IFB_Electronic_PRA-MORA_SR123_I.pdf

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WA PRA-MORA 10(11), SR 123-2 & SR 410-1C
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DTFH70-08-B-00001
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Part 4 - Storm Water Pollution Prevention Plan_SR123

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Stormwater Pollution Prevention Plan

Storm Water Pollution Prevention Plan Project: WA PRA-MORA 10(11), SR 123-2 and SR 410-1c

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1. PROJECT INFORMATION AND SITE DESCRIPTION

1.1. Project Information

Project Name: SR 123-2 and SR 410-1c Project Number: WA PRA-MORA 10(11) Project Address: SR 123 Milepost 10.5-16.3 and SR 410 Mile post 65.6-67.0 County: Pierce Federal Lands: Mount Rainier National Park Township, Range, Section, ¼ Section:

T16N, RN10E, Sections 31, 32, 29, 19, & 20

Owner and Maintenance Information:

Mount Rainier National Park Star Route Tahoma Woods

Ashford, Washington 98304

Federal Highway Administration (FHWA) 610 East Fifth Street Vancouver, WA 98661-3893

The FHWA is preparing the design and will administer the construction contract. The NPS owns all of the land at and around the roadway and WSDOT maintain the road after construction is completed.

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Project: WA PRA-MORA 10(11), SR 123-2 and SR 410-1c

Location Map

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2. PROJECT DESCRIPTION AND SCHEDULE

2.1. Project Site, Vicinity, and Schedule

The National Park Service, in cooperation with the Western Federal Lands Highway Division (WFHLD) of the Federal Highway Administration, is planning to repair part of Washington State Route 123 from MP 10.5 to MP 16.3 and State Route 410 from MP 65.6 to 67.0. WA SR123 serves as the primary access to the north, east and south sections of the Mt. Rainier National Park. WA SR 410 serves as one of the five primary east-west cross Cascade highways that links the Puget Sound and Yakima areas in the state. The existing condition of the roads is poor. Frost heaving and infiltration of water into the base, subbase, and embankments have all contributed to the continuing deterioration of the road and the need for improvement.

This project will consist of recycling and overlaying the roadway within the project limits along the existing alignment. The existing pavement will be recycled in place and used as base course. A new lift (2” depth) of hot asphalt will be constructed over the recycled base. Approximately 23 turnouts will be redesigned, with a small change in the footprint. Approximately 8,100 square yards of roadway will be obliterated. All disturbances are within the existing roadway, including the turnouts.

Where base and subbase material has become saturated and frost heaving has occurred, the subbase will be dug out and replaced with suitable material. These digouts will occur in approximately 3 locations. The subexcavation at each site will be confined and then backfilled in the same work shift. Ditch and culverts will be cleaned as needed to reestablish proper drainage. Approximately 89 culverts and 15,000 feet of ditches will be cleaned.

2.2. Narrative Sequence of Major Activities

The following activities will be performed by the Contractor unless otherwise noted.

1. Mobilization, installation of erosion control, and construction signage.

2. Subexcavation areas, culvert repairs, ditch reconditioning, turnout and parking area improvements.

3. Pavement pulverization and aggregate base installation.

4. Paving, striping, and guardrail installation.

5. Revegetation

6. Site cleanup

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2.3. Disturbance and Off Site Activities Activities

The total area of work, including resurfacing as well as actual ground disturbance, is 31.0 acres. Actual ground disturbance associated with ditch work, shoulder grading, subexcavation, turnouts, and culvert replacement is approximately 4.3 acres.

Details showing BMP use and locations, as well as disturbance areas, can be found in the contract plans and specifications.

3. EROSION AND SEDIMENT CONTROLS AND SITE

STABILIZATION

3.1. Name of Nearest Surface Water Body and Distance:

Tributaries run through the project and drain to Chinook Creek and Ohanapecosh River.

3.2. Controls

3.2.1. Temporary Stabilization Practices

√ Practice or Measure √ Practice or Measure √ Practice or Measure Temporary Seeding X Mulching Straw Bale Dikes Erosion Control

Blankets Temporary Channel

Diversion Temporary Sediment

Basins Brush Barriers X Silt Fences X Sediment Logs

Other (please specify):

3.2.2. Permanent Stabilization Practices

√ Practice or Measure √ Practice or Measure √ Practice or Measure X Permanent Seeding X Soil Stabilization Check Dams Vegetative Buffer

Strips Grassed Waterways Erosion Blankets

Drainage Swales Earth Dikes Pipe Slope Drain(s)

Level Spreader(s) Subsurface Drain(s) Sediment Trap(s)

Drain Inlet Protection Sediment Basin(s)/ Ponds(s)

X Rock Outlet Protection

Terraced Slopes Retaining Walls X Riprap-lined Ditch

Disturbed Slopes:

Other (please specify):

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3.2.3. Storm Water Management Controls

√ Practice or Measure √ Practice or Measure √ Practice or Measure Wet Pond(s) or created wetland(s) Infiltration Trench(es) or Basin(s) Dry Pond(s)

X Flow Attenuation by use of vegetation waterways and natural depressions (most highway projects)

Other (please specify):

4. WASTES AND HAZARDOUS MATERIALS MANAGEMENT

4.1. Waste Disposal

(List disposal methods for construction, hazardous, and sanitary wastes)

Construction waste (unsuitable and/or excess excavation) materials will be disposed of by the contractor at a site selected by him and yet to be determined.

