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Solicitation Book 2

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INVITATION FOR BIDS

Solicitation No. DTFH70-09-B-00012

WY PRA GRTE 11(4) Teton Park Road (Spalding Bay –Jackson LK Jct) WY PRA GRTE 112(1) Book Two Signal Mtn Marina Road

Solicitation, Offer & Award, Bid Schedule, Contract Clauses, Minimum Wage Schedule, Special Contract Requirements, and Plans

This solicitation cites Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03 Metric Units

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

610 EAST FIFTH STREET

VANCOUVER, WA 98661-3801

Phone (360) 619-7520 -- FAX (360) 619-7932

Web site: www.wfl.fhwa.dot.gov/edi/ e-mail: wfl.contracts@fhwa.dot.gov

Bid Opening Date:

See Page A-3, Block 13A

QUICK INDEX

Page Item

H-1 Permits I-1 Storm Water Pollution

Prevention

BID REMINDERS

Electronic bids will not be accepted. Submit printed copy of bid to the address listed on the enclosed SF 1442. Before submitting your bid, please review the following:

Have you rechecked your bid figures?

Have you completed the bid schedule?

Have you completed and signed the SF 1442, Solicitation, Offer & Award?

Have you acknowledged all amendments?

Have you completed the Representations & Certifications (Page B-1)?

Is your bid guarantee enclosed in proper form and amount (see FAR Clause 52.228-1), including Power of Attorney affidavit?

Does the lower left corner of the proposal envelope state “Bid Enclosed”?

Does the lower left corner include the Solicitation Number and the project number/name?

A-1 Notice to Bidders

PROJECT NAME WY PRA GRTE 11(4) Teton Park Road (Spalding Bay - Jackson LK Jct)

WY PRA GRTE 112(1)

Signal Mtn Marina Road

BEGINNING AT TETON PARK ROAD 10+000

SIGNAL MTN MARINA ROAD 2+000

ENDING AT TETON PARK ROAD 24+069

SIGNAL MTN MARINA ROAD 2+869

NATIONAL FOREST GRAND TETON NATIONAL PARK

COUNTY TETON

STATE WYOMING

LENGTH TETON PARK ROAD 14.069 KILOMETERS

SIGNAL MTN. MARINA ROAD 0.070 KILOMETERS

FIXED COMPLETION DATE See FAR Clause 52.211-10 (FAR Clauses begin on page C-1)

PERMITS

INDEX

Wyoming Department of Environmental Quality

Authorization to Discharge Stormwater Associated with Small Construction Activities Under the NPDES, General NPDES Permit WYR00-A000.........H-3

Authorization to Discharge Stormwater Associated with Mineral Mining Activities (except fuels) Under the NPDES, Authorization Number WYR320259 ....................................................................................H-34

General Permit to Discharge Stormwater Associated with Mineral Mining Activities (except fuels) Under the WYPDES..................................H-36

U.S. Forest Service

Special Use Permit, Authorization ID JAC703502 .......................................H-67

Wyoming State Engineer’s Office

Important Notice ............................................................................................H-83

Spread Creek Water Haul..............................................................................H-86

Snake River Water Haul................................................................................H-91

Cottonwood Creek Water Haul................................ .....................................H-97

H-1

Permits Project: WY PRA GRTE 11(4), Teton Park Road (Spalding Bay-Jackson LK Jct) WY PRA GRTE 112(1), Signal Mountain Marina Road

(This page intentionally left blank.)

H-2

Permits

H-3

H-4

Permits

H-5

H-6

H-7

H-8

H-9

H-10

H-11

H-12

H-13

H-14

H-15

H-16

H-17

H-18

H-19

H-20

H-21

H-22

H-23

H-24

H-25

H-26

H-27

H-28

H-29

H-30

H-31

H-32

H-33

H-34

H-35

H-36

H-37

H-38

H-39

H-40

H-41

H-42

H-43

H-44

H-45

H-46

H-47

H-48

H-49

H-50

H-51

H-52

H-53

H-54

H-55

H-56

H-57

H-58

H-59

H-60

H-61

H-62

H-63

H-64

H-65

H-66

H-67

H-68

H-69

H-70

H-71

H-72

H-73

H-74

H-75

H-76

H-77

H-78

H-79

H-80

H-81

H-82

H-83

H-84

H-85

H-86

H-87

H-88

H-89

H-90

H-91

H-92

H-93

H-94

H-95

H-96

H-97

H-98

H-99

H-100

H-101

H-102

STORM WATER POLLUTION PREVENTION PLAN

I-1

Storm Water Pollution Prevention Plan

I-2

Storm Water Pollution Prevention Plan

I-3

Storm Water Pollution Prevention Plan

I-4

I-5

I-6

Storm Water Pollution Prevention Plan

STORMWATER POLLUTION PREVENTION PLAN

FOR DISCHARGES

ASSOCIATED WITH MINERAL MINING ACTIVITIES

IN

BRIDGER-TETON NATIONAL FOREST

FOR

SPREAD CREEK MATERIALS SOURCE

for State of Wyoming

Department of Environmental Quality Water Quality Division

Pollution Prevention Team

Pollution Plan Development Team: Steve Haydon, USFS 307.739.5535 Danny Capri, FHWA Environmental Specialist 360.619.7573 Juan Aguirre, FHWA Highway Designer 360.619.7745

