HomeMy WebLinkAboutN2018-0412City of Newport Beach 11111111111111111111111111111111111
G� 100 Civic Center Drive, Newport Beach, CA 92660 N 2 0 1 8 0 4 1 2
Permit Counter Phone (949)644-3311
c> Online Inspection Request - www.newportbeachca.gov / Online
�t/I41K�, Services
Permit No: N2018-0412
Project No: 2054-2018
Inspection Requests Phone (949)644-3255
Job Address: 1 BALBOA PIER NB Thomas:Guide: 889.16
Description : TEMPORARY INSTALLATION OF CLEVER BUOY MARINE MONITORING EQUIPMENT ON PIER AND IN WATER FOR RESEARCH PURPOSES. ALL
EQUIPMENT SHALL BE REMOVED UPON
COMPLETION OF THE RESEARCH PER CALIFORNIA COASTAL COMMISSION REQUIREMENTS.
Parcel # :
Legal Desc : N TR 15935 LOT 69
Owner: SKELLERN
Phone: 9496400943
Address : 15 RONSARD
NEWPORT BEACH CA 92657
Applicant: CLEVER BUOY USA LLC - RICHARD TALMAGE
Phone : 949-308-5411 [
Address : 2815 TOWNSGATE ROAD, SUITE 230
WEST LAKE VILLAGE, CA
Special Cond.: Pre -construction meeting required.
All equipment shall be removed upon
completion of trail period.
See Additional Conditions of
Permit Processing Fee :
$241.00
Sewer Connection :
$0.00
Agreement Fee :
$0.00
4TT Box Cover:
$0.00
Traffic control Plan Check :
$0.00
Total Water Meters :
$0.00
Inspection Fee :
$990.00
Water Meter Connection :
$0.00
Refundable Deposit:
$0.00
Total Water Meter Box:
$0.00
Street Tree Fee :
$0.00
Adjustment :
$0.00
Processed By :
Utilities Approval :
Traffic Approval :
'General Services Approval
Date
Date
Date
Date
SCANNED
Contractor : ASSOCIATED PACIFIC CONST
Phone : 805-772-7472
Address : 495 EMBARCADERO
MORRO BAY CA 93442
Contractor State Lic: 394886
License Expire : 11 30, 2018
Business License: BT30062687
Business Expire: 03 31, 2019
Workers' Compensation Insurance - -
Carrier : AMERICAN LONGSHORE MUTUAL
Policy No: ALMA00765-07/ USL&
W. C. Expire: 10 01, 2018
Total Fee
Paid .
Balance
Receipt No:
$1,231.00
$1,231.00
$0.00
Other Department : Date
Permit Denied : Date
Issued Permit: Date: a / Lt / Fg
ALL UNDERGROUND WORK SHALL BE PERFORMED BY A LICENSED:CONTRACTOR
Contact "Underground Service Alert" At Least 48-Hours in Advance of Any Excavation at 800-422-4133
TERMS AND CONDITIONS OF ENCROACHMENT PERMIT
1. Encroachment Permits may be taken out by the owner of benefited property or a licensed contractor. A licensed
contractor must provide a "Letter of Authorization" to allow another party to pull a permit. An approved copy of the
permit and construction plan shall be kept at the job site at all times. Work, which has been done prior to issuance of
a permit, is subject to rejection/fine. City reserves the right to void permit if work does not commence within 30 days
after date of issuance.
2. The Permittee agrees to defend, indemnify and hold the City, its authorized agent, officers, representatives and
employees harmless from any responsibility, liability, suit or action of any description arising out of any accident, loss
or damage to persons or property occurring as a result of work undertaken under this permit.
3. All work shall be done in accordance with the approved plans, Standard Special Provisions and Standard Drawings
of the City of Newport Beach, and in compliance with all applicable State laws and City ordinances.
4. Permittee guarantees all work performed under this permit to be free of hidden and latent defects. Any failures shall
be corrected within two weeks after notification to the satisfaction of the Public Works Director.
5. A valid State licensed contractor must perform all construction within the public right-of-way, unless waived by the
Public Works Director.. A valid State Contractor License Class A can perform any work in the public right-of-way. For
construction or connection to water lines a valid State Contractor License Class C-34 is required. For construction or
connection to sewer lines a valid State Contractor License Class C-42 is required.
6. All trenching and/or resurfacing shall conform to City Standard 105-L for parkway/roadway and City Standard 140-L,
in the alley, where a minimum half -alley width resurfacing shall be provided, unless otherwise directed by the Public
Works Dept. Contractors shall obtain permits to perform excavation or trench work from the California Division of
Industrial Safety prior to commencing underground construction as required by State law. Walls and faces of all
excavations over 5 feet in depth shall be protected by a shoring system, sloping of the ground, or other equivalent
means. Trenches less than 5 feet in depth shall be guarded when hazardous ground movement may be expected.
7. The Public Works Department Inspectors must inspect all work in the Public right-of-way. Forms and subgrade must
be inspected and approved before concrete is ordered/poured. Sewer, pipelines, and subgrade construction must be
inspected and approved before backfilling, or applicant may be required to excavate site. Separate Utilities
Department or General Services Department inspections may be required depending on scope of work performed.
8. All trench restoration must be inspected by the Public Works Department. No utility installation(s) shall be allowed
over or within 5 feet of any City utilities, unless approved by the Public Works Department. Locate and pothole
existing City -owned utilities (ie: water, sewer, or street lighting conduits) to verify locations. Maintain a one -foot
clearance over or under existing City -owned utilities. Sewer cleanouts require VCP or PVC SDR35 be used with a
4TT box over the riser.
9. Properly lighted barricades must be provided and maintained around all trenches, excavations and obstructions. All
signs, flags, lights and other warning and safety devices shall conform to the requirements of the current "Manual of
Warning Signs, Sights and Other Devices for the Use in Performance of Work Upon Highways", issued by the
California Department of Transportation. If need ed,'barricades can be obtained from the City at a charge of $10.00
per barricade per day, with a minimum charge of $35.00. It is the responsibility of the applicant to place barricades to
protect the general public. Access to fire hydrants must be maintained at all times.
10. Work within or near beach sensitive areas will not be allowed during, City holidays, spring break, Memorial Day
weekend, summer between June 15 and September 15, and during the holiday season from December 19 to
January 1, unless approved by the Public Works Department.
