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SLIPP




Shuswap Lake
Integrated Planning
Process (SLIPP)

Public Advisory Committee,
Steering Committee and Technical
Team Meeting

June 16, 2010
Presentation Outline

Welcome and Update

Shuswap Lakes Greywater Report
presented by Northwest Hydraulic Consultants
Part 1: Greywater Report
Part 2: What is Greywater?
Part 3: Greywater Dispersion Modeling
Part 4: Greywater Report Recommendations




                                          -2-
PART 1: Shuswap Lakes Greywater Report
June 16, 2010: Quaaout Lodge




Ken Ashley, Ph.D. and Barry Chilibeck, P. Eng, nhc
Ken Hall, Ph.D., UBC
Greg Lawrence, Ph.D., P. Eng., UBC
Don Mavinic, Ph.D., P. Eng., UBC
Tony Priestley, Ph.D., CSIRO, Australia
Part 1: Greywater Report Presentation Outline
• SLIPP Vision, Goal and Strategies for water quality
• Shuswap Lakes greywater report
• Water quality in the Shuswap lakes
• Greywater characterization - Dr. Ken Hall
• Greywater treatment technology - Dr. Don Mavinic
• Greywater dispersion modeling - Dr. Greg Lawrence
• Greywater report conclusions and recommendations
• Questions
SLIPP Vision:
Vision                         Working together to sustain the health and prosperity of the Shu                                    swap and
                                                                 Mara lakes



              Development that respects                           Water quality that supports                                  Desirable recreational
Goals        environmental, economic and                                                                                   experiences that are safe and
                                                                public and environmental health
                    social interests                                                                                                sustainable

                           Strategies                                             Strategies                                             Strategies
         •    Create a comprehensive foreshore                  •    Develop an inter -agency water quality            •     Develop a recreation management
              and upland area site sensitivity map                   monitoring program                                      plan for the Shuswap and Mara lakes
              for Shuswap and Mara lakes
                                                                •    Eliminate boat discharge on the lakes             •     Develop a recreation use monitoring
         •    Form the Inter -Agency Technical                                                                               program
              Committee to manage cross -agency
              development applications and lake
              issues
         •    Improve the development application
              review process

         •    Create a model for assessing
              cumulative impact




                                                                         Cross -Cutting Strategies

         •    Create the Professional and       •    Establish a coordinated annual      •     Create the Shuswap Lake              •   Engage stakeholders in
              Scientific Advisory Group              education, compliance and                 integrated response process              education, compliance and
                                                     enforcement planning process                                                       enforcement initiatives
SLIPP Goal: Water quality that supports public
          and environmental health

• Good water quality is critical to public and environmental
well being
• As human density in Shuswap and Mara lakes increases, so
too have demands on water for people, fish and wildlife
• The ability of the lakes to provide high quality water is
threatened by discharges from numerous sources, and
increasing lake shore and upland development
The following positive changes will occur as a result of
achieving SLIPP water quality goals on the Shuswap lakes:


• Protection and improvement of water quality by eliminating the
discharge of black and greywater

• Improvement in public health by reducing transmission of water borne
diseases and exposure to known and emerging wastewater contaminants

• Increased public awareness and engagement in water quality and liquid
waste management issues

• Increased coordination in the prohibition of black and greywater
disposal

• Provision of additional discharge facilities
Implementation steps for eliminating vessel discharges
                                                              Projected
Implementation Step
                                                              Completion
Conduct coordinated education, compliance and enforcement     Ongoing,
activities                                                    starting in
                                                              Summer 2008
Undertake compliance survey                                   Summer 2008
Research study on future demand for discharge facilities      Summer 2008
Voluntary compliance program for discharge seals              Summer 2009
Increase private provision of discharge facilities            Ongoing
Implement capital infrastructure incentive program            2008/09 (tba)
Research study on best practices for implementing discharge   Spring 2010
prohibitions
Full compliance with BC and Canadian discharge regulations    2010
Shuswap Lake Greywater Report
Our review of the private and commercial watercraft greywater
discharge issue followed a logical path that asked three core questions:

1. Are there any contaminants in greywater that could be deleterious to
public health and/or the environment? Dr. Ken Hall

2. If greywater is a contaminant, is there a process for treating greywater
on-board private and commercial watercraft in order to minimize risk to
public health and water quality? Dr. Don Mavinic

3. If greywater can be deleterious to public health and water quality, and
there is no suitable commercially available technology at present for on-
board treatment, what are the implications of releasing greywater into the
environment? Dr. Greg Lawrence
…………then reviewed by Dr. Tony Priestley, CSIRO, Australia
Water quality in the Shuswap lakes
Morphometric features of the Shuswap lakes
                              Shuswap      Little          Adams
                                                                           Mara Lake
                              Lake         Shuswap         Lake
Surface area (ha)                 30,960         1,813          13,760         1,942.6
Drainage basin area (km2)         15,354          Incl.            4,144         9,065
Drainage basin/surface area
                                    49.7             n/a            30.1         466.6
ration
Maximum depth (m)                  161.5          59.4              397           45.7
Mean depth (m)                      61.6          14.3              169           18.3
Elevation (m)                        347             347            407            347
Volume (m3)                   19.13 x 109 260.66 x 106      23.19 x 109    357.75 x 106
Thermocline depth (m)                 10             n/a             7.5            n/a
Residence time (years)               2.1          0.03               10           0.13
Shoreline length (km)              1,430          21.2             149.5          42.3
                                 50o 56’                       51o 15’
Location 00 00 N; 000 00 W
                                119o 17’                      119o 30’
Major arms and tributaries of Shuswap Lake


Shuswap Lake basin       Major tributaries
Salmon Arm               Salmon River, Tappen Creek,
                         White Creek, Canoe Creek
Sicamous Arm             Shuswap River, Eagle River
Anstey Arm               Anstey River, Four Mile Creek,
                         Queest Creek, Hunakwa Creek
Seymour Arm              Seymour Creek, Two Mile Creek,
                         Five Mile Creek, Blueberry
                         Creek, Celista Creek
West Arm                 Adams River, Scotch Creek, Ross
                         Creek
Lake Trophic States
          Trophic state      Attributes                    Aquatic life
 TSI
                             Clear water
                                                           Trout possible in deep
 < 30     Oligotrophic       Low production
                                                           lakes
                             Oxygenated hypolimnion


