2015 CCR - BRMWC

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2015 CCR

Consumer Confidence Report
2015 Consumer Confidence Report
Water System Name:  Best Road MWC 350.0823.002-.003         Report Date:  March 23, 2016
We test the drinking water quality for many constituents as required by state and federal regulations. This report shows
the results of our monitoring for the period of January 1 - December 31, 2015 and may include earlier monitoring data.
Este informe contiene información muy importante sobre su agua potable. Tradúzcalo ó hable con alguien que lo
entienda bien.

Type of water source(s) in use:  Groundwater

Name and general location of source(s):  Wells 1 and 2 are located on John Smith Road, approximately 1 mile from Fairview Rd.

Drinking Water Source Assessment information:  See attached; dated August 2002 (Well #1 & #2).

Time and place of regularly scheduled board meetings for public participation: Monthly meetings are the 3rd Tuesday
of every month at 7 pm. See the website for more information (www.bestroadwater.org).

For more information, contact: Garry Solmonson  Phone: (831).634.0144

TERMS USED IN THIS REPORT
Maximum Contaminant Level (MCL): The highest level of a contaminant that is allowed in drinking water. Primary MCLs are set as close to the PHGs (or MCLGs) as is economically and technologically feasible. Secondary MCLs are set to protect the odor, taste, and appearance of drinking water.            

Maximum Contaminant Level Goal (MCLG): The level of a continant in drinking water below which there is no known or ecpected risk to health. MCLGs are set by the U.S. Environmental Protection Agency (USEPA).

Public Health Goal (PHG): The level of a contaminant in drinking water below which there is no known or expected risk to health. PHGs are set by the California Environmental Protection Agency.

Maximum Residual Disinfectant Level (MRDL): The highest level of a disinfectant allowed in drinking water. There is convincing evidence that addition of a disinfectant is necessary for control of microbial contaminants.

Maximum Residual Disinfectant Level Goal:  (MRDLG): The level of a drinking water disinfectant ppt: parts per trillion or nanograms per liter (ng/L) below which there is no known or expected risk to health. MRDLGs do not reflect the benefits of the use
of disinfectants to control microbial contaminants.

Primary Drinking Water Standards (PDWS): MCLs and MRDLs for contaminants that affect health along with their monitoring and reporting requirements, and water treatment requirements.

Secondary Drinking Water Standards (SDWS): MCLs for contaminants that affect taste, odor, or appearance of the drinking water. Contaminants with SDWSs do not affect the health at the MCL levels.

Treatment Technique (TT): A required process intended to reduce the level of a contaminant in drinking water.

Regulatory Action Level (AL): The concentration of a contaminant which, if exceeded, triggers treatment or other requirements that a water system must follow.

Variances and Exemptions: State Board permission to exceed an MCL or not comply with a treatment technique under certain conditions.

ND: not detectable at testing limit.

ppm: parts per million or milligrams per liter (mg/L)

ppb: parts per billion or micrograms per liter (µg/L)

ppt: parts per trillion or nanograms per liter (ng/L)

ppq: parts per quadrillion or picogram per liter (pg/L)

pCi/L: picocuries per liter (a measure of raddiation).

The sources of drinking water (both tap water and bottled water) include rivers, lakes, streams, ponds, reservoirs, springs, and wells. As water travels over the surface of the land or through the ground, it dissolves naturally-occurring minerals and, in some cases, radioactive material, and can pick up substances resulting from the presence of animals or from human activit

Contaminants that may be present in source water include:
  • Microbial contaminants, such as viruses and bacteria, that may come from sewage treatment plants, septic systems, agricultural livestock operations, and wildlife.
Inorganic contaminants, such as salts and metals, that can be naturally-occurring or result from urban stormwater runoff, industrial or domestic wastewater discharges, oil and gas production, mining, or farming.
  • Pesticides and herbicides, that may come from a variety of sources such as agriculture, urban stormwater runoff, and residential uses.
  • Organic chemical contaminants, including synthetic and volatile organic chemicals, that are by-products of industrial processes and petroleum production, and can also come from gas stations, urban stormwater runoff, agricultural application, and septic systems.
  • Radioactive contaminants, that can be naturally-occurring or be the result of oil and gas production and mining activities.

