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Home My WebLink AboutReel_0057B ~~a:r-----v- ~. - - Ji"~-t~~.==~.~:..-;;.=",~ ..-..__.....-.........'........-,...~.~'Ir""'""I'.,-, nil1 ,\~wg'~ .~ lfl[-)fT-~' 11 18tt,UJli ---r:7WT~~ .~r 1~1rTJ'\ r. :.. ;"':.:'~--t1~~,...V'.:....~........~.;:::,:;..:.; .;'~~~--:.~"""t, l :".:_ ""-;,,,-_ ;1.~~__.; ~~~~;,..'~4~~~~-:."i~......i~~~" ~::~;~~.~,<;:'2/.,,~~~ . ",:;- ~- ... - r :::-.....: _".~ ~,. "..;'-.'::::":- __.1.....""_ "':- -~.-:;-..~!~..,;~:..~~...;;....;:..;~...~","1';~ '~_,!:,I.p,:;.: ~"..:::,~~":7~'~ ;"..:..,. .~L.,.",~.",""",,,, .-!7~",",~" ..,.... -,., H~l: .:dJ .. ""'___~"~""'H..;:t..Jt;..~~",I..",""V;.!'il;'~l!;Y..~ _....._~'" .~ ''''''''~'. ,~. "I., "'~t. J.rp;f .UfH .l r" ~..,-: ~ ~~ . Lsndllll Conld. . all surface ronoff from adjacent areas'is diverted around the landfill surface; . groundwater does not enter the landfill through the sidewalls or bottom; . all water movement through the landfill is verti- cally downward; . the landfill is at field capacity; . no recycling of leachate or co-disposal of liquid is occurring. Use of the water balance eCluation reveals that weather conditions have a primarY influence over the amount of potential percolation and possible leachate production. In humid regions, where precipitation exceeds evapotranSpiration, the amount of percolation will be much higher than in drier regions for similar landfill covers, However, percolation can still be expected in dry areas if the amount of inliItration into the cover exceeds the soil's moisture holding capacity anc;l the Table Four Summary or MSW Leachate Chemical Characterlsllcs (Wisconsin MSW Leachate) Range Reported l'tPI,ol Literature Parameters values RonoB (mol1) (mol1) T. Alkalinity 50 500-10.000 0-20. 650 Arsenic 34 NO,O.4 NO-40 5 Day BOD 676 4Q0-40.ooo 9-54, 610 Boron 2 0.42.70 Cadmium 53 NO-O.l0 NO-l.16 Calcium 7 5.7.200 Chloride 96 100-2,500 5-4.350 T. ChromIum 42 NO-l.0 No-22.5 Hex Chromium 3 NO-O.OS COD 106 500-50.000 0-69, 520 Conduclivity (1) 352 1.000-20.000 2.610-16.600 Coppar 41 NO-0.5 NO-9.9 Cyanide 27 NO.0.40 NO-O.DB Fluorido 1 0.1-1.3 Hardness 92 500-10,000 0-22.BOO Iron 66 NO.500 0.2-42.000 Load 46 NO-l.2 NO.6.6 Magnesium 7 12-15.600 Manganoso 19 NO-l0 0.06-676 Mercury 24 NO-0005 NO-0.16 Ammonln.N 26 0.350 0-1.250 TKN 32 25-1.500 Nitrite'" NItrate 36 0-10 0.10.29 NIckel 40 NO-3.3 NO. 1.7 Phanol 20 2-20 0.17.66 T. PhosphOrus 92 0-10 0-130 pH (2) 432 5.7-7.6 1.5.9.5 TSS 612 100.1.000 6-3,670 Zinc 38 NO.75 0-1.000 .. local evapotranspiration rate. This condition may exist during a short intense wet weather period. Since precipitation carmot be controlled, mi.nimizing the quantity of leachate generated must be accom- plished by site design procedures that will increase ronoff and evapotranspiration. Landlilling techniques & leachate chemistry Accurately predicting the composition of leachate that will be discharged from landfilled solid wastes is a difficult task. The ranges of leachate compositions found in several studies are shown in Table Four (Kmet and McGinley, 1982)_ The actual leachate composition found at a landfill will depend upon waste composition and conditions within the landfill such as temperature, moisture con- tent, moisture routing, depth of fill, stage of decomposi- tion, ability of intennediate soil layers to remove contaminants, and quality of water entering the landfill. Researchers trY to imitate landfill conditions in bench scale leach tests to improve their ability to predict leachate composition prior to landfilling. The tests are currently under debate and no single test is universally accepted as representing actual fill conditions. Precipitation events and changes in seasonal temper~ atures will result in wide t1uctuations in actual observa- tions. For example, Figure Five shows the COD data collected from a solid waste test lysimeter operated at the University of Wisconsin. The concentration uuc- tuated considerably for the first three years and then decreased to relatively low values. In contrast, modifying the physical characteristics of the waste by shredding and waiting six months to place an earth cover results in higher Initial COD con-. centrations, but the decline in concentration occurs earlier_ It is believed that this is the result of increased particle surface area, better m\xing of the waste and more unifonn movement of moisture. Leachate composition will also be intIuenced by the types of commercial or non-hazardous industrial wastes that are placed in the landfill_ A study of 12 landfills that received various quantities and types of wastes showed ranges of compositions graphically described by FIgure Six (Kmet and McGinley, 1982). Natural attenuation limited The chemicals contained in leachate which escape from Ille landftll base mny undergo a vnriety of conversion and dcstnJcUon renctlons as they po.," through the soU and Into the underlying fomUltlon... _:.~"" :'..'.-',;-,_:;0-' '-;-r-.~':""";.L-~._~~,~",,,,-;..:;::Z_~~;::~~~.:;'.;..~;:;~~IliOL~':-"'li:i;:~tl-:::: :; :~::':'1~ .:.... Ii i ,I' 'I i III ii' j ,i , II ! II i/'I i:I! 'pi III ilil 1'1 !J!! '.'liI' liP I:! ; Ii Ii I: Ii' lil Ii 1:1 Ii I Attenuation takes place through six lTU\ior mechanisms "I,' I (Diaz et aL, 1982): 1. Mechanical filtration. 2. Precipitation and co-precipitation. 3. Adsorption. I', 4. Dilution and dispersion. I, ,I,',' 5. Microbial activity. 