Kelly (7)

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CERTIFICATION OF EXEMPTION
FROM REQUIRING A CAMA PERMIT
as authorized by the State of North Carolina,
Department of Environmental Quality and the Coastal Resources Commission in an area of
environmental concern pursuant to 15 NCAC Subchapter 7K 0I03or NCGS 113A-103(5)(b)(5)
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The proposed project to be located and constructed as This certification of exemption from requiring a CAMA permit
described above is hereby certified as exempt from the is valid for 120 days from the date of issuance. Following
CAMA permit requirements.This exemption to CAMA expiration,a re-examination of the project and project site may
permit requirements does not alleviate the necessity of be necessary to continue this certification.
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Any person who proceeds with a development without the con,. -7
sent of a CAMA official under mistaken assumption that the 'Applfc signatur /= •
development is exempted, will be in violation of the CAMA if there _
is a subsequent determination that a permit was required for the , ,_or-
development. CAMA Officia's s1 nature
The applicant certifies by signing this exemption that the f ` - Z02.0 3/'a-/2o t
applicant will abide by the conditions of this exemption. Issuing date Expiration Date

CERTIFICATION OF EXEMPTION
FROM REQUIRING A CAMA PERMIT
as authorized by the State of North Carolina,
Department of Environmental Quality and the Coastal Resources Commission in an area of
environmental concern pursuant to 15 NCAC Subchapter 7K C)ti 3 r NCGS 113A-103(5)(b)(5),-__ _
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The proposed protect to be located and constructed as This certification of exemption from requiring a CAMA permit
descnbed above is hereby certified as exempt from the is valid for 120 days from the date of issuance Following
CAMA permit requirements.This exemption to CAMA expiration,a re-examination of the project and project site may
permit requirements does not alleviate the necessity of be necessary to continue this certification.
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Any person who proceeds with a development without the con 1 -
sent of a CAMA official under mistaken assumption that the
development is exempted, will be in violation of the CAMA if there AppI1C Ignature
is a subsequent determination That a narmit..,=t r.,q..,rod for Inc
development CAMA(Mc' I's sl§'nature
The applicant certifies by signing this exemption that the /2-/202o -3/z_,'2o 1
applicant will abide by the conditions of this exemption.
Issuing date Expiration Date

Brink, Benjamin
From: [e-mail]
Sent: Monday; November 2, 2020 7:14 AM
To: MacPherson,Tara
Cc: Brink, Benjamin
Subject: RE: [External] Oak Island Canal Walkover- Emergency Repair CAMA Permit Application
Attachments: doc03029520201019123020.pdf;20289 - Oak Island Canal Walkover Eval 10-6-20.pdf
CAUTION:
Tara,
Please let me know if you need any additional information.
SE 20th Canal Walkover
- SF of walkway. 1,544 sf to be redecked. 3,088 sf total. 49% replacement.
- Pile replacement 74 piles to be replaced our of 185 total piles. 40% replacement.
- Gazebo pile replacement—replace 4 piles of 8 total.
SE 9th Canal Walkover
- SF of walkway. 1,950 sf to be redecked. 4,080 sf total. 48% replacement.
- Pile replacement 38 piles to be replaced our of 86 total piles. 44% replacement.
Thank you,
EB
Stature Engineering, P.C.
910-622-5261
From: MacPherson,Tara<[e-mail]>
Sent:Thursday, October 22, 2020 8:22 AM
To: [e-mail]
Cc: Brink, Benjamin <[e-mail]>
Subject: RE: [External] Oak Island Canal Walkover- Emergency Repair CAMA Permit Application
Hi EB,
DO you mean the SE 9th and SE 10th walkovers?? We need to know the linear distance of walkover that needs to be
replaced on the SE 9th walkover. How many pilings are there and how many need to be modified?
SE 20th walkover—How many pilings are there and how many will be replaced? If you remove ALL cross bracing and
want to replace the gazebo we may need to count all of the structural members to make sure we are under 50%. What
is linear ft. area of damaged walkway to be replaced? I am not sure we can replace the floating dock since that would
trigger a permit. The gazebo is currently over Coastal Wetlands, we will need to see if there are currently coastal
wetlands beneath it... if do we can only do 50%...
Once you have these details we can review.
1

. .
AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Narne of Property Owner Fielpeating Permit .P -.4, Kelly, r:roltin,_ melia:gor
Mailing Address: 4.6_01 E. Oak la-land ;privo,
Oak Island, NC 28465
Phorteifiumber: 910-294-6188
_ .... _._ . . ..
Email Address:; _,d1ce1lysaoi..oeit-it.,1 aiid...no_us
1 certify that have authorized E:.- , -arlTikuki:
fikqept t-Contractpr
to act]on;my behalf, for the purpose of applying for and obtaining all:CA.MA portriitS
necessary for the following proposed-development SE 9th and 20th Street_
Canal Walkover
-at my property located at a ..9th and 20th. Street's, Oak rotAtict
in $xurksiA-ric-1 County. •
I farthermore certify that I ant authOrizod to grant, .and do in foot 'opt-perhiloion tc.
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
pOrrnitapplication,
Property Owner Information;
Signature
kaL...,:-.:::.-.01
Print OrTyp6 Nan* ..
tOVe..
Title
i i ej: i 1-HT
- , Date:7 -- -
This certification is valid through 12__ 1 1: I

