HomeMy WebLinkAbout20141082 Ver 3_Response to Add Info_20190802From: Mike Morway
To: Scarbraugh. Anthony
Cc: Bodnar. Gregg; John Delucia; Jamie Hatchell; Edgerton. Thom; Tankard. Robe t; Bodnar. Gregg; Renaldi, Ronald
Subject: RE: [External] Wanchese Marina
Date: Friday, August 2, 2019 4:28:42 PM
Attachments: 0871A - CAMA submittal for additional inofrmation - 2019-08-02.pd
CAUTION:"loss
or open at
Anthony,
I have sent the NO1 for NCG190000 and NCG530000 to the applicable addresses. I have also sent 3 copies to 401 &
Buffer Permitting Unit. Attached is a PDF of the response letter (to 401 & Buffer Permitting) along with the NO1
submittals.
Thank -you & Have a nice weekend,
Michael J. Morway, PE
Albemarle and Associates, LTD
PO Box 3989
Kill Devil Hills, NC, 27948
Ph: 252-441-2113
Fx: 252-441-0965
email: mikemaalbemarleassociates.com
web: www.albemarleassociates.com
The information contained in this email message and any
attachments is confidential information intended only for the use of individuals
or entities named above. If the reader of this message is not the intended
recipient you are hereby notified that any dissemination, distribution or
copying of this communication is strictly prohibited. If you have received
this email in error, please notify us immediately by email at the originating
address.
From: Scarbraugh, Anthony <anthony.scarbraugh@ncdenr.gov>
Sent: Friday, August 02, 2019 7:44 AM
To: Mike Morway <mikem@albemarleassociates.com>
Cc: Bodnar, Gregg <gregg.bodnar@ncdenr.gov>; John Delucia <johnd@albemarleassociates.com>; Jamie Hatchell
<jamie@hatchellconcrete.com>; Edgerton, Thom <thom.edgerton@ncdenr.gov>; Tankard, Robert
<robert.tankard@ncdenr.gov>; Bodnar, Gregg <gregg.bodnar@ncdenr.gov>; Renaldi, Ronald
<ronald.renaldi@ncdenr.gov>
Subject: RE: [External] Wanchese Marina
Mr. Morway,
Please see the response to your inquiries below. If this doesn't resolve your concerns, I would recommend a meeting
at our office to discuss your concerns with the respective agencies.
Regards,
Anthony Scarbraugh
Anthony Scarbraugh
Em3ronmeFrf& Speciahst .7 f titer Resources
North Carol m- a Oeparunmt of Em-ironmental Quality
252.9483924 (Office)
Anthony. Scarbraugh-&cdemr.gov
&rW cares0&0er� to"ilran Iftsacictr�5s b svt3rr t� r+ti Fkx1J� rahx� FA�ccras tawa
mar be pied ro third pwt*m
From: Mike Morway[mailto:mikem(@albemarleassociates.com]
Sent: Thursday, August 1, 2019 5:35 PM
To: Scarbraugh, Anthony <anthony.scarbraughCo ncdenr.gov>
Cc: Bodnar, Gregg <gregg.bodnar(@ncdenr.gov>; John Delucia<iohnd(cDalbemarleassociates.com>; Jamie Hatchell
<iamiei
Regarding comment #3 —There is a fish rinse station on the site that has been in place for a long time. Dumpsters are
provided within the cleaning area for disposal of waste. I am not understanding what aspect of the 2019 submittal
triggered this requirement that did not apply in the 2018 submittal. We are not requesting any new fish cleaning/
packing / processing facilities so I am not understand why we would be pursuing NCG530000.
The wastewater generated from cleaning of the fish for commercial use will trigger the requirements for the
NCG530000. As for the previous authorization issued 401 Water Quality Certification issued under DWR Project No.
14-1082 V2 (attached) on March 5, 2018 that required no written concurrence from the Division, no information was
provided regarding cleaning station in the minor modification request package.
Thank you,
Sincerely,
Michael J. Morway, PE
Albemarle and Associates, LTD
PO Box 3989
Kill Devil Hills, NC, 27948
Ph: 252-441-2113
Fx: 252-441-0965
email: mikem(a)albemarleassociates.com
web: www.albemarleassociates.com
The information contained in this email message and any
attachments is confidential information intended only for the use of individuals
or entities named above. If the reader of this message is not the intended
recipient you are hereby notified that any dissemination, distribution or
copying of this communication is strictly prohibited. If you have received
this email in error, please notify us immediately by email at the originating
address.
From: Scarbraugh, Anthony<anthony.scarbraugh(@ncdenr.gov>
Sent: Wednesday, July 31, 2019 9:07 AM
To: Mike Morway<mikem(@albemarleassociates.com>
Cc: Bodnar, Gregg <gregg.bodnar(a)ncdenr.gov>; John Delucia<iohnd(a)albemarleassociates.com>
Subject: RE: [External] Wanchese Marina
Mr. Morway,
See response to your questions below.
Regards,
Anthony Scarbraugh
r North Carolina department of Environmental QualitY
252.948.3924 (Office)
Anthony_ Scarbraugh&cdem goy
&FkJd GGfFCyxWXc Uf7 ' fu &KJ kcrrr Pis &.khlaZ Ls sr�ru [f U IVAIJ (: L*FU r7fU9C RDOCA191 aw ald
ffuy be MgJ)wd to Mrd P7U9F,
From: Mike Morway [ma iIto: mikem(E aIbemarleassociates.com]
Sent: Tuesday, July 30, 2019 5:16 PM
To: Scarbraugh, Anthony <anthony.scarbraugh anncdenr.gov>
Cc: Bodnar, Gregg <gregg.bodnarl@ncdenr.gov>; John Delucia<iohnd(@albemarleassociates.com>
Subject: [External] Wanchese Marina
•. al email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[1.5oam2nC.Rov M.
Good Afternoon Anthony,
I hope things are well with you. John Delucia has been pretty busy and had asked me to assist with the Wanchese
Marina. Unfortunately I have not been involved in the project and has thus taken me some time to look through the
project history and understand were the project currently stands. I understand that the recent submittal was a
modification to a previously approved application in which the following was being requested:
• Rebuild former fish house on existing building pad (1920 sf)
• Construct finger pier for proposed boats lips (26-81)
• Replace portions of existing bulkhead
• Widen Channel entrance to north basin
• Repair existing wooden walkway
In reviewing your comments, It appears that #1 & #2 are related. As I follow the requirements, installing a boat wash
would trigger the need to obtain NCG19000. However, I cannot see where installing a boat wash has been identified
on the plan or otherwise noted in application or narrative. Can you please let me know what has triggered comments 1
& 2?
The activities as proposed would be considered a marina as defined under 15A NCAC 07H .208(b)(5) and therefore
must met the requirements of NCG190000 (see link below for information). Additionally, if no maintenance activities
are to take place on the site including washing down of boats then state that in your response. If maintenance
activities are to take place then the requirements under 15A NCAC 02T .1003(a)(3) (see attached) will have to be met.
Guidance Tools for Marinas and Boatyards:
https://deq.nc.gov/about/divisions/water-resources/water-resources-permit-guidance/wetlands-compliance-
assistance/marinas
Comment #3 refers to the requested "rebuilding fish house". In discussing this with the owner, it is not the intent that
the rebuilt structure would be utilized as a "fish house" for processing or packing seafood. I am assuming it was used
as such in the past which explains why it was labeled that way. The intent is to utilize the structure for storage of
equipment in support of the surrounding fishing activities.
As stated above in previous response, the facility is a marina and provides the serve of fish cleaning via the existing
cleaning station and therefore the requirements for a NCG530000 (see link) or individual permit are applicable. Unless
wastewater generated during the cleaning activities is captured and treated via on-site or off-site permitted
wastewater facility.
Fish & Seafood Packing/Rinsing/Fish Farms
https://deq.nc.gov/about/divisions/water-resources/water-quality permitting/npdes-wastewater/npdes-permitting-2
Please review this items and contact me as soon as you can. I apologize I have not been able to reach you earlier, as I
noted it has taken me some time to wrap my hands around what the project is about. I left you a message earlier this
afternoon, so hopefully with this information we can have a brief conversation and understand what needs to happen
to proceed, as I believe we are nearing the response date. Please call me at the number below, or on my mobile at
252-599-6441. 1 should be in the office most of tomorrow, but not so much on Thursday. You can reach me at one of
those numbers.
Thank you for you help with this project,
Michael J. Morway, PE
Albemarle and Associates, LTD
PO Box 3989
Kill Devil Hills, NC, 27948
Ph: 252-441-2113
Fx: 252-441-0965
email: mikem@albemarleassociates.com
albemarleassociates.com
web: www.albemarleassociates.com
The information contained in this email message and any
attachments is confidential information intended only for the use of individuals
or entities named above. If the reader of this message is not the intended
recipient you are hereby notified that any dissemination, distribution or
copying of this communication is strictly prohibited. If you have received
this email in error, please notify us immediately by email at the originating
address.
August 23 2019
NC Department of Environmental Quality
401 & Buffer Permitting Unit
1617 Mail Service Center
Raleigh, NC, 27699-1612
RE: Wanchese Marina Response to Request for Additional Information
DWR #14-1082 V3
To whom it may concern:
Please find the attached response to the letter dated 7/3/2019 pertaining to the Wanchese
Marina. The items noted in this letter have been addressed as follows:
1. An application
for NCG190000 has
been
submitted to NCDEMLR Stormwater
Program. I have
attached three copies
of
this
submittal
as requested.
2. Pursuant to our earlier correspondence, atravel boat lift and staging area was
included and approved in the previous CAMA permit. This is being provided to allow
for removing from the water and placing them onto transport vehicles and vis -versa.
There is not intent to wash and sand boats.
3. An application for NCG530000 has been submitted to NCDENR Division of Water
Resources. I have attached three copies of this submittal as requested.
If you have any questions pertaining to this submittal, please An
not hesitate to contact
me. My email address is mikem(c�albemarleassociates.com or I can be reached at 252-
41-2113 (x207). I appreciate your assistance with this application.
Sincerely,
11%
Michael . Mo y, E
Engineer
cc: File 08721A
Derek Hatchell, Wanchese Marina LLC
Land Planning -Engineering -Environmental -Construction Management
P.O. Box 3989, 115 W. Saint Clair St., Kill Devil Hills, North Carolina 27948
North Carolina License No. C-1027
Phone: 252-441-2113 mwi.AlbemarleAssociates.com Fax: 252-441-0965
lbemarle
& ASSOCIATES, LTD,
August 2, 2019
NCDEML — Stormwater Program
Department of Environmental Quality
1612 Mail Service Center
Raleigh, NC, 27699-1612
RE: Wanchese Marina NPDES NCG190000 Permitting
To whom it may concern:
Please find the attached Notice of Intent Application for NCG190000 for the Wanchese
Marina in Dare County. The Wanchese Marina is a facility that includes permanent and
temporary boat dockage for individuals, charter and commercial fishing. The facility also
includes a restaurant and office and several other structures in disrepair that were
recently torn down with the intention to be re -built. Dare County records indicate the south
portion of the site was originally constructed in 1940 and the north portion in 1972. The
property changed ownership on 6/12/2018 and the new owner is pursuing previously
planned site improvements with some modifications. The application is being provided as
required by the NCDEQ Division of Water Quality for processing of a CAMA permit
modification. Included within this application is the following:
• Notice of Intent Application for NCG190000
• Check for $100 payable to NCDEQ
• CAMA permitting plan (revised 8/2/2019)
• Figure 1 - Existing Drainage Conditions
• Portion if USGS topo quad sheet with Wanchese Marina located
If you have any questions pertaining to this submittal, please do not hesitate to contact
meI My email address is mikemCa)albemarleassociates.com or I can be reached at 252-
41-2113 (x207). I appreciate your assistance with this application.
