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Well Water Analysis: Anderson <br /> 8/27199 5H2/OO 8I3IO1 Primary Secondary <br /> Standards Standards <br />Analyte Result Result Result MCLG MCL Sources of Contaminant in Drinking Water <br /> <br />Im9..-..- <br />. 'n9.-. .~mg mg _ <br />Coliforms, total Not ND <br />'I 2/100m1 I i See enclosed informational matenal <br /> <br />~ ~ ~ anal zed . <br />Y ) <br />l ( <br /><1I100m1 J - <br />I <br />_ pH 7.1 I-... 6:8 ~ 7 2 I n/a ~ Na I 6 5_ to 8_.5_ _ <br />Ndrate as N ~ 2 30 ~ 1.67 I 1.88 ~ 10 ~ 10 i nla Runoff from lertillzer use leaching Irom septic tanks <br /> I se a erosion of natural de osits <br />NitralrJNitrke az N 2.30 ~ 1 67 ii 1.88 i 10 ~ 10 ~~ nla !Runoff from fertilzer use; leaching from septic tanks, <br />_ I _ _ _ _ _ <br />~ ~ ~~~~ ~~ I _ <br />~ ~ ~ ~ ;sewage; erosion of natural deposits <br />Nitrite as N ND (<0.01) i ND (<0.01) I ND ~ 1 1 j <br />rda ;Runoff from fertilizer use; leaching from septic tanks, <br /> .~i.... __ ........ .... .. I _. ._ -..~-. -('0.01).-i ..-_L. _._-- .- -- _~.---- ~ sewage;.erosion of natural deP~its <br /> <br />OilBGrease _..-..-.. .. <br />I -ND{<2) <br />ND.~`.?). ...~ <br />___ <br />NQ(<.?)_-_~.. <br />-.-... n/a L <br />n/a - <br />_ <br />n/a <br />I . . <br />.. ... ... ..... .. ..... ... .. <br /> <br />Benzene <br />~ Nat , <br />~ ND ~ <br />0.0003 J ' <br />0.00 .. <br />_. _.-.-. <br />0.005 . <br />.._.-.. <br />n/a _. ..._.. <br />Breakdown product of gasoline, discharge from factories, <br />- <br /> <br />_ <br />~ ~ <br />! analyzed <br />-(<0.000__2_) _ ~ <br />_ ~ ' <br />~ <br />__ _ <br />_ _ __ - <br />;. leaching Irom gas storage tanks and landfills <br /> <br />Toluene <br />Not <br />~ ND <br />ND <br />1 <br />1 <br />~ n/a _ <br />Breakdown product or gasoline; discharge Irom petroleum <br />- _. - analyzed <br />_ <br />- (<0.0002_) <br />~ ~ ~~ (<0.000.2) <br />... _; _ I factories <br /> <br />Ethylbenzene <br />~ Not <br />i <br />ND <br />ND <br />0.7 <br />0 7 __ <br />~~ Na _ <br />I Breakdown product of gasoline; discharge from petroleum <br />.. - <br />analyzetl - ! (<0.0002) . (<0 0002) . I ~ _ <br />~ i _ _ <br />~ <br />~ i lactories <br />Xylenes (total) Not I ND ND I 10 ~ 10 I <br />n/a I Breakdown product M gasoline, discharge fawn petroleum <br /> <br />~ _ _a_nalyzed <br />~ ~ (<0.0002) <br />' .{<0.0002) _ I <br />-- <br />~ <br />~~ ~~ ; ~ .factories; discharge from chemical lactones <br />Total Extractable ~ <br />Not ND ~ ND ~ i ~~ ~~ - - <br />PetroleumHydrocarbons ! analyzed ~ <br />(<0:0001) j (<00001) <br />l ~ I <br /> <br />_.. <br />( otal Dissolved Solids <br /> <br />410 . <br />~-. <br />400 <br />-..-.. <br />430 ~ <br />..... .. <br />n/a <br />. <br />... <br />Na _ <br /> <br />500 <br /> <br />~ ~ - - <br />TDS I <br />... <br />. i <br />Primary Standards - National legally enforceable standards that apply to public water systems. <br />MCLG - Maximum Contaminant Level Goal. EPA established level d a contaminant in drinking water belay which there is no known or expected risk to health. <br /> MCLGs allay for a margin of safety <br />MCL - Maximum Contaminant Level EPA established highest level of a contaminant that is allowed in drinking water. MCLs are set az Gose to tha MCLGs as <br /> feasible using the best available treatment technology. <br />Secondary Standards - National non~nforceable guidelines regulating contaminants that may rouse cosmetic effects (such az skin or tooth discoloration) or aesthetic effects <br /> (such as taste, odor, or cdor) in drinking water. <br />n/a - no established standards <br />ND - Analyte was analyzed for but not detected, detection limit given in parentheses <br />mg/L - Milligrams Der liter or parts per million (ppm) <br />J - Analyte concentration detected at a value between method detection limit and the practical quantitation limit <br />C <br />J <br />• <br />