12.3 Grease Interceptors: Hydromechanical (HGI) vs. Gravity (GGI)

Key Takeaways

  • Commercial food service establishments generate fats, oils, and grease (FOG) that congeal upon cooling; under MPC Section 1003.3, all fixtures discharging grease-laden waste must route through an approved grease interceptor.
  • Hydromechanical Grease Interceptors (HGIs) comply with ASME A112.14.3 / CSA B481.1, utilize hydromechanical air entrainment and internal baffles, are typically installed indoors near point-of-use, and require a certified external vented flow control device.
  • Under ASME A112.14.3, an HGI's grease retention capacity in pounds must equal at least twice its certified flow rating in gallons per minute (Pounds >= 2 x GPM).
  • Gravity Grease Interceptors (GGIs) comply with IAPMO Z1001, consist of large outdoor multi-compartment underground vaults (750 to 2,000+ gallons), and rely strictly on natural floatation over an engineering minimum hydraulic retention time of 30 minutes.
  • MPC Section 1003.3.2 strictly prohibits connecting human sanitary waste (water closets, urinals) and commercial food waste disposers (garbage grinders) to grease interceptors.
Last updated: September 2026

12.3 Grease Interceptors: Hydromechanical (HGI) vs. Gravity (GGI)

Exam Focus: Commercial kitchen fats, oils, and grease (FOG) represent the leading cause of structural sewer blockages and sanitary sewer overflows (SSOs) nationwide. The Michigan Journeyman Plumber licensing examination tests the candidate's mastery of Michigan Plumbing Code (MPC) Section 1003.3, the engineering distinctions between Hydromechanical Grease Interceptors (HGI) complying with ASME A112.14.3 / PDI G-101 and Gravity Grease Interceptors (GGI) complying with IAPMO Z1001, the mandatory flow control fitting, the 2x GPM rule for grease capacity, and the explicit list of prohibited fixture connections.


1. The Municipal FOG Crisis & Statutory Mandate (MPC Section 1003.3)

In commercial food preparation facilities—such as restaurants, hospital kitchens, school cafeterias, bakeries, and butcher shops—wastewater contains significant concentrations of animal fats, vegetable oils, and shortening (collectively termed FOG). FOG enters the drainage system as a warm liquid emulsion ($120^\circ\text{F}$ to $160^\circ\text{F}$). As the effluent moves into public sewer mains and cools below $100^\circ\text{F}$ ($38^\circ\text{C}$), the lipids congeal and undergo saponification—chemically reacting with alkaline calcium salts in municipal wastewater to form rock-like deposits known as fatbergs.

Under MPC Section 1003.3.1, an approved grease interceptor must be installed in the waste line leading from sinks and fixtures in all commercial establishments where grease, fat, or oil can be introduced into the drainage system. Discharging untreated grease-laden waste into public sewers violates local sewer use ordinances, Michigan Department of Environment, Great Lakes, and Energy (EGLE) regulations, and the federal Clean Water Act.


2. Hydromechanical Grease Interceptors (HGI / ASME A112.14.3 & PDI G-101)

A Hydromechanical Grease Interceptor (HGI) is an engineered, compact appliance designed to separate FOG from wastewater through a combination of flow restriction, hydromechanical air entrainment, and precision internal baffling.

                    HYDROMECHANICAL GREASE INTERCEPTOR (HGI)

      FIXTURE WASTE
            |
            v
       [VENTED FLOW] <--- Air Intake Draws Atmospheric Air (Venturi Effect)
       [CONTROL DEV]      Air Bubbles Attach to Microscopic Grease Droplets
            |
            +--------------------+
                                 |
       +-------------------------v-----------------------------------------+
       |                   REMOVABLE COVER / GASKET                        |
       |  +-------------+                                                  |
       |  |  AIR & GREASE|        FLOATING GREASE LAYER                     |
       |  |  DIFFUSER   |     ~~~~~~~~~~~~~~~~~~~~~~~~~~~                  |
       |  +-------------+                                   CLEAN EFFLUENT |
       |         |                                          DRAWS FROM     |
       |         v                 WATER SEPARATION ZONE    THE BOTTOM     |
       |      [BAFFLE]                                           |         |
       |         |                                         +-----+-----+   |
       |         +---------------------------------------->| OUTLET TEE|==>|==> TO SEWER
       |                                                   +-----------+   |
       |                     SETTLED SOLIDS / FOOD SLUDGE                  |
       +-------------------------------------------------------------------+

