Opening: Quick Project Snapshot

• Which organization are you representing for this dam project? Options: U.S. Army Corps of Engineers, Bureau of Reclamation, State dam safety agency, Municipal/Local government, Private owner/operator, Other
• Project name or dam identifier (facility name, river, milepoint)?
• What triggered the current need for rehabilitation? Options: Recent dam safety inspection finding, Revised PMF/hydrologic update, Observed structural deterioration, Seepage or internal erosion noted, Regulatory directive, Owner concern/ageing infrastructure, Other
• When was the most recent formal inspection or engineering finding issued? Options: Within 30 days, 30–90 days ago, 3–6 months ago, 6–12 months ago, Over 1 year ago, Unknown
• Who should we contact for urgent technical clarifications (name, role, phone/email)?

If This Fails, Who Pays the Price?

• If the spillway remains under-capacity through the next high-water season, what downstream consequences worry you most? Options: Loss of life, Major property flooding, Critical infrastructure damage, Environmental/natural resource harm, Regulatory non-compliance and penalties, Severe reputational or political fallout, Other
• How would a worst-case outcome affect your project timeline, budget, or your role personally?
• Has leadership or elected officials expressed explicit pressure to accelerate work? If so, how explicit and by when? Options: Explicit and immediate, Noted but informal, No pressure reported, Unsure
• How would the downstream community describe the perceived risk today (feelings, complaints, historical concerns)?
• Which of these best captures your personal sense of urgency on a scale that drives contracting decisions? Options: Critical — act immediately, High — before next season, Moderate — within the year, Low — longer-term planning

Where the Problem Lives — Evidence, Data & Seasonality

• Which inspection finding surprised you most and changed how vulnerable the dam now feels?
• Summarize the key failure modes called out in the report (e.g., upstream erosion, undermining, gate malfunction).
• Which of the following technical datasets are available to inform design? Options: Borehole/geotechnical logs, Piezometer/groundwater readings, Hydrologic and hydraulic models, Topographic survey / LiDAR, Historical repair records, Instrumentation time-series, None/limited data, Other
• Are there regulatory or environmental seasonal windows that will constrain in-water work (dates or species concerns)? Please list known windows and dates.
• Have past projects in this location revealed unexpected subsurface or scour conditions? Give an example and the impact on design or schedule.

Who's in the Room — Decision Roles, Procurement & Constraints

• Who ultimately signs the check, approves the bonds, and says 'go' — and what single factor could make them say no?
• Please list decision makers and their roles we should engage (project manager, contracting officer, regulator points-of-contact).
• Which procurement route will this contract follow? Options: Sealed bid (IFB), Negotiated contract / RFP, Emergency procurement authority, IDIQ or prequalified list, Sole-source/justification, Unsure
• What minimum bonding and insurance capacities must a contractor demonstrate? Options: No minimum specified, Bid bond only, Performance bond $50M–$100M, Performance bond $100M–$200M, Performance bond >$200M, Unsure / under evaluation
• Which proof points do contracting officers weigh most heavily for award on dam work? Options: Comparable dam projects (type & scale), Bonding & insurance capacity, Safety record / EMR & incident history, Self-perform capabilities (river diversion/dewatering), Past performance scores on Corps/Reclamation contracts, Other

What Will Make Us Sleep at Night? (Acceptance, Signals, and Controls)

• What single measurable signal would convince you the rehabilitation meaningfully reduces catastrophic risk?
• Which acceptance criteria should be included as objective, testable milestones? Options: Spillway capacity restored to specified cfs, Regulatory sign-off at hold points, Instrumentation thresholds met (pore pressure, movement), Controlled reservoir drawdown and refill plan executed, Safety KPIs met for zero lost-time incidents, Mobilization guarantee met (e.g., 72-hour cofferdam)
• Which regulators’ sign-offs are required at which milestones (identify agency and likely hold-point)?
• If an acceptance test does not meet criteria, what remediation path or escrow/retained remedy does the owner expect?

