- Grease Interceptor - A device utilized to effect the separation of grease and oils in wastewater effluent. Such interceptors may be of the "outdoor" or "underground" type normally of a 500 gallons or more capacity.
- Grease Trap - A device utilized to effect the separation of grease and oils in wastewater effluent. Such traps are the "under-the-counter" type normally 100 gallons or less capacity.
GREASE INTERCEPTOR SIZING CRITERIA
How to Determine the Size of an Exterior, In-ground Grease Interceptor Using the Manning Formula: The formula for calculating grease interceptor sizing is:
Gallons of interceptor = [[GPM/fixture x total # fixture ratings of grease-laden waste streams] + direct flow from a dishwasher, can wash, mop sink (in GPM)]] x 24 minute retention time
or Gallons of interceptor = [(A x B) + C] x D Components of equation:
A = GPM/fixture (drain line) – This is derived from the Manning Formula. It takes into account the slope, roughness of the pipe (plastic) used, and pipe diameter size. When applying the Manning Formula, we arrive at the drainage rates of various pipe diameter sizes:
0.5 inch pipe diameter = 0.8 GPM/fixture (drain line)
1.0 inch pipe diameter = 5.0 GPM/fixture (drain line)
1.5 inch pipe diameter = 15 GPM/fixture (drain line)
2.0 inch pipe diameter = 33 GPM/fixture (drain line)
2.5 inch pipe diameter = 59 GPM/fixture (drain line)
3.0 inch pipe diameter = 93 GPM/fixture (drain line)
B = Fixture Ratings of Grease-Laden Waste Streams: Fixtures that have more grease in their waste stream received higher values while less grease corresponds to a lower value. The table is shown below: Table of Common Commercial Kitchen Fixtures and their Corresponding Rating (each):
2, 3, or 4 compartment pot sink = 1.0
1 or 2 compartment meat prep sink = 0.75
Pre-rinse sink = 0.5
1 or 2 compartment vegetable prep sink = 0.25
C = Direct Flow from Dishwasher, Can Wash, and Mop Sink (in GPM): Use the following gpm values: Dishwasher = 10 GPM, can wash and mop sink = 6 GPM.
D = (24) Twenty-four minute retention time
Example #1: A restaurant has the following fixtures in their kitchen:
- (1) 3-compartment pot sink, 1.5 inch waste drain
- 1 pre-rinse sink, 1.5 inch waste drain
- (1) 1-compartment meat prep sink, 1.5 inch waste drain
- (1) 1-compartment vegetable prep sink, 1.5 inch waste drain
- (1) can wash (use 6 gpm)
Using the formula to size exterior grease interceptors, we get:
Gallons needed for grease interceptor
=[15 GPM x [1 + 0.5 + 0.75 + 0.25] + 6 GPM] x 24 minutes
=[[15 GPM x 2.50] + 6 GPM] x 24 minutes
=[37.5 GPM + 6 GPM] x 24 minutes
=43.5 GPM x 24 minutes
=1,044 gallons Use 1,000 gallon interceptor size
Example #2: A restaurant has the following fixtures:
GPM x Grease Factor
(1) 3 Compartment Pot Sink, 2.0 inch waste drain 33x1.0 = 33.00 GPM
(1) 1 Compartment Prep Sink (Meat), 1.5 inch waste drain 15x0.75= 11.25 GPM
(1) 1 Compartment Prep Sink (Vegetable), 1.5 inch waste drain 15x0.25= 3.75 GPM
(1) Pre-rinse Sink, 2.0 inch waste drain 33x0.5 = 16.50 GPM
(1) Dishwasher (use 10 gpm) 10.00 GPM
(1) Mop Sink, 3 inch waste drain (use 6 gpm) 6.00 GPM
Total 80.50 GPM
Using the formula to size exterior grease interceptors, we get:
Total GPM x 24 minutes = 1,932 gallons Use 2,000 gallon interceptor size
Interceptor sizes less than 1,000 gallons, round up to the nearest tank size available. Interceptor sizes greater than 1,000 gallons, round to the nearest tank size available, but no more than 10% smaller.
MINIMUM DESIGN AND STRUCTURAL CRITERIA FOR EXTERIOR GREASE INTERCEPTORS
All Food Service Establishments and other users as required by ordinance shall have grease-handling facilities installed and maintained, at the user’s expense. Common grease interceptors, or grease interceptors that receive FOG laden wastewater from more than one establishment, are prohibited.
Note: Contact the Rowan County Building Inspections Department at (704) 216-8619 and the Rowan County Health Department at (704) 216-8525 for requirements that this activity may be subject to.