Sincerely,
Michael J. orwa , PE
Engineer
cc: File 08721A
Derek Hatchell, Wanchese Marina LLC
Land Planning -Engineering -Environmental -Construction Management
P.O. Box 3989, 115 W Saint Clair St., Kill Devil Hills, North Carolina 27948
North Carolina License No. C-1027
Phone: 252-441-2113 www.AlbemarleAssociates.com Fax: 252-441-0965
K_ Ira, Division of Energy, Mineral and Land Resources
Land Quality Section
National Pollutant Discharge Elimination System
Environmental
Quality NCG190000
NOTICE OF INTENT
FOR AGENCY USE ONLY
Date Received
Year Month Da
Certificate of Coverage
NICIG11 19
Check # I Amount
Permit Assigned to
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG190000:
STORMWATER DISCHARGES associated with activities classified as:
SIC* (Standard Industrial Classification) 373 Ship and Boat Building and Repairing
SIC* 4493 Marinas
* Standard Industrial Classification Code
For questions, please contact the DEMLR Regional Office for your area. (See page 4)
(Please print or type)
1) Mailing address of owner/operator (address to which all permit correspondence will be mailed):
Name
Wanchese Marina, LLC
Owner Contact
Derek Hatchell
Street Address
PO Box 44
City
Manteo
State NC ZIP Code 27954
Telephone No.
252 473-6074
Fax:
E-mail Address
2) Location of facility producing discharge:
Facility Name
Wanchese Marina
Facility Contact
Derek Hatchell
Street Address
4457 Mill Landing Road
City
Wanchese
State NC ZIP Code 27981
County
Dare
Telephone No.
252 473-6074
Fax:
Email
3) Physical Location Information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). Proceed on US -64 east over the virgina Dare Bridge. Turn right (S) on NC -345
and follow into Wanchese. The facility will be on the left
(A copy of a county map or USGS quad sheet with facility clearly located on the map is a required part of this application.)
4) Latitude 35.841458 N Longitude -75.623072
W (degrees, minutes, seconds)
5) This NPDES Permit Application applies to which of the following :
❑ New or Proposed Facility* Date operation is to begin
❑✓ Existing
*If this new or proposed facility in one of the 20 coastal counties, you must contact the appropriate Regional
Office (see page 4) to determine if a State Stormwater Permit is also needed prior to construction.
Page 1 of 5
SWU-234-052109 Last revised 6/24/14
NCG190000 N.O.I.
6) Standard Industrial Classification:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code: 4 4 9 3
7) Services and Activities
a) Provide a brief narrative description of the types of industrial activities and products
manufactured at this facility: (Include a site diagram showing the process areas and location of
activities present at this facility.) No fish processing is on-site other than a fish cleaning station used by some clients of charter boats
b) Check all services and activities offered or allowed at this facility
❑✓
Transient Slips
❑
0
Permanent Slips
❑
❑
Lodging
❑✓
❑✓
Restrooms
❑
❑✓
Restaurant
❑✓
❑✓
Retail Store
❑
❑
Boat Sales
❑
❑
Trash Collection
❑
❑
Recycling
❑
❑✓
Fish Cleaning Area
❑
❑✓
Charter
❑
❑
Live Aboard
❑
❑
Dry Boat Storage
❑
8) Discharge points / Receiving waters:
Engine Repair
Dump Station
Haul Out
Pump Out
Fueling
Boat Ramp
Boat Hand Washing
Vehicle/Equipment Washing
Boat Pressure Washing
Sanding
Sand Blasting
Painting
Boat Building
How many discharge points (ditches, pipes, channels, boat ramps, lift wells, etc.) convey stormwater from the
property? Stormwater generally sheet flows from the property into the marina. There are 3 observed points of (concentrated) discharge
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
discharges end up in? Mill Landing Creek
If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer).
Receiving water classification (if known): sc
List discharge points (outfalls) that convey discharge from the site (both on-site and off-site) and location
coordinates. Attach additional sheets if necessary, or note that this information is specified on the site plan.
Stormwater Outfall No. 1
Latitude (degrees/minutes/seconds): 35.841514 N
Longitude (degrees/minutes/seconds): -75.622289 W
Stormwater Outfall No. 2
Latitude (degrees/minutes/seconds): 35.842042 N
Longitude (degrees/minutes/seconds): -75.621944 W
Stormwater Outfall No. 3
Latitude (degrees/minutes/seconds): 35.842828 N
Longitude (degrees/minutes/seconds): -75.622111 W
Stormwater Outfall No.
Latitude (degrees/minutes/seconds): N
Longitude (degrees/minutes/seconds): W
Page 2 of 5
SWU-234-052109 Last revised 6/24/14
lw
NCG190000 N.O.I.
Stormwater Outfall No.
Latitude (degrees/minutes/seconds): N
Longitude (degrees/minutes/seconds): W
Stormwater Outfall No.
Latitude (degrees/minutes/seconds): N
Longitude (degrees/minutes/seconds): W
Stormwater Outfall No.
Latitude (degrees/minutes/seconds): N
Longitude (degrees/minutes/seconds): W
9) Does this facility
a) Have an untreated wastewater discharge? R No ❑ Yes
b) Have a treated wastewater discharge? R No ❑ Yes
If yes, list the permit number.
c) Have a wastewater discharge from a recycle system? R No ❑ Yes
If yes, list the permit number.
d) Have a non -discharge permit? R No ❑ Yes
If yes, list the permit number.
e) Discharge wastewater to a municipal wastewater collection system? No ❑ Yes
If yes, list the municipality and permit number
Note: Stormwater discharge permit NCG190000 does not authorize the discharge of any wastewater.
If this site discharges wastewater, you must obtain the appropriate wastewater discharge
permit in addition to coverage for stormwater discharges under NCG190000.
10) Does this facility employ any best management practices for stormwater control?
R No ❑ Yes (Show any structural BMP's on the site diagram.)
If yes, please briefly describe:
11) Does this facility have a Stormwater Pollution Prevention Plan?
R No ❑ Yes
If yes, when was it implemented?
12) Does this facility use solvents on-site?
R No ❑ Yes
If yes, does this facility have and implement a Solvent Management Plan? ❑ No ❑ Yes
13) Are vehicle/equipment maintenance activities occurring at this facility (ex. fueling, washing, repair, etc.)?
❑ No R Yes
14) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
R No ❑ Yes
Page 3 of 5
SWU-234-052109 Last revised 6/24/14
IL UOTO •'Ir11I1Irl `1 "0
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
IN No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
R No ❑ Yes
d) Is hazardous waste stored in the 100 -year flood plain?
N No ❑ Yes If yes, include information to demonstrate protection from flooding.
e) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste:
How is material stored:
Where is material stored:
How many disposal shipments per year:
Name of transport / disposal vendor: _
Vendor address:
15) Certification:
North Carolina General Statute 143-215.6 B(i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan, or other
document filed or required to be maintained under this Article or a rule implementing this Article; or who knowingly makes a false
statement of a material fact in a rulemaking proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly
renders Inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or rules of the
[Environmental Management) Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine
not to exceed ten thousand dollars ($10,000).
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit
will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an
individual permit.
I certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
Printed Name of Person Signing: J)tee�Gic�n�((
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to:
NCDEQ
Page 4 of 5
SWU-234-052109 Last revised 6/24/14
NCG190000 N.O.I.
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
f� Check for $100 made payable to NCDEQ
This completed application and all supporting documents
A site diagram showing, at a minimum, (existing or proposed):
(a) outline of drainage areas, (b) stormwater management structures, (c) location of stormwater ouffalls
(corresponding to which drainage areas), (d) runoff conveyance structures, (e) areas where materials and/or
boats are stored, (f) impervious areas, (g) site property lines, (h) boat maintenance, blasting, painting and
washing areas, and (i) location of services and activities listed in 7b.
Copy of county map or USGS quad sheet (preferred) with location of facility clearly marked on map
Mail the entire package to:
DEMLR - Stormwater Program
Dept. of Environmental Quality
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
For questions, please contact the DEMLR Regional Office for your area.
DEMLR Regional Office Contact Information:
Asheville Office ......
(828) 296-4500
Fayetteville Office ...
(910) 433-3300
Mooresville Office ...
(704) 663-1699
Raleigh Office ........
(919) 791-4200
Washington Office ...
(252) 946-6481
Wilmington Office ...
(910) 796-7215
Winston-Salem ......
(336) 771-5000
Central Office .........(919)
807-6300
Page 5 of 5
SWU-234-052109 Last revised 6124114
71
0
0
0
N
N
00
Q
Q
u
Q
N
00
0
i
0
U
i
U)
U
0
N
00
0
a�
2
a_
U
Q
SITE
VICINITY MAP
NTS
SITE PLAN NOTES
1. OWNER: WANCHESE MARINA, LLC
PO BOX 44
WANCHESE, NC 27981
2. PROPERTY INFORMATION:
4439 MILL LANDING ROAD - PARCEL ID: 019322000; 070705089693
D.B. 2243, PG 29
4447 MILL LANDING ROAD - PARCEL ID: 024844000; 070705088425
D.B. 2243, PG 29
4471 MILL LANDING ROAD - PARCEL ID: 024848000; 070705089300
D.B. 2243, PG. 29
4505 MILL LANDING ROAD - PARCEL ID: 024851000; 070705180233
D.B. 2243, PG. 29
3. THE SITE IS LOCATED IN FIRM ZONE AE(10)
FIRM MAP NUMBER 3737007070J, EFFECTIVE DATE SEPTEMBER 20, 2006.
(SUBJECT TO CHANGE BY FEMA)
4. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE
SPECIFIED. ELEVATIONS SHOWN ARE HEREON PER NAVD88. AREAS SHOWN
ARE BY COORDINATE METHOD.
5. EXISTING FEATURES AND SURVEY INFORMATION TAKEN FROM SURVEY BY
QUIBLE & ASSOCIATES, P.C. DATED MARCH 5, 2012, AND CAMA MAJOR
PERMIT DATED SEPTEMBER 8, 2014.
6. THE PROPERTY IS ZONED HML - HISTORIC MILL LANDING MARINE
DISTRICT.
7. SEE CAMA MAJOR PERMIT PLAN AS SUBMITTED ON SEPTEMBER 19, 2014
FOR COVERAGE.
TOTAL (FOUR LOTS) 232,931.12 SF (5.3474 ACRES)
8. PROPOSED DEVELOPMENT
(AS SUBMITTED SEPTEMBER 19, 2014)
• REPAIR EXISTING FISH HOUSE (±6,000 SF)
• INSTALL 390 LF OF 8 FEET WIDE COMMERCIAL WALKWAY
• FOUR SIDE TO SLIPS FOR TRAWLERS
• MAINTENANCE DREDGE AND REMOVAL OF CONCRETE IN EXISITNG
MAN MADE BASIN AS SHOWN. PROJECT DEPTH -8.0'
• EXCAVATE 3,800 SF UPLANDS TO -8.0'
• CONSTRUCT 395 LF OF BULKHEAD
(AS AMENDED NOVEMBER 2017)
• CONSTRUCT TRAVEL LIFT AND CONCRETE STAGING AREA
(AS AMENDED JULY 2018)
• REBUILD FORMER FISH HOUSE ON EXISTING BUILDING PAD (±1920 SF)
• CONSTRUCT FINGER PIERS FOR PROPOSED BOAT SLIPS (26-81)
• REPLACE PORTIONS OF EXISTING BULKHEAD
• WIDEN CHANNEL ENTRANCE TO NORTH BASIN
• REPAIR EXISTING WOOD WALKWAY
12
Y.A
EX. 3' WIRE
FENCE
N4,5-2-7'4
cl
MANHOLE N45 27 42"
EX. FUEL PLMP
V�-- PLATFORM
POST AND 23
ROPE PENCE EXISTING
ST
22
EXISTING APPROXIMATE
51GN LOGASTI GF
EXISTING
PRAINFIELD 21
N/F Sh
WANCHESE MARINA, LLC BL
024844000
0707 05 08 8425
4447 MILL LANDING ROAD
DB 2243, PG. 29 a
EX. SHEP
EX. Rup
HOUSE.
MANHOLE
PLA
IX. FUEL
OFF SWITCH O O
BOAT SLIPS
k..