6. Volatilization. i:, Mechanical filtration restricts the flow of suspended !.." I contaminants. The effectiveness of the soil layer in I i straining or removing suspended partlcies depends 11.::.' upon the type of soil and the thickness of the layer. Filtration is especially effective in limJting the travel of microorganisms. Removal of pathogens can be com. i: plete if the soil formation is sullicienUy thick. I I. As the leachate moves away from the landfill, I.' changes in the micro-environmental condiUons such as ',II tempemture, pH, and solution composition can result In 'I: inunobi!iz.,tlon of some constituents of leachate which :; arc then converted into Insoluble compounds, I, Advantages of precipitation as a meclumism for con- I. taminnnt removal are its high capacity and low reversl- ' i bllity, These mechanisms arc especially Important. in !i,~~' --,~ . Lsndllll Con/d. For example, as leachate' moves through a clay soil, most of the heavy metals (such as lead. arsenic, zinc, cadmium, and mercury) will be retained by the soil. The effectiveness of each soil to attenuate leachate is different, and not all elements or compounds are equally removed or reduced in concentration. A sand will be much less effective than a clay. Of partiCular concern are small but significant concentra~ tions of complex organic chemicals. These chemicals such as those shown in the lower half of Thble One are considered a health hazard at very low concentrations. In addition, tests show that the soil has only a lim- ited capacity to remove certain chemicals from leachate. Once that capacity is exceeded, the chemicals are unaffected by the soil Factors which affect the severity and extent of groundwater contamination that leachate may cause include leachate quantity, component concentrations, patterns of groundwater movement beneath and adja- cent to the landfill, and intensity of attenuation proc- esses which reduce contaminant concentrations during transport through the groundwater system. Figure One shows how groundwater flow patterns will determine the direction and rate of contaminant transport as well as the dilution rate. Six attenuation mechanisms . Figure Five, Leachate Chem/c~~~~ygen demand. Adapte'!. t~?r:' t5 so ~- Unprocessed refuse !z ::: 40 Immedlale cover w ~ ~~ 30 u::. 20 c c u 10 2 YEARS 1!i SO ~- !z::: 40 ~ ~ t5 ~ 30 u - Cl - 20 8 Processed refuse Cover placed after 6 months 10 2 YEARS Figure Six. Leachate COD Concentration (mgll). Sit. NO. SAMPLES A B . '0 e 17 o .. E a F .. o 10 H 3 I . . . K a L 12 AANQE AND MEDIAN -- + + . 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'.'.~' ,'.,~.":",,-_:' :;', ,,:.':;:_ ,"::',' .',,: ,-";:",.,,-..>;:_,,.;, '~-:,>._,,:':~i.<:~~,,:~;':-C":;.'.'~ -fi<';';"::':"'.'-" ,'.," ,-; ,:- ,-)::,_.';:\>,::, ,:;<. ,,',' ," ..:::,:'::-":;"; 1;::;:~~NF,pF,lMA;,nON.;lREGARDING )INDIVIDUALT ANKS~'~~~~}nstructions . regarding individual :tanks,' Page:r;2);j2:!E::'~{ lk' IduUnc.Uon ;);.1 ~,>'T.nk Stalu~:/n:)i,,'~-':r~A ~.: Act. 01 the Tank ,;_L\.')":; , ". , d.' CaD.clty of the T.nk :,:,'....\ ~. i.". ~\ .'~ ...., ." ',: ': L..k O.lacUolI ':.," :'_:: g. C.thodlc prot.cUon :-:,:',' ';:;,: ",..:,:::~~_; h. Intarn.1 Protection . }';:i,'t;~?(y';;;.:{ ji~{!~~~,;'li~iik;'{;:::' I ';;;~'~~~:.~~t "t1;i/~~;'r"~'Jn~ 1'; lh~; :.~~ ~ata;;;lton." o~ .I~:"'" PI;"~~UI tho C;;mi~;"i~lI~; ,for" ; I~el~a ~hlch. Pleeae put '~II th. leti.r. wt.lch ~~~I Pl.... p'~f ;'he correct l.tl~~'I~'r'::~.,~~,. Plaaa~"p~t 'ih~.-cO"~ct I.Uor .'0.' "~ch' ':::v .~:~:'i~~:.~?o~i :~~~::;;o:~;~..~;~'~! 3" :::U':';'::~I ~~.~'~.:;'i: :~: .'. ih.'~;~':.':,'~~r,:~:..~~n::::,~- ~~,' i:,' ~"m' . ~~ ih..'~;~':.':,'~~~':...tr.'?~;:~.'(m ~~~~~: ~~~,:'P~:~~I~.~("l' :,~:'~ ~~~~: ~~~:'P~i~~~~,;'?("~"~j '.',' .nlltle.llon numbar, th~ ~Iu!"n ,~..10w,:~<~:'W-J",r' .pproprlate row. If the exact yoar capacity lan'l known.] ~1.,8aa ~~I,e, . P ~ala enter pl.llIIe alao enter ty~e 01 ,d~lectlon.) alao ente' tho type 01 prolaclion.)-"':'< pleoao aloo enter tho type of ,.-,,;_,_,;, I. Ttle In!orm.llo_~.~~ A:"l Currently. In uae.. ".. . of Inataltallon Ie not known, pleue .n eatlmate.' " : ':-.',i A < r ' . A. Dally Inventory.::": A. a.crltlclal Anode/Gal,anlo TY'~.8:":'>.' protection,} :, ':: .... (:.". ,;'. 'ollow~g .col~rnne:s -~ ..11m!!'le ~II,cloaeIY. as posalble, ',> A. Und.r 500 gaUon.a ' :'.' '<,', B: Slolnlas. leel " , 8. T1ghtne88/~el~ tost withIn paal,:,) 8. Impree.ed Current Type' A. Rubb.r Lining :>".:.'> apply, to Ihe;!~~~k,~:', ' u.lng,lho grouplnga ahown bolow:<, e. 1500.999 g.lIons . ,',.- c."Steal.IYPlunkn : year "'__ C. Other Type (plelae specify) 8 Alkyd Lining .~>;' Id In tha .~:t ~.;1,ta: (c~oo.. . I~tter and ~ul, II I?, .th,o,' C.' 1.000--4,009 gallona ,-;-.:-. 0 ' own , C. ,In'lank .yslem -, ".~.:.: fathodlcallY Prolected, Type C. Epoxy LIning :.::\.:~,:i;.'~:~".,;'~'/':;'::'::;;"'; ,;::; ondlng row 0' this .ppr~~~te. r~w.~ ^ ,; ~ _-" ," ,"~;:.;~.' D. 15,000-9,999 gallons. ",.. ~;" E" ,!',I~,IU~>,,:-; D.' In-piping ay.lem . ::";;<'"E':,,:, ~nknown '\' <:. '~T:',:"::)"":'.::; D. PhenoHc L1nlng;><:,.:,<.;".:~::;>!,:~~-;, '':>';'>~}:i,: -'I' ~::~'~~2I1Oy~~:,/:~~~.I;.~".'~ ',..':'.:! ~:. ~~d,~~:II~~~na .",',:': f ,.; ~ .., " ~: ~r:~~~I~a:::80; ".',:." ~:. ~~~;~~ '",' '''':'.'. 'I.:. .':,-,. ~ g~~:~ t:~:~: (Pl~aaa apeclfyt::':'L_:':, '.::::{':.'~'</i ; g:~:~~oY::~~' -"v:.,." ' L",. ',:':' r.- ~~:~.~~rl~ll!.~~ ~~~I:I!y)."::~ ~: ~~t~~~~c:f:P::~p7C1C1~I(~ell(a) , " ,:.' ":.'" I, ~: ~1~I~n~dtyP. unknown.:~{~,i,;"t_~. ,~:.\,<;._<.:,:::' E.,' 11.15 yaara.. q,.. : _ ,,>>' ;~>,:.5Ingll, Walled . ,,: . ,,> I... Well or detector In aecondary"""."';:~"~ ;.': I. Other Int~r~fIP~,~t~,C!I,~~:,,;(PI~~.r':;- ::!:{<~';;;: .:' ~.?~~:~~~::: .:..,," ", .' " ~<~:~b~~c~:'td'::'.<:: ';'J.'- J. ~~~~~~,:e~~ie~toi . , '. J. ::~~n,'-'.";:,,;:.':~/':':"'},:~: ;.~'.";":':';:(/:',i';': 1\(; H~:.~!,~.lh~~.30 Y~~'.', ;',. I . . M. H.. .""" ,'r,,;:;,~~'m"'. ." K. e.,...? w.II, 01 .".,..w.II.. 1 ".'<"" : ..... . ,. ".. .::'~ \ I";:;.~',> ;" ,;:?.';".,~:,':". L:,:> . ','. ~.". ' ~ " L. ~r~~ndwater monllorlng Plan":"'..;':'::-')":';,:':}::.~<?':" ;_~''1':-\':) .',:'"':, .:.'..:....". '." , .. .. "" . " M: S."'.",,,,,," "'""0'"". ,." .1 " .' .........;.' - .';.' ".',' "j>." ,. ': ~;^~.', '.'" CounlermeQlJUfO Phm ,""':'" :,'_:;'}" ~":',::;:i::'::; ',;;:." .'.:".:.'" ..... ." ....:.... ... . '., ." 