20091087 Ver 1_More Info Received_20100330

FW: Core Creek Land Co, Adams Creek Marina Beaufort Action ID SAW-2008-02569 D... Page 1 of 17
FW: Core Creek Land Co, Adams Creek Marina Beaufort Action ID SAW-
2008-02569 DWQ # 09 1087
Steenhuis, Joanne
Sent: Tuesday, March 30, 2010 4:28 PM
To: Strickland, Bev
Attachments: PM1827 ADAMS CREEK SET 3-4-l.pdf (1 MB)
-----Original Message-----
From: Dave Gambardella [mailto:[e-mail]]
Sent: Thursday, March 04, 2010 5:17 PM
To: 'Timpy, David L SAW
Cc: Steenhuis, Joanne; 'Ronald Cullipher'; Govoni, Daniel
Subject: RE: Core Creek Land Co, Adams Creek Marina Beaufort Action ID SAW-2008-02569
Mr. Timpy,
Attached is the fully revised plan set. Let me know if you want a hardcopy.
Total wetlands impacts have been reduced to 165 square feet of excavation by moving slip 10 northward. Let me
know if you have any questions.
Thanks
Dave Gambardella
Stroud Engineering PA
151A Hwy 24 Morehead City NC 28557
[phone]
[phone] fax
[phone] cell
[e-mail]
-----Original Message-----
From: Timpy, David L SAW [mailto:[e-mail]]
Sent: Wednesday, March 03, 2010 4:08 PM
To: Dave Gambardella
Cc: [e-mail]; Ronald Cullipher; richard collette; Govoni, Daniel
Subject: RE: Core Creek Land Co, Adams Creek Marina Beaufort Action ID
SAW-2008-02569
Yes. Revising the design to reduce the proposed impacts by 200 sf satisfies
our requirements to avoid and minimize impacts. Please provide the revised
plans to Daniel Govoni, DCM with a narrative that documents the revisions were made to reduce the impacts from
537 sf to 200 sf.
I did not think this was possible. Thanks
Dave Timpy
Regulatory Division
Project Manager
US Army Corps of Engineers
Wilmington District
https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 3/31/2010
FW: Core Creek Land Co, Adams Creek Marina Beaufort Action ID SAW-2008-02569 D... Page 2 of 17
Wilmington, North Carolina 28402-1890
Office: 910-251-4634
Cell: 910-617-3254
Fax: [phone]
Email:david. L.Timpy@saw02. usace.army. mil
Website: http://www.saw.usace.army.mil
The Wilmington District is committed to providing the highest level of
> support to the public. To help us ensure we continue to do so, please
> complete the Customer Satisfaction Survey located at our website at
> http://per2.nwp.usace.army.mil/survey.html
-----Original Message-----
From: Dave Gambardella [mailto;[e-mail]]
Sent: Wednesday, March 03, 2010 3:19 PM
To: Timpy, David L SAW
Cc: [e-mail]; 'Ronald Cullipher'; 'richard collette'
Subject: RE: Core Creek Land Co, Adams Creek Marina Beaufort Action ID
SAW-2008-02569
If we reconfigure slip 10 in the basin to remove approximately 200 square feet of impacts to the fringe wetlands
above NHW would we be able to move this project along with just the onsite wetlands deed restrictions and no
further mitigation?
Thanks
Dave Gambardella
Stroud Engineering PA
151A Hwy 24 Morehead City NC 28557
[phone]
[phone] fax
[phone] cell
[e-mail]
From: Timpy, David L SAW [mailto:[e-mail],mil]
Sent: Wednesday, March 03, 2010 6:43 AM
To: Dave Gambardella
Cc: [e-mail]; Ronald Cullipher
https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 3/31/2010
FW: Core Creek Land Co, Adams Creek Marina Beaufort Action ID SAW-2008-02569 D... Page 3 of 17
Subject: RE: Core Creek Land Co, Adams Creek Marina Beaufort Action ID
SAW-2008-02569
Possibly. What is he planning (subdivision, marina, zoo, etc) for this site?
Note that if the site cannot be developed then preservation of the site may not acceptable (obviously). Potential
areas of development that contain jurisdiction wetland could be acceptable. It - s a case by case decision.
Can you send a google earth kmz file of the site? Have the 404 wetlands and coastal wetlands been delineated
and verified? They will need to be, if accepted as preservation. The MHW line (from a surveyor and relative to a
vertical datum) would also be helpful.
A Conservation Easement (CE) is the preferred preservation mechanism in this
case. The model language for a CE is on our website (see below). The
model
documents were developed by our legal counsel, please use the exact language.
Otherwise, I will have to send it to them for review and approval.
I will need a wetland conservation easement map (that will be eventually
recorded) and the acreage of each type of wetlands (404, coastal, and possibly isolated) to be preserved (must
be clearly labeled on map) for the special condition in our permit. CE recording must take place prior to
construction in the wetlands on the site or sale of any lots. Here is a
very rough draft special condition:
The Permittee shall execute and cause to be recorded in the Carteret County Register of Deeds the Permanent
Conservation Easement (see attached) for the purpose of maintaining approximately XXXX acres of (on-site
riparian and non-riparian wetlands, coastal, isolated, etc) for XXXX (R. Collette - s property name), in their natural
and mitigated state in perpetuity, prior to the sale or conveyance of any lots or other property within the
subdivision.
A final survey map of the development?, which clearly depicts the surveyed areas of preservation, must also be
recorded with the Carteret County Register of Deeds at the same time the Conservation Easement is recorded.
No
person or entity shall fill, grade, excavate, or perform any other land disturbing activities; nor construct any
structures, nor allow animal grazing or watering or any other agricultural use on such conservation areas. The
permittee shall enforce the terms of the Conservation Easement and, prior to conveyance of the property, shall
take no action on the property described in the Conservation Easement inconsistent with the terms thereof. The
permittee shall provide a copy of the recorded Conservation Easement and recorded
Survey to the Corps of Engineers within 15 days of recording.
These provisions relating to wetlands cannot be amended or modified without the express written consent of the
U.S. Army Corps of Engineers, Wilmington District.
See our website for more info and templates for a Conservation Easement.
http://www.saw. usace.army. mi1/WETLANDS/Mitigation/preservation. html
https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 3/31/2010
FW: Core Creek Land Co, Adams Creek Marina Beaufort Action ID SAW-2008-02569 D... Page 4 of 17
Call if you have any questions on the above.
I-m keeping DWQ in the loop due to the 401 certification, even though they
are not requiring mitigation. It s good business too. Once we have a
final
mitigation proposal, we Jl need to advise the DCM in Morehead too.
Thanks.
Dave T
-----Original Message-----
From: Dave Gambardella [mailto:[e-mail]]
Sent: Tuesday, March 02, 2010 4:19 PM
To: Timpy, David L SAW
Cc: 'Ronald Cullipher'
Subject: RE: Core Creek Land Co, Adams Creek Marina Beaufort Action ID
SAW-2008-02569
Thank you for following up. Can we use offsite wetlands preservation to accomplish this mitigation. Mr. Collette
owns an 18 acre waterfront parcel further south on the west side of the Intercoastal with a large amount of coastal
wetlands.
Thanks
Dave Gambardella
Stroud Engineering PA
151A Hwy 24 Morehead City NC 28557
[phone]
[phone] fax
[phone] cell
[e-mail]
https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 3/31/2010
FW: Core Creek Land Co, Adams Creek Marina Beaufort Action ID SAW-2008-02569 D... Page 5 of 17
-----Original Message-----
From: Timpy, David L SAW [mailto:[e-mail]]
Sent: Tuesday, March 02, 2010 3:44 PM
To: Dave Gambardella
Subject: RE: Core Creek Land Co, Adams Creek Marina Beaufort Action ID
SAW-2008-02569
No I did not see this. Too many emails.
For a simple explanation see Regional Condition (20) of any NWP. This best explains the requirement
Please call if you need to have it explained further.
Dave
Regulatory Division
Project Manager
US Army Corps of Engineers
Wilmington District
Wilmington, North Carolina 28402-1890
Office: 910-251-4634
Cell: 910-617-3254
Fax: [phone]
Email:[e-mail]
Website: http://www.saw.usace.army.miI
The Wilmington District is committed to providing the highest level of
> support to the public. To help us ensure we continue to do so, please
https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 3/31/2010
FW: Core Creek Land Co, Adams Creek Marina Beaufort Action ID SAW-2008-02569 D... Page 6 of 17
> complete the Customer Satisfaction Survey located at our website at
> http://per2.nwp.usace.army.miI/survey.html
-----Original Message-----
From: Dave Gambardella [mailto:[e-mail]]
Sent: Tuesday, March 02, 2010 3:32 PM
To: Timpy, David L SAW
Cc: 'Ronald Cullipher'
Subject: FW: Core Creek Land Co, Adams Creek Marina Beaufort Action ID
SAW-2008-02569
Not sure if you got this question last week. See below
Dave
-----Original Message-----
From: Dave Gambardella [mailto:[e-mail]]
Sent: Wednesday, February 24, 2010 5:25 PM
To: 'Timpy, David L SAW
Cc: 'Ronald Cullipher'
Subject: RE: Core Creek Land Co, Adams Creek Marina Beaufort Action ID
SAW-2008-02569
Mr. Timpy,
Looking through some of the National Permits on the USACE page we saw the 1/10 acre wetlands threshold on
minor dredging for mitigation. We are way below that threshold at.012 acres (536 sf). Why are we being asked to
mitigate?
https://mail.ne.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 3/31/2010
FW: Core Creek Land Co, Adams Creek Marina Beaufort Action ID SAW-2008-02569 D... Page 7 of 17
Dave Gambardella
Stroud Engineering PA
151A Hwy 24 Morehead City NC 28557
[phone]
[phone] fax
[phone] cell
[e-mail]
-----Original Message-----
From: Timpy, David L SAW [mailto:[e-mail]]
Sent: Tuesday, February 23, 2010 9:33 AM
To: Dave Gambardella
Cc: Ronald Cullipher; [e-mail]; Govoni, Daniel
Subject: RE: Core Creek Land Co, Adams Creek Marina Beaufort Action ID
SAW-2008-02569
I don't know a lot about the Croatan bank, need to know if they are in the same HUC and if they have coastal
wetland restoration credits.
