Highland Tank Passive Grease Interceptor, PGI User Manual

Highland Tank
grease i
nterceptors
HT-2816
Passive Grease Interceptors
User’s Manual
Installation, Operation & Maintenance
Carefully read and follow the instructions in this manual.
Single, Double &
Triple-basin
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
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Warning and Disclaimer This manual is intended for use only by persons knowledgeable and experienced in underground grease interceptor installation, operation and maintenance. This manual provides general guidance, and conditions at your site may render inapplicable some or all of the guidance. If you are uncertain, or require clarication or further instruction, please con­tact Highland Tank prior to commencing any installation, operation or main­tenance procedure. You are solely responsible for compliance with all federal, state and local laws, regulations and ordinances applicable to your installation and operation. Highland Tank disclaims all liability related to any misuse of the tank or failure to follow all guidance and instruction provided by Highland Tank.
Contents
Installation 6
Piping & Venting 15
Start-up 20
Operation 21
Maintenance 24
PGI Reference Diagrams 27
Options and Accessories 29
Best Management Practices 30
Introduction
Appendices
Thank you for purchasing a Highland Tank Grease Interceptor ­the leading high-performance interceptor in the industry.
The purpose of this manual is to provide detailed information on the installation, venting, startup, operation, inspection, maintenance, trouble-shooting and best management practices for the Highland Tank Passive Grease Interceptor.
These instructions should be used in conjunction with any and all other applicable installation and corrosion protection system instructions, e.g.:
• Highland Tank’s HighGuard Tank Installation Instructions, HT-7001,
®
• Steel Tank Institute ACT-100-U
Installation Instructions,
R971.
Note: This manual is based on Highland Tank’s standard grease in­terceptor congurations. Other custom congurations are available. Verify the supplied conguration prior to installation and testing.
Appendix A: Best Management Practices (print and post) 30 Appendix B: Aboveground Interceptor Installation 31
Forms
Glossary of Terms
Sample Inspection/Maintenance Log 33 Grease Hauler Manifest 35 No Grease sign (print and post near sinks and drains) 36
PGI - Passive Grease Interceptor BMP - Best Management Practices FOG - Fats, Oil & Grease FSE - Food Service Establishment AHJ - Authority Having Jurisdiction
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Standard PGI Description
The Highland Tank PGI is designed specically for the separation of fats, oils, grease and settleable solids from commercial and industri­al food service facilities. The PGI intercepts and collects these pol­lutants from the facility’s waste stream and prevents their discharge into the environment.
The PGI is a stationary, wastewater treatment tank lled with water. Internal bafes and weirs diffuse ow and create an extended path for FOG to contact static water in the tank. Initial solids separation and knockout occur in the rst chamber and are retained by means of a sludge bafe. Sizing of a PGI is based on the GPM ow to unit. PGIs retain waste stream inuent long enough to allow FOG to separate from waste stream and rise to surface. Retained FOG cools, solidies and remains in the PGI until removal.
Important points to consider prior to installation, operation and maintenance of the PGI:
Carefully read and follow instructions in this manual. Local codes and ordinances may apply. Check with local AHJ prior to installation of PGI.
• Ensure adequate site space - almost all products are delivered on a 75-foot-long tractor trailer. Allow space for unloading, positioning and temporary storage if applicable.
• Ensure the crane has adequate lifting capacity and clearance - have operator check site for clearances (overhead, turning, etc.). Spreader bars may be required for 10 foot diameter and larger PGIs.
• PGIs that are 0 foot diameter and larger are typically shipped rotated to minimize over-the-road height. They must be lifted from the hauling trailer by the supplied lifting lugs on the heads of the PGI. They must then be rotated before nal lifting into the excavation. Spreader bars and/or adequate lifting straps must be available to maintain recommended safe lifting capacity. Please check approval drawing for overall length of the PGI and location of the head lifting lugs.
• Do NOT rotate the PGIs while they are still on the trailer - damage may result. PGIs must be lifted from the trailer, using the lifting lugs supplied on the heads, and lowered onto a at area, free from anything that may cause damage to the exterior coating. Once the PGI is stable, the lifting device may need to be repositioned and then reattached to the lifting lugs on the top centerline of PGI. At this point, slowly roll the PGI to upright position on the ground before lifting to place in nal resting position.
• Special permits may be required for weight, size, etc. by local code or ordinance.
• Conrm inlet/outlet piping elevations - coordinate with site plan - check/recheck approval drawing when PGI arrives.
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Important points to consider (continued):
• Make sure PGI hold-down method/system is predetermined and components are at the site prior to PGI installation.
• Never enter the PGI or any of its enclosed spaces without proper conned space entry training and approved equipment. See OSHA, Regulations for Permit-Required Conned Spaces - 29 C.F.R. § 1910.146.
• Barricade the PGI installation area until job is complete.
• The PGI will not remove chemical or physical emulsions, dissolved hydrocarbons, solvents or Volatile Organic Compounds. Avoid introducing such materials into the PGI.
• Waste oils, such as frying oil, should not be intentionally drained into the PGI. Filling the PGI with waste oils adversely affects PGI performance. Waste oil should be properly disposed of by other means.
• The PGI needs to be maintained to remain as free of accumulated FOG and solids as possible. Suction removal of waste as needed, is the best and recommended method of maintenance.