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" ':":. ..,' '.'.:''''':' ,"" '"..'..... :... . ...n,,: ". .. ,." :". "..' '.."'" - ....",. .', .,"." .:...... ;..","', . ..'"'. '., "", :.;. 0'''' ., ..':......... ':;"~ ;" '::":;':;;'"'''"'"'.'",: ':;.1". ...:..:..... <,."" ;'... ,."",1.. .:.."' " ...}..... "'". '.:.." .' . ,. '..'" . .,".... ."-: ""'" :".... ,,:' ....: ""."":. ...:' ::....:.: :': ." "".... ,...~ I .. '..;':"..: :"" '"," .." . '"'.......... . c. ..... .;" .... :.: '.... ...'........."::...,...,...... ;:'.' '.' ,:' ,'": ,'..- .... ".... '", .. . '." '":'.' ,.... ..."......., ~:. .....,." ...;..' .;: '"',." ...: ::... ....;; I' . :," ...:....., .... ..... '". ... ' '.."'. "..;." ;". " ","...',. ." . ' ..". . ':. ..,'.... " ,,".,' '.::' ,.". ,,:' ..:" "'." '''.'., ... '.', . " ""};::, . ........" "". ':...:,'":.:",..... .: ," .:...",..:;::..;,... ':,'..'::.'.:..":......."::" -.:"i."'">.."..... ."".... .,: ,..'"........." ....". ....... ,'",.";"". ...",."'..."."..:,'...:~:,;":..>.:. ....'::. .... ""..'"' ':'". ..,.....~.. ." ". '" . ,'. "". . '::...".... ..'" ...,,'. '::;", :..' .....:.. ,;\,:' ';;.... ':"';'::?:.':;". .'; '" ..".: "".'::'.: >;,.i'':c.i:;.<: .... ........ ..... . .:'. . ..""':::' .... ". ". ,'. .......:'. . '.' .' ,'" . ........, .......... I."...... .' ',-"'-,,'" -'... '... ~- ..............::". ...... .... '. .' .'. .' . .';,. '. , . ..' > :.." ~II,~.~~ i~<~\,: .~.::.l!lIll.r~.1 prol~~on 01 the T~k Y'-::~'.~ ':':->~' \; :':"":,."./ k; Type 0' Suballlnce CUNenll'f or LI.t ' <,;'.," <"'- ::>,-,,;,,' ';,..~,"'. ,t.!",h ...m, :~,~ PI.... pur'lhe correct lellor ror,~';:\', I~'.:~. ent~;';".II;";M 'I~it~rawhi~h 'DPIV~;~,,' Slored In tha Tenk:" I ',_ I;:~~~:~ ;~;</'{> ~~eh ~~:n Jn~::W..~~re~tl~~~"'~:::i~ :::=:.~ ~h~ci:~ (~~e:.~' alao Pl.... Pllt the correct leUor for each tank In Iho THESE ITEMS REFE~ "'ONLY.. TO~TAN'K'S:"P'ERMANENT(Y':'OUT.!;'OF">:SE'R~I'CE. ;,'f '~':t: \:!:.~ 'e',;' G) p..... ,1.0 enll' the type 01_;:,,'.-:;, enler tne. type.ol m.tefl.t.} . ~~~;~:~a~~Ub::n:~ I~e .C~:;anrn::~:'ub.t~n~o (J) ",:, PLEASE LEAVE THE ROWS' FOR' THE. TANKS STILL IN SERVICE BLANK.': .':.';:~~~:~d:.:;~~~..~, ".:':',}.t..' ~:'~::~:~~:'~l.'el..: 1./' ,. :,:. r.ther than. pllroleum product, ple.11I a'IO .nter ,'-:: I. Dal. of LII,t U.. ::-," . m. Ou.nuty l.,lln the T.nk., n. W.. th. Tank Fmed? :.' ,/.:,~,' D.,' flberol... Reinforced PhllllC; ..' C. Flbtrol... R'lnlOrr.ed PI..tic ' ~:rvn'::O(C~ISI)h~u~U.~~~.(n::a ~.~hs',m.,",'.',f...at~~.CI" ' II th ' F:.;: .."~,:.<..,, :: ~:'i ";': . C led . " "0 Oth M rt 1 .. ,. rv""" e eXlcl monlh .nd Y.M O!~~.~. " the '.~.ct IImount lell In 'the <. Will the lank filled with .n Inert ?:'}: , . " c.;' E::.Y ~~;Od i: "',':', ' : :';F}~ Ii: < Coa~d ::h en=.~:~Z~rt.';. ""': ~:r~:~I~ ~:O:~~~gl.~.~~~ho~IIn:~~~~~~~;~, .'.-',,:' ~:te~~~~~::1 (~~C::';:I:I~it~ ~~:r~' ~a~~~II~: ::~:~:,I,e.sa en~er ,~,n ~:t:1:1;1!~~c~~: ~:~:r?orp~~n.~a~~~:; ;>" ~:: ~yr .;:~~~~ (~"II.~e 'P.clfy~;_:,~~,:. ~';'1~~':1~ PtoIOC,t~ ,', ~. 2. If different .ub.laneel .,a .tored In the l.nk at ~hO mOnth Clnd t~o for the year.~':I:~~:. ,": OJ.,, ',','. ,,' ", <,:. the cOrreot leUer In Ih. epproprlele Po Polyethylene Wr.ppod ,. { " H. Within a .eeond.ry"Conlal~m.n1 ' :',:,:':,:, dlffer.nt 11m.., 01' If II /TIixlura ot .ubatlnca. I.' ,g"08,04,) .:..' ":.." ,:',:r:':.;:;i>:. ^.' row ollh. column b.low. ':~"~'i~': a. Other Wrapping (pl.... a~Ify)" I. proteclild with 5ntertor rtnlng' ,:- .Iored, please enler .lIl1lettaro whIch .pply., , " . >"r':X:~';..'~ '. ,:. ,.,:;':, :A., The t.nk w.. !lllod wltkl an " ::,}}: IH.~:.NOM.-,'" .. ,;, J.:lnn.ltyo.oU'.ttl4uthanb.~kllll.' , A, Leadedguotlne " ......' 'i,<'~"; ".Inertmal.rlal."".., "">,:',;' '::;_ 1~':).unknOWft" :','". < )11'., K: In b.ckfll rlllt~r Ih.1I "1I11v. aoil " O. Unleaded ollotln. " ", '. "';':'.;-.:' .. 8. 'The t.llk wu'JIII.d wllh w'eler~::::> .,',:' f'\t,P....' '^'., ',:,.' , ,:: ;;.:;:, '. '. L., .Not C.rtlln rltga,dlno b.cklllt/nallv. 1011 C. Alcohol en,\chad gllolln. " ,-, ' '<:,.'- , C The t.nk'w.. nol trued ' 'L~::~;;'~: '; '..;):,:;\.';:):.';.~.:'\",.':':(,;',::;i;::'::,':',:'~<"!" ,~''':,,':'''<'''':', ~:,~?~O~h:~~li.V::~~ound' t'~:~~:~~~el . "'~:_:;;. . :. ... . ., ....,'. " ..~: U"7~~~<:> ~\::!;:'!;,;; .,,!. ',.' . .' :'. ',' ":':'.". O. Noo.l......''''oll ' . " "" ".," ,"""',"', :: .....,...."......:. "'''''''11 .., ......... ". ,:. ". .,: '.~" .... II. Noo.." B'''' oil . '.' '. .. ....: '" ""'. . ''', .. .......".." .",' ...... ;;'. ". " ...... ...:1"..."........... ..'; ..\:, . ~L"'.. ~uu,:h,~,~~:.:~::i;:,~)':, .. , .' ............~..,'.. . '.: .. . .>/;:u/'t;:;i;',~::)t;i; "'" ..' .... 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" ---- " " ;~.I~il 11i:jl oie~ ~'I ~Ii2~~S h~~ liU ~j~U~' sip! ~l!~1 i~'~~11 .ss" .~ti~i~'~'-~o ~ ii!HiHd~iIHj~; :1 isn ::~=~~~=~~~:!: 1 l5 ~ ..... . l! ~e15 · f i ~ H~ h ~ : Ii t U Ila _ 1i II ~ - . l fiigi:~] ~gl~i III 1 li.li_8: 88iili Ii' ~ JjHHU1Hl!H =--k~<;L~-E-~________..__.___ -I-- --- -- _1--_ .- _1_ _ _I- '- ----- j i; n 1'- 1 I I .. l . . ~'-~-'~---77'-"'~'....