The onsite option may be acceptable if it can support S. Alterniflora and the DCM would agree. The DCM may
have a problem with any disturbance to existing coastal wetlands at this site. The mitigation ratio for onsite
restoration (i.e. not creation) can be reduced to 1:1 but a mitigation plan, including 5 years of monitoring, would be
required. Please note that for the work to be considered "restoration" we would also need some data that the
area to be restored is an area of former coastal wetlands, hence coastal wetland restoration. Creation of coastal
wetlands is not acceptable due to unlikelihood of success.
Hope this helps.
https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHV R... 3/31/2010
FW: Core Creek Land Co, Adams Creek Marina Beaufort Action ID SAW-2008-02569 D... Page 8 of 17
Dave Timpy
Regulatory Division
Project Manager
US Army Corps of Engineers
Wilmington District
Wilmington, North Carolina 28402-1890
Office: 910-251-4634
Cell: 910-617-3254
Fax: [phone]
Email:[e-mail]
Website: http://www.saw.usace.army.miI
The Wilmington District is committed to providing the highest level of
> support to the public. To help us ensure we continue to do so, please
> complete the Customer Satisfaction Survey located at our website at
> http://per2.nwp.usace.army.mil/survey.html
-----Original Message-----
From: Dave Gambardella [mailto:[e-mail]]
Sent: Tuesday, February 23, 2010 9:20 AM
To: Timpy, David L SAW
Cc: 'Ronald Cullipher'
Subject: RE: Core Creek Land Co, Adams Creek Marina Beaufort Action ID
SAW-2008-02569
Mr. Timpy
https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 3/31/2010
/2010
FW: Core Creek Land Co, Adams Creek Marina Beaufort Action ID SAW-2008-02569 D... Page 9 of 17
I've contacted the Croatan Wetlands Mitigation bank which I believe does do riparian type credits to get a fee
estimate
The only other possibility onsite would be to expand a small section of the coastal wetlands ditch running north to
south onsite at a 2:1 ratio if that would be acceptable.
Thanks
Dave Gambardella
Stroud Engineering PA
151A Hwy 24 Morehead City NC 28557
[phone]
[phone] fax
[phone] cell
[e-mail]
-----Original Message-----
From: Timpy, David L SAW [maiIto: David. [e-mail]. mil]
Sent: Tuesday, February 23, 2010 8:49 AM
To: Dave Gambardella
Cc: Ronald Cullipher; [e-mail]
Subject: RE: Core Creek Land Co, Adams Creek Marina Beaufort Action ID
SAW-2008-02569
https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 3/31/2010
FW: Core Creek Land Co, Adams Creek Marina Beaufort Action ID SAW-2008-02569... Page 10 of 17
Coastal Wetlands, per the fee schedule. I totally agree on the confusion aspects. Compensating for coastal
wetland impacts is never easy; due to the difficulties of successfully restoring coastal wetlands. Plus the value of
this land can make this type of work prohibitive.
Yes, we can consider a different mitigation bank that can provide coastal wetland restoration. Let me know the
bank you are considering. Other options could include onsite or total avoidance of impacts, but I am not sure how
possible these are given these wetlands are in the upper part of the existing basin. Are there any other
restoration opportunities close to the site?
Dave T.
-----Original Message-----
From: Dave Gambardella [mailto:[e-mail]]
Sent: Tuesday, February 23, 2010 8:42 AM
To: Timpy, David L SAW
Cc: 'Ronald Cullipher'
Subject: RE: Core Creek Land Co, Adams Creek Marina Beaufort Action ID
SAW-2008-02569
There are several different schedules of fees on the EEP site. Are we coastal wetlands or riparian wetlands in
these fees?
hftp://www.nceep.net/pages/fee.htm
At the same time it looks like the EEP is a minimum of .25 acres fee increments, which doesn't make sense when
our total impact is .012 acres.
You're looking at ten to twenty thousand dollars or more. I apologize for sounding frustrated but everything I have
seen on this required "mitigation proposal" and these new rules has been extremely vague.
Would we be able to use a different mitigation bank not in our river Basin that can provide "riparian wetlands"
credits?
https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 3/31/2010
FW: Core Creek Land Co, Adams Creek Marina Beaufort Action ID SAW-2008-02569... Page 11 of 17
Dave Gambardella
Stroud Engineering PA
151A Hwy 24 Morehead City NC 28557
[phone]
[phone] fax
[phone] cell
[e-mail]
-----Original Message-----
From: Timpy, David L SAW [mailto:[e-mail]]
Sent: Tuesday, February 23, 2010 8:24 AM
To: Dave Gambardella
Cc: [e-mail]; Govoni, Daniel; Ronald Cullipher; [e-mail]
Subject: RE: Core Creek Land Co, Adams Creek Marina Beaufort Action ID
SAW-2008-02569
Dave,
The impacted wetlands associated with the proposed project are "riparian"
coastal wetlands. We need to replace the proposed coastal wetland losses with restored coastal wetlands. I
realize it=_s a bit confusing but coastal
wetlands area type of "riparian" wetlands. See my email dated 2-16-10.
I apologize for not pointing out that coastal wetlands are a type
"riparian" wetlands. I believe the EEP can provide mitigation specifically
for "coastal wetlands".
https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHV R... 3/31/2010
FW: Core Creek Land Co, Adams Creek Marina Beaufort Action ID SAW-2008-02569... Page 12 of 17
Please call me with any questions on this.
Dave Timpy
Regulatory Division
Project Manager
US Army Corps of Engineers
Wilmington District
Wilmington, North Carolina 28402-1890
Office: 910-251-4634
Cell: 910-617-3254
Fax: [phone]
Email:[e-mail]
Website: http://www,saw. usace.army. miI
The Wilmington District is committed to providing the highest level of
> support to the public. To help us ensure we continue to do so, please
> complete the Customer Satisfaction Survey located at our website at
>http://per2.nwp.usace.army.mil/survey.html
-----Original Message-----
From: Dave Gambardella [mailto:[e-mail]]
Sent: Tuesday, February 23, 2010 8:15 AM
To: Timpy, David L SAW
Cc: [e-mail]; 'Govoni, Daniel'; 'Ronald Cullipher'; [e-mail]
https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 3/31/2010
FW: Core Creek Land Co, Adams Creek Marina Beaufort Action ID SAW-2008-02569... Page 13 of 17
Subject: RE: Core Creek Land Co, Adams Creek Marina Beaufort Action ID
SAW-2008-02569
Hello Mr. Timpy,
Attached is our mitigation proposal for the Adams Creek Marina project. Let me know if you have any questions or
need any changes. A hardcopy should follow
Thanks
Dave Gambardella
Stroud Engineering PA
151A Hwy 24 Morehead City NC 28557
[phone]
[phone] fax
[phone] cell
[e-mail]
-----Original Message-----
From: Timpy, David L SAW [mailto:[e-mail]]
Sent: Tuesday, February 16, 2010 10:53 AM
To: Dave Gambardella
Cc: Ronald Cullipher
Subject: RE: Core Creek Land Co, Adams Creek Marina Beaufort Action ID
SAW-2008-02569
https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 3/31/2010
FW: Core Creek Land Co, Adams Creek Marina Beaufort Action ID SAW-2008-02569... Page 14 of 17
Mr. Gambardella,
The preferred ratio in this case will depend on the applicants mitigation proposal. Typically, a ratio of 2:1 for in-
kind replacement of the wetland losses are acceptable. In this case, replacing the losses of 536 sf of coastal
wetlands with 1072 of coastal wetlands restoration from an approved mitigation site may be acceptable. Our final
acceptance of the proposed compensatory mitigation is pending submittal of the applicants mitigation proposal.
Hope this helps
Dave Timpy
Regulatory Division
Project Manager
US Army Corps of Engineers
Wilmington District
Wilmington, North Carolina 28402-1890
Office: 910-251-4634
Cell: 910-617-3254
Fax: [phone]
Email:david. L.Timpy@saw02. usace.army. mil
Website: http://www.saw.usace.army.mil
The Wilmington District is committed to providing the highest level of
> support to the public. To help us ensure we continue to do so, please
> complete the Customer Satisfaction Survey located at our website at
> http://pert.nwp.usace.army.mil/survey.html
-----Original Message-----
https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 3/31/2010
FW: Core Creek Land Co, Adams Creek Marina Beaufort Action ID SAW-2008-02569... Page 15 of 17
From: Dave Gambardella [mailto:[e-mail]]
Sent: Tuesday, February 16, 2010 8:02 AM
To: Timpy, David L SAW
Cc: 'Ronald Cullipher'
Subject: Core Creek Land Co, Adams Creek Marina Beaufort Action ID
SAW-2008-02569
Mr. Timpy,
The owner is possibly looking at purchasing credits from the mitigation bank below for the 536 sf of wetlands
mitigation. Is there a preferred ratio on these credits and would this be allowable for the mitigation proposal.
Thanks
Dave Gambardella
Stroud Engineering PA
151A Hwy 24 Morehead City NC 28557
[phone]
https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 3/31/2010
FW: Core Creek Land Co, Adams Creek Marina Beaufort Action ID SAW-2008-02569... Page 16 of 17
[phone] fax
[phone] cell
[e-mail]
From: Glenn Catts [mailto:[e-mail]]
Sent: Monday, February 15, 2010 9:16 PM
To: Dave Gambardella
Cc: David Ashcraft
Subject: Re: Hofmann Forest Wetland Mitigation Bank usage
Dear Dave Gambardella,
You (and the USACE) will determine how many credits you need to purchase to mitigate your development
impacts At a 1:1 ratio, 600 square feet (approximately 0.014 acres) will require purchase of 0.014 credits.