• The location of your PGI should be as close as possible to the source of the FOG to minimize solidication in the piping system. PGI must also be placed in an area with sufcient truck access (top-side clearance) for waste removal.
• An absence of gravity ow to the PGI will necessitate wastewater pumping. Pumping should be restricted to the clean water, efuent end of the PGI. If pumping occurs at the inuent end, it will mix the grease and water, increasing the emulsied and dissolved grease content and possibly causing PGI failure. If a pump is installed upstream of the PGI, it must be a positive displacement pump (e.g. progressive cavity, diaphragm, sliding shoe), set at minimum ow rate and installed as far upstream as possible to minimize grease/water mixing.
• Piping should be designed to minimize turbulence and promote laminar ow.
• The PGI must be kept from freezing at all times. The PGI and piping should be installed below local frost levels. If necessary, a thermostatically controlled steam or electric heating device may be installed.
• Fill the PGI with clean, fresh water before introducing any wastewater. Complete the PGI Installation Checklist and Start-up Report (Form # HT-9049). A copy of the completed form should be retained by the PGI owner and installation contractor.
®
• Complete the HighGuard or ACT-100-U
Installer Information Card that was included with the delivery documents. This information is required to activate and maintain the Limited Warranty.
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Installation
Care in Handling PGIs
PGIs must not be dropped, dragged or handled with sharp objects and, except as minimally necessary for inspection and testing, should not be rolled. Lifting equipment must be of adequate size to lift and lower the PGI without dragging, dropping or damaging the PGI or its coating.
PGI Unloading
Lifting and Moving
WARNING:
Under no circumstance should chains or slings be used around the PGI shell.
The PGI must be mechanically unloaded. Use extreme care when unloading as weight distribution of PGI may be uneven.
Lifting and moving the PGI must only to be done using the lifting lugs welded to the PGI. PGIs should be carefully lifted, moved and lowered using cables, chains or straps of adequate size. When two lifting lugs are used, the angle between the lifting cable and vertical shall be no more than 30 degrees. See Fig.1. Use a spreader bar where necessary. Maneuver PGIs with guidelines attached to each end of the PGI. If PGIs must be relocated on a job site during installation, they must be lifted and not rolled.
Fig. 1
Max. 30º
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Max. 30º
Highland Tank
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Installation & Maintenance Instructions are available at www.highlandtank.com
Highland Tank
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Installation & Maintenance Instructions are available at www.highlandtank.com
®
HTM-0001
Use spreader bar when necessary
®
HTM-0001
Pre-Installation Inspection & Testing
Upon delivery, visually inspect the PGI for exterior damage that may have occurred during shipping or job site handling. Any damage that could result in leakage or corrosion must be repaired in a manner approved by Highland Tank. Please refer to coating repair instruc­tions below. If a PGI is not buried within 90 days, the PGI should be covered to protect the exterior coating from the effects of ultraviolet light damage.
If the PGI is of double-wall construction and has shipped with a vacuum drawn on the interstice, inspect the vacuum gauge. If the gauge indicates less than 5 inches, reinstitute the vacuum to 7 inches. Maintain 5 inches of vacuum for 2 hours before installing the PGI. Do not relieve pressure until PGI is secured in its nal resting position.
Coating Repair
Before placing the PGI in the excavation, all dirt clods and foreign matter shall be cleaned from the surface of the PGI. Damage to coating surface must be repaired using the supplied touch-up kit.
Visually inspect the PGI for damage. Pay particular attention to areas where coating may have been gouged or abraded. Mark all areas which appear damaged for repair.
Clean damaged PGI coating areas of rust, contaminants or disbonded coating prior to application of touch-up coating.
Areas of coating damage shall be roughened up with coarse grit sandpaper or grinder (see Society of Protective Coatings (SSPC) SP-2 “Hand Tool Cleaning” or SP-3 “Power Tool Cleaning” for addi­tional guidance) to remove all glossiness from the surface surround­ing the repair area approximately 6 inches around the damaged area. Re-coat the area with touch-up coating provided. See Fig. 2. Allow the repaired coating areas to cure completely.
Damaged polyurethane coatings must be repaired with the polyurethane repair kit that was delivered with the PGI.
Internal Piping Inspection
WARNING:
Carefully remove manway covers so as not to damage the gaskets. Inspect the interior of the PGI from above (without entry) to ensure that internal piping is secure and has not been damaged during transport. Do not allow anyone to enter the PGI unless it has been properly prepared for entry and the person entering the PGI has been properly trained for conned-space entry per OSHA, Regula­tions for Permit-Required Conned Spaces - 29 C.F.R. § 1910.146.
DO NOT ENTER the PGI without following proper conned space entry procedures.
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(continued):
Fig. 2Coating Repair
After repairs have been completed, all repaired areas of the HighGuard and ACT-100-U® protection system coatings shall be re-tested with a holiday detector set at 15,000 volts.
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Remove all large and sharp rocks/debris from excavation prior to lowering PGI into position.
Excavation and Bedding
The excavation should provide adequate space for the PGI(s) piping and associated equipment. It must also be free of any hard or sharp material that could cause damage to PGI coating.
Be certain that foreign matter is not introduced into the excavation or backll.