                             Moderately clear water
30 – 50   Mesotrophic                                      Warm water fishery
                             Possible anoxia in summer


                             Low transparency
50 – 70   Eutrophic          Anoxic hypolimnion in         Warm water fishery
                             summer


                             Dense algae and macrophytes
 > 70     Hypereutrophic     Noticeable odor
                             Fish kills possible
Shuswap and Mara lakes deep
      water stations
 Lake Area               Deep water trophic status   Trend direction
 Anstey Arm              Oligotrophic                Increasing total nitrogen and
                                                     total phosphorus
 Salmon Arm/Tappen Bay   Mesotrophic to eutrophic    Slightly increasing total
                                                     nitrogen and total
                                                     phosphorus
 Seymour Arm             Oligotrophic                Increasing total nitrogen and
                                                     total phosphorus
 Sicamous Arm            Oligotrophic                Increasing total nitrogen and
                                                     total phosphorus
 West Arm                Oligotrophic                Slightly increasing total
                                                     nitrogen, total phosphorus
                                                     constant or increasing
                                                     slightly over time
 Mara Lake               Oligotrophic                Increasing total nitrogen and
                                                     total phosphorus in some
                                                     areas
35
                                            Total Phosphorus Main Arm Shuswap Lake 1970 to 2005
                          30
                                                                                                                                   Eutrophic
                                                          Armstrong Point epi
                          25                              Armstrong Point hypo
                                                          West of Sorrento epi
                                                          West of Sorrento hypo
                          20                              McBride Point epi
                                                          McBride Point hypo

                          15                                                                                         Salmonids



                          10
Total Phosphorus (ug/L)




                                                                                                   Oligotrophic

                           5


                           0
                          Jan-70
                                   Jan-72
                                             Jan-74

                                                      Jan-76
                                                               Jan-78
                                                                        Jan-80

                                                                                 Jan-82
                                                                                          Jan-84
                                                                                                   Jan-86
                                                                                                            Jan-88

                                                                                                                     Jan-90
                                                                                                                              Jan-92
                                                                                                                                       Jan-94
                                                                                                                                                Jan-96

                                                                                                                                                         Jan-98

                                                                                                                                                                  Jan-00

                                                                                                                                                                           Jan-02

                                                                                                                                                                                    Jan-04
                                                                                                                                                                                             Jan-06
35
                                   Total Phosphorus Salmon Arm Shuswap Lake 1986 to 2005
                                                                                                             Eutrophic
                          30
                                                     Sandy Point epi
                                                     Sandy Point hypo
                          25                         Fraser's Beach epi
                                                     Fraser's Beach hypo
                                                     Canoe Wharf epi
                          20                         Canoe Wharf hypo


                          15       Salmonids



                          10       Oligotrophic
Total Phosphorus (ug/L)




                           5


                           0
                          Jan-80

                                   Jan-82

                                            Jan-84

                                                       Jan-86

                                                                Jan-88

                                                                         Jan-90

                                                                                  Jan-92

                                                                                           Jan-94

                                                                                                    Jan-96

                                                                                                             Jan-98

                                                                                                                      Jan-00

                                                                                                                               Jan-02

                                                                                                                                        Jan-04

                                                                                                                                                 Jan-06
In summary, most deep water stations in Shuswap Lake remain
oligotrophic, with the exception of Salmon Arm/Tappen Bay, which has
been mesotrophic/eutrophic since at least the 1970s.


However, the trend analysis indicates the concentration of limiting
nutrients is increasing lake-wide, even in the deep water stations, which
have previously been unaffected.


This finding is disturbing given the large volume and rapid flushing rate
in Shuswap Lake and Mara Lake, and indicative of the requirement to
protect the water quality of these important lakes
Shuswap Lake algal bloom – June, 2008
Mara Lake algal bloom – May, 2010
Lake Winnipeg…
PART 2:
What is Greywater?




Ken Hall, Professor Emeritus, UBC
           June 16, 2010
Contents of Greywater Presentation
•   What is greywater, sources?
•   Water use in households
•   Contaminants in greywater
•   Toxic contaminants
•   Environmental occurrence of contaminants
•   Greywater relative contributions
•   Trace metals in greywater
•   Organic contaminants in greywater
•   Shuswap houseboat greywater
•   Loadings to Shuswap Lake
•   Conclusions
What is Greywater?
• The terms greywater and blackwater
  originate from the separation of the toilet
  waste (blackwater) from the rest of our
  wastewater discharges (greywater)