How Fast Must We Move? Mobilization Timelines & Emergency Response

• If a major flood forecast hit tomorrow, how quickly would you expect a cofferdam and dewatering system to be deployed on-site?
• Which mobilization windows would be acceptable for your emergency response objectives? Options: 72 hours, 1 week, 2 weeks, 1 month, No firm window / flexible
• How critical is a guaranteed 72-hour cofferdam deployment to awarding emergency work? Options: Mandatory for award, Highly preferred but negotiable, Nice-to-have, Not a factor
• Which readiness items must be confirmed before we mobilize (check all that apply)? Options: Permits in-hand or pending, Site access routes cleared, Material staging areas identified, Subcontractors qualified and available, Flood contingency controls in place, Regulatory notifications completed
• Who will retain emergency decision authority during mobilization and how should escalation be handled?

What Could Block Construction — Permits, Logistics & Unknowns

• Which single compliance or environmental constraint would stop work cold if overlooked?
• Which permits and regulators must be coordinated before in-water or cofferdam work begins? Options: USACE Section 404/10, State water quality certification (401), State dam safety approval, Fish & wildlife / ESA consult, Tribal consultation, Local land-use/road access permits, None known / unsure
• Which site-logistics issues concern you most for schedule risk (select all that apply)? Options: Restricted access routes, Long material lead times, Staging/laydown limitations, Worker housing/crew travel, Equipment marshaling on water, Contractor interface with other site activities
• What contingencies do you expect for an in-season flood event impacting a partially completed structure?
• Have nearby projects experienced cofferdam or dewatering failures? If yes, briefly describe what happened and the lessons learned.

Next Steps — Confidence, Controls, and Communication

• What would make you confident enough to mobilize a contractor of record within the next contractual window?
• Which documentation or assurances do you require before award or mobilization (choose all that apply)? Options: Performance & payment bonds, Insurance certificates, Detailed mobilization schedule, Site-specific safety plan, Past performance references and comparable project summaries, Preliminary design or method statements, Regulatory correspondence/permit templates
• What communication cadence do you prefer during mobilization and critical-path construction? Options: Daily stand-up calls, Three-times-weekly progress, Weekly formal updates, Ad-hoc as issues arise, Regulator-led milestone meetings
• What outstanding questions, unknowns, or risks remain that, if answered, would remove hesitation to proceed?
• Overall, how confident are you that the current plan can restore acceptable flood capacity and pass regulatory review? Options: Very confident, Somewhat confident, Unsure, Not confident

Quick Snapshot — Give Us the short version

• In one sentence, how would you summarize the inspection finding that triggered this effort?
• Which element(s) were specifically flagged in the inspection? Options: Concrete spillway/chute, Service gate(s), Embankment (earth/rockfill), Outlet works/tunnel, Toe/channel scour, Foundation/rock contact, Instrumentation anomalies, Other
• When was the inspection conducted and by whom? Options: Within 1 month — Owner team, 1–3 months — Independent engineer, 3–6 months — State regulator, 6–12 months — Federal agency (USACE/BOR), Over 12 months
• Which key documents are already available to share (reports, drawings, models)? List titles and dates.
• Do you have photos, drone video, or instrumentation logs you can upload or point us to? Options: Yes — photos, Yes — drone/video, Yes — instrumentation logs, Partially (some items), No

How Bad Is It, Really? (Let's stop minimizing)

• If nothing changes before the next high-water season, what worst-case outcome do you fear most?
• On a 1–5 scale, how severe do you believe the current condition is relative to a probable maximum flood (PMF) event? Options: 1 — Minimal impact, 2 — Manageable with mitigation, 3 — Significant risk to capacity, 4 — High risk to structure, 5 — Imminent catastrophic risk
• What observable signs have you documented that show the condition is worsening (rate of change, new cracks, increased seepage, progressive scour)?
• How long have these signs been present and how quickly have they changed? Options: Days to weeks, Weeks to months, Months to a year, Over a year, Unknown
• Have there been near-misses, emergency restrictions, or temporary measures already applied (traffic closures, pool restrictions, temporary buttressing)? Options: Yes — near-miss documented, Yes — temporary restrictions, Yes — temporary repairs, No, Unsure