Exterior, in-ground grease interceptors are the preferred device for grease retention in food service facilities. Grease traps will be allowed in cases where exterior, in-ground grease interceptors are infeasible to install (see FOG Control Program User Guidance Document and SRU Implementation Plan, Section III.C). Approval from the Director must be received prior to installation.
Strip Centers with the Potential for Food Service Establishments: All new buildings or strip centers containing sections designated for commercial enterprise of the strip center are encouraged to provide a stub-out for a separate waste line for future grease interceptor installation. The owner of a new strip center shall consider suitable physical property space and sewer gradient that will be conducive for the installation of an exterior, in-ground grease interceptor(s) for any flex space contained within the strip center. Physical Property Restrictions and sewer gradient shall not be a defense for new strip centers that fail to install an exterior, in-ground grease interceptor. A lack of proper planning for future installations of exterior, in-ground grease interceptors could result in a significant increase in costs due to retrofitting facilities for the installation of a grease interceptor. In addition, facilities that may not be required to install a grease trap or interceptor initially, may be required to install such devices in the future, per Section 25-202(i), Article VIII, Chapter 25 of the Code of the City of Salisbury, and are encouraged to consider the installation of a grease trap or interceptor during construction due to the costs of retrofitting facilities.
New exterior, in-ground grease interceptors shall be constructed in accordance with the criteria as set forth in this Plan unless otherwise approved by the Director.
Grease Interceptors shall conform to Chapter 10, Sec. 1003 of the North Carolina Plumbing Code and shall be designed and constructed according to the latest publications of ASTM C 1613 Standard Specification for Precast Concrete Grease Interceptor Tanks or ASTM F 2649 Standard Specification for Corrugated High Density Polyethylene (HDPE) Grease Interceptor Tanks except for the following requirements or other designs specifically approved by the Director:
- Grease interceptors shall receive kitchen wastes. Kitchen wastes include, but are not limited to: 2, 3 and 4-compartment sinks, pot sinks, prep. sinks, can wash, and floor drains and any other fixtures with the potential to discharge grease-laden wastewater. Domestic wastelines shall not be connected to grease interceptor service.
- Interceptors shall be sized according to the Grease Interceptor Sizing Criteria.
- At least one baffle wall shall be provided and shall be located a distance from inlet wall of 2/3 to 3/4 of the total length of the interceptor.
- Each grease interceptor shall have inlet and outlet tees. The outlet tee shall be submerged to a depth of 12 inches above the tank floor. It shall extend a minimum of 5 inches above the liquid level.
- Grease interceptors may not be installed in drive thru lanes and parking spaces unless prior approval is granted by the Director.
- Cleanouts shall be installed on the inlet and outlet sides of the interceptor and extended to grade. Cleanouts shall be installed in accordance with the latest edition of the NC Plumbing Code.
- Grease interceptors shall be vented in accordance with the NC Plumbing Code with a minimum 2" diameter vent piping.
- Cast-in-place and masonry tanks shall be designed by a professional engineer licensed in the state of North Carolina.
See “STANDARD DRAWINGS” section below.
MINIMUM DESIGN CRITERIA FOR GREASE TRAPS
For cases in which exterior type grease interceptors are infeasible to install, there must be installed a grease trap sufficient to properly treat the wastewater from all fixtures that have the potential to discharge wastewater that contains fat, oil, grease, or wax. Approval to install a grease trap in lieu of a grease interceptor must be granted by the Director prior to installation.
All grease trap plans and specifications shall be approved by SRU prior to installation.
Note: Contact the Rowan County Building Inspections Department at (704) 216-8619 and the Rowan County Health Department at (704) 216-8525 for requirements that this activity may be subject to.
Grease traps shall conform to Chapter 10, Sec. 1003 of the North Carolina Plumbing Code when being designed and constructed and shall be installed in accordance with the manufacturer’s instructions. See “STANDARD DRAWINGS” section below.
All grease traps shall be sized according to table 1003.3.4.1 of the North Carolina Plumbing Code (see table below).
Table 1003.3.4.1 North Carolina Plumbing Code Capacity of Grease Traps
Total Flow-through Grease Retention Capacity
Rating (gpm) (pounds)
4……………………………8
6……………………………12
7……………………………14
9……………………………18
10…………………………..20
12…………………………..24
14…………………………..28
15…………………………..30
18…………………………..36
20…………………………..40
25…………………………..50
35…………………………..70
50…………………………..100
INSTALLATION REQUIREMENTS FOR GREASE INTERCEPTORS AND TRAPS
All grease interceptors and traps shall be installed by a licensed North Carolina Plumbing Contractor and installed in accordance with the manufacturer’s instructions. Grease interceptors and traps shall be installed in such a way as to be readily accessible at all times for inspection and/or maintenance.