ATS 1266 TR A-1 - ZCP 4/11/2014 Kodiak Island Borough Print Form , Submit by Email
= ,a \ Community Development Department
710 Mill Bay Rd.Rm 205
1111111111*
Kodiak AK 99615
Ph.(907)486-9362 Fax(907)486-9396
15849
http://www.kodiakak.us
Zoning Compliance Permit Permit No. CZ2014-036
The following information is to be supplied by the Applicant:
Property Owner/Applicant: City of Kodiak / Arcadis(Contractor POC: Roe Sturgulewski))
Mailing Address: 710 Mill Bay Road, Kodiak,AK 99615 / 880 H Street#101,Anchorage,AK 99501
Phone Number: (907)486-8068 / (907)276-8095
Other Contact email,etc.: gmelvin @city.kodiak.ak.us / roe.strurgulewski @arcadis-us.com
Legal Description: Subdv: ATS 1266,Tract A Block: Lot:
Street Address: 811 Rezanof Drive West, Kodiak,AK 99615
Use&Size of Existing Structures: Pier 3 marine freight terminal with 490' pier,27.5 ton capacity crane, 121'x 60'maintenance
garage with attached 40'x 20'office building,and outdoor shipping container storage area.
Description of Proposed Action: Remove existing pier extension and catwalk with breasting dolphins located at northeast end of
Pier 3. Construct a new 115'wide by 420'long pier and 378' long catwalk with breasting dolphins(combined length of 798')beginning
at the northeast end of existing Pier 3. Install approximately 1.6 acres of fill to fill in area between existing shoreline and new pier and
pave area between existing pavement and new pier.
Site Plan to include: Lot boundaries and existing easements,existing buildings,proposed location of new construction,access points,
and vehicular parking areas.
Staff Compliance Review: Current Zoning: Industrial KIBC 17.105 PROP ID 15849
Lot Area: 592.781 Acres Lot Width: 75' Bldg Height: Unlimited
Front Yard: 0' Rear Yard: 0' Side Yard: 0'
Prk'g Plan Rvw? Not Applicable #of Req'd Spaces:
Staff Compliance Review Notes:
Plat/Subdivision Requirements? Waterfront industry exemption from yard setback requirements applies(KIBC 17.105.040 B).
It is the applicant's responsibility to obtain all other Federal,State,and Local Government permits required for this project.
Subd Case No. Plat No. 93-48 BId'g Permit No. TBD
Does the project involve N/A If YES,do you have an EPA Return Receipt of N/A
an EPA defined facility? Notification?
"Permit will not be issued until receipt is submitted to
KIB"
Driveway N/A
Permit?
Septic Plan N/A
Approval:
Fire N/A
Marshall:
Applicant Certification: I hereby certify that I will comply with the provisions of the Kodiak Island Borough Code and that i
have the authority to certify this as the property owner,or as a representative of the property owner. I agree to have identifiable
corner markers in place for verification of building setback(yard)requirements.
Attachments? Site Plan List Other: ACOE permit app,project description,analysis,&mitigation docs
Date: Apr 11,2014 Signature: Glenn Melvin,City of Kodi Engineer
This permit is only for the proposed project as described by the applicant. if there are any changes to the
proposed project,including its intended use,prior to or during its siting,construction,or operation,contact
this office immediately to determine if further review and approval of the revised project is necessary.
**EXPIRATION:A zoning compliance permit will become null and void if the building or use authorized by such permit is not
commenced within 180 days from the date of issuance,or if the building construction or use is abandoned at any time,after the
work is commenced,for a period of 180 days. Before such work can be recommenced,a new permit must first be obtained. (Sec.
106.4.4 Expiration. 1997 UBC)per KIBC 17.15.060 A.**
CDD Staff Certification
Date: Apr 11,2014 CDD Staff: _1 L.Ma er
Payment Verification Zoning Compliance Permit Fee Payable in Cashier's Office Room#104-Main floor of Borough Building
After-the-Fact 2X the published amount
Not Applicable r $0.00 r $0.00
Less than 1.75 acres: r $30.00 r $60.00
1.76 to 5.00 acres: r $60.00 r $120.00
5.01 to 40.00 acres: r $90.00 E $180.00
40.01 acres or more: F>T $120.00 r $240.00
PAiD Qki 5\ 60'-
APR 1 1 2014 q\CV\
KODIAK ISLAND BOROUGH
FINANCE DEPARTMENT
PAY. =NT DATE Kodiak Island Borough BATCH NO.
04/11/2014 710 Mill Bay Rd. 2014-00000561
COLLECTION STATION Kodiak, AK 99615 RECEIPT NO.
CASHIER 2014-00001108
RECEIVED FROM CASHIER
CITY OF KODIAK Cashier
DESCRIPTION
CZ-2014-036 811 REZANOF DR W KODIAK, AK 99615
PAYMENT CODE RECEIPT DESCRIPTION TRANSACTION AMOUNT
Zoning Compl I Zoning Compliance Permit $120.00
Payments: Type Detail Amount
Check 511012 $120.00
Total Amount: I $120.00
Printed by: Cashier Page 1 of 1 04/11/2014 01:34:50 PM
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Ale *4
't! Office of the City Manager
710 Mill Bay Road, Room 219, Kodiak,Alaska 99615
September 5, 2013
Lisa Baughman
PND Engineers, Inc.