11. Any work that extends into traffic or parking lanes and impedes the normal flow of traffic requires the applicant to
acquire a Temporary Street Closure Permit from the Public Works Department. Access for fire, police and
emergency vehicles must be maintained at all times. Traffic Control must be per Work Area Traffic Control
Handbook (WATCH). No nighttime traffic lane closures, unless prior approval has been granted. Any lane(s) closure
on a major street will only be allowed between 9:00 a.m. and 3:00 p.m. (Monday thru Friday), unless approved by
the Public Works Department. Any work affecting the State Highway's traffic or within the State Highway right-of-way
will require a Caltrans Permit. All vehicles shall be lawfully parked.
12. This permit does not authorize the closure of sidewalks, streets, or alleys for construction access, storage of
materials, or parking of construction vehicles unless detailed on an attached Temporary Street Closure.
13. Applicant must notify USA at 1-800-227-2600 2 days before starting any underground construction. Applicant
must notify all affected residents 24 hours in advance of restricted access and any inconveniences.
14. Refuse or unused materials shall be removed within 24 hours after completion of the work. If not removed, the City
may remove and bill the applicant. Coordinate alley closures with City's refuse pick-up days by calling 949-644-3066
for the collection schedule so service is not interrupted. To place a dumpster or materials in the public right-of-way, a
Temporary Street Closure Permit must be obtained from the Public Works Department.
WORKER'S COMPENSATION INSURANCE (Section 3800 Labor Cude)
I certify that I have a Certificate of consent to self -insure, Certificate of Worker's
Compensa ion surance, or a Certified Cop f.
i
Date: 2( I $ Signature.
CERTIFICATE OF EXEMPTION (Section 3800 Labor Code)
certify that in the performance of the work under this permit, I shall not employ
any person so as to become subject to California Worker's Compensation Laws. If,
after signing this certificate I become subject to the Worker's Compensation
provisions of the State Labor Code, I must comply with the provisions of Section
3700 or this permit shall be deemed revoked.
Date:
Signature:
CONTRACTOR LICENSE EXEMPTION
As the Owner of the benefiting property, I certify I am personally performing all
work in the Public Right -of -Way.
Date:
Signature:
HOLD HARMLESS STATEMENT
understand that I am locating minor encroachments within the City Right-of-
Way/Easement. As property owner it is my responsibility to maintain the
encroachments. I will be responsible for replacing the improvements if the City
removes them for maintenance of utilities or other public need. I shall indemnify
and hold the City harmless for any liability associated with the minor
encroachments.
Date:
Signature:
24-hour notice for Encroachment Permit Inspection is required by calling
Public Works at 949-644-3311
15. Any above ground utility facilities will require documented approval from the adjacent
affected property owner(s).
16. Homeowner, contractors, and subcontracotrs may each be liable for violations of Water
Quality Laws. Best Management Practices will be enforced. It is against the law to
discharge construction debris into the gutter and storm drain. Felony violations of Water
Quality Laws are punishable by fines up to $25,000 and/or up to three years in State
prison plus the full cost to clean up an illegal discharge or spill.
17, If a refundable deposit was paid, applicant must submit a Soils Compaction
Certificate or Evidence of a Slurried Backfill and request a final inspection from the
Public Works Department. Monies may be held for six months after final inspection
before a refund will be processed.
18. No trees in the public right-of-way shall be planted, removed, trimmed. or relocated
without approval from the General Services Department.
19. All work in the public right-of-way must meet the approval of the Public Work
Department or corrections will be required (i.e. removals, exposing connections.
etc.). Additional inspection fees may be required.
20. Permit is for standard materials in the public right-of-way only, unless previously
approved by Public Works and an Encroachment Agreement has been processed.
21. Permit is valid for "description" of work noted on front only. Additional work
performed may require issuance of a separate permit and/or additional fees.
No work related to this encroachment permit $hall be performed until the Public Works Department has Issued this ,permit. Applicant hereby ac owledges he/she has d understands the terms and
conditions of this permit and he/she agrees to abide by them. Permit is void if work is not commenced within 30 daysafter issuance;
Permit fees are nonrefundable. YDate:t 2 Signature: ____ __ __ __
WORKSHEET FOR
CITY OF NEWPORT BEACH
PUBLIC WORKS..DEPARTMENT ,
L .: BELOW. 'INFORMA
"ADDRESS: LIIj
DETAILED DESCRIPTION OF PROPOSED WORK:
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Phone:
APPLICANT: LtoLt 5A- ULC,
Email Address:
Mailin lddress: 2� C \�
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City/State/Zip: C_ A
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OWNER: c-_l Or (U� -r QACAb ,
Phone:
Email Address:
Mailing Address:
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City/State/Zip: 26b3
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ALL CONTRACTOR INFORMATION IS REQUIRED -PLEASE COMPLETE
CONTRACTOR: .gk ace C Cdn �, �C
Office Phone: '7Z�8' 1440
Company (if different):
Jobsite Phone: 0023�S
Other Phone:
Email Address: @ Q�SSGC� C t C CO r'"'-
MS I Add�res s:) o f vJ o��� w y
City/State/Zip:
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State License Number 8 lass:
17 $ Ex ires: 11 3
City Business License Number:
Expires: 3l
ORKERS COMPENSATION INSURANCE - Certificate of Insurance (Section 3800 Labor Code)
ompan : PolicyNo: Expires:
ro
...................................................................................................................... .
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FOR OFFICE USE ONLY
Special Conditions of Permit: ?re, 'ob ; n 'uvl rc air -A .
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ADDITIONAL APPROVAL REQUIRED FROM THE FOLLOWING DEPARTMENTS
Utilities:
General Services:
Traffic: Fire:
Other:
Engineering Technician:
Public Works Specialist:
I R0,:k
Date:
'R-21 —V9
Permit No.
N 2.0%'% - 0412
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Public Works Department 949-644-3311
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All Fees Are Non -Refundable Unless Otherwise Stated
PROJECT ADDRESS:
PERMIT
N2018- ni•t) 2
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APPLICANT:
---]NUMBER:
Clever- Buoyu5A I.LC
JOBE COMPLETED BY PUBLIC
WORKS DEPARTMEN'll—,
Permit Processing Fee: Q -
Public Works Only $241.00
Other Department $275.00
Agreement Fee:
Preparation of Report/Agreement $817.00
Document Recordation Fee $192.00
Monitoring Wells $502.00
Inspection Fee: Qty.
Public Works Field Inspection $165.00 (o
Utilities Field Inspection $121.00
General Services Inspection $165.00
Water Quality/Artificial Turf Inspection $108.00
Refundable Deposit: TBD
Improvements TBD
Street/Alley/Walk Closure: $65.000 Newspaper Rack Inspection $108.00 0
Traffic Control Plan Check
8-1/2" x 11" $65.00 Sewer Connection Fee $250.00
24" x 36" $143.00 4TT Box & Cover $64.00
Additional
THE FOLLOWING ITEMS REQUIRE APPROVAL FROM THE Revenue Division
REVENUE DIVISION PRIOR TO PAYMENT OF FEES ]Approval:
I
Qty.