    In order to ensure that tap water is safe to drink,
    the USEPA and the State Water Resources Control Board (State
    Board) prescribe regulations that limit the amount of certain contaminants in water provided by public water systems.
    State Board regulations also establish limits for contaminants in bottled water that provide the same protection for public
    health.

    Tables 1, 2, 3, 4, 5, 7, and 8 list all of the drinking water contaminants that were detected during the most recent sampling for the constituent. The presence of these contaminants in the water does not necessarily indicate that the water
    poses a health risk. The State Board allows us to monitor for certain contaminants less than once per year because the
    concentrations of these contaminants do not change frequently. Some of the data, though representative of the water
    quality, are more than one year old.
    _____________________________________________________________________________________________________________
    TABLE 1 – SAMPLING RESULTS SHOWING THE DETECTION OF COLIFORM BACTERIA
    Microbiological Contaminants   Highest No.     No. of months in  
    (complete if bacteria detected)    of Detections    violation                      MCL                MCLG          Typical Source of Bacteria
    Total Coliform Bacteria               (In a mo.)           0                More than 1 sample in a     0                Naturally present in the
                                                       0                                    month with a detection                         environment

    Fecal Coliform or E. coli              (In the year)        0                A routine sample and a      0                Human and animal fecal waste
                                                        0                                   routine sample detect                          
                                                                                             total coliform and either
                                                                                             sample also detects fecal
                                                                                             coliform or E. coli
    _____________________________________________________________________________________________________________
    TABLE 2 – SAMPLING RESULTS SHOWING THE DETECTION OF LEAD AND COPPER
                                                                                   90th
    Lead and Copper                                                      percentile    No. sites
    (complete if lead or copper          Sample        samples       level        exceeding
    detected in the last sample set)     Date         collected    detected        AL              AL        PHG     Typical Source of Contaminant
    Lead (ppb)                               2013             5               ND              0                15          0.2      Internal corrosion of household
                                                                                                                                                 water plumbing systems; discharges
                                                                                                                                                from industrial manufacturers;
                                                                                                                                                 erosion of natural deposits