1506 West 36th Avenue
Anchorage, Alaska 99503
RE:Approval to Act as Agent
Ms. Baughman,
Please consider this as approval for you to act as the City of Kodiak's agent regarding the submittal
and acquisition of all necessary permits for the Pier 3 Replacement Project.
Sincerely,
CTYOFKODIAK •
Aimee Kniaziowski
City Manager
Cc: Project File
Telephone(907)486-86401 Fax(907)486.8600
aknlazlowald@clty.kodiak.ak.us
U.S.ARMY CORPS OF ENGINEERS Form Approved-
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB No.0710.0003
33 CFR 325.The proponent agency Is CECW-CO-R. Expires:31-AUGUST-2013
Public reporting for this collection of Information Is estimated to average 11 hours per response,including the time for reviewing instructions,searching
existing data sources,gathering and maintaining the data needed,and completing and reviewing the collection of information. Send comments regarding
this burden estimate or any other aspect of the collection of information,including suggestions for reducing this burden,to Department of Defense,
Washington Headquarters,Executive Services and Communications Directorate,information Management Division and to the Office of Management and
Budget,Paperwork Reduction Project(0710-0003). Respondents should be aware that notwithstanding any other provision of law, no person shall be
subject to any penalty for failing to comply with a collection of Information If it does not display a currently valid OMB control number. Please DO NOT
RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of
the proposed activity.
PRIVACY ACT STATEMENT
Authorities:Rivers and Harbors Act,Section 10,33 USC 403;Clean Water Act.Section 404,33 USC 1344:Marine Protection,Research,and Sanctuaries
Act,Section 103,33 USC 1413:Regulatory Programs of the Corps of Engineers;Final Rule 33 CFR 320-332. Principal Purpose:Information provided on
this form will be used in evaluating the application for a permit. Routine Uses:This information may be shared with the Department of Justice and other
federal,state,and local government agencies,and the public and may be made available as part of a public notice as required by Federal law. Submission
of requested information is voluntary,however,if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set
of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application(see
sample drawings and/or Instructions)and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application
that Is not completed in full will be returned,
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO. 2, FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETE
(ITEMS BELOW TO BE FILLED BY APPLICANT)
5. APPLICANT'S NAME 8. AUTHORIZED AGENTS NAME AND TITLE(agent is not required)
First•Aimee Middle- Last-Kniaziowski First-Lisa Middle- Last-Baughman
Company- City of Kodiak Company- PND Engineers,Inc.
E-mall Address-AKniaziowski @city.kodiak.com E-mall Address-LBaughman @pndengineers.com
6. APPLICANT'S ADDRESS: 9. AGENTS ADDRESS:
Address- 710 Mill Bay Road Address- 1506 W.36th Ave
CIty- Kodiak State- AK Zip-99615 Country-USA City- Anchorage State- AK Zip-99503 Country-USA
7. APPLICANT'S PHONE NOs.wIAREA CODE 10. AGENTS PHONE NOs.wIAREA CODE
a. Residence b. Business c. Fax a. Residence b. Business c. Fax
907-486-8640 907-561-1011 907-563-4220
STATEMENT OF AUTHORIZATION
11. I hereby authorize, PND Engineers,Inc to act in my behalf as my agent in the processing of this application and to furnish,upon request,
supplemental information in supped of this • appticati
NAME,LOCATION,AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE(see instructions)
Kodiak Pier 3 Replacement
13. NAME OF WATERBODY,IF KNOWN(if applicable) 14. PROJECT STREET ADDRESS(if applicable)
Chiniak Bay Address
15. LOCATION OF PROJECT
Latitude:•N 57.7819 Longitude:'W -152.4384 City- State- Zip-
•
18. OTHER LOCATION DESCRIPTIONS,IF KNOWN(see instructions)
State Tax Parcel ID Municipality Kodiak Island Borough
Section- 1 Township. 28S Range- 20W
ENG FORM 4345,JUL 2013 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3
17, DIRECTIONS TO THE SITE
From the Kodiak Airport,drive north on Rezanof Dr.W.to the project site on the right.
18. Nature of Activity(Description of project,include all features)
See attached.
19. Project Purpose(Describe the reason or purpose of the project,see Instructions)
See attached.
USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s)for Discharge
See attached project description.
21. Type(s)of Material Being Discharged and the Amount of Each Type in Cubic Yards:
Type Type Type
Amount in Cubic Yards Amount In Cubic Yards Amount in Cubic Yards
Fill;36,000CY Rock; 10,500CY
22. Surface Area in Acres of Wetlands or Other Waters Filled(see instructions)
Acres I.6
or
Linear Feet
23. Description of Avoidance.Minimization,and Compensation(see instructions)
See attached.
ENG FORM 4345,JUL 2013 Page 2 of 3
24. Is Any Portion of the Work Already Complete?Oyes Eltsto IF YES,DESCRIBE THE COMPLETED WORK
25. Addresses of Adjoining Property Owners,Lessees,Etc.,Whose Property Adjoins the Waterbody to mole than can be entered here,please attach a supplemental r sq.
a.Address- Maritime National Wildlife Refuge-95 Sterling Highway,Suite I MS 505
City- Homer State- AK Zip-99603
b.Address- State of Alaska Department of Transportation and Public Facilities-PO Box 112500,3132 Channel Drive
City- Juneau Stale- AK Zap-99811
c.Address- City of Kodiak-PO Box 1397,710 Upper Mill Bay Road,
City- Kodiak State- AK Zap-99615
d.Address- State of Alaska 550 West 7th Ave
city- Anchorage State- AK Zip-99501
e.Address-
City- State- bp.