-,",,"m''''-- . ~ J J Q. ~ 2 R G g 1__\ . .. WHAT TANKS ARE EXCLUDED? Tanks removed from the ground are not subject to notification. Other tanks excluded from notification are: 1. farm or residential tanks of 1,100 gallons or less capacity, used for storing motor fuel for noncommercial purposes; 2. tanks used for storing heating oil for consumptive use on the premises where stored; 3. septic tanks; 4. pipeline facilities (inclUding gathering lines) regulated under the Natural Gas Pipeline Safety Act of 1968 or the Hazardous Liquid Pipeline Safety Act 01 1979, or intrastate pipeline facilities regulated under state laws; 5. surface impoundments. pits, ponds, or lagoons; 6. storm water or waste water collection systems; 7. flow-through process tanks; 8. liquid traps or associated gathering Jines directly related to oil or gas production and gathering operations; 9. storage tank's situated in an underground area (such as a basement, cellar, mineworklng, drift, shaft, or tunnel) If the storage tank is situated upon or above the surface of the floor; 10. tanks for which notice was given pursuant to Section 103(c) of CERCLA; and 11. tanks which contain hazardous wastes regulated under Subtitle C of RCRA. PENALTIES: ANY OWNER WHO KNOWINGLY FAILS TO NOTIFY OR SUBMITS FALSE INFORMATION SHALL BE SU6JECT TO A CIVIL PENALTY NOT TO EXCEED $10,000 FOR EACH TANK FOR WHICH NOTIFICATION IS NOT GIVEN OR FOR WHICH FALSE INFORMA- TION IS SUBMITTED. GENERAL INSTRUCTIONS 1. PLEASE TYPE OR PRINT IN INK ALL ITEMS EXCEPT THE SIGNATURE IN SECTION V: THE SIGNATURE MUST 6E SIGNED IN INK. 2. a. A SEPARATE NOTIFICATION FORM MUST BE FILLED OUT FOR EACH SITE EXCEPT IN CASES OF SITES WITH ONLY ONE TANK EACH. A site is defined as a facility or any other place where regulated underground storage tanks are located. which is enclosed by one continuous boundary. (The boundary may be divided by a public or private right.of-way.) In the case of counties, cities, towns, or other public owners, each specific faCility (such as a motor pool or Shop) Is to be considered as a separate site, unless the boundaries of the facilities physically adjoin one another. b. AN OWNER OF MULTIPLE SITES WHICH CONTAIN ONLY ONE TANK EACH MAY REPORT THESE SITES ON ONE FORM IF A SEPARATE SHEET IS ATTACHED INDICATING THE FOLLOWING INFORMATION FOR EACH SITE: All of the information require'd under "II. CONTACT PERSON AT THE TANK LOCATION" and "Ill. SITE OF THE TANK(S)" on page one of the notification form. This information must be labeled with the same identification used to specify the tanks described in Section VI. That Is, the contact person and location information pertaining to each tank should be labeled with the same number or code used to Identify the corresponding tank in column "a" of Section VI. 3, A COMPUTER PRINTOUT OF THE INFORMATION REOUIREO ON THE NOTIFICATION FORM WILL BE ACCEPTED IN LIEU OF A NOTIFICATION FORM IF ALL OF THE FOLLOWING CONDITIONS ARE MET: a. &b of the Information required on the form must be included on the printout. b. The Information In the printout must be arrangod In the same format as on the notification form. However, while the Information must be In the same format and sequential order as on the notification form, it Is not necessary to present the Information on separate pages which duplicate the pages of the form, if it is more convenient and practical to continue on a single printout page. Also, the series of columns which comprise the two pages of Section VI may be presented as a continuous horizontal row on tho print.out. i, they wJll easily lit. c. Each in'ormation category must be clearly labeled with a heading similar to the headings used on the notification form. If abbreviations are used, thoy must be formulated so as 10 be clearly understandable to the key punch operator who will enter the data. d. The printout must contain a certilication statement which reads exactly like the statement In Section V of the notification form. This statement must be accompanied by the name and official title of the owner or, In cases where the ownership Is uncertain, by the name and official title of the person signing Ihe form. The statement must be signed and dated. e. A facsimile of the printout format must be sent to Ecology for approval by April 11. 19Ba. (The address is on the reverse.) INSTRUCTIONS REGARDING INDIVIDUAL TANKS (SECTION VI.) 1. There are enough rows In Secllon VI of the form to provide Information for fifteen tanks. II you have more than fUtel;ln tanks PLEASE PHOTOCOPY BOTH PAGES OF SECTION VI BEFORE YOU ENTER ANY INFORMATION. IF YOU HAVE MORE THAN ONE SITE ALSO PHOTOCOPY PAGE ONE OF THE FORM. Photocop~' as many copies as you will need 10 roport all of your tanks. IF YOU HAVE SITES WITH ONLY ONE TANK EACH, SEE THE GENERAL INSTRUCTIONS. ABOVE (2.b.l. 2. Pleaso TYPE or NEATLY PRINT all 01 your answers. 3. Column "0" Is for the tonk idenlilicolion number or codo. Plea so list your tanks numerically (1,2,3, otc.) or use an ostabllshod tank Idontlllcatlon number or coda. PleasD be cortaln thai ou havo a meons of correlalln the lonk Idenliflcatlon number or code with lhe M;!eciflc tonk which it rofors to:tThat s. I you don'l already avo 0 tacitlY drawing, you may w sh to draw and keep a s otch of your tacililY, with tho lonks labeled with the same numbors or codes used on tho form. If you do alroady hove a facility drawing, please bo cartaln thaf tho lanks ore labeled on the drawing wilh tho same Idontiflcatlon usod on the form.) 4. Columns "b" . "k" oro 10 bo completed by Choosing tho answer Irom a number of options and entering the loller codo for thai answor In tho approprlalo row. PLEASE USE CAPITAL LETTERS ONLY, If more than ono loltor is enlorod In any column, ploaso PUT A COMMA BETWEEN EACH LETTER. It "Othor" Is tho option choson. you are al90 asked to specify the typo or "othor" (e.g., typo of substance or typo of protoctlon.) 5. Columns "I" . "n" are to bo completed for TANKS PERMANENTLY OUT OF SERVICE ONLY. Inalrucllons for each oro provided In tho box abovo the Ihreo columns. IF YOU HAVE QUESTIONS . . . . on l:.:.ma in So...~;.;..n VI. pluaatt \'~tt tlvailubld 'UCOt(i... the rocolloclions of appropriate individuals or, It :IOU wl.9h, Ihu expnrtlso 0' InduG:;-: represnnlllllv8s. II you con:,:)! resolvo IlIl'ch 0 qllostlorl PLEASE MARK "UNKNOWN." ~or quo"Uona on Soctlonal.V. call (206) "u':'.6663 or 1.800.826.7716. Ploa~o koop Irylng, becauso Iho Iinos In"y be very bURY. __ ~"'f._~""",;lIr~~~~.,~:mojJ':"~~""l-...";n~,(,.",,,.. ",n . ~ ~~':r.~', ",'. '0\,,1.'<<1.1 -I ~'l::rLALll~ II nr ....L..L"'.,.._ .."'.... '>:I~'''~J~'''~ ~,~",., 1111lJH fl -'1 _.JUiI.f."1l Ui.. I!J J ~____ - .~.....-,;.- , ,,""""'" . ","l,;..jl UI lJ'~"'-'~- -". _,~""'3.