    Copper (ppm)                           2013            5               0.39             0                1.3        0.3      Internal corrosion of household
                                                                                                                                                 plumbing systems; erosion of
                                                                                                                                                 natural deposits; leaching from
                                                                                                                                                 wood preservatives
    _____________________________________________________________________________________________________________
    TABLE 3 – SAMPLING RESULTS FOR SODIUM AND HARDNESS
    Chemical or Constituent           Sample            Level              Range of                           PHG
    (and reporting units)                Date          Detected         Detection         MCL        (MCLG)    Typical Source of Contaminant
    Sodium (ppm)                       7/8/2014            280               270-290           none          none      Salt present in the water and is
                                                                                                                                               generally aturally occurring
    Hardness (ppm)                    7/8/2014            259.5             247-272           none          none      Sum of polyvalent cations present in
                                                                                                                                                the water, generally magnesium and
                                                                                                                                                calcium, and are usualy naturally
                                                                                                                                                occurring
    ____________________________________________________________________________________________________________
    TABLE 4 – DETECTION OF CONTAMINANTS WITH A PRIMARY DRINKING WATER STANDARD
                                                                                                                                  PHG
    Chemical or Constituent               Sample         Level           Range of            MCL         (MCLG)
    (and reporting units)                      Date        Detected     Detections       (MRDL)    [MRDLG]    Typical Source of Contaminant
    Aluminum                                 7/8/2014        0.155       <0.05-0.310            1             0.6           Erosion of natural deposits;
                                                                                                                                                  residue from some surface water
                                                                                                                                                  treatment process.
    Arsenic, sources (ppb)        12/28/2015     12.4              3-29                 10           0.004       Erosion of natural deposits;
                                                                                                                                                  runoff from orchards; glass and
                                                                                                                                                  electronics production wastes.
    Arsenic, blend (ppb)                12/29/2015         9.5               3-20                 10           0.004        Erosion of natural deposits;
                                                                                                                                                  runoff from orchards; glass and
                                                                                                                                                  electronics production wastes.
    Chromium (ppb)                       7/8/2014          6.5             <10-13                50           (100)        Discharge from steel and pulp
                                                                                                                                                  mills and chrome plating
                                                                                                                                                  erosion of natural deposits
    Copper (ppm)                           7/8/2014        0.036       <0.050-0.071       (AL=1.3)       0.3          Internal corrosion of household
                                                                                                                                                  plumbing systems; erosion of
                                                                                                                                                  natural deposits; leaching                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    
                                                                                                                                                  from wood preservatives
    Fluoride (ppm)                           7/8/2014         0.41         0.40-0.42              2.0             1           Erosion of natural deposits;
                                                                                                                                                  water additive which promotes
                                                                                                                                                  strong teeth; discharge from
                                                                                                                                                  fertilizer and aluminum factories
    Hexavalent Chromium                8/13/2014       8.45            4.8-11                10            0.02         Discharge from electroplating
    VI (ppb)                                                                                                                                    factories, leather tanneries,
                                                                                                                                                  wood preservation, chemical
                                                                                                                                                  synthesis, fefractory production,
                                                                                                                                                  and textile manufacturing
                                                                                                                                                  facilities; erosion of natural
                                                                                                                                                  deposits.
    Nitrate (as Nitrogen)                  7/1/2015          0.4             0-0.8                  10             10           Runoff and leaching from
    (ppm)                                                                                                                                        fertilizer use; leaching from
                                                                                                                                                   septic tanks and sewage;
                                                                                                                                                   erosion of natural deposit
    Selenium (ppb)                          7/8/2014         4.5          <5.0-9.0                 50             30           Discharge from petroleum,
                                                                                                                                                   glass, and metal refineries;
                                                                                                                                                   erosion of natural deposits;
                                                                                                                                                   discharge from mines and
                                                                                                                                                                       chemical manufacturers; runoff
                                                                                                                                                   from livestock lots (feed
                                                                                                                                                   additive)
    Gross Alpha Particle                   9/5/2014         2.65            2.59-2.7               15             (0)          Erosion of natural deposits
    _____________________________________________________________________________________________________________
    TABLE 5 – DETECTION OF CONTAMINANTS WITH A SECONDARY DRINKING WATER STANDARD
    Chemical or Constituent                Sample         Level           Range of                               PHG
    (and reporting units)                      Date        Detected     Detections            MCL        (MCLG)    Typical Source of Contaminant
    Turbidity (Units)                         7/8/2014         2.5              <0.10                   5             None       Soil runoff
    Chloride (ppm)                           7/8/2014         275            270-280                500          None        Runoff/leaching from natural
                                                                                                                                                    deposits; seawater influence
    Iron, sources (ppb)                10/9/2015      785            0-4,100              300          None        Leaching from natural deposits;
                                                                                                                                                    industrial wastes
    Manganese, sources                    10/9/2015        36             <20-83                 50           None        Leaching from natural deposits
    (ppb)  
    Sulfate (ppm)                              7/8/2014         160           150-170                500         None        Runoff/leaching from natural
                                                                                                                                                   deposits; industrial wastes
    Total Dissolved Solids              7/8/2014      1,100      1,100-1,100          1000       None       Runoff/leaching from natural
    (TDS), sources (ppm)                                                                                                              deposits
    Total Dissolved Solids                   11/3/2015        848                                     1000         None        Runoff/leaching from natural
    (TDS), post Greensand,                                                                                                                 deposits
    (ppm)
    Zinc (ppm                                    7/8/2014        0.340       <0.050-0.680           5.0         None        Runoff/leaching from natural
                                                                                                                                                    deposits; industrial wastes
    _____________________________________________________________________________________________
    TABLE 6 – DETECTION OF UNREGULATED CONTAMINANTS
    Chemical or Constituent                 Sample          Level           Range of        
    (and reporting units)                            Date          Detected       Detections          Notification Level         Health Effects Language
    Total Trihalomethanes                  8/2/2015           46                                              80                    Some people who drink water
    (TTHM) (ppb)                                                                                                                               containing trihalomethanes in
                                                                                                                                                     excess of the MCL over many
                                                                                                                                                     years may experience liver,
                                                                                                                                                     kidney, or central nervous
                                                                                                                                                     system problems, and may
                                                                                                                                                     have an increased risk of
                                                                                                                                                     getting cancer
    Total Haloacetic Acids                    8/3/2015           12                                              60                   Some people who drink water
                                                                                                                                                     containing haloacetic acids in
                                                                                                                                                     excess of the MCL over many
                                                                                                                                                     years may have an increased
                                                                                                                                                     risk of getting cancer
    *Any violation of an MCL, MRDL, or TT is asterisked. Additional information regarding the violation is provided later in this report.
    _____________________________________________________________________________________________________________