28. List of Other Certificates or Approvals/Denials received from other Federal,State,or Local Agencies for Work Described in This Application
AGENCY TYPE APPROVAL* IDENTIFICATION DATE APPLIED DATE APPROVED DATE DENIED
NUMBER
Would include but Is not restricted to zoning,building,and flood plain permits
27. Application is hereby made for permit or permits to authorize the work described in this application. I certify that this information in this application is
complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the
applicant. -
✓f Z9e" TU•E OF CANT D E SIGNATURE OF AGENT DATE
The Application must be signed by the person who desires to undertake the proposed activity(applicant)or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C.Section 1001 provides that:Whoever,in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies,conceals,or covers up any trick,scheme,or disguises a material fact or makes any false,fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false,fictitious or
fraudulent statements or entry,shall be fined not more than$10,000 or imprisoned not more than five years or both.
ENG FORM 4345,JUL 2013 Page 3 of 3
City of Kodiak-Pier 3 Replacement Rev 00 Alternatives Analysis
Kodiak Pier 3 Replacement- Alternatives Analysis
1.0 Purpose and Need
The City of Kodiak (the City) is proposing to replace the existing Pier 3 located on Rezanof Drive W. near
the foot of Pillar Mountain and the south side of Kodiak. The facility is the only containerized crane
facility serving Kodiak and currently handles the majority of the incoming freight that supports the
community's lifestyle. Additionally,the facility handles the majority of the outgoing freight and seafood
exports for the City and community.
Frequent and extensive maintenance has allowed the existing facility to survive beyond its initial design
life. The current facility is nearing its operational life due to corrosion and wear. The facilities existing,
outdated 50 foot-gauge crane poses limitations on how height and reach for containers that can be
stacked on incoming vessels because of crane limitations. Additionally, parts required for maintenance
and repair of the aging crane are becoming more and more difficult and expensive to find, limiting the
economic life. The current draft depth and onsite storage space at the facility is also inadequate for
modern and potential future cargo vessels which are much larger than the pier was originally designed
to accommodate. With the pier reaching the end of its useful life, it must be retrofitted or replaced. The
proposed Pier 3 replacement will accommodate the current and growing demands of the regional
community by providing a modern, high-capacity marine facility as well as provide some additional,
much needed, onsite storage area for the transfer and staging of materials.
2.0 Site Locations Analysis
The site proposed on the permit drawings is the preferred location for this facility as it provides deeper
draft depths, a more sheltered wave climate and would increase the staging area as compared to the
existing facility.Additionally,this site is directly adjacent to the existing facility that is anticipated to
remain in use for light staging and traffic flow until such a time as it is deemed unsound. Construction of
the facility on the west(airport)side of the existing pier was evaluated in detail, however shallower
draft depths and a more exposed wave climate quickly ruled out this area.
Other sites around the island have been evaluated previously in the Kodiak Waterfront Master Plan and
the Kodiak Pier 3 Design Study Report.
3.0 Dock Construction Analysis
Two types of construction,a pile supported pier(Option A) and a sheet pile dock(Option B),were
considered for the new facility. Option A is the proposed alternative outlined in the permit package.
Option B is shown in the attached concept drawings for comparison. A brief description of each type of
structure is given below.
Option A—Pile Supported Pier
Page 1
City of Kodiak-Pier 3 Replacement Rev 00 Alternatives Analysis
This option consists of a pile supported pier with precast concrete deck panels, steel framing and a sheet
pile backwall.The approach to the new pile supported pier would be infilled with gravel and overlain
with asphalt as shown in the attached permit drawings. Gravel fill to construct the approach would be
held back by the pier pile cap as well as the sheet pile backwall structure.The pile supported structure
would extend from the approach fill out to approximately the-45'contour line along the dock face.
Armor stone and fill material would be placed seaward of the sheet pile backwall to protect the slope
and dissipate wave action beneath the pier. Minor dredging during construction would be required on
the west end adjacent to the existing pier to maintain the required draft depth for the project.
The proposed pile supported pier meets the project needs by adding additional staging area, increasing
the draft depth at the pier face and allowing for a larger, more modern, container crane than the
existing facility.As compared to Option B, a pile supported structure would have a much smaller coastal
footprint and require that much less fill be placed within the tidelands.This type of structure would,
however, require impact driving and possibly bedrock core drilling in order to install the support piles.
Some minor dredging, during construction, at the face of the pier would be needed on the west side to
accommodate the deeper drafts required for the new facility.
Option B—Sheet Pile Pier
This option consists of a sheet pile fill structure extending seaward along the existing dock to
approximately the-45' contour line along the dock face.The sheet piles would be constructed to form a
scalloped front face with tail walls providing lateral support. Some areas near the east side of the dock
would require that a layer of gravel fill material be installed in order to minimize sheet pile lengths.
Some minor dredging, during construction, at the face of the pier would be needed on the west side to
accommodate the deeper drafts required for the new facility.
A sheet pile structure would meet the project needs by adding additional staging area, increasing the
draft depth at the pier face and allowing for a larger container crane than the existing facility.As
compared to Option A,a sheet pile structure would have a much larger coastal footprint and require a
much larger volume of fill be placed in the tidelands for construction. Aside from impact driving of the
dolphin piles, sheet pile structures can typically be installed via vibration hammers.Some minor
dredging would be required on the west side of the pier in order to accommodate the deeper dredge
depths required.