What's Hiding Beneath — Geotech and Foundation Clues

• Are our foundation and subsurface assumptions still reliable, or could unknown layers be changing the story?
• Which geotechnical investigations exist today (borings, CPTs, piezometers, lab tests)? Options: Borings with logs, CPT soundings, Piezometer network, Laboratory strength tests, No subsurface data, Other
• When were the last borings or CPTs done and do they cover the flagged area specifically? Options: Within 1 year — targeted area, 1–3 years — partial coverage, Over 3 years — general area, No targeted borings
• Have field observations contradicted the geotech report (unexpected voids, soft layers, sand lenses, seepage paths)? Describe what was different.
• Rate the geotechnical confidence for foundation stability and seepage control (Low / Medium / High). Options: Low, Medium, High

Hydraulics Under Pressure — Flow, Floods, and Freeboards

• Could our current hydraulic assumptions understate peak flows or reservoir response in a way that would surprise us during construction?
• Is there an up-to-date hydraulic model (HEC-RAS or similar) and does it include the revised PMF/PMF inflow scenario? Options: Yes — updated model with PMF, Yes — model but outdated inflow, Model exists but needs boundary updates, No hydraulic model available, Unsure
• Estimate the current spillway capacity deficit in cfs or percent of required PMF capacity (choose best option). Options: <10% deficit, 10–25% deficit, 25–50% deficit, >50% deficit, Unknown/no estimate
• Which seasonal period creates the greatest hydraulic pressure on the structure (snowmelt, spring rains, hurricane season, monsoon)? Options: Spring snowmelt, Late-winter storms, Summer convective storms, Fall/winter storms, Year-round variable
• Are gates and hydraulic controls fully operable under high reservoir conditions? If not, explain limitations. Options: Fully operable, Partially operable, Inoperable, Unknown

Failure Modes — Where Will It Break and Why?

• Which failure mode feels both plausible and potentially catastrophic for this site right now?
• Select all failure mechanisms that have been observed or are credible based on inspection and data. Options: Overtopping/crest erosion, Piping/internal erosion, Foundation rotation/settlement, Scour at toe/channel, Gate/mechanical failure, Cofferdam breach during diversion, Seepage-induced slope instability, Seismic-triggered failure
• Where (location on plan) is the most vulnerable line of defense — crest, abutment, foundation, outlet works, or downstream channel? Please be specific. Options: Crest/spillway, Left abutment, Right abutment, Foundation contact zone, Outlet works/tunnel, Downstream channel/toe
• Has instrumentation (inclinometers, piezometers, settlement plates) shown trends that align with the suspected failure mode? Provide key readings or trends.
• Have you observed any short-term triggers (recent floods, earthquakes, seepage spikes) that correlate with the deterioration? Options: Recent flood event, Recent seismic event, Rapid reservoir drawdown, Construction adjacent, No recent triggers, Unknown

When the Calendar Screams — Timing, Windows, and Regulatory Clocks

• How close are we to a calendar-driven crisis (next high-water season, permit window closing, regulatory deadline)? Options: Immediate — weeks, Near-term — 1–3 months, Medium — 3–6 months, Longer — >6 months, Unknown
• List the critical permitting or in‑water work windows that will constrict construction sequencing (dates and agencies).
• What is the owner's acceptable mobilization window for emergency measures (e.g., deploy cofferdam within 72 hours, 2 weeks, 1 month)? Options: 72 hours, 1 week, 2 weeks, 1 month, Flexible/negotiable
• Are there hard hold-points tied to regulator sign-off that have historically delayed projects at this location? Options: Yes — common delays, Occasional delays, Rarely, No historical delays, Unsure
• How quickly can the owner/agency commit funds or emergency procurement to start temporary risk reduction? Options: Immediate authorization, Within 2 weeks, Within 1–2 months, Requires extended approval, Unknown

Who Feels The Heat — Stakeholders, Decisions, and Accountability

• Who would be held accountable if the structure failed tomorrow — and how publicly visible would that accountability be?
• Identify the decision-makers we must engage immediately (select all that apply). Options: Project Manager (Owner), Contracting Officer, Designing Engineer, Regional Regulator, Local emergency manager, State dam safety office, Legal/claims counsel, Other
• What procurement or bonding constraints could slow selection of an emergency contractor (pre-qualification, Buy American, small business set-asides, bonding capacity limits)?
• How politically sensitive is this site (downstream population, critical infrastructure, public visibility)? Options: Extremely sensitive, Moderately sensitive, Some concern, Low sensitivity, Unknown
• What emotions are most present among stakeholders right now (fear, frustration, urgency, denial, cautious optimism)? Options: Fear/concern, Frustration, Urgency, Denial/minimizing, Cautious optimism, Other

What Would Success Feel Like Before the Next Flood?

