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SPECIFICATIONS
FOR
REPAIR PIER AND INSTALL FENDERS PIER D2
AT
USCG SECTOR KEY WEST KEY WEST, FLORIDA
PROJECT NUMBER 07-M9472
AUGUST 2015
FINAL SUBMITTAL
COMMANDING OFFICER, CIVIL ENGINEERING UNIT MIAMI
15608 S.W. 117TH AVENUE MIAMI, FLORIDA
33177
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
TABLE OF CONTENTS
SECTION 01 11 00 GENERAL REQUIREMENTS
SECTION 01 32 01 PROJECT SCHEDULE
SECTION 01 33 00 SUBMITTAL PROCEDURES
SECTION O2 22 00 SELECTIVE DEMOLITION
SECTION 02 39 60 RESILIENT FOAM-FILLED MARINE FENDERS
SECTION 03 01 30 CONCRETE REHABILITATION
SECTION 05 50 00 MISCELLANEOUS METAL FABRICATIONS
SECTION 06 13 33 PIER TIMBERWORK
SECTION 31 62 19 TIMBER FENDER PILES
SECTION 33 32 16 SANITARY SEWER PIPES & SHIP-TO-SHORE-TIES
SUBMITTAL REGISTER
ENVIRONMENTAL REQUIREMENTS
ATTACHMENT 1 – ASBESTOS AND LEAD SURVEY REPORTS
ATTACHMENT 2 – STANDARD MANATEE, SEA TURTLE AND SMALLTOOTH SAW FISH
CONDITIONS FOR IN WATER WORK
ATTACHMENT 3 - ACOE PERMIT REQUIREMENTS
-- End of Project Table of Contents --
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
SECTION 01 11 00 - Page 1 of 8
SECTION 01 11 00
GENERAL REQUIREMENTS
PART 1 GENERAL
1.1GENERAL DESCRIPTION
The Work includes furnishing all labor, tools, equipment and materials to
perform bulkhead concrete restoration repairs, pier timber repairs,
installation of new fenders and utilities replacement at Pier D2, located
at the U.S. Coast Guard Sector Key West in Key West, Florida, including all
work as shown on the drawings and specified herein.
Base Bid Item:
1. Perform above mean high water concrete restoration repairs to Pier D2
concrete bulkhead on the north, west and south sides of the pier to
include 940 cubic feet of repair type SP3 along upper side of north
concrete seawall cap and 200 cubic feet of repair type SP3 along upper
side of the west concrete seawall cap.
2. Clean and coat one steel cleat and one steel bollard located on the south
side of pier D2.
3. Perform above mean high water concrete and timber repairs to the small
boat mooring piers located on the southeast side of Pier D2 to include 10
cubic feet of repairs type SP3 and 5 cubic feet of repairs SP2 on the
bottom and sides of the existing concrete pile caps; replacement of one
(1)4”x4”x1/4”x18” galvanized steel angle connecting a pier wood stringer
to the concrete pile cap with two (2) ¾” diameter galvanized steel thru
bolts with nuts and two (2) 3/4” galvanized concrete expansion anchor
bolts six inches long; replace 1,250 square feet of 3x12 wood deck on the
fueling pier with screw attachments; replace one (1) timber pile 1” inch
diameter galvanized steel thru bolt with O’Gee washers and nuts; replace
one (1) missing timber fender 3x12 cross bracing total 16 feet long with
eight (8) 1 inch diameter galvanized steel thru bolts with O’Gee washers
and nuts; replace one(1) missing type ‘D’ rubber fender; replace dolphin
wire rope with new 5/8” galvanized steel rope with 9 turns and clamps;
secure loose 20 feet length of electrical conduit with new galvanized
steel clamps @ 24” o.c. and galvanized steel screws.
4. Relocate eight (8) existing elliptical rubber fenders, six (6)5ft x 10 ft
and two (2) 6 ft x 12 ft, located on the northwest side of Pier D-2 to
the northeast side with new connecting hardware. Contractor shall provide
temporary storage of existing fenders at an onsite location to be
determined by COR.
5. Install four (4) new 5 ft x 8 ft elliptical rubber fenders on the
northwest side of Pier D2 and one (1) 5 ft x 8 ft elliptical rubber
fender on the southwest side of Pier D2.
6. Replace 650 linear feet of existing 4” diameter above grade flexible
sanitary sewer line located on north side of Pier D2.
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
SECTION 01 11 00 - Page 2 of 8
7. Provide three new sanitary-sewer ship-to-shore ties (marks SS#1.D2,
SS#2.D2, SS#3.D2)consisting of 4” check, 4” knife valve, supports, and
hose support stand on north side of Pier D2.
Unit Price Items
Provide unit prices for each of the following items for any amounts required
in excess of the base bid items indicated above. Include all labor, materials,
and equipment necessary to conduct the work in accordance with the plans and
specifications. Work under unit price items will commence only after approval
from the Contracting Officer.
Unit Price Item No. 1:
Provide a unit price per cubic feet for an estimated quantity of 5 cubic feet
to perform concrete spall repairs type SP1.
Unit Price Item No. 2:
Provide a unit price per cubic feet for an estimated quantity of 5 cubic feet
to perform concrete spall repairs type SP2.
Unit Price Item No. 3:
Provide a unit price per cubic feet for an estimated quantity of 5 cubic feet
to perform concrete spall repairs type SP3.
Unit Price Item No. 4:
Provide a unit price per linear feet for an estimated quantity of 5 linear
feet to perform concrete crack repairs type CR1.
Unit Price Item No. 5:
Provide a unit price per linear feet for an estimated quantity of 5 linear
feet to perform concrete crack repairs type CR2.
Unit Price Item No. 6
Provide a unit price item per linear feet to for an estimated quantity of 16
linear feet to replace a 3 x12 wood stringer.
Unit Price Item No. 7
Provide a unit price item per each to replace one (1) 4”x4”x1/4”x12” stainless
steel stinger clip angle embedded in concrete, including the removal of the
old angle and chipping and restoring existing concrete pile cap as required to
embed new angle.
1.2 TEMPORARY FACILITIES
a. None required.
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
SECTION 01 11 00 - Page 3 of 8
1.3 PROJECT PERFORMANCE PERIOD
The total contract performance period shall be 180 calendar days which
includes the time needed to submit, review and approve all material
submittals and complete all project record (closeout) documents.
1.4 HOLD POINT CONSTRUCTION INSPECTIONS
a. None required.
1.5 LOCATION
The work scheduled is located at:
U.S. Coast Guard Sector Key West
Pier D2
100 Trumbo Road
Key West , Florida 33040
1.6 INSPECTION PRIOR TO BID
Prospective bidders are encouraged to visit the site to familiarize
themselves with the existing conditions. Arrangements for visiting the site
may be made by contacting:
U.S. Coast Guard Sector Key West
100 Trumbo Road
Key West , Florida 33040
Attn: LT Emiliano Vasquez
Telephone: (305) 292-8756
E-mail: [email protected]
1.7 DRAWINGS ACCOMPANYING SPECIFICATION
Drawings to be used with these specifications shall consist of U.S. Coast
Guard Drawing No. M2063-D, 8 sheets.
1.8 WORK HOURS
The Contractor shall perform the Work at the site from Monday through Friday
from 7:30 AM to 3:30 PM. The Contractor shall not have access to the site
for the performance of any portion of the Work beyond these hours, during
federal holidays nor weekends.
1.9 SPECIFIC ENVIRONMENTAL REQUIREMENTS
All conditions indicated in the Florida Department of Environmental
Protection (FDEP) Authorization to Proceed included in Attachment 1 must be
met by the contractor and a copy of the Authorization must be maintained at
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
SECTION 01 11 00 - Page 4 of 8
the project site. All work must performed in accordance with FDEP approved
drawings. FDEP shall be notified in advanced of any project modifications.
Waste timber (CCA treated) must be transported to and disposed of in a State
approved/permitted Class I lined landfill in accordance with applicable
regulations. It must be protected from weathering and leaching by providing
a cover and storing on visquine or other impermeable surfaces while awaiting
disposal. The following are required submittals: Landfill receipts. COR
shall ensure this is done accordingly and documented.
Construction barge or work vessels must be tethered to avoid impacts to
submerged corals, sea grass, and hard bottom. If spudding must be utilized,
then the exact placement of spuds shall be diver assisted to ensure spuds
are placed on sandy bottom only that is devoid of benthic resources.
Best management practices must be implemented to maintain Water Quality
pursuant to Rule 62-302 F.A.C. At a minimum, BMP’s should include the use
of tarps and working enclosures to prevent solid waste and debris from
reaching the waterway.
Construction and demolition debris shall be disposed of at a permitted
facility in accordance with F.A.C. Rule 62-701.730. Contractor shall provide
copies of disposal receipts to the CG.
The contractor shall comply with all the recommendations contained in the
Asbestos and Lead Base Paint Surveys contained in the reports by EE&G
Environmental Services, LLC contained in Attachment 1. Findings indicate LBP
and Leaded paint are present within the project footprint. Contractor must
make sure these painted surfaces are not disturbed during construction.
The contractor shall implement Standard Manatee Protection Construction
Conditions and Sea Turtle & Sawfish Construction Conditions included in
Attachment 2.
1.10 AVAILABILITY OF UTILITY SERVICES
Reasonable amounts of the following utilities will be made available without
charge.
a. Electricity;
b. Potable Water.
Pay all costs incurred in connecting, converting, and transferring all of
the utilities to the Work. Make all utility connections (providing backflow
preventers, for example) and all utility disconnections (removal of
electrical transformers, for example).
Provide temporary sanitation facilities for all personnel under the
Contractor’s employ in conformance with the paragraph entitled Special
Contract Requirements of the Construction Contract.
1.11 UNDERGROUND AND CONCEALED UTILITIES
The utility locations shown on the drawing are diagrammatic, not exact.
Notify the COR and the cognizant utility companies at least 3 working days
before excavating. Mark the excavation route and intersecting utilities.
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
SECTION 01 11 00 - Page 5 of 8
The COR and utility company representatives will review the Contractor's
layout and notify the Contractor if any known utilities have been left
unmarked. Handwork shall be employed for soil removal around all buried
utilities. Buried utilities located within the area to be excavated shall be
shored up to prevent sagging, bending, breakage, and other damage.
1.12 UTILITY OUTAGES
Before interrupting or shutting down any utility, make a request for the
interruption to the COR at least 3 working days prior to the anticipated
interruption. Identify the utility, reason for interruption, proposed time
of interruption, and duration of interruption. Do not interrupt utilities
until authorized by the COR.
1.13 WORK COORDINATION
Closely coordinate all work with the COR in order to minimize disturbances
to personnel and operations.
1.14 CONTRACTOR USE OF PREMISES
The Work will be performed on a Coast Guard operational military
installation. Become familiar with and obey station fire, traffic, and
security regulations. Personnel under the employ of the Contractor shall not
stray from the immediate area of work or direct avenues of ingress and
egress unless authorized in advance by the COR. Provide movable high-
visibility safety fencing about all work areas and equipment lay-down areas
located outdoors.
1.15 ACCESS TO FACILITY
Access to U.S. Coast Guard Sector Key West is through a Navy controlled
access gate. The Navy requires all contract personnel accessing the facility
to have credentials under the RAPID Gate program managed by Eid Passport,
Inc. Each contracting and subcontracting company and venders shall be
enrolled in the program. Every employee of those companies who accesses the
facility must be registered in the program. Fees for enrollment and
registration shall be paid by the contractor. For instructions on enrollment
and registration in the RAPID Gate program contact Eid Passport customer
service at (877) 727-4342. The contractor needs to maintain this access
through the warrantee period, and not just the construction period.
1.16 STORAGE AREA
The Contractor will be provided a storage area in a location determined by
the COR. The Contractor shall be responsible for restoring the area to its
original condition at the completion of the work. The Contractor shall be
responsible for repair of any damage incurred to buildings or pavement as a
result of storage activities.
1.17 CLEANUP
The Contractor shall keep the work area, including storage area, free from
accumulations of waste materials on a daily basis and comply with all
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
SECTION 01 11 00 - Page 6 of 8
federal, state and local regulations pertaining to the storage, transport
and disposal of wastes. The Contractor shall not use Coast Guard waste
disposal facilities including garbage cans, trash piles or dumpsters. The
Contractor shall provide covered waste containers to temporarily store all
waste materials to prevent construction dust and debris from spreading onto
active areas of the Coast Guard facility.
1.18 STORM PROTECTION
Should warnings of winds of gale force or stronger be issued, the Contractor
shall take every practicable precaution to minimize danger to person, the
work, and to adjacent property. Precautions shall include, but not be
limited to, closing all openings, removing all loose materials, tools and
equipment from exposed locations, and removing or securing scaffolding and
other temporary work.
1.19 RECEIPT OF MATERIALS
Shipment of equipment, materials, and supplies shall be addressed to the
Contractor - not the Government. The Contractor must be on hand to accept
shipments; the Government will not accept shipments.
1.20 DELIVERY AND STORAGE
Equipment and materials shall be carefully handled, properly stored, and
adequately protected to prevent damage before and during installation, in
accordance with the manufacturer's recommendations. Damaged or defective
items shall be replaced at no additional cost to the Government. Location of
storage and staging area shall be designated by the Contracting Officer's
Representative. The Contractor shall be responsible for the security of all
delivered materials and equipment. The Contractor shall secure all materials
and equipment delivered to the site to prevent shifting or movement onto
active areas of the Coast Guard facility.
1.21 SECURITY
The Contractor shall provide the Contracting Officer with a list of names of
all personnel who will be working on the site 72 hours in advance of
commencing on-site activities. The Contractor may submit a revised list at
any time during the project. Only personnel on the approved listing will be
allowed onto the project site.
1.22 RECORD DOCUMENTS
The Record Documents shall be comprised of the Operation and Maintenance
Manuals and the Record Drawings. The Contractor shall maintain at the job
site (2) sets of full size Contract Drawings marked to show any deviations
which have been made from the Construction Contract Documents, including
buried or concealed construction and utility features revealed during the
course of construction. These drawings must be kept current with all
deviations marked daily and shall be available for review by the COR at all
times. These marked Contract Drawings shall form the basis for the Record
Drawings. The Record Drawings, along with the Operation and Maintenance
Manuals, form the project Record Documents (refer to section 01 33 00,
“Submittal Procedures”, for Operations and Maintenance Manuals compiling
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
SECTION 01 11 00 - Page 7 of 8
instructions and additional requirements). The COR must approve and sign the
project Record Documents (which include the Record Drawings) prior to
release of Final Payment. Final Payment will not be approved until the
marked Record Drawings are delivered to and approved by the Contracting
Officer. Final Record Drawings must be submitted prior to requesting final
inspection.
1.23 FINAL INSPECTION AND ACCEPTANCE
When the work is complete and ready for final inspection, submit a written
request for final inspection (at least with 10 days anticipation) to the
Contracting Officer.
1.24 WARRANTIES
All warranties and/or guarantees, either implied or expressed, for
individual equipment shall be endorsed to the Government.
1.25 FIELD TESTS
Notify the COR at least 2 working days in advance of the dates and times
scheduled for all field tests.
1.26 SAFETY:
During the execution of this contract, the Contractor shall conform to the
rules and regulations as set forth by OSHA Safety and Health Standards, 29
CFR Part 1926 - Safety and Health Regulations for Construction. The
contractor shall provide barriers, temporary fencing, trench covers, etc.
wherever work could cause injury to workers, visitors, Coast Guard
personnel, or dependents.
1.27 SAFETY PROGRAM
1.13.1 General
The Contractor is wholly responsible for work site safety. The Contractor
shall implement a safety program that protects the lives and health of
personnel in the construction area, prevents damage to property and avoids
work interruptions. The Contractor shall provide appropriate safety
measures including but not limited to barricades, signs and signal lights
as well as complying with the requirements of all applicable Federal, State
and Local safety laws, rules and regulations.