The per non-riparian credit price is $45,752, so 0.014 credits purchased from the Hofmann Forest Wetland
mitigation bank (HFWMB) would require payment of $630.
https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 3/31/2010
FW: Core Creek Land Co, Adams Creek Marina Beaufort Action ID SAW-2008-02569... Page 17 of 17
Double check with the USACE to make sure your mitigation requires non-riparian credits and the ratio is 1:1.
If you should choose to go forward with the purchase of HFWMB credits, please include your USACE Action ID #
along with the name of your project in any further correspondence.
Thanks for your cooperation and best of luck with your project,
Glenn
Glenn P. Catts
Hofmann Forest Liaison
College of Natural Resources
North Carolina State University
2023 Biltmore Hall, PO Box 8002
Raleigh, NC 27695-8002
https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNI PQZ06vHVR... 3/31/2010
s
~ ~ ~ ,
t~sirih;
~ ~ Innn~r.~~tal
~ 1~1 Waterway
H~f1ow~
f E ~ _
INDEX OF SHEETS. ~ ~ .
~ 10# e~ ~ ~ ,
SHEET 1 -EXISTING CONDITIONS
' SHEET 2 - IT N S E PLA i~ . ~
SHEET 3 DREDGING PLAN ~ , .r-
HEET - 4 DETAIL
G ~
_ ; '3y'.~
I ~ Beige
I ~ - ~ ~ ' ~ ~ ~
M~It G~~k F ~ ~ ~ , ~ 01way
}
I
t f t~ ti ;a -
``rr'rlul l lhflj~? - ' ~ ~ a X71 ~ ~-xF t ~.A~
rrr h1~ CAf~~ ~~~i ~
i ~ )i raw 1. !4 , rig' 1 ' ~ W ~ ~ 4 ~ ~ I~IJ'1!E~y 's~~i1f< ~
+w ~ + f) ~ ~ 4~ 6tt tt ~ ~ ~ , ,,~i ~
'Q~ sue. ~
b rl ~ ~ . , 13343 ; _ . - ~ Grattr ~S 'i=kld 4 , MDteh~" ~~t1~, ~P Bay ~ ~ ~ r t ~ r
t' 1 w S A Sig
. Q ~ IN . ~ SITE - . q ....r ~Q rr ~ S ~
~1~111~. C 1~r'rr ` ~
l1 ~ q (J 1111114 ~ ! I-- ~ t aw
3u7 f R ALD D. C LLIPHER P.E. l it ; `c ,
4 ~ ~ / //~1 RF . _ , MQ~y R~t~~ Eslev~d ~ u<..
- - u, ~ ~RF a a - ~
~o ~ R~ caa ~ ' _ a, . , „ ~ , . A118RtiG :w, ~ s t~tA ~ `8~nd M~kistF
~ ~ w o 1 . Z ~ 9 Y i ~ PBik ~ ~ 41
O . dad . _ Bead E 1d~~n ~ F ~ _
- SNARE g4A9 . QQ
? ~ t' z n "i~ F ~dgF 4a' ..i~r_w~(rJ~~
H!G HIygY l p ~ 9 A, 'i [~i~1'M
- _ ~ B~10CE
~ _ ~ -
n - 6+. _
~ M
~-~~4~ - - p,--- -
C: -
VICINITY MAP
'7 ~L
- Q~-
7~ a. 1 _ r
n. 'ro
_ M, - G.
M -
d
_-m
,n ~ 9 - - t
VICINITY MAP

.
1
1 1 1
1
1 I 1
= 1 1 1
1 C7 ' I EXISTING j Na~~s EXISTING SITE NOTES NHW LINE TABLE NOTES: L1 11.2D N26°07`16°W
1 D©CK I o I 1 . BDI 1. BOONDARY SURVEY TAKEN FROM COASTLINE PROPERTY AREA = 335,083 SF f7.69 ACJ L2 58.16 S64°14'17"E
I 1 f ~ sui f ~ SURVEYING PA DRAWING DATED 3/24/0$ L3 56.79 S77°16'46"E
I 2. IMI I 1 ~ 2. IMPERVIOUS AREA SHOWN TAKEN FROM CRISER EXISTING IMPERVIOUS L4 63.52 577°17'02"E TROUTMAN TANNER CONSULTING ENGINEERS DRAWING L5 10.97 580°16'52"E
1 w 1 f ~a DATED 1D/8/D$ GRAVEL = 143,399 SF L6 35.12 S80°54'29"E
I ~ I N/F CWARLES E. wRIGHT ~ 3. HII f 1 DB. 1025 PG. 191 3. HIGH GROUND TOPOGRAPHIC INFORMATION TAKEN FROM CONCRETE = 3.450 SF L7 28.12 S76°51'00"E L8 17.43 561°35'55"E
~ ~ 1 ~ CO. 1 w f I COASTLINE SURVEYING PA DRAWING DATED 3/7/2008 BUILDINGS = 22,720 SF L9 25.37 S25°32'33"E
I r 1 ~ L10 17.45 512°58'57"W TOTAL = 169,569 SF L11 13.35 S12°55'42"w
f I 1 ~ 1 _1 L12 7.05 547°18'17"W
1 I 1 -c-- 1 ~ y° IMPERVIOUS = 50.61% L13 7.60 N80°39'16"w L14 5.96 563°1D'24"w
l I ~ ~ ~ ~ 1 ~ ~1_ ~ TOTAL AREA IN AEC = 127,690 SF L15 11.92 S21°58'37"W l16 12.24 527°39'48"W
- f ~ ~ I . ~-1 ~ EX IMPERVIOUS 1N AEC = 49,772 SF (38.987°) L17 17.48 S76°03'39"W
I ~ ~ ~ L18 17.60 521°12'41"w L19 14.51 N84°15'31"W
i - ~Jt~' _ _ `1 L20 6.00 S69°33`21"w
z u ~ _ ~ ~ REMOVE 22,425 SF ~ w ~ ---~dt_i~e.~~!'~s~-~ _ - I ORAVEL N/F JAMES E. D]( L21 7.71 N81°33'50"W L22 19.76 N76°41`15"W
t a ~ ~ ~~D' - DB. 769 PG. 136 ` _ P1N: 6490.03.30. B~ T69 1'GE~13sCK1N50N L23 141.15 N79°50'29"W 1N: s490.03.30.s464 L24 21.98 N11°43'52"E
L25 21.42 N33°34'27"w
L26 25.53 N09°26'47"E
L27 25.37 N02°10'37"E L28 37.09 N02°25'12"E
L29 25.26 N44°29'18"E
L30 41.65 N18°46'34"w L31 15.71 N39°38'35"E
I ~ ~ _ - I ~ L32 13.79 S11°32'48"w L33 36.05 S18°36'52"E
I ~1 ~ 1 plc ~ ~ ak ~ •Z ~~^,a.=-~ 1 v v v ~ L34 9.fi5 N83°10'D5°E
1 ~ yr. .yG yG yr_ ~ ~ ~ ? ~ - ~ - - ~ ~ 1 I W _ ~ L35 14.16 513°01'16"W ~ L36 26.27 528°20'11"W
I ~ y< ~ L37 11.61 S17°52'29"E
I 5.31 ~ ~ ~ ~ ~ ~ ~ l - ~ L38 9.00 S37°14'16"W L39 51.28 S07°28'09"W
I u RE610VE I ~ ~ ~ ~ ~ ~ 1 ~ _ , ~ ~ , ~ ; 1 ~ E X ROCK I w,~ ~ ~ ~ Q L
w ilt ~I[ Jc Jc ~c yt ~ t ~ ~ ~ ~ ~ ~ t s ~ 98.73 ti / ~ y~ ~ ~ ~ L4~ 7s803 S03°33'36"w ` L42 20.18 S15° 56' 35 "W
L43 35.58 S06°10'00"W
~ ~ L44 40.75 S03°35'49"W <.~~:.A.., 'v L45 34.36 509°OD'38"W
~ _ , REMOVE 82 F T o = ~ ~ - s / / ~ i" ~ L ~ r~`~ L46 21.55 S01 ° 26' 59 "W
I NORTHERN PORTION ~ L24 p - ~l_ ~ ~ ~ L . 1 ~ _ ~ L47 42.94 S16°05'44"E L48 28.72 S61°02'37"E
OF F 15H GUY L _L ~ 1 A I ~ ti ~ ~ L49 21.74 SOS°00'50"E
I 1 P f; ' ~ ~ I ~ ~ ~ L L50 16.61 521°D6'49"E ~OrF~ ~ L51 6.81 S68°24' S1 "W
Y ~ ~ ~ / A 1"~ L52 11.85 S15°40'54"E ~
1 ~ B ~ I ,~;o~ i,\
l I ~ y~ 1 ~a 1 ~ 1~' ~ 1~
I ~ ~ EX. C ! ~ J POLE ~ t` ~ ~ ~ ~
. ~ 16.33 1 ~ ~ ~ - c 1 I , ~ I - 5,46°24'01"E °BUY 1 ~i~;.4~t'. wyc ~ ~ ~ `
1 1 1 ~ ~ ~ PP` ~ CUYo p ! ~ ~ `i i
1 1 Q w. ~ ~..1'~ ~ ~ t v p , f 1 ~ ~ ~ -'7 ~ J" I I o t ~ L \ ~ `.EXISTING" _ ~ ~
FO POT ~ ~ ~ _ cr~~' ~ ~ ~ ~ 0 y~ I ! GUY ~ ~ ~ r, ti.y;r, n~i~ ~ GUY ~ ~ ~l F'~ 1 ! GUY ~ GRAVEL ~ m .