• If we could guarantee one measurable outcome before the next high-water season, what single thing would change your level of worry the most?
• Which measurable acceptance criteria would satisfy regulators and the owner (select all that apply)? Options: Restored spillway capacity ≥ required PMF %, Regulatory written acceptance, Verified instrumentation behavior within limits, Successful 72‑hr cofferdam deployment test, No need for downstream evacuation, Other
• What minimum timeline do you need for temporary stabilization to survive the next season (days/weeks/months)? Options: Days (emergency), Weeks (rapid mobilization), 1–3 months (accelerated), 3+ months (planned), Unsure
• Beyond technical metrics, what would reduce your personal or political exposure if this work goes well?
• Are there past projects or examples we should model for success here? Provide project names or lessons.

Data Gaps — The Unknowns That Should Keep Us Up Tonight

• Which single data gap, if closed this week, would change your plan the most?
• Select the investigations or tests you believe are highest priority now. Options: Additional borings/CPTs, ADCP channel surveys, Updated HEC‑RAS modeling, Instrument installation/telemetry, Underwater inspection/diving, Third‑party structural peer review, Load or gate testing
• Do you have budget or authorization in place to perform these investigations immediately? Options: Yes — funded, Partially funded, No — need approval, Not sure
• How quickly could the site accommodate geotechnical or hydrographic crews (access, staging, security)? Options: Within 48 hours, Within 1 week, Within 2–4 weeks, Longer / needs planning, Unknown
• Are there environmental or cultural-resource surveys required before additional fieldwork can begin? Options: Yes — active restrictions, Yes — but expedited possible, No known restrictions, Unknown

Decide One Thing — Immediate Next Steps

• If you had to pick one immediate action to reduce risk today, what would it be?
• Which of these near-term actions would you authorize right now (select all that apply)? Options: Issue emergency procurement for cofferdam/dewatering, Commission urgent borings/CPTs, Engage third‑party peer reviewer, Implement temporary flow restrictions, Initiate stakeholder emergency briefing, Other
• Who on your team is the single point of contact to approve emergency actions (name, title, contact preference)?
• What constraints (political, budgetary, environmental) would most likely block that action within the first week?
• Realistically, when can you commit to a collaborative site-clarification workshop with engineering, operations, and regulators? Options: Within 48 hours, Within 1 week, Within 2–4 weeks, Longer / needs scheduling, Unsure

Quick Project Snapshot (so we start on the same page)

• Project short name and the next high-water season (month/year) we must be ready for
• Which owner or agency is leading this effort? Options: USACE, Bureau of Reclamation, State dam safety agency, Municipal/County, Private owner, Other
• What procurement route is expected or in place? Options: IFB / Sealed bidding, RFP / Best value, Sole-source/Negotiated, ID/IQ task order, Grant-funded with special rules, Undetermined
• Estimated construction value range (best available estimate) Options: <$10M, $10M–$50M, $50M–$150M, $150M–$300M, >$300M, Undetermined
• Who is the primary contract decision-maker we will engage (role or name)?
• Briefly describe any contractual deadlines or mandatory mobilization windows already dictated in procurement documents

If We Mobilize and Something Breaks, What Happens?

• Imagine the cofferdam or diversion system fails within 48 hours of deployment—what are the immediate human, environmental, or political consequences you fear most?
• Have there been documented near-misses or incidents at this site (overtopping, seepage, partial failure)? Options: No known incidents, Minor incidents/no injuries, Significant incident with damage, Prior emergency mobilization required, Unknown
• How sensitive are downstream stakeholders (public, critical infrastructure, regulators) to construction risk—do you expect immediate media/regulatory scrutiny? Options: Very high, High, Moderate, Low, Unknown
• What emergency mobilization timeline would you consider acceptable if the owner's risk profile escalates (e.g., 72 hours, 1 week, 2 weeks)? Options: 72 hours or less, Up to 1 week, 1–2 weeks, 2–4 weeks, Longer
• Who must be notified immediately in the event of a suspected diversion or cofferdam compromise (list roles and agencies)?