The total depth of the excavation is determined by the PGIs diameter, bedding thickness, hold-down pad (if required) depth of cover (including any effects of vehicular trafc) and slope and length of piping. Consult AHJ for additional requirements related to existing structures.
CAUTION:
DO NOT exceed maximum burial depth as predetermined by manufacturer.
Bedding and backll must be a homogenous material consisting of compacted clean sand, pea gravel, No. 8 crushed stone (American Society of Testing and Materials - ASTM-448) or equivalent. (100% through a 1/2 inch (13 mm) sieve and no more than 12% by dry weight through a #200 sieve (0.0029 Inch (0.0754 mm)). Pea gravel shall be no larger than 3/4-inch (19 mm). See Fig.
3.
Fig. 3
Slope of excavation determined by soil type and/or code. Consult AHJ.
24" Minimum
12" Minimum - Clean inert sand, pea gravel or crushed stone
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Excavation and
Remove all large and sharp rocks/debris from excavation prior to lowering PGI into position.
Bedding (continued):
The bottom of the excavation must be covered with bedding material to a minimum depth of one foot, suitably graded and lev­eled and extend at least two feet around the perimeter of the PGI for backll operations. Place at least 24 inches of backll between any adjacent PGIs, tanks and excavation walls. See Fig. 4.
Fig. 4
Placement of the PGI
Slope of excavation determined by soil type and/or code. Consult AHJ.
Highland Tank
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Installation & Maintenance Instructions are available at www.highlandtank.com
®
HTM-0001
24" Minimum
The PGI must be installed in a level and plumb position.
Check elevations at each end of the PGI with a transit and adjust as necessary to 1/2 inch in 20 feet. Check elevations across the diame­ter of the PGI and adjust to 1/4 inch in 10 feet.
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Anchoring
Deadman
A
Concrete
Tu hook ends
High water tables or partially ooded excavation sites exert signicant buoyant forces on PGI. Buoyant forces are partially resist­ed by the weight of the PGI, the backll and any pavement atop the PGI. Additional buoyant restraint, when required, is obtained by us­ing properly designed hold-down straps in conjunction with concrete hold-down pads or deadman anchors. The use of steel cable and/or round bar as buoyant restraints is prohibited.
Steel hold-down straps must always be kept from contacting the PGI shell by an oversized separating pad made of inert insulating dielectric material.
Several hold-down methods are available for anchoring the PGI in the excavation. Consult AHJ and choose the method that complete­ly satises all requirements for the installation location. Highland Tank’s Deadman Anchoring System employs concrete deadman anchors and polyester hold-down straps.
When using deadman anchors, the bottom of the excavation (native earth) shall be covered with a minimum of 12 inches of bed­ding material suitably graded and leveled. Bedding and backll shall surround the PGI to a width and depth of 12 inches minimum all around the PGI. Position deadmen as shown in Fig. 5, lling the space between them with approved backll material. When anchoring by means of a concrete pad is required, the PGI
Fig. 5
Deadman Anchors
rnbuckles with
nchors
Polyester Hold-down Strap
Galvanized Wire Rope
Cable Clamps
Anchoring Points
Top of deadman anchors to be level with
bottom of PGI. Fill area between deadmen
with 12" or 18" approved bedding material.
Distance between inside edges of
deadmen equivalent to PGI diameter
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Anchoring
Standard Hold-down Straps
6" minimum approved bedding material (Contact Highland T more than 12”)
(continued):
must not be placed directly on the pad. See Fig. 6.
A layer of bedding material, 6 inches deep must be spread even­ly over the dimensions of pad to separate the PGI from the pad. Bedding deeper than 12 inches may interfere with the t of the hold-down straps. The PGI must not be placed on any other hard or sharp material, which might cause deformation of the PGI or damage to the coating.
Fig. 6
Hold-down strap
with Concrete Hold-down Pad
ank if using
with neoprene liner
Strap
Turnbuckle
Hole in angle for anchor bolt
Reinforced concrete anchor pad
Anchor Bolt
In tidal areas, backll or bedding materials composed of small parti­cles, such as sand, can migrate into native soils where larger aggre­gate, such as pea gravel or crushed stone, exists. Resultant voids can create an uneven support for the PGI. The use of lter fabric is recommended.
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Backlling
Special placement and compaction
Remove all large and sharp rocks/debris that may
Special placement and compaction
Remove all large and sharp rocks/debris that may have
Approved backll similar to bedding material must be placed around the entire PGI to create a uniform homogeneous environment. Be certain that foreign matter is not introduced into the excavation or backll. Special care shall be taken when backlling to ensure that the PGI is fully and evenly supported around the bottom quadrant and that no damage to the coating occurs. See Fig. 7 and 8.
Fig. 7
have fallen into the excavation before backfilling.
Fig. 8
fallen into the excavation before backfilling.
of backfill may be required
of backfill may be required
Ballasting
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The backll should be placed carefully around the PGI to the top of
HTM-0001
®
Highland Tank
the PGI.
In areas where there is the presence of ground water or a high water table, ballasting may be necessary for additional downward force on the PGI. If required, ll PGI with clean water. After ballasting is com­plete, check elevations for proper tolerances.