     Blackwater




                               Greywater
Sources of Greywater &
                                        Contaminants
•   Kitchen sink Compostable household waste (kitchen garberator), fats, oils, salt,
    flavours, preservatives, nutrients, soil, food particles, biocide residues, detergents,
    soaps, other cleaning agents
•   Dishwasher        Fats, oils, flavours, preservatives, detergents, soaps, salt, nutrients, food
    particles, oils and grease, cleaning agents.
•   Laundry/Washing machine                  Hair, soil & sediment, detergents, washing powders,
    soap, salt, softeners, bleach, dyes, cleaning agents, fabric whiteners, preservatives, oil
    and grease, personal care products, perfumes, fecal/urine contamination, clothing
    materials and fibers.
•   Hand basin        Soap, shampoo, detergents, preservatives, hair dyes, toothpaste, other
    personal care products, hair, soil, sediment, organic matter, fecal/urine contamination,
    cleaning agents.
•   Shower            Soap, shampoo, hair dyes, toothpaste, other personal care products,
    preservatives, soil, sediment, organic matter, fecal/urine contamination, cleaning agents.
•   Bathtub           Soap, shampoo, hair dyes, other personal care products, preservatives,
    soil, sediment, organic matter, hair, fecal/urine contamination, cleaning agents.
Compounds in Household Chemicals &
     Personal Care Products
•   Compound Category          Number of Compounds
•   Surfactants                       53
•   Emulsifiers                       26
•   Fragrances & Flavours            48
•   Preservatives                    20
•   Softeners & Plasticizers           3
•   UV Filters                         4
•   Solvents                          10
•   Dyes                              11
•   Miscellaneous                    62
Water Use in Households
Water Use   Case 1   Case 2   Case 3
Personal    35-37%   25%      ND
Hygiene
Kitchen     17-25%   8%       ND
Laundry     13-15%   8%       ND
Mixed       ND       ND       53-81%
Greywater
Toilet      20-27%   40%      19-47%
Flushing
Other       5-7%     7%       ND
Contaminants in Greywater
•   Nutrients- Nitrogen and Phosphorus
•   Pathogens
•   Degradable Organic Matter (BOD)
•   Toxic Substances
•     (1) Trace Metals
•     (2) Organic Contaminants
Toxic Contaminants
• Trace Metals – essential metals (copper, zinc) non-
  essential metals (cadmium, mercury, arsenic)
• Organic Contaminants:
•    - POP (Persistant Organic Pollutants) PCBs, PBDEs
  (flame retardants), some pesticides.
•    -PCPs (Personal Care Products), fragrances, soaps,
  detergents, tooth paste, deodorants, antibiotics etc.
•    - EDCs (Endocrine Disrupting Compounds) steroid,
  birth control medication, hormone mimics.
Contaminants
found in 139 U.S.
streams.
Surveyed for 95
different
chemicals.
50% of streams
had 7 or more
chemicals
Data Sources on Greywater
• Houseboats
• Cruise Ships
• Condos (with wastewater separation)
Greywater Contaminant
    Contributions to Wastewaters
Contaminant   Study 1   Study 2
BOD           63%       51-80%
Nitrogen      8%        ND
Phosphorus    37%       ND
Lead          59%       ND
Cadmium       38%       ND
Mercury       15%       ND
Suspended     ND        23-64%
solids
Characteristics of Greywater from
    Houseboat Sources (mg/L)-1
Quality      Shower   Laundry   Kitchen   Dishwasher
Parameter                       Sink
BOD          320      340       230       1000

Suspended    60       180       140       260
Solids

Oil &        45       14        140       210
Grease
Phosphorus   16       82        21        71
Characteristics of Greywater from
    Houseboat Sources (mg/L)-2
Quality      Shower   Laundry   Kitchen   Dishwasher   Domestic
Parameter                       sink                   Wastewater
                                                       (medium)
BOD
             320      340       230       1000         190

Suspended
solids
             60       180       140       260          210

Oil &
Grease
             45       14        140       210          90

Phosphorus
             16       82        21        71           7
Trace Metals in Cruise Ship
       Greywater (ug/L)- Averages
Ship          Copper   Lead   Zinc

Large ship    103      4      179
(n=15)
Large ships   97       2      291
(n=16)
Small ships   146      3.7    442
(n=8)
Freshwater    2-4      1-7    30
Guideline
Selected Organic Contaminants in
         Greywater (ug/L)
Contaminant Use            Mixed       Ship        Guideline
                           Greywater   Greywater
Acetone      Solvent       ND          <3-400      none

Benzoic      Preservative ND           <0.5-740    none
Acid
Chloroform   DBPs          250         0.1-170     1.8 (HH)

DEHP         Plasticizer   8.4-160     5.6-183     16 (FAL)

Nonylphenol Detergent      0.4-6       ND          1.0 (FAL)

Triclosan    Antibacterial .56-5.9     ND          none
Parabens

Esters of parahydroxy benzoic acid
Used as preservatives in cosmetics and
pharmaceutical products- deodorants,
shampoos, moisturizers, shaving gels,
toothpaste etc.
In 215 products found in 99% of leave-on
products & 77% of rinse-off products.
High levels detected in breast tumors.
Found up to 40 ug/L in Greywater
Greywater Quality on Shuswap
            Houseboats
Characteristic   Minimum   Maximum   S. Australia
                 (mg/L)    (mg/L)    Regulation
BOD              2090      4120      No Reg.

Suspended        98        1300      <50
Solids
Nitrogen         6.4       111       <10

Phosphorus       3.6       105       <1.0

E. coli          <1        100,000   <40

Oil/Grease       ND        ND        <25
Loadings of Contaminants to Shuswap Lake
      in Summer (June 14 - Sept 14)
Contaminant     BOD               Nitrogen         Phosphorus
Source


Salmon          1212              6811             407
Arm
STP
Houseboats      4224              211              352
(Greywater)



Values expressed as kg/period when houseboats on water
Conclusions: 1
• Greywater is an important source of a variety of
  environmental contaminants
• Greywater can contribute contaminants at
  concentrations equal to or higher than black
  water.
• Greywater is an important source of the
  traditional water contaminants including BOD,
  phosphorus, oil & grease, pathogen indicators.
• Both trace metals & organic contaminants are
  present in greywater and may exceed
  regulations.
Conclusions: 2
• Personal Care Products from kitchen and
  bathroom activities have been identified in
  household greywater- most of them have no
  discharge regulations.
• Summer discharges of degradable organic
  matter (BOD) and phosphorus in greywater from
  houseboats in Shuswap Lake are comparable to
  Salmon Arm STP loadings & could have impacts
  in enclosed bays with poor circulation.
PART 3: Greywater Dispersion
          Modeling
     Dr. Greg Lawrence
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NEAR-FIELD MIXING
PREDICTED NEAR-FIELD FECAL
COLIFORM COUNTS WITH SOURCE
 CONCENTRATION AND DISTANCE
                                       100,000,000


                                        10,000,000
Fecal coliforms in lake (cfu/100 ml)




                                         1,000,000


                                          100,000


                                           10,000


                                             1,000


                                              100


                                               10


                                                1
                                                     0   1   2     3   4    5    6   7      8   9   10
                                                                 Distance from source (m)
FAR-FIELD DISPERSION STUDY
PREDICTED FAR-FIELD FECAL
   COLIFORMS COUNTS
            1200




            1000



             800
FC/100 mL




             600




             400




             200




               0
               -100   -80   -60   -40   -20     0    20     40        60     80   100
                                  Distance along shoreline (m)

                            10    20     30     40     50        70    100
PART 4: Greywater report conclusions

1. Are there any contaminants in greywater that could be deleterious to
   public health and/or the environment?


The answer to this question was clear: greywater is often
  indistinguishable from blackwater; hence greywater releases pose a
  risk to public health and water quality.
This report clearly demonstrates not only the great variability in quality
  of greywater, but also the significant amounts of pathogens, organic
  matter, nutrients and heavy metals contained in it.
This information is in line with limited Australian data and confirms the
  potential for greywater discharge to pose significant risks to both
  public health and receiving water quality;
2. Since greywater is a contaminant, is there a process for treating
   greywater on-board private and commercial watercraft in order to
   minimize risk to public health and water quality?