Permits Are Paperwork—Or Project Killers

• Which permit(s), if not approved, would stop mobilization entirely?
• Select all permits or approvals that apply to this project Options: USACE Section 10/404, State water/wetlands permit, State dam safety approval, NPDES / Construction stormwater, Fish & wildlife take/ESA consultation, Cultural resources / Section 106, Local land-use or access permits, Water rights modification, Other
• For the permits selected above, indicate current status Options: Not started, Applied, Under review, Approved (no conditions), Approved with conditions, Denied/appealed, Unknown
• Are there specific in-water work windows or seasonal constraints we must observe? Options: Fixed in-water window (dates provided), Soft window but preferred, No formal window, Unknown / needs clarification
• Which permit conditions or mitigation commitments carry the highest risk of delay or scope change?
• Who is the permit liaison on the owner/regulator side (name, role, best contact)?

Getting Heavy Gear Where It Needs to Be

• What single logistics constraint—bridges, seasonal roads, barge access, or right-of-way—would prevent the first crane or dewatering barge from arriving on time?
• Which access routes are available for heavy equipment and oversized loads? Options: Public paved road, Weight-limited bridge crossing, Seasonal unimproved road, Rail siding nearby, Barge/water access only, Temporary access easement required, Unknown
• Are overweight/oversize permits and police/escort requirements known and obtainable within your mobilization timeline? Options: Yes, already arranged, Yes, typically obtainable, Potentially difficult, No, unknown
• Who controls the preferred staging/launch area (owner, local landowner, DOT, other)? Options: Owner, Adjacent private landowner, State/county DOT, Federal land, Leased/other, Undetermined
• Are there seasonal access restrictions (frost, wetland closures) that could affect delivery sequencing? Options: Yes—specific seasons, Yes—general concerns, No, Unknown
• If access requires temporary improvements (bridges, rock ramps), is there budget and approval to construct them pre-mobilization? Options: Yes, No, Maybe/Needs approval, Unknown

Staging: Where the Project Physics Meet Reality

• If material deliveries outpace placement, where would excess material be staged and who signs the environmental controls?
• What on-site storage capacity for bulk materials exists today? Options: None, <1 week supply, 1–4 weeks supply, >1 month supply, Unknown
• Which long-lead items are critical to stage before mobilization (select all that apply) Options: Riprap / rock, Bulk cement / grouts, Precast concrete units, M&E gates & hoists, Specialty valves/seals, Temporary cofferdam materials, Instrumentation packages, Other
• Are pre-delivery material testing, certificates, or third-party approvals required before placement? Options: Yes—laboratory tests and mill certs, Yes—third-party acceptance, No formal testing required, Unknown
• Describe required erosion/sediment controls and how stockpiles must be protected (brief)
• Who has authority to approve temporary material staging locations on owner property?

Who’s Qualified to Touch the River?

• How would you objectively disqualify a subcontractor bidding to build/operate the diversion (what’s a deal-breaker)?
• Which pre-qualification criteria must subcontractors meet before mobilization (select all that apply) Options: Minimum bonding/financial rating, Specific dam/diversion project experience, Owned dewatering barges/equipment, Demonstrated safety record (EMR threshold), Relevant certifications/licenses, Drug & background checks, Past performance references, Other
• What documentation do you require for subcontractor pre-approval (insurance, bonds, JHA, method statements)? Options: Insurance certificates, Performance/payment bonds, Safety programs (JSA/JHA/HAZOP), Equipment ownership/maintenance logs, Key personnel resumes, References on similar projects, Other
• Are there subcontractors or vendors that are precluded from the work for legal, political, or safety reasons? Options: Yes—list must be provided, No preclusions, Partial restrictions (e.g., no foreign suppliers), Unknown
• How many calendar days prior to arrival do subcontractors need formal approval to be added to the site (minimum lead time)? Options: <7 days, 7–14 days, 15–30 days, >30 days, No fixed rule