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Manway Extensions
Steel Manway Extension
Field-Adjustable Manway Extension
Fig. 9 Field-Adjustable Manway Extension
Two 12" sections with piping
access and two 6" sections
for custom fit on-site
PGI installations may include manway extensions to provide access to the PGI from grade level. Highland Tank supplies two types of extensions; a eld-adjustable, high-density polyethylene ris­er or an exact-size, coated-steel one-piece manway riser. Both risers bolt onto the PGI manway collars and employ gaskets to provide a seal between components. Install risers based on the type supplied with your PGI using diagrams below for guidance. See Fig. 9 and 10.
Manway extension lid with quick-release latches
Safety screen
Nut, bolt and washers
Manway collar on PGI
Fig. 10 Coated-Steel Manway Extension
quick-release latches
Manway extension
Manway adapter with bolt-on retainer ring
Neoprene Gasket
PGI
Nut, bolt & washers
Manway adapter with bolt-on retainer ring
Gaskets
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Manway collar on PGI
PGI
Piping & Venting
PGI is supplied with plain end connections for simple and easy transition to inlet/outlet pipe system. Plain end connections must be free of dirt and oils that may affect the proper and positive seal of couplings to piping system.
Piping
Inlet piping installation should be straight and true with as few turns as possible to limit turbulence. (When dielectric isolation is required, consult Steel Tank Institute ACT-100-U® Installation Instructions, R971 and Petroleum Equipment Institute PEI/RP100 for further in­structions.)
Attach inlet/outlet piping (contractor supplied) to inlet/outlet pipes on the PGI. Inlet and outlet inverts were established during manufacturing. Do not modify without rst consulting Highland Tank.
The PGI inlet and outlet piping must be sloped from 1/8 inch to 1/4 inch per foot to maintain gravity ow. A greater slope, or a free fall of wastewater in the PGI, will cause turbulence, adversely affecting PGI performance. Piping must also be designed to limit ow into the PGI to the ow rate specied. Use of a ow control device may be necessary.
PGI outlet piping must be designed to ow at a rate equal to or greater than the inlet piping to avoid any potential backup.
Attach manway extensions, riser and sensor pipes and any other contractor supplied piping to the PGI. Take special care to prevent damage to any gaskets or pipe threads.
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Piping & Venting (continued):
Venting
PGI is designed for operation at atmospheric pressure ONLY. Most codes require the outlet to be vented to atmosphere. Conrm requirements with AHJ.
Vent piping requirements vary by code. Check with AHJ. Terminate all vent piping per local code and AHJ.
Consult AHJ for inlet and manway venting requirements. If required, inlet and outlet must be vented to atmosphere separately. Manways may be manifolded together. See Fig. 11.
If PGI is equipped with a Highland Tank FOGSWatch probe, care must be taken to provide proper access for periodic maintenance. The FOGSWatch is installed either through an NPT tting or a man-
Fig. 11
Inlet
Field Adjustable
Manways Risers
Passive Grease Interceptor
Outlet Vent Piping
by Installer
Outlet
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FOGSWatch Probe Installation
Fig. 12
way in the PGI. See Fig. 12 (NPT installation) or 13 (steel manway riser installation) if applicable. For PGIs with FOGSWatch sensor, pump-out pipes or other piping, install riser pipes using compatible non-hardening sealant, taking care not to cross thread or damage the nonmetallic bushings.
Field Adjustable
Poly Manway
Riser
Fig. 13
FOGSWatch remote control unit & enclosure
Grade-level manway
if required
6" PVC plug fitted
with 3/4" PVC pipe stub
6" PVC
female adapter
}
3/4" PVC pipe
Clean and seal all connections per local code during installation. *Installer provided equipment.
6" PVC
male adapter
supplied at
proper length
3/4" Cord grip connector or conduit to control panel*
3/4" PVC coupling (glue - NPT)
3/4" PVC coupling (glue - glue)
6" SCH 40 PVC as needed to grade*
6" NPT fitting in PGI
FOGSWatch Transducer with 100' of cable. Thread cable through PVC pipe and connect to control unit.
FOGSWatch remote control unit & enclosure
Installer provided conduit and wiring from manway to control unit
}
Clean and seal all connections per local code during installation.
Mounting bracket welded to manway riser
PVC pipe guide installed at factory
Steel manway riser
Installed provided 3/4" PVC pipe cut to length on site
FOGSWatch Transducer with 100' of cable. Ships loose. Thread cable through PVC pipe and connect to control unit.
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Sealing of Lifting Lugs and Pipe Connections
Torque of 400 to 1,000 foot-pounds may be required to fully insert pipe. Contact Highland Tank for specic wiring instructions.
During the installation process, steel can become exposed at the lifting lug due to the handling of the PGI. These areas, along with all other exposed steel surfaces, must be covered using the coating kit supplied by the manufacturer.
Apply supplied coating touch-up to all exposed steel surfaces of the PGI and allow to cure completely. Cure time will vary depending on temperature and conditions.
After an air test has established tightness, apply coating to the PGI ttings and allow to cure prior to backll. Coating must include the entire plug on unused ttings.
After all coating touch-up applications, the installer must verify that all of the coating has cured (adequate material hardness and solidi­cation) prior to nal backll that will completely cover the PGI.