Results of a geotechnical investigation at the site revealed weak compressible soils in the area as well as
deep bedrock.The sheet pile structure depends on the stability of the soil, particularly under seismic
events to prevent global slope failures. Due to the low soil strengths, compressibility of the soils,the
deep bedrock and the required height of the fill structure it was found during preliminary design that a
sheet pile fill structure of this magnitude was not a practical alternative for this site.
4.0 Summary and Conclusions
Other potential site locations were evaluated in previously performed studies and arrived at the
currently proposed location as the preferred location for the new pier. Placement and orientation of the
Page 2
City of Kodiak-Pier 3 Replacement Rev 00 Alternatives Analysis
pier at the proposed site have also been studied in detail in previous reports and concluded that the
proposed layout is the most efficient means of utilizing the space available.
Following review of the geotechnical data at the site only the pile supported pier,Option A, is feasible
for construction and meets the project requirements. In addition to being the only feasible alternative at
this site,this option offers the lowest coastal footprint of the two types of structures evaluated, making
it the least environmentally damaging practicable alternative for construction.
Page 3
City of Kodiak-Pier 3 Replacement Rev 00 Project Description
Kodiak Pier 3 Replacement - Project Description
The City of Kodiak (the City) is proposing to replace the existing Pier 3 located on Rezanof
Drive W. near the foot of Pillar Mountain and the south side of Kodiak. Currently, the
shipping company Horizon Lines (Horizon) operates Pier 3,leasing it from the City.
Horizon offloads containers for the City twice a week from a D-7 class container vessel.
The existing 365 foot long 60 foot wide Pier 3 structure and 50 foot-gauge crane were put
into service in 1972 and are in very poor condition.
Frequent and extensive maintenance has allowed the existing facility to survive beyond its
initial design life. The current facility is nearing its operational life due to corrosion and
wear. The outdated 50 foot-gauge crane poses limitations on height and reach for containers
that can be stacked on incoming vessels because of the crane limitations.Additionally,parts
required for maintenance and repair are becoming more and more difficult and expensive to
find,limiting the crane's economic life.The current draft depth and onsite storage space is
inadequate for the modem and potential future cargo vessels which are much larger than the
pier was originally designed to accommodate. The proposed Pier 3 replacement will
accommodate the current and growing demands of the regional community by providing a
modern,high-capacity marine facility as well as provide some additional,much needed,
onsite storage area for the transfer and staging of materials.
The proposed project will be constructed adjacent to the east end of the existing Pier 3 and
will be approximately 115-ft wide and 420-ft long. Minor dredging of the ocean floor will
allow for water depths of approximately-45ft MLLVG'at the face of the new pier.To the
greatest extent possible dredged materials will be reused in the areas on the eastern side of
the new pier where fill is required.The new pier will be approximately 1.11 acres total with
approximately 1.6 acres of fill placed below High Tide Line.
The back wall is proposed to be constructed utilizing a high-capacity sheet pile bulkhead
system. A rock revetment will be installed below mean low water and above the mean high
water level to dissipate wave action at the pier face and protect and stabilize the underlying
fill slopes.
The pier is proposed to be constructed utilizing concrete deck and high-capacity steel
framing on steel piles. A fender pile system,dock face beam,bullrails and heavy duty
bollards are planned along the entire face of the new section of pier.The seaward 10 feet of
the dock face will be utilized for line handling during ship berthing and will not be utilized
for cargo or day to day traffic.This section of the dock will be designed to drain either
through crane electrical cable trench drains or directly off of the end of the pier. The
remainder of the new pier will be sloped so that the storm water drains into an on-shore
Page 1
r V
City of Kodiak-Pier 3 Replacement Rev 00 Project Description
oil\water\grit separator prior to discharge. The electrical,potable water, firewater and
sewage disposal systems will tie into the existing utilities. Lighting will meet Occupational
Health and Safety Administration (OSHA) requirements at all ship unloading and yard areas.
Estimated Project Quantities
PROJECT TOTAL BELOW HTL BELOW MHW
— - I
Pier Total Rock Pile Area of Volume Volume Area of Volume Volume
Area Fill (CY) (ea) Fill of Fill of Rock Fill of Fill of Rock
(Acres) (CY) (Acres) (CY) (CY) (Acres) (CY) (CY)
New Pier 1.11 42,000 10,500 120 1.60 36,000 10,500 1.55 35,000 9,200
Page 2
City of Kodiak-Pier 3 Replacement DRAFT— Rev 00 Mitigation Statement
Kodiak Pier 3 Replacement- Mitigation Statement
The project results in a low loss of a low quality habitat. The project site is not within a part of a special
aquatic site,wetland adjacent to anadromous fish stream,anadromous fish stream, river, lake, riparian
area, or a tidal flat. The existing shore protection and gravel beach is very steep and is not a high value
aquatic ecosystem. As such, no compensatory mitigation is proposed for this project. The following
describes the measures to be taken to minimize impacts to waters of the United States relative to the
proposed construction of the project.
1) Work in waters of the U.S.will be conducted in accordance with the terms and conditions of the
Corps of Engineers permit.