1.13.2 Compliance
The Contractor is specifically required to comply with the requirements of
the U. S. Army Corps of Engineers "Safety and Health Requirements Manual"
(EM 385-1-1, latest version available) and the “Accident Prevention” clause
(FAR 52.236-13). Once accepted, this safety plan shall become part of the
contract requirements. Note: This review/acceptance does not in any way
relinquish the Contractor from responsibility for work site safety nor the
obligation to comply with the OSHA regulations found in 29 CFR 1910 & 1926
or any other State or Local safety law, rule or regulation applicable to
the contract work. The Coast Guard will cooperate fully with the
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
SECTION 01 11 00 - Page 8 of 8
Department of Labor (Occupational Safety and Health Administration) in
their enforcement of OSHA regulations.
1.13.3 Safety Plan
The Contractor shall submit a written safety plan within seven (7) calendar
days following contract award. At a minimum, this plan shall describe the
Contractor's general safety program and identify specific safety provisions
for hazards incidental to the contract work such as elevated working
surfaces, working over water, working from floating work platforms,
overhead crane operations or similar conditions of the work.
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
Not used.
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
SECTION 01 32 01 - Page 1 of 2
SECTION 01 32 01
PROGRESS SCHEDULE
PART 1 GENERAL
Prepare a horizontal bar graph progress schedule using a time scale. The
project should be divided and subdivided into a sufficient number of work
activities that can accurately graphically display the work sequence,
activity duration, interplay of activities, and dollar value of each
activity.
1.1 RESPONSIBILITY
The Contractor is responsible for executing the work within the time stated
in the contract.
1.2 SUBMITTALS
1.2.1 FINAL PROGRESS SCHEDULE
Submit final progress schedule no later than 5 calendar days after receiving
the Notice To Proceed (NTP). A draft schedule is to be submitted before the
pre construction conference with time periods shown but without dates of NTP
and completion shown. Once a NTP date has been established, the dates are to
be filled in. By having the draft schedule at the pre construction
conference, the Contracting Officer and Contractor can discuss any apparent
inconsistencies or omissions, and approval can be expedited.
1.2.2 UPDATED PROGRESS SCHEDULE
Submit updated progress schedule every month along with the request for
payment.
PART 2 PRODUCTS
1.3 PROGRESS SCHEDULE
Progress schedule shall have project name, location, contract number, and
company name. The final progress schedule shall indicate the dates of the
Notice To Proceed and completion date, and shall be signed by the contractor
and the USCG Contracting Officer.
1.3.1 At the left side of the form, list in columns.
A. Activity Number and Description - At a minimum, break down the project
into 10 activities. If enough detail is given on the progress schedule, then
the activity breakdown may be done at the Contracting Officer's discretion.
Activities can be of various origins (i.e. by specification section, by
logical sequence of work, by breakdown used for bid estimates, etc.)
B. Specification Section Reference - This is optional. Use only if the
breakdown of activities directly correlates with the specification sections.
C. The Activities Percentage (i.e. 50%) or Weight (i.e..5) of the entire
contract based on Dollar Value - the cumulative percentage should add up to
100 percent.
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
SECTION 01 32 01 - Page 2 of 2
D. Estimated Value of the Activity - Profit and overhead shall be
distributed throughout activities. The total values shall add to the contract
amount.
1.3.2 Top of Form
Establish the time schedule across the top of the sheet for the entire
project duration. Divide the project into months, weeks, or days depending
on the length of the project and an appropriate time scale.
1.3.3 General
Lay out a bar graph opposite each activity, corresponding to the schedule
start date and extended for the scheduled duration of the activity. Indicate
the percentage of the activity which you intend to complete each week above
or below each bar.
PART 3 EXECUTION
1.4 UPDATING SCHEDULE
Update and submit progress schedule every month with progress payment showing
actual progress. Updated progress schedules shall include the original
information and an updated actual progress curve using a broken line.
1.5 DELAYS
If the Contractor knows or has reason to believe that the delivery of any
material or equipment, the shortage of qualified labor, delays caused by
others, or the occurrence of any other difficulty may cause delay in
executing the work as scheduled. He shall notify the Contracting Officer, in
writing, within 3 calendar days.
1.6 SAMPLE CHART
A sample progress chart is shown on the following page. This should only be
used as a guide. It displays the "type" of information which should be
included in the submitted progress schedules.
END OF SECTION
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
Section 01 32 01 - Page 1 of 3
SECTION 01 32 01
PROJECT SCHEDULE
1 GENERAL
Prepare a horizontal bar graph progress schedule using a time scale. The
project should be divided and subdivided into a sufficient number of work
activities that can accurately and graphically display the work sequence,
activity duration, interplay of activities, and dollar value of each
activity.
1.1 RESPONSIBILITY
The Contractor is responsible for executing the work within the time stated
in the contract.
1.2 SUBMITTALS
1.2.1 Final Progress Schedule
Submit final progress schedule no later than 5 calendar days after receiving
the Notice To Proceed (NTP). A draft schedule is to be submitted before the
preconstruction conference with time periods shown but without dates of NTP
and completion shown. Once a NTP date has been established, the dates are
to be filled in. By having the draft schedule at the preconstruction
conference, the Contracting Officer and Contractor can discuss any apparent
inconsistencies or omissions, and approval can be expedited.
1.2.2 Updated Progress Schedule
Submit updated progress schedule every month along with the request for
payment.
2 PRODUCTS
2.1 PROGRESS SCHEDULE
Progress schedule shall have project name, location, contract number, and
company name. The final progress schedule, with the NTP and completion
dates filled in, shall be signed.
2.1.1 At the left side of the form, list in columns.
a. Activity Number and Description - At a minimum, break down the
project into 10 activities. If enough detail is given on the progress
schedule, then the activity breakdown may be done at the Contracting
Officer's discretion. Activities can be of various origins (i.e. by
specification section, by logical sequence of work, by breakdown used
for bid estimates, etc.)
b. Specification Section Reference - This is optional. Use only if
the breakdown of activities directly correlates with the specification
sections.
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
Section 01 32 01 - Page 2 of 3
c. The Activities Percentage (i.e. 50%) or Weight (i.e..5) of the
entire contract based on Dollar Value - the cumulative percentage
should add up to 100 percent.
d. Estimated Value of the Activity - Profit and overhead should be
distributed throughout activities or listed as a separate line item and
distributed over the entire length of the project. The total values
should add to the contract amount.
2.1.2 Top of Form
Establish the time schedule across the top of the sheet for the entire
project duration. Divide the project into months, weeks, or days depending
on the length of the project and an appropriate time scale.
2.1.3 General
Lay out a bar graph opposite each activity, corresponding to the schedule
start date and extended for the scheduled duration of the activity.
Indicate the percentage of the activity which you intend to complete each
week above or below each bar.
3 EXECUTION
3.1 UPDATING SCHEDULE
Update and submit progress schedule every month with progress payment
showing actual progress. Updated progress schedules shall include the
original information and an updated actual progress curve using a broken
line.
3.2 DELAYS
If the Contractor knows or has reason to believe that the delivery of any
material or equipment, the shortage of qualified labor, delays caused by
others, or the occurrence of any other difficulty may cause delay in
executing the work as scheduled. He shall notify the Contracting Officer,
in writing, within 3 calendar days.
3.3 SAMPLE CHART
A sample progress chart is shown on the following page. This should only be
used as a guide. It displays the "type" of information which should be
included in the submitted progress schedules.
END OF SECTION
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
Section 01 32 01 - Page 3 of 3
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
SECTION 02 22 00 – Page 1 of 4
SECTION 02 22 00
SELECTIVE DEMOLITION
PART 1 GENERAL
1.1 GENERAL REQUIREMENTS
Provide labor, materials, and equipment necessary to install selective
demolition as noted on drawings and specified herein.
1.2 SUMMARY
1.2.1 This Section includes the following:
a. Demolition and removal of selected portions of existing concrete and timber components of the pier D2 bulkhead, above ground sanitary
sewer force main and small boat mooring piers.
b. Removal and relocation of existing elliptical rubber fenders and demolition of existing hardware.
1.3 DEFINITIONS
Remove: Remove and legally dispose of items except those indicated to be
reinstalled, salvaged, or to remain.
Existing to Remain: Protect construction indicated to remain against damage
and soiling during selective demolition. When permitted by the Contracting
Officer's Technical Representative, items may be removed to a suitable,
protected storage location during selective demolition and then cleaned and
reinstalled in their original locations.
1.4 DISPOSITION OF MATERIALS
Except for items or materials indicated to be reused, reinstalled, or
otherwise indicated to remain the Government's property, demolished
materials shall become the Contractor's property and shall be removed from
the site with further disposition at the Contractor's option.
1.5 QUALITY ASSURANCE
Regulatory Requirements: Comply with governing EPA notification regulations
before starting selective demolition. Comply with hauling and disposal
regulations of authorities having jurisdiction.
1.6 PROJECT CONDITIONS
Storage or sale of removed items or materials on-site will not be permitted.
PART 2 PRODUCTS
2.1 REPAIR MATERIALS
Use repair materials identical to existing materials.
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
SECTION 02 22 00 – Page 2 of 4
a. Where identical materials are unavailable or cannot be used for
exposed surfaces, use materials that visually match existing
adjacent surfaces.
b. Use materials whose installed performance equal or surpass that of
existing materials.
PART 3 EXECUTION
3.1 EXAMINATION
3.1.1 Surveying Existing Conditions
Survey existing conditions and correlate with requirements indicated to
determine extent of selective demolition required.
3.1.2 Unanticipated Elements
When unanticipated mechanical, electrical, or structural elements that
conflict with the intended function or design are encountered, investigate
and measure the nature and extent of the conflict. Promptly submit a
written report to the Contracting Officer's Technical Representative.
3.1.3 Surveying Existing Conditions
Survey the condition of the existing bulkhead and adjacent structures to
determine whether removing any element might result in structural deficiency
or unplanned collapse of any portion of the structure or adjacent structures
during selective demolition.
Perform surveys as the Work progresses to detect hazards resulting from
selective demolition activities.
3.2 PREPARATION
3.2.1 Interference
Conduct demolition operations and remove debris to ensure minimum
interference with roads, streets, walks, and adjacent occupied and used
facilities.
a. Do not close or obstruct adjacent occupied or used facilities
without permission from COTR. Provide alternate routes around
closed or obstructed traffic ways.
3.2.2 Injury
Conduct demolition operations to prevent injury to people and damage to
adjacent buildings and facilities to remain. Ensure safe passage of people
around selective demolition area.
a. Protect all structural and utility items that are to remain and are
exposed during selective demolition operations.
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
SECTION 02 22 00 – Page 3 of 4
3.2.3 Stability
Provide and maintain interior and exterior shoring, bracing or structural
support to preserve stability and prevent movement, settlement, or collapse
of adjacent structures.
a. Strengthen or add new supports when required during progress of
selective demolition.
3.3 POLLUTION CONTROLS
3.3.1 Dust and Dirt
Use temporary enclosures and other suitable methods to limit the spread of
dust and dirt. Comply with governing environmental protection regulations.
3.3.2 Transport Debris
Remove and transport debris in a manner that will prevent spillage on
adjacent surfaces and areas.
3.3.3 Adjacent Structures
Clean adjacent structures and improvements of dust, dirt, and debris caused
by selective demolition operations. Return adjacent areas to condition
existing before start of selective demolition.
3.4 SELECTIVE DEMOLITION
3.4.1 Existing Construction
Demolish and remove existing construction only to the extent required by new
construction and as indicated on drawings. Use methods required to complete
Work within limitations of governing regulations and as follows:
a. Dispose of demolished items and materials promptly. On-site
storage or sale of removed items is prohibited.
b. Return elements of construction and surfaces to remain to condition
existing before start of selective demolition operations.
3.5 PATCHING AND REPAIRS
Promptly patch and repair holes and damaged surfaces caused to adjacent
construction by selective demolition operations.
Where repairs to existing surfaces are required, patch to produce surfaces
suitable for new materials.
Restore exposed finishes of patched areas and extend finish restoration into
adjoining construction to remain in a manner that eliminates evidence of
patching and refinishing.
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
SECTION 02 22 00 – Page 4 of 4
3.6 DISPOSAL OF DEMOLISHED MATERIALS
3.6.1 General
Promptly dispose of demolished materials. Do not allow demolished materials
to accumulate on-site.
3.6.2 Burning
Do not burn demolished materials.
3.6.3 Disposal
Transport demolished materials off Government's property and legally dispose
of them.
-- End of Section --
Section 02 39 60– Page 1 of 6
SECTION 02 39 60
RESILIENT FOAM-FILLED MARINE FENDERS
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the
extent referenced. The publications are referred within the text by the
basic designation only.
AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)
ASTM A 123 (1989; Rev. A) Zinc (Hot-Dip Galvanized)
Coatings on Iron and Steel Products
ASTM A 153/A 153M (1995) Zinc Coating (Hot-Dip) on Iron and
Steel Hardware
ASTM D 412 (1997) Vulcanized Rubber and Thermoplastic
Rubbers and Thermoplastic Elastomers -
Tension
ASTM D 470 (1993) Crosslinked Insulations and Jackets
for Wire and Cable
ASTM D 1052 (1985; R 1994) Measuring Rubber
Deterioration-Cut Growth Using Ross Flexing
Apparatus
ASTM D 1630 (1994) Rubber Property - Abrasion Resistance
(NBS Abrader)
ASTM D 1667 (1976; R 1990) Flexible Cellular Materials -
Vinyl Chloride Polymers and Copolymers
(Closed-Cell Foam)
ASTM D 2240 (1997) Rubber Property - Durometer Hardness
ASTM D 3575 (1993) Flexible Cellular Materials Made From
Olefin Polymers
AMERICAN WELDING SOCIETY (AWS)
AWS D1.1 (1996) Structural Welding Code - Steel
1.2 SYSTEM DESCRIPTION
1.2.1 Foam Filled Fender
The foam filled fenders shall have the following characteristics:
Section 02 39 60– Page 2 of 6
a) Protective coating composed of a nylon filament reinforced polyurethane skin, resistant to salt water, UV and Ozone degradation.
b) Resilient energy absorbing heat laminated foam core constructed entirely of 100% closed-cell foam.
c) High quality stainless steel integral swivel end fittings and internal chain.
d) Super high capacity energy absorption.
1.3 SUBMITTALS
Submit the following in accordance with Section 01330, Submittal
Procedures."
1.3.1 Product Data
Resilient, foam filled marine fenders
Include dimensions, material specifications, and method of
manufacture.
1.3.2 Test Reports
Fender compression test
Fender cyclic-compression test
Fender sustained-load test
Fender pull-through test
Elastomeric skin thickness test
Submit manufacturer copies of reports of tests specified herein.
1.4 QUALITY ASSURANCE
1.4.1 Elastomer Skin
The elastomer skin of the fender shall be free from cracks, burrs, warpage,
checks, chipped or blistered surfaces, and shall have a smooth surface.
1.4.2 Steel Fabrication
The steel used in fabrication shall be free from kinks, sharp bends, and
other conditions which would be detrimental to the finished product.
Manufacturing processes shall not reduce the strength of the steel to a
value less than intended by the design. Manufacturing processes shall be
Section 02 39 60– Page 3 of 6
done neatly and accurately. Make bends by controlled means to insure
uniformity of size and shape.
1.4.3 Foam Core
The foam core shall be homogeneous and of one piece fabricated construction
and shall not be in chip or granular form. The form core shall not contain
scraps, strips, or sheets of foam either rolled or stuffed into the required
shape unless pieces are bonded together in layers of uniform patterns to
form a homogeneous, one piece core. Homogeneous foam rings of adequate
thickness to insure performance of the fender are acceptable provided the
Contractor can show a minimum 5-year performance of similar fenders.
1.4.4 Welding
AWS D1.1. Welds shall be of sufficient size and shape to develop the full
strength of the parts connected by the welds. Welds shall transmit stress
without permanent deformation or failure when the parts connected by the
weld are subjected to proof and service loadings.
1.5 DELIVERY, STORAGE, AND HANDLING
Fenders shall be undamaged when delivered and shall be handled and stored so
as to prevent damage such as bending or abrading end fittings or cutting of
rubber. Protect fenders from exposure to damaging liquids, oils, and
greases.
