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LWFDQGLVVROYHQDWXUDOO\RFFXUULQJPLQHUDOVDQGUDGLRDFWLYHPDWHULDO DQGFDQSLFNXSVXEVWDQFHVUHVXOWLQJIURPWKHSUHVHQFHRIDQLPDOV RUIURPKXPDQDFWLYLW\3RVVLEOHFRQWDPLQDQWVFRQVLVWRI Microbial contaminantsVXFKDVYLUXVHVDQGEDFWHULDZKLFKPD\ FRPHIURPVHZDJHWUHDWPHQWSODQWVVHSWLFV\VWHPVDJULFXOWXUDO OLYHVWRFNRSHUDWLRQVDQGZLOGOLIH Inorganic contaminantsVXFKDVVDOWVDQGPHWDOVZKLFKFDQ EHQDWXUDOO\RFFXUULQJRUUHVXOWIURPXUEDQVWRUPZDWHUUXQR΍ LQGXVWULDORUGRPHVWLFZDVWHZDWHUGLVFKDUJHVRLODQGJDV SURGXFWLRQPLQLQJRUIDUPLQJ 3HVWLFLGHVDQGKHUELFLGHVZKLFKPD\FRPHIURPDYDULHW\RIVRXUFHV VXFKDVDJULFXOWXUHXUEDQVWRUPZDWHUUXQR΍DQGUHVLGHQWLDOXVHV 2UJDQLFFKHPLFDOFRQWDPLQDQWVLQFOXGLQJV\QWKHWLFDQGYRODWLOH RUJDQLFFKHPLFDOVZKLFKDUHE\SURGXFWVRILQGXVWULDOSURFHVVHVDQG SHWUROHXPSURGXFWLRQDQGFDQDOVRFRPHIURPJDVVWDWLRQVXUEDQ VWRUPZDWHUUXQR΍DQGVHSWLFV\VWHPV 5DGLRDFWLYHFRQWDPLQDQWVZKLFKPD\EHQDWXUDOO\RFFXUULQJRU WKHUHVXOWRIRLODQGJDVSURGXFWLRQDQGPLQLQJDFWLYLWLHV ΖQRUGHUWRHQVXUHWKDWWDSZDWHULVVDIHWRGULQN86(3$SUHVFULEHV UHJXODWLRQVWKDWOLPLWWKHDPRXQWRIFHUWDLQFRQWDPLQDQWVLQZDWHU SURYLGHGE\SXEOLFZDWHUV\VWHPV)'$UHJXODWLRQVHVWDEOLVKOLPLWV IRUFRQWDPLQDQWVLQERWWOHGZDWHUZKLFKPXVWSURYLGHWKHVDPH SURWHFWLRQIRUSXEOLFKHDOWK D-TALES DEERFIELD.IL.US 5 :DWHU4XDOLW\'DWDȂ-DQXDU\WR'HFHPEHU 6 Turbidity – Tested at regular intervals at least six times each day by the City of Highland Park Treatment Technique Your Water Violation Typical Source of Other Requirement Contamination Information 95% of samples at or All samples No Suspended organic below 0.3 NTU below 0.3 NTU & inorganic particles No sample greater Highest sample No Suspended organ- ic than 1 NTU = 0.066 NTU & inorganic parti- cles Disinfectants – Samples are collected every month from 20 locations throughout the Village Analyte Range Minimum MRDLG MRDL Violation Typical Source of Low High Level Allowed Contamination Chlorine 0.51 1.85 0.50 4 4 NO Water additive used to (ppm) as CL2 control microbes Disinfectant By-Products – Samples are collected every 90 days from two locations within the Village water system Analyte Highest Range MCLG MCL Violation Typical Source of Result Low High Contamination Total Haloacetic Acids 17.5 14.7 21.1 n/a 60 NO By product of drinking [HAAs] (ppb) water chlorination TTHM [Total 44.6 27.3 62.2 n/a 80 NO By product of drinking Trihalomethanes] (ppb) water chlorination Some sample results for regulatory compliance are based on a running annual average (RAA) of quarterly samples. This is the case for HAAs and TTHMs. The highest result listed above is the highest RAA for the four quarters and not the highest level detected. Note: There is convincing evidence that addition of a disin- fectant is necessary for control of microbial contaminants. Regulated