Wastewater purification
at Lake Tahoe

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saving a  beautiful  lake
  A new man-made lake, bright blue and of
sparkling clarity, has been  created in the
Diamond Valley area of Alpine County, Cali-
fornia, across Luther Pass in the High Sier-
ras from  one of America's  leading scenic
and recreational resources—Lake Tahoe.
  The new lake is unique in several respects.
Its contents are purified wastewater  pro-
duced  by a  new  wastewater purification
plant which has been described as the most
advanced water reclamation facility in opera-
tion anywhere  in the  world.  While  the im-
pounded reclaimed wastewater is being used
for  recreation  and irrigation, the   primary
reason for the creation of the new lake is
preservation of Lake Tahoe.
  World-famous for its  beauty and clarity,
Lake Tahoe has a surface area of 192 square
miles.  It  is unusually deep, ranging down
to more than 1600 feet,  and  it contains 122
million acre feet of water, enough to cover
the entire state of California to a depth of 14
inches. It is rated as one of  the three clear-
est lakes in the world, along with Crater Lake
in Oregon and  Lake Baikal in Russia.
  Along with great scenic beauty, favorable
location and climate have made Lake Tahoe
a year-around recreation center. In the South
Tahoe area, the number of annual vacation
visitors has increased nearly tenfold since
1950,  and in that same period year-around
residency has  increased from 2,500 to al-
most 40,000.

  This mushrooming growth pf  resort  and
recreational developments around the south
shore  created  a  serious  threat  to Lake
Tahoe. Drainage of sewage effluent into the
lake could greatly accelerate the process of
aging, called eutrophication, through which
lakes eventually die. Organic material from
the surrounding area seeps into the water
and enriches  it with nutrients which stim-
ulate  the  growth of algae.   As the algae
growth increases, the water becomes turbid,
and the lake eventually becomes a meadow.
Eutrophication  takes thousands of years by
nature, but is  greatly accelerated when nu-
trient-rich sewage effluents  are  allowed to
drain into the lake.
  To prevent this, the South Tahoe Public
Utility District  in 1961  started  on a long-
range program to develop a treatment proc-
ess more advanced  than conventional sec-
ondary treatment to handle  waste  disposal
problems in the region.  This resulted in the
opening in 1965 of a new 2.5 mgd tertiary
treatment  plant. Growth in  the region  had
outstripped the capacity of both the new
tertiary  plant and  the  existing  secondary
treatment facility.  More capacity had to be
added.

  The present plant will process 7.5 million
gallons  of  wastewater  daily,  sufficient to
serve a city  of 100,000 population.  From
primary treatment through sludge incinera-
tor, the plant cost about $6 million to design
and  construct, part of  which  was met by
federal grant funds, including  a $1 million
research and development grant from the
Federal Water Pollution  Control Administra-
tion.

  The  new  plant  produces water that is
crystal clear, colorless  and odorless,  and
practically  free  of trouble-causing  phos-
phates and nitrogen.  The reclaimed waste-
water is so free from pollutants that it would
be welcome almost anywhere except in the
Tahoe  basin. The  laws of both California
and Nevada require the  export of all waste-
water from the  Tahoe  basin by 1970.  To
meet this, the purified water is lifted 1,235
feet to an elevation of 7,735 feet at the Luther
Pass summit,  and transported through a 27-
mile pipeline  to the reservoir created  by a
rockfill dam  on  a  dry  tributary of Indian
Creek.

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MULTIPLE
HEARTH
INCINERATION
FURNACE






RECALCINING
FURNACE
the  Tahoe water

reclamation  process


  The Tahoe process of purification and nutrient re-
moval begins where conventional waste treatment
systems end.  Effluent from  the secondary clarifier
receives chemical clarification by the addition of lime
as a coagulant.  This removes the suspended matter
and  most of the phosphates.  The high  pH (11.5-12)
effluent from the chemical clarifier  is pumped to a
lath-packed   stripping   tower  which  removes the
ammonia-nitrogen. As it leaves the tower, the water
is recarbonated  to reduce the pH, using carbon di-
oxide recovered  from furnace stack gases.  Filtration
on mixed media separation beds filters out remaining
turbidity,  phosphates and calcium carbonate.  Final
polishing is  provided by granular activated carbon,
which removes color, odor and almost all of the re-
maining organic  material.

  Costs are  reduced by facilities for reclaiming ma-
terials for reuse.  Spent  carbon is regenerated in a
six-hearth furnace,  developing  temperatures  up to
1,700 degrees.  Lime sludge  is thickened in a cen-
trifuge and recalcined in a similar furnace and carbon
dioxide from the stacks is used for recarbonation.

