary
Submergent
Yee
Yp
tlppaah. Food for
Tolerant of water and
wetarf"I Habitats far
tfeh and inverbibm..
high nutrierd kwdo,
211iwwb dV bAw
Emerson:
Yee
up to 1 N.
High. Food for blink.
PraMn full sun.
yRM Rice
T=fTahte from: aL naaae.,rar Wauaads i a,dde6o� flit tmdloa satmm sued r lda®Ymat aaBarsda 14 the mod_
AIIIL chwler
NOTE: Consult with the US Department of Agriculture and/or The Natural
Resource Commission Service for planting specifications.
i
rleae eaehea�h � q a oast Aama M a eedbw„k
M,o�ugh a°ob,. a M'bre no wNr Mromiw 1M water Rees
Not. to Scale
(See Plan Vies ter 18' �.., t I `
Rip flap OeWd deplctSan) 7 1
Ixed r ..
stair
-
• ' `-�• .� 30' 3YWV.E CROSS--3ECfg111
. '. 4.Elev.DIY Y FlHar Rl armor r All S '~
x
D
EILH�
(aae161W19pa W Y l \ ` '` \ '/ _ V 1, J/ t� I fit -•
4,11if tilt iwr
Xl >p
ARE FROM MAP N 191
NOTE: //�JJ EDGE OF GRASS
\ 1\ SOUNDINGS OF' THE CAPE \� Bt. � •_'. � �;•
L FEAR RN T3� ` RN"319.23
�l \ BYHANOVER DESIGN CO. E 23a1621.32
•Id 18 r� T� I 1`\ ` DESIGN CO. FM HIGNRISE OE \ �)
_ _ ,+i r 1 1 \ ` \ SERVICE C,O. DATED 11/O6/06 \ 7 €�/! rC Z06 9Aant2u061,-
a'awa` Q I I I N i8t277.fg9
0 N 4 4 31 0 O E 23017789.7 \ \ I
68.32
:.: OA 14y �at,_
O k i. ly�+� �~ \ \ \ aryl s. S2r She HyNNF� CHANNEL
as I1�4 � sir +8.5
1` - '� _ ►11s ! W 2, used _
\ Rl �
�\ r ,-•^1I��`a _ ` ` ``` per_, `Qr ,O w r -;.0 -I >/+ 14.5 -4,: El LEGEND
N86'26'5Dr I ` `�_ -- 11PIE 4'3' I II�G 11 tic/ c�.a.('UAklklrr 1
T Existing Pavement
t � � 34' Access Easement
I`
1
5
41
l
t
1
1 1 � V HIGNRISE SERVICE
'
' � 4
p
p
Outfall for 2; A'
Drainage _ _--
� Area -3
4�\� _I 6�
1 0
j /Jr
�A � 1u�
qr
L8 3
Q}
E N
L0 L
7 4 L71
�2
L75 L73 72
lfa� �� 77 L6
li
6�II L78 L7 6
SAND FILTERING DEVICE
> L 7 9
Fa 0
Ynad
L ^ 0
_ ,waea Pgae
CAPE FEAR
;h,wnrnluaaaaad �,.
It"Me, Trlae �' �
Harr,/''�kd:aeafnfp„l'lauuLn'tanrehn•)• ` SwdFiller CLwabrr
Cdinaed Ria9°edvao. (irgrc45NkJ
s ��,.: `. I :.:�a� r'.wres was ., . m��•�aa
cow ."+rrawi'�is�.
rha,l.a r.r"r"rei �rr:r: t
3„ c„mdc�,p w;d �aicc•aa
lM tit.,. 00
, O�
Its J\j
CIa,Af� ggen6or , V .5
iwi
pipe 12"
Clearance between bottom of filter anaSi IWT
df
24"
Depth of the sand media filter bed
dsHWT
12"
Clearance between the boittom of the sand filter ant:
SHWT
Wsed
15'
Width of the sedimentation chamber/forebay
Table &,11Ya
Temporary sewing
Ramnamandallanti tar late
Winter and Early Spring
IMPORTANT: In accordance with NC General Statute S 113A-57 "slopes
left exposed will, within 21 calendar days of completion of any phase
of grading, be planted or otherwise provided with ground cover*,
devices, or structures sufficient to restrain erosion."
*Groundcover includes, but is not limited to pavement, grovel, crushed
asphalt, vegetation, or manufactured erosion Control products.
