sitebraid.

CAMPUS CHALLENGE / DECISION BRIEF

The campus is ready to advance. The water solution is not.

A supply letter can coexist with a campus that cannot reject heat, discharge water or survive a restricted-supply day.

ILLUSTRATIVE FAILURE SCENARIO

How the problem unfolds

Assume the provider conversation is based on average annual consumption, while the cooling design needs its highest makeup flow during a prolonged hot period. The proposed alternative is reclaimed water, but its quality requires treatment and creates a reject stream the wastewater system has not accepted. A storage tank is then added to close the gap. The tank helps for a limited duration, but cannot refill fast enough between consecutive peak days. Every component looks reasonable in isolation; the combined service remains unproven.

Hypothetical development case. Assumptions are not project results, quoted prices or predicted failure rates.

TEXAS / LAW, REGULATION & LOCAL REQUIREMENTS

The Texas constraints to resolve

Reviewed September 10, 2026

Development issues to resolve, not a legal opinion. Applicability depends on the parcel, provider, project configuration and current instruments. Texas counsel, the responsible authority and qualified technical specialists should confirm the route before commitments are made.

Which requirements apply to this campus?

  • Identify the retail provider and CCN position separately from the raw-water source. If groundwater is proposed, identify the applicable district and its requirements.
  • Identify the receiving wastewater system and the parcel's actual utility service area. The Fort Worth example below is not a statewide rule.

Use these questions to direct the review, not to determine legal eligibility. Open the applicable constraint below for the source, consequence and next action.

Source rights and retail service rights are differentTexas water law; source and service territory dependent.

Texas basis. Surface-water use is governed by a water-rights system. Groundwater requires a separate check of the applicable district regime. Water Code Chapter 13 separately addresses retail service certification. TCEQ surface-water rights and permits · TCEQ groundwater conservation district framework · Texas Water Code §§13.242, 13.250 and 13.2541

Campus consequence. A well site, raw-water discussion or nearby main does not establish a lawful, deliverable retail service route. Buying a source can leave the campus without conveyance, treatment or the right provider arrangement.

Resolve before commitment. Commission a source-to-meter rights map. Counsel and the providers should identify the current source authority, district requirements, CCN position and agreements needed at each boundary.

The local utility can change the acceptable cooling basisAdopted local example, not a statewide cooling requirement.

Texas basis. Fort Worth's official page reports that its August 11, 2026 water policy requires new data centers in its water utility service area to use closed-loop cooling and obtain NSIU wastewater pretreatment permits. Fort Worth: adopted requirements versus proposed data center regulations

Campus consequence. A design acceptable elsewhere may not satisfy this provider. Closed-loop cooling still needs a complete makeup-water, heat-rejection and discharge assessment.

Resolve before commitment. If the parcel is served by Fort Worth, obtain the adopted policy and a project-specific utility interpretation. Elsewhere, establish the actual provider's requirements rather than transplanting this local rule.

01 / CAMPUS EXPOSURE

Follow the consequences.

Cooling
Establish demand at the relevant weather and tenant load, including an equipment outage. Average water-use efficiency cannot establish peak service adequacy.
Provider
Separate source availability, deliverable pressure and flow, drought conditions and funded connection works. A map or general willingness to serve closes none of those together.
Discharge
Confirm what leaves the campus, its quality and the receiving system's conditions. Reducing incoming water without checking concentrated discharge can create a different permit or treatment constraint.
Land and power
Treatment, tanks and dry-cooling equipment consume area and electricity. Protect setbacks, drainage and later tenant pads before adopting an alternative.
Commercial
Assign minimum purchases, variable treatment cost and restricted-day performance between owner and tenant. A cooling change should not silently transfer unlimited operating cost to either party.

COMBINED FAILURE TEST

Heat, restricted inflow and an unavailable refill window

Do not model storage as full at the start of every difficult day. Carry the previous day's ending balance forward, then test the next peak with the same supply restriction. The operating limit must account for protected reserves and the actual refill path.

