171024_MMD_FPF_Pre-Proposal_Site_Visit_FINAL.PDF

US Army Corps of Engineers

BUILDING STRONG®

Mud Mountain Dam Fish Passage Facility Pre-Proposal Site Visit

Leah Hauenstein, PE Senior Project Manager

Sara Deyermond Contracting Officer

Michael Peele, PE Care & Diversion Lead

Seattle District | October 24, 2017

Agenda

1. Itinerary Review

2. Project Background

3. Rules of Engagement

4. Procurement Information

5. Care & Diversion of Water

6. Depart for Busses

Itinerary Review

1. Buckley Armory (Pick-Up)

2. MMD Fish Passage Facility Left Bank

► Existing Trap & Haul ► Cascade Water Alliance Facilities

3. MMD Fish Passage Facility Right Bank ► Muckleshoot Fish Hatchery

4. MMD Fish Release Site ► Limited seats ► Primarily a road improvement project ► See Leah to send a representative on this leg of the tour

5. Buckley Armory (Drop-Off)

MMD Fish Passage Left Bank

Project Background

BUILDING STRONG®6

Vicinity Map

Fish Trap

Mud Mountain

Dam

Release Site

Introduction to MMD

BACKGROUND:

Mud Mountain Dam is a flood risk reduction dam protecting the lower White and Puyallup River valleys The U.S. Army Corps of Engineers built the dam on the White River in the 1940s.

The Corps also made channel improvements and built levees on the lower Puyallup River.

Together, these structures have saved an estimated $722 million in flood damages.

The project currently helps protect the homes and businesses of about 400,000 people.

PARTNERS

Mud Mountain Dam - Empty

Mud Mountain Dam - Flood

Work Site

Existing Conditions

Diversion Structure

USACE Fish Trap

NOAA BiOp National Oceanic & Atmospheric Administration (NOAA) Biological

Opinion (BiOp) Issued on October 3rd 2014

Three RPA’s:

► RPA 3 – upstream fish passage:

• 95% safe and timely attraction of adults to facility;

• 98% survival of adults through the facility to their release upstream of MMD;

• Design criteria to safely handle up to 1.25 million salmon per year; and

• Transfer up to 60,000 fish per day.

Rules of Engagement

Site Visit is for Informational Purposes Only

No Questions Beyond what is Posted in the Solicitation will be Discussed

Offerors are to Prepare their Proposal in Accordance with the RFP & any Changes will be by Amendment

All Questions Must be Submitted in ProjNet-BID

Solicitation Information

RFP Number W912DW-18-R-0001

• Issued 2 October 2017

• Due 22 December 2017 at 1pm

Amendments Issued to Date: 2

• Block 19 of SF 1442

Bid Guarantee of 20% or $3 Million (whichever is less)

• FAR 52.228-1

Caution to Offerors

Must Submit on All CLINs to be Considered for Award

No Optional CLINs

Current in SAM

Small Business Sub-Contracting Plan is Required

Offeror Questions

Potential Offerors Must Submit Questions using ProjNet BID found at www.Projnet.org

• Must be Registered to Submit and Review

• Key Access: UC4PMG-DDBFYD

CLOSES on 2 December 2017

Volume I – Technical Proposal

Factor 1 – Project Schedule Factor 2 – Care and Diversion of Water Work Plan Factor 3 – Company Experience Factor 4 – Past Performance Factor 5 – Small Business Participation

Technical Proposal MUST be Complete & in Compliance with ALL Requirements of the RFP

Technical Evaluation

Section 00 22 00

Order of Importance

Submission Requirements & Evaluation Method

Technical Evaluation of Proposals

• Conforms to the Minimum Requirements of the RFP

• Determined Technically Acceptable by Board

Volume II – Price Proposal

SF1442, Solicitation, Offer, & Award

Price Schedule

Representations & Certifications (Section 00 45 00)

Banking & Bonding Points of Contact

Offer Guarantee (Bid Bond)

Evaluation & Basis of Award

Price Evaluation

• Fairness & Reasonableness

• Unbalance Line Items

• Accept Other than Lowest Price or Reject All Offerors

Tradeoff Process in Accordance with FAR 15.101-1

IT IS THE INTENT OF THE GOVERNMENT TO

AWARD BASED ON INITIAL OFFERS,

without discussions.