4o'" "
EXCAVATE PORTION OF
S54°07 27 W 112.07
ALONG
44'
o0
' UPLAND AREA 1320 SF
PERMIT MODIFICATION
ty4� CyVrILLIE ETHERIDGE SEAFOOD COMPANY, INC.
�
P.C. D, SL.129
�G
024945050 00
46124
0707 05 08 5683
4419 MILL LANDING ROAD
7- " 9!
DB 1034, PG. 600
WATER
DEPTH
r
20 9
O
N �\
O
O
r.
EX. 3' WIRE
FENCE
N4,5-2-7'4
cl
MANHOLE N45 27 42"
EX. FUEL PLMP
V�-- PLATFORM
POST AND 23
ROPE PENCE EXISTING
ST
22
EXISTING APPROXIMATE
51GN LOGASTI GF
EXISTING
PRAINFIELD 21
N/F Sh
WANCHESE MARINA, LLC BL
024844000
0707 05 08 8425
4447 MILL LANDING ROAD
DB 2243, PG. 29 a
EX. SHEP
EX. Rup
HOUSE.
MANHOLE
PLA
IX. FUEL
OFF SWITCH O O
BOAT SLIPS
k..
4o'" "
EXCAVATE PORTION OF
S54°07 27 W 112.07
ALONG
44'
' UPLAND AREA 1320 SF
PERMIT MODIFICATION
�Mj•
7 E
46124
FACE
8
7- " 9!
ZO
WATER
DEPTH
20 9
O
E —� X486
r.
O
-6.5'
Lo
-3. 15'
01'17 E 11
�
.Lo
N45 27' 42
N46
c°
X151°04'33" E
05'
::} r
Q
o
�.
EX. RETE a
M
c
N/F
LAMA 6UFFER
o
WANCHESE MARINA, LLC
EXISTING I
PARCEL 3A
STORY ft -P6
B & D WELL DRILLING INC.
N/F
RE
PC H, SL. 70 -
024890000
WANCHESE MARINA, LLC
l
0707 05 08 5021
4458 MILL LANDING RO D
8
07o02os809098
4468 MILL LANDING ROAD
,.W
is
DB 2243, PG..
N
DB 2243, PG. 29
EXI5TIN6 ONE
-
STORY
N51°0817 E
188.85'
ON CON SLAP
F
TO BE RE ILT
EX. 3' WIRE
FENCE
N4,5-2-7'4
cl
MANHOLE N45 27 42"
EX. FUEL PLMP
V�-- PLATFORM
POST AND 23
ROPE PENCE EXISTING
ST
22
EXISTING APPROXIMATE
51GN LOGASTI GF
EXISTING
PRAINFIELD 21
N/F Sh
WANCHESE MARINA, LLC BL
024844000
0707 05 08 8425
4447 MILL LANDING ROAD
DB 2243, PG. 29 a
EX. SHEP
EX. Rup
HOUSE.
MANHOLE
PLA
IX. FUEL
OFF SWITCH O O
BOAT SLIPS
k..
fps �jy „E 181.4 ' r,� �_ L2
40'
N47'54 zc�c
FORMEROUSE �� BREPLACE
ULKHEAD EXISTING
TO BE
LAMA BUYER T ON P PERMIT
EX NG 0 ! ODIFICATIO
C" 9' WOOF - EXISTING FUELING 5 TION ILDING WATER
PAD DEPTH FENCE ' PREVIOUSLY PERMITTED
PERMIT -8.0'
<9 Q sr�, FXWITH I WALL EX. FISH aEANING MODIFICATION a
TO B_E REMOVED STATION
OLP ft -pe 62 D
FOU IPATION f1 � •� , EXIST Yz 3d GAMA o�
O' S BLP6 6 ��
WA SE ARINA, LLC
1 ) P.C. A L. 296
IQ. 024 8000 ��
�R, 0707 0 08 9300 4»W 354.89'
4471 MILL NDING ROADN
�\' DB 22 3, PG. 29 C 4 PROPOSED MAINTENANCE
A9 56 O O 59 DREDGING (71,574 SF)
• R 57 58 PROJECTED DEPTH -8.0'
/F
51 52 53 54 55 PREVIOUSLY PERMITTED
'Q 48 50 —'1
C� WANCHESE MARINA LLC P 45 47 10' MOORING PILES
LO 1 40 1 42 43 44 IXISTIN6 PROPOSED (TYP. 69) PROPOSED 4'
M.B. 3, PG. 86 38 39 PROPOSED 15A51N BOAT SLIPS PERMIT MODIFICATION WOOD WALKWAY
? A X171 0707205518 0233 FINGER PIERS PERMIT rn 67 LF
ODIFICATIO EXISTING CONCRETE
�\66S A' 4505DBMILL 224L ING2 R D° OD F CAUTION 73 78 7g O 81 cep TO BE REMOVED PREVIOUSLY PERMITTED
�S'O 7 74 PREVIOUSLY PERMITTED o
R`3 ����R�•� 60 61 62 63 64 J
> N/F
WANCHESE MARINA, LLC
rQ
rn B & D WELLEDRILBING INC. � �S �" ,- d- PROPOSED �o
< PC H, SL. 70 PROPOSED U/) TRAVEL LIFT
024890001 64' X 34' PREVIOUSLY PERMITTED
_
3: 0707
0707 05 08 6091 CONCRETE
1 0 MILL LANDING ROADS TRAVEL LIFT
d PROPOSED UPLAND a ° STAGING AREA
{ , DB 2243, PG. 29 �"
PROPOSED EXCAVATION (3, 00 SF)
RATE BULKHEAD 395 LF PREM USLY.PERMITTED
00 PREVIOUSLY PERMITTED PROJECTED DEPTH -8.0' 75.0' o.
rn
PROPOSED 8' WOOD ! PREVIOUSLY PERMITTED
` O
WALK 314 LF PROPOSED 4'
' PREVIOUSLY PERMITTED PROPOSED DREDGE WOOD WALKWAY
7/I/ DISPOSAL AREA > 67 LF
_ 247 85' `` TO (7,325 SF)
FFOR f PREVIOUSLY PERMITTED
S50° 47' 59 W
a " PROPOSED 8'
E 60.45 X20 EXGRAVEL WOOD WALKWAY
CHANNEL WIDENING
N50° 1 PREVIOUSLY PERMITTED 40 LF
+t ? •' _• N/F R�ti� !PREVIOUSLY PERMITTED
WILLIE R ETHERIDGE, III
10510 KAREN B ETHERIDG
N/F MARK G VRABLIC, S
2018
WILLIAM DAVID PIERCE LOT 2
DAISY DAVIS PIERCE P.C. E, SL. 661 SHORELINE
PARCEL 1-B 024889000 N/F ORTHOGRAPHICS
P.C. E, SL. 669 g' 0707 05 07 8966 I5TIN6 GONGRETE WILLIE ETHERIDGE SEAFOOD COMPANY, IN
024889001 4490 MILL LANDING ROAD CONTAINMENT AREA M.B. 86
070 05 07 78 6 9R,1493, PG, 321 ENGROAGHFIMENT 02488 53300 00 }
0707 05 18 2114
oo� 2 4561 MILL LANDING ROAD
DB 40Q—PG-4418-
CUT
0P.G 448CUT BACK EXISTING PILES, 2 TOP CAP
SHEETS AND WALERS TO 8" 4"x6" TIMBER
BELOW EXISTING GROUND TOP OF PILE 8' FINGER PIERS
ELEVATION DOCK 10 OR 40'
1 "0 TIMBER BOLTS,
BLOCK CAVITIES 4'
8"x8" TIMBER '1
\ \\ \
/i7//
,\ ,\ 2'
17 NWL = ±0.0'
EXISTING BULKHEAD
(TO REMAIN) 3'
FILL VOID WITH CLEAN
SAND AND COMPACT
1"0 TIMBER BOLTS ±11'
EXISTING 8"0 PILE
(TO REMAIN) 25' VINYL SHEET PILES
ESP 10.5 OR
CMI SG850 OR
TIDEWALL SW90
BULKHEAD
8"0 TIMBER DEADMAN BOTTOM 45'
15' LONG ®7.0' O.C.
OR 20,000# EARTH ANCHOR 45'-8"0 TIP CLASS B TIMBER
MANATEE, DUCKBILL OR PILE ® 7.0' O.C.
STINGRAY TYPE ACCEPTABLE 8"0 TIMBER PILING
OR CONCRETE GRADE BEAM*
14
BULKHEAD DETAIL
20' FOR TIMBER DEADMAN OR EARTH ANCHOR SECTION
*30' FOR CONCRETE GRADE BEAM NTS
TOP OF
BULKHEAD
°I 2x10 JOISTS @ 12" O.C.
e
(4) 2"x12" GIRDERS
TWO ON EACH SIDE OF PILING
W/ (3) 1 " HDG DOME HEAD
MARINE BOLTS EACH PILING
RAKER PIER DETAIL
NTS
OF gULKH�O
w _
26
85 PROPO
28
WATER 29
DEPTH
-11.0'
LISTING PROPO'
�.— B ATOS
31 PERM
MODIFICA
32
IR EXISTING 33
) WALKWAY
ERMIT
IFICATION 34
35
40'
36
37
PROPOSED
MOORING
PILES ILES
(TYP. 25)
co
Ln a -
Lu c
C6
�Q J
U
c
4�N
Ln E
o
YY
�W >
c
Lu
i
W
a�
C
W
E
p U N C J O
J N Lu
Q N
5 N N's Z w o¢
N 'n -6 O
Q U rn v c� L
O cn M c'jl0 E U E N O N
to x= LoJ U E Y .O
ro0 3 =32
-0 p= o X Q m CL
Q�dY�li 3UoQ ES .N
m YYYY Y
Z w o
b
O�%
N Ld
W J U U O 0
Z NV,OZ
W O ZZ23NF
d aorrrQQro�n
O0 QOO
F(ok :5 a. (L �
rQrornrn rn
w0000 0
NNNN N
Q 11 11
170D N Of N
cl NNON O
0000 0
Z
M/ REEK
Z
J
O
z
OF_
O
Z
.,
U J
LL
J
QZ
�N o
O � U
W
■ Q
QQlft
v
GRAPHIC SCALE' z
0 20 40 80
M
(IN FEET)
NL1 INCH = 40 FT. (.D � � w_
v
z N
W
PLASTIC PILING CAP ■
(TYP. @ ALL PILES) Q�Q
W
2
TOP OF PILING = 8.0' Q U
Q
ui z
0-
TOP OF PIER = ±4.0' C
2x10 JOISTS @12" O.C. e
U N
EXCAVATED
AREA
w
U
�N W L = 0.0= 0.0' Q
Ld 04 U
- o a
r -
w in Q 0 N
O w U DO
U) Y O
� o 0
w} w
BOTTOM ELEV. ,L J Z z Y
li
VARIES -6.0' - -11.0' vim-) ¢ wuj
J
U) a C3 U L-
SCALE:
1 "
24'-8"0 TIMBER PILE = 40'1
(10' MIN. PENETRATION) 201
1 PROJ. NO. 080271A
4o'" "
EXCAVATE PORTION OF
S54°07 27 W 112.07
ALONG
;'
COD''
' UPLAND AREA 1320 SF
PERMIT MODIFICATION
�Mj•
PEXL,4 �pu,�P
EX. RFL SHUT -
,CV
FACE
8
7- " 9!
ZO
WATER
DEPTH
20 9
O
E —� X486
O
-6.5'
N45 27' 42
Q
o
�.
EX. RETE a
N
c
LAMA 6UFFER
o
EX. ELEGTRI
RE
MANHaZ
BU
,.W
EXI5TIN6 ONE
-
STORY
ON CON SLAP
TO BE RE ILT
is
PREVIOUSLY
PERMITTED
0!
I
O
O8
y
1 J
N
1
°�
N i
N F
p 'EX
WANCHESE ARINA, LLC
01932 000
GRAVEL
0707 Q5 8 9693
`
4439 MILL • LA ING ROAD
EX. ELECTRIC DB 2243, G. 29
MANHOLE
PLACE EXISTING
BULKHEAD
"E
2
�' CON(.RETrE
N
PERMIT
MODIFICATION.