Stature Engineering, P.C.
Structural,Marine,Historical Engineering and Construction Management
Town of Oak Island October 6, 2020
Public Works Department
4601 E. Oak Island Drive
Oak Island, NC 28465
RE: Limited Structural Evaluation
Elevated Timber Canal Walkover Observation
NE 9th and NE 20th Streets, Oak Island, NC
Stature Project No. 20289
Dear Scott:
The purpose of this letter is to provide our observations of the elevated timber canal walkovers at
the subject locations. We performed a visual observation on September 25, 2020. During our
observation, we did not remove finishes, perform material testing or perform calculations.
NE 9th Street Walkover
1) Observations:
a. Existing construction. This walkover is a 660' long elevated timber walkway—see
photo A. It is supported by 6"diameter timber piles at 8' on center with an 18'span
• at the canal. See attached drawing.
i.. The timber girders and cross bracing are attached with a mixture of nails
and /or lag bolts—see photo B.
ii. The piles are extended by setting the piles on top of each other — see
photos C and D. They are not spliced. We assume that they are attached
with a spike.
iii. We found locations of railing damage that requires repair—see photo E.
b. Storm damage—see drawing for damage location:
i. We observed pile scour at approximately 30 piles — 15 pile bents. These
piles are along the south end of the walkway—see photos F thru H.
ii. The damaged pile bents have primarily lateral movement along the west
side of the walkway and settlement along the east side of the walkway. We
observed a maximum out of plumb measurement of 6-1/2" over a 67" long
pile. The walkway is not structurally sound along this section of walkway
and does not meet required ADA tolerances.
iii. The south floating dock walkway, gangway, and walkway also been
damaged and require replacement—see photo I.
2) Recommendations:
a. Existing condition repairs. We recommend the following repairs to the existing
conditions:
i. The existing timber girders and cross bracing should be attached to the
piles with thru bolts.
ii. Pile extensions should be spliced together. The existing pile extensions
should be removed and replaced with a pile that has a structural splice to
the lower pile.
P.O. Box 1429: Carolina Beach, NC 28428: Phone [phone] :web: http://StatureEngineerinq.com 1

NE 9th Street and NE 20th Street Walkover Observation October 6, 2020
iii. Replacing select guardrail members. These members should be attached
with properly sized stainless-steel screws.
b. Hurricane Isaias repair recommendations:
i. We recommend replacing the damaged section of walkover. In order to
gain access to the damaged area for construction equipment, the southern
end of the walkover will need to replaced to the damaged section. This will
require a little less than 50% of the walkway be replaced.
ii. We also recommend replacing the southern floating dock, floating dock
walkway, and gangway.
NE 20th Street Walkover Observations:
1) Observations:
a. Existing construction. This walkover is a 450' long elevated timber walkway—see
photo J. It is supported by 6" x 6" timber piles at 12' on center with a 16' span at
the canal. See attached drawing.
iii. The deck boards are not properly secured to the stringers.
iv. The handrails are attached to separate posts. The posts are not extensions
of the timber piles. These posts are attached to the walkway with offset
. steel brackets—see photo K.
v. The guardrails have intermediate supports between posts. These
intermediate posts are attached to the walkway with toe nails—see photo
L.
vi. There are numerous decayed timber piles at the gazebo and sitting area—
see photo M.
vii. Cross bracing is damaged, mis-sized, and missing.
c. Storm damage—see drawing for damage location.
i. We observed scour at approximately 25 piles — at 7 damaged pile bents
along the southern end of the walkover and additional piles at the southern
end of the walkway. The walkway is not structurally sound along this
section of.walkway and does not meet required ADA tolerances — see
photo N.
ii. There is framing damage to the sitting area—see photo O.
iii. The canal side floating dock is missing—see photo P.
2) Recommendations:
a. Existing condition repairs. We recommend the following, repairs to the existing
conditions:
i. Replace decayed timber piles.
ii. Replace offset brackets at guardrail posts.
iii. Secure,intermediate guardrail posts with steel brackets.
iv. Secure deck boards.
v. Remove all cross bracing and replace with standard size cross bracing.
b. Hurricane Isaias repairs. We recommend replacing the damaged sections of
walkover. Walkway replacement is limited to 45% of the walkway.
i. The southern end of the walkover is damaged to the seating area and
requires replacement.
ii. The walkway is also damaged near the gazebo. We believe the gazebo
area can be replaced by accessing it from the canal.
P.O. Box 1429: Carolina Beach, NC 28428: Phone [phone] :web: htti://StatureEnoineerinq.com 2