Questions to take to the project team
  1. How long does usable storage last at peak net withdrawal, excluding protected fire reserve?
  2. What happens on the second restricted-supply day, including refill limits?
  3. Can all permitted discharge conditions be met during startup, upset and peak operation?

ILLUSTRATIVE WORKED DECISION

A full tank is not a three-day supply

Assume 600,000 gallons of usable process storage after excluding fire and unavailable volume. Peak withdrawal is 1,000 gallons per minute for eight hours; restricted inflow is 400 gallons per minute throughout the day. Off-peak withdrawal is 300 gallons per minute. Ignore losses for this simplified balance.

Peak drawdown
(1,000 - 400) × 480 minutes = 288,000 gallons.
Off-peak refill
(400 - 300) × 960 minutes = 96,000 gallons.
End of day one
600,000 - 288,000 + 96,000 = 408,000 gallons.
End of day two
408,000 - 288,000 + 96,000 = 216,000 gallons.
Day-three peak
216,000 ÷ 600 = 360 minutes: storage is exhausted six hours into an eight-hour peak.

What the owner should decide

Do not accept this configuration for a three-day event. Reduce demand, increase supported inflow or provide sufficient additional usable storage, then rerun the entire event and recovery period with the responsible engineers. This arithmetic is not a tank design or a required reserve standard.

Simplified assumptions for explanation. Not a client result, market quote, engineering design or legal conclusion.

02 / RESPONSE CHOICES

When to advance. When to stop.

These are decision conditions, not universal thresholds. Confirm the evidence with the responsible providers, specialists and affected tenants before the owner authorizes a commitment.

Close the incumbent supply route

Advance whenThe provider supports peak flow, quality and restrictions, with funded works deliverable before the accepted opening.

Stop or revise whenThe extension fixes pipe capacity but not the source limit or the discharge constraint.

Tradeoffs and scope

Fund the specific treatment, pressure or main extension that is missing, with delivery and acceptance milestones. This works only if the underlying resource and operating conditions support the phase.

Change the cooling and water basis

Advance whenThe whole-system comparison includes peak power, land, water chemistry, discharge and tenant operating requirements.

Stop or revise whenLower annual water consumption creates an unfunded peak electrical load or an unacceptable reject stream.

Tradeoffs and scope

Compare dry, hybrid and alternative-water configurations using site weather, water chemistry and tenant requirements. Price the added electricity, footprint and maintenance rather than assuming water savings are free.

Limit the first-phase envelope

Advance whenThe tenant accepts a bounded initial load and engineers establish a sustainable restricted-supply envelope.

Stop or revise whenThe phase only survives by exhausting storage that cannot be replenished before the next peak.

Tradeoffs and scope

Cap the initial tenant load or peak-water demand until the permanent system is accepted. Negotiate the restriction explicitly instead of relying on emergency trucking as an unproven primary supply.

The work Sitebraid would take on

Sitebraid would assemble a phase-by-phase water balance with the design and operating teams, identify the controlling supply or discharge limit and compare deliverable alternatives. We would connect the provider agreement, off-site funding, land reservations and tenant cooling obligations. The output is one agreed operating envelope and a funded route to it, with qualified specialists retaining design and permitting responsibility.

03 / DECISION GATE

Evidence before commitment

  • Provider evidence for quantity, quality, pressure and restrictions at the point of delivery.
  • Accepted treatment and discharge basis, including upset conditions.
  • A restricted-supply operating plan with usable storage, refill assumptions and tenant consent.

NEXT ACTION

Start here

Ask for one diagram showing every incoming and outgoing water stream, its peak rate, responsible operator and approval. A missing outlet can stop a campus as completely as a missing source.

Source context and boundaries

Reviewed September 10, 2026. The scenarios and decision tests are Sitebraid analysis. Source materials establish context, not approval of a particular project. Applicable law, provider terms and technical requirements require project-specific confirmation.