SHORELINE
fps �jy „E 181.4 ' r,� �_ L2
40'
N47'54 zc�c
FORMEROUSE �� BREPLACE
ULKHEAD EXISTING
TO BE
LAMA BUYER T ON P PERMIT
EX NG 0 ! ODIFICATIO
C" 9' WOOF - EXISTING FUELING 5 TION ILDING WATER
PAD DEPTH FENCE ' PREVIOUSLY PERMITTED
PERMIT -8.0'
<9 Q sr�, FXWITH I WALL EX. FISH aEANING MODIFICATION a
TO B_E REMOVED STATION
OLP ft -pe 62 D
FOU IPATION f1 � •� , EXIST Yz 3d GAMA o�
O' S BLP6 6 ��
WA SE ARINA, LLC
1 ) P.C. A L. 296
IQ. 024 8000 ��
�R, 0707 0 08 9300 4»W 354.89'
4471 MILL NDING ROADN
�\' DB 22 3, PG. 29 C 4 PROPOSED MAINTENANCE
A9 56 O O 59 DREDGING (71,574 SF)
• R 57 58 PROJECTED DEPTH -8.0'
/F
51 52 53 54 55 PREVIOUSLY PERMITTED
'Q 48 50 —'1
C� WANCHESE MARINA LLC P 45 47 10' MOORING PILES
LO 1 40 1 42 43 44 IXISTIN6 PROPOSED (TYP. 69) PROPOSED 4'
M.B. 3, PG. 86 38 39 PROPOSED 15A51N BOAT SLIPS PERMIT MODIFICATION WOOD WALKWAY
? A X171 0707205518 0233 FINGER PIERS PERMIT rn 67 LF
ODIFICATIO EXISTING CONCRETE
�\66S A' 4505DBMILL 224L ING2 R D° OD F CAUTION 73 78 7g O 81 cep TO BE REMOVED PREVIOUSLY PERMITTED
�S'O 7 74 PREVIOUSLY PERMITTED o
R`3 ����R�•� 60 61 62 63 64 J
> N/F
WANCHESE MARINA, LLC
rQ
rn B & D WELLEDRILBING INC. � �S �" ,- d- PROPOSED �o
< PC H, SL. 70 PROPOSED U/) TRAVEL LIFT
024890001 64' X 34' PREVIOUSLY PERMITTED
_
3: 0707
0707 05 08 6091 CONCRETE
1 0 MILL LANDING ROADS TRAVEL LIFT
d PROPOSED UPLAND a ° STAGING AREA
{ , DB 2243, PG. 29 �"
PROPOSED EXCAVATION (3, 00 SF)
RATE BULKHEAD 395 LF PREM USLY.PERMITTED
00 PREVIOUSLY PERMITTED PROJECTED DEPTH -8.0' 75.0' o.
rn
PROPOSED 8' WOOD ! PREVIOUSLY PERMITTED
` O
WALK 314 LF PROPOSED 4'
' PREVIOUSLY PERMITTED PROPOSED DREDGE WOOD WALKWAY
7/I/ DISPOSAL AREA > 67 LF
_ 247 85' `` TO (7,325 SF)
FFOR f PREVIOUSLY PERMITTED
S50° 47' 59 W
a " PROPOSED 8'
E 60.45 X20 EXGRAVEL WOOD WALKWAY
CHANNEL WIDENING
N50° 1 PREVIOUSLY PERMITTED 40 LF
+t ? •' _• N/F R�ti� !PREVIOUSLY PERMITTED
WILLIE R ETHERIDGE, III
10510 KAREN B ETHERIDG
N/F MARK G VRABLIC, S
2018
WILLIAM DAVID PIERCE LOT 2
DAISY DAVIS PIERCE P.C. E, SL. 661 SHORELINE
PARCEL 1-B 024889000 N/F ORTHOGRAPHICS
P.C. E, SL. 669 g' 0707 05 07 8966 I5TIN6 GONGRETE WILLIE ETHERIDGE SEAFOOD COMPANY, IN
024889001 4490 MILL LANDING ROAD CONTAINMENT AREA M.B. 86
070 05 07 78 6 9R,1493, PG, 321 ENGROAGHFIMENT 02488 53300 00 }
0707 05 18 2114
oo� 2 4561 MILL LANDING ROAD
DB 40Q—PG-4418-
CUT
0P.G 448CUT BACK EXISTING PILES, 2 TOP CAP
SHEETS AND WALERS TO 8" 4"x6" TIMBER
BELOW EXISTING GROUND TOP OF PILE 8' FINGER PIERS
ELEVATION DOCK 10 OR 40'
1 "0 TIMBER BOLTS,
BLOCK CAVITIES 4'
8"x8" TIMBER '1
\ \\ \
/i7//
,\ ,\ 2'
17 NWL = ±0.0'
EXISTING BULKHEAD
(TO REMAIN) 3'
FILL VOID WITH CLEAN
SAND AND COMPACT
1"0 TIMBER BOLTS ±11'
EXISTING 8"0 PILE
(TO REMAIN) 25' VINYL SHEET PILES
ESP 10.5 OR
CMI SG850 OR
TIDEWALL SW90
BULKHEAD
8"0 TIMBER DEADMAN BOTTOM 45'
15' LONG ®7.0' O.C.
OR 20,000# EARTH ANCHOR 45'-8"0 TIP CLASS B TIMBER
MANATEE, DUCKBILL OR PILE ® 7.0' O.C.
STINGRAY TYPE ACCEPTABLE 8"0 TIMBER PILING
OR CONCRETE GRADE BEAM*
14
BULKHEAD DETAIL
20' FOR TIMBER DEADMAN OR EARTH ANCHOR SECTION
*30' FOR CONCRETE GRADE BEAM NTS
TOP OF
BULKHEAD
°I 2x10 JOISTS @ 12" O.C.
e
(4) 2"x12" GIRDERS
TWO ON EACH SIDE OF PILING
W/ (3) 1 " HDG DOME HEAD
MARINE BOLTS EACH PILING
RAKER PIER DETAIL
NTS
OF gULKH�O
w _
26
85 PROPO
28
WATER 29
DEPTH
-11.0'
LISTING PROPO'
�.— B ATOS
31 PERM
MODIFICA
32
IR EXISTING 33
) WALKWAY
ERMIT
IFICATION 34
35
40'
36
37
PROPOSED
MOORING
PILES ILES
(TYP. 25)
co
Ln a -
Lu c
C6
�Q J
U
c
4�N
Ln E
o
YY
�W >
c
Lu
i
W
a�
C
W
E
p U N C J O
J N Lu
Q N
5 N N's Z w o¢
N 'n -6 O
Q U rn v c� L
O cn M c'jl0 E U E N O N
to x= LoJ U E Y .O
ro0 3 =32
-0 p= o X Q m CL
Q�dY�li 3UoQ ES .N
m YYYY Y
Z w o
b
O�%
N Ld
W J U U O 0
Z NV,OZ
W O ZZ23NF
d aorrrQQro�n
O0 QOO
F(ok :5 a. (L �
rQrornrn rn
w0000 0
NNNN N
Q 11 11
170D N Of N
cl NNON O
0000 0
Z
M/ REEK
Z
J
O
z
OF_
O
Z
.,
U J
LL
J
QZ
�N o
O � U
W
■ Q
QQlft
v
GRAPHIC SCALE' z
0 20 40 80
M
(IN FEET)
NL1 INCH = 40 FT. (.D � � w_
v
z N
W
PLASTIC PILING CAP ■
(TYP. @ ALL PILES) Q�Q
W
2
TOP OF PILING = 8.0' Q U
Q
ui z
0-
TOP OF PIER = ±4.0' C
2x10 JOISTS @12" O.C. e
U N
EXCAVATED
AREA
w
U
�N W L = 0.0= 0.0' Q
Ld 04 U
- o a
r -
w in Q 0 N
O w U DO
U) Y O
� o 0
w} w
BOTTOM ELEV. ,L J Z z Y
li
VARIES -6.0' - -11.0' vim-) ¢ wuj
J
U) a C3 U L-
SCALE:
1 "
24'-8"0 TIMBER PILE = 40'1
(10' MIN. PENETRATION) 201
1 PROJ. NO. 080271A
4o'" "
EXCAVATE PORTION OF
S54°07 27 W 112.07
ALONG
;'
COD''
' UPLAND AREA 1320 SF
PERMIT MODIFICATION
�Mj•
PEXL,4 �pu,�P
EX. RFL SHUT -
,CV
OFF SWITCH
8
7- " 9!
WATER
DEPTH
20 9
O
ss 4w'
O
-6.5'
fps �jy „E 181.4 ' r,� �_ L2
40'
N47'54 zc�c
FORMEROUSE �� BREPLACE
ULKHEAD EXISTING
TO BE
LAMA BUYER T ON P PERMIT
EX NG 0 ! ODIFICATIO
C" 9' WOOF - EXISTING FUELING 5 TION ILDING WATER
PAD DEPTH FENCE ' PREVIOUSLY PERMITTED
PERMIT -8.0'
<9 Q sr�, FXWITH I WALL EX. FISH aEANING MODIFICATION a
TO B_E REMOVED STATION
OLP ft -pe 62 D
FOU IPATION f1 � •� , EXIST Yz 3d GAMA o�
O' S BLP6 6 ��
WA SE ARINA, LLC
1 ) P.C. A L. 296
IQ. 024 8000 ��
�R, 0707 0 08 9300 4»W 354.89'
4471 MILL NDING ROADN
�\' DB 22 3, PG. 29 C 4 PROPOSED MAINTENANCE
A9 56 O O 59 DREDGING (71,574 SF)
• R 57 58 PROJECTED DEPTH -8.0'
/F
51 52 53 54 55 PREVIOUSLY PERMITTED
'Q 48 50 —'1
C� WANCHESE MARINA LLC P 45 47 10' MOORING PILES
LO 1 40 1 42 43 44 IXISTIN6 PROPOSED (TYP. 69) PROPOSED 4'
M.B. 3, PG. 86 38 39 PROPOSED 15A51N BOAT SLIPS PERMIT MODIFICATION WOOD WALKWAY
? A X171 0707205518 0233 FINGER PIERS PERMIT rn 67 LF
ODIFICATIO EXISTING CONCRETE
�\66S A' 4505DBMILL 224L ING2 R D° OD F CAUTION 73 78 7g O 81 cep TO BE REMOVED PREVIOUSLY PERMITTED
�S'O 7 74 PREVIOUSLY PERMITTED o
R`3 ����R�•� 60 61 62 63 64 J
> N/F
WANCHESE MARINA, LLC
rQ
rn B & D WELLEDRILBING INC. � �S �" ,- d- PROPOSED �o
< PC H, SL. 70 PROPOSED U/) TRAVEL LIFT
024890001 64' X 34' PREVIOUSLY PERMITTED
_
3: 0707
0707 05 08 6091 CONCRETE
1 0 MILL LANDING ROADS TRAVEL LIFT
d PROPOSED UPLAND a ° STAGING AREA
{ , DB 2243, PG. 29 �"
PROPOSED EXCAVATION (3, 00 SF)
RATE BULKHEAD 395 LF PREM USLY.PERMITTED
00 PREVIOUSLY PERMITTED PROJECTED DEPTH -8.0' 75.0' o.
rn
PROPOSED 8' WOOD ! PREVIOUSLY PERMITTED
` O
WALK 314 LF PROPOSED 4'
' PREVIOUSLY PERMITTED PROPOSED DREDGE WOOD WALKWAY
7/I/ DISPOSAL AREA > 67 LF
_ 247 85' `` TO (7,325 SF)
FFOR f PREVIOUSLY PERMITTED
S50° 47' 59 W
a " PROPOSED 8'
E 60.45 X20 EXGRAVEL WOOD WALKWAY
CHANNEL WIDENING
N50° 1 PREVIOUSLY PERMITTED 40 LF
+t ? •' _• N/F R�ti� !PREVIOUSLY PERMITTED
WILLIE R ETHERIDGE, III
10510 KAREN B ETHERIDG
N/F MARK G VRABLIC, S
2018
WILLIAM DAVID PIERCE LOT 2
DAISY DAVIS PIERCE P.C. E, SL. 661 SHORELINE
PARCEL 1-B 024889000 N/F ORTHOGRAPHICS
P.C. E, SL. 669 g' 0707 05 07 8966 I5TIN6 GONGRETE WILLIE ETHERIDGE SEAFOOD COMPANY, IN
024889001 4490 MILL LANDING ROAD CONTAINMENT AREA M.B. 86
070 05 07 78 6 9R,1493, PG, 321 ENGROAGHFIMENT 02488 53300 00 }
0707 05 18 2114
oo� 2 4561 MILL LANDING ROAD
DB 40Q—PG-4418-
CUT
0P.G 448CUT BACK EXISTING PILES, 2 TOP CAP
SHEETS AND WALERS TO 8" 4"x6" TIMBER
BELOW EXISTING GROUND TOP OF PILE 8' FINGER PIERS
ELEVATION DOCK 10 OR 40'
1 "0 TIMBER BOLTS,
BLOCK CAVITIES 4'
8"x8" TIMBER '1
\ \\ \
/i7//
,\ ,\ 2'
17 NWL = ±0.0'
EXISTING BULKHEAD
(TO REMAIN) 3'
FILL VOID WITH CLEAN
SAND AND COMPACT
1"0 TIMBER BOLTS ±11'
EXISTING 8"0 PILE
(TO REMAIN) 25' VINYL SHEET PILES
ESP 10.5 OR
CMI SG850 OR
TIDEWALL SW90
BULKHEAD
8"0 TIMBER DEADMAN BOTTOM 45'
15' LONG ®7.0' O.C.