Plan B When Rivers Don't Cooperate

• If a forecasted flood shifts your mobilization week, what action would you expect the contractor to take immediately—without waiting for owner approval?
• What flood-stage or discharge thresholds require automatic contingency activation (provide numeric stage/discharge if known)? Options: Numeric threshold provided, Trigger tied to weather forecast (e.g., 72hr advisory), Owner-directed only, Unknown
• What temporary protections must be in place pre-mobilization for stockpiles, cofferdam components, and equipment? Options: Raised storage, Waterproof covers, Anchored tie-downs, Silt fences and diversion channels, Insurance/financial protections, Other
• Who on the owner/regulator side is authorized to declare an emergency or order demobilization?
• What is your expectation for contractor response time to a forecasted flood notice (hours to secure site)? Options: <6 hours, 6–12 hours, 12–24 hours, 24–48 hours, >48 hours
• Are specific flood insurance, performance guarantees, or catastrophe bonds required to cover extreme events during mobilization? Options: Yes—specific policy required, Prefer but not required, No, Unknown

Sign-Offs, Hold-Points, and the Day We Go Live

• Which single regulatory or owner sign-off do you believe will be the gating item for starting controlled reservoir drawdown or filling?
• Select the formal hold-points you expect before any critical dewatering or filling activity Options: Cofferdam inspection & test, Instrumentation installation & baseline, Foundation treatment verification, M&E gate functional test, Environmental monitoring in place, Third-party independent review, Other
• Who will witness and accept these hold-point verifications (owner, agency inspector, third-party engineer)? Options: Owner representative, Agency/regulatory inspector, Third-party engineer, Contractor QA with owner witness, Other
• What acceptance-testing criteria must the contractor demonstrate for commissioning (give measurable thresholds where possible)
• What documentation bundle must be delivered at mobilization and again at hold-points (select all that apply) Options: Permits & conditions, Signed subcontractor quals, Insurance & bonds, CPM schedule & resource plan, Safety plan & KPIs, Material certification & test reports, Emergency response plan, Other
• Preferred communication and escalation channels during deployment (select all that should be used) Options: Direct phone tree, Dedicated email alias, Secure collaboration channel (e.g., Teams/Slack), Daily stand-up calls, On-site owner rep, Satellite/backup comms

Decision Pressure: What Happens if We Don’t Resolve These Now?

• If the items we discuss here are not closed before planned mobilization, what are the realistic project impacts you expect (cost, schedule, regulatory risk)?
• What is the latest calendar date you can accept for a complete pre-deployment readiness package (permits, approved subs, staging plan) before you must delay mobilization? Options: Within 1 week, 1–2 weeks, 2–4 weeks, More than 4 weeks, Undetermined
• Who needs to sign the final readiness checklist for mobilization (roles/titles)?
• Would you accept a phased mobilization (partial deployment while remaining items are closed) or must everything be green to start? Options: Phased mobilization acceptable, All items must be green, Conditional phased with written agreement, Undecided
• How would you prefer we deliver the pre-deployment package for your review (select one)? Options: Secure portal upload with checklist, Email bundle, Live review meeting with documents, On-site handoff, Other
• Any other risks, constraints, or political sensitivities we haven’t asked about that would materially affect pre-deployment readiness?

Quick Project Snapshot — Start Here

• Please give the official project name, nearest town/state, and the lead agency or office.
• Which agency is leading procurement for this work? Options: U.S. Army Corps of Engineers, Bureau of Reclamation, State Dam Safety Agency, Other / Local Authority
• What is the estimated project size (procurement/budget bracket)? Options: <$10M, $10M–$50M, $50M–$100M, $100M–$200M, >$200M / Unsure
• What is the target deadline for completing rehabilitation before the next high-water season? Options: Within 1 month, 1–3 months, 3–6 months, 6–12 months, Greater than 12 months / Planning only
• Who will be our primary point of contact for technical and schedule coordination (name, role, best contact)?