~ >~'~`~~k ~ ~ III 1 ~ l / ! I I 1 ~ ~ I ~ 11 SEPTIC 1 I EX, BOA `.r,~ ~ ~ " iI ~ \ C I • r GUY~~:'
/ \ FIELD 1 1 ~ A/ °i `RAMP°,, ~~i`" ' ,,~j, N7 A A ~ ! ! 1 E>l DDCK - _ ~ ~ ~ ! ! GDY POLE - lr GUY POLE--L ~ ~ ~jL~~ ~ ~ ~ I
r ~ c ~ 1 :~I ~ ~ ~ ~ ~
~ 1 1 ~ SOUTHERN PORTIDN •t9 ~ i , ~~.FA ~ `,s;~`°~~`~'r,': ~ + ~1 ~ 1 I I I ~
1 ~ ~ ~ 1 ~ OF FISH PIER I / ~ I i ~.'~-~-:i '~Nr' ASTdL L ! I ! 1 1 0 ~ w LA ~ ~ ! SEPTIC r !r f N ~ l ~ 5EPTEC r ,~,r ; J ti ~
1 1 LD ~ ~ ~ ~ti~ ~ r~-,`~ ti I l FIELD ! FIELD ! ~.",":_u..-,_ ~ A
1 1 C I w 1 1 ~ n ~ , ~ a , r N/F R1CilARD A. COLLETTE ~ ~~~C':~~,.1~~~"~ D8. 111$ PG. 17 J
~ ~ J z I ~n ~
l I ~ ~ ~ ~ ~ ~h 1 I ~ 1 1 ; ~ I , r
Y L3 W '~W i I f ~ z,. ~ l 1 w W~~~ a~~,~~ - ~ ~ 1 1 l N 11 I ~ ~I.. _ _ - . ~
~ . W ! G; ri I. ~ o , ~ ~ I 1 _ 1 ~ : I ~
f y~WW W LL ~ ~ ~ I l W W I ~ ~ ~ r P I GUY POLE ~ '
,.1-::,
1 4 W ~ I \ r V ~ I ~ m ~ ~ .~r, 1 ~ 1 ~ 1 OPEN ~i~` TRAILER sp ~ I ~ \ n A. ~r~ ~ GUY _
...1~.
1 e ~ NAf 1 ~ k, - _l~ ~ I mod- i~' ~
1 COTTAGE ~ ~ ~ _ 43- = r 1 >-r% ~ r~N
a ~ ~ ~ ~~~::EXISTING ~ _ `"I_%~, ~ / I ~ `J 9 i 1 1 / l ~
I I 3 ,.c_. ~ ~ GRAVEL f ~ - i 1 ~I ; , , , SHED ~ 1 ~ I ~ ~~"~~~G~' ~
1 ~ I I ~ I~ ~ v 1 ~ , . ~ i i € ~ ~ t Ex. C VERT EX ODCx z ~ l~ f.,.~~';. , ~ , v~: ~ ~ ~ o l ~
. { 7 f 1 ~ \ ; ~ ~ ~I EXfSTIN~ CAMA %
1 60 ~ ~s ,:'G~~,;;~."}:'';r:~,.~.~:~.~~" ~ ~ JURI50 DNA{ ~ ~ I ~ - DITCH Ii~L3 ~ ~ ~ I /
1 ~ R../ ~~~{.,T r . ~ u~ ~ 'o' ~ "<l ~ it ' ~ . f I 1 I ~ ~ 3 I:,~ - ~,i ~ L Il
I ~ ~ I M l _ _ ~ 1 ,,1 ~ ~ I SHOP I 11 I ~ . ~ ~
~ . ~ { I 1 I NlF ~ICHA~n A caLLErrE ~ ~ ~ ~ N/f RICHARD A. ~CDLLETTE ~ ~ OB. 1159 PG. 480 ~ ~Iy~1~, 0~ ~ ~
q ~ ~ ~ -I OB. 1118 pG. ~ 7 l I p ~ _ ~ I ,3ti~ 1 \ ~ I
I I ~ ~ ~ ~ ~ EXISTING SHEE PILE f / ~.r_ ~~„,s". 1 ~ f; I ~ h L41 5HE0 ~ I BULKHEAD f ' f~:~: ~~i:~'~~.~~ ~~i.~,`.j ( ~ i _ { / 4,- _ _ I
1 ~ ~ A ~ r', ~A ~ ~ ~ ~ , ~--'J ~ / ~ ,
fl qp / ~ a ~ ~ ~ . " ~ ~ ~ : . ~ \ _ _ ~ c~ ~ f ~ ~ y. _ ~ I ~ ~ y< ~ M ~ ~ AA I Iii I ~ I 1~1`11~~~ A 1
1 ~ ~ ~ ~ M ~
q ~ ~ 1 ~ ~ ~ ~ ~ ~ m I ~E I~AT SHED/ ~ " r`~ i V ~ 1, 1~
x m r I ~.~ERAVTING I~ I 1 I i ~
a ~ ~ C EL ~ 1 x r ~ 1,
I' . I ~i 1 I I x I ~ ~
x ! ~ ~ , ~ , ~ ~ ~ I I , I ,
n ~
n ~ ~ ~r j /
l 1 x ~ t; ~.r. ~ c ~ ,,EXISTING I M ~ r I I
M ~ L „:`-GRAVEL r~ -~~__7 I
LEGEND 1 •,~r s , ,a ~ , ~ I ~ I ~
1 ~ I l k ~.t ~ I , , 404
1 - ~ ~ y ~ ~ ~ yyc ' A~ ~ , .,I ,~,~,.I I I ~ ~ LINE 1 ~ ~ ~ ~ ~ COASTAL MARSH 9ELOYf NHW ` ! EX. TO F 1 l ~
END EXISTING ~ E D ~ I N { ~ `•.~.i' • I N ~
~ y W 4oa/C a Ta IIAR H 1 l SHEETPILE N ~ ~ ~ DREDGE D[KE ' I a f w Q 5 L 5 ABOYE NHM' V y y w m 1 BULKHEAD ',5 t- ~r,( e ~t -.1' Z~ u~'•';Z,t. ~ I D
1 ° EXISTING CONCRETE '1~~.,,1: ~',I II C~ 2 ~ REVISIONS:
l ~ 1j ~ ~ rR ~ . ~ I ~ y No, BY DA]"E pESCRIPTION
'w ERISTING GRAVEL ~ ~ ~1. ~ ~ ~ e' t'. i } EX. ~ I4D4 \ C 1 ~ ' ~ ; ; i'k, ur'1 ..'i _ ~ r' i ;4'. DRE GE i wETLd DS w~ f . 1 DWG 9/21/09 CAAIA REVISIONS
4 ~ ~I i 1 E e SPO ~ W~J'CO S ~ ° i ~ ~ 1 ! ~ L ~ ~ d L ~ ~ ~ l N/F RICWARD A. COLLETTE PR©PgSEl1 I~PERV[IXis ~ ~ • ~i ARE ~ WWETLANOS / ETTE 2 DWG 1/12/10 ApD CONTOURS
~o ~ ;k; W ~ . i o ~~sa Pc. 17 ~ 1 I ,"~I . ~ i 3 DWG (/21/10 Apo DOCK Df~lO
` h . UE T ~ 49 -3 ~ ~ I 1~gLl ION ~ I I /
I • ~ 5- USAGE CHANNEL ~ r:'S I I I w I i i
1 ~o ~ 1 :;i EXISTING oocK ~ ~ ; ~ ' ~ • EXISTING CONDITIONS PLAN & DEMOLITION
PR P N ~ ~ l ~ ~"~~7'~:•.~.~;.` -~o. °14.~,~°,i;,.' ~~t(~~ -;c;~::;~.,, r ~-'7 0 L I ES ~ _ i ~ .:.I ~ ~ I 3y C ~ I ~ I~ I 2 - EXISTING CONTOUR ~ ~ ~ .,`,.:5', "`-1a~.~'t7, /
Nt.;...` d ~ \ 404 ~ - 2 PROP05E0 CONTOUR s : :v. ~ -T~ , •R,. , I<, I ~ I ~ ti j,•: a s, t, ~ W ~ I I WETLANDS
-1,10 ~ x ~ i EXISi1NG ELEVATION 1 ~.,,,'~;`::;)-,~°,:.:~.i`~.~_., .~!;:~i:~.=`~;-.:'~~:',-`_-,~ ~ ~ I ~ ~ LINE 1^ A ~ 'L~~~1Ls~ ~~I~LV
1 ~ f l L ~ l j` s U I I
k ~ ~ 1 AEC AREA aF ENY R NTA ~ H7 ~ , I ONME L C~CERN ,'~ti BEAUFORT TOWNSHIP CARTERET COUNTY NORTH CAROLINA
E~ EMBEDIffNi PURL IC ~Oi gR 1 -"~i.~~~., ~ ,rrr ~ ~ /
Ri rOG ~,4~ ~ 1. - ~ ~ ~ r MIN MINIhUM W ~ I , I 7YP TYPICAL wI ~ CLIENT: ADAMS CREEK MARINA LLC DESIGNED:
I NTS NpT TD SCALE ~ 34 ~ I NHw NpRMAL HIGH HATER l 4,7~ DWG
NWw MONI~TOR]NC MELLR F M~,~~O~3 ~ ~ L 6 W ~f R/W RIGHT OF kAY ADDRESS: 303 ISLAND DR PRAWN; `.~'""OA'"'S BEAUFORT, NC 28516 DWG
WELL SUPPLY II~LL ~ PP POMEq POLE N a
rav niv w~nr ~,.n t~ 1 ~ r~urrvrn.
F>J F18ERUPFIL ~ ~ min {IcJJ10'9r''9 rw RDC IN V .