\ 1JLt
e��S��G 2 4 -� 16
t
'C. i I
aL 17
�a�Q L 18-
G_a L 2�---' t L 19
lo
1
P ProposedL3 0 >v / D A -
, 1 1
L
/ 3 11 L 3 M
Proposed ° cf-
o f
70
JAL
ICU
1
O
a 15.8 ACRES+\- UPLANDS�L° D LI)
L5 f Z o
Ll ol, for Proposed lurking Area I l
_ Drainage ® (Impervious Limit) I_ j Lo
' Area -1 Surrounding Swale , I
38
L37 �- 39 00AL
�_. Sijrrou.-,ding Swale <y
\ (Limit of Impervious Surface) yp1! oo�
6 L 41
1 Coastal Wetland Line(Not Denoted By Line 1
�����`` Number Designation) Estimated From Aerial
Al6EL ° ' \ f Photography Per Instructions From Divison
\ of Coastal Management
65 L42
\ Yr
L 6 4
L $
L 6 3
62 L44 �o o,
: o
OAT WORKS D
B L45
L61 _ 1
o,
S IL
L59 L48
L58 L57 L56 AIL
L55 /
L54
L53 L52 L49
L51 L5 0
404 WETLANDS = Approx. 25 ac
O
N
Riser (Principal Spillway) Detail of Discharge 0
Corrugated Steel Pipe Pipes r
DIa. = Dr
t�
i seBaln$rllt€Irura
Species Rats (Ilz'aada
Rye (grain) 120
Annuatlespadszd (Kobeitl
Piedmont and Coastal Plain,
Korean iniiloufftainsj so
Omit annue; lespedexa wtlan 40f alion of 10uporwy 4ypver is act taaxtend
beyond 3uri e.
seeding date$
tdoumains-Above 2500fl: Feb. $5 � May 15
9ekm 25ao R:1=ea, i - May i
pigdmont-�18nM _ i - May 1
Caaslal Pla¢l-Dac. T • tor. 15
Sal t tmendments
F'all4wrlpoo tlmendatiaAs of s a l t0slsof apply 2,000 IWacae star+ d egflcut-
lwal l'smilemno and 750 ihlacss 10-10,10 3enilizar.
Mulch
Apply 4.000 lWoute stfAw. Anciiof straw by tacking w1th asphah, nesting,
of a m uich aricheripg tool, A disk wills ala4as Set nearly straight can bit
used ea a mulch anchoring tool.
MBlnterletk:e
i Role, tilixaIfgmmhisnot fulyadequata,8asoeil,foloolli7eandmulchtm-
medialely tpliowift0 eraaionvi albRd damage.
NOTE TO DEVELOPER 8 CONTRACTORS: The primary means of erosion
control for disturbed areas on this plan is establishment of ground cover as
soon as possible after each ground disturbance, Ground cover includes
straw mulch and tack, temporary or permanent vegetative cover (grass),
gravel, and pavement. See the Construction Sequence and various
specifications on this plan.
Corrugated Steel Outlet
PipeElaClass B Rip -Rap
i Outlet Apron /
Dflo. = b Outlet
(mono /J
r
axis cos end - - - - ➢ -
6S
P1 o
SECTION THRU SwALE & ROCK DAM
go
LIJ
- -- �� ROCK DAM DEiAlL � o
Sr::7w14 THRU ROCK DAM Not to Scale o
AMENSIONS
NOTES
r
48..Riser
blarneter
Hr
4.5'
Riser Height not including antiflotation block)
Dh
1.5"
Diameter of Each Dewatenng Hole (Temporarryy Pool)
N
3
Number of Dewotering Holes (Temporary Pooi)
A
.5
Emergency Spillway (distance below top of berm)
B
C
5'
18"
Top of Riser (distance below emergency spillway)
Temp. Pool Dewatering Holes (diet, from top
Db
36
of riser)
Barrel Diameter (1 pipe)
We
4.5'
Width of Antiflotdtion Block (square footprint)
He
2'
Height of Antiflotation Block (minimum)
ELr
12.00'
Elevation of Top of Riser
ELpp
10,5D'
Elevation of Permanent Pool
ELtp
12.0'
Elevation of Temporary Pool
ELb
10.50`
Elevation of Barrel! Inlet Invert
ELo
6.00,
Elevation of Harrell Outlet Invert
1
13.00'
Elevation of Surrounding-Ground/Top-of-Berm
ELea
12.5'
Elevation of Emergency Spillway
�/
0
ROCK DAM 1
s�oo 0
FLOW ,�.
swaLE W1=18' �tJ.