1.6 WARRANTY
Furnish the manufacturer's warranty. The warranty shall be issued directly
to the Government and shall not be limited in dollar value. The warranty
period shall be not less than 10 years from the date of Government
acceptance of the work.
PART 2 PRODUCTS
2.1 FENDER CONFIGURATION
SUGGESTED REFERENCE TABLE FOR SUPER-HIGH CAPACITY NETLESS STYLE FENDERS
FENDER SIZE:
5’ x 8’
ENERGY ABSORPTION AT OR BEFORE 60 PERCEN COMPRESSION:
699 FT-KIPS
REACTION FORCE AT PREDICTED ENERGY ATTAINMENT:
520 KIPS
Section 02 39 60– Page 4 of 6
Fenders shall have cylindrical mid-bodies with conical or hemispherical
shaped ends terminating in an end fitting on the cylinder's centerline at
each end. Fill interior of the fender with energy absorbing closed-cell
foam as specified. The use of chipped or particulate foam is not
acceptable.
2.2 FOAM CORE
The energy absorbing foam core shall be a closed-cell cross-linked
polyethylene foam with the following properties:
a. Density, ASTM D 1667, 3.3 to 6.5 lbs/ft3
b. Tensile strength, ASTM D 3575 or ASTM D 412, 80 psi minimum
c. Elongation (ultimate), ASTM D 3575 or ASTM D 412, 40 percent
minimum
d. Water absorption percent volume after 24 hour exposure, ASTM D
1667, 5.0 percent maximum
e. Continuous service temperature, [-65 to +120 degrees F].
f. 25 percent compressive set, ASTM D 1667, 8 percent maximum *
g. 50 percent compressive set, ASTM D 3575, 12 percent maximum *
* Contractor option: Compressive Set of foam core material shall be based
on either the 25 percent or the 50 percent requirement listed.
2.3 FENDER SKIN
The outer fender skin shall be minimum 1.25 inches thick and constructed of
elastomer as specified. Reinforcing is optional as required by the
Contractor's design. If reinforcing is used, twelve separate filament
reinforcing wraps shall be applied as specified under Filament Wrap. The
filament wraps shall be evenly distributed in the inner 80 percent to 90
percent of the coating thickness. The outer 10 percent to 20 percent of
elastomer shall have no filament reinforcing. The elastomer and filaments
shall be applied in a continuous manner to assure adhesion between the
various layers. The connection of the skin to the end fittings shall be
designed and sized to transmit twice the safe tensile capacity of the chain
into the fender skin.
2.3.1 Elastomer
The elastomer used in the fender skin shall be 100 percent PTMEG
(polytetramethyleneether glycol) polyether urethane elastomer, with the
following unreinforced properties:
a. Shore A. hardness, ASTM D 2240, 80 to 95.
b. Tensile strength, ASTM D 412, 2800 psi minimum.
Section 02 39 60– Page 5 of 6
c. Elongation (ultimate), ASTM D 412, 300 percent minimum.
d. Tear strength, ASTM D 470, 70 Lbs/inch minimum.
e. Flex life (Ross), ASTM D 1052, 200,000 cycles minimum.
f. Abrasion resistance (NBS), ASTM D 1630, 100 minimum.
2.3.2 Filament Wrap
If filament reinforcing is required by the Contractor's design, construct
each filament reinforcing wrap of continuous filaments applied in a helical
pattern, at a helix angle of 45 to 60 degrees to the longitudinal axis of
the buoy. A wrap shall consist of two such filament helixes of equal but
opposing helix angles. The spacing between the filaments in the same helix
shall be no more than 1/8 inch, measured in a direction parallel to the
longitudinal axis of the fender. Each wrap shall extend along the entire
longitudinal axis of the fender and shall also encase the fender end
fittings and secure them to the fender body.
2.3.3 Filament Reinforcing
The reinforcing filaments in the outer skin shall be nylon tire cord of 2540
denier weight with the following properties:
a. Breaking strength, 53 pounds
b. Elongation (ultimate), 18 percent
2.3.4 Hardware
The external fender hardware shall be stainless steel and the internal
fender mechanism shall be galvanized steel. The chain and end clevis
fitting shall have a minimum ultimate tensile capacity of 144,000 pounds.
The internal chain and end clevis fitting shall have a minimum ultimate
tensile capacity of 130,000 pounds. Shackles shall be 1 3/4 inches and
shall have a minimum ultimate tensile capacity of 65,000 pounds.
2.3.5 Color
Fender skin color shall be black throughout the entire thickness.
2.3.6 Repairability
The fender casing shall be repairable in the event of tears or punctures in
the elastomer skin. The repaired area shall have not less than 90 percent
of the properties as specified in paragraph entitled "Elastomer." Required
repair materials shall be readily available from the fender manufacturer.
2.4 SOURCE QUALITY CONTROL
Section 02 39 60– Page 6 of 6
2.4.1 Fender Compression Test
PART 3 EXECUTION
3.1 INSTALLATION
Install fenders as indicated on the drawings.
-- End of Section --
Section 03 01 30– Page 1 of 9
SECTION 03 01 30
CONCRETE REHABILITATION
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the
extent referenced. The publications are referred to within the text by the
basic designation only.
ASTM INTERNATIONAL (ASTM)
ASTM C 117 (2004) Standard Test Method for Materials Finer than
75-um (No. 200) Sieve in Mineral Aggregates by
Washing
ASTM C 136 (2006) Standard Test Method for Sieve Analysis of
Fine and Coarse Aggregates
ASTM C 144 (2004) Standard Specification for Aggregate for
Masonry Mortar
ASTM C 1438 (1999; R 2005e1) Standard Specification for Latex and
Powder Polymer Modifiers for Hydraulic Cement
Concrete and Mortar
ASTM C 31/C 31M (2006) Standard Practice for Making and Curing
Concrete Test Specimens in the Field
ASTM C 33 (2003) Standard Specification for Concrete Aggregates
ASTM C 39/C 39M (2005e1) Standard Test Method for Compressive
Strength of Cylindrical Concrete Specimens
ASTM C 881/C 881M (2002) Standard Specification for Epoxy-Resin-Base
Bonding Systems for Concrete
ACI 347 Recommended Practice for Concrete Formwork.
1.2 DEFINITIONS
1.2.1 Epoxy Resin Binder
A two-component epoxy bonding system in low and medium viscosities used by
itself as a primer or for producing epoxy concrete or mortars when mixed
with aggregate.
1.2.2 Epoxy Concrete
A combination of epoxy resin binder and fine and coarse aggregate used in
the repair of spalling along joints or cracks, small surface spalls or
"popouts."
Section 03 01 30– Page 2 of 9
1.2.3 Epoxy Mortar
A combination of epoxy resin binder and fine aggregate used in the surface
repair of non-structural cracks and filling of saw kerfs.
1.2.4 Non-Pressure Epoxy Grout
A combination of epoxy resin binder, a mineral filler and a thixotropic
agent used in cementing dowels in place and the repair of non-structural
cracks.
1.2.5 Pressure Grouting Epoxy
A low viscosity epoxy resin system pumped under pressure into structural
cracks in walls or pavements.
1.2.6 Polymer-Modifier
A polymer used to modify the properties of a cement-based concrete or
mortar. The polymers commonly associated with concrete rehabilitation are
styrene-butadiene and acrylic latex.
1.2.7 Polymer-Modified Material
A combination of polymer, portland cement and/or other cementitious
materials, and fine and/or coarse aggregate. Polymer-modified concrete is
normally placed to a thickness of 1 inch or greater. Polymer-modified
mortar is normally placed to a thickness of less than 1 inch.
1.3 SUBMITTALS
The following shall be submitted in accordance with Section 01 30 00
SUBMITTAL PROCEDURES:
SD-05 Design Data
Job mix formula
SD-06 Test Reports
Sieve analysis test for aggregate
Epoxy resin binder tests
Epoxy grout tests
Polymer-Modified Concrete
SD-07 Certificates
Epoxy resin binder
Epoxy grout
Polymer-Modified Concrete
Section 03 01 30– Page 3 of 9
SD-08 Manufacturer's Instructions
Epoxy repair material
Polymer-Modified Concrete
1.4 QUALITY ASSURANCE
1.4.1 Design Data
1.4.1.1 Job Mix Formula
Submit, at least 15 days before work commences, a job-mix formula for each
use of epoxy concrete or epoxy mortar. Test reports shall accompany the mix
design. Identify the proposed source of the materials and state the
proportions of aggregates and epoxy resin. When determining job mix, use
samples of materials to be used on the job.
a. Trial batches: Perform a minimum of three trial batchings in a
certified testing laboratory. Try different aggregate-resin proportions
to obtain satisfactory placing and finishing characteristics but keep the
proportion by weight of aggregate to epoxy resin binder at least five to
one. When mixing, add the fine aggregates first, and then the coarse
aggregates. The final trial batch should be sufficiently wet so that
some fines will "bleed" to the surface during finishing operations.
b. Supporting criteria: Include in the submittal the following data for
each trial batch:
(1) Proportions by weight
(2) Unit weights and specific gravities of constituents
(3) Batch weights
(4) Compressive strengths of 3 by 6 inch cylinders, made in accordance
with ASTM C 31/C 31M, air cured for 7 days and tested in accordance
with ASTM C 39/C 39M. Compressive strength shall be a minimum of
5,000 psi.
(5) Curing time
1.4.2 Test Reports
1.4.2.1 Epoxy Resin Binder
Include the following:
a. Viscosity
b. Consistency
c. Gel time
d. Absorption
Section 03 01 30– Page 4 of 9
e. Shrinkage
f. Thermal compatibility
1.4.2.2 Epoxy Resin Grout
Include the following:
a. Epoxy number
b. Consistency
c. Compressive single shear strength
d. Pot life
1.4.2.3 Polymer-Modified Concrete
Include the following:
a. Tensile Strength (28 days)
b. Modulus of Elasticity
c. Coefficient of Thermal Expansion
d. Drying Shrinkage
e. Restrained Shrinkage
f. Cracking
g. Implied strain at 1 year
1.5 DELIVERY, STORAGE, AND HANDLING
Inspect materials delivered to site for damage, unload and store with a
minimum of handling. Deliver epoxy resin components and aggregate materials
in original sealed containers and store in dry covered areas at temperatures
below 90 degrees F. Remove from job site unused mixed materials which have
reached end of working or pot life. Do not allow material to freeze.
1.6 WEATHER LIMITATIONS
Halt work when weather conditions detrimentally affect the quality of
patching or bonding concrete. Apply epoxy resin materials only when the
contact surfaces are completely dry and if the atmospheric and surface
temperature ranges are suitable for the specified epoxy material. Follow
manufacturer's instructions for weather conditions and temperature ranges.
1.7 TRAFFIC CONTROL
Do not permit vehicular or heavy equipment traffic on the pavement in the
work area during the curing period. At the end of the curing period, light
Section 03 01 30– Page 5 of 9
local traffic may be permitted on the pavement if approved by the
Contracting Officer.
1.8 EQUIPMENT
Use a container recommended by the epoxy manufacturer as the mixing vessel.
Use a power drive (air or spark-proof) propeller type blade for mixing
except that hand mixing may be used for small batches. Use equipment
specified by epoxy manufacturer for field mixing of aggregates and epoxy
resin.
PART 2 PRODUCTS
2.1 MATERIALS
2.1.1 Epoxy
2.1.1.1 Epoxy Resin Binder for Concrete and Mortar
ASTM C 881/C 881M, Type III, Grade 1, Class C without mineral filler.
2.1.1.2 Non-Pressure Epoxy Grout
ASTM C 881/C 881M Type IV, Grade 2, Class C with or without mineral filler.
2.1.1.3 Crack Sealer for Pressure Grouting
ASTM C 881/C 881M, Type IV, Grade 1, Class C without filler.
2.1.1.4 Crack Surface Sealer for Pressure Grouting
ASTM C 881/C 881M, Type IV, Grade 3, Class C with mineral filler.
2.1.2 Polymer Modifier for Concrete or Mortar
ASTM C 1438, Type II.
2.1.3 Aggregate
For material passing No. 200 sieve provide a non-plastic material composed
of a minimum of 75 percent limestone dust, talc or silica inert filler.
Provide dry aggregate.
a. For epoxy concrete: ASTM C 33, maximum size 1/2 inch. Conform
to the following requirements:
Sieve Designation Percent Passing by Weight
1/2 in.
3/8 in. 100
No. 4 93-100
No. 8 70-80
No. 16 50-65
No. 30 37-53
No. 50 20-37
Section 03 01 30– Page 6 of 9
No. 100 10-20
No. 200 5-10
b. For epoxy mortar: ASTM C 144, No. 8 sieve
c. For polymer-modified concrete: ASTM C 33, Size No. 8.
2.1.4 Reinforcing Material
Reinforcing steel: ASTM A615; 60 ksi yield grade billet steel, deformed
bars.
Supports: Provide plastic or other non-corrosive chairs and spaces.
2.1.5 Anti-corrosion protective coating for steel reinforcement shall
be a 3-component, solvent free, moisture-tolerant, epoxy-modified,
cementitious product specially formulated as a bonding agent and anti-
corrosion coating.
Compressive strength: ASTM C-109, 8,500 psi @ 28 days
Flexural strength: ASTM C-348, 1250 psi @ 28 days
Spliting Tensile Strength: ASSTM C-496. 600 psi @ 28 days
Bond Strength: ASTM C882, wet on wet 2,800 psi @ 14 days,
PART 3 EXECUTION
3.1 PREPARATION
3.1.1 Polymer Modified Concrete
3.1.1.1 Patch Areas
Remove loose concrete from the spalled areas indicated. Inspect the cavity
for remaining defective concrete by tapping with a hammer or steel rod and
listening for dull or hollow sounds. In areas where tapping does not
produce a solid tone, remove additional concrete until testing produces a
solid tone. Make the entire cavity at least one inch deep. Sawcut edges of
cavity to avoid feather edging. Prepare surface of cavity by sandblasting,
grinding, or water blasting. Remove dust, dirt, and loosely bonded material
resulting from cleaning. Ensure cavity surfaces are dry.
3.1.2 Epoxy Mortar for Cracks and Saw Kerfs
Apply epoxy mortar to newly exposed loose and unsound materials. Prepare
surfaces by sandblasting, scarifying or waterblasting. Remove dust, dirt,
and loosely bonded material resulting from cleaning. Ensure surfaces are
dry before application of epoxy mortar.
Section 03 01 30– Page 7 of 9
3.1.3 Epoxy Grout for Cracks
Apply grout to newly exposed concrete free of loose and unsound materials.
Prepare surfaces by sandblasting, scarifying or waterblasting. Remove dust,
dirt, and loosely bonded material resulting from cleaning. Ensure surfaces
are dry before application of epoxy grout.
3.2 MIXING MATERIALS
Make batches small enough to ensure placement before binder sets. Mix
materials in accordance with manufacturer's recommendations.
3.3 PLACEMENT
3.3.1 Polymer-Modified Mortar or Concrete
3.3.1.1 Horizontal Surfaces
Prime surfaces prepared to receive repair material using the manufacturer's
recommended bonding agent using a stiff bristle brush and in accordance with
the manufacturer's instructions. Place polymer-modified concrete before the
bonding agent dries and in layers not exceeding one inch thick for mortar
and two inches thick for concrete. Moist cure polymer-modified material for
a minimum of 24 hours but not more than 48 hours, and then air dry.
3.3.1.2 Vertical Surfaces
For vertical surfaces that are troweled follow the procedure for horizontal
surfaces. For formed vertical surfaces follow the procedure for cement-
based concrete for vertical surfaces. Moist cure polymer-modified material
for a minimum of 24 hours but not more than 48 hours, and then air dry.