A detailed review of the literature, plus consideration of the sanitary
  engineering requirements to design, manufacture and reliably operate
  such a mechanism, indicate there is no commercially available
  technology in Canada, or elsewhere, at this time that could provide
  suitable on-board treatment of greywater.
The operational aspects of small scale on-board treatment systems is
  their ‘Achilles heel’. While Australian examples can be shown of
  well designed and well operated treatment systems which meet their
  performance goals, the logistical and regulatory efforts required to
  ensure effective long term operation of the many small scale treatment
  systems installed in a large variety of leisure and commercial craft are
  overwhelming.
3. Since greywater can be deleterious to public health and water quality,
and there is no suitable commercially available technology at present for
on-board treatment, what are the implications of releasing greywater into
the environment?


The answer to this question revealed a wide array of regulated and non-
regulated contaminants would be released into the environment, some of
which would exceed of the Canada Shipping Act regulations for
Designated Waters and BC Water Quality Criteria for primary contact
recreation, in addition to a wide array of emerging contaminants which
would often include suspected and known endocrine disruptors and
potentially carcinogenic compounds.
The logical conclusion is that greywater discharges from private and
commercial watercraft pose an unacceptable risk to public health and
water quality in Shuswap and Mara lakes.


We found that similar conclusions have been reached in California and
South Australia, and their responses are applicable to the Shuswap lakes,
in addition to adhering to existing Canada Shipping Act Regulations for
Designated Waters and BC Water Quality Criteria for Microbial
Indicators.
We believe that effective, on-board treatment of greywater on Shuswap
Lake houseboats and other recreational craft, followed by direct
discharge, may eventually be possible, but the issue of “practicality”
cannot be ignored (based on the Australian experience, to date) – when
one considers ALL aspects of what may be required (including legal
issues) to “make it work”, over what is essentially a 3-4 month boating
season.
Greywater report recommendations
1. Mandatory greywater storage and pump-out, is the most “realistic”
   option for the Shuswap Lake System, although, it, too, has it’s own
   issues and controversies.

  None-the-least of these is a “fail-safe” system installed on board,
  preventing (and making it a chargeable offence under the EMA and
  Canada Shipping Act) deliberate discharge into the local water body
  directly from any size greywater holding tank.
2. A phase-in period is called for, requiring newer vessels to design
“appropriate sized” holding tanks into the basic structure. Older vessels
could be “grandfathered” as they are phased out of usage during a
defined period established by the Ministry Environment, Interior Health,
Shuswap First Nations and the Regional Governments (i.e. TNRD and
CSRD) via SLIPP.

This would be concurrent with additional actions such as an increase in
the number of pump-out stations (strategically located around Shuswap
Lake), flow restriction devices on-board (e.g. low volume shower heads
and toilets), new limited size fresh water holding tanks (per person ,
daily limitations based), on-board grey water hookup to toilet facilities
for black water usage requirements, and others.
3. During the phase-in period, a temporary system of “floating barge”,
pump-out stations could be put in place in various bays and arms.

This interim system, along with the expansion of the on-shore pump-out
stations, could be financed by a local, environmental levy (or something
akin to a Shuswap watershed levy) and a greywater user fee on the
commercial houseboat industry.
4. For enforcement and compliance, on the water, “spot inspections” of
private and commercial watercraft, by Provincial, Federal and First
Nations authorities, would be a logical expectation, to ensure compliance
uptake with this entire procedure.


Taken in its entirety, this option may be the most “feasible” for
permanent adoption on the Shuswap Lake system, especially in
consideration of “stakeholder buy-in”.
5. An intensive education program should become an important part of
managing contaminants from greywater.

To effectively manage greywater, one core objective is to reduce the
volume of any one of these uses and to reduce the variability with which
this volume enters a treatment system.
While onboard retention of greywater appears to be the safest option at
the present time, it does lead to the obvious problem of the need to store
large volumes of heavy water with significant implications for vessel
design and stability.

Consequently, minimisation of greywater volume becomes of great
importance.

Removing automatic dish washers and laundry facilities from houseboats
would reduce the greywater volume significantly and would reduce some
of the detergent components (phosphates, nonylphenols etc.) in
greywater that create some of the environmental concerns with discharge
to the aquatic environment.
SLIPP:Water quality that supports public and
          environmental health




                Questions?
Terms of Reference: NHC contract with Fraser Basin
  Council to conduct greywater management review
Project Scope: An assessment of the potential impacts to Shuswap
  and Mara Lakes that may result from discharged greywater treated to
  the proposed South Australia EPA standard or a suitable alternative.

It is anticipated that in order to more fully address this question, the
    following elements will be included in the analysis:

1. An overview of the unique value of the Shuswap system, a review of
   the present circumstances including existing legislation and the
   potential impact to both drinking water and environmental water
   quality from raw grey water discharge.

Compare the current practices and plans for sewage and greywater
  management on land and water;
2. Review the proposed South Australia greywater standards for possible
application to BC inland waters in general and the Shuswap system
specifically.

Provide a professional opinion of whether these standards are
sufficiently protective of public health or the environment, along with
qualitative (e.g. relative risk) and quantitative (e.g. other
guidelines/standards) considerations for this opinion.


3. Consider how the magnitude of potential water quality impacts
compare to similar regulated discharges to surface water bodies and non-
point source impacts from land based discharges.
4. If the South Australia standards are not sufficiently protective,
recommend discharge requirements that would be appropriate.
Standards and requirements applied must consider the added
complexities of a moving point of discharge and the broad range of
potential contaminants associated with domestic greywater.