Key Engineering Principles of HGIs

  1. Standards & Certification: Must be tested and listed in compliance with ASME A112.14.3, PDI G-101, or CSA B481.1.
  2. Installation Location: Typically installed indoors, directly adjacent to or under the fixtures served (point-of-use), recessed flush with the finished floor, or in a nearby basement/mechanical room.
  3. Construction Materials: Fabricated from heavy-gauge epoxy-coated steel, stainless steel, or high-density engineered thermoplastics (polyethylene or polypropylene).
  4. Vented Flow Control Device (FCD):
    • Mandatory Component: Every HGI must be installed with an external calibrated flow control fitting on its inlet piping.
    • Air Injection Mechanism: The flow control fitting incorporates an atmospheric air intake. As wastewater rushes through the calibrated orifice, the pressure drop draws room air into the stream via the venturi effect.
    • Bubble Attachment: Microscopic air bubbles entrain into the wastewater and attach to suspended grease droplets. Because the combined air-grease agglomerations have a very low specific gravity, their upward flotation velocity increases dramatically, separating FOG in seconds within a compact chamber.
  5. The Certified 2x Retention Rating Rule (ASME A112.14.3):
    • HGIs are rated by flow capacity in Gallons Per Minute (GPM) and grease retention capacity in Pounds (lbs).
    • Under ASME A112.14.3, an HGI must be certified to retain a minimum grease mass in pounds that is at least twice its rated flow in GPM before grease breakthrough occurs:

Minimum Grease Retention Capacity (lbs)2×Certified Flow Rate (GPM)\mathbf{\text{Minimum Grease Retention Capacity (lbs)} \ge 2 \times \text{Certified Flow Rate (GPM)}}

Standard ASME A112.14.3 Sizing Ratings

Flow Rating (GPM)Minimum Certified Grease Capacity (Lbs)Recommended Fixture Capacity Served
20 GPM40 lbs1-compartment or 2-compartment prep sink
25 GPM50 lbs2-compartment or small 3-compartment pot sink
35 GPM70 lbsStandard 3-compartment commercial pot-washing sink
50 GPM100 lbsHeavy 3-compartment sink plus pre-rinse station
75 GPM150 lbsMultiple commercial scullery sinks
100 GPM200 lbsLarge institutional dish-washing battery

Fixture Volume Sizing Formula for HGIs

When sizing an HGI for a commercial sink, plumbers calculate the cubic volume of all sink compartments in inches, convert to gallons, apply a practical fill factor, and divide by the drainage time:

Total Volume (gallons)=Length×Width×Depth (inches)×Number of Compartments231 cu in/gal\text{Total Volume (gallons)} = \frac{\text{Length} \times \text{Width} \times \text{Depth (inches)} \times \text{Number of Compartments}}{231 \text{ cu in/gal}}

Required Flow (GPM)=Total Volume×0.75 (75% Fill Factor)Drain-Down Period (1 or 2 Minutes)\mathbf{\text{Required Flow (GPM)} = \frac{\text{Total Volume} \times 0.75 \text{ (75\% Fill Factor)}}{\text{Drain-Down Period (1 or 2 Minutes)}}}


3. Gravity Grease Interceptors (GGI / IAPMO Z1001)

A Gravity Grease Interceptor (GGI) is a large-volume, multi-compartment vault that relies strictly on quiescent, gravity-driven flotation and sedimentation without mechanical air injection or external flow control fittings.

                       GRAVITY GREASE INTERCEPTOR (GGI)

          INLET MANHOLE                BAFFLE MANHOLE               OUTLET MANHOLE
          FRAME & COVER                FRAME & COVER                FRAME & COVER
         +-------------+              +-------------+              +-------------+
         |  AT GRADE   |              |  AT GRADE   |              |  AT GRADE   |
  ===+   +------+------+              +------+------+              +------+------+   +===
     |          |                            |                            |          |
     |          |       CHAMBER 1 (2/3)      |       CHAMBER 2 (1/3)      |          |
  IN |    +-----v----+                 +-----v----+                 +-----v----+     | OUT
  ==>|===>|INLET SAN |   FLOATING      | BAFFLE   |   SECONDARY     |OUTLET SAN|====>|===>
     |    |TEE BAFFLE|   GREASE LAYER  | WALL     |   GREASE LAYER  |TEE BAFFLE|     | SEWER
     |    +-----+----+  ~~~~~~~~~~~~~  |          |  ~~~~~~~~~~~~~  +-----+----+     |
     |          |                      |          |                       ^          |
     |          v      QUIESCENT       | TRANSFER |      QUIESCENT        |          |
     |                 SETTLING ZONE   | PORT     |      SETTLING ZONE    |          |
     |                                 |          |                       |          |
     |    [SETTLED SLUDGE BASIN]       |          |    [SETTLED SLUDGE]   |          |
     +---------------------------------+----------+-----------------------+----------+

Key Engineering Principles of GGIs

  1. Standards & Certification: Must comply with IAPMO Z1001 or ASTM C1613 (for precast concrete structures).
  2. Installation Location: Installed outdoors, buried underground outside the building envelope, accessible for commercial vacuum pumper trucks.
  3. Construction Materials: Precast reinforced concrete (minimum 4,000 psi), structural fiberglass, or rotational-molded high-density polyethylene.
  4. The 30-Minute Hydraulic Retention Time (HRT) Formula:
    • GGIs do not have air bubbles to accelerate separation; they rely entirely on natural buoyancy ($SG_{\text{grease}} \approx 0.88$ vs. $SG_{\text{water}} = 1.00$).
    • To allow microscopic grease droplets to rise through deep water columns, wastewater must remain inside the tank for a minimum hydraulic retention time of 30 minutes under peak flow conditions:

Minimum Tank Volume (Gallons)=Peak Drainage Flow Rate (GPM)×30 Minutes\mathbf{\text{Minimum Tank Volume (Gallons)} = \text{Peak Drainage Flow Rate (GPM)} \times 30\text{ Minutes}}

  1. Standard GGI Capacities: Because of the 30-minute HRT requirement, GGIs are massive structures, with standard municipal sizes ranging from 750 gallons, 1,000 gallons, 1,500 gallons, to 2,000+ gallons.
  2. Internal Compartmentation: GGIs must incorporate at least two chambers. The primary chamber comprises two-thirds (2/3) of the total liquid capacity, and the secondary chamber comprises one-third (1/3). Baffles extend from 6 inches above the water line to within 12 inches of the floor to prevent short-circuiting.

4. Master Comparison: HGI vs. GGI

Engineering CharacteristicHydromechanical Grease Interceptor (HGI)Gravity Grease Interceptor (GGI)
Governing StandardsASME A112.14.3, PDI G-101, CSA B481.1IAPMO Z1001, ASTM C1613
Primary Installation SiteIndoors (under counter, adjacent, or recessed in floor)Outdoors (buried underground below frost line)
Separation PhysicsHydromechanical air entrainment + baffled flowQuiescent gravity flotation + 30-min retention
Flow Control RequirementMandatory external vented flow control deviceProhibited (direct gravity drainage flow)
Capacity Sizing MetricFlow rate in GPM + Grease mass in Lbs ($2\times\text{GPM}$)Total liquid holding capacity in Gallons (750–2,000+ gal)
Cleaning Method & CycleManual or automated cleanout; weekly to bi-weeklyVacuum tanker truck pump-out; every 30 to 90 days
Air Entrainment VentYes (draws room air into flow control via venturi)No (sealed system with external atmospheric vents)

5. Prohibited Connections & The 25% Rule (MPC Section 1003.3.2)

Connecting inappropriate waste streams to grease interceptors destroys separation efficiency, creates biohazards, and violates state plumbing codes:

+-----------------------------------------------------------------------------+
|                   PROHIBITED GREASE INTERCEPTOR CONNECTIONS                 |
+-----------------------------------------------------------------------------+
|                                                                             |
|  [1] HUMAN SANITARY BLACKWATER (MPC 1003.3.2):                              |
|      - Toilets, water closets, urinals, and bidets are STRICTLY PROHIBITED. |
|      - Introduces fecal coliforms, causes septic methane gas generation,   |
|        and contaminates grease rendering/recycling streams.                 |
|                                                                             |
|  [2] COMMERCIAL FOOD WASTE DISPOSERS / GARBAGE GRINDERS:                    |
|      - Commercial food grinders CANNOT discharge into a grease interceptor.|
|      - Ground organic slurry coats grease, prevents flotation, and causes   |
|        immediate sediment choking. (Solids interceptor required if mandated)|
|                                                                             |
|  [3] COMMERCIAL HIGH-TEMPERATURE DISHWASHERS (> 140°F):                     |
|      - Discharging automated sanitizing rinse water emulsifies grease.      |
|      - Emulsified grease passes straight through interceptor into sewer.    |
+-----------------------------------------------------------------------------+

The 25 Percent Maintenance Rule

Under universal plumbing codes and municipal sewer pre-treatment ordinances, a grease interceptor must be pumped and cleaned whenever:

Depth of Floating FOG+Depth of Settled Sludge25% of Total Liquid Depth\mathbf{\text{Depth of Floating FOG} + \text{Depth of Settled Sludge} \ge 25\% \text{ of Total Liquid Depth}}

When combined solids and grease exceed 25% of the operating depth, the effective clear water zone between them is choked. Flow velocity accelerates through the narrow remaining gap, destroying laminar settling and causing grease carryover directly into the municipal sewer.

Test Your Knowledge

Under ASME A112.14.3, what is the minimum certified grease retention capacity in pounds required for a hydromechanical grease interceptor (HGI) rated at a flow rate of 35 gallons per minute (GPM)?

A
B
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D
Test Your Knowledge

What is the primary function of the external vented flow control device installed immediately upstream of a hydromechanical grease interceptor (HGI)?

A
B
C
D
Test Your Knowledge

Under Michigan Plumbing Code Section 1003.3.2, which of the following fixtures is strictly prohibited from discharging into a commercial grease interceptor?

A
B
C
D
Test Your Knowledge

According to municipal pre-treatment standards and plumbing code best practices, at what point must a grease interceptor be pumped and cleaned under the '25 Percent Rule'?

A
B
C
D