Q
(Water Meter:
Installation Charge fS52&--n 1
13/4" Meter
$50.25
`T)e,:j?v3.00 1
11" Meter
$121.50
Water Meter Boxes: 1
11 1/2" Meter
$285.00
1" DFW Meter Box $96.66 1
11 1 /2" Turbine Meter
$700.00
2" DFW Meter Box $203.24 1
12" Meter
$425.00
1
12" Turbine Meter
$845.00
1
1
13" Meter
$3,310.00
14" Meter
$4,730.00
6" Meter
$7,190.00
MISCELLANEOUS
FEES
Qty. Budget Number
Certificate of Compliance Fee (+100% of hrfy over 3 hrs) $288.00 5200-5029
Development Services Fee (Plan check hourly) $155.00 5200-5015
Final Tract Map Checking Fee $2,488.00 5200-5026
Final Parcel Map Checking Fee - Moderate $2,488.00 5200-5027
Lot Line Adjustment Fee $1,079.00 5200-5028
Park Dedication Fee Zone TBD 405-470
Street Easement/Vacation Fee (+100% of hrly over 4 hrs) $1,022.00 5200-5031
Street Tree Fee ($700 Planting Fee) TBDI 030-2284
—
-----------------------—--—--—--------
--------------------------
Engineering Tech:
Total Amount Due:
For Finance Use Only
?od;
* 1, 231.
Art D
of -2 %-- 148
Permit Specialist
Receipt No.
.
a' Rev. 12/18/2017
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CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
DAVID A. WEBB, DIRECTOR
CONDITIONS OF APPROVAL
TO: Associated Pacific Contractors, Inc
949.258.4410 Office
805.234.5055 cell
paul@associatedpacific.com
FROM: David Keely, 949.644.3349
dkeely(a-)- newportbeachca.gov
DATE: September 6, 2018
SUBJECT: Encroachment Permit N2018-0415, Balboa Pier — Clever Buoy
Marine Monitoring Equipment, Temporary Installation
The following are the additional Encroachment Permit N2018-0415 conditions of
approval for the installation of temporary marine monitoring equipment on the
Balboa Pier and in the water adjacent to the pier:
• All equipment, including but not limited to Cabinets, conduit, cables, buoys
sonar monitors, etc. on the pier and water shall be removed upon
completion of the research consistent with the Coastal Development Permit
De Minimis Waiver (9-18-0285-W).
• Contractor is responsible for maintaining all equipment during the course of
the research and immediately repair any damage. Contractor shall monitor
any movement of the sonar devices/anchors/buoy and immediately
reposition if movement occurs.
• Contractor is responsible for any damage/graffiti/stickers placed on
cabinets. Removal/repair shall be within 24-hours of notifications.
Contractor shall perform daily inspection. The 24-hour contact person is
Richard Talmage (Smart Marine Systems, 949.308.5411).
• Contractor shall provide 24-hour contact name and number, prior to pre -
construction meeting.
POST OFFICE BOX 1768, NEWPORT BEACH, CA 92658-8915
P (949) 644-331 1 1 F (949) 644-3318 1 WWW.NEWPORTBEACHCA.GOV
Associated Pacific Contractors, Inc
September 6, 2018
Page 2
• Contractor is responsible for any damage caused by the installed equipment
and shall repair any damaged per the satisfaction of the Public Works
inspector.
• Piles where the Smart Band is proposed to be attached shall be wrapped
with metal sheeting. The metal sheeting shall extend a minimum of 12 —
inches past the ends of the Smart Band assembly. Contractor shall take
before and after photos of the installation area and submit to the Public
Works inspector. Any damage caused by the metal sheeting, Smart Band
Assembly or other installation shall be repaired by the contractor to the
satisfaction of the Public Works inspector.
• A Demo permit shall be obtained for the Community Development
Department Building Division for the removal of the equipment from and
including the cabinet to the electrical panel.
• A pre -construction meeting with the Public Works inspector prior to the start
of work.
• Contractor is responsible for removing any debris accumulated by the
equipment including but not limited to fishing gear.
S ['ATE OF CALIFORNIA - NATURAL RESOURCES AGENCY EDMUND G BROWN JR , GOVERNOR
CALIFORNIA COASTAL COMMISSION
ENERGY, OCEAN RESOURCES AND FEDERAL CONSISTENCY DIVISION
45 FRE•MONT STREET
SUITE 2000
PH (415) 904-5200 FAX (415) 904-54(X)
W%1k COASTAL- rA QQy
July 24, 2018
Coastal Development Permit De Minimis Waiver
Coastal Act Section 30624.7
Based on the project plans and information provided in your permit application for the development
described below, the Executive Director of the Coastal Commission hereby waives the requirement
for a Coastal Development Permit pursuant to Section 13238.1, Title 14,, California Code of
Regulations. If, at a later date, this information is found to be incorrect or the plans revised, this
decision will become invalid; and, any development occurring must cease until a coastal
development permit is obtained or any discrepancy is resolved in writing.
Waiver: 9-18-0285-W
Applicant: Clever Buoy USA, LLC - Richard Talmage
Location: Adjacent to Balboa Pier, City of Newport Beach; Orange County
Proposed Development: Proposed deployment of a network of six linked multi -beam sonar devices
on the seafloor along with associated chains, cables and buoy near the end of the Balboa Pier. The
sonar devices would operate continuously for up -to 60 days as part of a test of an autonomous shark
detection system. The sonar devices would be deployed by divers operating with the aid of a support
vessel. Each device would be attached to an approximately four foot high by two foot wide metal
frame mooring system with three inch diameter, six foot long "legs" that would be buried in the
seafloor using a low -power diver -operated water jet. Upon completion of the 60-day trial, the entire
system (including buoy, chains, cables, sonar devices and metal frames) would be collected and
removed. The coverage area for the sonar devices would extend roughly 500 feet on either side of
Balboa Pier.
Rationale:
- All support vessels used during installation, maintenance and removal activities would have
an oil spill prevention and response plan and appropriate response equipment on board at all
times. In addition, no at -sea fueling or refueling of the support vessel or equipment would be
carried out.
- The project site does not support eelgrass, kelp, rocky reef or other sensitive marine habitats.