    Additional General Information on Drinking Water
    Drinking water, including bottled water, may reasonably be expected to contain at least small amounts of some contaminants. The presence of contaminants does not necessarily indicate that the water poses a health risk. More information about contaminants and potential health effects can be obtained by calling the USEPA’s Safe Drinking Water Hotline (1-800-426-4791).

    Some people may be more vulnerable to contaminants in drinking water than the general population. Immuno-compromised persons such as persons with cancer undergoing chemotherapy, persons who have undergone organtransplants, people with HIV/AIDS or other immune system disorders, some elderly, and infants can be particularly at riskfrom infections. These people should seek advice about drinking water from their health care providers. USEPA/Centersfor Disease Control (CDC) guidelines on appropriate means to lessen the risk of infection by Cryptosporidium and other
    microbial contaminants are available from the Safe Drinking Water Hotline (1-800-426-4791).
    _____________________________________________________________________________________________________________
    Summary Information for Violation of a MCL, MRDL, AL, TT,
          or Monitoring and Reporting Requirement

    VIOLATION OF A MCL, MRDL, AL, TT, OR MONITORING AND REPORTING REQUIREMENT
                                                                                                         Actions Taken to Correct                  Health Effects
    Violation                  Explanation                    Duration                        the violations                           Language    
       
    *Arsenic             Well #2 has Arsenic                Ongoing                    Well #1 & Well #2                     Some people who
                           levels over the MCL.                                                    are blended to                               drink water
                                                                                                                reduce the Arsenic                      containing arsenic
                                                                                                               level below the MCL                       in excess of the
                                                                                                              (see "Arsenic, Blend"                      MCL over many
                                                                                                                             row).                                       years may
                                                                                                                                                                         experience skin
                                                                                                                                                                             damage or
                                                                                                                                                                        circulatory system
                                                                                                                                                                        problems, and may
                                                                                                                                                                         have an increased
                                                                                                                                                                            risk of getting
                                                                                                                                                                                cancer.
    *Iron                        Quarterly well                    Since 1995                   Greensand filter                                  None
                                     monitoring                                                                     system
    *Total Dissolved   High levels in July,                 July 2014                     Not available                                      None
         Solids                      2014         



    Drinking Water Source Assessment

    Water System
    BEST ROAD MWC
    San Benito County

    Water Source
    WELL 01

    Assessment Date
    August, 2002

    Assessment Completed By
    CDPH Monterey District

    __________________________________________________________________

    California Department of Public Health
    Drinking Water Field Operations Branch
    CDPH Monterey District

