EXECUTIVE PITCH DECK MWTP-250: Mobile Emergency Water Treatment Facility
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TREATED POTABLE WATER & BUILDING PRESSURIZATION · REV B

MWTP-250 Mobile Water Treatment Facility

A rapid-deployment, 36-ft gooseneck water treatment plant engineered to keep hospitals, commercial kitchens, and communities pressurized with treated water during Boil Water Advisories, storms, and water main breaks — under state emergency-use approval.

Potable Output
250 GPM
~350,000 Gal / Day net
Pathogen Barriers
UF + UV + CT
Integrity-tested UF · 4-log virus by Cl₂ CT
Building Line Pressure
65–85 PSI
Triplex VFD Direct Tie-In
Arrival to Building Water
~3 Hours
Pre-surveyed site · Class A CDL tow
01 • THE EMERGENCY CHALLENGE

When Storms Knock Out Power or Water Mains, Critical Facilities Shut Down

The U.S. sees roughly 240,000 water main breaks a year (ASCE estimate), plus storm- and freeze-driven Boil Water Advisories.

1. Hospitals Risk Service Cuts or Evacuation

Without domestic water pressure, hospitals lose sterile processing, dialysis support, sanitation, and fixtures on upper floors — and may have to divert patients or evacuate, at very high cost and patient risk.

2. Restaurants & Kitchens Often Must Close

During a Boil Water Advisory, health departments typically require food businesses to stop using tap water or close unless they have an approved alternate source — every day closed is lost sales and spoiled inventory.

3. Bulk Water Tankers Cannot Pressurize Pipes

A tanker holds about 6,000 gallons per load and delivers unpressurized water that can't flush upper-floor toilets or run commercial dish machines without extra pumping equipment.

The Solution: Fill a break tank from a hydrant that still holds 20 PSI (or by tanker), treat up to 250 GPM on site, and pressurize the building directly. ~$1.29 / 1,000 gal consumables
02 • CORE ENGINEERING INSIGHT

Why Hollow-Fiber Ultrafiltration (UF) Triples Output in a 36-ft Trailer

City water and most lakes are fresh water (low TDS) — the targets are pathogens and sediment, not salt.

Conventional Reverse Osmosis (RO) Trailer Low Flow / High Waste
  • Output: Only 50–75 GPM (72,000–108,000 GPD) in a 36-ft trailer.
  • Brine Waste: Rejects 25%–40% of feed water to drain (starves low-pressure hydrants).
  • Power Hungry: Requires 200–400 PSI high-pressure pumps.
  • Corrosive Permeate: Strips minerals, requiring heavy post-remineralization.
MWTP-250 (0.02 µm UF + UV + Cl₂ CT) 3.5x Higher Capacity
  • Output: 250 GPM rated (~350,000 GPD net) in the same 36-ft footprint.
  • ~96% Water Recovery: About 4% used for backwashes and strainer flushes.
  • Lower Power: UF runs at 30–55 PSI; the whole plant, building boosters included, averages ~38 kW on an 80 kW generator.
  • Proven Barrier: UF removes protozoa and bacteria and is integrity-tested daily; viruses are handled by chlorine contact time.
Hospital Service
1 Facility ≤ 250 GPM Peak
Restaurant Service
1 Connection at a Time
FEMA Sanitation (15 gal/p)
~23,000 People/Day
Drinking Water (1 gal/p)
~350,000 People/Day
03 • MULTI-BARRIER TREATMENT TRAIN

6-Stage Treatment Architecture

Each barrier earns credit only when it's monitored: UF by daily integrity test, UV by validated dose, chlorine by measured contact time.

STAGE 1 • SUPPLY & BREAK TANK

Air-Gap Break Tank, 15 HP Pump & 200 µm Strainer

Hydrant water (held at ≥ 20 PSI residual by a pressure-sustaining valve) or tanker water fills a 3,000-gal break tank; a 15 HP pump draws 260 GPM through an auto-flushing strainer.

STAGE 2 • PRE-FILTER & COAGULATION

Duplex 25 µm Bags, then Inline PACl

Bags catch pipe scale and silt first; PACl coagulant (only when raw turbidity > 5 NTU) is dosed after the bags so floc can't blind them.

STAGE 3 • 0.02 MICRON ULTRAFILTRATION

14x PVDF Hollow-Fiber Modules (2 Trains)

10,850 sq.ft. of NSF 419-tested membrane, < 0.05 NTU, daily pressure-decay integrity test. During a 45-sec backwash the partner train carries ~125 GPM.