- To help ensure that all project equipment remains in place and does not become marine
debris or pose a hazard to recreational activities or navigation, Clever Buoy staff would
thoroughly inspect the system two days after installation, 30 days after installation and
immediately after any significant storm or swell event. In the event equipment breaks or
becomes dislodged, it would be immediately repaired, re -secured or removed. Clever Buoy
staff would also continuously monitor the status and condition of all sonar devices and
passive monitoring equipment for alerts that may indicate equipment failure or movement. If
Page 2
Coastal Development Permit De Minimis Waiver
9-18-0285-W
such situations arise and cannot be resolved remotely, additional inspections would be
carried out to resolve the issue.
At the end of the 60-day trial, all equipment and associated infrastructure would be removed
and documented and a post -removal inspection would be carried out to help ensure that no
equipment is left behind.
In order to help prevent damage or entanglement of fishing gear, the sonar devices and
support frames would be located outside of the high -use fishing area immediately adjacent to
the Balboa Pier. Any fishing gear that drifts onto or becomes entangled with the project
equipment would be collected during inspections and disposed of at an appropriate onshore
facility.
During all project installation and removal activities, a trained and qualified marine wildlife
observer would be located on the project support vessel and would be authorized to halt
operations if marine wildlife- (such as marine mammals or reptiles) is observed in the area
and would be at risk of entanglement or injury from installation/removal operations.
The six multi -beam sonar devices would be operated at a sound frequency (approximately
720 kHz) that is outside the known hearing range of humans, marine mammals, sea turtles,
sharks and fish. In addition, the devices would be operated at an intensity that would cause
the generated sound energy to fade to background levels within less than 200 m.
Potential shark detections observed by the system during the trial would be transmitted to the
Newport Beach lifeguards and would be responded to in the same manner as a shark sighting
report, following the Shark Policy developed for regional lifeguards in collaboration with
relevant experts. Following this policy, a beach closure would only be likely if the presence
of a shark is visually confirmed and the lifeguards determine that it poses a safety risk to
ocean users.
The proposed development will not adversely impact coastal resources, public access, or public
recreation opportunities, and is consistent with past Commission actions in the area and Chapter
Three policies of the Coastal Act.
This waiver will not become effective until reported to the Commission at its August meeting and
the site of the proposed development has been appropriately noticed, pursuant to 13054(b) of the
California Code of Regulations. The Notice of Pending Permit shall remain posted at the site until
the waiver has been validated and no less than seven days prior to the Commission hearing. If four
(4) Commissioners object to this waiver of permit requirements, a coastal development permit will
be required.
Sincerely,
John Ainsworth
Executive Director
(by) Cassidy Teufel
Senior Environmental Scientist
cc: File
The Gemini Multibeam imaging sonar from
Tritech is available with Ethernet or VDSL
communication protocols. To support these
protocols, Tritech has a range of optional
interface units for topside connection of the
Gemini sonar.
Where a fibre -optic multiplexer is present the
Gemini will most likely be operated in Ethernet
mode. In this situation an interface unit is not
required. However, to bench test the sonar
the basic Ethernet interface unit simplifies the
process and it is supplied with a suitable test
cable.
In the event that the Gemini sonar is part
of an installation where the communication
conductors are copper, the recommended
solution is to utilise the VDSL protocol. The VDSL
configuration has two interface options and the
user should select the one most suited to the
installation.
The basic VDSL interface unit is for use on
an installation which can directly supply the DC
power required to operate the Gemini sonar (this
is a typical ROV installation, where the power
is supplied from the ROV). The basic VDSL
interface can also be used to bench test the
Gemini sonar using the short length of test cable,
as supplied with the unit.
Where DC power cannot be locally supplied to
the Gemini sonar the Tritech 72V VDSL interface
unit is typically used, providing a power source
suitable to run over a cable up to 300m in length.
Tritech
www.tritech.co.uk
Basic Ethemet and Basic VDSL
1 R1
rn
0
Not to scale, dimensions in mm.
72V VDSL
0
0
0
0
o 0
cl 0
I
v
2' BOX
DRAFTANGLE
_QI
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i
Not to scale, dimensions in mm.
Power Requirement
22 - 75V DC
22 - 75V DC
100-240V AC (50-60Hz)
(supplied via external AC PSU)
(supplied via external AC PSU)
Power Consumption
N/A
3.8W
40W
(with sonar)
(40W)
(40W)
(80W maximum)
Communications
2x Ethernet (10/100) Base-T
Ethernet (10/100) Base-T (80m)
Ethernet (PC interface)
(80m)
VDSL (up to 500m, locally
VDSL (Gemini interface)
powered)
Connectors
• Souriau UTS7124P
• Souriau UTS7124P
• Bulgin PX0730/P
• Souriau UTS71412S
• Souriau UTS7147S
• Souriau UTS7147S
• Souriau UTS718RJFN
• Souriau UTS718RJFN
• Souriau UTS718RJFN
Note that the IP rating applies when all connectors are correctly fitted with the appropriate mating connector or blanks.
Specifications subject to change according to a policy of continual development.
Marketed by:
0713-SOM-00004-01
Tritech International Ltd
Peregrine Road, Westhill Business Park Triatech
Westhill, Aberdeenshire, AB32 6JL
United Kingdom
sales@tritech.co.uk
+44(0)1224 744 111 9M
With a 1200 field of view and a fast update rate of 30Hz,
the Gemini 720is is ideal for poor visibility environments.
The Gemini 720is is supplied with Seanet Pro, Tritech's
data acquisition and logging software, which offers
users the ability to network and operate the sonar along
with a range of other Tritech sensors from a single
software interface.
The Gemini stand-alone software also provides users
with additional control over the Gemini 720is and can be
upgraded to Gemini SeaTec to provide a variety of target
classification and tracking capabilities. The ability to
record data in a range of digital video formats and
output screen shots for review comes as standard.
The product offers world -class 97Hz update rate at 1 m
range for video -like imagery. Target tracking algorithms
developed by SeeByte are embedded with in the Gemini
software as standard.
www.tritech.co.uk
visualisation
The 720is is the latest generation from
renowned multibeam sonar range and
real-time, high frequency imaging solution.
The Gemini 720is operates at 720kHz and this
combined with Tritech's state-of-the-art processing
electronics, produces images of superb clarity.