�a
� �,o
1/ �9 S/ o o
O
00 00,
RISER AND BARRELL DETAIL O/ J �1/
Twraarywsry Pod \ J M
1bmr Irstrspr�lh � ✓
t pe\�.ri7 (t fe-or sad
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\, /tawt a., - as anti s:rp Ira. (awaity�
9aas eke, 11 ,R,p4r ill 1C h'= -,•ac^ ot.d ^=.f Ado= L.a
f. writ p ors®m corm eaeelra gals R4rr Itelphl + Ilr � wr tit' �)
.. vaawmsrer ro � wtamm en11 weRwto laelb
1C' Wida Vage:ctee Shelf
2
Drainage Area -1
(D.A. -1) F-1
Drainage Area -2
(D.A. -2) El
Drainage Area -3
(D.A. -3) F-1
Cross-section of Fuel
Containment Dike
A
COASTAL WETLANDS LINE
LINE
LENGTH
BEARING
L1
29.77
S75a 45'5811
L2
11.06
§38a01'07"
L3
18.15
K39e 10'36''
L4
27.11
N83e36'441t
L5
108.78
558a 00r041
L6
48,64
§63n18'15'l
L7
39.05
§50e 34102"
L8
35.50
952e 24'3711
L9
129.42
928e 33'32"
L10
25.53
9 14a 14'0811
L1 1
34.33
§31 k 1732"
L12
21.33
§72' 48'29"
L13
23.88
924-42'19''
L14
18.56
§05a01'02"
L15
20.16
A17-03'14`t
L16
46.60
§02h 17'1311
L17
23.08
A51 a 22' 14"
L18
21.15
§14-02'35"
L19
25.88
908e 56' 14''
L20
26.53
A21 e 58r 1 1 "
L21
25.77
§01 d51'59f1
L
404 WETLANDS LINE
LINE LENGTH BEARING
L22
27.41
S51 e26'35"
L23
23.27
§12a 13'06"
L24
26.59
§32a 0547"
L25
48.62
A28a21'0811
L26
31.03
§61 a 15'50"
L27
37.41
914e02'38"
L28
39.84
A30a 19'38"
L29
5.30
§43a25'54"
L30
12.21
W14h 58' 16"
L31
27.06
W26e59'00"
L32
16.73
W05' 34'58"
L33
20.96
W33a25'0311
L34
33.77
W09 a 51 '23"
L35
23.38
A 11 a 35' 15' I
L36
25.54
§02a43'0011
L37
26.58
906e 1 1'4711
L38
35.12
§13a 17'03l'
L39
38.95
A07a30'58"
L40
79.03
§0 1 e 19'59"
L41
72.56
W05a 35' 12''
L42
39.67
A08'37'36"
L43
53.52
§00e47'42'1
L44
49.14
§05a07'05"
L45
26.40
§23k45'181f
L46
28.45
A46d53'0211
L47
21.89
§08e50'58"
L48
64.99
§00'01'5011
L49
24.32
W69a 5,T49"
L50
47.34
W84e 09'08"
L51
40.45
)q65a 54' 1 1 I I
L52
20.92
W88a 15' 17''
L53
29.13
W66a 59113"
L54
35.83
)q76a52'50"
L55
86.06
f66a23'3611
L56
74.58
f69 n 23' 41 If
L57
35.83
85e 17'20"
L58
63.09
�89 n 44' 35"
L59
46.67
&9n50'08"
L60
47.95
A48e 0915
L61
56.56
A28e 27' 10"
1_62
46.35
�35a02'10''
L63
50.63
�43a 19'2911
L64
45.83
1"Y52a0602"
L65
19.35
N4e 48'0911
L66
41.46
1q62e 28'21 it
L67
41.30
)459 e 39'42"
L68
27.12
ft9 e 0711 1 "
L69
25.04
)"Y80e48'24"
L70
36.63
)q85e59'09"
L71
30.14
'#57e 49'04"
L72
27.97
1'468-22'07"
L73
22.40
f87 a 53' 16It
L74
18.52
1Y75a 06'091I
L75
24.95
'#47e 49'49"
L76
35.38
W83e 14'53It
L77
42.44
W85a 48'4911
L78
39.43
W32a 41 '58"
L79
33.27
�42a 07'22"
L80
117.46
W17e 57' 17''
L81
81.23
g73e47'12"
L82
86.84
)424n 12'30"
L83
140.12
)q23a05'52If
W
NOTE: THIS PLAN IS BASED ON
SURVEYS BY STUART BENSON, NC RLS,
AND JOHN WAYNE, NC RLS.
t�
agrrlu r.aer�r
M, L sw N