50 25 0 5 r
` ml O 50 100 M1: SEAL :*w APPROVED. 1 3 ; N STR®UD ENGINEERING, P.A. RDC
1 N, T 151A HIGHWAY 24
SHEET #1 OF 4 I N p~ SCALE: 1"- 50 ".,~q~~••.....0',"- 5212 7479 8/19/09
PROJECT PM1827 50 ~pGINS MO EAD CITY N.C.28557 DATE:
DESIGN FILE 1827 ADAMS CREEK BOATYARD/CONSTRUCTION PLANS/PM1827MAJOR.OGN SCALE:
R NALD D. CULLIPHER P.E. 1 50'

1
~ ~ , f
1 1
f 1 I j N T
~ ! 0 ES 0 1 1. BOUNDAF NOTES: SITE PLAN NOTES NEW NHW LINE TABLE 1. BOUNDARY SURVEY TAKEN FROM COASTLINE
z ~ j SfJRVEY i SURVEYING PA DRAWING DATED 3/24/08 PROPERTY AREA - 335,083 SF {7.69 AC} L1 11.20 N26°07'16"w
~ 2. ]MPERVI 2. ]MPERVIOU5 AREA SHOWN TAKEN FROM CRISER L2 58.16 564°14'17"E
l ~ TROUTMA 1 1 a 1 ~ DATED 1 TROUTMAN TANNER CON5ULTING ENGINEER5 DRAWING BUA L3 56.79 S77°16'46"E DATED 10/8/08 L4 63.52 577°17'02"E
t 1 1 3. HIGH GF j ~ 3. HIGH GROUND TOPOGRAPHIC INFORMATION TAKEN FROM GRAVEL- 132.594 SF L5 10.97 580°16'52"E
j w AT ~ j cos~1 COASTLINE SURVEYING PA DRAWING DATED 3/7/2008 L6 35.12 580°54'29"E CONCRETE = 2,299 SF L7 2$.12 576°5t'00"E
~ / ~ N/F HAR WR HT 1 C LES E IG ~ 1 ~ DB. 1025 PG. 191 Ct~~ nw~ ~ d BUILDING5 = 22,720 SF L8 17.93 S61°35'55"E
J w r L9 25.37 525°32'33"E TOTAL W 157,563 SF L10 17.45 512°58`57"w
r c ! t ~ 1 l L11 13.35 S12°55`42"w
1 ~ 1 1 ! y° IMPERVIOUS = 47.02 L12 7.05 547°18'17"w L13 7.60 N$0°39`16"w
1 °--~~N 1 , , L14 5.96 563°10'24"w TOTAL AREA IN AEC = 127,690 SF L15 11.92 521°58'37"w
l l I ~ ~ 1 IMPERVIOUS IN AEC = 40,230 SF {31.50%) 1.16 12.24 S27°39'48"w
! l ~ L17 17.48 S76°03'39"w
r w + 4 PROPOSED SLIPS = 10 SLIPS L18 17.60 S21°12'41"w PARKING SPACES = 30 SPACES L19 14.51 N84°15'31"w
z DLD g ~ ~ L20 6.00 569°33'21"W L21 7.71 N$1°33'50"W
z u ~ 60' p BOGS RD N ! ~ z w L1 L!C Ri CSR i4) f N/F ,TAMES E. DID /f JAMES E. DICKINSON L22 19.7{ N76°41'15"W
z Q ~ ~ ~ ~ W 5 OB. 769 PG. 136 u ~ z f PEN: 6490,03,30 e. 769 PG. 136 L23 141.15 N79°50'29"W EN: 6490.a3.3a.6464 L24 21.98 N11 ° 43' 52 "E
u ¢ f BOARDWALK ~ L25 21.42 N33°34'27"W
a z u f ~ j ^ f q °W ~ L26 25.53 N09°26'47"E L27 25,37 N02°10'37"E
c: ~ v f 2 1~. L28 37.09 N02°25'12"E L29 25.26 N44°29'18"E
Lao 41.65 N18°46'34"w
~ a° 4.28 ~ r o ~ 5 - L31 15.71 N39°38'35"E L32 13.79 511°32'48"w
1 w +n ~ ~ 6 S ~ t ~ L33 36.05 S18°36'52"E
yc ~:.vr. yt ~ ~ , 9 28.20 5.0 ~ . ~~~.~w~~.~ i.- L34 9.65 N83°10'05"E ~ ~ L35 14.16 513°01'16"w
~2. g0 S • O0• ~ ~ ~ 5 PARKING l ~~>~:h:;~,~~~ f ?2.50 ~ w.~ ~ w~ w w.~ ~ `w , , ~ ~ ~ s. ~ y SPACES ~ L36 26.27 S2$°20'11"w
„ ~w~.~. W~~wY 22. SD 22 S, GD ~ ~ ~ ~ ~ ~ Y I i7 SO ~~~~y~~~.~~w` L37 11.61 S17°52'29"E L38 9.00 537°14'16"w
x 0.35 31. i ~ W~ ~ v.~ ~ ~..~'~`~~w . ~n ~ , , E.r I 1 u : L39 51.28 S07° 28' 09"W
ti ~ ~ ~ ~ ~ ~ E lS;I:NG L40 18.43 506°15'20"w ~ L41 7.80 503°33'36"W
165 SF MARSH w ~ w~ ~ w~ ~ t,.. 'A < 6~AVEI:. i va )8 KAYAK ~~y~ s f TO BE EXCAVATED • i8 DOCK F ~ ` , L42 20.18 S15°56'35"w
1 ~ 4. S ~ 0 ) .p w~ ~w~ 1 ~ i i5 ~ i ' ~ ~ , u L43 35.5$ S06°10'00"w L44 40.75 SD3°35'49"w
. ~ PORTABLE ~ 10 8 W~ wE~l. ~ v~ ! ~ ~ L45 34.36 S04°00'38"w
PUMPOUT 28• I ~ r.. l ] LOCATION o 8 ~ ~ w WWI'. ~ ~.;`::,~'':.::.-y~ , S.D 2 ~ ~ ~ ~ N ? L46 21.55 501°26'59"w ~.f~ L47 42.94 S16°05' 44 "E
ro 0 8, j ~ ~ ~ ~ ~ti, L48 28.72 561°02'37"E
1 FLOATING 1 ~ y,w f'''••,, DOCK D ~ ~ ~ ! ~ L49 21.74 SOB°00'50"E MQ L50 16.61 S21°06'49"E
~QP ro S ~C ! l ~ W ~ 9 ' ~ I r~~ ~ ~ L51 6.81 S6B° 24' S1 "w ~ L52 11.$5 515°40'54"E
a 4 ` 1~ r 25 ~ Q ~ C 1 j i, ~
1 ' ~ 7 ~ ~ . . r 1 ' NEW NHW BOARDWALK E ~ / : -
+ REMOVE 82 FT h ~ / ~ , r REL ATED j NORTHERN PORTION N1F CORE CREEK EX. CULV T ~ 1i ` ~ ~ j
POW POLE I ~ ~ I~ ~ ~ ~ J ''••OF, FISH ~ LAND CO. 1 •A ~ 16.33 / ~ j PII:R•.,,, B. 1285 PG. 388 ~ ~
~ 1
l 1 ~ I ~ EX. FISHING 'o a, ~c i I ~ , ~ ~ 9 p ~ PIER TD REMAIN y`~~f?? ..o : ~r., 4 ! ~ ,
1 Q ~ ~ i kc ~ ~ 1 w/ RAILINGS 8 j fW,~~~ ~C:::; Sa I ~ r ~ 3 „NO OOCK ING" ;i~~ ~ <~~s~:~~. ~0~~:8 ~ ~ , 4:~ir gCFS ~ / / I ~ r } ~ EXISTING ~ < ~V GRAVEL m
r ! ~ ~ 5 I GN ~ ~;.-.~R o a o ~ I I I
~ Mp (~°OO 0 I I ~ SEPTIC I I 1 RA DOCK G: ; C ~ 0~0 ~ I I I ~ 1 o 0 0 o I ~ I c s~.- : o v o o FIELD ! a ~~_i v r ~.l < <
3 f.,,.~'~ N: na~~ naC~OO, no n° NS. / I 1 1 1 I C4' ~ ! ~ 1 ~ oG RRo
1 ~ ~ REMOVE 12 FT I / 1 SOUTHERN PORTION ~ ~ ~