<J_l'f1':"lte-~l!f!~ .. z o - Eo-; -, ""I 'H ell .... ..... 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No. 74 I Friday. April 17, 19a7 I Prop! Rules APPENDIX I to ~280.22 iig ,t r ~_... .... .. ",,~~"'j IIH-=q. I . . I , . . ., ~~~-- ~~~ . , .:~. , ..'. .. .. I 1.0 Num~1 STJ.TE USE ONLY " I O~lcR~fl'OwffI ; '" - - no .::r', ",. --'" <- ""v4ir,ul>onDITq..,;rl"'db) F'..o.c-"'IIe...r<<.II~"'..un...I'-~t-., ~. "'f".'h_'be,lil>co.lif\o('lud,nlt ~I/Ic"nj( to........ R'JuL.laS ......,~I the' ''''tuld (;:.~ ........IUWOIC-tl'tu14lrd wt..J.."'"tMonJ__ryl. 1'14.'....'_;., I~ Cround...oI I"r-:r'l"'(~k.) ACt ollQN,.ll1'~ H;uJ,d"".1 ,""uoCt ''If''lhr<s..'rl\ ACI ,.., 19'Y,11f Ma, S. l<n4.OI'....',tT bo<-ovthol ~O....o./I....M.) I. In.. 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C"~rm.....:d. 0..1'1('.... nr Ur1(la-Ir01lrocl,.."l'llu! W~ IT,uLllrd -,INJ"",,, muOl 1'10111)' tSC"oiJl:""I.:d Sill.. or Incr.I amoron o( 11M: C".......CT"C'C' 01 the,r unb. o-..~r'lT'Il;"'..n. Ir~:'~~~~~~..i~1 ~::::;r:~';~'~~~::'~'lu~~~~:.;;<~r:~~ :~:~~; I.., '1'1 ,,... Che' of.n ......dn',PUrod "'ltDJ:'I' "'tit in u'< ()tl NUlrmbc1" 11.191I0oI. or hl"Ur:III'I'lI\l the' ~(l..r lJuI d;,,1...I"~ pC"I..o<'\ ...-1'\0 (\OOo""ln unclC"r,tound ..n,..,.. lI,nl dd;f"<'d ... ","'Hd,,,,, 'II ~'..n 101 I loll (II Ih.. l'umNrhrn,,,.' (;n,'""n"""I'II.' u,,", 1">1' 1hC",,(lnlr:', u"C.otd"f'C'n":n",( n:'UlalC"d ~b-u~...r>d R""r<'rt'oC'.C"mf'C'fI",,"unu-:! l.i.:.Ib,hr~ An ,olly,.:oIC'ERC'I.^I.,,"h rl>o:u....r'''>IIIO' Inl in thC" e...... (Of In) lInclrT"....nd "'~re U.nlln u."C bdun: So.cmbc-r II. 191'(. lh",,< .ub'I..1'W;'t"<o n.'":,u(,,I<"O' h 1.4,,,0',,,,,,, ...~,.., ul'dtr Subll!k' l' ,>I RC'R..... II ..I.... hut"''''''''J:'I'llnl.l>Conlh..aI~I...an}('<'N.>fl.."",.....nc'd-...:hla(O'';mmc-d..uet~I'lo:{nt'1.' ;IICI\IQ'C" f'C'U..l.-um. e'.'j:,...rudco.lllr all~ (n..I',," II>r'c..r ..hod!" l..,uod ~I "~IId,,'d lh<d...c...,."n.:;u....,ClIIl..UOWC. "'''''''1111'''' 01 l..ml'<"t'lIlu,., <oroj rn........t\"INJ d"r:''''' hhr."I\t.:u <ond 1<11,1 r<"'nch r<:r ""'..., TaNr.1 Arr lndudc.r. tll'ld..rlTf'U1'td ...~;.. tlInl i. dcr,1'tC"d a. .")' one: Of ...,u.:trc,n..:h..lNolul<"l. "f1m"'n.lIH'IfII'( un., 111.11111;" II~ 10 turttllin.ln acwmu14lion (1/ ~n'f1IbtC'd ,"uo. W""'" To NOIif)~ Cl'lmr"c1C'd n"';"':'.I...n t"mI, -.h,...1d t.: .....1'11 I" I"" ~dd',,,,, N<O/lo('...,..w.lnd 121 ..110..0: .olumo:jlf"<'ludl"F C"OfIl1ttIcd und..r,ro."l'Id l"'r>;"11..10"'..j 0' 'l\CTi"'III"I"r"llh;,~'i" mo...... t-e1'lC"<o11l1hC" Itound. SoIl"oC"..u mpla.llT IIN!.-rl'round I.In~""loflnl: I. p""li...... ~~~~~~;D~lij,~~!~:I:i::~r~}t~2gi:;i~rit::~2~::~::.~:~~1 .....'l1f1,I,,..'O'IC"C"IIUCI,arod2.,ndlNtt.:oI-ol...nl.'.f'('>Iieod...,..hrtbield,...I1((um'pnl' Wh..al Tanh An: E.~ Tanh 1TfI't('t"'C'd htl.lTllhC" Irollnd ....... "'14 .uhj<<1ln 1'1''1'('''''.11;''''. Orhc-r un~~nel,..f:'d hum fIt'l;IOcar.Ofl at<": 1.I;erm,., n-.Id..nli.alllnl,oll.IOOpl\<toT.N b'CoI/'<'<it) u-<"ll' I....,"...'nj: mOlorll>C1 f....,....(I(t1mmerculrll'f'("1C">: f"......h;..,;: A...) -......, who l_;n:!) f.ib 10 roofi,} or....rt>mlh C.bot Worm.al""" 2.1.1'110........0' (N1)l(W''nll't.:''lo.;nll~II(lr(_mpti....,,,,,"..tI'he~,'C''...ho:.....,,,,,I''<"d. '^"" b.. l-Ubt<-ct 10 . ..;"';1 plT1oll! nol 10 u<"~ 510,000 fOf am I.."" (Of' ...-tl;m J''''I',,,Cllll,: l'1OIiroal;.o" is 1'101 rt..... Of' C'" -h1.cil f.iw' inJotTl'uIl>ottD ~nr4. ~- " -~ . "".-~ -'. - .~- PIC"'",~ I~'p': or prim in ink all ilcm~ e,'(~pt w)Cigr.3tun:-inSee1.ion V. This form m~ by comple1cd (ex I IndjC/.t~ numt'tcr o( c=J C1Ich Ioation eonl.lininC undC1'rround slon.te ta.nJc.s. I( rr,on: than 51anksarc O.....ned ::ltlhi:tIOQlion. cnnlinu:rlinn ~hl."'h phoIOC"op)' the n:\'cn.e si<k.and sUflle c:ontinlUlion she-ets to this (orm. ;m~chcd -. I::...... ,. ,. " ~. ....... .= Owner N~me l~hOt\.II't(l..tClu.A..P\.ol.e"gercr.or Otl'loe' Enlllyl (If same;u Section 1,,,..a..... boll here 0 I Facllily Name 0' Company Sile IOenllfier. .uao;)/ic.acle Slr~IAdClre:.s CounlY Sf/eel Addre:u or Slale 1=I000Cl. as applic.a:,le CilY SI..le ZtP~ County ....rea Code PnOt"o4!'Num~, .Cily(nea'e-511 St~le ZIP Cooe Type Of 0""'1"1<< (MHtal1tNflpplyOOl 0 Cuueru 0 SUle or LOGII Gov'l 0 PrivaleOf' Indicate c:J J.Aark, 001 f'C'le II la"~(sl Corponte , number of ,lie loe.lled on land .....11'1." 0 0 Fo"",,, 0 F~al Gov'! O~~p Un~S,Utf'1is an I....ella" re1>ervallon or (CS... laCII.ly 1.0. no. I<<:.It'Dn Of" OlT'ler InO'an IruSI randS I ':1'0.;' .. N~mt III s.ame.a.s Se<l~ 1.1Nf\ bar heote OJ JobThl4' Area Coot ?none Numl:>er = - ., - ,. .." ,:", 0 Marti. bo.. Mrc ()(1ly if mi. u an "mended or Sul)sequenl /'IOIilicalion IC\" mis lo.::.llion, ...,.........- '. ... ..' -, .. W'''' -:-.... - '. .. .. I ccnlly under penalty ol13w 1t1,11 ha...e personally e.(.1mined and am lamiliar wil/'llhe inlorm;tl10n Submlfll:'d in mis and' 3l1anachc-d dOCumenlS. and tn~l N:s.ed on my inQuiry ollnos.e Individl.lills immt'dialely reSponsitllC lor obla,ntn9 me inlormallon. I ~!'eve l~: !he submrne-d infOtmllhon iSln..oe. .aeeul"3te. and ComQrele. N.l~'''''oU'e'.Ilhl'(,O'~QI'o-~~aumOO'''('(IIl'P~I.lllyC I S'9N1urll .J OJ~e S.,9"'<"C ~.'\:'c." :';. .:....-.._<,:';~.:~-.'::':.,7..~~..., '. ,'- - .;~~'.":;' .~:." ~':~::"~':..,~ ....:f. 12775 n .1' 1~. J/ i: j-;... ;j f...jH 1.:11. ~ i'-Iii '~I~ 'I'.;'::;" ,:;i)'I), I!"'", ::1:;.. : :iF,) !,:i~ti. ../. i,11 ;';llij'li i.l ~: .;1 '::Iil,!:.: !'\U': ...... ";I'j'G ;.1". ?l 1!'II'J' .I:f.i.. !I "f'J U :f; II: ~I . Wr~' :01 . 'I ! 11""\",,,,.,,.,,. '_"',~. .HlI~U -:h._ -c, Proposed Rd.s O_M'r l'hrne {from Sc<t\.on II Ll)C.Ilioo'\ (IrOO'l s.cuOf'\lil p.q~Na._OI_P~ '.- ~~.~::., -.~ ~ .':...,......1. .. 0';>1 ..-~.,..... .'., .. t.. ~...,>, .......,.... ...:.....,. '...,... '\",...; , ." ,.