3.3.3 Non-Pressure Epoxy Grout
3.3.3.1 Drilling and Grouting Dowels and Anchors
Drill holes for dowels and anchors using drilling equipment suitable for the
intended purpose, as approved by the Contracting Officer. Diameter of holes
shall be as recommended by the adhesive manufacturer. Clean holes by
flushing with water and compressed air prior to placing grout. Anchor
anchors with epoxy grout. Place grout and install anchors as recommended by
the grout manufacturer. Remove excess grout after the anchor has been set
in place. When installing resin cartridges or capsules in submerged
conditions, place properly proportioned resin material in bottom of hole
using a mixing tube prior to inserting the cartridge or capsule.
3.3.3.2 Epoxy Grout for Cracks
Apply epoxy grout at a thickness recommended by the manufacturer. Work
grout into place and consolidate thoroughly so that contact surfaces are
wetted by the grout. Finish surface of grout to the required texture. Do
not feather edge epoxy grout onto adjacent surfaces.
3.3.4 Pressure Grouting of Cracks
Clean each crack of dust, dirt, loose concrete and unsound material. Insert
a valve at both ends of each crack, at the junction of two cracks, and along
Section 03 01 30– Page 8 of 9
the length of each crack at 16 to 20 inch intervals. Fill crack between
valves with crack surface sealer. After crack surface sealer has hardened
and cured, pump crack sealer into valve at one end of crack. For vertical
surfaces start at lowest valve and work upwards. As crack sealer appears at
next valve, pinch closed pumping valve and move to next valve and commence
pumping. Continue procedure until other end of crack is reached. Avoid
delays in pumping operation. After crack sealer has hardened and cured
grind valves off flush with concrete surface. Coat areas of valves with
crack surface sealer and allow to harden and cure.
3.4 CURING
Cure epoxy materials in accordance with manufacturer's recommendations.
3.5 FIELD QUALITY CONTROL
3.5.1 Sampling
As soon as materials are available for sampling, obtain by random selection
a sample of each batch. Clearly identify samples by designated name,
specification number, batch number, project contract number, intended use
and quantity involved.
3.5.2 Testing
Test samples by an approved laboratory. If a sample fails to meet
specification requirements after two tests, replace the batch represented by
the samples tested and retest. Test aggregates in accordance with ASTM C 117
and ASTM C 136.
3.5.3 Inspection
Check each repaired area for cracks, spalls, popouts and loss of bond between
repaired area and surrounding concrete. Check each repaired area for voids by
tapping with a hammer or steel rod and listening for dull or hollow sounds.
Immediately repair defects.
3.6 REBAR PREPARATION
a. Reinforcing steel which has lost more than 15% of its original cross
sectional area at any point shall be repaired by replacing or adding
new steel of equivalent size to the original rebar.
b. New bars shall be lapped a minimum of 48 bar diameters or a minimum of
24”or epoxy doweled a minimum of 8” into sound concrete.
c. Mechanical splices may be used in accordance with manufacturer’s
specifications.
d. Mechanically clean all contaminants and scaling rust from complete
circumference of the bar. In most cases of extensive corrosion
particularly beneath the bars, sand blasting must be performed.
e. Coat steel in accordance with manufacturer’s specifications.
f. Cut steel reinforcement tips at edges in order to obtain a minimum of
1-1/2” concrete cover.
3.7 FORMS
Section 03 01 30– Page 9 of 9
a. Verify lines, levels, and measurement before proceeding with formwork. b. Do not apply release agent where concrete surfaces receive special
finishes or applied coatings, which may be affected by agent.
c. Maintain formwork construction tolerances complying with ACI 347.
3.8 SHORES AND SUPPORTS
a. Comply with ACI 347 for shoring and reshoring. b. The contractor shall provide shoring and reshoring details form a
Florida Registered Professional Engineer.
--- End of Section ---
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
Section 05 50 00– Page 1 of 3
SECTION 05 50 00
MISCELLANEOUS METAL FABRICATIONS
1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the extent
referenced. The publications are referred to in the text by the basic
designation only.
AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)
ASTM A53 Specification for Pipe, Steel, Black and Hot-
Dipped, Zinc Coated, Welded and Seamless
ASTM A123 Specification for Zinc (Hot-Dipped
Galvanized) Coatings on Iron and Steel
Products
ASTM A153 Specification for Zinc Coating (Hot-Dipped)
on Iron and Steel Hardware.
1.2 SUBMITTALS
Submit the following in accordance with Section 01 33 00, "Submittal
Procedures."
Product Data
Anchor bolts
Thru Bolts
Shop Drawings:
1.3 QUALIFICATION OF WELDERS
Qualify welders in accordance with AWS D1.1 using procedures, materials, and
equipment of the type required for the work.
1.4 DELIVERY, STORAGE, AND PROTECTION
Protect from corrosion, deformation, and other types of damage. Store items
in an enclosed area free from contact with soil and weather. Remove and
replace damaged items with new items.
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
Section 05 50 00– Page 2 of 3
2 PRODUCTS
2.1 MATERIALS
2.1.1 Anchors , inserts, thru bolts and Fasteners
ASTM A325, stainless steel.
3 EXECUTION
3.1 INSTALLATION
Install items at locations indicated and according to shop drawings.
3.2 ANCHORAGE, FASTENINGS, AND CONNECTIONS
Provide anchorage where necessary for fastening miscellaneous metal items
securely in place. Include for anchorage not otherwise specified or
indicated slotted inserts, expansion shields, and powder-driven fasteners,
when approved for concrete.
Provide non-ferrous attachments for non-ferrous metal. Make exposed
fastenings of compatible materials, generally matching in color and finish,
to which fastenings are applied. Conceal fastenings where practicable.
3.3 BUILT-IN-WORK
Form for anchorage of metal work built-in with concrete or masonry, or
provide with suitable anchoring devices as indicated or as required. Furnish
metal work in ample time for securing in place as the work progresses.
3.4 WELDING
Perform welding, welding inspection, and corrective welding, in accordance
with AWS D1.1. Use continuous welds on all exposed connections. Grind
visible welds smooth in the finished installation.
3.5 FIELD FINISHING
3.5.1 Dissimilar Materials
Where dissimilar metals are in contact, or where aluminum is in contact with
concrete, mortar, masonry, wood, or absorptive materials subject to wetting,
protect surfaces with a coat conforming to FS TT-P-664 to prevent galvanic or
corrosive action. Alkyd is not to be used on metal in contact with concrete
or masonry.
3.5.2 Environmental Conditions
Do not clean or paint surface when damp or exposed to foggy or rainy weather,
when metallic surface temperature is less than 5 degrees F above the dew
point of the surrounding air, or when surface temperature is below 45 degrees
F or over 95 degrees F, unless approved by the Contracting Officer.
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
Section 05 50 00– Page 3 of 3
-- End of Section --
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
SECTION 06 13 33 - Page 1 of 4
SECTION 06 13 33
PIER TIMBER WORK
1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the extent
referenced. The publications are referred to in the text by the basic
designation only.
AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)
ASTM A 123 Zinc (Hot-Dip Galvanized) Coatings on Iron and
Steel Products
ASTM A 153 Zinc Coating (Hot-Dip) on Iron and Steel
Hardware
ASTM A 307 Carbon Steel Bolts and Studs, 60,000 psi Tensile
Strength
AMERICAN WOOD-PRESERVERS' ASSOCIATION (AWPA)
AWPA C2 Lumber, Timber, Bridge Ties and Mine Ties -
Preservative Treatment by Pressure Processes
AWPA M4 Care of Preservative-Treated Wood Products
AWPA M6 Brands Used on Forest Products
1.2 SUBMITTALS
The following shall be submitted in accordance with contract documents
submittal procedures:
SD-06 Test Reports
Test Reports
Timber preservative inspection
SD-07 Certificates
Delivery inspection list
Certificates, MSDS and CIS
1.3 DELIVERY AND STORAGE
Close-stack treated timber and lumber material in a manner that will prevent
long timbers or preframed material from sagging or becoming crooked. Keep
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
SECTION 06 13 33 - Page 2 of 4
ground under and within 5 feet of such piles free of weeds, rubbish, and
combustible materials. Protect materials from weather. Handle treated timber
with ropes or chain slings without dropping, breaking outer fibers, bruising,
or penetrating surface with tools. Do not use cant dogs, peaveys, hooks, or
pike poles. Protect timber and hardware from damage.
1.4 CONSTRUCTION EQUIPMENT
Project site is in confined area near other utilities. Site may also include
swampy and wetland areas. CONTRACTOR shall use only very low ground pressure
or high flotation vehicles unless mats are used to spread the load and
prevent rutting. CONTRACTOR shall be responsible for repair and damage
caused by vehicles.
1.5 QUALITY ASSURANCE
1.5.1 MSDS and CIS
Provide Material Safety Data Sheets (MSDS) and Consumer Information Sheets
(CIS) associated with timber pile preservative treatment. Contractor shall
comply with all safety precautions indicated on MSDS and CIS.
1.5.2 Timber Preservative Inspection
Submit the inspection report of an independent inspection agency, for approval
by the OWNER, which offered products complying with applicable AWPA Standards.
Identify treatment on each piece by the quality mark of an agency accredited
by the Board of Review of the American Lumber Standard Committee.
1.5.3 Delivery Inspection List
Field inspect and submit a verification list of each treated timber member and
each strapped bundle of treated lumber indicating the wording and lettering of
the quality control markings, the species and the condition of the wood. Do
not incorporate materials damaged in transport from plant to site. Inspect
all preservative-treated wood, visually to ensure there are no excessive
residual materials or preservative deposits. Material shall be clean and dry
or it will be rejected due to environmental concerns.
2 PRODUCTS
2.1 MATERIALS
2.1.1 Lumber and Timbers
2.1.1.1 Full Sawn (Solid Sawn)
Provide full sawn (solid sawn) lumber and timbers of stress-rated Southern
Pine with a stress rating of select structural, and identified by the grade
mark of a recognized association or independent inspection agency using the
specific grading requirements of an association recognized as covering the
species used. The association or independent inspection agency shall be
certified by the Board of Review, American Lumber Standards Committee, to
grade the species used.
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
SECTION 06 13 33 - Page 3 of 4
2.1.1.2 Preservative Treatment
Fabricate lumber and timbers before preservative treatment. The producer, in
accordance with AWPA M6, shall brand each piece of treated lumber or timber.
Treat all wood in accordance with AWPA C2 (Salt Water Contact and Material
Subject to Marine Borer Exposure) with water-borne preservative. Chromated
zinc chlorides, pentachlorophenol-ammoniacal systems, and alkyl ammonium
compounds will not be allowed. The Contractor shall be responsible for the
quality of treated wood products. All timber on this project shall be treated
as exposed to salt water or salt-water splash.
2.1.2 Hardware
Hardware includes steel angles, straps, bolts with necessary nuts and washers,
timber connectors, drift pins, dowels, nails, screws, spikes, and other
fastenings. Bolts and nuts shall conform to ASTM A307, unless otherwise
noted. Provide cast-iron ogee, malleable iron washers, or plate or cut
washers where indicated. Provide bolts with washers under nut and head.
Provide timber connectors and other metal fastenings of type and size shown.
Hot-dip galvanize all ferrous metal, hardware, and fasteners. Steel for
angles, straps and connecting materials shall be ASTM A36 unless otherwise
indicated.
2.1.2.1 Zinc-Coating
Galvanize steel specified or indicated by the hot-dip process in accordance
with ASTM A 123/A 123M or ASTM A 153/A 153M, as applicable.
3 EXECUTION
3.1 CONSTRUCTION
Cut, bevel, and face timbers prior to plant preservative treatment. Provide
protective equipment for personnel fabricating, field treating, or handling
materials treated with creosote or water-borne salts.
3.1.1 Framing
Cut and frame lumber and timber so that joints will fit over contact surface.
Secure timbers and piles in alignment. Open joints are unacceptable.
Shimming is not allowed. Bore holes for drift pins and dowels with a bit 1/16
inch less in diameter than the pin or dowel. Bore holes for bolts with a bit
1/16 inch larger in diameter than rod or bolt. Bore holes for lag screws in
two parts. Make lead hole for shank the same diameter as shank. Make lead
hole for the threaded portion approximately two-thirds of the shank diameter.
Bore holes in small timbers for boat or wire spikes with a bit of the same
diameter or smallest dimension of the spike to prevent splitting. Provide
counterbore where smooth faces are indicated or specified.
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
SECTION 06 13 33 - Page 4 of 4
3.1.2 Caps
Prior to placing caps, prepare tops of posts or piles according to paragraphs
entitled, "Field Treatment." Place timber caps to secure bearing over tops of
supporting posts or piles and to secure even alignment of their ends.
3.1.3 Fastening
Vertical bolts shall have nuts on the lower end. Where bolts are used to
fasten timber to timber, timber to concrete, or timber to steel, bolt members
together when they are installed and retighten immediately prior to final
acceptance of contract. Provide bolts having sufficient additional threading
to provide at least 3/8 inch per foot thickness of timber for future
retightening.
3.2 FIELD TREATMENT
3.2.1 Timberwork
Field treat cuts, bevels, notches, refacing and abrasions made in the field in
treated piles or timbers in accordance with AWPA M4, MSDS and CIS. Wood
preservatives are restricted use pesticides and shall be applied according to
applicable standards. Trim cuts and abrasions before field treatment. Paint
depressions or openings around bolt holes, joints, or gaps including recesses
formed by counterboring, with preservative treatment used for piles or timber;
and after bolt or screw is in place, fill with hot pitch or a bitumastic
compound.
3.2.2 Piling and Post Protection
In accordance with AWPA M4, immediately after pile or post tops are cut off
and prior to placement of pile cap, protect pile or post top with several
heavy applications of the same preservative used to treat the pile or post, or
else copper naphthenate solutions containing a minimum of 2 percent copper
metal may be used with treated products. Seal ends with a heavy application
of coal-tar pitch or other appropriate sealer and apply caps where indicated.
3.2.3 Galvanized Surfaces
Repair and recoat zinc coating which has been field or shop cut, burned by
welding, abraded, or otherwise damaged to such an extent as to expose the base
metal. Thoroughly clean the damaged areas by wire brushing and remove traces
of welding flux and loose or cracked zinc coating prior to painting. Paint
cleaned area with two coats of zinc oxide-zinc dust paint conforming to MIL-
P-21035. Compound paint with a suitable vehicle in a ratio of one part zinc
oxide to four parts zinc dust by weight.
-- END OF SECTION --
SECTION 31 62 19 - Page 1 of 4
SECTION 31 62 19
TIMBER FENDER PILES
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the
extent referenced. The publications are referred to within the text by the
basic designation only.
AMERICAN WOOD-PRESERVERS' ASSOCIATION (AWPA)
AWPA C1 (2003) All Timber Products - Preservative
Treatment by Pressure Processes
AWPA C3 (2003) Piles - Preservative Treatment by
Pressure Processes
AWPA M4 (2002) Standard for the Care of Preservative-
Treated Wood Products
AWPA M6 (1996) Brands Used on Forest Products
ASME INTERNATIONAL (ASME)
ASME B18.2.2 (1987; R 2005) Square and Hex Nuts (Inch
Series)
ASME B18.21.1 (1999; R 2005) Lock Washers (Inch Series)
ASME B18.22.1 (1965; R 2003) Plain Washers
ASME B18.52.1 (1996; R 2005) Square and Hex Bolts and
Screws (Inch Series)
ASME B18.6.2 (1998; R 2005) Slotted Head Cap Screws,
Square Head Set Screws, and Slotted Headless
Set Screws (Inch Series)
ASME B18.6.3 (2003) Machine Screws and Machine Screw Nuts
ASTM INTERNATIONAL (ASTM)
ASTM A 123/A 123m (2002) Standard Specification for Zinc (Hot-
Dip Galvanized) Coatings on Iron and Steel
Products
ASTM A 36/A 36M (2005) Standard Specification for Carbon
Structural Steel
ASTM D 1143 (2007) Piles Under Static Axial Compressive
Load
ASTM D 25 (1999; R 2005) Round Timber Piles
SECTION 31 62 19 - Page 2 of 4
1.2 SUBMITTALS
The following shall be submitted in accordance with Section 01 33 00
SUBMITTAL PROCEDURES:
SD-03 Product Data
Driving equipment
Cap or cushion block
SD-07 Certificates
Timber piles and related timber work (wale and chocks)
Submit the inspection report of an independent inspection agency,
approved by the Owner, stating that offered products comply with
applicable AWPA Standards. Identify treatment on each piece by the
quality mark of an agency accredited by the Board of Review of the
America Lumber Standard Committee.