    District No.    05
    System  No.    3500823
    Source No.     002
     PS Code      3500823-002


    Vulnerability Summary
    District Name: CDPH Monterey District    District No: 5    County: San Benito
    System Name: BEST ROAD MWC    System No: 3500823    Source Name: WELL 01    Source No: 002    PS CODE: 3500823-002
    Completed by: CDPH Monterey District    Date: August, 2002

    According to CDPH records, this Source is Groundwater. This Assessment was done using the Default Groundwater System Method.

    A source water assessment was conducted for the WELL 01 of the BEST ROAD MWC water system in August, 2002
    .
    The source is considered most vulnerable to the following activities associated with contaminants detected in the water supply:
    Septic systems - low density [<1/acre]
    The source is considered most vulnerable to the following activities not associated with any detected contaminants:
    Crops, nonirrigated [e.g., Christmas trees, grains, grass seeds, hay,
    Transportation corridors - Roads/Streets
    Storm Water Detention Facilities

    Discussion of Vulnerability
    Well 01 is considered most vulnerable to low density septic systems. This activity is associated with the contaminant nitrate, which has been detected in the water supply. The well is also considered vulnerable to the following activity not associated with any detected contaminants: storm water detention facilities.

    Although outside of the 10 year zone of influence, there is a landfill located approximately 1 mile from the wells. This landfill could have long term effects on water quality in the area.

    A copy of the complete assessment may be viewed at:
    Best Road MWC
    P.O. Box 395
    Hollister, CA 95024

    You may request a summary of the assessment be sent to you by contacting:
    Gary Solmonson
    President
    (831) 634-0144
    garwsol@hotmail.com

    Vulnerability Ranking
    The following PCAs were identified in the assessment and are listed in priority order based on risk to the water supply. Refer to the last page for more information.
                                                                                                                           PCA Risk     Zone        PBE       Vulnerability
    Zone       PCA (Risk Ranking)                                                                       *      Points         Points       Points    Score

    B5           Septic systems-low density [<1/acre] (H in Zone A, otherwise L)        *         1                 3               3           7
    B10         Septic systems-low density [<1/acre] (H in Zone A, otherwise L)        *         1                 1               3           5
    A             Crops, nonirrigated [e.g., Christmas trees, grains, grass seeds, hay,              1                 5               3           9
                 pasture] [includes drip-irrigated crops] (L)
    A             Transportation corridors-Roads/Streets (L)                                                  1                 5               3           9
    B5           Storm Water Detention Facilities (M)                                                           3                 3               3           9

    Explanation of Source Water Assessments and Definition of Terms
    A source water assessment was recently completed for this drinking water source. The assessment identifies the vulnerability of the drinking water supply to contamination from typical human activities. The assessments are intended to facilitate and provide the basic information necessary for a local community to develop a program to protect the drinking water supply.

    A summary of the complete assessment is provided here. For more information, contact the agency or individual that prepared the assessment (shown in summary). You may also contact the local Department of Public Health Drinking Water Field Operations Branch district office (http://www.cdph.ca.gov/programs/Documents/DDWEM/OriginalDistrictMapCDPH.pdf).
    Additional information about assessments can be found at: http://www.cdph.ca.gov/certlic/drinkingwater/Pages/DWSAP.aspx

    Terms used in this summary:
    Source Water Assessment: An assessment is an evaluation of a drinking water source to determine the "possible contaminating activities" (PCAs) to which the source is most vulnerable. The assessment includes: a delineation of protection zones around the source; an inventory of the types of PCAs within the source protection zones; and an analysis to determine the PCAs to which the source is most vulnerable. The information is compiled into a report that includes a map, calculations, checklists, and a summary of the findings.