~ " - _;;i~"~~ T;lInk Identification No.. (e.o_ABC-1ZJ). or I Tank No. I Tank No. I Tank No. Tank No. I Tank No. .. Arb!lnrilyA.sW9~ ~uenti.al Numbe< (e.g.. 1.2.:l_l 1. SUtvS olTan~ Currenlly in Use c:::J c::J c::J c=J c:J (Mark .11 ttull.ppJY~J Temporarily Out of Use c:::J c=J c=J c=J c:J Perrnanenlly Out of Use c:::J c::J c=J ' c=J c=J Brought into Use after 5/8/86 c:::J c=J c=J c=J c=J ", .. 2. Estimated AQ-e (Yu..,,) 3. Estimated ToLaI Capa.cltv (Gallons) 1 4. Malerlal of Construction Steel c:::J c:::J c:::J c=J c:J (Marl< one aJJ ..... Concrete c::J c:::J c:::J " .c=J c:J Fiberglass Reinforced Plastic c:::J c:::J c:::J t:::::l c=J . Unknown c=J c:::J c:::J c=J c=J '. Other. Please Specify .. 5. Intemal PToleCti.on Calhodic Prolection c=J c:::J c:::J c:::J c:J (Mark all that lJpplrrI:l) Interior Lining (e.g.. epoxy resins) c:::J " c:::J c:::J c:::J c:J " None c=J c:::J c:::J ' c:::J c=J Unknown c=J c:::J c:::J c:::J c:::J Other, Please Specify 6. E.ltenul Protection Calhodic Prolection c:::J c:::J c:::J c:::J c:::J . (Mark all that apPlyqJ) Painted (e.g.. asphallic) c:::J c:::J c:::J c=J c::J ''': Fiberglass Reinforced Plastic Coated c:::J c:::J c:::J c:::J c::J None c::J c:::J c:::J c:::J c:::J Unkno....-rl c::J c:::J c::J c:::J c::J .y- Olher. Please Specify ....:. 7. Piping . ' Bare Steel c:::J c::J c:::J c:::J c::J (Mark aft tml applymJ Galvanized Sleel c:::J c:::J c:::J c=J c::J Fiberglass Re:nlorCed PlaSI!C c:::J c:::J c:::J c=J c::J... Catnodically P,olected c:::J c:::J c:::J c=J c:J: Ul"\kno...." c:::J c:::J c:::J c:::J c:::J . Olher. Ple3~ Specily 8. Substance Cu~ntSy M t...a.s.t Slored L Empty c:::J c:::J c:::J c=J c:::J '. In Grcale::1 Ouanllly by VolulT\oC b. Pelroloe1Jm ..., (1oUrl<.11 thlol.pp!yaJ) OiC""...e1 c:::J c:::J c:::J c=J c:::J. Kerosene c:::J c:::J c:::J c=J c:::J ' : Gasoline (includil'\g alcohol blendS) c:::J c:::J c::J c=J c:::J i U~Oil c:::J c:::J c:::J c=J c:::J Olher, PIe3Soe Specify Co Ha.utOous SobItanee c:::J c:::J c:::J c=J c::J",:.. . PI~Me l""d~le Name 01 Principal CERCLA SvbSlance - - - - OR . . . .:'~ Chemical AbsttOlct Service (CAS) No. Malk bOil: C!I if lank stores a miJc.lurc of substancC$ c:::J c:::J c::::J c::J c:::J d. Unknown c:::J c::J c:::J c::J c::J '" 9. Addlllonallnfornnlion (lor lanks permanently .' lalf.en oul ollervic~) I"',; .. Estjmal~d dale lasl used lmolyr) I I I I b. E.llimalea Quanllly 01 :.ub51anCe /cmaining (9al.l -'~ c. P.1.u.. bOll (J illank was tilled with inert m31CtlOll C?!1'1 (e.9" sand, conClelc) c:::J c:::J c:::J c:::J .- ',' ...i....; ..... "- .':' Pa~1".'~ ('I~ ro,", ~!.::H I".M.I n~.~'\~ 1!.\.UOoo(OCOl)tn""'~ Federal Register / .52, No, 74 / Friday. April 17, 1987 / !osed Rules I2i77 VII. CERTIFICATION OF CoMPUAHce (CoMP\.ETE FOR J:ACH LOCA Tj.QNI lO,'-"llI..u<Ot'l!.........II\.II,l,DOtfI: 1.11'oe........&t'lClr>oor>Q~__Ao1oMooaby_laN..rod~"""""'K1L.norI_____ 2. Tl'>e nI~ W-.d pIOOI 01 c.o'WI___bf 1.1.1' OfIol;&lIIogo.ol.\OI'y ~__-+-_.__, ~:~:::=::::::=:;:.:~~-.- R ~__ ::~~-::"::;"~O:C"~~~~~6d_---;-- 7.exr-~ .~...~(..-t...NI.pOfy'l: l'IVADOl~ ItlIGtOo..o"dw'I"'~ l'l~..oo-an~~ Idl~loC~~...-.cl~comrot 1<rI~CO'\~-""~~ (l') T...... T..-.;: ~ ---..., 1\:11 N'oorfWl_1I'>Od ~ 1l1-~-o-<Y, SpeCIfy'. n.~f't1:>Ieo.:w'i(il'~,: .....~tor~~~b'~w.u N~Jof~~~l(Irlt\eel~. .....~kw'P-'~ ...n:.~..-r>oo~bt_~~S~ 1:I.IN"~~"~aCI~l; ....,...,. P<>q , 1~. ~T'H: I unTy ~I_ ~.......~....l.a.&&bOr'l PVo'OMl"""" 10i&l'U4. "=' _ to-slol my ~ IV4 ..~. '.. -- Appendix H 10 ~ :z.so~l.ist or ^gcncle-3 Oe-sicnatcd 10 Receive Noliru:.atio~ Al.barn.;l (EPA Fonn) Alabama Department or Environmcnlal MgmL Cround Waler ~llon/W'let Division 1751 Federal Drive Montgomcr}'. Alabema :161:10 ALula (EPA Form) Ocpar1menl or Envlronmentll Con:u:rvallon Pouch 0 Juneau. Aluka 99611 907/04~26S3 ^meric:.an Samoa (EPA Form) Execulive Scc:"'el':uy Environmenlal Quality Com,c,uuion Olliee of 1he Covemor ^merican Samoan Government Pago Pago. American Samoa 9679') AlIentlon: UST NOlilicatlon Arb.ot\.ll (EPA Form) AI'enllon: usr Coordinalor Arizona Deparlmecl of Health SeNice~ environmenlal Hullh S<rvic.es :005 N. CenlraJ Phgenlx. ^riZOn.1 a50CH ^'L:.n.... (CPA form) ....rkan... Dep'r1menl 01 Poilu lion Control and Ecology P.O. Do.. O,se.:J LI\11r Rod. All.n.... :'lZ19 ~1/5G~-';'..4.. CIlilomill IS\..Ih' Form) r.tJAnlon C.':llon\i. \'....lr'I' Rt'"!'ouM:n Conrrolllo.rd "_ .osmoN COUP",,", P.O. Dolt 100 Sacramenta. Ccllitomia 9S801 916/"'~SSZ Colo~do (EPA Form) Kenneth Me.ch. Seclion Chief Colorado Depar1ment or Health WUle Management Division Undel"'g1"Ound Tank Progtllm 4210 EUl11lh Avenue Denver. Colorado 6OUO 303/32O-8J33 Ext. 43&4 Conneclicut (Sla!e Form) Huardous Materials Managemenl Unit Oeparlmt:nt or Environmental Proleclion Slate Office Building ,as Capllol AvenUe Hartrord. Connecllcut 00100 Delawue (Slala Form) Division or Air and Wille Managemenl DepU1ment or Nalural Resource, and EnvironmC'nlal Conr.rol P.O. Box 1401 89 Klnss Highway Dover. DelawllfC 19903 302/7J~09 Diltriet or Columbl. (ErA Form) Allenllon: UST Nolllicllion Fo"" Oeplr1mtnl or Con,umer and Regulalory AII..i,., PulicidC'. and H.urdous Wasil: Management Onnch Room l H 50'110 evC'rlock AvenuI. S,\','. Wuhinj;lon. D.C.:.ooJ: '.,...Ide"llloCAl.O'INo.I.\I,...e.=...I2':)1 T...... No. "_NO, T_No 1_1'00. i '_No, " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " 0- " " " " Florida (SI.:lle Form) Florida Department of Environmental ReguJation Solid Wa.le See lion Twin Towef"5 Orrice Buildina 2600 Blair Slone Road Tullahas~ee. Florida 32.30' 004/48i-:398 Georgia (E:PA Fonn) Ct:!orgill. D~par1.O\ent of Natural Resource, Environmental Proleclion Dh-hion Underground Sto:age Tunk Prognlm 3420 NOrTn31 Berry Drive Hll.pcville. Ceorsla JOJS.c Cu.m (Slala Form) James B. Dmnch. Admlnl,lratof Cuam Erwironmenllll Prolection ^sency P.O. BOll: Z999 Agana. Cuam 96910 Overseas Opera lor (CommercJal Call &i8- 8663) H.w.il (EP^ Form) Chief. Noise Rnd Radiation Branch HawaII Department or Helllth $91 AI. Moana Boultwud Honolulu. H,w4l11 001101 806/..