OR 20,000# EARTH ANCHOR 45'-8"0 TIP CLASS B TIMBER
MANATEE, DUCKBILL OR PILE ® 7.0' O.C.
STINGRAY TYPE ACCEPTABLE 8"0 TIMBER PILING
OR CONCRETE GRADE BEAM*
14
BULKHEAD DETAIL
20' FOR TIMBER DEADMAN OR EARTH ANCHOR SECTION
*30' FOR CONCRETE GRADE BEAM NTS
TOP OF
BULKHEAD
°I 2x10 JOISTS @ 12" O.C.
e
(4) 2"x12" GIRDERS
TWO ON EACH SIDE OF PILING
W/ (3) 1 " HDG DOME HEAD
MARINE BOLTS EACH PILING
RAKER PIER DETAIL
NTS
OF gULKH�O
w _
26
85 PROPO
28
WATER 29
DEPTH
-11.0'
LISTING PROPO'
�.— B ATOS
31 PERM
MODIFICA
32
IR EXISTING 33
) WALKWAY
ERMIT
IFICATION 34
35
40'
36
37
PROPOSED
MOORING
PILES ILES
(TYP. 25)
co
Ln a -
Lu c
C6
�Q J
U
c
4�N
Ln E
o
YY
�W >
c
Lu
i
W
a�
C
W
E
p U N C J O
J N Lu
Q N
5 N N's Z w o¢
N 'n -6 O
Q U rn v c� L
O cn M c'jl0 E U E N O N
to x= LoJ U E Y .O
ro0 3 =32
-0 p= o X Q m CL
Q�dY�li 3UoQ ES .N
m YYYY Y
Z w o
b
O�%
N Ld
W J U U O 0
Z NV,OZ
W O ZZ23NF
d aorrrQQro�n
O0 QOO
F(ok :5 a. (L �
rQrornrn rn
w0000 0
NNNN N
Q 11 11
170D N Of N
cl NNON O
0000 0
Z
M/ REEK
Z
J
O
z
OF_
O
Z
.,
U J
LL
J
QZ
�N o
O � U
W
■ Q
QQlft
v
GRAPHIC SCALE' z
0 20 40 80
M
(IN FEET)
NL1 INCH = 40 FT. (.D � � w_
v
z N
W
PLASTIC PILING CAP ■
(TYP. @ ALL PILES) Q�Q
W
2
TOP OF PILING = 8.0' Q U
Q
ui z
0-
TOP OF PIER = ±4.0' C
2x10 JOISTS @12" O.C. e
U N
EXCAVATED
AREA
w
U
�N W L = 0.0= 0.0' Q
Ld 04 U
- o a
r -
w in Q 0 N
O w U DO
U) Y O
� o 0
w} w
BOTTOM ELEV. ,L J Z z Y
li
VARIES -6.0' - -11.0' vim-) ¢ wuj
J
U) a C3 U L-
SCALE:
1 "
24'-8"0 TIMBER PILE = 40'1
(10' MIN. PENETRATION) 201
1 PROJ. NO. 080271A
ow
�2
d r
loll
R EXISTING RAMP DOWN WITH
END DIRECTING RUN—OFF
INTO MARINA (OUTFALL #2)
SHEET FLOW TO SOUND yt ti
EXISTING DRAINAGE
DITCH
y
WANCHESE MARINA
ti*
FIGURE 1: EXISTING DRAINAGE CONDITIONS
SHEET FLOW
CONCENTRATED FLOW
`
�.. _ - _ Wim.:. •
EXISITNG CULVERT
�
.�
�
(OUTFALL #1 INTO MARINA) _
GRAPHIC SCALE
SHEET FLOW ,.
,,
,
0 30 60 120
r
—
I `
(IN FEET)
1 INCH = 60 FT.
,rd
Roanoke �or
He
Island 12 ad
a O
\ 0�
Broad
0
3s CreekD ?N
68 Point v
Q� Tommyo
Hammock
o � o
0
o �v
\ `o
m
\ a
Wanchese °' a
3967 9PB Marina
O D
� A
0 lvi
345 0
"o
Bo ie
� o
3966 _ a
Wanches
50'
65
�o
� SvP
heo f f-
oin� CAPE • ATTER
D
NATION L SEASI
Cut
Through
o —
3s64 Ce
Cedar Georges Cree —
Isi nd Cedar
0 r�7 Point
lbemarle
& ASSOCIATES, LTD.
August 2, 2019
NCDENR —Division of Water Resources
Water Quality Permitting Section
1617 Mail Service Center
Raleigh, NC, 27699-1612
RE: Wanchese Marina NPDES NCG53000 Permitting
To whom it may concern
Please find the attached Notice of Intent Application for NCG530000 for the Wanchese
Marina in Dare County. The Wanchese Marina is a facility that includes permanent and
temporary boat dockage for individuals, charter and commercial fishing. The facility also
includes a restaurant and office and several other structures that were recently torn down
with the intent to be re -built. There is an existing fish cleaning station on the upland
seperating the two boat basins. The station includes a dumpster for disposal of fish
remains and is serviced regularly. The station is used by individuals who dock recreational
boats at the facility. Charter boats at the facility also offer fish cleaning to clients who wish
and utilize the facility. Commercial fishing boats that dock at the marina off-load their
catch at off-site fish houses and therefore to do not rinse, process or pack any of their
catch on-site.
Dare County records indicate the south portion of the site was originally constructed in
1940 and the north portion in 1972. The property changed ownership in 6/12/2018 and
the new owner is pursuing previously planned site improvements with some
modifications. The application is being provided as required by the NCDEQ Division of
Water Quality for processing of a CAMA permit modification. Included within this
application is the following:
• Notice of Intent Application for NCG530000
• CAMA permitting plan (dated 8/2/2019)
• Figure 1 - Existing Drainage Conditions
• Portion if USGS topo quad sheet with Wanchese Marina located
Land Planning - Engineering - Environmental - Construction Management
P.O. Box 3989, 115 W. Saint Clair St., Kill Devil Hills, North Carolina 27948
North Carolina License No. C-1027
Phone: 252-441-2113 www.AlbemarleAssociates.com Fax: 252-441-0965
NCDEMLR — Stormwater Program
Wanchese Marina — NCG53000
August 2. 2019
Page 2 of 2
If you have any questions pertaining to this submittal, please do not hesitate to contact
me. My email address is mikem(d)albemarleassociates.com or I can be reached at 252-
41-2113 (x207). I appreciate your assistance with this application.
Sincerely,
Michab.Moy, PE
Engincc: A
Derek Hatchell, Wanchese Marina LLC
270MA
-I Division of Water Resources
l
National � Pollutant Discharge Elimination System (NPDES)
NCDENR Application for Coverage Under General Permit
NCG530000
Reataod parkine, fish packingatd.fishjarnis
NOTICE OF INTENT
Required by 15A NC'/%C 0211.0127((D; term definition see I5A i CAC 0211 .0103(19)
(Please print or tjTe)
1) Mailing address of applicant:
Company Nanre Wanchese Marina
Owner Name Derek Hatchell
Street Address Po sox 2404
City Manteo State NC Zip Code 27954
Telephone # (252) 473-6074 Fax #
Cell# (252) 202-1501 Erna it hci@hatchellconcrete.com
FOR AGENCY USE ONLY
Date Received
Year
Month
Day
4457 Mill Landing Road
City
Wanchese
Certificate of Coverage
N I C G 5 3
Check H
Amount
Assigned To:
2) Location of facility producing discharge:
Facility Name
Wanchese Marina
Facility Contact
Derek Hatchell
Street Address
4457 Mill Landing Road
City
Wanchese
County
Dare
Telephone #
(252) 423-3157
State NC Zip Code 27981
Fax #
3) This Application applies to which of the following activities: ❑x Seafood packing / rinsing
❑ Fish farms [aquaculture]
Describe the activities to be permitted in detail:
permitting for an existing fish cleaning table
4) Description of Discharge: [Required by 15A NCAC 02H .0105(c1(11]
a. VDllalle of discharge (in GPD): , 500 GPD
b. The discharge is: ❑ Continuous Q Intermittent
If the discharge is intermittent, describe when the discharge occurs: When fishermen return from boats
and wash fish
c. Number of discharge points (outfalls): 1
Page 1 o1`3 Revised 91112013
NCG530000 New Application
d. What percentage of the discharge is treated? °
e. Describe the type of wastewater being discharged (including any known pollutants present in the discharge):
Municipal water that was used to wash fresh fish (waste disposed in adjacent dumpster)
Describe the nature of the business applying for coverage under the General Permit:
fish cleaning station
f Identify the treatment methods in use at the facility (check all that apply): ❑ None
❑ Settling Ponds ❑ Screens* ❑ Floor Screens* ❑ Treatment Equipment*
Other (describe):
*If checked, attach a description of all component specifications (design volume, retention time,
surface area, etc.). Describe existing treatment facilities in detail and provide design criteria or
operational data (including calculations) showing the facility can meet the requirements for coverage
under the General Permit, as required by 15A NCAC 02H.0127.
g. Describe the discharge location (bay, stream, etc.): ground adjacent to marina waters
h. A USGS topographic map (1:24000 scale) identifying the exact discharge location(s) must be submitted with
this application. Identify all discharge points (outfalls) on this site map.
i. Is the discharge directly to the receiving water? ❑ Yes 0 No — If no, mark the path taken by the
discharge from the outfall to the receiving stream
on the site map (including the pathway of any
storm sewers, ditches, canals, etc.).
j. Name of receiving water(s): Mill Landing Creek
5) Alternatives to Direct Discharge:
[Evaluation required by G.S. � 143-215.1(b)(5)(a) and 15A NCAC 0211.0105(c)(2)]
Address the feasibility of implementing each of the following non -discharge alternatives:
a. Connection to a Regional Sewer Collection System -If the facility is existing and currently discharges
to a POTW, when will connection not be allowed? No sewer is available
b. Subsurface disposal (including nitrification field, infiltration gallery, injection wells, etc.) None available
c. Spray irrigation no space for irrigation is available
The alternatives to discharge analysis should include boring logs and/or other information indicating that a
subsurface system is neither feasible nor practical as well as written evidence indicating that connection to a
POTW is not an option. It should also include a present value of costs analysis as outlined in the Division's
Engineering Alternatives Analvsis IEAAI Guidance Document.