i` OF FISH PIER 1 4 0 '`~'O{p " , } I I l 1 ~ .a ,o , ~ ' I . I I 1 ~ o ' I1 ~ ~s. N O ~ L ~f({ Q~ L~ '-{{1111 `
~ C STAL 1 O G4, W~TLA ~ I I SEPTIC I l 1 1 D t _ ~ ~ SEPTIC ~ / N I ~
r ''s,,' c~; •'o-' '~i;.;•,; non , ! ~ ~ FLOATING DOCK J 9 0~ ` I° G4 I I P If1.D 1 ~ ~ ~ ~ f_ J N!F RICHARD A. COLLETTE
W 1 ! ~ - i• a, 7 I I ~ C ~ g ~ U ~~~~'~Y~~,".~-~ DB. 1118 PC. 17 ~
z 1 l ' ~ I ~ ~ 6 EXISTING .ti^h ~ ti',,, PARKING SPACES
~ 0 ~ 0 l 1~ 1 .WW~ B ~ y - ~ ~ ~ f 21 36 Lf "2 " RC 0 ~ NfW l Y C L3 ~~W ~~'c:- ~ DRl~
1 ~ W , W OFFICE ~ PIPES e 0.5 I .0 . f)o ~ j ' , . ~ ~ o` Q~ o ~W~~ ~ o o ~ a ~0 n
U NEW BOAT W W 1 U ~ 0 0 q., PP :`~,n ~ ~ Opp
RAMP w W W ~ 1 f N ~ J W ~ C~aa a r ' GtJY POLE
TAANSETION FROM ~ ~ ~ 11 a'~::='~ ~ ~ p ~ 1~~4" J N/FIRICHARD A. COLLETTE N;. ~5:',, ~ 0 RAMP DOCK AT LAUNCH ~ ~ - ~ k a f, Q ; Q 1~10(~ JO~ar ~ - \
U 6.00 ~ r ETUX JOYCE r' •u m ~O~~C n~~naO AREA TO WALKWAY U c y 1 1 OPEN ~ TRAILER La ~ n ~~~J ~a ~Q~ ~d. GUY
ELEVATED 5 FT DVEA ~ ~ w ~ ~DB. 1116 PC. 179 ;,;,~r,~, yt C y 4. H SHED m... • 'yr'-'i .~C./r~ I I I J
~v. GONBETE ~ ~'~.~~.'„u,~~;l"~„~~.`.,1`~~;':'.~`.~~~,~..ir,~`~~~;~"~-~~~~ ~ I - ~ _ - 1 I ~ ~ ~ ~ - -e ---585=~9'0~'~-_ _ - ` ti'•)""
COTTAGE ~ .43 ~ - ~~qq _ 245 _ - !~o/ i I ! - ~ 1 ~ t. ~ ~ ~ y1 '
l t ~ - - - ~ ~~~.::EXrsrtNC 11
l ~ ~ ~GRAVEI w~ 1/ SHED ~ 1~ 1
1~. a:. ~ ',~y~,t ~ Ex. CULVERT FLOATING ~ r I FUEL D K A , ~ .,i ~ 1 1 ~ ~1 ~ ,
u:. ~ ~ E 1 S 1 ~ CA A ~ ,~~.,%";~;;~•:~;~:,,':;;`:.+~~.-':?"'~::'.,,~?,ir; ~ JUR15D1 TIDNAL \1 1
Ir: ~ ~ { ~ ~.f°UEG:';':: DITCH 1 1
1 ~ 1 - ~ y 1 ~1 1
SHOP l I L ~E4 ~ ~ I ~ ilII L.I l ~1~~~
i ~ N/F RICHARD A. COLL£TTE I ~a``o~
0 yr 4 ~ DB. 11 t 8 PG. t 7 1 ~ ~ { I
r,. ~ - i:',.':, i ' o w ' ~ I r. L41 ~ , ; SHED ~
. 42 BU HE ~ I ~1 ,
r~ ; ~ ~ ~ 1~
~
~ ~ m L AT SHED ~ ~ n ~ ~N~ , , i 1~~
~ EXISTING'.:. x v QD y m n { ~ ~ ~ ~ :,:GRAVEL ~1~~',
, ~.1 ~ s ~ N
m n . , . I r x s ~ u; ~ n ~ w I,:'. 1~
z ~ I to ;1< ~ r~
1 ~ ~`i~ ~ , i~ ~ ~ ~ c. ~k
l ~ I". ~ n ~b, I
z ~ M >.z`R " 1 l I 1 x EXISTING, ~ ~,U~~~~.~
z ~ 4 1 GRAVEL t ~ , ~ i . , ~ -1 1 ` 1 m ~ ~ , ~ ~ , - L 5.; _ I ~ I r I ~ I
i ~ ~ i ~`I I . 4r . ~ ' t ' ~ _ U,,~ i
~ `:~a h 404 I l i # . I I ~ ~ 1 , c. I ~ WETLANDS
L 1 I
l EX. TOE OF ~ a 1 N i ~ .:7. z'.: ~ c:~~~~~`, DREDGE DIKE :1 ~n w 1 I o ~ w
V Fr. ~.:i, . D fn 1
l I ; ~ m I I.EGENO ~ L4~' ~ ~ ',tTl, ~ n I ~ ~ ~ ~ ~ - REVISIONS:
` l p w Na BY DATE DESCRIPTION
~~y`a~y`>~W ~ COASTAL MARSH RELOW NHW 1 ~ ~ ' - ~ ~ ~ c' U:,,{ EX. 404 y ~ W~ M ~ :4 , ~ s::'~ ~ , i- s,~ DRE GE wETLA DS W W W 4 1 DING 9/2!/09 CA~lA REVISIONS
~ „ SPO L .°~"COASTAL`-°. ~ N/F RICHARD A. COLLETTE I l y w W~ 404/COASTAL MARSH ABOVE NHW ~ l ARE yWETEANOS I DB. 1118 PG. 17 _ETTE 2 DWG 9/29/09 CA~IA REVISIONS
l ~ q I W ~ . ~ awG v12/IO DWD BENISON
t i ~ r ~ { ' ~ ° ' EzISTING CONCRETE ` 1 j 4 DWG 1/21/10 ADD FISH PIER
5 ' I 1 ~ I i ~ r+.~:,° EzISTING GRAVEL ~ ;I • 5 DWG 3/4/ID REV SUP 10
. ~ -i.', - c ~ -l~ ~ ~ ~ ~..I I I I I SITE PLAN
PRDpD5E0 IYPERVIOl1S ~ 1 I ~ ~ I r ~ I I o 1 ~ -i ~ t., i ~
- 404 s'~`~~i ~ ~s ~ ` ~ ~,I I I ~ ~ I WETLANDS OEYOLITIDN
`~~:~I I ~ LINE ~~~~~1 ~~~1V
4-, ~ ~ ~ ~ <<.., ~ ~ a ' ~ a t ,,.......r AEC LINES . ~ -.l
i r l ~ I I EXISTING DOCK , ~ kC 1~` ~ ~ i I PROP LINES }S kIGRW { `~"~-ti. " ~ I I BEAUFORT TOWNSHIP CARTERET COUNTY NORTH CAROLINA
0 AY 1 _ T A TCH P08E1 X01 8 1 - ~ W ~ CONTINp£5 SOUTH c RAW RlDCE. I~ I . ~ ~
I TO CORE CREEK AEC AREA OF ENV[RDNYEHTAL CONCERN CLIENT; ADAMS CREEK MARINA LLC DESIGNED: DWG
EX EziSTING ~ J4 ~ I EYB EYBEDA~NT lyj), 4' )3 ADDRESS: 3Q3 ISLAND DR DRAWN:
MIN MIN111UY ~ i0 36" TYP TYPICAL W `4,,4~~~~~~o~~~,/,, BEAUFORT, NC 28516 DWG
NTS NOT TO SCALE NHW NORYAL HIGH WATER ` NLW NORYAL~LOW WATER ~ ~ ~ '
o~`n~ .1•'".`~~o~n~~'o`/~/_~~i punniC ~ 17G7 177Q...7 f1'~~1 C~ECKED i
¦w MUNIIUK I NU WILL, R/W RIGHT OF WAY ,V i ;,:7 3f UA•r.9 + IIVi'IL. \ L.1L I I LU I VL. `I JY~ RDC e ~
WELL SUPPLY WELL
mI,n 50 25 0 5 I ma } 50 100 SEAL STRGUD ENGINEERING,P.A. APPROVED: „Iy 13343 151A HIGHWAY 24 RDC
SHEET #2 OF 4 I N
III I ~I 4, ~dre , °°~ar~E:' MOREHEAD CITY, N.C. 28557 DATE:
PROJECT PM1827 SCALE. 50 ON 24 7479 8/19/09 50f +ie+Y'`1~~,' - SCALE:
DESIGN FILE 1827 ADAMS CREEK BOATYARD/CONSTRUCTION PLANS/PM1827MAJOR.DGN
R NALD D.CULLI HER Er 1 50'

r,.6 l
! j
z l l
~ ~ I !