2) The location selected for the project is in a heavily utilized maritime area where marine wildlife
is already used to existing traffic patterns.
3) Use of a sheet pile back wall and pile-supported pier will minimize the amount of fill below the
Mean Low Lower Water(MLLW).
4) New armor rock,filter rock and fill will be placed at 2:1 slope angle to minimize the amount of
fill.
5) Though it is necessary to extend fill seaward for this project all areas of new armor rock are to
be placed in areas where armor rock slope protection has already existed for some time. No
virgin beachfront or tidelands will be impacted by the project.The existing beachfront slope will
be altered to provide a shallower slope.
6) Placement of armor rock and fill will occur during lower tidal cycles to avoid or minimize in-
water work. Armor rock used for the authorized work will be clean,free from pollution in toxic
amounts. Armor rock and filter rock will be free of fine sediments to the extent practicable,to
reduce suspended material from entering the water column during tidal cycles.
7) Larger diameter piles have been designed to reduce the number of piles, reduce the amount of
time affecting the aquatic organisms during construction and reduce post construction effects
on the aquatic ecosystem by increasing the pile spacing.
8) The final installation method for the support pile is unknown at the time of permit submission.
Several possibilities for installation are listed below;
a. Impact Hammer—Drill an oversized pilot hole for support pile into bedrock. Drive steel
support piles as deep as practicable with vibratory hammer into the pilot hole. Using an
impact hammer with a pile cushion between the hammer and pile to attenuate sound,
drive pile to required capacity into bedrock.
b. Down Hole Drill—Install down hole hammer\drill onto pile tip. Drill pile into bedrock
foundation to required depth leaving drill bit in place at bottom of hole.This method
Page 1
City of Kodiak-Pier 3 Replacement DRAFT— Rev 00 Mitigation Statement
will not require sound attenuation as the pile is installed at a much lower energy level
than a typical driven pile. Additionally, energy input into the pile through installation is
located at the pile tip elevation,as opposed to the pile top elevation, allowing sound
energy to dissipate through the soil.
9) Steel sheet piling on this project are not expected to require installation into bed rock. In case
of shallow bed rock, holes will be drilled in to the rock to ease the installation of the piles into
the rock.
10) To minimize unavoidable environmental impacts, Best Management Practices (BPMs)will be
used to minimize impacts on water quality, aquatic life,and the environment during
construction. Such practices include:
a. Impact driving will be required on all bearing piles.Vibratory methods may be used
for initial setting and driving of all of the piles. Fender pin piles may be installed
using a vibratory hammer exclusively, if possible.
b. Excess of waste materials will not be allowed to enter the waters. All such materials
will be collected and recycled or disposed of at an approved facility.
c. Care will be taken to prevent any petroleum products or other toxic or deleterious
materials from entering the waters. Fuel hoses,oil drums, oil or fuel transfer valves
and fittings, etc., will be checked regularly for drips or leaks, and shall be maintained
and stored properly on secondary containment pallets to prevent spills.
d. The contractor will have a spill kit with oil absorbent materials on site to be used in
the event of a spill or if any oil product is observed in the water.
e. The contractor is responsible for the preparation of a Spill Prevention, Control, and
Countermeasures (SPCC) plan to be used for the duration of the project as required
by permitting agencies.
Page 2
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HIGH TIDE LINE (HTL) +10.7' � ST.HERMAN ,f
MEAN HIGH WATER (MHW) +7.6' $.7 HARBOR °j4r
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SCALE IN MILES ` , • i�%
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• PROPOSED ACTIVITY: KODIAK PIER 3
E INSTALLATION OF SHEET PILE VICINITY MAP AND
WALL AND PILE SUPPORTED PROJECT LOCATION REPLACEMENT
0
PIER FOR DEEP DRAFT VESSELS
E ADJACENT PROPERTY OWNERS:
• STATE OF ALASKA, CITY OF
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• KODIAK, US FEDERAL GOV'T 1. ' ' /4� CITY OF KODIAK
Y DATUM: 0.0' MLLW �"• 2410 MILL BAY RD AT: CHINIAK BAY
• PROJECT LOCATION: KODIAK, ALASKA 99615 KODIAK, AK
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HIGH TIDE +101' — -
ki u�x �mwmn� �xw +zo SCALE IN FEET ■
MEAN LOWER LOW WATER (MLLW) mr .-^ '~�_--- -- �----_
\
.2 o 100 200 300 400 ' '' ^ _`
~ '. /���- _����`� -` -'
PROPOSED ACTIVITY:
ig
INSTALLATION OF SHEET PILE EXISTING SITE PLAN KODIAK PIER 3
WALL AND PILE SUPPORTED REPLACEMENT
PIER FOR DEEP DRAFT VESSELS
• ADJACENT PROPERTY OWNERS:
1 STATE OF ALA5KA, CITY OF
/ KODIAK, US FEDERAL GOV'T CITY OF KODIAK
3 ' �� 2410 MILL BAY RD
E DATU�� 0.0 �LLYV \� � AT: CHINIAK BAY
� KOU|AK. ALASKA 99615 KOD|AK AK
� PROJECT LOCATION- `�~ �� \
� . ^ . ~ ' PHONE� 7/ 488-80h5 ''`~''''" '`'`
1 1 , I
TIDAL DATUM �/ / ° jj�ij����� NEW MOORING DOLPHIN/
HIGH TIDE LINE (HTL) +10.7' ,, / ' ° `1 / 1 I t/r i l ; 1 11 1 I I 1! / / /
MEAN HIGH WATER (MHW) +7.6' '' , k\ I I 1111, 1 1 11 , 1 III / / /
MEAN LOWER LOW WATER (MLLW) 0.0' \ I,it:::":46rsr./.. \ HI I 1 I I i + 1 I i r // // '
✓�,w �' �\ 1,1111; r11J Jrrr / !