Page 2 of 3 Revised 911120/3
NCG530000 New Application
Additional Application Requirements;
For new or proposed discharges, the following information must be included in triplicate with this application or it
will be returned as incomplete; per 15A NCAC 02H .0105(c)
a. USGS topographic map (or photocopied portion thereof) with discharge location clearly indicated. Ifthe
discharge is not directly to a stream, the pathway to the receiving stream must be clearly indicated.
b. If this application is being submitted by a consulting engineer (or engineering firm), include documentation from
the applicant showing that the engineer (or firm) submitting this application has been designated an Authorized
Representative ofthe applicant; per 15A NCAC 02H .0138(b)(1).
c. Final plans for the treatment system (if applicable). The plans must be signed and sealed by a North Carolina
registered Professional Engineer neer and stamped "FINAL DESIGN - Not Released for Construction;" per 15A
NCAC 02H .0139,
d. Final specifications for all major treatment system components (if applicable). The specifications must be signed
and sealed by a North Carolina registered Professional En *ili neer and shall include a narrative description ofthe
treatment system to be constructed; per 15A NCAC 02H .0139.
I certify that I am familiar with the information contained in this application and that to the best of
my knowledge and belief such information is true, complete, and accurate.
Printed Name of Person Signing: �Y. f 4616, 1)
(Please mvi5A 15A NCAC 0211 .0106(e) for auDorized signing officials)
(Date Signed)
North Carolina General Statute ti 143-215,611 provides that:
Any person wfio knowingly makes any false statement representation, or certification in any application, record, report, plan, or other document filed or
required to be maintained under this Article or a rule implementing this Article; or who knmvingly makes a false statement of a material fact in a
rulemaking proceeding or contested case under this Article; or wfio falsifies, tampers with, or knmvingly renders inaccurate any recording or monitoring
device or method required to be operated or maintained under this Article or roles ofthe Commission implementing this Article, shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed ten thousand dollars ($10,000). IS Il S C Semon 1001 provides a punishment by a fine or
imprisonment not more than 5 years, or both, for a similar offense.
Design of treatment facilities trust comply with requirements in 15A NCAC 02H .0138.
Mail this application and one copy of the entire package to:
NC DENR / DWR / Water Quality Permitting Section
1617 Mail Service Centel-
Raleigh,
enterRaleigh, North Carolina 27699-1617
Attn: Charles Weaver
Page 3 of 3 Revised 91112013
71
0
0
0
N
N
00
Q
Q
u
Q
N
00
0
i
0
U
i
U)
U
0
N
00
0
a�
2
a_
U
Q
SITE
VICINITY MAP
NTS
SITE PLAN NOTES
1. OWNER: WANCHESE MARINA, LLC
PO BOX 44
WANCHESE, NC 27981
2. PROPERTY INFORMATION:
4439 MILL LANDING ROAD - PARCEL ID: 019322000; 070705089693
D.B. 2243, PG 29
4447 MILL LANDING ROAD - PARCEL ID: 024844000; 070705088425
D.B. 2243, PG 29
4471 MILL LANDING ROAD - PARCEL ID: 024848000; 070705089300
D.B. 2243, PG. 29
4505 MILL LANDING ROAD - PARCEL ID: 024851000; 070705180233
D.B. 2243, PG. 29
3. THE SITE IS LOCATED IN FIRM ZONE AE(10)
FIRM MAP NUMBER 3737007070J, EFFECTIVE DATE SEPTEMBER 20, 2006.
(SUBJECT TO CHANGE BY FEMA)
4. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE
SPECIFIED. ELEVATIONS SHOWN ARE HEREON PER NAVD88. AREAS SHOWN
ARE BY COORDINATE METHOD.
5. EXISTING FEATURES AND SURVEY INFORMATION TAKEN FROM SURVEY BY
QUIBLE & ASSOCIATES, P.C. DATED MARCH 5, 2012, AND CAMA MAJOR
PERMIT DATED SEPTEMBER 8, 2014.
6. THE PROPERTY IS ZONED HML - HISTORIC MILL LANDING MARINE
DISTRICT.
7. SEE CAMA MAJOR PERMIT PLAN AS SUBMITTED ON SEPTEMBER 19, 2014
FOR COVERAGE.
TOTAL (FOUR LOTS) 232,931.12 SF (5.3474 ACRES)
8. PROPOSED DEVELOPMENT
(AS SUBMITTED SEPTEMBER 19, 2014)
• REPAIR EXISTING FISH HOUSE (±6,000 SF)
• INSTALL 390 LF OF 8 FEET WIDE COMMERCIAL WALKWAY
• FOUR SIDE TO SLIPS FOR TRAWLERS
• MAINTENANCE DREDGE AND REMOVAL OF CONCRETE IN EXISITNG
MAN MADE BASIN AS SHOWN. PROJECT DEPTH -8.0'
• EXCAVATE 3,800 SF UPLANDS TO -8.0'
• CONSTRUCT 395 LF OF BULKHEAD
(AS AMENDED NOVEMBER 2017)
• CONSTRUCT TRAVEL LIFT AND CONCRETE STAGING AREA
(AS AMENDED JULY 2018)
• REBUILD FORMER FISH HOUSE ON EXISTING BUILDING PAD (±1920 SF)
• CONSTRUCT FINGER PIERS FOR PROPOSED BOAT SLIPS (26-81)
• REPLACE PORTIONS OF EXISTING BULKHEAD
• WIDEN CHANNEL ENTRANCE TO NORTH BASIN
• REPAIR EXISTING WOOD WALKWAY
12
Y.A
EX. 3' WIRE
FENCE
N4,5-2-7'4
cl
MANHOLE N45 27 42"
EX. FUEL PLMP
V�-- PLATFORM
POST AND 23
ROPE PENCE EXISTING
ST
22
EXISTING APPROXIMATE
51GN LOGASTI GF
EXISTING
PRAINFIELD 21
N/F Sh
WANCHESE MARINA, LLC BL
024844000
0707 05 08 8425
4447 MILL LANDING ROAD
DB 2243, PG. 29 a
EX. SHEP
EX. Rup
HOUSE.
MANHOLE
PLA
IX. FUEL
OFF SWITCH O O
BOAT SLIPS
k..
4o'" "
EXCAVATE PORTION OF
S54°07 27 W 112.07
ALONG
44'
o0
' UPLAND AREA 1320 SF
PERMIT MODIFICATION
ty4� CyVrILLIE ETHERIDGE SEAFOOD COMPANY, INC.
�
P.C. D, SL.129
�G
024945050 00
46124
0707 05 08 5683
4419 MILL LANDING ROAD
7- " 9!
DB 1034, PG. 600
WATER
DEPTH
r
20 9
O
N �\
O
O
r.
EX. 3' WIRE
FENCE
N4,5-2-7'4
cl
MANHOLE N45 27 42"
EX. FUEL PLMP
V�-- PLATFORM
POST AND 23
ROPE PENCE EXISTING
ST
22
EXISTING APPROXIMATE
51GN LOGASTI GF
EXISTING
PRAINFIELD 21
N/F Sh
WANCHESE MARINA, LLC BL
024844000
0707 05 08 8425
4447 MILL LANDING ROAD
DB 2243, PG. 29 a
EX. SHEP
EX. Rup
HOUSE.
MANHOLE
PLA
IX. FUEL
OFF SWITCH O O
BOAT SLIPS
k..
4o'" "
EXCAVATE PORTION OF
S54°07 27 W 112.07
ALONG
44'
' UPLAND AREA 1320 SF
PERMIT MODIFICATION
�Mj•
7 E
46124
FACE
8
7- " 9!
ZO
WATER
DEPTH
20 9
O
E —� X486
r.
O
-6.5'
Lo
-3. 15'
01'17 E 11
�
.Lo
N45 27' 42
N46
c°
X151°04'33" E
05'
::} r
Q
o
�.
EX. RETE a
M
c
N/F
LAMA 6UFFER
o
WANCHESE MARINA, LLC
EXISTING I
PARCEL 3A
STORY ft -P6
B & D WELL DRILLING INC.
N/F
RE
PC H, SL. 70 -
024890000
WANCHESE MARINA, LLC
l
0707 05 08 5021
4458 MILL LANDING RO D
8
07o02os809098
4468 MILL LANDING ROAD
,.W
is
DB 2243, PG..
N
DB 2243, PG. 29
EXI5TIN6 ONE
-
STORY
N51°0817 E
188.85'
ON CON SLAP
F
TO BE RE ILT
EX. 3' WIRE
FENCE
N4,5-2-7'4
cl
MANHOLE N45 27 42"
EX. FUEL PLMP
V�-- PLATFORM
POST AND 23
ROPE PENCE EXISTING
ST
22
EXISTING APPROXIMATE
51GN LOGASTI GF
EXISTING
PRAINFIELD 21
N/F Sh
WANCHESE MARINA, LLC BL
024844000
0707 05 08 8425
4447 MILL LANDING ROAD
DB 2243, PG. 29 a
EX. SHEP
EX. Rup
HOUSE.
MANHOLE
PLA
IX. FUEL
OFF SWITCH O O
BOAT SLIPS
k..
fps �jy „E 181.4 ' r,� �_ L2
40'
N47'54 zc�c
FORMEROUSE �� BREPLACE
ULKHEAD EXISTING
TO BE
LAMA BUYER T ON P PERMIT
EX NG 0 ! ODIFICATIO
C" 9' WOOF - EXISTING FUELING 5 TION ILDING WATER
PAD DEPTH FENCE ' PREVIOUSLY PERMITTED
PERMIT -8.0'
<9 Q sr�, FXWITH I WALL EX. FISH aEANING MODIFICATION a
TO B_E REMOVED STATION
OLP ft -pe 62 D
FOU IPATION f1 � •� , EXIST Yz 3d GAMA o�
O' S BLP6 6 ��
WA SE ARINA, LLC
1 ) P.C. A L. 296
IQ. 024 8000 ��
�R, 0707 0 08 9300 4»W 354.89'
4471 MILL NDING ROADN
�\' DB 22 3, PG. 29 C 4 PROPOSED MAINTENANCE
A9 56 O O 59 DREDGING (71,574 SF)
• R 57 58 PROJECTED DEPTH -8.0'
/F
51 52 53 54 55 PREVIOUSLY PERMITTED
'Q 48 50 —'1
C� WANCHESE MARINA LLC P 45 47 10' MOORING PILES
LO 1 40 1 42 43 44 IXISTIN6 PROPOSED (TYP. 69) PROPOSED 4'
M.B. 3, PG. 86 38 39 PROPOSED 15A51N BOAT SLIPS PERMIT MODIFICATION WOOD WALKWAY
? A X171 0707205518 0233 FINGER PIERS PERMIT rn 67 LF
ODIFICATIO EXISTING CONCRETE
�\66S A' 4505DBMILL 224L ING2 R D° OD F CAUTION 73 78 7g O 81 cep TO BE REMOVED PREVIOUSLY PERMITTED
�S'O 7 74 PREVIOUSLY PERMITTED o
R`3 ����R�•� 60 61 62 63 64 J
> N/F
WANCHESE MARINA, LLC
rQ
rn B & D WELLEDRILBING INC. � �S �" ,- d- PROPOSED �o
< PC H, SL. 70 PROPOSED U/) TRAVEL LIFT
024890001 64' X 34' PREVIOUSLY PERMITTED
_
3: 0707
0707 05 08 6091 CONCRETE
1 0 MILL LANDING ROADS TRAVEL LIFT
d PROPOSED UPLAND a ° STAGING AREA
{ , DB 2243, PG. 29 �"
PROPOSED EXCAVATION (3, 00 SF)