Deposit homogeneous backll carefully around PGI to a depth of at least one foot over PGI to avoid damage to coating especially where tamping is required. Refer to the National Fire Protection Associ­ation’s Regulation NFPA 30 and state or local codes for minimum depth of cover required.
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Depth of Cover in Areas Subject to Traffic
Depth of Cover in Areas Not Subject to Traffic
8 Reinfor
C
e
6
p
h
ced
ncrete
4
Co
Final Backlling
Finally, carefully deposit backll over the PGI up to the elevation needed to complete grade level nishing. See Fig. 14 for minimum burial depth. Consult approval drawing for maximum burial depth.
Use grade level covers and street boxes to access the manways, sensors, or pump-out pipes. The grade level covers above the access manways must be of a greater diameter (i.e. 36 inch grade level cover over a 24 inch access man­way).
The PGI must be full of water to operate.
Separated FOG and vapors may be ammable and/or combustible.
Fig. 14
36"
30"
sphalt
Unpaved
6" Asphalt
Top of PGI
18"
8" Reinforced Concrete
oncret
4" Reinforced
Reinfor
Concrete
12"
6" Asphalt
As
12"
24"
Unpaved
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PGI Start-Up
IMPORTANT:
CAUTION:
Filling the PGI
Service personnel must comply with all established OSHA regulations governing the facility and services. These include, but are not limited to, the use of approved breathing equipment, protective clothing, safety equipment, etc.
When applicable, the nal state of all wiring must comply with all electrical and re code standards.
This system must be properly vented by installer in accordance with applicable plumbing and safety codes for vent­ing of combustible gases.
When applicable, all electrical equipment, connections and wiring must be protected from submergence and inltration of water.
Open the PGI inlet and outlet pipe valves.
If the PGI has not yet been lled with water, as may have been re­quired for balasting, (see page 13) ll with clean, fresh water at this time. The PGI must be full of water before any wastewater can be treated. The PGI can be lled through the facility’s drain leading to the PGI inlet or through a manway.
If lling by manway, remove the manway lid and place the hose through manway so that hose outlet rests inside the PGI.
The PGI is full when water drains out of the Outlet. Check the water level using a gauge stick. The level on the gauge stick must equal the invert of the Outlet Pipe as measured from the PGI bottom.
To ensure that no blockage exists, allow water to ow through the facility drain which leads to the PGI Inlet. Check the Outlet Pipe to make sure that water is owing through the PGI. Check the Inlet Pipe and facility’s drain for water backup.
The efciency of the PGI can be maintained by following the proper cleaning schedule and adhering to basic Best Management Practices (BMP). See Appendix A.
Highland Tank manufactures a wide variety of models and designs­for underground, underground vaulted and aboveground installation. PGIs may be customized with options and accessories to meet spe­cic site needs. Contact Highland Tank should you have any ques­tions about a particular design or option.
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Operation
IMPORTANT:
The Highland Tank PGI will not remove FOG with a specic gravity greater than .95, chemical or physical emulsions, dissolved fats, cleaning solvents and surfactants.
Any and all FOG recovered and removed from the PGI should be recycled or disposed of in accordance with federal, state and local regulations.
Designed to accept gravity ow, the PGI’s volume and retention time permit these contaminants to separate from the water due to their differences in specic gravity. The PGI contains one to three cham­bers (basins) where FOG separates and oats to the surface, while solids settle to the bottom.
FOG accumulates in the PGI until being removed. The clearer water beneath the separated wastes ows downward to the downcomer pipe where it is discharged from the nal PGI chamber.
PGI sizing and construction conforms to recognized plumbing codes and the efuent discharge meets or exceeds many municipal indus­trial sewer pretreatment regulations.
During operation, the wastewater ows into the PGI through the inlet pipe and is directed over the Inuent Flow Diffusion Bafe, a rein­forced steel plate inclined at a 45 degree angle.
The Inuent Flow Diffusion Bafe
- dissipates the velocity and turbulence of the incoming water,
- redirects the ow downward and toward the PGI head to start serpentine ow process,
- reduces and distributes the ow evenly over the PGI’s cross-sectional area, and
- isolates the inlet turbulence from the rest of the PGI.
In the rst chamber, heavier solids settle out and are collected be­hind the Sludge Bafe. Concentrated FOG rises immediately to the surface. Free oating oils and grease in the wastewater gradually separate from the water due to their differences in specic gravity and will rise to the top of each chamber.
Flow from one chamber to the next is by gravity displacement over and under the bafes. When wastewater enters the PGI, the clean­er water from the bottom of each chamber is moved into the next chamber while trapping the oating and sinking contaminants.
In each subsequent chamber, additional FOG and solids are removed due to the specic gravity differences. During periods of
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Operation continued
operation and wastewater ow, FOG continues to accumulate in the PGI chambers.
Treated water is only discharged from the bottom of the nal PGI chamber via the outlet pipe during periods when wastewater ows into the PGI. Wastewater ows from the PGI to a sanitary sewer or is pumped to be recycled for reuse.
See Fig. 15 - Operation Simulation for a better understanding of the PGI operation.