Pollution Plan Implementation Team: Steve Haydon, USFS 307.739.5535 Howe Crockett, Construction Operations Engineer 360.619.7750

FHWA Project Engineer (to be announced) Contractor’s Superintendent (of the awarded company)

Pollution Plan Maintenance Team: Steve Haydon, USFS 307.739.5535 FHWA Project Engineer (to be announced) Contractor’s Superintendent (of the awarded company)

Pollution Plan Revision Team: Steve Haydon, USFS 307.739.5535 Howe Crockett, Construction Operations Engineer 360.619.7750 FHWA Project Engineer (to be announced) Contractor’s Superintendent (of the awarded company)

Description of Potential Pollutant Sources There are no potential sources that will add significant amounts of pollutants to storm water discharges. No storm sewers are located in the area. The material source is a gravel/cobble/clay deposit. Material will be approximately 30 feet below natural ground surface (see Section 1I of the plan sheets). Basic activities will consist of excavating, crushing, washing and stockpiling of aggregates. Portions or all of the material will be loaded and hauled for use on road projects in Grand Teton National Park. Any desired remaining material may be stockpiled on site for future use. Unsuitable earthen material (waste) from the project site and gravel production operations will be used in the reclamation process.

I-7

3. Site Map

See sheet G.10 and G.11 of the plan sheets.

Location of certain activities, such as the fueling stations, equipment storage, and equipment maintenance will be restricted to the boundaries shown on the mapping and within the limitations as prescribed under the Special Contract Requirements of Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP- 03), Section 105. CONTROL OF MATERIALS (Subsection 105.04 Storing and Handling Material), Section 107.--LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC (Subsection 107.10 Environmental Protection), Federal Acquisition Regulations Clause 52.223-3 CLEAN AIR AND WATER and 52.236-10 OPERATIONS AND STORAGE AREAS. The exact location of these sites will be determined by the Contractor.

4. Drainage

It is not expected that a flow of storm water will occur due to the excavation area being below the natural ground surface. In addition, an elevated undisturbed berm will be left in place to serve as a buffer between Spread Creek and the materials source. There are no areas with significant potential for erosion. For aggregate washing operations, additional measures have been added to settling ponds’ free board requirements and surface flow berms to account for any storm events.

5. Exposed Materials Inventory

Major material to be handled at the site will be a deposit of gravel and cobble.

Excavated materials will be crushed and stockpiled at locations within the source area.

Storm runoff from precipitation will be confined to the excavated area, acting as a detention pond. There are no other materials that will be exposed to precipitation.

6. Spills and Leaks

There is no record of previous significant spills and leaks of toxic or hazardous pollutants that have occurred. Cursory observations of the area revealed no such evidence of pollution.

7. Sampling Data

There is no recorded discharge sampling data for this site.

8. Risk Identification and Summary of Potential Pollutant Sources

It is anticipated there will be no significant potential pollutant sources on this project.

Minor potential source would be the petroleum base fuels for the equipment. Contract requirements for control of potential pollutants are as listed in the specifications identified in item #3 above.

I-8

9. Measures and Controls

a) Good Housekeeping- The area will be kept clean.

b) Preventive Maintenance- With no significant potential of pollution from the excavation and crushing activities, emphasis will be placed on containment of petroleum products. This will be the contractor’s responsibility, and will be enforced by the project engineer. All potential pollutant sources will be inspected daily; if a leak or spill is detected, the source will be repaired.

c) Spill Prevention and Response Procedures- The contractor is required to submit a Spill Prevention, Control, and Countermeasure plan according to Section 107.10 (c).

Equipment shall be maintained and kept free of major leaks that would introduce petroleum products into the soils. Fuel tanks shall be designed and constructed for the storage of fuels. Earthen dikes or other suitable barriers shall be built to surround fuel tanks to prevent petroleum products from entering the waters of the U.S. Fuel pumps will be attended during dispensing and loading of tanks. Unattended pumps shall be locked.

Storage of equipment will be contained to locations determined by the Contractor prior to construction, stating what actions will be taken in case of a spill, in accordance with applicable regulations. This plan will also incorporate preventive measures to be implemented for preventing spills.

d) Inspections- Daily inspections will be made on all equipment. Maintenance needs will be performed according to item 9(b) above.

e) Employee Training- This will be a part of the contractor’s Spill Prevention, Control, and Countermeasure plan.

f) Record Keeping & Internal Reporting Procedures-. This will be a part of the contractor’s Hazardous Spill Plan, according to applicable regulations.

g) Non-Storm Water Discharges- In the event of a spill or discharge, the discharge will be tested or evaluated for the presence of non-storm water discharges in accordance with applicable regulations.

h) Sediment and Erosion Control- There is no known high potential for significant soil erosion at the site. Best management practices will be performed in accordance with Section 157.—EROSION CONTROL of Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects.

i) Management of Runoff- See item 9(h) above.

10. Comprehensive Site Compliance Evaluation

The contractor’s Spill Prevention, Control, and Countermeasure plan shall require an annual site inspection and a signed report to be kept available at the site during use.

I-9

Storm Water Pollution Prevention Plan

I-10

Storm Water Pollution Prevention Plan

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