Tritech
Documerr-_;n;OCC! +SSae 06am
Z 3b
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i_
All dinwnslons are In mm. not to scale
Operating frequency _ _ _ _
720kHz
Angular resolution
1.0° acoustic, 0.250 effective
Range_
0.2m to 120m
_ _—_
Number of beams
512
Horizontal beamwidth
1200
Vertical beamwidth
200 tilted down 100
!Update rate(typical operation)
5-3OHz (range dependent)
Range resolution
8mm
CHIRP support
Yes
Speed of Sound
VoS sensor
hibirr ce
Power requirement
16W - 27W (range dependent)'
' Supply voltac,e,- - - - -
- 19 to 74V DC
Communication protocols
Ethernet or VDSL
Additional 1/0
RS232, RS485 half duplex), TTL in, Ethernet
SeaCon 55 series, SubConn FCR 15 series or Schilling SeaNet
Connector type
(single port as standard
Maximum length for VDSL and power is 300m, if power is
VDSL cable length
provided locally the maximum cable length for VDSL
communication is 500m
P -ons
Depth rating
1000m (Aluminium), 4000m Titanium
`Weight in air -.35kg
(Aluminium), 5.Okg (Titanium)
Wei ht in water _ _
1.3kg (Aluminium), 3.Okg (Titanium)
Tem erature ratingf
10 to 35°C (operating), -20 to 50°C (storage)
'The power consumption range quoted is accurate for a standalone unit and ignores cable losses
Specification subject to change in line with Tntech's policy of
continual product development
Marketed by:
Document 0703-SOM-0001, Issue: 06
Tritech International Ltd
Peregrine Road, Westhill Business Park
Westhill, Aberdeenshire, rt832 6Jr
Triatech
United Kingdom
salLsOtritech.co.uk
r44(0) 1224 ,144 111
cM=
SMART MARINE SYSTEMS
Clever Buoy
Supporting Documentation
Balboa Pier Pilot Installation
Commercial in Confidence
Clever Buoy Pilot — Balboa Pier Supporting Documentation
7 September 2018
r
B U 0 y
i BUOY
SMART MARINE SYSTEMS
This document may contain proprietary and/or confidential information. All information and data submitted is
provided in reliance upon its consent not to use or disclose any information contained herein except in the content
of its business dealing with Smart Marine Systems Ltd (SMS).
The recipient of this document agrees to inform present and future employees/contractors who view or have access
to its content of its confidential nature.
The recipient agrees to instruct each employee/contractor that they must not disclose any information concerning
this document to others except to the extent that such matters are generally known to and are available for use by
the public. The recipient also agrees to not duplicate or distribute or permit other to duplicate or distribute any
material contained herein without SMS's express written consent.
SMS retains all title, ownership and intellectual property rights to the material and trademarks contained herein,
including all supporting documentation, files, marketing material, and multimedia.
BY ACCEPTANCE OF THIS DOCUMENT, THE RECIPIENT AGREES TO BE BOUND BY THE AFOREMENTIONED
STATEMENT.
Clever Buoy Pilot — Balboa Pier Supporting Documentation
7 September 2018 2
BUOY
SMART MARINE SYSTEMS
Clever Buoy is a near shore marine monitoring system, which is designed to provide an early safety warning for
beach goers. The system is designed to detect sharks using state of the art sonar and identification systems to relay
critical information to those authorities responsible for beach safety. The system will be deployed beyond the surf
zone and utilizes multi beam imaging sonar mounted on the ocean floor to scan for marine life. When large objects
are detected, the software interrogates the object's swimming pattern to determine a probability of a shark
occurrence, and then information is sent to lifeguards notifying them of the target and the location.
Clever Buoy Pilot — Balboa Pier Supporting Documentation
7 September 2018 3
GMC
SMART MARINE SYSTEMS
Water depths shown in Figure 1 and Table 1 are referenced at the lowest astronomical tide (in ft) as per Chart
Datum from the Navionics website. The blue lines identify the cable run from each sonar to the pier. Distances of
each piece of equipment from the pier were measured in Google Earth and shown in Table 1.
1
123
19
33`35'56.77"N
117'54'8.32"W
33.599091'
-117.902311`
243`
2
50
21
33°35'55.30"N
117"54'6.28"W
33.598683'
-117.901739"
198"
3
40
21
33'35'53.74"N
117°54'2.56"W
33.598260`
-117.900712`
212'
4
114
20
33°35'53.03"N
117'53'59.99"W
33.598063"
-117.899996"
179"
5
200
16
33°35'53.12"N
117°53'56.81"W
33.598089°
-117.899114'
170'
Buoy
60
30
33'35'52.53"N
117"54'5.42"W
33.597925'
-117.901506"
Clever Buoy Pilot — Balboa Pier Supporting Documentation
7 September 2018 4
SMART MARINE SYSTEMS
All of the equipment above will be installed by commercial divers from a commercial dive vessel which will transport
the equipment to the proposed location, shown in Figure 2 below.
'1 Clever Buoy Technology - Surface to Seabed Diagram
GRAPHIC NOT TO SCALE
Clever Buoy Pilot — Balboa Pier Supporting Documentation
7 September 2018 5
aMC
SMART MARINE SYSTEMS
_%"OU09111111100r,
BUOY
The surface buoy is a steel constructed buoy supporting 3 solar panels and has an International Standard self -
powered yellow flashing navigation light raised at the top of the super -structure for the solar panels, as per the
image below. (Sealite SL15 1-2nm+ Solar Marine Lantern)
Clever Buoy Pilot — Balboa Pier Supporting Documentation
7 September 2018 6
SMART MARINE SYSTEMS
TOP VIEW
Clever Buoy
Size Specifications
PROFILE VIEW
- 4 , r , 2! ) 1 r - I 1 '-4 -) I " ' ' , ' ' 'I- I ' ' -1 1 ' -
I
BUOY
The surface buoy will be moored using a traditional mooring chain and lump weight (500 Ibs) (Example type in Figure
6). The mooring will run 49.2ft of 5/8" ground chain weighing 178.6lbs, which will then link to another 32.8ft of 3/8"
chain weighing 29.5lbs between the substrate and the keel of the buoy. This totals 82ft of chain between the
mooring and the buoy, which allows for significant tidal range and wave height when deployed at 30ft depth.
Mooring calculations supplied by manufacturer/engineer (Ribuck Industries, Australia):
Buoy weight - 348.3 Ibs
Buoy buoyancy - 683.4 Ibs = Reserve buoyancy of 335.1 Ibs
Anchor (clump) - SW Ibs (as per City of Newport request)
Ground chain 5/8 — 49.2ft, 178.6 Ibs
Riser chain from ocean floor to bottom of buoy - 32.8ft, 29.5 Ibs
Total Mooring weight = 708.1 Ibs
As per City of Newport request for a 500 Ibs lump weight, this raises the anchoring system to a 373 Ibs advantage
over 82ft of chain.