Maintenance is critical to the PGI’s performance. Routine maintenance includes but is not limited to:
• Checking for and removing obstructions from inlet, outlet and vent pipes
• Removal of FOG and/or solids from all chambers of the PGI
• Complete pump-out and cleaning of the PGI
Never enter a PGI or enclosed space, under any condition, with­out proper training and OSHA approved equipment. (Consult OSHA, Regulations for Permit-Required Conned Spaces, 29 C.F.R. § 1910.146.)
All enclosed spaces must be properly vented prior to entry to avoid ignition of ammable materials or vapors.
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Fig. 15 Operation Simulation - Triple Basin PGI shown for illustration purposes only. Refer to design drawing for a more accurate representation of specic model.
Field-adjustable Riser with Safety Screens include Sealed Vapor Covers for Odor Prevention
Indirect Efuent Flow Transfer Bafe
HighGuard Protection System
Inlet Pipe
FOGSWatch Sensor
Sludge Bafe
Grease Dam
Switchback
Bafing System
Hold-down Straps
Outlet Pipe
Internal Lining
Concrete Deadman Anchors or Hold-Down Pad
Inspection
Flow Diffusion and
Energy Dissipater Bafe
Solids Collection
The purpose of this section is to ensure that inspection of the PGI is completed on a regular schedule and documented as required by local, state and federal laws, regulation and codes. All food service facilities must regularly inspect and maintain the PGI.
Highland recommends that an inspection and maintenance log be created and maintained. See Appendix B. Documenting FOG and solids levels over a period of time will help a facility determine ser­vice intervals for the PGI.
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Maintenance
CAUTION:
Atmosphere must be properly tested for combustible vapors and oxygen prior to entry.
Entering the PGI without using a self-contained breathing apparatus may result in inhalation of hazardous fumes, causing headache, dizziness, nausea, loss of consciousness and death. Required entry equipment includes, but is not limited to:
• Lifelines
• Safety harnesses (safety belts are unacceptable)
• Self-contained breathing apparatus
• Respirators (canister type)
• Rescue harness and ropes
• Horns, whistles, radios, etc. (for communication purposes)
• Explosion-proof lighting
Be sure to inspect and replace manway gaskets as necessary when the PGI is shut down for maintenance.
Inlet and efuent pipe valves should be closed prior to PGI entry.
IMPORTANT:
All liquid must be removed from the PGI prior to entry. Any and all FOG recovered and removed from the PGI should be recycled or disposed of in accordance with federal, state and local laws, regula­tions and codes.
PGI are designed for long-term operation. The following mainte­nance should be performed as needed and on a regular mainte­nance schedule. This procedure outlines the method to inspect a PGI and document the results.
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Maintenance (continued):
For optimum performance, inspections should be performed regularly. Failure to do so may cause system back-up. Perform maintenance as required.
Inspect PGI after an unusually heavy ow event to check for signs of malfunction due to an excessive ow rate.
Food Service Facility must follow local, state and federal codes for proper interval of grease collection and removal.
Applicable law may require the FSE to manifest the FOG removed from the facility. This helps in tracking and recording the grease vol­ume pumped from the facility and to ensure the grease is hauled to a proper location for disposal.
Stop wastewater ow to the PGI by closing the inlet valve or other site-specic means. Remove grade-level and PGI manway covers to access the PGI.
• Check inlet manway and bafe to ensure clear passage.
• Check outlet bafe for clear passage.
Determine FOG & Solids Layer Thickness
Tools and equipment needed:
• Safety equipment if necessary to redirect trafc
• Facility-specic equipment to lift and remove grade-level manway covers
• Measuring device
• Cleaning materials
Check the thickness of FOG and solids layers as required. If either layer individually or combined are more than 25% of the PGI’s total volume, the PGI needs to be cleaned out.
To check thickness of FOG, use an appropriate sludge measuring device. Slowly lower measuring device until it comes in contact with the bottom of the PGI. Remove the measuring device to reveal the thicknesses of the both top/FOG (A) and bottom/solids (B) layers. See Fig 17.
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Maintenance continued
The PGI needs to be pumped out if A + B > 25% of C
Fig. 16
Individual chamber of PGI
PGI Pump-out Procedure
FOG/Water
Interface
FOG
Water
Solids
A
C
B
Close inlet and outlet valves, Remove manway covers and any internal monitoring equipment (e.g. FOGSWatch). Be careful when removing manway covers to prevent damage to gaskets. Contact Highland Tank should you need replacement gaskets or other parts.
Using suction, completely remove all contents of PGI.
Using hot water and detergent, loosen and remove any caked or hardened FOG. It may be necessary to use a non-metallic scraping device to assist in the removal process. Using suction, completely remove all contents of PGI.
IMPORTANT:
Restart the PGI
26 • www.highlandtank.com
Dispose of FOG and wastewater as required by applicable law and AHJ requirements.
Reattach manway covers and any monitoring equipment. Ensure gaskets are damage free. Use appropriate pipe sealant where required. Refer to PGI Start-up Instructions on page 20 for relling the PGI and putting it back into service.