  Disposal of the biological sludge from the primary
and  secondary treatment units is accomplished by
burning it in a multiple-stage smokeless  incinerator.
                                                                                                  How  advanced  purification  system starts where  conventional  waste
                                                                                                  treatment ends  is  shown in this aerial photograph of South Tahoe
                                                                                                  plant.  (1)  Headworks and primary sedimentation basin.  (2) Primary
                                                                                                  sedimentation basin. (3) Activated sludge aeration tanks.  (4)  & (5)
                                                                                                  Secondary clarifier. (6) Chemical flocculation basin (start of advanced
                                                                                                  treatment process). (7) Return sludge pump  station.  (8) Chemical
                                                                                                  clarifier. (9) Nitrogen removal tower. (10) Separation beds and carbon
                                                                                                  columns. (11)  Backwash decant tank.  (12)  Solids disposal  building,
                                                                                                  housing sludge  incinerator, lime recalcining furnace, dewatering facil-
                                                                                                  ities.  (13) Plant  effluent pump station. (14) Effluent storage ponds. (15)
                                                                                                  Administration building.  (16) Sludge digesters (standby  use only).

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nitrogen removal
  Removal of nitrogen is accomplished in a 50-foot-
high forced  ventilation stripping  tower, the first of
its kind used in a municipal wastewater plant.  Be-
cause of the high pH  of the lime-treated water dis-
charging from the chemical  clarifier, the ammonia is
present as dissolved gas, rather than ammonium ion
in solution. The tower is packed with treated hem-
lock slats spaced at 11/z inches vertically and 2 inches
horizontally.  As  the water  strikes  a  slat, droplets
are  formed, and the ammonia gas escapes from the
droplet.  High air  circulation removes the ammonia
gas as it escapes. Air enters through side louvers,
travels horizontally through the packing to the center,
where it  is discharged upward through a fan which
has a capacity of 700,000 cubic feet per minute.

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 mixed media filtration
  Effluent  from the nitrogen stripping tower is  re-
carbonated in two stages, using compressed carbon
dioxide from  furnace stack gases, to reduce the  pH
to the desired level in preparation for the next stage
of treatment—filtration.  Alum is added to the filter
influent water. There are three pairs of pressure fil-
ter  beds, with each  pair operating  in  series  as a
unit. The  mixed media  filters, designed  especially
for  filtering  waste water,  consist of coarse  coal,
medium sized sand and  fine garnet, arranged from
coarse to  fine in direction of flow.  The  filters are
equipped with rotary surface washers. Backwashing
is triggered automatically by head loss or turbidity.
polishing on activated

carbon

  Final polishing  is provided by adsorption on ac-
tivated carbon. The filtered water flows under  pres-
sure to  eight  carbon  columns which operate in
parallel.  Each column contains about 22 tons of
8x30 mesh granular activiated  carbon. The upflow
system, in which the flow of water is up from the bot-
tom, permits hydraulic  withdrawal of spent carbon
at the bottom, the  addition of fresh carbon at the top.
This flow pattern  provides for  the effluent passing
through the most active carbon as it leaves the plant.
The carbon column effluent  is colorless, odorless,
low in organics, and of sparkling clarity.
                                                                                             nimiiiiiii iilllini


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solids disposal  and  materials reclaiming

     All solid plant wastes are processed in multiple hearth furnaces. The biological and waste
chemical sludges are incinerated.  The  lime mud  is recalcined and  reused in the process.  The
spent granular carbon  is  regenerated  and  reused.
                                                                                                                  Biological sludge from the primary and secondary
                                                                                                                  treatment units  and  lime sludge  from chemical
                                                                                                                  clarifier are thickened in centrifuges before incin-
                                                                                                                  eration or recalcination.  Phosphates are  removed
                                                                                                                  from the system by feeding about  25 per  cent of
                                                                                                                  the recalcined lime  into the  primary  treatment
                                                                                                                  tanks, where  it  is drawn off with the biological
                                                                                                                  sludge.
                                                                                                                 Air scrubbers (foreground) cool and wash furnace
                                                                                                                 gases to remove particulate matter. There is no
                                                                                                                 odor, smoke or steam plume, and no air pollution.
The solids disposal  building  houses sludge dewatering and incineration system and lime recalcining  furnace. Note absence
of smoke from the furnace stack.
Organic materials removed by the carbon are con-
sumed when the saturated carbon  is regenerated
in  a  multi-hearth furnace operated at 1,680 de-
grees F in a limited oxygen atmosphere.  Attrition
loss in full regeneration is about 5 per cent. Carbon
is moved hydraulically in slurry •form.