Clever Buoy Pilot — Balboa Pier Supporting Documentation
7 September 2018 7
Bu0Y
SMART MARINE SYSTEMS
Five anchoring systems will be installed on the sea floor to mount the sonar transducers. The vertical piles situated
below the fish plate (Figure 7) will be positioned into the substrate, extending 6.6ft below the substrate. The vertical
pole mounts situated above the substrate, where the sonar will be attached, have varying lengths to account for
different water depths. Three (3) vertical poles are of 6ft length, and two (2) vertical poles are of 4ft length above
the substrate. The shorter vertical poles will be used for sonars 1 and S, which are situated in shallower water depths
(Figure 1, Table 1).
PROFILE VIEW
i
1
TOP VIEW jAL
.O
1
Sonar Frame
Size Specifications
Clever Buoy Pilot — Balboa Pier Supporting Documentation
7 September 2018 8
SMART MARINE SYSTEMS
3/8 inch chains and 1/2 inch communications cables will run from the base of the internal pile of the pier, out to the
inner/first seabed anchor systems and then to the outer/second seabed anchor systems, as shown in Figure 9. The
chains will run inbetween each frame and the pier to connect the communications cables. The cable chain will then
be looped around the base of the pile and shackled back onto itself.
Cables are designated to run up an internal pile in bent #44 to the maintenance platform below the pier, and then
across a piece of 2" x 6" redwood [Figure 8] and up into the communications box. Refer to Figure 9 on the next page
for a detailed drawing of the pier piles indicating our proposed cable run. Refer to Appendix 5 for Caddy 4BRT64 and
sonar cable specifications.
A
Yy Ar&4'( A".4
T
1 ; ;, � as r•cy�, i�ed
(� 0
,a
b z S/p,G
To .
O T.% t- J
Clever Buoy Pilot — Balboa Pier Supporting Documentation
7 September 2018
=F44ka
N%40=9911111111001"
SMART MARINE SYSTEMS
Clever Buoy Pilot — Balboa Pier Supporting Documentation
7 September 2018
B U 0 y
10 1
'. BUOY
SMART MARINE SYSTEMS
See Figure 10 below for specs on the Hoffman electronics cabinet. For full cabinet dimensions see Appendix 4. For
power input details to the cabinet please refer to the electrical drawings submitted to the eletrical planner for the
City of Newport Beach.
For cabinet maintenance and electrical outages redundancy planning please refer to section 1.3.7 Equipment
Maintenance and Monitoring.
t,
rn/ent 1 HOFFMAN
FREE -STAND, TYPE 4X
I I •
SPECIFICATIONS
J• ,
FIBERGLASS
Caulag Number AzBzC in, A18d mm Oescripum Estimated Ship Wt. Itb.l Estimated Ship Wt. Ikgl
ii x 25 00
Clever Buoy Pilot — Balboa Pier Supporting Documentation
7 September 2018
BUOY
SMART MARINE SYSTEMS
See Figure 11 below for the model and specifications for the point-to-point antenna to be secured to the underside
of the pier, to be installed in the location as shown in the pier drawings (Figure 9).
k"UP
Specifications
UBIQUITI
Dimensions
t
vVeight :Anth ilvlount
Frequency
�dln
Eievatnon Beamwrdth
Electrical Dovinult
IJax. VSWP
vVind Survivability
'Mind Loading
1
1.
�Iolar,zation
Cross Pol Isolation
RF ' onnecton
��/ y
,3hi A Omni
lountmg
S GHz 2x2 MIMO
=!�' �p'CiFCatiO'
Dual Polantv Omni Antenna
73 2 x 90 " 65 mm
0.68 kg 1.50 Ibi
5.43 - 3.35 U_ H z
0 dBr
-1
lol
200 km; h 12.5 mph
7 1 1' N 200 km, h
to Ibf 125 mph.
Dual Linear
25 dB Min.
RP-SMA Connectors .Veatherprcot
Universal Pole Mount, RocketNl Bracket,
and vVeatherproof RF Jumpers included
'EN 302 IJ20 DN2
Any instance of vandalism to the cabinet occupying the public space on the pier, in the form of damage,
graffiti/sticker placement or otherwise, will be responded to by SMS staff as soon as possible and within 24 hours of
observation or notification of any such occurrence. The appropriate response will ensure immediate repair of any
damage and removal of any graffiti/stickers placed on the cabinet.
24-hour contact regarding acts of vandalism — Richard Talmage +1 (949) 308-5411 ***
*** SMS may update the contact details prior to or during the pilot project, and will advise if this occurs.
Clever Buoy Pilot — Balboa Pier Supporting Documentation
7 September 2018 12
GMC
SMART MARINE SYSTEMS
Activity
Frequency
Description
Type
Procedure
Sonar
Monitoring dives
Periodically check integrity of
Boat -
1. SCUBA dive on and remotely inspect
leaning and
will be conducted
sonar mounting frames and
SCUBA
sonar transducers for growth and integrity
equipment
2 days after
cables, check sonar
of the system.
inspection.
installation and
transducers for marine growth
2. If growth is observed remotely, proceed
every 2 weeks
and clean if required.
to conduct a SCUBA -based maintenance
thereafter.
dive.
For full scale check and clean
3. Wipe any marine growth off the lens and
As per our Coastal
inspections, this may take a
casing of each transducer.
Commission
full day of SCUBA diving.
4. Scrape any barnacle/algae growth off the
Waiver
sonar frames.
requirements, we
5. Complete a final visual inspection of
are required to
equipment to ensure there is no damage
conduct
or fouling of any kind.
monitoring dives
6. Complete a final swim through between
2 days after
sonars to ensure none of the
installation and
cables/mooring lines have been damaged.
then again at least
7. If any sonars or cables appear to be
30 days after
damaged, they will need to be removed
installation.
and repaired/replaced with spares.
Surface
2 days after
Whenever a boat -based
Pier -based
1. Transport pressure cleaner and any
equipment
installation and
SCUBA maintenance dive is
remote
general equipment required to conduct
cleaning and
every time the
required, conduct an
inspection or
general maintenance on the buoy when
maintenance.
crew is
inspection of the surface buoy
Boat.
required.
conducting
for any requirements to
2. Pressure clean any biofoul off the buoy
subsurface sonar
pressure clean, or apply
and complete any required maintenance.
maintenance
general maintenance.
3. Radio check that the system is functioning
as expected before return to port.
Software
Ongoing.
The health status of the
Network.
N/A
Maintenance
system will be constantly
and patching.
monitored by SMS and any
signs of dysfunction will be
addressed immediately.
The SharkTec software utilised
will be frequently updated in
order to further improve the
stability and accuracy of
Clever Buoy.