    Possible Contaminating Activity (PCA): A PCA is a current or historic human activity that is an actual or potential origin of contamination for a drinking water source. PCAs include activities that use, store, produce or dispose of chemicals that have the potential to contaminate drinking water supplies. There are 110 types of PCAs in the California DWSAP program.

    PCA Risk Ranking: Each type of PCA is assigned a risk ranking (Very High, High, Moderate, or Low). The risk ranking is based on the contaminant(s) typically associated with that PCA, the likelihood of release from that type of facility based on historical experience, and the mobility of the contaminant(s).

    PCA Inventory: The PCA inventory is a review using local knowledge, databases, and on-site evaluations to identify the occurrence and approximate location of PCAs in the source water zones. The inventory for the basic DWSAP assessments is a presence-absence review. If a type of PCA occurs in a zone, a "Yes" is noted in the inventory for that zone, regardless of whether there is one or many of that type of facility within the zone. If a PCA has been associated with a contaminant detected in the water supply, a notation is made in the PCA inventory.

    Source Water Zones or Areas: These are areas located around and typically adjacent to a drinking water source that have been identified as initial protection areas.
              For groundwater sources, there are typically three concentric circular zones around a source (Zones A, B5 and B10). The sizes of the are determined based on characteristics of the source. PCAs located in the inner Zone A are considered more of a risk to the water supply than PCAs located in the middle Zone B5. Similarly, PCAs located in Zone B5 are considered more of a risk than PCAs located in the outer Zone B10.
              For surface water sources, the watershed is defined as the overall protection area, and as an option, zones are defined closer to the source. Two types of zones are typically established. Zone A is the area within and near the surface water body and its tributaries. Zone B is an area within 2,500 feet of the intake, not including areas in Zone A. For surface water sources, PCAs located in Zone A are considered a greater threat than PCAs located in Zone B. PCAs located on the watershed outside of the zones are considered to be of less risk to the water supply. If zones have not been defined, PCAs are considered to be of equal risk regardless of location on the watershed.

    Physical Barrier Effectiveness (PBE): The PBE for a source is an evaluation of the ability of the source and the surrounding area to prevent the movement of contaminants into the source. The PBE is based on the construction and operation features of the source, and the characteristics of the surrounding area. A source is assigned a PBE of Low, Moderate or High, where High indicates that the physical barriers of the source and site are very effective in preventing the movement of contaminants. By design, typical groundwater sources will have Moderate PBE, while typical surface water sources will have Low PBE. This is due to the greater exposure of surface water sources to contamination.

    Vulnerability Ranking: The vulnerability ranking is a summary of the PCAs identified in the assessment prioritized by the risk that they pose to the water supply. The prioritization is based on the risk associated with a PCA, the zone in which it occurs, and the PBE of the source. In the vulnerability ranking, points are assigned as follows:

    PCA risk ranking                                  Very High = 7       High = 5       Moderate = 3       Low = 1       Unknown in any zone = 0
    Zone (Groundwater)                            A =5                    B5 = 3          B10 = 1               
    Zone (Surface water with zones)           A = 5                   B = 3            Watershed = 1     
    Zone (Surface water without zones)      Watershed = 5      
    Physical Barrier Effectiveness                Low = 5               Moderate = 3 High = 1

    The points for each type of PCA in each zone are totaled to give a vulnerability score, and the PCAs are ranked in order from the highest score to the lowest score. PCAs associated with detected contaminants are ranked at the top, regardless of vulnerability score. By definition, groundwater sources are not considered vulnerable to PCAs with scores less than 8, and surface water sources are not considered vulnerable to PCAs with scores less than 11. It should be noted that the vulnerability ranking scores do not have a direct quantitative value. Rather, the points are used only to relatively rank the types of PCAs for an individual source.
          Note: Some of the summaries do not include a vulnerability ranking. If the assessment was done on paper and the details were not entered into the database, the vulnerability ranking is not available here. In addition, alternate methods of determining vulnerability were allowed in some cases, and the vulnerability ranking is not in the database.