OPTIONAL FOGSWATCH
CONTROL PANEL
PROVIDED
VENT PIPING
*CONTRACTOR
GRADE-LEVEL
MANWAYS WITH COVER
GREASE DAMS
OUTLET
WATER
BEDDING & BACKFILL
CONTRACTOR PROVIDED
BAFFLE
FLOW TRANSFER
INDIRECT EFFLUENT
FIELD-ADJUSTABLE MANWAY
WITH SAFETY CAGE & COVER
PAD OR DEADMAN ANCHORS
CONTRACTOR PROVIDED HOLD-DOWN
OPTIONAL
FOGSWATCH SENSOR
SLUDGE
BAFFLES
CONTRACTOR PROVIDED
For illustration purposes only
HT-TB - Triple Basin, Single-wall Passive Grease Interceptor Reference Drawing
INFLUENT FLOW
GRADE-LEVEL CONCRETE PAD
DIFFUSION BAFFLE
INLET
PLATES
STRIKER
*VENTING OF THE INLET AND MANWAY RISERS IS OPTIONAL DEPENDING ON LOCAL CODE.
CONSULT WITH AHJ FOR SPECIFIC SITE REQUIREMENTS.
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Other PGI Congurations
Single-basin interceptors have a
single collection chamber and a sludge bafe to remove FOG and solids. This simple design is sometimes referred to as a “knock-out” interceptor.
Double-basin interceptors have two collection chambers and a sludge bafe.
Triple-basin interceptors have three collection chambers and a sludge bafe. FOG and solids are trapped in the rst compartment and any remaining grease is trapped in the second compartment. The third chamber can be modied and equipped with an efuent pump system when gravity ow to the sewer is not an option.
Several special design models are available to satisfy specic code requirements such as - Washington Suburban Sanitary Commission (WSSC), IAPMO/ANSI Z1001 - 2007 and the Florida Grease Trap Code. Contact Highland Tank for information about products to satisfy particular code requirements.
28 • www.highlandtank.com
Options & Accessories
Some PGIs come equipped with special heating devices, insulation, remote pump-out devices, sampling ports, integral lift stations, ladders, platforms, walkways, stairs, monitors and control panels. These items are project­specic. Please contact Highland Tank for assistance.
Best Management Practices
FOG control BMPs are practices that will reduce the amount of FOG, that enters the sewer system or on-site septic system from your food service facility.
The examples on the next page of this Manual set forth certain BMPs that will reduce the amount of grease entering the waste collection system from your FSE. It also gives examples of harmful practices to avoid because such practices increase the amount of grease entering the waste collection system.
High oil and grease concentrations can be lowered by minimizing the amount of food being discharged down all drains (including those attached to two or three compartment sinks and automatic dishwashers). The least expen­sive alternative that can be used in reducing grease in the sewer system is improved kitchen management practices.
The following two pages should be copied and posted near food preparation and other areas as a reminder to employees about BMPs for FOG.
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Appendix - A
Best Management Practices
• Do not pour, scrape, or otherwise dispose of fats, oils
and grease into sinks or drains.
• Scrape pots and pans prior to washing them.
• Collect fryer oil and store in barrels for recycling.
• Dump mop water only into drains connected to your grease abatement system.
• Use absorbents to soak up spills containing fats, oils and grease.
• Do not put food (including liquid food) including milk shake syrups, batters, and gravy down the drain.
• Use strainers on sinks and oor drains to prevent solid material from entering the sewer.
• Post “NO GREASE” signs near sinks and drains.
• Empty the collection pan on automatic grease recovery devices before it becomes full.
• Use the proper equipment for cleaning your grease trap or grease recovery device.
• Direct wastewater generated from duct/range lter cleaning through the grease abatement system.
• Inspect grease abatement devices/interceptors after pumping to ensure adequate cleaning
• All kitchen staff must follow these best-management practices for grease disposal to avoid grease accumulation in the sewer.
• All kitchen, management and maintenance staff must receive refresher training for proper disposal of fats, oils, and grease.
30 • www.highlandtank.com
DON’T KNOW?
STOP!
ASK A MANAGER
Appendix - B
Installation for Aboveground PGI ­Cylindrical & Rectangular
Placement of the PGI
Piping & Venting
Aboveground PGI installations vary by site. The general guidelines provided here are to aid in the correct installation of a Highland Tank PGI. Always consult with the AHJ for site and municipal-specic code requirements.
Prior to beginning, please review the Important Points to Consider on pages 4 and 5.
The PGI must be installed in a level and plumb position. Highland Tank recommends placing the PGI on a concrete pad of suitable thickness and size to completely support the PGI and provide enough clearances to perform required maintenance. Consult the AHJ and engineer of record for site-specic requirements.
Follow guidelines as described on pages 15 and 16. Consult AHJ for inlet and manway venting requirements.
The optional FOGSWatch probe is installed in the PGI similar to that of an underground unit, either through one of the manways or an NPT tting located on the top center of the PGI. Refer to page 17 for installation guidelines.
Sealing of Lifting Lugs & Pipe Connections
Start-up Instructions
During the installation process, steel can become exposed at the lifting lug due to the handling of the PGI. These areas, along with all other exposed steel surfaces, must be covered using the coating kit supplied by the manufacturer.
Apply supplied coating touch-up to all exposed steel surfaces of the PGI and allow to cure completely. Coating must in­clude the entire plug on unused ttings.
After all coating touch-up applications, the installer must verify that all of the coating has cured (adequate material hardness and solidi­cation) prior to nal backll that will completely cover the PGI.
Cure time will vary depending on temperature and conditions.