1.3 QUALITY ASSURANCE
Each treated pile shall be branded, by the producer, in accordance with AWPA
M6. Submit the inspection report of an independent inspection agency,
approved by the Owner, stating that offered products comply with applicable
AWPA Standards.
1.4 PLANT INSPECTION
The Owner, at its discretion, reserves the right to inspect the treating
process. Notify the Owner at least 3 weeks prior to beginning the
treatment, stating where preservative treatment will be done. Allow Owner
inspector access to all parts of the plant. Allow inspection of all facets
of the treating process.
PART 2 PRODUCTS
2.1 MATERIALS
2.1.1 Fender Piles
Provide pressure treated Douglas fir or southern pine Class B clean-peeled
piles conforming to ASTM D 25. Minimum butt circumference measured at 3
feet from the butt shall be as indicated. Piles must be in one piece.
Splices will not be permitted.
Treat piles with waterborne preservative either, Ammoniacal Copper Arsenate
(ACA), Ammoniacal Copper Zinc Arsenate (ACZA), or Chromated Copper Arsenate
(CCA) in accordance with AWPA Standards AWPA C1 and AWPA P5 – Salt Water
Piles, which shall be confirmed by the report of an approved independent
inspection agency. Wales and timber chocks shall be treated with the same
chemicals as fender piles.
SECTION 31 62 19 - Page 3 of 4
2.1.3 Hardware
Bolts, nuts, washers, concrete inserts and other hardware for timber piles
shall be galvanized steel. Bolts, nuts and washers shall be ASTM A 36, Hot-
Dip Galvanized and conform to ASTM A 123 and ASME B18.
PART 3 EXECUTION
3.1 EXAMINATION
Examine piles when delivered and when in the leads immediately before
driving.
3.2 PREPARATION
Where the protective shell of treated wood is impaired at a point which
after installation will be not less than 10 feet below the ground, make
repairs in accordance with AWPA M4 unless the pile is damaged to such extent
that it is rejected.
3.3 INSTALLATION
Cut piles at cut-off grade with pneumatic tools, sawing, or other approved
method. Bolt holes shall be of a size that will ensure a driving fit.
3.3.1 Driving Piles
Drive without interruption to the indicated tip elevation. If a pile fails
to reach the indicated pile tip elevation, notify the Engineer who will
determine the procedure to be followed.
3.3.2 Driving Equipment
Select and use a pile hammer of sufficient weight and energy to suitably
install the specified pile without damage into the soils expected to be
encountered. Place driving helmet or a cap and cushion block combination
capable of protecting the head of the pile between the top of the pile and
the ram to prevent impact damage to the pile. If block is damaged, split,
highly compressed, charred or burned or has become spongy or deteriorated in
any manner, replace with a new block. The helmet or block shall uniformly
transmit energy to the pile and minimum loss of energy.
3.4 JETTING OF PILES
Jetting, if permitted, MUST FIRST BE APPROVED BY THE ENGINEER.
3.5 PRE-AUGERING OR SPUDDING OF PILES
Pre-augering or spudding of piles may be used with approval of the Engineer.
3.6 TREATMENT
Treat cut, bored, dapped, and damaged surfaces as specified in AWPA M4.
SECTION 31 62 19 - Page 4 of 4
3.7 TOLERANCES IN DRIVING
A variation of not more than 0.25 inch per foot of pile length from the
vertical for plumb piles or more than 0.50 inch per foot of pile length from
the required angle for batter piles will be permitted. The center of butts
must be within 4 inches of the location indicated. Manipulation of piles
will not be permitted. In addition to complying with the stated tolerances,
the clear distance between the heads of piles and the edges of pile caps
shall be a minimum of 5 inches. With prior approval of the engineer,
provide additional reinforcement and concrete to maintain the required
minimum clear distance. Any redesign of pile caps or additional work
required due to improper location of piles shall be the responsibility of
the Contractor and shall be approved by the owner. Heaved piles shall be
redriven to the required tip elevation. Remove and replace with new piles
those damaged, mislocated, or driven out of alignment or provide additional
piles, driven as directed.
3.8 RECORDS
Keep a complete and accurate record of each pile driven. Indicate the pile
location, butt diameter, original length, ground elevation, tip elevation
and cutoff elevation.
-- End of Section --
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
SECTION 33 - Page 1 of 9
SECTION 33 32 16
PIER SANITARY SEWER PIPES AND SHIP-TO-SHORE-TIES
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the extent
referenced. The publications are referred to within the text by the basic
designation only.
AMERICAN WATER WORKS ASSOCIATION (AWWA)
AWWA M23 (2002) Manual: PVC Pipe - Design and Installation
ASTM INTERNATIONAL (ASTM)
ASTM D 1784 (2007) Standard Specification for Rigid Poly(Vinyl
Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl
Chloride) (CPVC) Compounds
ASTM D 2241 (2005) Standard Specification for
Poly(Vinyl Chloride) (PVC) Pressure-Rated
Pipe (SDR Series)
ASTM D 2564 (2004e1) Standard Specification for
Solvent Cements for Poly(Vinyl Chloride)
(PVC) Plastic Piping Systems
ASTM D 3139 (1998; R 2005) Joints for Plastic Pressure Pipes
Using Flexible Elastomeric Seals
ASTM F 477 (2007) Standard Specification for Elastomeric Seals
(Gaskets) for Joining Plastic Pipe
1.2 DESCRIPTION OF WORK
The work includes providing approximately 590-feet of new sanitary sewer forced
(SS-FM) mains at Pier D2; and providing three (3) new sanitary sewer ship-to-shore-
ties (SS#1.D2, SS#2.D2, SS#3.D2 ) from USCG boats to shore and related work.
Provide systems complete and ready for operations.
1.3 SUBMITTALS
Government approval is required for submittals prior to purchase. The following
shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
Product Data:
Pipe and fittings and camlock fitting with cover
Valves: Check valves, knife gate valve
Flexible flanged coupling; triple arch expansion joint
Pipe supports (Stainless steel (SS) pipe clamp with shield and neoprene
isolator)
Bonder-primer undercoat & topcoat (Elastomeric paint Gold colored)
Experience & Pressure test
1.4 DELIVERY, STORAGE, AND HANDLING OF MATERIALS
1.4.1 Delivery and Storage
Inspect materials delivered to site for damage. Unload and store with minimum
handling. Store materials in enclosures or under protective covering. Store rubber
gaskets not to be installed immediately under cover, out of direct sunlight. Do not
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
SECTION 33 - Page 2 of 9
store materials directly on the ground. Keep interior of pipes and fittings free of
dirt and debris.
1.4.2 Handling
Handle pipe, fittings, valves, and other accessories in such manner as to ensure
delivery to the pier in sound, undamaged condition. Avoid injury to coatings and
linings on pipe and fittings; make satisfactory repairs if coatings or linings are
damaged. Carry pipe to the pier; do not drag it.
1.5 GENERAL REQUIREMENTS
1.5.1 Similar Services Experience
The Contractor shall submit a statement demonstrating successful completion of
similar installation of forced sewer mains and services on at least five projects of
similar size and scope and have five years minimum experience in similar projects.
Submit statement at least 2 weeks before submittal of other items required by this
section.
PART 2 PRODUCTS
2.1 PIPE AND FITTINGS
Provide pressure piping, ship-to-shore connections, and related accessories for
force main piping under and above the piers in accordance with this section.
2.1.1 Pipe And Fitting Materials For Sanitary Sewer Forced Main
a. High-density polyethylene (HDPE) continuous-coil flexible-pipe 3408/3608 DR
13.5 (128 PSI), pressure pipe ASTM F714. Pipe shall contain 2-3% carbon black
for above ground use.
2.1.2 Pipe And Fitting Materials For Potable Water Systems
a. HDPE continuous-coil flexible pipe 3408/3608 DR 11 (160 PSI), pressure pipe
ASTM D3035 and compliant with NSF 14 and NSF 61. Pipe shall contain 2-3% carbon
black for above ground use.
2.1.3 Top Coat and Primer (pipe exterior)
a. Primer: Primer concentrate (HC-913) shall be thermo-plastic resin suitable for polyethylene product or plastic adhesion promoter suitable for
polyethylene.
b. Top Coat shall be an exterior elastomeric coating compatible with primer or adhesion promoter. Color pigment shall be compatible with paint and shall be
suitable for potable water or sanitary sewer.
2.1.4 Pipe Joint Materials
A.. Heat fusion weld for HDPE pipe
2.1.1 PVC SDR Plastic Pressure Pipe and Associated Fittings
Sanitary Sewer Forced Main (above ground, above & below pier) shall be pressure-
rated PVC schedule 80 (rated at 300 PSI at 73.4ºF and 150 PSI at 110 ºF) and shall
comply with ASTM D1785. Pipe shall be 4” inside diameter with 0.24” thick walls
unless otherwise indicated. Pipe shall have Titanium Dioxide UV-light inhibitor.
Paint (above pier in pipe trench) sanitary sewer lines with bonder-primer undercoat
and a topcoat of elastomeric paint (gold colored). Mark below pier sewer pipe
(entire length) with visible 1” wide gold-colored stripes.
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
SECTION 33 - Page 3 of 9
2.1.1.1 Pipe and Fittings 4” Diameter
Use pipe, couplings and fittings manufactured of materials conforming to ASTM D
1784, Class 12454-B.
(1) Solvent Cement Joint ASTM D2564: Use pipe conforming to dimensional
requirements of ASTM D 1785 or ASTM D 2241 with joints meeting the
requirements of 1.03 MPa( 150 psi) working pressure and 1.38 MPa( 200 psi)
hydrostatic test pressure. USe fittings for solvent cement jointing
conforming to ASTM D 2466 or ASTM D 2467.
(2) Flange and Solvent Cement Joint: Use pipe conforming to dimensional
requirements of ASTM D 1785 or ASTM D 2241 with joints meeting the
requirements of 1.03 MPa( 150 psi) working pressure and 1.38 MPa( 200 psi)
hydrostatic test pressure. Use fittings for solvent cement jointing
conforming to ASTM D 2466 or ASTM D 2467.
2.1.2 Accessories
Provide couplings, flanges, connecting pieces, flexible connectors, and other
adapters as required.
2.1.2.1 Triple Arch Expansion Joint
Provide nine (9) each 12” to 18” long 4” ID flexible triple-arch flanged couplings
with integral gasket applicable for sewage where indicated on drawings. Carrier tube
shall be hypalon with nylon cover and shall be installed on pier to allow for
movement and expansion and contraction and as indicated on drawings. Expansion joint
working pressure rating shall be minimum 250 PSI at 70°F with maximum operating
temperature of 250°F and allow for minimum 5” compression and 2-1/2” expansion with
65-degree angular alignment. Expansion joint shall have nylon cover. Provide one
side of each hose with a floating flange to ease installation and replacement with
integral gasket.
2.1.2.2 Flexible Hose.
Provide ten (10) each 36” to 48” long 4” ID flexible flanged coupling applicable for
sewage where indicated on drawings. Hose liner shall be FEP with EPDM rubber cover
and shall be installed at transition from shore to pier to allow for movement and
expansion and contraction and as indicated on drawings. Circular 4” Hose working
pressure rating shall be minimum 150 PSI at 70°F. Flex connector shall have nylon
scuff jacket. Provide one side of each hose with a floating flange to ease
installation and replacement with PTFE compatible gasket.
2.2 VALVES AND OTHER PIPING ACCESSORIES
2.2.1 Ship-to-shore Knife Gate Valves 4 Inch Diameter (sanitary sewer)
Cast iron gate valve lined with 316 stainless steel with EPDM seats with 316
stainless steel gate, ANSI class 150. Knife valve shall be designed for wastewater
application and shall be complete with handwheel.
2.2.2 Ship-to-shore Check Valves 4 Inch Diameter (sanitary sewer)
Cast iron check valve with Neoprene elastomeric sleeve and epoxy coated interior and
exterior, designed for a hydraulic working pressure of 125 psi. Check valve shall be
designed for sewer/wastewater application and shall be operational in any position.
2.2.3 Pipe Support
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
SECTION 33 - Page 4 of 9
Use stainless steel type 304 stainless steel bolts, nuts, washers, anchors, shields
and supports for installation of equipment. Provide 8” long 18 Ga. stainless steel
shield at each support to protect pipe. Support pipe minimum of every seven (7)
feet. At changes in direction, provide two supports with in 12” of elbow. At all
valves, provide two supports with in 12” of valve. Provide complete with shield and
neoprene isolator or felt isolator to allow for expansion and contraction. Secure
to concrete.
2.2.3.1. Angles-Pipe Supports
Angle stainless steel pipe support shall be consist of factory assembled and welded
stainless steel type 304 and consist of minimum of three members of 2” x 2” x ¼”
thick with predrilled holes for attachment to structure and hanger rod. All
connections to structure shall be with stainless steel fasteners, washers, and nuts.
Each nut shall be accompanied by a washer.
2.2.3.2 Clevis Hanger Pipe Supports
Clevis hangers support shall consist of factory assembled and welded stainless steel
type 304 and consist of minimum of two members of 1-1/4” x 3/16” thick connected
with a rod and with 5/8” stainless steel all thread rod. All connections to
structure shall be with stainless steel fasteners, washers, and nuts. Each nut shall
be accompanied by a washer.
2.2.4 Miscellaneous Metals
Use stainless steel type 304 bolts, nuts, washers, anchors, and supports for
installation of equipment.
PART 3 EXECUTION
3.1 INSTALLATION
Provide sewer forced mains and ship-to-shore-ties in accordance with drawings and
requirements of the respective equipment manufacturers. Dampen and isolate
equipment vibration. Paint all exposed lines (excludes lines directly under pier)
gold colored with acrylic or latex paint manufactured for exterior use. Provide
primer-bonder suitable for PVC.
3.1.1 Installation of PVC Plastic Pressure Pipe and Fittings
Unless otherwise specified, install pipe and fittings in accordance with paragraph
entitled "General Requirements for Installation of Pipelines" of this section and
with the recommendations for pipe joint assembly and appurtenance installation in
AWWA M23, Chapter 7, "Installation" and all manufacturer recommendations.
a. Pipe Less than 100 mm( 4 Inch) Diameter:
(1) Solvent-weld joints shall comply with the manufacturer's instructions.
(2) Flanges: Exercise care to ensure that the gasket remains in proper
position. Comply with manufacturer’s instructions.
3.1.2 Valves
Installation of Valves: Make and assemble joints to gate valves and check valves as
specified for making and assembling the same type joints between pipe and fittings.
3.1.3 Force Main PVC SDR
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
SECTION 33 - Page 5 of 9
Comply with manufacturer’s instruction and recommendations. Support pipe under pier
on stainless steel hangers with all stainless steel hardware unless specified
otherwise.
3.1.4 Equipment Installation
Install equipment in accordance with these specifications and the manufacturer's
installation instructions. Install piping to avoid imposing stress on any
equipment. Match couplings and flanges accurately before securing bolts.
3.2 FIELD TESTS AND INSPECTIONS
Perform all field tests, and provide all labor, equipment, and incidentals required
for testing, except that water and electric power needed for field tests will be
furnished as set forth in Division 01. Produce evidence, when required, that any
item of work has been constructed in accordance with contract requirements.
3.2.1 Testing Procedure
Test in operation all equipment to demonstrate compliance with the contract
requirements. Open and close all valves two times to demonstrate valves are fully
functional.
3.2.2 Tests for Pressure Lines Forced Main Sanitary Sewer Piping
Test pressure lines in accordance with the applicable standard specified this
paragraph. For hydrostatic pressure test, use a hydrostatic pressure of 60 psi,
holding the pressure for a period of not less than two hours. Test HDPE plastic
pressure lines in accordance with the requirements of AWWA C605 for pressure tests,
using the allowable leakage given therein. Hydrostatically test each new piping
system at not less than 60 psig with no leakage or reduction in gage pressure for 2
hours.