Contract Clauses & Highlights 52.211-10, Commencement, Prosecution, and

Completion of Work

52.211-12, Liquidated Damages

52.219-9, SB Subcontracting Plan (ALT II)

52.236-1, Performance of Work by the Contractor

Section 00 73 46, Wage Determinations WA1 & WA95

Magnitude of Construction $100,000,000 to $250,000,000 (DFARS 236.204)

USACE Points of Contact

Monique Paano, Contract Specialist monique.a.panno@usace.army.mil

Curt Stepp, Contract Specialist curt.d.stepp@usace.army.mil

Sara Deyermond, Contracting Officer sara.l.deyermond@usace.army.mil

FACTOR 2

Care & Diversion of Water

Mike Peele, PE

C&D Overview Design Build Feature of work.

Significant Constraints due to site constraints and environmental constraints Requirements covered under Specification 01 56 00 Government Phasing Concept Provided

► Phase 1: Barrier and Intake Structure ► Phase 2: Presort Pools, Trap and Haul, General Site ► Phase 3: CWA Improvements and Existing Trap Demo

Designed for 6,500 cfs at the site (6,000 from

MMD)

Work Site

C&D Requirements White River Flows Cofferdam Temporary Flood Protection Fish Barrier Fish Passage

► Temporary Fish Passage ► Modification to the Existing Fish Trap

CWA Diversion MIT Hatchery Fish Release Site

White River

► Maximum Flow Capacity of no less than 6,500 CFS ► Manage Sediment and Debris coming into the site

Cofferdams ► Maximum Flow Capacity of no less than 6,500 CFS ► Forebay Elevation not to exceed 674’ within design flow

Temporary Flood Protection ► CWA and MIT facilities protected to 12,000 cfs

Fish Barrier

► Must be maintained at the site throughout Construction ► Must Pass 3,600 cfs within NMFS Criteria ► Must Pass 5,000 cfs and still recover the fish barrier as flows recede below 3,600 cfs

Fish Passage ► Must be maintained at the site throughout construction ► Must maintain the current level of service ► Contractor is responsible for modification to existing facilities and any necessary temporary facilities

CWA Diversion

► Must provide CWA with the ability to divert their water right throughout construction (1,000 cfs max)

► Reduced flow periods have been provided

MIT Hatchery ► Must maintain the Hatchery Effluent ► Provide a place to release juvenile fish ► Must maintain the ability to use the emergency water supply

Fish Release Site ► Must maintain a functional release site or provide a temporary release site ► 4 options provided for temporary release sites

Work Windows In Water Work Window: June 1st to February 15th allowable time to work in the river outside of cofferdams Flood Season: October 15th – March 15th , high flows possible in river Fish Trap Outage: November 15th – January 31st, no fish passage required CWA Diversion:

► Restricted Diversion: 250 cfs for 24 consecutive months with 12 months before the next restricted diversion

► Minimum Diversion: 30 cfs for 14 days between June 1st – August 31st

► Diversion Outage: No flow required between Sept 1st - January 31st (only 3 times throughout construction)

Temporary Release Site: August 1st – October 31st, temporary release sites not allowed (odd years only)

Operations Fish Passage

► Government will continue to sort and transport fish ► Contractor to operate any modifications or temporary facilities at the governments direction ► Government will operate the existing fish trap

Fish Barrier ► Contractor responsible for operations, maintenance, and repairs.

► Government will direct as necessary to maintain flow capacity and safe/timely passage of fish ► USACE Designed Barrier

• Operated by the contractor at the Governments direction

• Guide lines for operations will be provided

Temporary Facilities ► Contractor responsible for operations, maintenance, and repairs

Government Concept

C&D Phasing Schematic

C&D Phase 1 Schematic

C&D Phase 2 Schematic

C&D Phase 3 Schematic

C&D Phase 1 Fish Ladder Extension

C&D Temporary Fish Passage Facility

C&D Phase 2 Fish Ladder Extension

DEPART FOR BUSSES

• Use the restroom

• Return your badges at security

• Check-in with Leah if you were on the Waitlist

• Check-in with Leah if you would like to see the