Recognizing that conventional standards for BOD, TSS, fecal coli. etc.
are for parameters that are only indicators of sewage treatment,
determine if there are other specific standards that should be applied.
5. Evaluate the potential treatment technologies and whether or not these
are feasible for effective on- board treatment of greywater to be
discharged to Shuswap Lake.

Evaluate whether on-board treatment systems are effective to treat all
identified hazards associated with domestic greywater discharges.

These would include bacteriological and chemical contaminants and
physical characteristics.


6. Assess how discharge practices such as the location (near beach or
open water) and conditions for discharge might affect the potential
impacts, with recommendations for best practices to be considered for
the Shuswap system.

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SLIPP SC TT PAC meeting with NHC June 2010

  • 1. SLIPP Shuswap Lake Integrated Planning Process (SLIPP) Public Advisory Committee, Steering Committee and Technical Team Meeting June 16, 2010
  • 2. Presentation Outline Welcome and Update Shuswap Lakes Greywater Report presented by Northwest Hydraulic Consultants Part 1: Greywater Report Part 2: What is Greywater? Part 3: Greywater Dispersion Modeling Part 4: Greywater Report Recommendations -2-
  • 3. PART 1: Shuswap Lakes Greywater Report June 16, 2010: Quaaout Lodge Ken Ashley, Ph.D. and Barry Chilibeck, P. Eng, nhc Ken Hall, Ph.D., UBC Greg Lawrence, Ph.D., P. Eng., UBC Don Mavinic, Ph.D., P. Eng., UBC Tony Priestley, Ph.D., CSIRO, Australia
  • 4. Part 1: Greywater Report Presentation Outline • SLIPP Vision, Goal and Strategies for water quality • Shuswap Lakes greywater report • Water quality in the Shuswap lakes • Greywater characterization - Dr. Ken Hall • Greywater treatment technology - Dr. Don Mavinic • Greywater dispersion modeling - Dr. Greg Lawrence • Greywater report conclusions and recommendations • Questions
  • 5. SLIPP Vision: Vision Working together to sustain the health and prosperity of the Shu swap and Mara lakes Development that respects Water quality that supports Desirable recreational Goals environmental, economic and experiences that are safe and public and environmental health social interests sustainable Strategies Strategies Strategies • Create a comprehensive foreshore • Develop an inter -agency water quality • Develop a recreation management and upland area site sensitivity map monitoring program plan for the Shuswap and Mara lakes for Shuswap and Mara lakes • Eliminate boat discharge on the lakes • Develop a recreation use monitoring • Form the Inter -Agency Technical program Committee to manage cross -agency development applications and lake issues • Improve the development application review process • Create a model for assessing cumulative impact Cross -Cutting Strategies • Create the Professional and • Establish a coordinated annual • Create the Shuswap Lake • Engage stakeholders in Scientific Advisory Group education, compliance and integrated response process education, compliance and enforcement planning process enforcement initiatives
  • 6. SLIPP Goal: Water quality that supports public and environmental health • Good water quality is critical to public and environmental well being • As human density in Shuswap and Mara lakes increases, so too have demands on water for people, fish and wildlife • The ability of the lakes to provide high quality water is threatened by discharges from numerous sources, and increasing lake shore and upland development
  • 7. The following positive changes will occur as a result of achieving SLIPP water quality goals on the Shuswap lakes: • Protection and improvement of water quality by eliminating the discharge of black and greywater • Improvement in public health by reducing transmission of water borne diseases and exposure to known and emerging wastewater contaminants • Increased public awareness and engagement in water quality and liquid waste management issues • Increased coordination in the prohibition of black and greywater disposal • Provision of additional discharge facilities
  • 8. Implementation steps for eliminating vessel discharges Projected Implementation Step Completion Conduct coordinated education, compliance and enforcement Ongoing, activities starting in Summer 2008 Undertake compliance survey Summer 2008 Research study on future demand for discharge facilities Summer 2008 Voluntary compliance program for discharge seals Summer 2009 Increase private provision of discharge facilities Ongoing Implement capital infrastructure incentive program 2008/09 (tba) Research study on best practices for implementing discharge Spring 2010 prohibitions Full compliance with BC and Canadian discharge regulations 2010
  • 9. Shuswap Lake Greywater Report Our review of the private and commercial watercraft greywater discharge issue followed a logical path that asked three core questions: 1. Are there any contaminants in greywater that could be deleterious to public health and/or the environment? Dr. Ken Hall 2. If greywater is a contaminant, is there a process for treating greywater on-board private and commercial watercraft in order to minimize risk to public health and water quality? Dr. Don Mavinic 3. If greywater can be deleterious to public health and water quality, and there is no suitable commercially available technology at present for on- board treatment, what are the implications of releasing greywater into the environment? Dr. Greg Lawrence …………then reviewed by Dr. Tony Priestley, CSIRO, Australia
  • 10. Water quality in the Shuswap lakes
  • 11. Morphometric features of the Shuswap lakes Shuswap Little Adams Mara Lake Lake Shuswap Lake Surface area (ha) 30,960 1,813 13,760 1,942.6 Drainage basin area (km2) 15,354 Incl. 4,144 9,065 Drainage basin/surface area 49.7 n/a 30.1 466.6 ration Maximum depth (m) 161.5 59.4 397 45.7 Mean depth (m) 61.6 14.3 169 18.3 Elevation (m) 347 347 407 347 Volume (m3) 19.13 x 109 260.66 x 106 23.19 x 109 357.75 x 106 Thermocline depth (m) 10 n/a 7.5 n/a Residence time (years) 2.1 0.03 10 0.13 Shoreline length (km) 1,430 21.2 149.5 42.3 50o 56’ 51o 15’ Location 00 00 N; 000 00 W 119o 17’ 119o 30’