STAGE 4 • UV DISINFECTION

3 Validated UV Reactors (2 Duty + 1 Standby)

≥ 40 mJ/cm² UVDGM-validated dose with UVT monitoring — a second barrier for Giardia and Cryptosporidium. (Onboard GAC removed in Rev B: too little contact time to support VOC/PFAS claims.)

STAGE 5 • CHLORINE CONTACT TIME

NaOCl + 3,000-Gal Baffled Contact Tank

About 6 min effective contact at 1.5–2.0 mg/L gives 4-log virus inactivation; the PLC calculates CT live from flow, temperature, pH, and residual.

STAGE 6 • BUILDING PRESSURIZATION

Triplex VFD Boosters + ASSE 1013 RPZ

Three 15 HP multistage pumps (2 duty + 1 standby) hold 65–85 PSI at the building, after RPZ and hose losses, through an ASSE 1013 RPZ.

04 • TRAILER ARCHITECTURE, WEIGHT & LICENSING

36-ft Gooseneck Layout & Drain-and-Preserve Transport

Towed by a Class 5 chassis cab (F-550 / Ram 5500 class). No semi-tractor, but the ~49,500 lb GCWR means a Class A CDL driver and a USDOT number.

Spatial Zone Allocation (36 ft × 8 ft)
Gooseneck Compartment (fire-separated): 80 kW Gen + 150-Gal Fuel + Duplex Air 4,400 lbs
Forward Main Deck: PLC/Lab/Eyewash, 15 HP Intake Pump, Strainer & Bag Filters 2,050 lbs road
Center Over-Axle Zone: 14-Module UF Skid (preserved wet), 3 UV, Chemical Room 4,400 lbs road
Rear Deck + Belly Boxes: Clearwell, 15 HP Triplex Boosters, RPZ, Ground Tanks & Hoses 3,450 lbs road
Road vs. Wet Operating Weight
Road Weight (Drained, Membranes Preserved)
24,100 lbs
Under 30,000 lb GVWR (~5,300 lb pin — beyond most pickups)
On-Site Wet Operating Weight (on trailer)
28,420 lbs
Contact and break tanks sit on the ground beside the trailer
Drain & Preserve: "Prepare for Transport" drains the clearwell and piping (XV-601, XV-205), then fills the UF modules with preservative — PVDF membranes are never blown dry.
05 • HOSPITAL-GRADE QUALITY ASSURANCE

Automated PLC SCADA & Fail-Safe Water Interlocks

Any out-of-range reading closes the building outlet XV-602 automatically.

INTERLOCK 1 • LASER TURBIDITY (AIT-201) Normal: 0.02 NTU

Hach TU5300sc laser nephelometer monitors UF filtrate continuously. If turbidity exceeds 0.15 NTU for 5 seconds, XV-602 closes and XV-300 opens to waste. A daily pressure-decay test proves fiber integrity.

INTERLOCK 2 • CT, CHLORINE & UV (AIT-402/601) Target: 2.0 mg/L

Live CT is calculated at the contact-tank outlet. If CT falls short, residual drops below 0.8 mg/L or exceeds 4.0 mg/L, or UV dose drops below 40 mJ/cm² with the standby reactor on, the building outlet locks out.

INTERLOCK 3 • CITY MAIN PROTECTION Hold: ≥ 20 PSI

The trailer never pumps from the main. Pressure-sustaining valve PSV-100 holds the hydrant at ≥ 20 PSI and fills an air-gap break tank; if PT-100 can't hold 20 PSI, XV-100 closes and supply switches to tanker.

INTERLOCK 4 • BUILDING OVER-PRESSURE GUARD Setpoint: 65–85 PSI

VFD boosters control on a remote building-side transmitter (PT-603) from 5 to 250 GPM, with a high-pressure trip at 90 PSI at the building and an ASSE 1013 RPZ backflow preventer.

06 • RAPID FIELD DEPLOYMENT SOP

Arrival to Building Water in About 3 Hours

At a pre-surveyed site with a pre-installed tie-in, following the CDC/AWWA hospital emergency water supply guide and the state's emergency approval.

0:00–0:30

1. Traffic Control, Level & Power

Set cones and signs, park near hydrant and tie-in, level on the hydraulic jacks, start the 80 kW generator (or approved shore power), and check the chemical room.