NE 9th Street and NE 20th Street Walkover Observation October 6, 2020
iii. Replace the floating dock at the canal.
We reserve the right to modify our conclusions and recommendations if new information becomes
available.
If you have any concerns, please feel free to contact us.
4Sincerely, ��, v
s �kWkit �
ax . "
d'1 =_ Y eT" Ifs ^b
4_.,.,13;s a. _.e.,;.. _" , , \", 1r
STATURE ENGINEERING, P.C.
NC PE Firm License C-4719 , Q,, �� ig, �
Everett B. Pannkuk, P.E., SECB kurt��
Attachments: Photos A thru P.
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Photo A. Timber walkover at SE 9th Street canal.
P.O. Box 1429: Carolina Beach, NC 28428: Phone [phone] :web: http://StatureEngineerinq.com 3

NE 9th Street and NE 20th Street Walkover Observation October 6, 2020
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Photo B. Typical girder and cross bracing connection Photo C. Pile extension with no splice connection.
with either nails or lag bolts.
P.O. Box 1429: Carolina Beach, NC 28428: Phone [phone] :web: http://StatureEngineerinq.com 4

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NE 9th Street and NE 20th Street Walkover Observation October 6, 2020
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Photo E. Failed guardrail member.
P.O. Box 1429: Carolina Beach, NC 28428: Phone [phone] :web: htto://StatureEngineerinq.com 5

NE 9th Street and NE 20th Street Walkover Observation October 6, 2020
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Photo F. Damaged walkway at southern end of Photo G. Piles at seating area are out of plumb.
walkover. Piles are deflected and walkway is out
of level. Structurally unsound.
P.O. Box 1429: Carolina Beach, NC 28428: Phone [phone] :web: http://StatureEnoineerinq.com 6

NE 9th Street and NE 20th Street Walkover Observation October 6, 2020
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Photo H. Scour at timber pile. There is a void at the Photo I. Southern failed floating dock walkway.
pile indicating pile movement.
P.O. Box 1429: Carolina Beacti, NC 28428: Phone [phone] :web: http://StatureEnqineerinq.com 7

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Photo J.Timber walkway at NE 20th Street at canal. Photo K. Steel bracket at offset guardrail posts.
P.O. Box 1429: Carolina Beach, NC 28428: Phone [phone] :web: http://StatureEngineerinq.com 8

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NE 9th Street and NE 20th Street Walkover Observation October 6, 2020
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Photo L. Timber guardrail posts at the south end of the walkover are toe nailed to the girder.
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P.O. Box 1429: Carolina Beach, NC 28428: Phone [phone] :web: htto://StatureEngineerinq.com 9

NE 9th Street and NE 20th Street Walkover Observation October 6, 2020
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Photo M. Decayed existing piles. Photo N. Scour at timber piles. Shows pile
movement during Hurricane Isaias.
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P.O. Box 1429: Carolina Beach, NC 28428: Phone [phone] :web: htto://StatureEngineerino.com 10

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Photo O. Timber seating area toward south end of Photo P. Floating dock at north end canal is
timber walkover has damaged framing. missing.
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P.O. Box 1429: Carolina Beach, NC 28428: Phone [phone] :web: http://StatureEngineering.com 11
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O SITE PLAN O SECTION .�..a
OAK ISLAND CANAL
WALKOVER
SE 20TH ST-
SITE PLAN&
CROSS SECTION
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Oak Island SE 9th and SE 20th Canal Walkover Hurricane Isaias Damage
Preliminary Engineer's Probable Cost of Construction
SE 9th Street Walkover
Description Quantity Units Unit Price Total Comments
Mobilization 1 LS $ 5,000.00 $ 5,000.00
Replace Elevated Timber Walkway 1950 SF $ 25.00 $ 48,750.00
Replace Timber Guardrail 650 LF $ 50.00 $ 32,500.00
Replace Elevated Timber Floating Dock Ramp 300 SF $ 25.00 $ 7,500.00
Replace Timber Guardrail 50 LF $ 50.00 $ 2,500.00
Replace Timber Floating Dock 160 Sf $ 30.00 $ 4,800.00
Engineering Budget $ 25,000.00 Engineering and Material Testing
Total $ 121,050.00
SE 20th Street Walkover
Description Quantity Units Unit Price Total Comments
Mobilization 1 LS $ 15,000.00 $ 15,000.00
Replace Elevated Timber Walkway 1630 SF $ 25.00 $ 40,750.00
Replace Timber Guardrail 410 LF $ 50.00 $ 20,500.00
Replace Gazebo Roof 352 SF $ 50.00 $ 17,600.00
Replace Timber Floating Dock 160 Sf $ 30.00 $ 4,800.00
Install Timber Floating Dock Piles 2 EA $ 1,250.00 $ 2,500.00
Engineering Budget $ 25,000.00 Engineering and Material Testing
Total $ 111,150.00
Stature Engineering,P.C.
10/6/2020