3.2.3 Retesting
If any deficiencies are revealed during any test, such deficiencies shall be
corrected and the tests shall be reconducted until the results of the tests are
within specified allowances, without additional cost to the Government.
PART 4 PHOTOGRAPHS
4.1. Photographs are to assist the contractor, but do NOT depict the scope of work.
Photographs were shot prior to construction; but may not depict current conditions.
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
SECTION 33 - Page 6 of 9
EXISTING 4” PIER SANITARY SEWER AT RIGHT ALONG BULKHEAD (COLOR BLACK-GRAY) NEXT TO
OTHER MISC LINES WITH JP-5 FUEL LINE TO LEFT (COLOR WHITE) . PHOTOGRAPH OF PIER D2 LOOKING WEST.
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
SECTION 33 - Page 7 of 9
EXISTING 4” PIER SANITARY SEWER AT LEFT ALONG BULKHEAD (COLOR BLACK-GRAY) NEXT TO
THREE OTHER MISC LINES WITH JP-5 FUEL LINE TO RIGHT (COLOR WHITE) . PHOTOGRAPH OF PIER D2 LOOKING EAST.
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
SECTION 33 - Page 8 of 9
EXISTING 4” PIER SANITARY SEWER ALONG BULKHEAD (COLOR BLACK-GRAY. PHOTOGRAPH OF PIER
D2 LOOKING NORTH.
EXISTING 4” SANITARY SEWER SHIP-TO-SHORE CONNECTION SS#1.D2 TO BE REPLACED. NOTE THE
ABOVE GROUND TO UNDERGROUND TRANSITION (RIGHT PHOTO).
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
SECTION 33 - Page 9 of 9
ABOVE GROUND TO UNDERGROUND TRANSITION TO EXISTING 4” SANITARY SEWER SHIP-TO-SHORE
CONNECTION SS#1.D2 TO BE REPLACED. EXISTING UNDERGROUND LINE TO REMAIN.
EXISTING 4” SANITARY SEWER SHIP-TO-SHORE CONNECTION SS#2.D2 TO BE REPLACED
-- End of Section --
SUBMITTAL REGISTER PROJECT NUMBER 07-M9472TITLE AND LOCATION CONTRACTOR
REPAIR PIER AND INSTALL FENDERS, PIER D2, USCG SECTOR KEY WEST
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(a) (b) (c ) (d) (g) (h) (I) (j) (k) (l) (m) (n) (o) (p) (q) ( r)
01 11 00 GENERAL REQUIREMENTS
Certificates of Insurance
Surety Bonds
Schedule of Values
List of Proposed Subcontractors
List of Proposed Products
Health & Safety Plan
Environmental Protection Plan
01 32 01 PROJECT SCHEDULE
Construction Schedule
Progress Schedule
02 22 00 SELECTIVE DEMOLITION
Demolition plan or description of all demolition
procedures and sequence.
02 39 60 RESILLIENT FOAM FILLED MARINE FENDERS
Product Data/Material Specifications & Shop
Drawings
APPROVING AUTHORITYCONTRACT
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05 50 00 METAL FABRICATIONS
SUBMITTAL REGISTER PROJECT NUMBER 07-M9472TITLE AND LOCATION CONTRACTOR
REPAIR PIER AND INSTALL FENDERS, PIER D2, USCG SECTOR KEY WEST
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Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
ATTACHMENT 1
ASBESTOS AND LEAD SURVEY REPORTS
5751 Miami Lakes Drive Miami Lakes, Florida 33014 Tel (305) 374-8300 Environmental Services, LLC Fax (305) 374-9004 www.eeandg.com
Miami Melbourne Orlando Tampa
February 23, 2015 EE&G Project No. 2015-2251 Mr. Robert Guzman, P.E. Project Manager US Coast Guard CEU Miami 15608 SW 117th Avenue Miami, Florida 33177 Subject: Pre-Renovation Asbestos Survey
Pier D2 Repair Project Coast Guard Sector Key West 100 Trumbo Road Key West, Florida 33040
Dear Mr. Guzman: EE&G Environmental Services, LLC (EE&G) conducted an asbestos survey of Coast Guard Sector Key West Pier D2 located at 100 Trumbo Road, Key West, Florida. The purpose of this inspection was to identify the presence, extent, and condition of asbestos-containing materials (ACM) in the surveyed areas of the sanitary sewer line and concrete bulk head of Pier D2 for compliance with the Environmental Protection Agency (EPA) National Emissions Standards for Hazardous Air Pollutants (NESHAP), Monroe County and applicable local, State and Federal Guidelines. As such, the survey was limited to sampling the suspect materials of the sanitary sewer line and concrete bulkhead to be impacted during the upcoming renovations. The survey was conducted on February 12, 2015 by Hiram Aguiar (certified by the USEPA under the Asbestos Hazards Emergency Response Act, AHERA). This letter will serve as the final report for the assessment. SUMMARY EE&G collected a total of four samples of the following materials: red and black pipe gasket for the sanitary sewer line. None of the materials sampled were found to be ACM. See Appendix A for Laboratory Results.
SURVEY METHODS The accessible areas of the sanitary sewer line and concrete bulk head of Pier D2 were inspected for suspect ACM, unless otherwise noted. Each observed suspect material was assigned a homogenous area number, described, and measured. Each observed suspect material was either sampled or assumed to be asbestos-containing. Samples of suspect ACM were collected using procedures established by the United States (US) Environmental Protection Agency (EPA) Code of Federal Regulations (CFR) Title 40 Part 763 Subpart E, Asbestos-Containing Materials in Schools. Samples were sent to EMSL Analytical, Inc. in North Miami Beach, Florida for analysis. Upon arrival at the laboratory, the samples were logged-in and stored for analysis. Analyses were performed using the polarized light microscopy (PLM) method of asbestos detection using guidelines and procedures established in the Method for the Determination of Asbestos in Bulk Building Materials (EPA-600/R-93-116 July, 1993). Results were given as percent (%) asbestos
Mr. Robert Guzman, P.E. February 23, 2015 Page 2
USCG PIER D2 SURVEY
by volume. Samples found to contain greater than 1% asbestos were considered positive and listed as ACM. LIMITATIONS OF SURVEY This asbestos inspection report has been prepared by EE&G in a manner consistent with industry standards exercised by members of the profession practicing under similar conditions. No other warranty, expressed or implied is made. The intent of this survey report is to assist the owner or client in locating ACM. Under no circumstances is this survey to be utilized as a proposal or a project specification document without the expressed written consent of EE&G. The survey was conducted to identify suspect ACM in accessible areas of the sanitary sewer line and concrete bulk head of Pier D2 only. Some ACM may not have been discovered due to inaccessibility or missing/incomplete plans. Any suspect materials discovered subsequent to the issue of this survey report should be sampled and analyzed to determine asbestos content and to initiate appropriate responses. Analyses were carried out by PLM. While the most commonly accepted analytical method for detecting asbestos in bulk materials, PLM is known to have limited resolution and may not detect extremely small asbestos fibers. Certain materials, notably vinyl floor tiles, may contain extremely fine asbestos fibers that are beyond the resolution of PLM. EE&G's interpretations and recommendations are based upon the results of sample collection and analyses in compliance with environmental regulations, quality control and assurance standards, and the scope of work as indicated in EE&G’s proposal. The results, conclusions, and recommendations contained in this report pertain to conditions observed at the time of the survey. Other conditions elsewhere in the subject building(s) may differ from those in the inspected/surveyed locations and, such conditions are unknown, may change over time, and have not been considered. This report was prepared solely for the use of EE&G’s client, and is not intended for use by third party beneficiaries. The client shall indemnify and hold EE&G harmless against liability for loss arising out of or relating to reliance by a third party on work performed thereunder, or the contents of this report. EE&G will not be held responsible for the interpretation or use by others of data developed pursuant to the compilation of this report, or for use of segregated portions of this report.
Mr. Robert Guzman, P.E. February 23, 2015 Page 3
USCG PIER D2 SURVEY
SURVEY AREA DESCRIPTION AND OBSERVATIONS Pier D2 was observed to be constructed of concrete. Plumbing components were observed were PVC and metal. No pipe insulation was observed during this inspection of Pier D2. According to the client the scope-of-work included repair work on the sanitary sewer line and concrete bulk head. RESULTS The results of the PLM analyses and assessment of suspect ACM are as follows: Asbestos-containing materials (ACM) ACM was not found in the materials sampled that may be impacted by the planned renovations.
Nonasbestos-containing materials Asbestos was not detected or was found in amounts less than or equal to 1 percent in the following materials:
Black pipe gasket – sanitary sewer line. Red pipe gasket – sanitary sewer line.
The original laboratory report is included as Appendix A. CONCLUSIONS None of the materials sampled within the inspected area were found to contain asbestos. If other specific areas at this location are to be impacted during planned renovations or demolition, an asbestos survey of these areas will be required. Suspect materials discovered after this inspection should be sampled and analyzed to determine asbestos content and to initiate appropriate responses. RECOMMENDATIONS Notification to the Florida Department of Environmental Protection (FDEP) of intent to renovate is not necessary, however, the general contractor should have a copy of this survey at the site during the entire project as proof of compliance with 40 CFR 61 (NESHAP). EE&G appreciates the opportunity to provide the US Coast Guard CEU Miami with environmental consulting services. If you have any questions or require further clarifications, please do not hesitate to contact us at (305) 374-8300. Sincerely, Reviewed by Certified AHERA Building Inspector Jay W. Sall, CIH Senior Project Professional, EE&G IH Practice Director, EE&G Asbestos Consultant #AX0000011
Mr. Robert Guzman, P.E. February 23, 2015 Page 4
USCG PIER D2 SURVEY
Attachments: Appendix A: Laboratory Report Appendix B: Photographs Appendix C: Certificates
Mr. Robert Guzman, P.E. February 23, 2015 Appendices
USCG PIER D2 SURVEY
APPENDIX A
PLM LABORATORY RESULTS
EMSL Analytical, Inc.19501 NE 10th Ave. Bay A, N. Miami Beach, FL 33179
Phone/Fax: (305) 650-0577 / (305) 650-0578
http://www.EMSL.com [email protected]
171500678
CustomerID: EEG50
CustomerPO:
ProjectID:
EMSL Order:
Attn: Hiram Aguiar
EE & G
5751 Miami Lakes Drive East
Miami Lakes, FL 33014
Received: 02/16/15 10:15 AM
USCG Sector Key West Pier D2 / 2015-2251
Fax:
Phone: (305) 374-8300
Project:
2/17/2015Analysis Date:
2/12/2015Collected:
Sample Description Appearance % Type
AsbestosNon-Asbestos
% Fibrous % Non-Fibrous
Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using
Polarized Light Microscopy
1
171500678-0001
Pipe Gasket Black None Detected
Non-Fibrous
Homogeneous
Non-fibrous (other)100%
2
171500678-0002
Pipe Gasket Black None Detected
Non-Fibrous
Homogeneous
Non-fibrous (other)100%
3
171500678-0003
Pipe Gasket Red None Detected
Non-Fibrous
Homogeneous
Non-fibrous (other)100%
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171500678-0004
Pipe Gasket Red None Detected
Non-Fibrous
Homogeneous
Non-fibrous (other)100%
1THIS IS THE LAST PAGE OF THE REPORT.Test Report PLM-7.28.9 Printed: 2/17/2015 11:33:52 AM
Kimberly Wallace, Laboratory Manager
or other approved signatory
Analyst(s)
EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy, precision and uncertainty data available upon request. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Reporting limit is 1%
Samples analyzed by EMSL Analytical, Inc. N. Miami Beach, FL NVLAP Lab Code 200204-0
Initial report from 02/17/2015 11:33:52
Edgar Rodriguez (4)
OrderID: 171500678
Page 1 Of 1
Mr. Robert Guzman, P.E. February 23, 2015 Appendices
USCG PIER D2 SURVEY
APPENDIX B
INSPECTION PHOTOGRAPHS
Mr. Robert Guzman, P.E. February 23, 2015 Appendices
USCG PIER D2 SURVEY
Photo 1: Typical view of the sanitary sewer line on Pier D2 scheduled for renovations.
Photo 2: Close-up view of the PVC and metal constructed sanitary sewer line attached to
the concrete bulk head on Pier D2.
Mr. Robert Guzman, P.E. February 23, 2015 Appendices
USCG PIER D2 SURVEY
Photo 3: Nonacm black pipe gasket sampled during this inspection.
Photo 4: Nonacm red pipe gasket sampled during this inspection.
Mr. Robert Guzman, P.E. February 23, 2015 Appendices
USCG PIER D2 SURVEY
APPENDIX C
CERTIFICATES
5751 Miami Lakes Drive Miami Lakes, Florida 33014 Tel (305) 374-8300 Environmental Services, LLC Fax (305) 374-9004 www.eeandg.com
Miami Melbourne Orlando Tampa
February 23, 2015 EE&G Project No. 2015-2251 Mr. Robert Guzman, P.E. Project Manager US Coast Guard CEU Miami 15608 SW 117th Avenue Miami, Florida 33177 Subject: Pre-Renovation Lead Paint Survey Report
Pier D2 Repair Project Coast Guard Sector Key West 100 Trumbo Road Key West, Florida 33040
Dear Mr. Guzman: At the request of US Coast Guard CEU Miami (Client), EE&G Environmental Services, LLC (EE&G) conducted an assessment for the presence of lead in painted surfaces at the Coast Guard Sector Key West Pier D2 sanitary sewer line and concrete bulk head areas located at 100 Trumbo Road, Key West, FL. The purpose of the assessment was to determine the presence of lead in painted surfaces that will be disturbed during planned renovations/repair activities. The scope of these activities was described by the Client and included:
Removal or repair of the sanitary sewer line components. Repairing the concrete bulk head areas.
METHODS The renovation areas, identified by the Client’s on site representative were visually inspected and representative paint chips samples were collected from painted surfaces or coatings likely to be impacted based on component type and substrate. Based on the inspection, the following painted surfaces were identified as likely to be disturbed and therefore were tested:
Yellow paint on raised concrete barrier. Red paint on concrete bulk head. Grey paint on sanitary sewer PVC pipe. Yellow paint on concrete bulk head. Black paint on metal dock cleat. Paint on metal pipe connected to the sanitary sewer line. Gold and blue paint on metal pipe. Red paint on metal valve handle. Yellow paint on metal pipe cover. Blue paint on metal pipe valve. Gold paint on metal pipe valve.
The sampling was conducted in a manor to minimize the introduction of the substrate material into the samples. The samples were delivered to EMSL Laboratory, Inc. (EMSL) located in Cinnaminson, New Jersey. EMSL is an American Industrial Hygiene Association (AIHA) accredited laboratory in environmental lead for analysis by Flame AAS (Method SW 846, 7420) for total lead concentrations. The results were provided in percent by weight (% wt.).