&-<1Z9 Idaho (EP^ Fo""1 Underground Storlge Tank Coordin'lor Waler Qu.lhy Bureau Idaho Dei)lrlmcnl or HeAllh ... WeHIlt'e Division or En....ironmenl ~~ \\'. 51.:e Stfl:e! Baile. Idaho 83;'::!0 200/J)~2!l1 : II t" 101 ;:11 ...111 :';,'1 "i~h "::~1 :iUI' . "::jll~ ::11[, ":'it:; ":il~ ';f:.lfl "':f' :,1: '.j,! l" .il' ~. .. , l' L'i]i 'im . ~j " j' ' ,. 1 0,:1 !IIi . ~I:~~i" , 'ji-i!1 . ,I'; , ..I ;;:)1 :TP. , .1 ....- :T~'~l I 1.1, " r; .~ : ii ~":l' ; '. 'J i~,' 1,4. I,"j:;), I' .' ;~~ , l I iUU _1iQ .. .111,11; ill II ". ~."'l.'_~~'n"~:<,,",,'L' .l:."l..=......T~ '~~~:~"'"""'_~ ~~aJ.1H - ''''''''''''P-- 1if\".a.~.~',"I'.~_",,,,,,," ~ _..C'W"" rTHU,-::' r .. 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(!) ell ell Ul Ul i:i:cn m ~::Hti1 t:3 =u.~J ]9_ ee "'ell Ee jJ ~ ~ ~ g ex: ~ ~ ~ ::J I< ,'3 ~ g l~,~ 2 ~~ "w ~ ':; 28 ~~ '" UJ '~ 2l ! ~ <3 ~ '~~ffi uil g>-e-s 13 0 'a ~ ~ :> '/5., ~ <il ~,~ 8:i b'~ l ~ a: ~~ 'lQ'f5 ~~~Ci:S"! 8j ~ U:;;llO., ., liii:=> ?<-'l<~ill ill t-_:J: ~~liJ ..'/# ....... Making Solid Waste Disposal Safe for Ground Water Tyler E. Gass Bennett.. GlISS & Williams. Consulting Geologists Rc'prinfC'd from ,h(' Ohio Journal of EIll'iroll1Uel1wl Hc'alrh There is no denying that our pnst waste disposal practices have had a significant negative impact on our mllion's ground water resources. The news media have performed admirably in bringing this problem 10 the ,lItention of the American public. but unfor- tunately have failed to inform the public that we have learned from past mistakes that it is now possible for sanitary landfills to be located, designed and operated so as to protect ground water from contamination. The impulse to expound on this subject occurred while I was driving through a relatively rural county in Ohio looking for a potential location for a new sanitary landfill. fn spite of extensive land area available. finding an appropriate location for a landfill was a challenging undertaking, Suddenly. il occurred to me that regardless of my efforts to choose the ideal location. the residents would rise to oppose the landfill. local residents will. without fail. find the shipment of their refuse to a landfill in a neighboring county to be the mosl popular alternative, It is unfortunate that the general public still remains relatively uninformed. Scientific investigation. new designs and operating procedures. and a host of state and federal regulations. have made it possible to dispose of solid waste in Ihe ground and to 8\'oid environmental problems, particularly ground waler contami. nation. Since the majority of those individuals receiving the Ohio Journal of Environmental Health are nOI scientists or engineers. and because all of our livelihoods are in one wayor another dependent on our nation's ground waterresources.1 thought that many of you might find it interesting to know just what is involved in selecting an appropriate location for a sanitary landfill and Ihe additional work that is necessary to further evaluale the hydrogeologic character.. istics of a site that has passed the preliminary selection criteria. The days oflitc:rallydumpingwaste in abilndoned gravel pits and quarries are past No longer can a local politician get away with suggesting thaI a municipality or county purchase his piece of property or Ihe property ofa friend or relative for a landfill. Today. the preliminary site selection process involves analysis of demo. graphics. geography and geology. And ifall goes well, the end result will be a ho.ndful of pOlential locations for a IolOdfill. prioritized from mosl atlraetive 10 lenst attractive. The process usually involvcs more lhan a mammoth eITon. although we often find ourselves competing againsl those who will evaluate and select an appro. printe: landfill location in a couple of days for 1.I fee ofS5oo. (And then there: are those who will use a forked stick to lind wutcr,) Preliminary she lnvesriglllion Our preliminury site inveslignlions plllce si!!nilkilnl cmphllsis on hydrogeologic conditions. hut therc arc sen,'ml olher fnctors thnl piny impannnt roles in lhc ultimnte 100:mions llllll will he con. sidered ror a pOlential Inndfill, Some of these factors include: proximity to trunsponntion routes, site ucccssihility. populution distribution. topogruphy. surface drllinnge. \'iSUlll impact. location afulili1ies.,exisling land use, proximity 10 w:ltcrwells lInd reservoirs, pOlcntinl for c,"anomic exploitalion ornlllurnl resources. nnd even the prmdmiry of Olirpons, 'The Impor1ance of eneh oflhese crifcrill is heSI illustrilted with n hyrolheficlll examJ'le or II county considering: developmenl of a sanilary landfill, Since we Wilnlto minirnilc Ifllnsportlltion costs nnd nHlximiuconvenicnce.the lill1dfill should he centrally IOC.lted in rellltion fO parml.lIit'll lIntVor indll~triill iu:tivity. or course, we tunnol PUI n landfill in thc downtown ilrC.l ofill.'il)' or in n ~uhurhlln residcnlial .Ircu, bUI wC\~OIn 11)'10 find \uilllhlc lICrellltc 10 meel our rC4uircmcol1ts in nn ute;! wiTh low pnrUllalinn t1clhit)', Uccnusc Ihis is e..