s \ 11 1111 rill +: / /
LEGEND / �` �\ . ii1i,11ilr/ //%"/i o%E:•ice ARMOR ROCK / _ �11 r •/ l/I/1//I/////////
/� - . 1 III /,-/j/////, //////. i'
NEW PAVEMENT / \\ ,z` / J�11/I Iflr//�///!//�!l/,/ , //
' NEW OIL/WATER/GRIT AK,• /_!_: ' ' /S•a/%/// O ////// / , /
e NEW PILES (150) s SEPARATOR, TYP �\ - -/4J /!/J/ 1!/�'�//4iii� / !
T! • / /.•,///// / /1 b111 f 1 / / /"
( / /j NEW LIGHTING, TYP,/' .?4; /,iis�7,,i5/' /l),/r) \1 11 I !/
/-% / `. It- X..1"::"-▪! Oi i�/ !//�//% ' / NEW CATWALK, TYP
/ viE ARMOR /� /// ;/ / 1 / _I !
�� „,,__/_=___--_ �o ./ROCK .i, ��/! / ! /.,// 1 \ ; J /
�j / / / } +.� � FILTER/• „'i i'/ l l / \ 1 , / I
,f' c'EXISTING PAVEMENT /,,”
re ' s73r ROCK • - .O; // / / 1 \ 1 1
tom""
' ..' i1-` NEW PAVEMENT ~ "rw•+'Y -..// NEW BREASTING /
i •/ i.t ...,_c-• // ''_--:-/_e_.--y�►. o : RN...... /j j /DOLPHIN, TYP //
EXISTING CONNEXES F - e_7 '7 � ��` / / / I 1 I /
TO BE/REMOVED jai`?`.. '�;`�! .o' :y', ') % j/ /// % j /I 11 j %
'y NEW FENDER, TYP / / , /
F!" =S.� 6PG N. ///// / / / //
x - 7S, / - Q i / / / /
7
•
;.. ' EXISTING ' ' --r- i - -� NEW OPEN CELLS BULKHEAD /,, // I
SHOP _ "' PIPE PILE, TYP���/� % / /
;/' f NEW TRENCH DRAIN -/ i
./4 Vo:
�: -Pp - ,�3IA3
� � ! '\mss_//` f
3 `� / SCALE IN FEET
DREDGE 4 /
// EXTENTS / !t` "-APPROXIMATE 0 50 100 150 200
/ „,/\-1, ,,,' , ', / FILL LIMITS
�� re //, I // Q e�
�+ /"/ii/” ' PIER CONSTRUCTION QUANTITIES
/, - i 4``S'" /;/ / \ NEW PIER 1 1/- \
" '////////,/ //j ' I f E- 11 \I i TOTAL (Cr) BELOW MHW (CY) BELOW HTL (CY)
I• /.- j / / I I PINCH PILES 1��;� _� I FILL 42,000 35,000 36,000
P /,' ,.'r - 5 f /� i /// / // / t ��� / ROCK 0 500 9 200 0 50
10,500 1 0
' /.. , °' --' ///'!// i l \ "'-` V_ DREDGE 6,400 N/A ...-- --- N/A._
P ' ��' / //� DREDGE EXTENTS vv �
• f;- � / /,.. / \c PIER CONSTRUCTION AREAS
y; ! • / /� //!// NEW CATWALKS & DOLPHINS v ",
/"! / /b -;/ /// / \. Jk \� \ TOTAL (AC) BELOW MHW (AC) BELOW HTL (AC)
_ / // //// EXISTING PIER 3 \
d,y�A��� i././ �iii// \ \ \\ \\ FILL/ 2.0 1.55 1.6
• _ �f: //,//// \\ 1 \ \ ROCK
' -T, ! //// ■∎ 1 \ \ .
' /!::// ,/ \ \ \ \
e
s PROPOSED ACTIVITY: KODIAK PIER 3
.E INSTALLATION OF SHEET PILE MARINE PIER PLAN
WALL AND PILE SUPPORTED REPLACEMENT
1 PIER FOR DEEP DRAFT VESSELS
I ADJACENT PROPERTY OWNERS:
STATE OF ALASKA, CITY OF Q._ir
KODIAK, US FEDERAL GOV'T ;�- 1* t a� CITY OF KODIAK
'''s 1' 2410 MILL BAY RD
• DATUM: 0.0' MLLW 4. � x AT: CHINIAK BAY
G KODIAK, ALASKA 99615
Y PROJECT LOCATION: z PHONE: (907) 486-8065 KODIAK, AK
• SEC. 6, T28S, R19W, S.M. 41.AS`c°'' FAX: (907) 486-8066 9/13/2013 SHEET 3 of 8
v
-EL +19.5' ± TOP
STEEL BEAMS
- / OF ASPHALT PAVING
CRANE CRANE / ANCHOR
RAIL PILE RAIL / PILE
iCO NCRETE / TRENCH DRAIN c.