All hazardous waste and sanitary wastes will be removed from the project site, and treated as required by State and Federal laws.

4.2. Offsite Vehicle Tracking:

No offsite work is anticipated during this project.

5. SPILL PREVENTION AND MATERIALS STORAGE

PRACTICES

5.1. Materials Inventory (Materials Present Onsite During Construction)

√ Material or Item √ Material or Item √ Material or Item X Concrete X Culverts Detergents X Fertilizers X Fuel X Geotextiles

X Guardrails Lumber Masonry Blocks

X Metal Studs or Signposts

Paints Pesticides

Roofing Shingles X Solvents Tar

X Diesel X Gasoline

Petroleum-based Products: X Asphalt Cement X Emulsified Asphalt

Other (please specify):

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5.2. Product-specific Storage Practices to be Followed Onsite

Petroleum: Stationary diesel and gasoline tanks will have containment area.

Fertilizers and Pesticides: No long-term storage at the project site.

Hazardous Materials: Substances will be labeled and stored in proper containers at least 100 feet from surface water streams.

Other:

5.3. Additional Best Management Practices

In addition to the good housekeeping and material management practices discussed in the previous sections of this plan, the following best management practices (BMPs) will be followed for spill prevention and cleanup:

A Spill Prevention, Control, and Countermeasure Plan will be required prior to starting construction.

6. MAINTENANCE AND INSPECTION PROCEDURES

The FHWA will have a full-time Project Engineer (PE) on the project. The PE will conduct routine and weather-related inspections to ensure compliance with the proposed plan.

7. REFERENCES

(Attach maps of the site and indicate the location of erosion control practices.)

Erosion control plan sheets begin on F.1

The following are included in this plan by reference:

Construction plans, most specifically Section A- Title Sheet (location map), Section D – Roadway Plan, Section F – Erosion Control, and Section H – Drainage. Clearing and seeding limits are shown on Typical Section sheets C.2-7;

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects FP-03, most specifically Sections 107,157, and 625;

Special Contract Requirements, most specifically Sections 107, 108, 157, 204, 251, and 625.

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8. PLAN CERTIFICATION

OWNER CERTIFICATION

I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.

_______Terri Thomas________ Env. Prog. Mgr.________________ Name (Printed) Title

__ ___/s/ Terri Thomas___________ _ ____7-3-2007_____________ Signature Date

Invitation for Bids (IFB)
Find
Bid Submittal Checklist
Authority to Sign
Bid Bond
Table of Contents
Notice to Bidders
Solicitation, Offer, and Award (SF 1442)
Subcontracting Plan
Bid Schedule
Solicitation Provisions
Contract Clauses
Minimum Wage Schedule
Special Contract Requirements
SCR's Table of Contents
DIVISION 100 ~ General Requirements
Section 101.-Terms, Format, and Definitions
Section 102.-Bid, Award, and Execution of Contract
Section 103.-Scope of Work
Section 104.-Control of Work
Section 105.-Control of Material
Section 106.-Acceptance of Work
Section 107.-Legal Relations and Responsibility to the Public
Section 108.-Prosecution and Progress
Section 109.-Measurement and Payment
DIVISION 150 ~ Project Requirements
Section 152.-Construction Survey and Staking
Section 153.-Contractor Quality Control and Assurance
Section 154.-Contractor Sampling and Testing
Section 155.-Schedules for Construction Contracts
Section 156.-Public Traffic
Section 157.-Soil Erosion Control
Section 158.-Watering for Dust Control
DIVISION 200 ~ Earthwork
Section 201.-Clearing and Grubbing
Section 203.-Removal of Structures and Obstructions
Section 204.-Excavation and Embankment
Section 207.-Earthwork Geotextiles
Section 211.-Roadway Obliteration
DIVISION 250 ~ Structural Embankments
Section 251.-Riprap
DIVISION 300 ~ Aggregate Courses
Section 303.-Road Reconditioning
Section 305.-Aggregate-Topsoil Course
Section 310.- Recycled Aggregate Course
DIVISION 400 ~ Asphalt Pavements and Surface Treatments
Section 401.-Superpave Hot Asphalt Concrete Pavement
Section 412.-Asphalt Tack Coat
Section 413.-Asphalt Pavement Milling
Section 416.-Continuous Cold Recycled Asphalt Base Course
DIVISION 600 ~ Incidental Construction
Section 601.-Minor Concrete Structures
Section 602.-Culverts and Drains
Section 609.-Curb and Gutter
Section 617.-Guardrail
Section 620.-Stone Masonry
Section 622.-Rental Equipment
Section 624.-Topsoil
Section 625.-Turf Establishment
Section 633.-Permanent Traffic Control
Section 635.-Temporary Traffic Control
Section 648.-Subsealing and Stabilization
DIVISION 700 ~ Material
Section 702.-Asphalt Material
Section 703.-Aggregate
Section 704.-Soil
Section 705.-Rock
Section 706.-Concrete and Plastic Pipe
Section 708.-Paint
Section 710.-Fence and Guardrail
Section 713.-Roadside Improvement Material
Section 714.-Geotextile and Geocomposite Drain Material
Section 718.-Traffic Signing and Marking Material
Section 725.-Miscellaneous Material
Permits
Stormwater Pollution Prevention Plan

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