Mr. Robert Guzman, P.E. February 23, 2015 Page 2
The United States Environmental Protection Agency (EPA) defines lead based paint (LBP) as paint or coatings with a result at or greater than 1.0 mg/cm2, 0.5 %/Wt. or 5,000 parts per million when measured by Flame AAS. The Occupation Safety and Health Administration (OSHA) considers measurable quantities of lead in paints and coatings to be lead-containing. Due to the potential for lead dust to be generated or migrate beyond the work area during renovation/demolition activities, both the EPA and OSHA criteria were used to interpret data. The EPA's Lead Renovation, Repair and Painting Rule (RRP Rule) guides contractors who will be conducting activities that will impact LBP but is not intended to be used to abate, mitigate or completely remove lead-containing materials. Those activities are regulated in the Toxic Substances Control Act (TSCA) sections 402/404. LIMITATIONS This sample analysis letter report has been prepared by EE&G in a manner consistent with industry standards exercised by members of the profession practicing under similar conditions. No other warranty, expressed or implied is made. The intent of this survey was to assist the Client in identifying lead in paint, as defined by the EPA as well as OSHA. Should renovation/demolition plans change from that stated in this report or if work shall impact other building components which were not sampled during this limited survey, the contractor should not impact said building materials until the materials are sampled. Under no circumstances is this letter to be utilized as a proposal or a project specification document without the expressed written consent of EE&G. EE&G's interpretations and recommendations are based upon the results of the sample analyses in compliance with environmental regulations, and information provided to EE&G by the Client. This report was prepared solely for the use of EE&G’s client, US Coast Guard CEU Miami, and is not intended for use by third party beneficiaries. The client, and shall indemnify and hold EE&G harmless against liability for loss arising out of or relating to reliance on by third party work performed thereunder, or the contents of this report. EE&G will not be held responsible for the interpretation or use by others of data developed pursuant to the compilation of this report, nor for use of segregated portions of this report. FINDINGS EE&G collected 21 representative paint chips, results of the laboratory analysis follows:
1) Yellow paint on raised concrete barrier (BERM) #1 4.1 % wt. 2) Yellow paint on raised concrete barrier (BERM) #2 4.3 % wt. 3) Yellow paint on raised concrete barrier (BERM) #3 4.3 % wt. 4) Yellow paint on raised concrete barrier (BERM) #4 1.7 % wt. 5) Red paint on concrete bulk head 0.013 % wt. 6) Red paint on concrete bulk head <0.023 % wt. 8) Grey paint on PVC sanitary pipe. <0.034 % wt. 9) Yellow paint on concrete bulk head <0.010 % wt. 10) Yellow paint on concrete bulk head <0.091 % wt. 11) Yellow paint on concrete bulk head <0.010 % wt. 12) Black paint on metal dock cleat 0.46 % wt. 13) Black paint on metal dock cleat 0.37 % wt.
Mr. Robert Guzman, P.E. February 23, 2015 Page 3
14) Black paint on metal dock cleat <0.010 % wt. 15) Black paint on metal dock cleat <0.010 % wt. 16) Paint on metal pipe for sanitary sewer <0.010 % wt. 17) Gold/blue paint on metal pipe valve pipe by electrical panel <0.015 % wt. 18) Red paint on metal valve handle 0.093 % wt. 19) Yellow paint on metal pipe cover by barrier #1 <0.010 % wt. 20) Blue paint on metal valve by barrier #1 0.22 % wt. 21) Gold paint on metal pipe valve by barrier #2 <0.010 % wt.
A copy of the laboratory report is attached. CONCLUSIONS AND RECOMMENDATIONS Based upon the results of the survey, EE&G presents the following conclusions and recommendations:
The samples from the raised concrete barriers (BERM 1-4) were found to be LBP as defined by the EPA. Samples from the concrete bulk head, metal dock cleat, and metal valves were found to contain measurable quantities of lead but were below the EPA threshold of LBP. OSHA considers measurable quantities of lead in paints and coatings to be lead-containing and a potential source of exposure. Furthermore, it is the experience of EE&G as well as generally recognized within the industry that certain activities when performed on paint that contains even low concentrations of lead can result in significant contamination.
The EPA's RRP requires that contractors performing renovation, repair, and
painting projects that disturb lead-based paint in residences and child care facilities constructed before 1978 have their firm certified by the EPA (or an EPA authorized state), use certified renovators who are trained by EPA-approved training providers and follow lead-safe work practices. Additionally, activities that would pulverize, crush, abrade, dissolve or heat and potentially release lead dust or fumes from lead-containing materials must be performed by workers in accordance with the OSHA standard for removal of lead-containing paint. If these materials can remain intact during renovation, then no other special handling is required.
To comply with OSHA lead regulation 29 CFR 1926.62, this report should be
made available to personnel that will conduct the demolition operations at this facility. This regulation considers coatings that contain measurable amounts of lead to be lead-based paint and mandates protective measures when a painting or demolition project involves the disturbance of painted components in such a way as to cause airborne emissions of lead particulate (sanding, scraping, grinding, etc.). These protective measures include: hazard communication training, personnel protection (respirators, protective suits, etc.), engineering controls and personnel air monitoring until results of the personnel monitoring indicate airborne lead concentrations below the Action Level (AL) of 30 micrograms per cubic meter as an eight-hour time weighted average (TWA). In lieu of the above protective measures, painting and or demolition personnel may provide objective historical data from previous similar projects to demonstrate that the AL for lead will not be exceeded.
Mr. Robert Guzman, P.E. February 23, 2015 Page 4
Should renovations impact other painted components which were not sampled, further testing of those materials would be warranted. Please contact the undersigned with questions regarding this letter. Sincerely, Reviewed by Hiram A. Aguiar Jay Sall, C.I.H. Senior Project Professional, EE&G Senior Technical Advisor, EE&G EPA Certified Lead Based Paint Risk Assessor Appendices Appendix A: Laboratory Analysis Report Appendix B: Photographs Appendix C: Certificates
Mr. Robert Guzman, P.E. February 23, 2015 Appendices
APPENDIX A
LABORATORY ANALYSIS REPORT FLAME AAS (SW 846 3050B/7000B)
Client Sample Description ConcentrationLab ID AnalyzedLead
Collected
EMSL Analytical, Inc.200 Route 130 North, Cinnaminson, NJ 08077
Phone/Fax: (856) 303-2500 / (856) 786-5974
http://www.EMSL.com [email protected]
Attn: Hiram Aguiar
EE & G
5751 Miami Lakes Drive East
Miami Lakes, FL 33014
Received: 02/16/15 10:00 AM
USCG Sector KW- Pier D2- 100 Trumbo Road, FL 33040 EEG P#2015-2251
Fax:
Phone: (305) 374-8300
Project:
2/12/2015Collected:
Test Report: Lead in Paint Chips by Flame AAS (SW 846 3050B/7000B)*
201501662
CustomerID: EEG50
CustomerPO:
ProjectID:
EMSL Order:
Site: Yellow Paint on Raised Concrete Barrier (BERM) #1
201501662-00011 4.1 % wt2/17/20152/12/2015
Site: Yellow Paint on Raised Concrete Barrier (BERM) #2
201501662-00022 4.3 % wt2/17/20152/12/2015
Site: Yellow Paint on Raised Concrete Barrier (BERM) #3
201501662-00033 4.3 % wt2/17/20152/12/2015
Site: Yellow Paint on Raised Concrete Barrier (BERM) #4
201501662-00044 1.7 % wt2/17/20152/12/2015
Site: Red Paint on Concrete Bulkhead
201501662-00055 0.013 % wt2/17/20152/12/2015
Site: Red Paint on Concrete Bulkhead
201501662-00066 <0.023 % wt2/17/20152/12/2015
Site: Grey Paint on PVC Sanitary Sewer Line
201501662-00088 <0.034 % wt2/17/20152/12/2015
Site: Yellow Paint on Concrete Bulkhead
201501662-00099 <0.010 % wt2/17/20152/12/2015
Site: Yellow Paint on Concrete Bulkhead
201501662-001010 0.091 % wt2/17/20152/12/2015
Site: Yellow Paint on Concrete Bulkhead
201501662-001111 <0.010 % wt2/17/20152/12/2015
Site: Black Paint on Metal Cleat
201501662-001212 0.46 % wt2/17/20152/12/2015
Site: Black Paint on Metal Cleat
201501662-001313 0.37 % wt2/17/20152/12/2015
Site: Black Paint on Metal Cleat
201501662-001414 <0.010 % wt2/17/20152/12/2015
Site: Black Paint on Metal Cleat
201501662-001515 <0.010 % wt2/17/20152/12/2015
Site: Paint on Metal Pipe for Sanitary Sewer Line
201501662-001616 <0.010 % wt2/17/20152/12/2015
Page 1 of 2
Julie Smith - Laboratory DirectorNJ-NELAP Accredited:03036or other approved signatory
Test Report ChmSnglePrm/nQC-7.32.3 Printed: 2/18/2015 4:02:27 PM
*Analysis following Lead in Paint by EMSL SOP/Determination of Environmental Lead by FLAA. Reporting limit is 0.010 % wt based on the minimum sample weight per our SOP. Unless noted, results in
this report are not blank corrected. This report relates only to the samples reported above and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for
sample collection activities. Samples received in good condition unless otherwise noted. "<" (less than) result signifies that the analyte was not detected at or above the reporting limit. Measurement of uncertainty is available upon request. The QC data associated with the sample results included in this report meet the recovery and precision requirements established by the AIHA-LAP, unless specifically
indicated otherwise.
Samples analyzed by EMSL Analytical, Inc. Cinnaminson, NJ NELAP Certifications: NJ 03036, NY 10872, PA 68-00367, AIHA-LAP, LLC ELLAP 100194, A2LA 2845.01
Initial report from 02/18/2015 16:02:27
Client Sample Description ConcentrationLab ID AnalyzedLead
Collected
EMSL Analytical, Inc.200 Route 130 North, Cinnaminson, NJ 08077
Phone/Fax: (856) 303-2500 / (856) 786-5974
http://www.EMSL.com [email protected]
Attn: Hiram Aguiar
EE & G
5751 Miami Lakes Drive East
Miami Lakes, FL 33014
Received: 02/16/15 10:00 AM
USCG Sector KW- Pier D2- 100 Trumbo Road, FL 33040 EEG P#2015-2251
Fax:
Phone: (305) 374-8300
Project:
2/12/2015Collected:
Test Report: Lead in Paint Chips by Flame AAS (SW 846 3050B/7000B)*
201501662
CustomerID: EEG50
CustomerPO:
ProjectID:
EMSL Order:
Site: Gold/Blue Paint on Metal Pipe by Electrical Panel
201501662-001717 <0.015 % wt2/17/20152/12/2015
Site: Red Paint on Metal Valve Handle
201501662-001818 0.093 % wt2/17/20152/12/2015
Site: Yellow Paint on Pipe Cover by Barrier #1
201501662-001919 <0.010 % wt2/17/20152/12/2015
Site: Blue Paint on Metal Valve by Barrier #1
201501662-002020 0.22 % wt2/12/2015
Site: Gold Paint on Metal Pipe Valve by Barrier #2
201501662-002121 <0.010 % wt2/12/2015
Matrix spike recovery and sample duplicate result were outside control limits due to the non-homogeneity of the matrix. All other QC met method criteria.
Page 2 of 2
Julie Smith - Laboratory DirectorNJ-NELAP Accredited:03036or other approved signatory
Test Report ChmSnglePrm/nQC-7.32.3 Printed: 2/18/2015 4:02:27 PM
*Analysis following Lead in Paint by EMSL SOP/Determination of Environmental Lead by FLAA. Reporting limit is 0.010 % wt based on the minimum sample weight per our SOP. Unless noted, results in
this report are not blank corrected. This report relates only to the samples reported above and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for
sample collection activities. Samples received in good condition unless otherwise noted. "<" (less than) result signifies that the analyte was not detected at or above the reporting limit. Measurement of uncertainty is available upon request. The QC data associated with the sample results included in this report meet the recovery and precision requirements established by the AIHA-LAP, unless specifically
indicated otherwise.
Samples analyzed by EMSL Analytical, Inc. Cinnaminson, NJ NELAP Certifications: NJ 03036, NY 10872, PA 68-00367, AIHA-LAP, LLC ELLAP 100194, A2LA 2845.01
Initial report from 02/18/2015 16:02:27
OrderID: 201501662
Page 1 Of 2
OrderID: 201501662
Page 2 Of 2
Mr. Robert Guzman, P.E. February 23, 2015 Appendices
APPENDIX B
PHOTOGRAPHS
Mr. Robert Guzman, P.E. February 23, 2015 Appendices
Photo 1: Yellow paint identified as LBP on raised concrete barrier (BERM) during
this inspection.
Photo 2: Typical LBP on raised concrete barrier (BERM).
Mr. Robert Guzman, P.E. February 23, 2015 Appendices
Photo 3: Metal dock cleat paint found to contain measurable quantities of lead but
was below the EPA threshold of LBP.
Photo 4: Red paint on metal valve found to contain measurable quantities of lead
but was below the EPA threshold of LBP.
Mr. Robert Guzman, P.E. February 23, 2015 Appendices
Photo 5: Blue paint on metal pipe valve found to contain measurable quantities of
lead but was below the EPA threshold of LBP.
Photo 6: Yellow paint on concrete bulk head found to contain measurable
quantities of lead but was below the EPA threshold of LBP.
Mr. Robert Guzman, P.E. February 23, 2015 Appendices
Photo 7: Red paint on concrete bulk head found to contain measurable quantities
of lead but was below the EPA threshold of LBP.
Mr. Robert Guzman, P.E. February 23, 2015 Appendices
APPENDIX C
CERTIFICATES
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
ATTACHMENT 2
STANDARD MANATEE, SEA TURTLE AND SMALLTOOTH SAW FISH
CONDITIONS FOR IN WATER WORK
STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011
The permittee shall comply with the following conditions intended to protect manatees from direct project effects: a. All personnel associated with the project shall be instructed about the presence of manatees and
manatee speed zones, and the need to avoid collisions with and injury to manatees. The permittee shall advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing manatees which are protected under the Marine Mammal Protection Act, the Endangered Species Act, and the Florida Manatee Sanctuary Act.
b. All vessels associated with the construction project shall operate at "Idle Speed/No Wake” at all
times while in the immediate area and while in water where the draft of the vessel provides less than a four-foot clearance from the bottom. All vessels will follow routes of deep water whenever possible.
c. Siltation or turbidity barriers shall be made of material in which manatees cannot become
entangled, shall be properly secured, and shall be regularly monitored to avoid manatee entanglement or entrapment. Barriers must not impede manatee movement.
d. All on-site project personnel are responsible for observing water-related activities for the presence
of manatee(s). All in-water operations, including vessels, must be shutdown if a manatee(s) comes within 50 feet of the operation. Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation, or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation. Animals must not be herded away or harassed into leaving.
e. Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and
Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922. Collision and/or injury should also be reported to the U.S. Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida, and to FWC at [email protected]
f. Temporary signs concerning manatees shall be posted prior to and during all in-water project activities. All signs are to be removed by the permittee upon completion of the project. Temporary signs that have already been approved for this use by the FWC must be used. One sign which reads Caution: Boaters must be posted. A second sign measuring at least 8 ½” by 11" explaining the requirements for “Idle Speed/No Wake” and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities. These signs can be viewed at MyFWC.com/manatee. Questions concerning these signs can be sent to the email address listed above.
UNITED STATES DEPARTMENT OF COMMERCE
National Oceanic and Atmospheric Administration
NATIONAL MARINE FISHERIES SERVICE
Southeast Regional Office
263 13th Avenue South
St. Petersburg, FL 33701
SEA TURTLE AND SMALLTOOTH SAWFISH CONSTRUCTION CONDITIONS
The permittee shall comply with the following protected species construction conditions:
a. The permittee shall instruct all personnel associated with the project of the potential
presence of these species and the need to avoid collisions with sea turtles and smalltooth
sawfish. All construction personnel are responsible for observing water-related activities
for the presence of these species.
b. The permittee shall advise all construction personnel that there are civil and criminal
penalties for harming, harassing, or killing sea turtles or smalltooth sawfish, which are
protected under the Endangered Species Act of 1973.
c. Siltation barriers shall be made of material in which a sea turtle or smalltooth sawfish
cannot become entangled, be properly secured, and be regularly monitored to avoid
protected species entrapment. Barriers may not block sea turtle or smalltooth sawfish
entry to or exit from designated critical habitat without prior agreement from the National
Marine Fisheries Service’s Protected Resources Division, St. Petersburg, Florida.
d. All vessels associated with the construction project shall operate at “no wake/idle” speeds
at all times while in the construction area and while in water depths where the draft of the
vessel provides less than a four-foot clearance from the bottom. All vessels will
preferentially follow deep-water routes (e.g., marked channels) whenever possible.
e. If a sea turtle or smalltooth sawfish is seen within 100 yards of the active daily
construction/dredging operation or vessel movement, all appropriate precautions shall be
implemented to ensure its protection. These precautions shall include cessation of
operation of any moving equipment closer than 50 feet of a sea turtle or smalltooth
sawfish. Operation of any mechanical construction equipment shall cease immediately if
a sea turtle or smalltooth sawfish is seen within a 50-ft radius of the equipment.