PLANK DEK r I APPROXIMATE
/ 0.5% I EXISTING GRADE
TOP OF CONCRETE _
DOCK ELEV 20't ! — ---;i_ 8'�. --
HTL 10.T • II IIIIy/ y,� t ANCHOR
T.O. ARMOR ROCK , -
• �I PILE CAP, TYP e > > :'• �-- I PILE
4 MLLW 0 I I ARMOR ROCK9 t e► 'y /, FILL--
\ ��\y S° I �=
it �i�!/„ / / I1,1I V / ^-izr T
B.O. ARMOR ROCK ��2 /j 1111,V r_ _
FENDER PILE -18't , T
R ROCK �- "// �-. —
FILTER -_ r - .• -� -
1�=:a- \%w° \-SHEET PILE
4""..`', `;\> `' - BULKHEAD
ope ////s>B.O. FILTER ROCK
-45'± \ /'''''.JA��
.--''�� BEDROCK
°- (APPROX)
B —....---30"0 - 48"0 r- /
PILE, TYP --<_:
L_T.J c
APPROXIMATE -- -, T!
,
EXISTING --t
GRADE __
E -
a — o
TYPICAL PIER SECTION A—A
NTS OfaT
ai
S
8 91.131
13
APPROXIMATE SCALE IN FEET
= ■
a. 0 15 30 45 60
8
2
PROPOSED ACTIVITY: KODIAK PIER 3
INSTALLATION OF SHEET PILE TYPICAL PIER
WALL AND PILE SUPPORTED SECTION AT FILL REPLACEMENT
1 PIER FOR DEEP DRAFT VESSELS
ADJACENT PROPERTY OWNERS:
E
STATE OF ALASKA, CITY OF OF -k
i- ', CITY OF KODIAK
KODIAK, US FEDERAL GOVT _� 2410 MILL BAY RD
DATUM: 0.0' MLLW ~A KODIAK,I ALASKA 99615 AT: CHINIAK BAY
Is
PROJECT LOCATION: PHONE: (907) 486-8065 KODIAK, AK
SEC. 6, T28S, R19W, S.M. '9CASK� FAX: (907) 486-8066 9/13/2013 SHEET 4 of 8
. i
STEEL BEAMS EL +19.5' ± TOP
r /OF ASPHALT PAVING
CRANE CRANE ANCHOR
RAIL PILE RAIL PILE
c.
CONCRETE TRENCH DRAIN 1 I / PLANK DECK I
I APPROXIMATE
TOP OF CONCRETE rr 0'5%
EXISTING GRADE I
DOCK ELEV 20'1 Ii• ---ii— pr,-/ li'����2 I
HTL 10.7' 1, II IIII t0A.// I ANCHOR
MHT 7.6' II' "-PILE CAP, TYP Al D:'ARMOR ROCK::/;1\2„\1\24.!....V‘FILL— -' � 1 PILE
YYY /�MLLW 0 � ARMOR ROCK +9' // ;l ' S // I
�:ir /,;, '/ iii`".�• y
17 t>� ��< ��-i _ '
,B.-6 ARMOR OR 1 /'1...:1- \\\\i /ice \ c T r=L-
FEND ER PILE ,/ -18'± '' it/' //\\`/K \`/.\\`\/ —7 .._—_ �_
FILTER ROCK .;,..e.:!';'/ �// / //i'' _'
B.O. FILTER ROCK �•.. `\
-45'f r SHEET PILE
� _ BULKHEAD
c
PILE, TYP
1 BEDROCK
(APPROX) /��
\--APPROXIMATE /'
EXISTING T —z
--;7 ' �
GRADE --
b
e r�
a --7
g m TYPICAL PIER SECTION B-B
5 NTS
D
91%313
APPROXIMATE SCALE IN FEET
` '_ w
v 0 15 30 45 60
a
.
PROPOSED ACTIVITY: KODIAK PIER 3
INSTALLATION OF SHEET PILE TYPICAL PIER
9- WALL AND PILE SUPPORTED SECTION AT DREDGE REPLACEMENT
PIER FOR DEEP DRAFT VESSELS
0
ADJACENT PROPERTY OWNERS:
STATE OF ALASKA, CITY OF "§",m-
',2,-6
KODIAK, US FEDERAL GOV'T A.%j'O .? CITY OF KODIAK
, 2410 MILL BAY RD
• DATUM: 0.0' MLLW (-3 ' '4 AT: CHINIAK BAY
KODIAK, ALASKA 99615
PROJECT LOCATION: ., PHONE: (907) 486-8065 KODIAK, AK
SEC. 6, T28S, R19W, S.M. 9LA'SKP` FAX: (907) 486-8066 9/13/2013 SHEET 5 of 8
s
2
• 1 - , (
PIPE BULLRAIL PILE
I 7% PILE
j% CATWALK LANDING
IIIIIII I 7
i
NOTE:
NO FENDER ON --
MOORING DOLPHIN
�II \ ,-,. „...