What Keeps You Up at Night?

• If the diversion or cofferdam failed during construction, what is the single worst outcome you fear for the community and for your program?
• Which of these outcomes concerns you most (select one)? Options: Loss of downstream life/safety, Major environmental harm, Catastrophic structural failure of the dam, Program cancellation and political fallout, Significant budget overrun
• How likely do you feel that a construction-related failure is given the current information? Options: Highly likely, Possible, Unlikely, Very unlikely, Unsure
• Tell us about any past projects under your oversight that had near-miss or failure events—what happened and what emotion or consequence stayed with you?
• When risk materializes on a dam project, which program-level consequence worries you most about your team or career? Options: Reputational damage, Loss of funding, Regulatory investigation, Personal liability/accountability, Nothing – it’s part of the job

Is Our Data Telling the Whole Story?

• If the inspection and geotechnical records understate the true failure mechanism, how would that change what you insist we investigate next?
• Which inspection findings do you consider definitive vs. provisional? (List findings and date of last update)
• Which of these data sources are available to share right now? Options: Geotechnical borings/logs, Piezometer/inclinometer records, Hydraulic models and HEC-RAS outputs, Bathymetry/scour surveys, Underwater inspection video, Historic flood/PMF records, Instrumentation/telemetry data, None of the above
• When were the geotechnical and hydraulic studies last updated? Options: Within 6 months, 6–24 months, 2–5 years, More than 5 years, Unknown
• Are there known locations of settlement, voids, seepage, or patched repairs that we should prioritize during a rapid field assessment?
• Which failure modes do you believe are most plausible today (rank or describe briefly)?

Who Actually Signs the Paper—and When?

• If we propose a faster, higher-cost response to reduce flood risk, who on your team will champion it and who will push back—and why?
• Which roles will influence award and execution (select all that apply)? Options: Project Manager, Contracting Officer, Technical Evaluation Board, Safety Officer, Legal Counsel, Regulatory Liaison (USACE/Reclamation), Environmental Compliance Officer, Finance/Grants
• Which procurement constraints must a respondent meet to be considered (select all that apply)? Options: Minimum bonding capacity required, Prequalification/certification, Buy America or domestic preferences, Davis-Bacon wages, Small business set-aside requirements, Special FAR clauses
• How do you typically weight evaluation criteria between technical solution, price, safety record, and past performance? Options: Technical dominant, Price dominant, Safety and past performance heavily weighted, Evenly balanced, Unsure / varies per solicitation
• What is the typical timeline from solicitation to award for similar emergency/rehab contracts in your office? Options: <2 months, 2–4 months, 4–8 months, >8 months, Varies widely
• Are there internal procurement approval gates or external funding conditions that could delay award even after technical selection?

What Would Count as a Win?

• If regulators still refused acceptance after reservoir filling, what would that outcome mean for your program’s objectives?
• Which measurable success signals are mandatory for project acceptance (select all that apply)? Options: Spillway capacity restored to specified discharge, Instrumentation within predefined thresholds, Seepage and pore pressures stable, Gate and mechanical systems function per spec, Regulatory witness and sign-off, Controlled reservoir filling plan executed
• What is the acceptable mobilization window once notice to proceed or emergency mobilization is issued? Options: 24 hours, 72 hours, 1 week, 2 weeks, Flexible / case-by-case
• Do you require explicit performance guarantees (e.g., 72-hour cofferdam deployment) and what remedies are acceptable if unmet? Options: Yes—liquidated damages, Yes—performance bond claim, No—prefer collaborative remedy, Unsure / need to discuss
• List the acceptance testing protocols, regulatory hold points, or sign-off steps that cannot be altered during execution.

What's Most Likely To Blindside Us?