Activities may not resume until the protected species has departed the project area of its
own volition.
f. Any collision with and/or injury to a sea turtle or smalltooth sawfish shall be reported
immediately to the National Marine Fisheries Service’s Protected Resources Division
(727-824-5312) and the local authorized sea turtle stranding/rescue organization.
Revised: February 21, 2006
O:\forms\Sea Turtle and Smalltooth Sawfish Construction Conditions.doc
Repair Pier and Install Fenders PNUM 07-M9472
Pier D2, USCG Sector Key West
ATTACHMENT 3
ACOE PERMIT REQUIREMENTS
Regulatory Division South Permits Branch Miami Section SAJ-2006-05507 (NW-GGM) U.S Coast Guard Sector Key West c/o Andrew L. Bobick USCG, Commanding Officer Trumbo Point Annex Key West, FL 33040 Dear Mr. Bobick: Your application for a Department of the Army permit received on May 12, 2015, has been assigned number SAJ-2006-05507. A review of the information and drawings provided shows the project is to perform above mean high water line (MHWL) rehabilitation of Pier D2 in the same footprint as of all existing structures. Specifically to repair Pier D2 concrete bulkhead on the north, west and south sides by refurbishing 400 ft³ (54.3 ft²) of the north concrete seawall cap; repairing 200 ft³ (34.2 ft²) of the west concrete seawall cap; repairing the timber on the southeast end of Pier D2 by replacing the decking of the small boat mooring piers, all timber repairs will be in the same footprint. Additionally, the work will include the relocation of eight (8) existing rubber fenders from the northwest side of Pier D2 to the northeast side; installation of five (5) new 5-foot by 8-foot rubber fenders; replacement of steel cleats and steel bollard; replacement of 650 linear feet of existing 4-inch diameter above grade flexible sanitary sewer line; provide three new sanitary-sewer ship-to-shore ties, consisting of 4 inches check, 4 inches knife valve, supports, and hose support on the north side of Pier D2, as depicted on the attached plans ( 8 pages). Temporary turbidity curtains will be deployed for the duration of all construction activities, in/over waters of the United States. Work is in U.S. navigable waters in accordance with the enclosed site plans (8 pages). All work shall be performed above the mean high water line (MHWL) and within the same existing footprint; no additional mooring shall result from the authorization of this work. The project is located at 100 Trumbo Drive, currently a Coast Guard facility within a Harbor at Trumbo Point Annex; legally described as Section 30, Township 67 South, Range 25 East, Key West, Monroe County, Florida 33040. (RE# 00001750-000000). Approximate Central Coordinates: Latitude: 24.566229 ° Longitude: -81.800305 °
DEPARTMENT OF THE ARMY JACKSONVILLE DISTRICT CORPS OF ENGINEERS
MIAMI REGULATORY OFFICE 9900 SOUTHWEST 107th Ave, SUITE 203
MIAMI, FLORIDA 33176
July 17, 2015 REPLY TO ATTENTION OF
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Your project, as depicted on the enclosed drawings, is authorized by Nationwide Permit (NWP) Number 3. In addition, project specific conditions have been enclosed. This verification is valid until March 18, 2017. Furthermore, if you commence or are under contract to commence this activity before the date that the relevant nationwide permit is modified or revoked, you will have 12 months from the date of the modification or revocation of the NWP to complete the activity under the present terms and conditions of this nationwide permit. Please access the U.S. Army Corps of Engineers' (Corps) Jacksonville District's Regulatory Internet page to access Internet links to view the Final Nationwide Permits, Federal Register Vol. 77, dated February 21, 2012, specifically pages 10270 – 10290, the Corrections to the Final Nationwide Permits, Federal Register 77, March 19, 2012, and the List of Regional Conditions. The Internet page address is:
http://www.saj.usace.army.mil/Missions/Regulatory.aspx Please be aware this Internet address is case sensitive and should be entered as it appears above. Once there you will need to click on “Source Book”; and, then click on “Nationwide Permits.” These files contain the description of the Nationwide Permit authorization, the Nationwide Permit general conditions, and the regional conditions, which apply specifically to this verification for NWP 3. Enclosed is a list of the six General Conditions, which apply to all Department of the Army authorizations. You must comply with all of the special and general conditions and any project specific condition of this authorization or you may be subject to enforcement action. In the event you have not completed construction of your project within the specified time limit, a separate application or re-verification may be required. The following special conditions are included with this verification: 1. Reporting Address: The Permittee shall submit all reports, notifications, documentation and correspondence required by the general and special conditions of this permit to the following address: a. For standard mail: U.S. Army Corps of Engineers, Regulatory Division, Special Projects and Enforcement Branch, 9900 Southwest 107th Avenue, Suite 203, Miami, Florida 33176. b. For electronic mail [email protected] (not to exceed 10 MB). The Permittee shall reference this permit number, SAJ-2006-05507 (NW-3-GGM), on all submittals.
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2. Self-Certification: Within 60 days of completion of the work authorized by this permit, the Permittee shall complete the attached “Self-Certification Statement of Compliance” form (Attached) and submit it to the Corps. In the event that the completed work deviates in any manner from the authorized work, the Permittee shall describe the deviations between the work authorized by this permit and the work as constructed on the “Self-Certification Statement of Compliance” form. The description of any deviations on the “Self-Certification Statement of Compliance” form does not constitute approval of any deviations by the Corps.
3. Commencement Notice: Within ten (10) days from the date of initiating the authorized work, the Permittee shall provide to the Corps a written notification of the date of commencement of work authorized by this permit. 4. Assurance of Navigation and Maintenance: The Permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structures or work herein authorized, or if in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the Permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. 5. Manatee Conditions: The Permittee shall abide by the enclosed standard construction conditions designed to protect the endangered West Indian manatee, 2011. 6. Turbidity Barriers: Prior to the initiation of any of the work authorized by this permit, the Permittee shall install floating turbidity barriers with weighted skirts that extend to within 1 foot of the bottom around all work areas that are in, or adjacent to, surface waters. The turbidity barriers shall remain in place and be maintained until the authorized work has been completed and all suspended and erodible materials have been stabilized. Turbidity barriers shall be removed upon stabilization of the work area. 7. Posting of Permit: Posting of Permit: The Permittee shall ensure that all contractors, sub-contractors, and entities associated with the implementation of the project review, understand, and comply with the approved plans and special conditions made part of this permit. The Permittee shall inform all parties associated with the activity of the construction area boundaries, and the location of adjacent submerged aquatic resources (SAR) (i.e. corals, seagrass) to be avoided. Complete copies of the permit and approved plans shall be available at the construction site at all times.
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Failure to comply with the approved plans and permit special conditions may subject the Permittee to enforcement action.
8. Agency Changes/Approvals: Should any other agency require and/or approve changes to the work authorized or obligated by this permit, the Permittee is advised a re-verification to this permit instrument is required prior to initiation of those changes. It is the Permittee’s responsibility to request a re-verification of this permit from the Miami Permits Section. The Corps reserves the right to fully evaluate, amend, and approve or deny the request for re-verification of this permit. 9. Historic Properties: a. No structure or work shall adversely affect impact or disturb properties listed in the National Register of Historic Places (NRHP) or those eligible for inclusion in the NRHP. b. If during the ground disturbing activities and construction work within the permit area, there are archaeological/cultural materials encountered which were not the subject of a previous cultural resources assessment survey (and which shall include, but not be limited to: pottery, modified shell, flora, fauna, human remains, ceramics, stone tools or metal implements, dugout canoes, evidence of structures or any other physical remains that could be associated with Native American cultures or early colonial or American settlement), the Permittee shall immediately stop all work and ground-disturbing activities within a 100-meter diameter of the discovery and notify the Corps within the same business day (8 hours). The Corps shall then notify the Florida State Historic Preservation Officer (SHPO) and the appropriate Tribal Historic Preservation Officer(s) (THPO(s)) to assess the significance of the discovery and devise appropriate actions. c. Additional cultural resources assessments may be required of the permit area in the case of unanticipated discoveries as referenced in accordance with the above Special Condition ; and if deemed necessary by the SHPO, THPO(s), or Corps, in accordance with 36 CFR 800 or 33 CFR 325, Appendix C (5). Based, on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend or revoke the permit in accordance with 33 CFR Part 325.7. Such activity shall not resume on non-federal lands without written authorization from the SHPO for finds under his or her jurisdiction, and from the Corps. d. In the unlikely event that unmarked human remains are identified on non-federal lands, they will be treated in accordance with Section 872.05 Florida Statutes. All work and ground disturbing activities within a 100-meter diameter of the unmarked human remains shall immediately cease and the Permittee shall immediately notify the medical examiner, Corps, and State Archeologist within the same business day (8-hours). The Corps shall then notify the appropriate SHPO and THPO(s). Based, on the
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circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend or revoke the permit in accordance with 33 CFR Part 325.7. Such activity shall not resume without written authorization from the State Archeologist and from the Corps. 10. Best Management Practice (BMP): Environmental controls and BMP must be implemented to properly contain construction materials and prevent fugitive particulates from entering surrounding waters during the repairs to the existing seawall.
This authorization does not include conditions that would prevent the ‘take’ of a state-listed fish of wildlife species. These species are protected under sec. 379.411, Florida Statues, and listed under Rule 68A-27, Florida Administrative Code. With regard to fish and wildlife species designated as species of special concern or threatened by the State of Florida, you are responsible for coordinating directly with the Florida Fish and Wildlife Conservation Commission (FWC). Permittees can visit the FWC license and permitting webpage (http://ww.myfwc.com/license/wildlife/) for more information, including a list of those fish and wildlife species designated as species of special concern or threatened. The Florida Natural Areas Inventory (http://www.fnai.org/) also maintains updates lists, by country, of documented occurrences of those species. If you are unable to access the internet or require a hardcopy of any of the conditions, limitations, or expiration date for the above referenced GP, please contact Gletys Guardia-Montoya by telephone at 305-526-2515 or by email at [email protected]. Thank you for your cooperation with our permit program. The Corps Jacksonville District Regulatory Division is committed to improving service to our customers. We strive to perform our duty in a friendly and timely manner while working to preserve our environment. We invite you to take a few minutes to visit http://per2.nwp.usace.army.mil/survey.html and complete our automated Customer Service Survey. Your input is appreciated – favorable or otherwise. Again, please be aware this web address is case sensitive and should be entered as it appears above.
Sincerely, Gletys Guardia-Montoya Project Manager
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Enclosures: General Conditions Self-Certification Statement of Compliance Permit Transfer Request Site plans dated by the Corps July 17, 2015 Pre-Jurisdictional Determination dated July 17, 2015 FWS Standard Manatee Conditions for In-Water Work (2011) Copies Furnished via e-mail: Agent: Andrew L. Bobick USCG, Commanding Officer [email protected]
Robert A. Guzman, P.E. [email protected]
CESAJ-RD-PE
GENERAL CONDITIONS 33 CFR PART 320-330
PUBLISHED FEDERAL REGISTER DATED 13 NOVEMBER 1986 1. The time limit for completing the work authorized ends on date identified in the letter. If you find that you need more time to complete the authorized activity, submit your request for a time extension to this office for consideration at least one month before the above date is reached. 2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area. 3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and state coordination required to determine if the remains warrant a recovery effort of if the site is eligible for listing in the National Register of Historic Places. 4. If you sell the property associated with this permit you must obtain the signature of the new owner in the space provided and forward a copy of the permit to this office to validate the transfer of this authorization. 5. If a conditioned water quality certification has been issued for your project, you must comply with the conditions specified in the certification as special conditions to this permit. For your convenience, a copy of the certification is attached if it contains such conditions. 6. You must allow a representatives from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit.
SELF-CERTIFICATION STATEMENT OF COMPLIANCE
Permit Number: NW-3
Application Number: SAJ-2006-05507
Permittee’s Name & Address (please print or type):____________________________________ ___________________________________________________________________ ___________________________________________________________________ Telephone Number:___________________________________________________ Location of the Work:___________________________________________________________ _____________________________________________________________________________ Date Work Started:______________ Date Work Completed:______________ PROPERTY IS INACCESSIBLE WITHOUT PRIOR NOTIFICATION: YES ____NO___ PLEASE CONTACT ____________________________ AT ____________________________ TO SCHEDULE AN INSPECTION Description of the Work (e.g. bank stabilization, residential or commercial filling, docks, dredging, etc.): _____________________________________________________________________________ _____________________________________________________________________________ Acreage or Square Feet of Impacts to Waters of the United States: _______________________ Describe Mitigation completed (if applicable):________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ Describe any Deviations from Permit (attach drawing(s) depicting the deviations): _____________________________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________
******************** I certify that all work, and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit. Any deviations as described above are depicted on the attached drawing(s).
______________________________ Signature of Permittee
______________________________ Date
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DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST
PERMIT NUMBER: SAJ-2006-05507 (NW-GGM) When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. Although the construction period for works authorized by Department of the Army permits is finite, the permit itself, with its limitations, does not expire. To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions, have the transferee sign and date below and mail to the U.S. Army Corps of Engineers, Enforcement Branch, Post Office Box 4970, Jacksonville, FL 32232-0019. ___________________________________ ___________________________ (TRANSFEREE-SIGNATURE) (SUBDIVISION) ___________________________________ _____________ ______________ (DATE) (LOT) (BLOCK) __________________________ ___________________________________ (STREET ADDRESS) (NAME-PRINTED) ___________________________________ (MAILING ADDRESS) ___________________________________ (CITY, STATE, ZIP CODE
STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011
The permittee shall comply with the following conditions intended to protect manatees from direct project effects: a. All personnel associated with the project shall be instructed about the presence of manatees and
manatee speed zones, and the need to avoid collisions with and injury to manatees. The permittee shall advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing manatees which are protected under the Marine Mammal Protection Act, the Endangered Species Act, and the Florida Manatee Sanctuary Act.
b. All vessels associated with the construction project shall operate at "Idle Speed/No Wake” at all
times while in the immediate area and while in water where the draft of the vessel provides less than a four-foot clearance from the bottom. All vessels will follow routes of deep water whenever possible.
c. Siltation or turbidity barriers shall be made of material in which manatees cannot become
entangled, shall be properly secured, and shall be regularly monitored to avoid manatee entanglement or entrapment. Barriers must not impede manatee movement.
d. All on-site project personnel are responsible for observing water-related activities for the presence
of manatee(s). All in-water operations, including vessels, must be shutdown if a manatee(s) comes within 50 feet of the operation. Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation, or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation. Animals must not be herded away or harassed into leaving.
e. Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and
Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922. Collision and/or injury should also be reported to the U.S. Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida, and to FWC at [email protected]
f. Temporary signs concerning manatees shall be posted prior to and during all in-water project activities. All signs are to be removed by the permittee upon completion of the project. Temporary signs that have already been approved for this use by the FWC must be used. One sign which reads Caution: Boaters must be posted. A second sign measuring at least 8 ½” by 11" explaining the requirements for “Idle Speed/No Wake” and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities. These signs can be viewed at MyFWC.com/manatee. Questions concerning these signs can be sent to the email address listed above.
RIVERS AND HARBORS ACT SECTION 10 DETERMINATION OF JURISDICTION Project Name: D-2-Bulkhead, Piers & Fenders Repair. Action ID: SAJ- 2006-05507 Applicant: U.S Coast Guard Sector Key West, Andrew L. Bobick USCG, Commanding Officer There are “navigable waters of the U.S.” within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the review area. Waterbody: Harbor within Florida Bay Waters have been determined to be navigable because: Navigation Study Judicial interpretation in a Federal court of law Waters subject to the ebb and flow of the tide Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce. Explain: By Definition The Florida Bay is aTNW. Project Manager: Gletys Guardia-Montoya Date: July 17, 2015
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