o 19.5 t z -75.4 1
j t
1 1 r r °
i ~ ° tJ ~ -~.2' .I ,8' I
~ i 1 -2; I ~
I w \ ~ r I I -17.9`
NfF CHARLES E. WRICHT ~ ~ a 1 DB. 1025 PG. 19t 1 r ~
r w 1 1
1 i i ~ 1 l
l ~ I l ~ 23.8' I ~
E ~$.2 ~-~~N € l _~W~,
1 l I ~ ~
j N 1 ~ ~ ~ ~ ~ ~
1 l z ~ ~
-~s.y ~ \ w f
~ ~ C ~ ~5 _
~
~ - _ w -
~ ~ BASEN .z \ - ~~~~W ~ ~ \ ~ \ ~ `l ~ I~' w 19s' a DREDGING 3.9 ° \ _ \ ~ r• ~ ~ ~ 13 ~
~ ti ~ AREA tt1 1 3 ~ / S \ \ ~j \ ~
Ll _ `~i { 11 P ..5° 4A -3. ~3A _-i .5 ~w~lc~..~ \ ---J~I\ ~
-2. ~Ic ~c -sk ~ ~Ic ' ,{S ° ~k DWI[ 9t w~c 9c W
-13.9' o ~ WJc~~ Ji.~~ . \ ~ ~ ~ :~i i . '2~6' ~ .0 a 4.3 41 \ ~ vc ~ >Y slt Jc ` ~ ` ~ \ ~ ~ ~1:

5,10 •0° .G,3 ,I I ~ ~ Jisl ~ w~ ~ ~ ~ 1 !'v. ,c.,~
21 S' ~ _ ~ ~~Vc~y ~ ~w~~ ~ w i
° 'J.,5o ..p ° o -.3° -41.1 wile yr. 5~ ~ ? 1
- 9 ° I ~ .1~,~,_ ,ib Wit,, 4:~,~ i, -t3.i7' ~ _V e° ~0.~ yc Z ~ I WELL
Is.e' ~ e ~~r. ~ 1 ~ L I I . ~
1 -21.9' ~ ( ~ - ~ ~ , p / .a' a.9° ~ ~ ~ ~ / / ~ Mp ~ Mp ~ v
, ~ 1 ~ ~ if ~k V / i i ~ ~ ~ 3s. \ ~ - rep ~ , 'v
~ ~ ~ ~ ag ~ia.3~ ~ Is.r ~ ~ \ ~ ~ l ?A MST '~f~.,, ~ ~ ~ 2 ~ +n ~ , \
wow J h ~ ~ i I 5.1 m ?ti I l i ~ ~
'-2e, DREDGING I ,IC'I` 'o~ ! r.~ti / ~ ~ ` ~ 1 4~•.. AR A a RELDCATEO o m ~ s?~.. E 2 - ~
. ~ POWER P ~ ~ Ex. CUL T . ~ I ~ DLE •f,~ 1 , ~ p t 1 0 I ~ 16.33 1 ~ J. ~
y~ I I ~ 5.46°24'Ot"E ~ ! / ~ ti j ~ ~ ) I ~ A / / ~ t , ~ ~
cr,
~ I w 3 ~.r , o , ~ ~ , ' ~ -15.3' o o ~ ~ I i `~xlsrlNC ~ \ GRAVEL 1
~ a
1 l ~~w>~ ' , d ~ II , ~ I CJ r~: SEPTIC -19.m'~r l o ~ o I, 1 ,r 1 ~ \ z ~ r ~,f a
~tzr 3 ~ v. ~ 0 Qa 0 Oo ~~a Np II l ~ V C~ FIELD I I l r I 15.3' -18.6' 1 4 'Q d ~,li, 1 I / ..15.9' ~2 \ a '~7 I I ~ 1 h I ~ ~ r~ \
! I ~ ~ ° r~ ~ I ! ~~OoO,
1 4n j ~ I' ~ I I ~ ~ N Q ~V
-15.9' 1 1~ ~ - N?~ - - X541 W TLAAL ~`':`1 / / ! -17.9' ~=.i~', ~I` ~ o ' ! ! sE;'r l c r ~ ~ ~ tp A SEPTIC r ~-,,~h.,?~--~- ~
U i:- . ~ ~ I~c-~~ - ~ ( LIE ~ ~ 1 FIELD I ~ n. ~ ~ ~ I NIA?DH EX~ ..i~ ~ 1 I FIELD ~
~ ~ ~ ~ w ~ y I ~RApE ~ ~ 1 1 ~ ~ N/F RICHARD A. COLLETTE
1 ~ 1 ` ~ ~ Ua 0 'v o ~ .1 1 6.4' ~ , ~ ~ ~~~.i,. ~ r~~, o ~ _ _ i ~ ~
\ BRAT RAMP s I ~ ~OVJO OC ` ~ ^ti / 1 W I - -I „ Y DREDGING WI-`. I ~i(21 36 LF 2 RCP ~ NEW '1 ~ , ~ L 3 I ~ ~,1~ < ~ ~ ~ , 0~ r ~ i ~
I W AREA #3 ~ ~ v OFFICE PIPES e 0.5~ ~~f ~ i ~ -I 4 I N f~ I ~ ~ ' ~ . ~
-15.2' ° ~ ~ 0'. ti'. ~`,ii'. ~ ~ ~F` / d ~ ~ A s ~ ~ a 1 J ~ ~~i::~ ~ 00~ n>~a
I o ~ 1 o ~ ! L I I ~ ~ ~ o ~
-I~' I e ~ O EN TRAILER rA ~ ~ ~ r`Cn ICI I ` _ o ~ ~ ~ iii ~ ~ _ _ -
Is.r w SHED ~s,-. -,-.,.,.,,I-.1 E I y \ ,
h CON R E ~ m \ r - - .J 11.21 1 ~ r -
1 l ~ ~ ~-.s~ ~ , Iw _ la.e~ COTTAGE i,~,°~.1 ~ .A3_ " 1'~~° ~,i ~ , ` -I N \ _ 7 245 _ r ` , v ~ - _
1 ! ~ ~ h~ ~~~~1- r, ~ ~ - v 1 ~ : ~ ExISTINC . ~ I ~ ~ I
lei' ~ N ~ GRAVEL I I -`I I_ l y ~ ~ f''~~r~ SHED i ~ f i ~ i } 1V ~ I
1 ~ ~ ~ III ~ r i ~ n.9 V ~ f,~'r:; . '~,'I I vl. j ~ i EX. CI~LVERT ~
-15.2' X4.9 H , V ~ ~ - ~ ~ - ~ - \ ~ ~ ~ i t ~ ~ ~'-s' ' ~ ~ ~.,.4-yam _ ~ ~1 I ExIS71N CAIhA l -le.r ~ ~ 5. L `~i ;:'`~`.:.;:~.`s,;`, _ I ~ JURI5D DNA4 ~ I ~ ~ I ~ 1 r
I r _ -1. ~I ~ , I la.m' e ~ ~ ~ ~ ~ I ~ ~ ~ n I rcH , t L3~. , r ~ ~ V~
I I ~ C , , - ;i ~ ~ DR N 3 I 1 -15.5, EDGI I I_ r~'}.~"'.';:~;;';':.;:.`;:°,%.ya:":~~.s;;;';, I ~ I r ~ r l
AREA i14 , r I r ~4 .5 i - ~`•~~,~'>."d::~~;~',' SHOP 1 ~ / l 1~ ~r ~I r \1 4
~ ~ r I ~ N/f RICHARD A COLLETT£ a I i'"~ " I~~ ~ ~ AB. 1118 PC. ~7 I~~•~ ,
I ~ 1 ~ c ~ ~ - 19,4' ~ -1a.9' 1 i ~ i ` , ~ ti . I / ~ t
n.e' ~ L41 SHED 1 ~ i 1 r - ~ -
~ I ~ ~
O ~ .6~ 4~/ I ~ ~ ~ A 1 I I , , z r ~ ~ ~ ~ ~ ~ ~
~ ~ m ~ ~~i` ~ -.8.0' ~ r 1 t ~ 1 ~ ~ ~ ~ 1~1~1
~ -IZS' n ~ I ~ , NE ~ ~ 1 ~ ~ r, ~ < < 4 f~1AT SHED / ~ - ~ ~ ~ ~.~tv~~
ic.a' x ~ y I ~ ~ P!" l : ~ Elf I ST [ NG ~ I I ~ Ip r ~ r n I - ~ . y "."'GRAVEL
rn , 165' n ~ 'A:~, 5,~ ;.~'l{ r ~I 1 ~ ~ ~1 ~ \ ~ ~ / i 1
y A i W t Q S S ~ t i i ' ` ~ l ' ~ i
1 6 Z -12.1' I~._~~ W - ~ "ti - _ - i...''A, i~'~ . 4 , S. . r,. A~'':~ f s ~ i i
-16,9. ~ ~ ~ li ~ ' i < < <:~_; W~'f - _ s a~ ~ I
~6{ i. .4~ ~ /1 i
1 5 1 Z -13.T ~ ~ ~ ~ ;,ExISrINa ~ ~ i ~ _ U ~ ~ ~ ~ / ! ~ u ~ ~ I ~
m -IS.4' ~ L ~ ~~~='GRAVEL ~ ~ ~ ~ ~78~6-~~ ~ ~ -~6.5 , r ~ ~ ~ r 1 A. ~ ~ I ~
1 ~
, . . ~ ~ , .I 1 ~ , ~ ~ , ~ vI I 4O4 LEGEND ~ ~ _ I Iz,a ~ ~ ' , ~ ' ~ ~ ~ I r WET AN ~
V ~ ~~4 v i ~ L DS 1 -t6.8' ..16.4' ~ ~ i ~ i-' e -1i i'•,,~";a; •.4° 7,;-I r 1 ~ ~ ~.IN~ I I NOTES:
Ex. TOE OF I ~ r it DREDGE DIKE I ~ I ~`+v~c'~`~c"~wse~ COASTAL NAASH BELOW NHW ` 4r ,~~`t ~ i'-' 'r-.:~i~~ ..161 , s-, ; , s.'.-; 4~~~ ~ ~ O A 1. 80UNDARY SURVEY TAKEN FROM COASTLINE
~ - t.. Y I ~ I - D v 404/COASTAL MARSH A V NHW ~ ~ -u..9' ~ l ~ I ~ ~ ~ _ - ~ i SURVEYING PA DRAWING DATED 3/24/0$
w w w m (3Q E ~ L 4 i - ~ i - CS ~ 61 2. IMPERVIpUS AREA SHOWN TAKEN FROM CRISER REVISIONS: I TROLiTMAN TANNER CONSULTING ENGINEERS DRAWING
-L6.9' -1 ~I 4 ~ ~ \ . EXISTING CONCRETE ~ ~ '1 ~ I P ~ ~ I I DATED 10/8/OS Na er DATE DESCRIPTION
1 ~ `w. ~ ~'ti < i i~ !~J Ex. 1404 r -16.9' , \ ~ i s , ~ ~ > t ~ i. DRE GE I IWEi A DS ~ 1 1 1 ~I 4 ~ t- sPO L o ~°~°CDASFALWW`W ~ ~ 1 I 3. HIGH GRDUNO TOPOGRAPH 1 C I NFpRMAT [ ON TAKEN FROM 1 OWG 9/21/09 CAYA REVISIONS
RIP RAP 1 ~ ~ ;-y ~'f r` ! N1F RICHARD A. COLLETTE ARE ~ ~WETEAHDS -E7s' -]s.4' -u.9' ~ ~V ~ f ~ _ ~ ~a ~ r w ~l1 W I DQ. 1118 PG. i i ~ ETTE ! COASTLINE SURVEYING PA ORAWI NG DATED 3/7/200$ 2 DwD 3iairo REVISE DREDGING
EXISTING RAV -i;.3' ~ / C EL ~ -3 I :,1 ~ I r WWW
r ,L ywWr / ~ l
OPOSED CONCRETE 12s' I r r ~ ~ ! 1 ~ I ~ 1 ~ ~ ~
1 ~ ~ DREDGING PLAN
1/4 DISTANCE L[NE ~ ~ ~ ~ C- I f W ExISTING DOCK -u.5' ~ ~ , ~ , ~ia~~~. ~~I { I \ 404 v~~
PROP LINES ze.2' ;-.;t ~•,:r,..,~~, ;'~;r ~;':':I-~ 1 \ ~ ~ WETLANDS
~ I ~ ~ LINE 7. ExISTING CONTOUR ~ ~ ~ `i ~ ~ r I ' \ ~ \ - - ~ ~ ~ ~ I ~ ~ I~ I : ~ ~ ~~u a ~ ~ ~ ~ . ~ ~~~~1V
2 - PROPOSED CONTOUR ~ ;
I• fXISTIN VAT •'•Ej G ELE lON ~ ~ ~ ~ ~1 `-:i~.~;i~r~•':~ `~,`.'q~, 51, I I \ BEAUFORT TOWNSH[P CARTERET COUNTY NORTH CAROLINA
0' AY 1 -.-r"-','. ; ' ~ ~ l ~ / ~ ~
AEC AREA OF ENVIRONAIENTAE CONCERN Raw Or'E~ r ~ ~ ~ / ~ ~ r EX EXISTING -ly5 ~ E~6 ENgEp1ENT ` zz.5' 3 ~ I ~ ~ \ CL]ENT; ADAMS CREEK MARINA LLC D~wGGNED:
NIN MINIMUM 44, r TYP TYPICAL -23.4' N77' 10. ~3 ADDRESS: 303 ISLAND DR DRAWN:
NTS NOT TO SCALE ~ 3 ~ ~ F 9.a 6 ~ ~ NHW NORMAL H[GH WATER ~ W ,~,,,~,r~,R,,{!+ BEAUFORT~ NC 28516 DWG
NLW NORMAL LOW WATER ~ MW N~iITORING WELL /
R/W R]GHT OF WAY E , r ~ ~``+a_ ~
WELL SUPPLY WELL ` _,te,'~;1~•~,~ rr~uiVt (Zb-[UZLI -1 vRDC.~~,.