    Vulnerability Summary: The source is considered most vulnerable to the PCAs with the highest score, and to PCAs associated with detected contaminants. These PCAs are noted in the vulnerability summary. Further details or discussion may be provided in the vulnerability discussion.


    Drinking Water Source Assessment

    Water System
    BEST ROAD MWC
    San Benito County

    Water Source
    WELL 02

    Assessment Date
    August, 2002


    Assessment Completed By
    CDPH Monterey District
    __________________________________________________________________

    California Department of Public Health
    Drinking Water Field Operations Branch
    CDPH Monterey District


    District No.    05
    System No.     3500823
    Source No.     003
     PS Code      3500823-003

    Vulnerability Summary
    District Name: CDPH Monterey District    District No: 5    County: San Benito
    System Name: BEST ROAD MWC    System No: 3500823    Source Name: WELL 02    Source No: 002    PS CODE: 3500823-002
    Completed by: CDPH Monterey District    Date: August, 2002

    According to CDPH records, this Source is Groundwater. This Assessment was done using the Default Groundwater System Method.

    A source water assessment was conducted for the WELL 02 of the BEST ROAD MWC water system in August, 2002
    .
    The source is considered most vulnerable to the following activities not associated with any detected contaminants:
    Storm Water Detention Facilities

    Discussion of Vulnerability
    Although outside of the 10 year zone of influence, there is a landfill located 1 mile from the wells. This landfill could have long term effects on water quality in the area.

    A copy of the complete assessment may be viewed at:
    Best Road MWC
    P.O. Box 395
    Hollister, CA 95024

    You may request a summary of the assessment be sent to you by contacting:
    Gary Solmonson
    President
    (831) 634-0144
    garwsol@hotmail.com

    Vulnerability Ranking
                                                                                                                           PCA Risk     Zone        PBE       Vulnerability
    Zone       PCA (Risk Ranking)                                                                       *      Points         Points       Points    Score
    A            Storm Water Detention Facilities (M)                                                        3                5              3           11
    A             Crops, nonirrigated [e.g., Christmas trees, grains, grass seeds, hay,           1                5               3           9
                 pasture] [includes drip-irrigated crops] (L)
    A             Transportation corridors-Roads/Streets (L)                                               1                5               3           9

    Explanation of Source Water Assessments and Definition of Terms
    A source water assessment was recently completed for this drinking water source. The assessment identifies the vulnerability of the drinking water supply to contamination from typical human activities. The assessments are intended to facilitate and provide the basic information necessary for a local community to develop a program to protect the drinking water supply.

    A summary of the complete assessment is provided here. For more information, contact the agency or individual that prepared the assessment (shown in summary). You may also contact the local Department of Public Health Drinking Water Field Operations Branch district office (http://www.cdph.ca.gov/programs/Documents/DDWEM/OriginalDistrictMapCDPH.pdf).
    Additional information about assessments can be found at: http://www.cdph.ca.gov/certlic/drinkingwater/Pages/DWSAP.aspx

    Terms used in this summary:
    Source Water Assessment: An assessment is an evaluation of a drinking water source to determine the "possible contaminating activities" (PCAs) to which the source is most vulnerable. The assessment includes: a delineation of protection zones around the source; an inventory of the types of PCAs within the source protection zones; and an analysis to determine the PCAs to which the source is most vulnerable. The information is compiled into a report that includes a map, calculations, checklists, and a summary of the findings.

    Possible Contaminating Activity (PCA): A PCA is a current or historic human activity that is an actual or potential origin of contamination for a drinking water source. PCAs include activities that use, store, produce or dispose of chemicals that have the potential to contaminate drinking water supplies. There are 110 types of PCAs in the California DWSAP program.