RATE BULKHEAD 395 LF PREM USLY.PERMITTED
00 PREVIOUSLY PERMITTED PROJECTED DEPTH -8.0' 75.0' o.
rn
PROPOSED 8' WOOD ! PREVIOUSLY PERMITTED
` O
WALK 314 LF PROPOSED 4'
' PREVIOUSLY PERMITTED PROPOSED DREDGE WOOD WALKWAY
7/I/ DISPOSAL AREA > 67 LF
_ 247 85' `` TO (7,325 SF)
FFOR f PREVIOUSLY PERMITTED
S50° 47' 59 W
a " PROPOSED 8'
E 60.45 X20 EXGRAVEL WOOD WALKWAY
CHANNEL WIDENING
N50° 1 PREVIOUSLY PERMITTED 40 LF
+t ? •' _• N/F R�ti� !PREVIOUSLY PERMITTED
WILLIE R ETHERIDGE, III
10510 KAREN B ETHERIDG
N/F MARK G VRABLIC, S
2018
WILLIAM DAVID PIERCE LOT 2
DAISY DAVIS PIERCE P.C. E, SL. 661 SHORELINE
PARCEL 1-B 024889000 N/F ORTHOGRAPHICS
P.C. E, SL. 669 g' 0707 05 07 8966 I5TIN6 GONGRETE WILLIE ETHERIDGE SEAFOOD COMPANY, IN
024889001 4490 MILL LANDING ROAD CONTAINMENT AREA M.B. 86
070 05 07 78 6 9R,1493, PG, 321 ENGROAGHFIMENT 02488 53300 00 }
0707 05 18 2114
oo� 2 4561 MILL LANDING ROAD
DB 40Q—PG-4418-
CUT
0P.G 448CUT BACK EXISTING PILES, 2 TOP CAP
SHEETS AND WALERS TO 8" 4"x6" TIMBER
BELOW EXISTING GROUND TOP OF PILE 8' FINGER PIERS
ELEVATION DOCK 10 OR 40'
1 "0 TIMBER BOLTS,
BLOCK CAVITIES 4'
8"x8" TIMBER '1
\ \\ \
/i7//
,\ ,\ 2'
17 NWL = ±0.0'
EXISTING BULKHEAD
(TO REMAIN) 3'
FILL VOID WITH CLEAN
SAND AND COMPACT
1"0 TIMBER BOLTS ±11'
EXISTING 8"0 PILE
(TO REMAIN) 25' VINYL SHEET PILES
ESP 10.5 OR
CMI SG850 OR
TIDEWALL SW90
BULKHEAD
8"0 TIMBER DEADMAN BOTTOM 45'
15' LONG ®7.0' O.C.
OR 20,000# EARTH ANCHOR 45'-8"0 TIP CLASS B TIMBER
MANATEE, DUCKBILL OR PILE ® 7.0' O.C.
STINGRAY TYPE ACCEPTABLE 8"0 TIMBER PILING
OR CONCRETE GRADE BEAM*
14
BULKHEAD DETAIL
20' FOR TIMBER DEADMAN OR EARTH ANCHOR SECTION
*30' FOR CONCRETE GRADE BEAM NTS
TOP OF
BULKHEAD
°I 2x10 JOISTS @ 12" O.C.
e
(4) 2"x12" GIRDERS
TWO ON EACH SIDE OF PILING
W/ (3) 1 " HDG DOME HEAD
MARINE BOLTS EACH PILING
RAKER PIER DETAIL
NTS
OF gULKH�O
w _
26
85 PROPO
28
WATER 29
DEPTH
-11.0'
LISTING PROPO'
�.— B ATOS
31 PERM
MODIFICA
32
IR EXISTING 33
) WALKWAY
ERMIT
IFICATION 34
35
40'
36
37
PROPOSED
MOORING
PILES ILES
(TYP. 25)
co
Ln a -
Lu c
C6
�Q J
U
c
4�N
Ln E
o
YY
�W >
c
Lu
i
W
a�
C
W
E
p U N C J O
J N Lu
Q N
5 N N's Z w o¢
N 'n -6 O
Q U rn v c� L
O cn M c'jl0 E U E N O N
to x= LoJ U E Y .O
ro0 3 =32
-0 p= o X Q m CL
Q�dY�li 3UoQ ES .N
m YYYY Y
Z w o
b
O�%
N Ld
W J U U O 0
Z NV,OZ
W O ZZ23NF
d aorrrQQro�n
O0 QOO
F(ok :5 a. (L �
rQrornrn rn
w0000 0
NNNN N
Q 11 11
170D N Of N
cl NNON O
0000 0
Z
M/ REEK
Z
J
O
z
OF_
O
Z
.,
U J
LL
J
QZ
�N o
O � U
W
■ Q
QQlft
v
GRAPHIC SCALE' z
0 20 40 80
M
(IN FEET)
NL1 INCH = 40 FT. (.D � � w_
v
z N
W
PLASTIC PILING CAP ■
(TYP. @ ALL PILES) Q�Q
W
2
TOP OF PILING = 8.0' Q U
Q
ui z
0-
TOP OF PIER = ±4.0' C
2x10 JOISTS @12" O.C. e
U N
EXCAVATED
AREA
w
U
�N W L = 0.0= 0.0' Q
Ld 04 U
- o a
r -
w in Q 0 N
O w U DO
U) Y O
� o 0
w} w
BOTTOM ELEV. ,L J Z z Y
li
VARIES -6.0' - -11.0' vim-) ¢ wuj
J
U) a C3 U L-
SCALE:
1 "
24'-8"0 TIMBER PILE = 40'1
(10' MIN. PENETRATION) 201
1 PROJ. NO. 080271A
4o'" "
EXCAVATE PORTION OF
S54°07 27 W 112.07
ALONG
;'
COD''
' UPLAND AREA 1320 SF
PERMIT MODIFICATION
�Mj•
PEXL,4 �pu,�P
EX. RFL SHUT -
,CV
FACE
8
7- " 9!
ZO
WATER
DEPTH
20 9
O
E —� X486
O
-6.5'
N45 27' 42
Q
o
�.
EX. RETE a
N
c
LAMA 6UFFER
o
EX. ELEGTRI
RE
MANHaZ
BU
,.W
EXI5TIN6 ONE
-
STORY
ON CON SLAP
TO BE RE ILT
is
PREVIOUSLY
PERMITTED
0!
I
O
O8
y
1 J
N
1
°�
N i
N F
p 'EX
WANCHESE ARINA, LLC
01932 000
GRAVEL
0707 Q5 8 9693
`
4439 MILL • LA ING ROAD
EX. ELECTRIC DB 2243, G. 29
MANHOLE
PLACE EXISTING
BULKHEAD
"E
2
�' CON(.RETrE
N
PERMIT
MODIFICATION.
SHORELINE
fps �jy „E 181.4 ' r,� �_ L2
40'
N47'54 zc�c
FORMEROUSE �� BREPLACE
ULKHEAD EXISTING
TO BE
LAMA BUYER T ON P PERMIT
EX NG 0 ! ODIFICATIO
C" 9' WOOF - EXISTING FUELING 5 TION ILDING WATER
PAD DEPTH FENCE ' PREVIOUSLY PERMITTED
PERMIT -8.0'
<9 Q sr�, FXWITH I WALL EX. FISH aEANING MODIFICATION a
TO B_E REMOVED STATION
OLP ft -pe 62 D
FOU IPATION f1 � •� , EXIST Yz 3d GAMA o�
O' S BLP6 6 ��
WA SE ARINA, LLC
1 ) P.C. A L. 296
IQ. 024 8000 ��
�R, 0707 0 08 9300 4»W 354.89'
4471 MILL NDING ROADN
�\' DB 22 3, PG. 29 C 4 PROPOSED MAINTENANCE
A9 56 O O 59 DREDGING (71,574 SF)
• R 57 58 PROJECTED DEPTH -8.0'
/F
51 52 53 54 55 PREVIOUSLY PERMITTED
'Q 48 50 —'1
C� WANCHESE MARINA LLC P 45 47 10' MOORING PILES
LO 1 40 1 42 43 44 IXISTIN6 PROPOSED (TYP. 69) PROPOSED 4'
M.B. 3, PG. 86 38 39 PROPOSED 15A51N BOAT SLIPS PERMIT MODIFICATION WOOD WALKWAY
? A X171 0707205518 0233 FINGER PIERS PERMIT rn 67 LF
ODIFICATIO EXISTING CONCRETE
�\66S A' 4505DBMILL 224L ING2 R D° OD F CAUTION 73 78 7g O 81 cep TO BE REMOVED PREVIOUSLY PERMITTED
�S'O 7 74 PREVIOUSLY PERMITTED o
R`3 ����R�•� 60 61 62 63 64 J
> N/F
WANCHESE MARINA, LLC
rQ
rn B & D WELLEDRILBING INC. � �S �" ,- d- PROPOSED �o
< PC H, SL. 70 PROPOSED U/) TRAVEL LIFT
024890001 64' X 34' PREVIOUSLY PERMITTED
_
3: 0707
0707 05 08 6091 CONCRETE
1 0 MILL LANDING ROADS TRAVEL LIFT
d PROPOSED UPLAND a ° STAGING AREA
{ , DB 2243, PG. 29 �"
PROPOSED EXCAVATION (3, 00 SF)
RATE BULKHEAD 395 LF PREM USLY.PERMITTED
00 PREVIOUSLY PERMITTED PROJECTED DEPTH -8.0' 75.0' o.
rn
PROPOSED 8' WOOD ! PREVIOUSLY PERMITTED
` O
WALK 314 LF PROPOSED 4'
' PREVIOUSLY PERMITTED PROPOSED DREDGE WOOD WALKWAY
7/I/ DISPOSAL AREA > 67 LF
_ 247 85' `` TO (7,325 SF)
FFOR f PREVIOUSLY PERMITTED
S50° 47' 59 W
a " PROPOSED 8'
E 60.45 X20 EXGRAVEL WOOD WALKWAY
CHANNEL WIDENING
N50° 1 PREVIOUSLY PERMITTED 40 LF
+t ? •' _• N/F R�ti� !PREVIOUSLY PERMITTED
WILLIE R ETHERIDGE, III
10510 KAREN B ETHERIDG
N/F MARK G VRABLIC, S
2018
WILLIAM DAVID PIERCE LOT 2
DAISY DAVIS PIERCE P.C. E, SL. 661 SHORELINE
PARCEL 1-B 024889000 N/F ORTHOGRAPHICS
P.C. E, SL. 669 g' 0707 05 07 8966 I5TIN6 GONGRETE WILLIE ETHERIDGE SEAFOOD COMPANY, IN
024889001 4490 MILL LANDING ROAD CONTAINMENT AREA M.B. 86
070 05 07 78 6 9R,1493, PG, 321 ENGROAGHFIMENT 02488 53300 00 }
0707 05 18 2114
oo� 2 4561 MILL LANDING ROAD
DB 40Q—PG-4418-
CUT
0P.G 448CUT BACK EXISTING PILES, 2 TOP CAP
SHEETS AND WALERS TO 8" 4"x6" TIMBER
BELOW EXISTING GROUND TOP OF PILE 8' FINGER PIERS
ELEVATION DOCK 10 OR 40'
1 "0 TIMBER BOLTS,
BLOCK CAVITIES 4'
8"x8" TIMBER '1
\ \\ \
/i7//
,\ ,\ 2'
17 NWL = ±0.0'
EXISTING BULKHEAD
(TO REMAIN) 3'
FILL VOID WITH CLEAN
SAND AND COMPACT
1"0 TIMBER BOLTS ±11'
EXISTING 8"0 PILE
(TO REMAIN) 25' VINYL SHEET PILES
ESP 10.5 OR
CMI SG850 OR
TIDEWALL SW90
BULKHEAD
8"0 TIMBER DEADMAN BOTTOM 45'
15' LONG ®7.0' O.C.
OR 20,000# EARTH ANCHOR 45'-8"0 TIP CLASS B TIMBER
MANATEE, DUCKBILL OR PILE ® 7.0' O.C.