Severe
Immediately
Following a severe adverse
Boat
As per Sonar cleaning and equipment
Weather
thereafter
weather event, all equipment
inspection, visual inspection via SCUBA
Events
will be inspected to ensure the
through the equipment.
integrity of the system,
weather permitting.
Pier Based
Cabinet will be
Frequently check cabinet for
Pier -based
Quick visual observation of cabinet with each
Electronics
checked weekly
damage/graffiti
inspection
pier visit.
Cabinet
and every other
Electronics outages will trigger
and remote
Electronics outage warnings will be triggered
time SMS staff
remote warning notifications
outage log
remotely and responded to immediately
visit the pier
Clever Buoy Pilot — Balboa Pier Supporting Documentation
7 September 2018
13 1 - -
MG
SMART MARINE SYSTEMS
Three (3) pier mounting blocks will be attached to a vertical pole of the pier using standard size V smartbands
specially designed for pile wrapping: https://www.upsideent.com.au/product/smart-band-hybrid/ (Figure 12).
Standard specs are shown in Appendix 3 — the bands are made out of corrosion, chemical, weather and biofoul
resistant polyoxymethylene (Acetal) (POM). Piles will be wrapped with thin metal sheeting to ensure the load from
the smartbands are spread across the pile.
The proposed band locations will be wrapped in and additional temporary layer of pile wrapping to ensure that the
load is distributed to prevent damage to the existing pile wrap.
A blue vinyl coated steel cable will then be connected through pier mounting blocks, which will then be tensioned at
the top mounting block, creating a secure connection point for the Clever Buoy Riser cables which sits off the pole of
the pier. This is designed to ensure there is no damage to pole of the pier, and to ensure that no loose cables will be
present in the water column as the cable will be attached using cable ties every 1-2 feet.
Clever Buoy Pilot — Balboa Pier Supporting Documentation
7 September 2018 141
` BUOY
SMART MARINE SYSTEMS
The Clever Buoy ground engagement is only utilising two components of the complete mooring design, the rail
anchor vertical piles (#9) and the connecting fish plate (#10) in the table below.
Item
Item
No
Specification
Breaking
Working
No
Off
Load
Load Limit
(US ton)
(US Ton)
1
Swivel
1
1 31/32" OD and 31/32" ID Tube
26.23 t
10.49 t
25/32" Round Bar
5/16" Fillet Weld (minimum)
All Grade 316 Stainless Steel
2
Buoy Bar
1
15/16" Round Bar M24 Nut
23.7 t
9.48 t
Grade 316 Stainless Steel
3
Lower
1
25/32" Round Bar
26.23 t
10.49 t
Loop on
5/16" Fillet Weld (minimum)
Buoy Bar
Grade 316 Stainless Steel
4
Lower
1
3/4" diameter Green Pin Shackles
22.16 t
8.86 t
Buoy Bar
Shackle
5
Riser
1
15/16" Grade 2 Stud Link Chain
26.35 t
10.54 t
Chain
6
Riser
1
55/64" diameter Green Pin Shackles
26.23 t
10.49 t
Shackle
7
Ground
3
3.28ft x 15/16" Grade 2 Stud Link Chain
22.82 t
9.13 t
Chain
8
Anchor
3
55/64" diameter Green Pin Shackles
26.23 t
10.49 t
Shackles
9
Anchor
3
Diver I Diver II Offset Anchor
24.47 t
9.79 t
10
Fish Plate
1
31/32" Plate 1
27.67 t
11.07 t
Document Reference Section 5.3 Mooring Component Summary (excerpt from complete offset mooring engineering design)
Clever Buoy Pilot — Balboa Pier Supporting Documentation
7 September 2018 15 -
BUOY
SMART MARINE SYSTEMS
All calculations on this page have been left in their original format (SI — Systeme International d'Unite) from the
mooring engineers report and not adjusted to US units to ensure accuracy. Only the final value has been adjusted.
Component: Rail Anchor
Material: AS 1085 Part 1 Rails
Strength a =
Ultimate Tensile �T
9
820 MPa
Ultimate Shear Strength c,,T =
492 MPa 601 v Tenstre
Weld Strength
Weld Leg Length, SL =
11 mm
Weld Length, LW =
508 mm
Weld Size. S,w =
8 mm Ptroar Thickness
Weld Area, Ar, _ (8 x 508 )
4064 mm'
Ultimate Load = TUT x AM,
= 492 x 4064
= 1999 kN
Lever from weld to point of action = 63.5 mm
Ultimate Moment = 126 937 kNm
Lever = 500 mm
Ultimate Load = \1 i Lever
= 127 10.5
= 254000 N
Ultimate Load = 25.9 t
Ultimate Buoy Load = 22.2 tonne
Ultimate Buoy Load = 24.47 US ton
Component: Fish Plate
Material: 250 Grade Plate
Ultimate Tensile Strength G, T =
410 MPa
Ultimate Shear Strength 7"T =
246 MPa 00*0 . pUl;e
Shear Strength at Hole
Plate Web Thickness =
25 mm
Web Length =
20 mm
Shear Area. AS =
(25 x 20) x 2
=
1000 mm-
Ultimate Load =
Tu- x As
=
246 x 1000
=
246000 N
Ultimate Load =
25.1 t
Ultimate Load =
27.67 US ton
Clever Buoy Pilot — Balboa Pier Supporting Documentation
7 September 2018
16 1 -
' C�
SMART MARINE SYSTEMS
Z2] smarfa Band Dimensions and Weights
i
%W,rlum Width {A I Maxrmuxh Th e-io s I0;t
Sur-
rnrn IlncnI -ran iMhl
i Iron l
77
1 I;fll�ll t .: • I � � .
2.2.2,1 8a,nd WeIGN a.7d .1.�ensdty Palle
Sl2o
Nu of G41:; WE'+ogMla-nr; Average Oen0y'
Cords I}'r-1 IntYti ty'CfT1' 101"indlI
111i1rt I i '
�I:�lltll �'• I
I t:-nrn,I .