    PCA Risk Ranking: Each type of PCA is assigned a risk ranking (Very High, High, Moderate, or Low). The risk ranking is based on the contaminant(s) typically associated with that PCA, the likelihood of release from that type of facility based on historical experience, and the mobility of the contaminant(s).

    PCA Inventory: The PCA inventory is a review using local knowledge, databases, and on-site evaluations to identify the occurrence and approximate location of PCAs in the source water zones. The inventory for the basic DWSAP assessments is a presence-absence review. If a type of PCA occurs in a zone, a "Yes" is noted in the inventory for that zone, regardless of whether there is one or many of that type of facility within the zone. If a PCA has been associated with a contaminant detected in the water supply, a notation is made in the PCA inventory.

    Source Water Zones or Areas: These are areas located around and typically adjacent to a drinking water source that have been identified as initial protection areas.
              For groundwater sources, there are typically three concentric circular zones around a source (Zones A, B5 and B10). The sizes of the are determined based on characteristics of the source. PCAs located in the inner Zone A are considered more of a risk to the water supply than PCAs located in the middle Zone B5. Similarly, PCAs located in Zone B5 are considered more of a risk than PCAs located in the outer Zone B10.
              For surface water sources, the watershed is defined as the overall protection area, and as an option, zones are defined closer to the source. Two types of zones are typically established. Zone A is the area within and near the surface water body and its tributaries. Zone B is an area within 2,500 feet of the intake, not including areas in Zone A. For surface water sources, PCAs located in Zone A are considered a greater threat than PCAs located in Zone B. PCAs located on the watershed outside of the zones are considered to be of less risk to the water supply. If zones have not been defined, PCAs are considered to be of equal risk regardless of location on the watershed.

    Physical Barrier Effectiveness (PBE): The PBE for a source is an evaluation of the ability of the source and the surrounding area to prevent the movement of contaminants into the source. The PBE is based on the construction and operation features of the source, and the characteristics of the surrounding area. A source is assigned a PBE of Low, Moderate or High, where High indicates that the physical barriers of the source and site are very effective in preventing the movement of contaminants. By design, typical groundwater sources will have Moderate PBE, while typical surface water sources will have Low PBE. This is due to the greater exposure of surface water sources to contamination.

    Vulnerability Ranking: The vulnerability ranking is a summary of the PCAs identified in the assessment prioritized by the risk that they pose to the water supply. The prioritization is based on the risk associated with a PCA, the zone in which it occurs, and the PBE of the source. In the vulnerability ranking, points are assigned as follows:

    PCA risk ranking                                  Very High = 7       High = 5       Moderate = 3       Low = 1       Unknown in any zone = 0
    Zone (Groundwater)                            A =5                    B5 = 3          B10 = 1               
    Zone (Surface water with zones)           A = 5                   B = 3            Watershed = 1     
    Zone (Surface water without zones)      Watershed = 5      
    Physical Barrier Effectiveness                Low = 5               Moderate = 3 High = 1

    The points for each type of PCA in each zone are totaled to give a vulnerability score, and the PCAs are ranked in order from the highest score to the lowest score. PCAs associated with detected contaminants are ranked at the top, regardless of vulnerability score. By definition, groundwater sources are not considered vulnerable to PCAs with scores less than 8, and surface water sources are not considered vulnerable to PCAs with scores less than 11. It should be noted that the vulnerability ranking scores do not have a direct quantitative value. Rather, the points are used only to relatively rank the types of PCAs for an individual source.
          Note: Some of the summaries do not include a vulnerability ranking. If the assessment was done on paper and the details were not entered into the database, the vulnerability ranking is not available here. In addition, alternate methods of determining vulnerability were allowed in some cases, and the vulnerability ranking is not in the database.

    Vulnerability Summary: The source is considered most vulnerable to the PCAs with the highest score, and to PCAs associated with detected contaminants. These PCAs are noted in the vulnerability summary. Further details or discussion may be provided in the vulnerability discussion.
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