STINGRAY TYPE ACCEPTABLE 8"0 TIMBER PILING
OR CONCRETE GRADE BEAM*
14
BULKHEAD DETAIL
20' FOR TIMBER DEADMAN OR EARTH ANCHOR SECTION
*30' FOR CONCRETE GRADE BEAM NTS
TOP OF
BULKHEAD
°I 2x10 JOISTS @ 12" O.C.
e
(4) 2"x12" GIRDERS
TWO ON EACH SIDE OF PILING
W/ (3) 1 " HDG DOME HEAD
MARINE BOLTS EACH PILING
RAKER PIER DETAIL
NTS
OF gULKH�O
w _
26
85 PROPO
28
WATER 29
DEPTH
-11.0'
LISTING PROPO'
�.— B ATOS
31 PERM
MODIFICA
32
IR EXISTING 33
) WALKWAY
ERMIT
IFICATION 34
35
40'
36
37
PROPOSED
MOORING
PILES ILES
(TYP. 25)
co
Ln a -
Lu c
C6
�Q J
U
c
4�N
Ln E
o
YY
�W >
c
Lu
i
W
a�
C
W
E
p U N C J O
J N Lu
Q N
5 N N's Z w o¢
N 'n -6 O
Q U rn v c� L
O cn M c'jl0 E U E N O N
to x= LoJ U E Y .O
ro0 3 =32
-0 p= o X Q m CL
Q�dY�li 3UoQ ES .N
m YYYY Y
Z w o
b
O�%
N Ld
W J U U O 0
Z NV,OZ
W O ZZ23NF
d aorrrQQro�n
O0 QOO
F(ok :5 a. (L �
rQrornrn rn
w0000 0
NNNN N
Q 11 11
170D N Of N
cl NNON O
0000 0
Z
M/ REEK
Z
J
O
z
OF_
O
Z
.,
U J
LL
J
QZ
�N o
O � U
W
■ Q
QQlft
v
GRAPHIC SCALE' z
0 20 40 80
M
(IN FEET)
NL1 INCH = 40 FT. (.D � � w_
v
z N
W
PLASTIC PILING CAP ■
(TYP. @ ALL PILES) Q�Q
W
2
TOP OF PILING = 8.0' Q U
Q
ui z
0-
TOP OF PIER = ±4.0' C
2x10 JOISTS @12" O.C. e
U N
EXCAVATED
AREA
w
U
�N W L = 0.0= 0.0' Q
Ld 04 U
- o a
r -
w in Q 0 N
O w U DO
U) Y O
� o 0
w} w
BOTTOM ELEV. ,L J Z z Y
li
VARIES -6.0' - -11.0' vim-) ¢ wuj
J
U) a C3 U L-
SCALE:
1 "
24'-8"0 TIMBER PILE = 40'1
(10' MIN. PENETRATION) 201
1 PROJ. NO. 080271A
4o'" "
EXCAVATE PORTION OF
S54°07 27 W 112.07
ALONG
;'
COD''
' UPLAND AREA 1320 SF
PERMIT MODIFICATION
�Mj•
PEXL,4 �pu,�P
EX. RFL SHUT -
,CV
OFF SWITCH
8
7- " 9!
WATER
DEPTH
20 9
O
ss 4w'
O
-6.5'
fps �jy „E 181.4 ' r,� �_ L2
40'
N47'54 zc�c
FORMEROUSE �� BREPLACE
ULKHEAD EXISTING
TO BE
LAMA BUYER T ON P PERMIT
EX NG 0 ! ODIFICATIO
C" 9' WOOF - EXISTING FUELING 5 TION ILDING WATER
PAD DEPTH FENCE ' PREVIOUSLY PERMITTED
PERMIT -8.0'
<9 Q sr�, FXWITH I WALL EX. FISH aEANING MODIFICATION a
TO B_E REMOVED STATION
OLP ft -pe 62 D
FOU IPATION f1 � •� , EXIST Yz 3d GAMA o�
O' S BLP6 6 ��
WA SE ARINA, LLC
1 ) P.C. A L. 296
IQ. 024 8000 ��
�R, 0707 0 08 9300 4»W 354.89'
4471 MILL NDING ROADN
�\' DB 22 3, PG. 29 C 4 PROPOSED MAINTENANCE
A9 56 O O 59 DREDGING (71,574 SF)
• R 57 58 PROJECTED DEPTH -8.0'
/F
51 52 53 54 55 PREVIOUSLY PERMITTED
'Q 48 50 —'1
C� WANCHESE MARINA LLC P 45 47 10' MOORING PILES
LO 1 40 1 42 43 44 IXISTIN6 PROPOSED (TYP. 69) PROPOSED 4'
M.B. 3, PG. 86 38 39 PROPOSED 15A51N BOAT SLIPS PERMIT MODIFICATION WOOD WALKWAY
? A X171 0707205518 0233 FINGER PIERS PERMIT rn 67 LF
ODIFICATIO EXISTING CONCRETE
�\66S A' 4505DBMILL 224L ING2 R D° OD F CAUTION 73 78 7g O 81 cep TO BE REMOVED PREVIOUSLY PERMITTED
�S'O 7 74 PREVIOUSLY PERMITTED o
R`3 ����R�•� 60 61 62 63 64 J
> N/F
WANCHESE MARINA, LLC
rQ
rn B & D WELLEDRILBING INC. � �S �" ,- d- PROPOSED �o
< PC H, SL. 70 PROPOSED U/) TRAVEL LIFT
024890001 64' X 34' PREVIOUSLY PERMITTED
_
3: 0707
0707 05 08 6091 CONCRETE
1 0 MILL LANDING ROADS TRAVEL LIFT
d PROPOSED UPLAND a ° STAGING AREA
{ , DB 2243, PG. 29 �"
PROPOSED EXCAVATION (3, 00 SF)
RATE BULKHEAD 395 LF PREM USLY.PERMITTED
00 PREVIOUSLY PERMITTED PROJECTED DEPTH -8.0' 75.0' o.
rn
PROPOSED 8' WOOD ! PREVIOUSLY PERMITTED
` O
WALK 314 LF PROPOSED 4'
' PREVIOUSLY PERMITTED PROPOSED DREDGE WOOD WALKWAY
7/I/ DISPOSAL AREA > 67 LF
_ 247 85' `` TO (7,325 SF)
FFOR f PREVIOUSLY PERMITTED
S50° 47' 59 W
a " PROPOSED 8'
E 60.45 X20 EXGRAVEL WOOD WALKWAY
CHANNEL WIDENING
N50° 1 PREVIOUSLY PERMITTED 40 LF
+t ? •' _• N/F R�ti� !PREVIOUSLY PERMITTED
WILLIE R ETHERIDGE, III
10510 KAREN B ETHERIDG
N/F MARK G VRABLIC, S
2018
WILLIAM DAVID PIERCE LOT 2
DAISY DAVIS PIERCE P.C. E, SL. 661 SHORELINE
PARCEL 1-B 024889000 N/F ORTHOGRAPHICS
P.C. E, SL. 669 g' 0707 05 07 8966 I5TIN6 GONGRETE WILLIE ETHERIDGE SEAFOOD COMPANY, IN
024889001 4490 MILL LANDING ROAD CONTAINMENT AREA M.B. 86
070 05 07 78 6 9R,1493, PG, 321 ENGROAGHFIMENT 02488 53300 00 }
0707 05 18 2114
oo� 2 4561 MILL LANDING ROAD
DB 40Q—PG-4418-
CUT
0P.G 448CUT BACK EXISTING PILES, 2 TOP CAP
SHEETS AND WALERS TO 8" 4"x6" TIMBER
BELOW EXISTING GROUND TOP OF PILE 8' FINGER PIERS
ELEVATION DOCK 10 OR 40'
1 "0 TIMBER BOLTS,
BLOCK CAVITIES 4'
8"x8" TIMBER '1
\ \\ \
/i7//
,\ ,\ 2'
17 NWL = ±0.0'
EXISTING BULKHEAD
(TO REMAIN) 3'
FILL VOID WITH CLEAN
SAND AND COMPACT
1"0 TIMBER BOLTS ±11'
EXISTING 8"0 PILE
(TO REMAIN) 25' VINYL SHEET PILES
ESP 10.5 OR
CMI SG850 OR
TIDEWALL SW90
BULKHEAD
8"0 TIMBER DEADMAN BOTTOM 45'
15' LONG ®7.0' O.C.
OR 20,000# EARTH ANCHOR 45'-8"0 TIP CLASS B TIMBER
MANATEE, DUCKBILL OR PILE ® 7.0' O.C.
STINGRAY TYPE ACCEPTABLE 8"0 TIMBER PILING
OR CONCRETE GRADE BEAM*
14
BULKHEAD DETAIL
20' FOR TIMBER DEADMAN OR EARTH ANCHOR SECTION
*30' FOR CONCRETE GRADE BEAM NTS
TOP OF
BULKHEAD
°I 2x10 JOISTS @ 12" O.C.
e
(4) 2"x12" GIRDERS
TWO ON EACH SIDE OF PILING
W/ (3) 1 " HDG DOME HEAD
MARINE BOLTS EACH PILING
RAKER PIER DETAIL
NTS
OF gULKH�O
w _
26
85 PROPO
28
WATER 29
DEPTH
-11.0'
LISTING PROPO'
�.— B ATOS
31 PERM
MODIFICA
32
IR EXISTING 33
) WALKWAY
ERMIT
IFICATION 34
35
40'
36
37
PROPOSED
MOORING
PILES ILES
(TYP. 25)
co
Ln a -
Lu c
C6
�Q J
U
c
4�N
Ln E
o
YY
�W >
c
Lu
i
W
a�
C
W
E
p U N C J O
J N Lu
Q N
5 N N's Z w o¢
N 'n -6 O
Q U rn v c� L
O cn M c'jl0 E U E N O N
to x= LoJ U E Y .O
ro0 3 =32
-0 p= o X Q m CL
Q�dY�li 3UoQ ES .N
m YYYY Y
Z w o
b
O�%
N Ld
W J U U O 0
Z NV,OZ
W O ZZ23NF
d aorrrQQro�n
O0 QOO
F(ok :5 a. (L �
rQrornrn rn
w0000 0
NNNN N
Q 11 11
170D N Of N
cl NNON O
0000 0
Z
M/ REEK
Z
J
O
z
OF_
O
Z
.,
U J
LL
J
QZ
�N o
O � U
W
■ Q
QQlft
v
GRAPHIC SCALE' z
0 20 40 80
M
(IN FEET)
NL1 INCH = 40 FT. (.D � � w_
v
z N
W
PLASTIC PILING CAP ■
(TYP. @ ALL PILES) Q�Q
W
2
TOP OF PILING = 8.0' Q U
Q
ui z
0-
TOP OF PIER = ±4.0' C
2x10 JOISTS @12" O.C. e
U N
EXCAVATED
AREA
w
U
�N W L = 0.0= 0.0' Q
Ld 04 U
- o a
r -
w in Q 0 N
O w U DO
U) Y O
� o 0
w} w
BOTTOM ELEV. ,L J Z z Y
li
VARIES -6.0' - -11.0' vim-) ¢ wuj
J
U) a C3 U L-
SCALE:
1 "
24'-8"0 TIMBER PILE = 40'1
(10' MIN. PENETRATION) 201
1 PROJ. NO. 080271A
ow
�2
d r
loll
R EXISTING RAMP DOWN WITH
END DIRECTING RUN—OFF
INTO MARINA (OUTFALL #2)
SHEET FLOW TO SOUND yt ti
EXISTING DRAINAGE
DITCH
y
WANCHESE MARINA
ti*
FIGURE 1: EXISTING DRAINAGE CONDITIONS
SHEET FLOW
CONCENTRATED FLOW
`
�.. _ - _ Wim.:. •
EXISITNG CULVERT
�
.�
�
(OUTFALL #1 INTO MARINA) _
GRAPHIC SCALE
SHEET FLOW ,.
,,
,
0 30 60 120
r
—
I `
(IN FEET)
1 INCH = 60 FT.
,rd
Roanoke �or
He
Island 12 ad
a O
\ 0�
Broad
0
3s CreekD ?N
68 Point v
Q� Tommyo
Hammock
o � o
0
o �v
\ `o
m
\ a
Wanchese °' a
3967 9PB Marina
O D
� A
0 lvi
345 0
"o
Bo ie
� o
3966 _ a
Wanches
50'
65
�o
� SvP
heo f f-
oin� CAPE • ATTER
D
NATION L SEASI
Cut
Through
o —
3s64 Ce
Cedar Georges Cree —
Isi nd Cedar
0 r�7 Point