Case Histories
Case History # 1: Vibratory, Metal
Finishing Job shop
BACKGROUND: A very busy job shop has in business for over (18) years. Because
business has been good, this company purchased a new and larger building
next door – and they began to prepare the facility for moving the entire
operation.
PROBLEM: Several permits were required,
including a wastewater discharge permit. This new requirement was a jolt
of reality. Approximately 10,000 gallons of vibratory fluids per day would
have to meet discharge limits. An independent laboratory was commissioned
to determine the characteristics of the present streams:
The Following Are Highlights:
Characteristic |
Existing
Stream |
Discharge
Limits |
| pH |
10.3 |
6.0-9.0 |
| TSS
(total suspended solids) |
23,150
ppm |
300
ppm |
| TOC
(oil & grease) |
12,000
ppm |
50
ppm |
| Pb
(Lead) |
22
ppm |
0.01
ppm |
| Zn
(Zinc) |
180
ppm |
4
ppm |
| Phenol |
15
ppm |
1
ppm |
The management at this company
realized their several dozen different clientele were capable of requiring
deburring and finishing parts with a variety of incoming contaminants
– namely stamping oils, straight oils, soluble oils, rust inhibitors,
parts washing residue, etc. In short, a wide variety of chemistries and,
the potential to dissolve metals in their process were "typical".
Several waste hauling firms were contacted for haul-away quotes. Only
licensed and reputable firms were invited to quote their services. Prices
ranged from 18 cents per gallon + $75.00 an hour (min. 4 hours) trucking
charge to $1.10 per gallon and no extra trucking charge. Management agreed
that the most attractive bid was a flat fee of 30 cents per gallon. Even
so, the prospect of 30 cents per gallon for 10,000 gallons per day equated
to $3,000 per day! This new expense would be devastating to this company.
SOLUTION: Wastewater Engineers, Inc. proposed an affordable system to handle the
stream.
PHASE I: Create a closed-loop system to replace the pass-through method, which
had been used previously. Because the vibratory process generates degraded
media (various stone, plastic, ceramic, steel, etc.) the solids content
was most challenging.
Various filtration
techniques for sub-micron to larger sized solids particulate would be
too costly and/or too slow. Wastewater Engineers, Inc. engineered a floor
sump with a float-activated pump and a specially engineered baffled settling
tank. Here, an oil skimmer was installed and a magnetic canister-type
bag filter was employed. Thus, 95% of particulate volume and 75% of metal
particulate could be settled and filtered respectively. A (75) GPM, float-activated
pump was used on the settling unit to transfer treated fluid to a clean
holding tank.
The entire system now
has a total of 2,000 gallons. The above described mechanical methods are
approximately 95% effective in maintaining vibe fluid cleanliness, and
allowed for recycling.
Depending on the "dirt
load" of incoming parts and metal burrs, the need to divert (200)
gallons for chemical treatment ranges from (1) to (2) batches per day.
To accomplish a treatment, Wastewater Engineers, Inc. provided a diverter
valve, which allows filling of a RT-200-HO Reactor. The plant custodian
is the operator. Wastewater Engineers, Inc. provided a pre-measured scoop
and operator simply starts the turbine mixer, adds the scoop of powdered
reactant and allows (5) minutes of mixing time. The mixer is then shut
off and operator simply opens the drain valves. Operator attendance is
approximately (10) minutes per (200) gallon batch. Processed fluid is
automatically pumped from the RT Reactor to be recycled in the closed
loop system.
This facility has reduced
their tumbling/vibratory fluids ($385.00 per drum) from (4) drums per
week to (30) gallons and has avoided the haul-away costs entirely. Samples
of the sludge and treated fluids were sent to an independent lab for analysis.
The sludge passed TCLP, and the fluid passed local sewer discharge standards.
"I was concerned
about filling out waste manifests for a waste hauler and the possibility
of future liability for a landfill clean-up. With this system, we are not required to haul away and we
have no related paper work", says Terry Desch, Plant Manager.
"The cost to
treat the system fluids is less than ½ the haul-away fees of our winning
bidders charges and we are saving a substantial amount
of money from our cleaning fluids purchases," says Plant Purchasing
Agent.

Case History
# 2: Fastener Manufacturer
BACKGROUND: A large (1.2 million sq. ft.) fastener manufacturer and steel coil treatment
facility had a costly problem. This facility has a 150,000 gallon per
day Zinc/Phosphate wastewater treatment system. Despite this capability,
oils contamination from cold heading operations within the facility impose
a solids and oil burden which the waste treatment system cannot process.
The oil spills and leakage
from operating equipment is present on floors adjacent to production machines.