Continue with Start-Up Instructions on page 23.
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OPTIONAL FOGSWATCH
CONTROL PANEL
OUTLET
OPTIONAL SAMPLE
PORT (ADAPTABLE
TO ANY PIPING
SYSTEM)
WATER
BAFFLE
PROVIDED
VENT PIPING
*CONTRACTOR
OPTIONAL
FOGSWATCH SENSOR
WALKWAY
WITH RAILING
FLOW TRANSFER
INDIRECT EFFLUENT
BAFFLE
SLUDGE
DAM
GREASE
SADDLES
SUPPORT
PLATES
STRIKER
ACCESS
LADDER
WITH LATCH & LOCK
QUICK-OPEN HATCH
FIBERGLASS
SAFETY GRATING
For illustration purposes only
HT-DB - Double Basin, Single-wall Passive Grease Interceptor Reference Drawing
32 • www.highlandtank.com
INLET
INFLUENT
FLOW
DIFFUSION
BAFFLE
CONTRACTOR PROVIDED
GRADE-LEVEL CONCRETE PAD
*VENTING OF THE INLET AND MANWAY RISERS MAY BE REQUIRED BY LOCAL CODE.
CONSULT WITH AHJ FOR SPECIFIC SITE REQUIREMENTS.
Facility Name:
Address: City: State: ZIP:
Highland Tank - Passive Grease Interceptor Inspection and Maintenance Log - Serial #
Use a separate log sheet for each unit
Contact Name: (Please print) Phone: ( ) -
PGI Unit Details
Model No.: PGI - Flow rate: (GPM) Operating grease volume: (GAL) ( L B S )
Location of grease interceptor:
(e.g.: Building 1 basement, 1st St. parking garage, etc.)
Service/Maintenance Provider
Company Name: License No.:
Address: City: State: ZIP:
Contact Name: (Please print) Phone: ( ) -
The Highland Tank PGI grease interceptor should be inspected on a regular schedule as determined by facility needs. Renderings from the grease
interceptor must be recycled or disposed of properly by a licensed waste hauler. Documentation of cleaning and disposal shall remain up-to-date
and available at all times.
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PGI Maintenance Log WEEK - MONTH - YEAR
34 • www.highlandtank.com
Date / / Work performed by:
Action taken:
Volume removed: (gal./lb. Disposal method:
Observations/comments:
Date / / Work performed by:
Action taken:
Volume removed: (gal./lb. Disposal method:
Observations/comments:
Date / / Work performed by:
Action taken:
Volume removed: (gal./lb. Disposal method:
Observations/comments:
Date / / Work performed by:
Action taken:
Volume removed: (gal./lb. Disposal method:
Observations/comments:
Grease Hauler Manifest
Food Service Establishment
Must be completed by qualied FSE Representative
Business Name: Telephone: ( ) -
Address: City: State: Zip:
Waste removed from: Grease Trap: Yes / No, Grit Trap: Yes / No, Septic Tank Yes / No
Other (Specify):
Waste tank or trap capacity: _____________________ gallons
I certify that the waste material removed from the above premises contains no hazardous materials.
FSE Representative Signature:
Print name:
Date and time serviced:
Transporter Information
Must be completed by transporter
Business Name: Telephone: ( ) -
Address: City: State: Zip:
Waste removed from: Grease Trap: Yes / No, Grit Trap: Yes / No, Septic Tank Yes / No
Other (Specify):
Vehicle tag number: Vehicle capacity: gallons Gallons removed:
I certify that the information provided above is correct. I am aware that falsication of this trip ticket may result in
enforcement action by the appropriate jurisdiction.
Driver’s Signature:
Print name:
Driver’s license No.: Date and time waste accepted:
Disposal Information
Must be completed by disposer
Business Name: Telephone: ( ) -
Address: City: State: Zip:
Waste disposal site:
Waste disposal method (describe):
Facility permit No.: Date and time waste accepted:
I certify that the disposal facility used is authorized to accept the above specied waste and that I have disposed of the waste in accordance with the requirements outlined in that authorization and in accordance with all applicable federal, state and local laws and regulations.
Site Operator’s Signature:
Print name:
www.highlandtank.com • 35
36 www.highlandtank.com
NO
NO
GREASE
GREASE
grease i
nterceptors
HT-2816
Stoystown, PA
One Highland Road Stoystown, PA 15563-0338 T: 814-893-5701
Manheim, PA
4535 Elizabethtown Road Manheim, PA 17545-9410 T: 717-664-0600
Watervliet, NY
958 19th Street Watervliet, NY 12189-1752 T: 518-273-0801
Greensboro, NC
2700 Patterson Street Greensboro, NC 27407-2317 T: 336-218-0801
Lebanon, PA
2225 Chestnut Street Lebanon, PA 17042-2504 T: 717-664-0602
Friedens, PA
1510 Stoystown Road Friedens, PA 15541-7402 T: 814-443-6800
Clarkston, MI
4701 White Lake Road Clarkston, MI 48346-2554 T: 248-625-8700
Mancelona, MI
9517 Lake Street Mancelona, MI 49659-7968 T: 251-587-8412
www.highlandtank.com gru@highlandtank.com
814.893.5701 | highlandtank.com
© Highland Tank HT-2816 – 05/2019
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