  • 12. Major arms and tributaries of Shuswap Lake Shuswap Lake basin Major tributaries Salmon Arm Salmon River, Tappen Creek, White Creek, Canoe Creek Sicamous Arm Shuswap River, Eagle River Anstey Arm Anstey River, Four Mile Creek, Queest Creek, Hunakwa Creek Seymour Arm Seymour Creek, Two Mile Creek, Five Mile Creek, Blueberry Creek, Celista Creek West Arm Adams River, Scotch Creek, Ross Creek
  • 13. Lake Trophic States Trophic state Attributes Aquatic life TSI Clear water Trout possible in deep < 30 Oligotrophic Low production lakes Oxygenated hypolimnion Moderately clear water 30 – 50 Mesotrophic Warm water fishery Possible anoxia in summer Low transparency 50 – 70 Eutrophic Anoxic hypolimnion in Warm water fishery summer Dense algae and macrophytes > 70 Hypereutrophic Noticeable odor Fish kills possible
  • 14. Shuswap and Mara lakes deep water stations Lake Area Deep water trophic status Trend direction Anstey Arm Oligotrophic Increasing total nitrogen and total phosphorus Salmon Arm/Tappen Bay Mesotrophic to eutrophic Slightly increasing total nitrogen and total phosphorus Seymour Arm Oligotrophic Increasing total nitrogen and total phosphorus Sicamous Arm Oligotrophic Increasing total nitrogen and total phosphorus West Arm Oligotrophic Slightly increasing total nitrogen, total phosphorus constant or increasing slightly over time Mara Lake Oligotrophic Increasing total nitrogen and total phosphorus in some areas
  • 15. 35 Total Phosphorus Main Arm Shuswap Lake 1970 to 2005 30 Eutrophic Armstrong Point epi 25 Armstrong Point hypo West of Sorrento epi West of Sorrento hypo 20 McBride Point epi McBride Point hypo 15 Salmonids 10 Total Phosphorus (ug/L) Oligotrophic 5 0 Jan-70 Jan-72 Jan-74 Jan-76 Jan-78 Jan-80 Jan-82 Jan-84 Jan-86 Jan-88 Jan-90 Jan-92 Jan-94 Jan-96 Jan-98 Jan-00 Jan-02 Jan-04 Jan-06
  • 16. 35 Total Phosphorus Salmon Arm Shuswap Lake 1986 to 2005 Eutrophic 30 Sandy Point epi Sandy Point hypo 25 Fraser's Beach epi Fraser's Beach hypo Canoe Wharf epi 20 Canoe Wharf hypo 15 Salmonids 10 Oligotrophic Total Phosphorus (ug/L) 5 0 Jan-80 Jan-82 Jan-84 Jan-86 Jan-88 Jan-90 Jan-92 Jan-94 Jan-96 Jan-98 Jan-00 Jan-02 Jan-04 Jan-06
  • 17. In summary, most deep water stations in Shuswap Lake remain oligotrophic, with the exception of Salmon Arm/Tappen Bay, which has been mesotrophic/eutrophic since at least the 1970s. However, the trend analysis indicates the concentration of limiting nutrients is increasing lake-wide, even in the deep water stations, which have previously been unaffected. This finding is disturbing given the large volume and rapid flushing rate in Shuswap Lake and Mara Lake, and indicative of the requirement to protect the water quality of these important lakes
  • 18. Shuswap Lake algal bloom – June, 2008
  • 19. Mara Lake algal bloom – May, 2010
  • 21.
  • 22.
  • 23. PART 2: What is Greywater? Ken Hall, Professor Emeritus, UBC June 16, 2010
  • 24. Contents of Greywater Presentation • What is greywater, sources? • Water use in households • Contaminants in greywater • Toxic contaminants • Environmental occurrence of contaminants • Greywater relative contributions • Trace metals in greywater • Organic contaminants in greywater • Shuswap houseboat greywater • Loadings to Shuswap Lake • Conclusions
  • 25. What is Greywater? • The terms greywater and blackwater originate from the separation of the toilet waste (blackwater) from the rest of our wastewater discharges (greywater) Blackwater Greywater
  • 26. Sources of Greywater & Contaminants • Kitchen sink Compostable household waste (kitchen garberator), fats, oils, salt, flavours, preservatives, nutrients, soil, food particles, biocide residues, detergents, soaps, other cleaning agents • Dishwasher Fats, oils, flavours, preservatives, detergents, soaps, salt, nutrients, food particles, oils and grease, cleaning agents. • Laundry/Washing machine Hair, soil & sediment, detergents, washing powders, soap, salt, softeners, bleach, dyes, cleaning agents, fabric whiteners, preservatives, oil and grease, personal care products, perfumes, fecal/urine contamination, clothing materials and fibers. • Hand basin Soap, shampoo, detergents, preservatives, hair dyes, toothpaste, other personal care products, hair, soil, sediment, organic matter, fecal/urine contamination, cleaning agents. • Shower Soap, shampoo, hair dyes, toothpaste, other personal care products, preservatives, soil, sediment, organic matter, fecal/urine contamination, cleaning agents. • Bathtub Soap, shampoo, hair dyes, other personal care products, preservatives, soil, sediment, organic matter, hair, fecal/urine contamination, cleaning agents.
  • 27. Compounds in Household Chemicals & Personal Care Products • Compound Category Number of Compounds • Surfactants 53 • Emulsifiers 26 • Fragrances & Flavours 48 • Preservatives 20 • Softeners & Plasticizers 3 • UV Filters 4 • Solvents 10 • Dyes 11 • Miscellaneous 62
  • 28. Water Use in Households Water Use Case 1 Case 2 Case 3 Personal 35-37% 25% ND Hygiene Kitchen 17-25% 8% ND Laundry 13-15% 8% ND Mixed ND ND 53-81% Greywater Toilet 20-27% 40% 19-47% Flushing Other 5-7% 7% ND
  • 29. Contaminants in Greywater • Nutrients- Nitrogen and Phosphorus • Pathogens • Degradable Organic Matter (BOD) • Toxic Substances • (1) Trace Metals • (2) Organic Contaminants
  • 30. Toxic Contaminants • Trace Metals – essential metals (copper, zinc) non- essential metals (cadmium, mercury, arsenic) • Organic Contaminants: • - POP (Persistant Organic Pollutants) PCBs, PBDEs (flame retardants), some pesticides. • -PCPs (Personal Care Products), fragrances, soaps, detergents, tooth paste, deodorants, antibiotics etc. • - EDCs (Endocrine Disrupting Compounds) steroid, birth control medication, hormone mimics.
  • 31. Contaminants found in 139 U.S. streams. Surveyed for 95 different chemicals. 50% of streams had 7 or more chemicals
  • 32. Data Sources on Greywater • Houseboats • Cruise Ships • Condos (with wastewater separation)
  • 33. Greywater Contaminant Contributions to Wastewaters Contaminant Study 1 Study 2 BOD 63% 51-80% Nitrogen 8% ND Phosphorus 37% ND Lead 59% ND Cadmium 38% ND Mercury 15% ND Suspended ND 23-64% solids