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Plant Controls
Control  panel for filter plant, carbon columns, is pictured above.  All filter operations are
fully automatic.  Backwash is  initiated  by high head loss or high effluent turbidity.  The
beds  are backwashed, filtered  to  waste and restored  on  line  automatically.  Effluent
quality is measured and recorded.
South Tahoe Public Utility District
    Board  of Directors:  Robert W.  Fesler, President;  Robert  W. Wakeman,  Donald  H.
    Kortes, Edward  Hegarty, Gerald G. Ream, Directors; Russell  L Gulp, General Manager.
Research
The entire wastewater purification plant, in a sense, is a research and  development project.
Original concepts incorporated in the design  include a process for economical use ol lime
as a coagulant for solids removal; recovery and recalcination of lime for reuse; a stripping
tower capable of large-scale removal of ammonia nitrogen; large-scale filtration of effluent;
carbon columns for large scale removal of taste, odor, color, ABS from synthetic detergents,
and trace organlcs; regeneration of  carbon for reuse.
Major Suppliers
BSP Corporation
    Solids  handling system, including furnaces for carbon regeneration, sludge incineration,
    lime recalcination.
Ca/gon Corp.
    Granular activated carbon.
Bird Machine Company
    Sludge and spent lime dewataring centrifuges.
Neptune MicroFLOC Corp.
    Filter media, control  panels and process patents.
Wallace & Tlernan
    Gravimetric feeders and lime slakers.
The Mar/ey Company
    Nitrogen  stripping tower equipment.
Byron Jackson Pump Company
    Effluent pumps.
Dorr Oliver, Inc.
    Primary,  secondary and chemical clarifier;  aeration  equipment,  lime mud thickener,
    sludge  pumps.

Engineers
Clair A. Hill & Associates — Redding, Calif.
    Consulting engineers for the South Tahoe Public Utility District.
Cornell, Howland, Hayes & Merryfield—Corvallis,  Oregon
    Design  of the wastewater reclamation plant.

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plant performance
a new  lake
    Wastewater undergoes a number of cleaning operations, as illustrated by the
samples taken at successive steps in the process.  From left, raw sewage, primary
effluent, activated sludge secondary  effluent, chemical clarifier effluent, separation
bed filtrate, and the final  product, reclaimed water from the carbon columns. This
process removes all of the suspended solids, color,  odor and bacteria, 99.8 per
cent of the BOD, 96 per cent of the COD, 98 per cent of the MBAS, 94 per cent of
the  phosphorous and 50 to 98 per cent of the nitrogen.
Quality Parameter
MBAS (Methylene Blue
absorbable substances)
mg/1
COD (Chemical Oxygen
Demand) mg/1
BOD (Biological Oxygen
Demand) mg/1
Turbidity, JTUs
Suspended Solids, mg/1
Phosphorus, mg/1 as P
Ammonia Nitrogen, mg/1
as N
Colitorm Bacteria
MPN/100
Color, units
Odor
Raw
Waste
Water
Influent
4-9
200-500
250-300
100
225
10-15
20-30
15,000,000
High
Odor
Activated
Sludge
Plant
Effluent
0.4
20-60
15-30
20-50
10-20
5.7
25-35
150,000
High
Odor
Water Reclamation Plant
Nitrogen
Removal
Tower
Effluent
0.4
15-25
5-10
2-5
5-10
5.7
5-9
150,000
High
Odor
Separation
Bed
Effluent
0.4
14-20
4
0.4
0.9
0.8
5-9
15
10-30
Odor
Chlorinated
Carbon
Effluent
0.1
10
1
0.2
0.9
0.06
Converted to
Chloramines
under
2.2
Colorless
Odorless
                                                                             This new 165-acre lake in Alpine County, Califor-
                                                                           nia, contains only reclaimed sewage wastewater from
                                                                           the South Lake Tahoe plant. The lake will store over
                                                                           one billion  gallons of water which is released into
                                                                           Indian Creek during the irrigation season for use on
                                                                           downstream ranches. The  lake has been planted
                                                                           with rainbow trout, and a minimum water level will be
                                                                           maintained  to permit recreational development.
                                                                                                    TECHNOLOGY
                                                                                                     TRANSFER
                                                                                Environmental Protection Agency
                                                                                     Washington, D.C. 20460

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