• Which single 'unknown' (geology, permitting delays, flood event, contractor performance, supply chain) would derail the schedule or acceptance if it occurs? Options: Geotechnical surprises, Permitting/environmental constraints, Major flood event, Contractor/coordinator failure, Equipment/fleet unavailability, Other
• Have previous projects under your oversight required major redesign after construction started? If yes, briefly describe the cause and impact.
• How narrow are your in-water or environmental work windows (select one)? Options: Very narrow—specific seasonal window, Moderate—several months with restrictions, Flexible—year-round with mitigation, Unknown
• What contingency budget or schedule float is typically available for dealing with unforeseen site conditions? Options: <5% budget / <2 weeks, 5–10% budget / 2–6 weeks, 10–20% budget / 1–3 months, No dedicated contingency, Unsure
• If the contractor discovers a critical condition requiring immediate redesign, who has authority to approve the change and on what timeline?

Can You Really Mobilize in Time?

• If a contractor guaranteed a 72-hour cofferdam deployment but you required evidence before award, what specific proof would satisfy you?
• Which mobilization assurances do you require prior to award (select all that apply)? Options: Performance bond with mobilization clause, Signed equipment roster and photos, Crew certifications and resumes, Proof of dedicated barges/cofferdam crew, Mobilization schedule with critical-path logic
• Do you require pre-cleared staging/laydown areas or is contractor responsible for finding staging within X miles? Options: Pre-cleared staging provided, Contractor must secure staging, Hybrid—some pre-cleared, some contractor-secured
• Describe any site access or logistic constraints we must plan for (bridges, narrow roads, weight limits, seasonal closures).
• Do you need evidence of subcontractor qualifications and will those subcontractors be pre-approved prior to award? Options: Yes—pre-approval required, No—contractor discretion, Partial pre-approval (key trades only)

Trust, Safety, and Proof — What Seals the Deal?

• Would exemplary dam-construction safety and incident records justify a premium price to you—and why would that matter to your decision process?
• Which of these proof points matter most during technical evaluation (select up to 4)? Options: Similar dam project narratives, Photos/videos of critical equipment in use, Contactable agency references, Bonding capacity letters, Specialized fleet ownership/availability, Safety KPIs and incident history, Regulator endorsements
• Which safety KPIs or records do you require to approve a contractor (select all that apply)? Options: TRIR (Total Recordable Incident Rate), OSHA recordables, Near-miss reporting frequency, Dam-construction-specific incident log, Safety audit reports, Drug/alcohol testing program
• Do you require third-party QA/inspection (e.g., independent instrumentation calibration, NDT, or third-party commissioning) during acceptance? Options: Yes—mandatory, Recommended but not mandatory, No—contractor QA is sufficient, Unsure
• How many references and from which types of owners (USACE, Reclamation, state) are expected to validate comparable experience? Options: 1–2 (any owner), 3–5 (mix of federal and state), 5+ with at least one federal, Varies / follow solicitation

Communications When Seconds Count

• If a sudden flood warning occurs while cofferdam/dewatering is active, what immediate actions and communications do you expect from the contractor in the first four hours?
• Who must be notified immediately in an emergency (select all that apply)? Options: Project Manager, Contracting Officer, On-site Engineer, Regulatory Representative, Local Emergency Manager, Public Affairs Officer
• Which communication channels are mandatory for urgent alerts? Options: Phone call to POC, SMS/text alert, Email plus read receipt, Emergency conference bridge, Incident reporting portal
• Do you require an escalation matrix with response SLAs (e.g., acknowledge within 15 minutes, onsite within 2 hours)? Options: Yes—specific SLAs required, Preferred but flexible, No formal SLAs required
• Are there required public notification or press protocols we must follow in the event of an incident? Options: Yes—strict protocols, Yes—coordinate with agency public affairs, No—handled internally, Unsure

Agreement on Next Steps — What Do We Commit To Now?

• If we leave this discovery without clear next steps, what specific risk are you taking on by default?
• What are the top three concrete outcomes you want from our next engagement (site visit, tabletop, draft plan, procurement input)? List in priority order.
• Which documents should we exchange before the next meeting (select all that apply)? Options: Latest inspection report, Geotechnical logs, Hydraulic modeling files, Permit status and constraints, Proof of bonding/capacity, Safety plan and KPIs
• What is the ideal date range for a joint site visit or tabletop mobilization exercise? Options: Within 1 week, 1–2 weeks, 2–4 weeks, More than 4 weeks
• Please confirm the primary single point(s) of contact for scheduling, technical clarifications, and contracting (name, role, phone/email).