Riding floor scrubbers are in constant operation, (8) hours per shift,
(3) shifts per day, (6) days per week. In addition, each of (200) cold
heading machine operators maintain safe & clean conditions in work
areas using mop & bucket w/cleaner. Total dirty floor cleaner waste
is over (1,200) gallons per day.
PROBLEM: This
facility had been using a (7,000) gal. Capacity floor pit to accumulate
cleaner waste. A liquid waste hauling firm had been contracted to pickup
and dispose of this material, however; solid debris such as sand, dirt,
zinc-sterate, scrap metal particulate, etc., was left behind. Up to 25%
solids began to accumulate, thus; a special arrangement with the hauling
service added solids removal to the pick up service, resulting in a 40
cents per gallon charge. Wastewater Engineers, Inc. was contracted and
requested to propose cost savings. Investigation and engineering studies
indicated an opportunity to reduce costs and to provide the customer with
additional savings via recycling.
SOLUTION:
Wastewater Engineers, Inc. proposed an affordable system to handle
the stream.
PHASE I: Gross
Contaminants Removal. W.E., Inc. designed and built a special receiving
box. This unit features a perforated (removable) screen, which captures
larger debris such as papers, broken pallet wood chips, miscellaneous
fasteners, scrap metals and general debris. The system operator simply
dumps accumulations into trash barrels. A series of baffles in the receiving
box promotes dirt settling. A pump transfers fluids from the receiving
box, through a canister type bag filter and into a (2000) gallon capacity
holding tank. The holding tank provides storage and retention time for
oils to precipitate to the surface where a belt-type oil skimmer removes
gross oils.
PHASE II: Polish
Fluids Via Batch Treatment. The riding floor scrubber operator was assigned
the responsibility of operating the treatment system. Upon demand, operator
"starts" a transfer pump to fill an RT reactor unit. W.E., Inc.
provided float & level controls and a "mix tank filled"
indicator light on the RT control panel. This allows the operator freedom
to perform other duties while the RT unit is filling. The Operator pushes
"start" button on RT unit’s turbine mixer, adds WE reactant
and allows (5) minutes of mixing and reaction time. The WE reactant initiates
a process of precipitation and agglomeration of contaminants, and; produces
a large "floc" which results in a complete separation and encapsulation
of contaminants. The rapid settling of the "floc" allows the
operator to open drain/filter valves after only (1) minute automated,
operator is required to attend the reaction/treatment batch process for
less than (10) minutes per batch.
Fluids are automatically
pumped via float activated pump from the RT unit to a clean (recycling)
tank. Approximately 90% of the active soap ingredients remain intact after
the Wastewater Engineers Inc. process, thus; a reduction in floor cleaning
chemical can be realized.
RESULTS: Savings
in Treating Vs Haul Away This facility has saved over 60% Vs haul away
and reduced chemical floor cleaning expense by 90%.
COST SAVINGS
Hauling:
| Volume/year |
Hauling
cost @ $0.40/gallon |
Treatment
cost @$0.15/gallon |
| 360,000
gallon |
$144,000 |
$54,000 |
Cleaner (soap):
Before Installation
of Wastewater Engineers, Inc. system:
| Cost
of cleaner |
Gallons/week |
Cost/year |
| $3.79 |
350 |
$66,325.00 |
After installation
of Wastewater Engineers, Inc. system.
| Cost
of cleaner |
Gallons/week |
Cost/year |
| $3.79 |
50 |
$9,475.00 |
Savings
Summary:
Hauling
Cost |
$144,000 |
Treatment
cost |
$54,000 |
Savings |
$90,000 |
| Cleaner
cost before system |
$66,375 |
| Cleaner
cost after system |
$9,475 |
| Savings |
$56,900 |
Total
Savings:
$146,850
Additional Information:
A 200 gallon
capacity unit was initially sold making the complete "hardware"
cost of all items at $31,450. Payback (ROI) was (3) months. System was
installed in Jan. 5, 1991. Because of added daily volumes from parts washing
fluids and vibratory fluids (both streams have high oils & solids),
an RT 500 HO Unit was installed in March, 1995. The original (200) gallon
unit treated (6) batches/day, (6) days/wk for (3) years. Approx. $50.
For repair parts (float valve) was total maintenance cost over the (3)
years of service. The original RT 200 was moved to another plant and is
still in service. This business has purchased additional systems
for (4) additional plants, (5) turn-key systems in all. Floor cleaner
effluent was tested for sewer discharge standards – all characteristics
were within discharge limits. Most critical were zinc sterate, oils &
solids. Sludge passed original TCLP and each year for (3) additional years.
This business has sealed all floor drains and is a "zero discharge"
facility. All water-based processed fluids are now being recycled.
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