WPt
CATWALKS NOT
SHOWN FOR CLARITY
PIPE THRU
BOLLARD 1
STEEL PIPE BOLLARD :, I la ti--''N
1 OI o
Al
C' J
0.L -, .,
\J
EL 25'
•
FENDER UNIT ENERGY / :
ABSORBER, TYP „+ I _� •
,`•,\ ~__~ CATWALK LANDING
SUPPORT PILE
"• \\
STIFFENER PL, TYP \
\1
\,
\ \ \ I`� ACCESS LADDER
/I / \
30"-36"0 KING PILE ' / \,; \, \\\, °
\
30"-36"0 BATTER PILE, TYP-/ � I \+
M I
°
Dom`
I BREASTING/MOORING DOLPHIN 9
1.1
o NTS
ii
Q
PROPOSED ACTIVITY: KODIAK PIER 3
INSTALLATION OF SHEET PILE PROPOSED
g WALL AND PILE SUPPORTED DOLPHIN DETAILS REPLACEMENT
PIER FOR DEEP DRAFT VESSELS
• ADJACENT PROPERTY OWNERS:
s STATE OF ALASKA, CITY OF OC*A�,
/ KODIAK, US FEDERAL GOV'T �-� 7°: CITY OF KODIAK
Y 2410 MILL BAY RD
DATUM: 0.0' MLLW 1 ,; KODIAK, ALASKA 99615 AT: CHINIAK BAY
orb KODIAK, AK
Y PROJECT LOCATION: . <<4Mi/./ PHONE: (907) 486-8065
• SEC. 6, T28S, R19W, S.M. ° ! 5 1` FAX: (907) 486-8066 9/13/2013 SHEET 6 of 8
,-PIPE BULLRAIL
/
EL + 20' - - D VkINO_------
TOP OF PIER -- - 9■
1A/I13
MHW +10.7'V
/-FENDER FACE
MHW +7.6' V --
- -_ P IN
—- _ 7-FEN DRODER UNIT
F
MHW 0.0' V
ACCESS STEEL PIPE
LADDER 'SLEEVE, TYP
E
NOTE: NEW 24"-30"0
a STEEL CAP & BEARING PILES .../PIN PILE, TYP
NOT SHOWN FOR CLARITY
i
a
N
-45'±
- -,- m. ,. ;.?7,� \<77 'T''— —
I
2
0
FENDER
Q
PROPOSED ACTIVITY: KODIAK PIER 3
INSTALLATION OF SHEET PILE PROPOSED FENDER
WALL AND PILE SUPPORTED REPLACEMENT
1 PIER FOR DEEP DRAFT VESSELS
D
P. ADJACENT PROPERTY OWNERS:
STATE OF ALASKA, CITY OF !Cp
KODIAK, US FEDERAL GOV'T F ''d CITY OF KODIAK
r� 2410 MILL BAY RD
DATUM: 0.0' MLLW .o' , ;; ,N 1� AT: CHINIAK BAY
8 = \,; ,, KODIAK, ALASKA 99615 KODIAK, AK
Y PROJECT LOCATION: ' ,, _1; PHONE: (907) 486-8065
SEC. 6, T28S, R19W, S.M. 4AV! FAX: (907) 486-8066 9/13/2013 SHEET 7 of 8
Pi
j(k %„,--- �- - --- /�-�I
7/ EXISTING
i
y� SHOP ` j OIL/WATER/GRIT
/ ^ /SEPARATOR
rl` OIL/WATER/GRIT/ .,'.-j�/�
SEPARATOR i ,---- CELL''-",
BULKHEAD
� , ,TRENCH OUTFALL.-
`- I �0-T/ RENCH ° DRAIN i.
DRAIN i,`'�of,
V / DECK-\ / ' //X'f
EDGE ,/,..$0,,,,,f,
c, ',. ABOVE , .' NEW „, //\\�3� '�
s��� ,r`'` �y��',j�ARMOR ROCK /^ / }' - N
, , } ✓ ' `
/y!\� / �, r ,....1) ,I, . x,. _J OPEN CELLS C ' n >J -•
- ,-0 ti BULKHEAD / e 'C , ,:! NEW
/ .." t h a FILTER ROCK ' .<� , ti r% DECK- .: q A,r EDGE°.7 ---
fi ABOVE
WEST END OUTFALL PLAN EAST END OUTFALL PLAN
SCALE IN FEET
I - - ��
N
0 50 100 150 200
PROPOSED
OIL/WATER/GRIT
SEPARATOR -NEW/EXISTING RIPRAP
/
/ / SHORE PROTECTION
/ FINISHED/EXISITING -PROPOSED
GRADE <„: ' SCREEN OUTLET
PROTECTION OR
TIDE FLEX' VALVE
E
S=1%± %- (/ 7 HTL EL=+10.7
P,-.
INV EL 9.0t
V- PROPOSED HOPE OR .r = MHW EL=+7.6 D
CMP OUTFACE PIPE
91,13113
1. TYPICAL OUTFALL SECTION
T. NTS
o'
PROPOSED ACTIVITY:
INSTALLATION OF SHEET PILE OUTFALL KODIAK PIER 3
N WALL AND PILE SUPPORTED DEVELOPMENT REPLACEMENT
PIER FOR DEEP DRAFT VESSELS
D
ADJACENT PROPERTY OWNERS:
STATE OF ALASKA, CITY OF pF _,R,pe.
KODIAK, US FEDERAL GOV'T A• `, 'D CITY OF KODIAK
DATUM: 0.0' MLLW 2410 MILL BAY RD AT: CHINIAK BAY
KODIAK, ALASKA 99615 KODIAK, AK
PROJECT LOCATION: . .' PHONE: (907) 486-8065
SEC. 6, T28S, R19W, S.M. '9CASKr FAX: (907) 486-8066 9/13/2013 SHEET 8 of 8
3