  • 34. Characteristics of Greywater from Houseboat Sources (mg/L)-1 Quality Shower Laundry Kitchen Dishwasher Parameter Sink BOD 320 340 230 1000 Suspended 60 180 140 260 Solids Oil & 45 14 140 210 Grease Phosphorus 16 82 21 71
  • 35. Characteristics of Greywater from Houseboat Sources (mg/L)-2 Quality Shower Laundry Kitchen Dishwasher Domestic Parameter sink Wastewater (medium) BOD 320 340 230 1000 190 Suspended solids 60 180 140 260 210 Oil & Grease 45 14 140 210 90 Phosphorus 16 82 21 71 7
  • 36. Trace Metals in Cruise Ship Greywater (ug/L)- Averages Ship Copper Lead Zinc Large ship 103 4 179 (n=15) Large ships 97 2 291 (n=16) Small ships 146 3.7 442 (n=8) Freshwater 2-4 1-7 30 Guideline
  • 37. Selected Organic Contaminants in Greywater (ug/L) Contaminant Use Mixed Ship Guideline Greywater Greywater Acetone Solvent ND <3-400 none Benzoic Preservative ND <0.5-740 none Acid Chloroform DBPs 250 0.1-170 1.8 (HH) DEHP Plasticizer 8.4-160 5.6-183 16 (FAL) Nonylphenol Detergent 0.4-6 ND 1.0 (FAL) Triclosan Antibacterial .56-5.9 ND none
  • 38. Parabens Esters of parahydroxy benzoic acid Used as preservatives in cosmetics and pharmaceutical products- deodorants, shampoos, moisturizers, shaving gels, toothpaste etc. In 215 products found in 99% of leave-on products & 77% of rinse-off products. High levels detected in breast tumors. Found up to 40 ug/L in Greywater
  • 39. Greywater Quality on Shuswap Houseboats Characteristic Minimum Maximum S. Australia (mg/L) (mg/L) Regulation BOD 2090 4120 No Reg. Suspended 98 1300 <50 Solids Nitrogen 6.4 111 <10 Phosphorus 3.6 105 <1.0 E. coli <1 100,000 <40 Oil/Grease ND ND <25
  • 40. Loadings of Contaminants to Shuswap Lake in Summer (June 14 - Sept 14) Contaminant BOD Nitrogen Phosphorus Source Salmon 1212 6811 407 Arm STP Houseboats 4224 211 352 (Greywater) Values expressed as kg/period when houseboats on water
  • 41. Conclusions: 1 • Greywater is an important source of a variety of environmental contaminants • Greywater can contribute contaminants at concentrations equal to or higher than black water. • Greywater is an important source of the traditional water contaminants including BOD, phosphorus, oil & grease, pathogen indicators. • Both trace metals & organic contaminants are present in greywater and may exceed regulations.
  • 42. Conclusions: 2 • Personal Care Products from kitchen and bathroom activities have been identified in household greywater- most of them have no discharge regulations. • Summer discharges of degradable organic matter (BOD) and phosphorus in greywater from houseboats in Shuswap Lake are comparable to Salmon Arm STP loadings & could have impacts in enclosed bays with poor circulation.
  • 43. PART 3: Greywater Dispersion Modeling Dr. Greg Lawrence
  • 44.
  • 45. =6>.)*>%)?@%(9A*=$BC!""*9D*E*)%FG !"#""" !""#""" !"" !#""" ! !" $%&'( %)*! $%&'( %)*+ $%&'( %)*, *-%.' *! -%.'*+ *-%.' *, *-%.' */ *-%.' *0 *-%.' *1 *-%.' *2 *-%.' *3 *-%.' *4 *-%.' *!" *-%.' *!! *-%.' *!+ $%&'( %)*/ $%&'( %)*0 !"# $%"&'$"()*(+*, -. / 0*. (0"+(%1# */ . %(# # *2"-0# - )*3 -/ . 45**6 '7 *8 9$45*8 :: 9 $%&'( !9* :6;'< %)*0 +"9* :6;'< $%&'( %)*1 $%&'( %)*2 5(678 .'6(*+
  • 46.
  • 48. PREDICTED NEAR-FIELD FECAL COLIFORM COUNTS WITH SOURCE CONCENTRATION AND DISTANCE 100,000,000 10,000,000 Fecal coliforms in lake (cfu/100 ml) 1,000,000 100,000 10,000 1,000 100 10 1 0 1 2 3 4 5 6 7 8 9 10 Distance from source (m)
  • 50.
  • 51. PREDICTED FAR-FIELD FECAL COLIFORMS COUNTS 1200 1000 800 FC/100 mL 600 400 200 0 -100 -80 -60 -40 -20 0 20 40 60 80 100 Distance along shoreline (m) 10 20 30 40 50 70 100
  • 52.
  • 53. PART 4: Greywater report conclusions 1. Are there any contaminants in greywater that could be deleterious to public health and/or the environment? The answer to this question was clear: greywater is often indistinguishable from blackwater; hence greywater releases pose a risk to public health and water quality. This report clearly demonstrates not only the great variability in quality of greywater, but also the significant amounts of pathogens, organic matter, nutrients and heavy metals contained in it. This information is in line with limited Australian data and confirms the potential for greywater discharge to pose significant risks to both public health and receiving water quality;
  • 54. 2. Since greywater is a contaminant, is there a process for treating greywater on-board private and commercial watercraft in order to minimize risk to public health and water quality? A detailed review of the literature, plus consideration of the sanitary engineering requirements to design, manufacture and reliably operate such a mechanism, indicate there is no commercially available technology in Canada, or elsewhere, at this time that could provide suitable on-board treatment of greywater. The operational aspects of small scale on-board treatment systems is their ‘Achilles heel’. While Australian examples can be shown of well designed and well operated treatment systems which meet their performance goals, the logistical and regulatory efforts required to ensure effective long term operation of the many small scale treatment systems installed in a large variety of leisure and commercial craft are overwhelming.
  • 55. 3. Since greywater can be deleterious to public health and water quality, and there is no suitable commercially available technology at present for on-board treatment, what are the implications of releasing greywater into the environment? The answer to this question revealed a wide array of regulated and non- regulated contaminants would be released into the environment, some of which would exceed of the Canada Shipping Act regulations for Designated Waters and BC Water Quality Criteria for primary contact recreation, in addition to a wide array of emerging contaminants which would often include suspected and known endocrine disruptors and potentially carcinogenic compounds.
  • 56. The logical conclusion is that greywater discharges from private and commercial watercraft pose an unacceptable risk to public health and water quality in Shuswap and Mara lakes. We found that similar conclusions have been reached in California and South Australia, and their responses are applicable to the Shuswap lakes, in addition to adhering to existing Canada Shipping Act Regulations for Designated Waters and BC Water Quality Criteria for Microbial Indicators.