0:30–1:15

2. Ground Tanks & Supply

Deploy break and contact tanks. Utility meter + backflow + PSV-100 on the hydrant (≥ 20 PSI) or start tanker shuttle. Waste to sanitary sewer. Utility/facility closes the building's service valve.

1:15–2:15

3. Flush, Integrity Test & Prove

Startup flush to waste, UF integrity test, fill and turn over the contact tank until CT and residual are green, pull Bac-T samples, and sanitize the delivery hose with the 50 mg/L hose kit.

2:15–3:00

4. Soft-Ramp Building Pressurization

Pressurize building risers at 30 PSI first while bleeding trapped air from top-floor faucets (preventing water hammer), then ramp VFD boosters to 75 PSI.

07 • BUILD COST & UNIT ECONOMICS

Turnkey Build Cost ($601k) & Low Operating Cost

Budget estimate incl. PE engineering and 15% first-build contingency. Every line needs a vendor quote; compare against at least two turnkey OEM quotes.

Capital Expenditure (CapEx) Summary
1. 36-ft Gooseneck, 9.5-ft Tall Box, Firewall, HVAC & Jacks$64,500
2. UF Skid (14 Modules, BW, Blower, CIP, Integrity Test)$80,200
3. 3 UV Reactors, Dosing, Chemical Room & Contact Tank$59,800
4. 80 kW Tier-4 Generator, 150-Gal Tank, ATS & Duplex Air$61,000
5. 316L SS Piping, 20 Pneumatic Valves (XV) & Hose Kits$43,800
6. 500-Gal Clearwell, Triplex 15 HP Boosters & RPZ$42,700
7. PLC/SCADA, Analyzers, Safety Station, Break Tank & Intake Skid$81,000
8. Integration $68,000 + PE Engineering $22,000 + 15% Contingency $78,450$168,450
TOTAL TURNKEY TRAILER BUILD COST$601,450
Daily Operating Cost (~350,000 GPD net)
Generator Power
~74 gal/day diesel + chemicals, bags, Bac-T lab
$450.85/day
$1.29 / 1,000 gal
Shore Power
~907 kWh/day at $0.13 + consumables
$287.59/day
$0.82 / 1,000 gal
Consumables only: about a tenth of a cent per gallon before crew labor. Crew, insurance, and debt are in the business plan.
08 • COMMERCIAL REVENUE & DEBT COVERAGE

Retainers + Deployments + Planned Rentals

Retainers smooth cash flow (a full book covers ~54% of fixed costs + debt); about 36 emergency days a year cover the rest.

STREAM 1 • RECURRING RETAINERS
$18,000 / yr

Hospital Priority Retainer — max 3 per trailer per region, ranked call order — supports the hospital's emergency water plan. Plus $3,500/yr commercial retainers served as available.

STREAM 2 • EMERGENCY DEPLOYMENT
$7,500 / day

24-hr crewed day (two certified operators) plus a $6,500 mobilization & sanitization fee. Clients may recover costs through insurance or FEMA Public Assistance.

STREAM 3 • PLANNED UTILITY BYPASS
$4,200 / day

Non-emergency rentals during scheduled municipal water main replacements, hospital tank cleanings, and major outdoor events.

Year 1 Gross Revenue (11% Util)
$334,000
Year 1 EBITDA Cash Flow
$155,810
Annual Debt Service (10 yr)
$98,328
DSCR Yr 1 / Yr 2 (EBITDA)
1.58x → 3.08x
09 • EXECUTION ROADMAP

9–12 Month Launch Plan

From PE-stamped design and state plan review to hospital retainers and 24/7 dispatch.

MONTHS 0–3
Engineering, Approvals & Financing

PE basis of design, state pre-application meeting, quotes, insurance, hospital LOIs. Close $654k loan + $115k equity; order long-lead skids.

MONTHS 3–8
Fabrication & Staffing

Skid integration and UL-508A panel. Hire and certify operators, CDL training, DOT compliance setup, retainer pre-sales.

MONTHS 8–10
FAT & State Approval

Hydrostatic test, PLC interlocks, integrity-test and CT logic, state inspection and emergency-use approval, SAM.gov registration.

MONTHS 10–12
Site Surveys, Drills & Launch

Hospital site surveys and tie-in design, first drills, retainer billing begins, 24/7 dispatch readiness.

Documentation Suite (Rev B): Engineering Design Package • 2D SCADA Simulator • 3D Explodable CAD Digital Twin • Master P&ID & Valve Matrix • Line-Item BOM • Field Tie-In SOP • Commercial Bank Loan Plan.