2. 2 ' Standard Buckte D!mensvns
O 0 0
i
B U 0 y
Clever Buoy Pilot — Balboa Pier Supporting Documentation
7 September 2018 17
SMART MARINE SYSTEMS
FIBERGLASS
ti
rn/ent I MFFMM
24.94 WIDTH AT
633 mm FRONT OF 24.50
ENCLOSURE 622 mm
1.72 23.00 12.25
44 RIM584 mm 311 mm
2.41 1.32
61 mm 34 mn Y
REMOVEABLE
LIFTING EYES 8222 I I
II I I I
II I I
60.68
II
DOOR II LATCNNNG
OPENING 71.50 _ _ _
64 56 1816 72.00
1546 mm HEIGHT AT `} — — — 1E29 mm
FRONT OF HEIGHT AT
ENCLOSURE I I I ENCLR SURE
X 1(2
3.22B26.81 41 DATA POCKET�173 mm mm INCLUDED BUT
�-- NOT INSTALLED
Y
2.63 19.68 2.83
67 mm 500 mm 67 mm
DOOR OPENING
6.87
25.00
635 mm
6.87
174 mm
174 mm
►►►���_ 21.51
I 1554 nn
,6
4 mm
I I
MIN. WAL
24•50 THICKNESS
L
I I 24.06
W
622 mm ( TYP )
I I 611 inn
- 72
1.22
31 mm
J
4.23
H Z
W -
v"z
15.04 J 108 mm
I� 382 "M
24.51
U�
622
SECTION X-x
NOTE: Door opens 175'.
Clever Buoy Pilot — Balboa Pier Supporting Documentation
7 September 2018
25.44
WIDTH4 AT REAR
OF ENCLOSURE
3.26 18.22
83 mm �481 mm�
21.81
�-554 mm
-4'
BETWEEN
22.12 I CHANNELS, I
740 mm I ARENNELS
PARALLEL
I I
I I
I I
29.13
740 mm
I I
I I
9.62
244 mm J_ 87800300
MOUNTING CHANNELS FOR
REGULAR PANELS SWING
OUT PANELS. ANa RELAY
RACK ANGLES, CHANNELS
ARE REUOVEA13LE AND
CAN BE REPOSITIONED
NON-METALLIC
18 1 - ' _ --
BUOY
SMART MARINE SYSTEMS
1
• Combine br!dle rings with other CADDY fasteners to support cables from flange, purlin, drop wire, t-grid, etc
Part Number
4BRT64
Material
Steel
Diameter
4-
�jrraw Diarn ?'ar
Screw Type
Metal
Ultimate Static Load
50 tb
Standard Packaging Quantity
50 pc
https://static.graybar.com/content-resource/pdf/4brt64-erico-90058187-spec-sheet-sku-spec-
sheet/3242c20d2800170eldbade3232b 1bed7-359860.pdf
Clever Buoy Pilot — Balboa Pier Supporting Documentation
7 September 2018 19
MC
SMART MARINE SYSTEMS
MacArtne
UNDERWATER TECNNDLDOY
Power/signal cable - Type 2019/13
Construction characteristics
Power conductor: 2.00 mm2 (0.0031 in=) bare copper conductor insulated with PVC
(2 each)
Shielded twisted pair- 0.22 mm2 (0.000341 in2) bare copper conductor insulated with PE
2 conductors twisted together with a tinned copper drain wire and
aluminium/polyester foil (2 each)
Inner jacket: PVC jacket
Inner jacket: Polyurethane jacket
Strength member: Braided Kevlar
Outer jacket: Polyurethane jacket. Colour blue
https://www.macartney.com/media/1124/power-signal-cable-type-2019-b.pdf
`e
B U 0 y
Clever Buoy Pilot — Balboa Pier Supporting Documentation
7 September 2018 20 -
10/2/2018 City of Newport Beach Page 3 of 11
6:34:55AM INSP150 - Daily Inspection Request Report
Requested Inspection Date : 10/02/2018
Inspection Type: ENCROACH
Inspection Area : PW
Site Address : 1 BALBOA PIER
AM bdmwv i011:
Activity : N2018-0412
SubType:
Status : APPROVED
OWNER: SKELLERN Phone: 9496400943
APPLICANT: CLEVER BUOY USA LLC - RICHARD TALMAGE Phone : 949-308-5411
RICHARD.TALMAGE@SMA
Description : TEMPORARY INSTALLATION OF CLEVER BUOY MARINE MONITORING EQUIPMENT
ON PIER AND IN WATER FOR RESEARCH PURPOSES. ALL EQUIPMENT SHALL BE
REMOVED UPON COMPLETION OF THE RESEARCH PER CALIFORNIA COASTAL
COMMISSION REQUIREMENTS.
Item: 10250 FINAL - PW
Requested Time: 10/2/2018 12:00:OOAM Requestor: NBIVR
9493085411
Entered By: NBIVR / 7 /
Comments: PM `�'
Assigned to:
r �
COMPLETED
1
10/9/2018 City of Newport Beach Page 1 of 15
6:34:26AM INSP150 - Daily Inspection Request Report
Requested Inspection Date : 10/09/2018
Inspection Type : ENCROACH
Inspection Area : PW
Site Address : 1 BALBOA PIER
Activity : N2018-0412
SubType :
Status : APPROVED
OWNER: SKELLERN Phone: 9496400943
APPLICANT: CLEVER BUOY USA LLC - RICHARD TALMAGE Phone : 949-308-5411
RICHARD.TALMAGE@SMA
Description : TEMPORARY INSTALLATION OF CLEVER BUOY MARINE MONITORING EQUIPMENT
ON PIER AND IN WATER FOR RESEARCH PURPOSES. ALL EQUIPMENT SHALL BE
REMOVED UPON COMPLETION OF THE RESEARCH PER CALIFORNIA COASTAL
COMMISSION REQUIREMENTS.
Item: 10250 FINAL - PW
Requested Time: 10/9/2018 12:00:OOAM Requestor: NBIVR
9493085411
Entered By: NBIVR
Comments: AM
�� /
Assigned to: //
2/1/2019 City of Newport Beach Page 6 of 7
6:30:07AM INSP150 - Daily Inspection Request Report
Requested Inspection Date: 02/01 /2019
Inspection Type: ENCROACH
Inspection Area : PW
Site Address : 1 BALBOA PIER
A/PM Inforrnatim:
Activity : N2018-0412
SubType :
Status : APPROVED
OWNER: SKELLERN Phone: 9496400943
APPLICANT: CLEVER BUOY USA LLC - RICHARD TALMAGE Phone : 949-308-5411
RICHARD.TALMAGE@SMA
Description : TEMPORARY INSTALLATION OF CLEVER BUOY MARINE MONITORING EQUIPMENT
ON PIER AND IN WATER FOR RESEARCH PURPOSES. ALL EQUIPMENT SHALL BE
REMOVED UPON COMPLETION OF THE RESEARCH PER CALIFORNIA COASTAL
COMMISSION REQUIREMENTS.
Requesbsd Mspection(s)
Item: 10250 FINAL - PW
Requested Time: 2/1/2019 12:00:OOAM Requestor: WEBUSER & t a'
9493085411
Entered By: WEBUSER
Comments: AM -All equipment is now decommissioned
Assigned to: 77777777777--
CU�Pt
ETED