  • 57. We believe that effective, on-board treatment of greywater on Shuswap Lake houseboats and other recreational craft, followed by direct discharge, may eventually be possible, but the issue of “practicality” cannot be ignored (based on the Australian experience, to date) – when one considers ALL aspects of what may be required (including legal issues) to “make it work”, over what is essentially a 3-4 month boating season.
  • 58. Greywater report recommendations 1. Mandatory greywater storage and pump-out, is the most “realistic” option for the Shuswap Lake System, although, it, too, has it’s own issues and controversies. None-the-least of these is a “fail-safe” system installed on board, preventing (and making it a chargeable offence under the EMA and Canada Shipping Act) deliberate discharge into the local water body directly from any size greywater holding tank.
  • 59. 2. A phase-in period is called for, requiring newer vessels to design “appropriate sized” holding tanks into the basic structure. Older vessels could be “grandfathered” as they are phased out of usage during a defined period established by the Ministry Environment, Interior Health, Shuswap First Nations and the Regional Governments (i.e. TNRD and CSRD) via SLIPP. This would be concurrent with additional actions such as an increase in the number of pump-out stations (strategically located around Shuswap Lake), flow restriction devices on-board (e.g. low volume shower heads and toilets), new limited size fresh water holding tanks (per person , daily limitations based), on-board grey water hookup to toilet facilities for black water usage requirements, and others.
  • 60.
  • 61. 3. During the phase-in period, a temporary system of “floating barge”, pump-out stations could be put in place in various bays and arms. This interim system, along with the expansion of the on-shore pump-out stations, could be financed by a local, environmental levy (or something akin to a Shuswap watershed levy) and a greywater user fee on the commercial houseboat industry.
  • 62. 4. For enforcement and compliance, on the water, “spot inspections” of private and commercial watercraft, by Provincial, Federal and First Nations authorities, would be a logical expectation, to ensure compliance uptake with this entire procedure. Taken in its entirety, this option may be the most “feasible” for permanent adoption on the Shuswap Lake system, especially in consideration of “stakeholder buy-in”.
  • 63. 5. An intensive education program should become an important part of managing contaminants from greywater. To effectively manage greywater, one core objective is to reduce the volume of any one of these uses and to reduce the variability with which this volume enters a treatment system.
  • 64. While onboard retention of greywater appears to be the safest option at the present time, it does lead to the obvious problem of the need to store large volumes of heavy water with significant implications for vessel design and stability. Consequently, minimisation of greywater volume becomes of great importance. Removing automatic dish washers and laundry facilities from houseboats would reduce the greywater volume significantly and would reduce some of the detergent components (phosphates, nonylphenols etc.) in greywater that create some of the environmental concerns with discharge to the aquatic environment.
  • 65. SLIPP:Water quality that supports public and environmental health Questions?
  • 66. Terms of Reference: NHC contract with Fraser Basin Council to conduct greywater management review Project Scope: An assessment of the potential impacts to Shuswap and Mara Lakes that may result from discharged greywater treated to the proposed South Australia EPA standard or a suitable alternative. It is anticipated that in order to more fully address this question, the following elements will be included in the analysis: 1. An overview of the unique value of the Shuswap system, a review of the present circumstances including existing legislation and the potential impact to both drinking water and environmental water quality from raw grey water discharge. Compare the current practices and plans for sewage and greywater management on land and water;
  • 67. 2. Review the proposed South Australia greywater standards for possible application to BC inland waters in general and the Shuswap system specifically. Provide a professional opinion of whether these standards are sufficiently protective of public health or the environment, along with qualitative (e.g. relative risk) and quantitative (e.g. other guidelines/standards) considerations for this opinion. 3. Consider how the magnitude of potential water quality impacts compare to similar regulated discharges to surface water bodies and non- point source impacts from land based discharges.
  • 68. 4. If the South Australia standards are not sufficiently protective, recommend discharge requirements that would be appropriate. Standards and requirements applied must consider the added complexities of a moving point of discharge and the broad range of potential contaminants associated with domestic greywater. Recognizing that conventional standards for BOD, TSS, fecal coli. etc. are for parameters that are only indicators of sewage treatment, determine if there are other specific standards that should be applied.
  • 69. 5. Evaluate the potential treatment technologies and whether or not these are feasible for effective on- board treatment of greywater to be discharged to Shuswap Lake. Evaluate whether on-board treatment systems are effective to treat all identified hazards associated with domestic greywater discharges. These would include bacteriological and chemical contaminants and physical characteristics. 6. Assess how discharge practices such as the location (near beach or open water) and conditions for discharge might affect the potential impacts, with recommendations for best practices to be considered for the Shuswap system.