Inorganic Contaminants (IOC) – Tested by the City of Highland Park annually from a single location in the water system Analyte Your MCLG MCL Violation Typical Source of Water Contamination %DULXPSSP 12 'LVFKDUJHRIGULOOLQJZDVWHV'LVFKDUJHIURPPHWDOUHÀQHULHV Erosion of natural deposits &KORULGHSSP QD 12 1DWXUDOO\RFFXUULQJUXQRරIURPURDGVDOW Fluoride (ppm) 0.729 4 4 NO Erosion of natural deposits; water additive that promotes strong teeth; discharge from fertilizer and aluminum factories 1LWUDWH>PHDVXUHG 12 5XQRරIURPIHUWLOL]HUXVHOHDFKLQJIURPVHSWLFWDQNVDQG as Nitrogen] (ppm) sewage; erosion of natural deposits Sulfate (ppm) 23 n/a 250 NO Naturally occurring; discharge from metal factories Zinc (ppm) 0,080 n/a 5 NO Naturally occurring; discharge from metal factories * All tests were single samples ΖQDGGLWLRQWRWKHDERYHPHQWLRQHGWHVWV'HHUȴHOGFRQWLQXRXVO\PRQLWRUVDQGWHVWV\RXUZDWHUWKURXJKRXUZDWHUFRQWUROV\VWHPDVZHOODV ZHHNO\SK\VLFDOVDPSOHV7KHVHVDPSOHVDUHVXEPLWWHGWRWKHΖ(3$FHUWLȴHG&HQWUDO/DNH&RXQW\-RLQW$FWLRQ:DWHU$JHQF\IRUDQDO\VLV7KLV HQVXUHVDUDSLGUHVSRQVHVKRXOGWKHUHHYHUEHDSUREOHP )RUWKHFRQVXPHUFRQȴGHQFHUHSRUWWKH9LOODJHIDLOHGWRLQFOXGHWKHUHVXOWVIRU1LWUDWHPHDVXUHGDVQLWURJHQ)RUWKH\HDUWKHKLJKHVW OHYHOGHWHFWHGZDVSSP1LWUDWHVKDVDQ0&/*DQG0&/RISSP7KHUHZDVQRYLRODWLRQDVVRFLDWHGIRUWKLVUHVXOW 7XUELGLW\LVDPHDVXUHPHQWRIWKHFORXGLQHVVRIWKH ZDWHUFDXVHGE\VXVSHQGHGSDUWLFOHV7XUELGLW\LV PRQLWRUHGEHFDXVHLWLVDJRRGLQGLFDWRURIZDWHU TXDOLW\DQGWKHH΍HFWLYHQHVVRIWKHȴOWUDWLRQV\VWHP DQGGLVLQIHFWDQWV Non-Regulated Inorganic Contaminants 7KHFRQWDPLQDQWVEHORZDUHQRWFXUUHQWO\UHJXODWHGLQGULQNLQJZDWHUE\WKH86(3$RUΖ(3$0DQ\RIWKHVHDUHDQDO\]HGLQRUGHUWRPRQLWRUWKH H΍HFWLYHQHVVRIRXUFRUURVLRQFRQWUROSURJUDP$QRSWLPL]HGFRUURVLRQFRQWUROSURJUDPUHGXFHVWKHDPRXQWRIOHDGWKDWPD\OHDFKIURPSOXPELQJ V\VWHPVLQWRWKHGULQNLQJZDWHU $OOWHVWVDUHVLQJOHVDPSOHV Analyte Your MCLG MCL Date Typical Source of Water Contamination Contamination Alkalinity, Total (ppm) 100 n/a n/a 2023 Erosion from naturally occurring deposits. Calcium (ppm) 34 n/a n/a 2023 Erosion from naturally occurring deposits. Chromium Hexavalent 0.00053 n/a n/a 2023 Naturally occurring; discharge of dye and paint pigments, wood preservatives, (ppm) and chrome plating Copper 0.0048 n/a n/a 2021 Erosion from naturally occurring deposits; leaching from wood preservatives Hardness, Total 130 n/a n/a 2023 Erosion from naturally occurring deposits. (ppm as CaCo3) Magnesium (ppm) 12 n/a n/a 2023 Erosion from naturally occurring deposits. PFOA (ppt) 2.5 n/a n/a 2023 Man-made chemicals used in a variety of industrial and consumer products VXFKDVFDUSHWDQGFORWKLQJWUDWPHQWVDQGÀUHÀJKWLQJIRDPV PFOS (ppt) 2.5 n/a n/a 2023 Man-made chemicals used in a variety of industrial and consumer products