329.
IV 7 I m0 JU SCALE: 1 50' SEAL STROUD ENGINEERING,P.A. APPROVED:
SHEET #3 OF 4 '•~.~r- 13343 ~ 151A HIGHWAY 24 RDC
AI _ i PROJECT PM1827 a •.,FN MOREHEAD CITY, N.C. 28557 DACE
DESIGN FILE 1827 ADAMS CREEK BOATYARD/CONSTRICTION PLANS/PM1827MAJOR.DGN 2 GfN6~.•' 247-747 \Q,.~ 8/19/09
1).1CU;y=' . SCALE:
0 ALD D. CULLIPHE P.E. 1 50

10 FT
WETLANDS 7
BUFFER ' r~ .
6 - ~ i~/~~[X[~~. nr
2 ' ~ ,',4 ~ 1111 !1 /11/1 f1r Tr 1?It e1JF ' I L I,UIVI.nt I t
~ ~ DREDGE TD w~EELSTOP EL. 2
i - - , , , r . . WETLANDS 1 - - -W1=-T ANDS-- 4 rf'~, ~ ~ EL. _g NLw X -ter.,-~-~~ -
-FfI•I'T~GE~ -L F R I GE I ~ A .n.s T/'t t
- --r- - . 3 r- . , ~ r~ ~1/r~\~~ 'lid\~; ~r,~ ~ r~ ~ry ti~G~~
~ ~ . i ~ ~ :I ~ ~ ' ' Ur, r ~ ` rY~i` rr~/~„
' XIST,[NG GRAbE ~ ~C ~ - a1c, .r •'S - 1 `i I i ~ i ~ rr ~ 7~ a' ~ k
j I ~ ~ ~Y F~ -,~i
. , ~ r , u~~
- - - . a . ~ 3 p ,~A , . - . . ~ ~ ~ ;a ~...~....~c ~ ~ i~ n i !lL ;
. . _ . 4 _1 - -i. ~'S / ,
~ i r r r BOAT RAMP SECT I ~N C4-C4 i i
~ SCALE: 1" = 20'
,y -x~ -2 ~ - - ~ . X ~ / \ ~ `
~ ~ ,n f 1 ......,4 ...~J. . .-.J.~t. 'iY 4 . ~ 1 / / / / ` ~ 1. Y I. ~ - - - - .
~ R 5~ EP i ~ ,A ~ ~ r ~ . BUL AD _ _ _ ,fir SAO ~
- F- - I G-- 4 / ~ -l . i , i ' - 7 ~ t
' 4 , ~ 4h F.; ~
,l; ~ ~ EH L ~ IIllA Y l~ g%I ~ ,4~ r~ ,~/I
da% 1 `
r
O ~ ~ / j ~ ~ ~ V + k ~
a , > , F~l N ' ~ . , , ~ A ; r l1a 1 ~ RFO~E 0 E#~ 7. Z5' % ~Ilh, , r
, G~.~~fGt-.u 1~i~~n. k ~inaruu lni~:e 1 r ~ r[ ._:i~ -
~ ~,,:R~~ , „~r' I~ r71r~~
O
f1DCfl(`C CC(`T T f1Nl R _A /1 0 o Q UItLUVL-,. .~Lli I 1 UIV H""f H"7 } t Q
V SCALE: 1" = 3' H SCALE: 1" = 30' ° ~ N
DREDGE SECT I ors B~-B4 't
V SCALE: 1" = 3` H SCALE: 1" = 30' = 30'
EXiSTiiJG SHEETPILE
------_------,~--...._..w.-.-..r----- 2 i'R~;~~J~' FILL GRA1~E ~
r--6 FT WALKWAY . ~TwO 36 LF 24"
. . 1 +-----------E . a,aa RcP PIE ~ o.~x ~IALF BURIED
i~ PROPOSED . .
' ~ ~ CONCRETE . SHEETPILE 25.( 25.00 ' ''l~~' , rr
~ ; HEETPILE ~ -1 6 FT FLOATING
,
DOCK - 5/8" , x ~ -C ~ tit ~-92 CDNCRE~ ~ , ,ti- (-I w >.r. GALV TIE BACK 92" CDNCRETE VARIES +2 MSL ~ 'rr~` ~,;il~~~,; ~ ~ ~ ~ ~ ~ ~ ~ , 1,.
I ~ ~ ~ ~ ~ ~ ~ ~ BOAT RAMP u ~ f~ , - 30A1 RAh~r T~ -9 ivtiV ` 1,//~ rlrl~~ a Il~h rr~l~`"'
' ~ ~ S~ ;r ' 3 / 1 fC ~ x t ~f r'( 'o °o o o e o v o v v o v ~ o v~ 9 0~ v~ v c v~ v v a ° o v~ v ~ i s
' r , ~,a ~ - ~ AA II ~ n,..,,, ~ ~ ~ r r ~l!(,~o ~/Aa ~10~ ~;~~~~r
~ ] TIP PII E a-1; 4 -4 Ltl INI !-I 1 n °J 1 I ~ ~ p ~ ~a i ~ 1
' ~ y, , DEADMAN ~ _ ' _ r ~ ~ r ~ k 5 ~~A 'UlAVA1R... A~ ~ ~ll~~L'r ~Y/lr` 9h ;~lAa` v'~
.;~r I ~ ,
~kl t t n TI
I ~ ~ ~ TIP P~~E~ ~ ~ MIN 8 FT EMBEDMENT CULVERT SECTION G4-G4
- - - ~ 7 i I ~ ~ ~~p EXISTING BEAT RAMP .T RAMP SECTION F4-F4 SCALE: 9" = 5'
r r~ SHF P1 F ' ...r.., ~ - ,
~ r ~ SCALE: 1 = 5 ~
qP ir~'~~ ~yi ` ` , , ; : ~ S~ .q ' , , , ~ ,
~ o , ~ ~ ~;1~'~... ~ h
T ~ , ,
O
BULKHEAD SECIIUN E~+-E~ DREDGE SECTION D4-D4
V SCALE: 1" = 3` H SCALE: 1" = 30' SCALE: 1" = 5'
EXISTING SHEETPILE
~~~r 2 x 6 DECKING
SYRINGE ' 2X6 DECKING WALKWAY
4X4X4'0" ~ ~4XG WHALER
C 98" O.C. NO SEWER R
N.H.w. EL
5/8" , RISCHARGE E
rnLV TIE RnCK..~... ~ ,
PUMPOIJT TREATED N.L.w. EL AVAILABLE
_ TIMBER PILES ~ I
,;,jII NHW EL. 3.1 9 s
~ ~ PROPOSED 8 TIP PILE
I ~ CONCRETE DEADMAN ' SHEETPILE
I , 1 ~ n Aif f rl n _ ivy. r~ . O. u
'1 I ' NuTES: REVISIONS:
~ ~ TOP OF FL©ATING 1. FINAL STRUCTURAL DETAILS OF ALL Ha 8Y DATE QESCRIPT'ION MARINE CONSTRUCTION TO BE PROVIDED
DOCK crTnir BY OTHERS FOLLOWING PERMIT APPROVAL
' > EXI.~, ,19V r1 i
_ sHEETPILE TYP I CAI DOCK SECTION „ , s -
C SCALE• 1 5 ~~E MARINA SIGNAGE GNAGE
1, ,r~ i i ~ - ~ 'h. ~ ~ )I~~;~' SCALE: NOT TD SCALE SCALE
.
DETAILS PLAN
BULKHEAD SECTION H4-H4
SCALE: 1" = 5' REALIFORT TOWNSHIP CARTERET COUNTY NORTH CAROLINA
CLIENT: ADAMS CREEK MARINA LLC DESIGNED:
DWG
AD~R~SS: 303 ISLAND DR nRAWN;
g4~p~~rrnrp~~i BEAUFORT, NC 28516 y DWG
`~,e*`,~V,;CAA~~~'~,~~. PHONE: [phone] C~IECKED:
5 u
*y STROUD ENGINEERING,P.A. APPROVED:
Ilion= 13343 151A HIGHWAY 24 RDC
SHEET #q OF 4 SCALE: ®?'F`GN tiQ;~Q,~MDRE247 7479 CITY, N.G. 2$557 GATE
PROJECT PM1827 8/19/09
rrrrrr +p11~,V1~~csse SCALE:
DESIGN FILE 1827 ADAMS CREEK BOATYARD/CONSTRUCTION PLANS/PM1827MAJOR.DGN UNALD D. P.E. 1 3 0'