VXFKDVFDUSHWDQGFORWKLQJWUDWPHQWVDQGÀUHÀJKWLQJIRDPV Sodium (ppm) 11 n/a n/a 2023 Erosion of natural deposits; used in water softener regeneration Total Dissolved 140 n/a n/a 2023 Comprised of inorganic salts, dissolved organic matter, chemicals used in the Solids water treatment process, and the piping or hardware used to distribute the water 1RWH3)2$DQG3)26DUHSDUWRIDODUJHUJURXSRIFKHPLFDOVFDOOHGSHUDQGSRO\ÁXRURDON\OVXEVWDQFHVRU3)$6&XUUHQWO\WKHUHLVQR6WDWHRU)HGHUDO0&/IRU any of the more than 5,000 known PFAS compounds. The USEPA has proposed a MCL of 4 ppt for PFOA and 4 ppt for PFOS. 1RWH7KHUHLVQR6WDWHRU)HGHUDO0&/IRUVRGLXP0RQLWRULQJLVUHTXLUHGIRULQIRUPDWLRQWRFRQVXPHUVDQGKHDOWKR඼FLDOVWKDWDUHFRQFHUQHGDERXWVRGLXP intake due to dietary precautions. If the level is greater than 20 ppm and you are on a sodium-restricted diet, you should consult a physician. Lead Lead Action Lead 90th #Sites Over Copper Copper Action Copper 90th #Sites Over Likely Source of MCLG Level (AL) Percentile Lead AL MCLG Level (AL) Percentile Copper AL Contamination 0 15ppb 0 ppb 0 1.3ppm 1.3 ppm 0.19 ppm 0 Corrosion of household plumbing systems; Erosion of natural deposits /HDGDQG&RSSHU 7KHΖ(3$OHDGDQGFRSSHUWHVWLQJSURJUDPEHJDQLQ'XHWR FRQVLVWHQWORZFRQFHQWUDWLRQOHYHOVRIOHDGDQGFRSSHUWKH9LOODJHKDV EHHQSODFHGRQDUHGXFHGWHVWLQJF\FOHE\WKHΖOOLQRLV(QYLURQPHQWDO 3URWHFWLRQ$JHQF\Ζ(3$DQGLVRQO\UHTXLUHGWRWHVWHYHU\WKUHH \HDUV&XUUHQWO\DURXQGRIWHVWLQJFRQVLVWVRIVDPSOHV2XUPRVW UHFHQWURXQGRIOHDGDQGFRSSHUWHVWLQJWRRNSODFHLQZLWKDOO VDPSOHVUHSRUWLQJEHORZWKHDFWLRQOHYHOVIRUOHDGDQGFRSSHU&RSLHV RIWKHOHDGVDPSOLQJUHVXOWVDUHDYDLODEOHDWWKH9LOODJHDQG3XEOLF :RUNV2XUQH[WURXQGRIWHVWLQJZLOORFFXULQ 7KH9LOODJHRI'HHUȴHOGLVLQIXOOFRPSOLDQFHZLWKDOO6WDWHDQG)HGHUDO UHJXODWLRQVJRYHUQLQJWKHFRQWURORIOHDGDQGFRSSHUZLWKLQSXEOLF GULQNLQJZDWHUVXSSOLHVΖISUHVHQWHOHYDWHGOHYHOVRIOHDGFDQFDXVH 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- Food, Friends and Fun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ȴHOGLOXV)DUPHUV0DUNHW HGXFDWLRQDOFDPSDLJQV WRHQJDJHUHVLGHQWVDQG HQFRXUDJHSDUWLFLSDWLRQ (DUOLHUWKLV\HDU0U /LFKWHUPDQVKDUHG 'HHUȴHOGȇVFOLPDWHLQLWLDWLYHV RQ(DUWK'D\DW/DQ]D-HW DOHDGLQJVXVWDLQDEOHIXHOV WHFKQRORJ\FRPSDQ\EDVHG LQ'HHUȴHOG7KLVSDUWQHUVKLS H[HPSOLȴHVWKHYLOODJHȇV FRPPLWPHQWWRZRUNLQJZLWK ORFDOEXVLQHVVHVWRDFKLHYH LWVFOLPDWHJRDOV 'HHUȴHOGORRNVIRUZDUGWR FRQWLQXHGFROODERUDWLRQZLWK WKHEXVLQHVVFRPPXQLW\ DQGUHVLGHQWVWRGULYH 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The population remained in the 17,000-18,000 range from 1970 through 2010. The biggest population boom occurred between 1950 and 1960 when the population swelled from 3,288 to 11,786 residents, a 258% increase, and a far cry from the 1910 Census with just 476 residents. 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