~il'r s.lid fhurl done. ~enlr.llilalioll h oftl'n l,.'t1mpmrnilied, If we i.1I:l.:epl Ihl.." f,1I:1 Ih<ll pOlenli.llloClllion!ot for Ihe l<lIldfill an: going 10 he "WilY from Ihe counlY's cenler of populiltion, then il b increasingly imporlilnt that Slllisfi.tctory tramponatioll routes exist to permit adequate accessibility to the site from most seclions of the count)', With this in mind. we musl .1150 try 10 minimize the situation of having wuste disposal trucks driving Ihrough resi- dentiul neighborhoods on Iheir route to the landfill. One of Ihe objectives of good landfill engineering is to keep leachale generation and subsequent migration to a minimum. II is necessiH)'. therefore. to examine surface waler drainage near Ihe potential site for u landfill. We will want to evenlually divert any surfm:e waler awi.ty from lhe site and v..'ork with Ihe natural topogr:lphy as much as possible to reduce surface runoff inlo the site. After all. Ihe more water that comes into conlact with the refuse. the lurger the quantity of leachate that will be ,generated. For those of us involved in Ihe development and protection of ground water resources, the geologic and hydrogeologic considera- tions arc paramount And. the effort to carefully evaluate these factors more than equals the importance we place on protection of the ground water quality, The effort begins with acquisition ofa set of topographic maps for the entire county and a thorough examination of all geologic and hydrogeologic reporls that even mention the name of the county, This includes U.S, Geological Survey buIJetins. professional pa- pers. water supply papers. state and 'local geologic reports. soil conservation maps. and theses or dissertations prepared by geology graduale students. If oil. gas. coal. or miner:)l development has occurred in the county. an effort is madetoohtain information from the companies :nvol\'ed with exploration and development. In uddition. the Slale may ha\'e well logs for waler. oil and gas wells. and core boring data for areas lhat have been mined. An eVlltuation of the geologic and hydrogeologic data enables us to designate broad areas of the counlry and rank them in terms of suilablility for solid waste disposal. There are of course many factors which will reduce the total land areas where landfills arc feasible. These areas arc subtracted from thl.'l.ones ofl:JndfilJ suitahility. A composite map is then produced thut ranks broad areas in terms of hydrology. geology clnd geographic condition. Field Investigation Now lhe fun begins. at least for the geologist. The composile maps. topographic sheets. township maps showing property owner.. ship. auger equipment. rock hammer and camera arc all packed into a field vehicle and it is time to gc:ldiny, Eaeh area is thoroughly examined in the field. descriptions of rock outcrops are recorded. and the oricnlillions of bedding planes and/or rock fractures are mcasured. Pholographs arc laken of the physiogrnphy of localities with good I:lndlill pOlcntial. Soils :1fe cXilmined for suitability as liner or covcr m;:lterilll. Drainage characteristics arc field checked. Depending on the size of the county and the heterogeneity of the geology and geography. field work may take from three days to a couple of weeks. The final result is the selection of several siles mnked in order of their suitability for solid waSle disposal, Property ownership is then checked. proximity (0 existing wells and watcor supplies is determined. lhe presence of mining activities or oil and ga\ drilling llcti\"ily is nOled, Arens where underground mining hilS ol..'currc:d or within 1.000 feet of iI Wnfer wdl ilre l.."onsidc:r.:d llns.lIhfuctol)', Not only must we consider the PlISI resource developmcnl hUl IIlso the present potential for resource develop. lIlel11 nnd in ilddilion. we must also ex limine Ihe pOlcntinl for any flit/in' resoun:e developmenl th'll may affect the integril)' of any l<lndlill design, Appro"imutely six sites ore selected as having pOlentil.l1 ror a !'Iilnitill)' 1:lIldfill nperution. The sites arc prioritiud from most 10 leilsl fuvorOlhle and ,he dulu is presented to the count)' commission- ers. township Imslees, puhlic health Orlici.lls. ele. II now hecomes thl,.' responsihility of Ihc puhlic officillls to sc:leel lhe silC they Wilnt fM il Illl\dlill, Conclusion "ftCOI' the sile is ~l'kctcd iHld 1I1llhc IC~!<l1 issues with sitc i1cquisi. tion ilre n:suh'cd. il hl'comes ncecssar\' 10 dn " dl""ilcd hydrogen. lo~k C\'lIhlHtinn, This im'e\tiltilli(llt iT1\,'ol\'e... nUI11t'rcltlS mil hmings, l~j~~~~ ~!~~!~'~S '~~~'~ ~~~.~~ii ~'~~:~!8~ :~~E ~~E'~~;E 8~~~~~lU:C -,C.~5 ~ '~ ]-.g-g ~ ~ : ~~ ~ ,= a'~ ~ ~,g ~.~ ~: '~~~~~';,!~~~E~~_ ~~~~ ~~i ~c.: ~~'E'E E~ E~ ~,:; ;~8.'~~ ~~~~~~&~~1i~~~,dc li~u .s ~ ui : ~ ~ ~'5,'~; ~ (; 'O.'~:~ E :a',~~,g E _2.'g :; : -5 ~ ~ ~ ~ ~ ~ g'g'~ 5- g~ -g ,,~,~ en ~ E ~ ~ ~~ ~ ~ ~,~~. ~~:E ~ ~'~ ~e ~ ~ -5 :~.g ~e~ ~~~,e.fo,~~-5~'E :~~o ~~;~~~~~~~ai~~m'~~i~~=~ a: .t:. E lit'';:; ~ '';:; l'C "C .:= ::: '';:' ~.9! 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'" ~ ~ ,~~ e I~ Uf '~o _ J;~ ~~~ :::'<::( E'o.oi~ Q,l ~ QJ c::l)ltl ~ ~ ~,s;a :lo. ~~ ">~~ a i '<::( ~ ] ,~ ~ ~ ',"" -g ,~ ~ ~ ~ ~ ~ ;.,:,,:,:: ~~~~g~ ~ .:: e ~ B ~ ~ .~ ~ e- ' ',:'-,-,',::;' ~ <l.-",,,, ~ > '" <:: .," ." ~"';Q t oq::t' s ~ ~ ~ ~ - '. .............. ~ r:~<J c::l)t;CI) "b~", ~ e (5 ~ .~ ~,~ ~ (a ,a ~at;oq:~~i;; o~c:'a '" ~ ~ ~ '" ~ ,- - ~ " .' :...... . ..:.' ..... ~ ':; '0" Q ':: c:i ,~ to 8 E 0 :",:_ ' . ~ ~ ct ~ ~ ~ ~ ~ ~.;! .8 ~ ct,-,,':':r:.:'-,;::,,;!;,<,:~ ~~~~~~~~~~ ~':;~ :::' .....,:::"';' S:::::s~ € a....~Q;"'~ ~,~ ~o ' .",,'-',:_;'-' ~,~-s <1)'5 ~~ ~.~R ~:: e~,:,';>: e ~;: g =c3 ~ ~ ~.~ 'ru ~ ~ ,g ~., 1,:-,:.>:,:'<":';:':':';; ~ ..g:s ~ ~ ~ ~ ~ ~~ 'U ~ ~ ~. '':; :,:__/,,:::\.:', , :':": ::,:".:i:/': '~ ~ ~ ~ co ~.~:g.g g..~~ ~ ~,::~ """,_,,;.',':_'.:'-?~.:::' _:_",:.:;,; ;'i,:: .\t"E~~~;;;~~~~cl:.g~~ .... .' ',' .... .l:~,.; ~ ~~ ~ .....1. :.' .... ...... ..'. .. . .': "....... ''<> - " ..' .... .~ r::c ~ ~ <':>,Q:) ~ ,,:.::,,' .:',:::, ,,;,;:,::<:~::::,-: ';:.::~'; ... ..,..... ...... ..1.' ,'" ":.'>' ". ":' . -.' .'.> "", :, ~ '..... ..,' ~,../ ......... .... .' ..:... .:,' '. '. ..','. ......:. . /:' ....., .: '. ...'. ':-> '.': '.' .... ...,.,..:.. '.' .......,: .. '.' . .. ". .',>. .....,.:. '.:: '. ".' ,. ..:. . ... '. , '. .... " . .'. . 2- ~ 2,~ "", '" ~ ~ ...~ ,~ 1',-, & '" i , <<0 ~ "lit CO) ......, '. ....,:, .' .., ~ i ~ ~ ~ ~ ... d I '" .(I 1 ~ t 'l! I ~ e .3.:! ~ L! '. " ',: .' . ... I . '':> ." . .,' .. i v..I.iii. e lr~..",,;,.:. ~ '... . .'" i ~. ~ ~ I , .. . 11 " .." f f i~. .1 ..' . ..... .., f<:< in, .t .' , '" l. '. .'?~ .... ,i fh .. R I' "'9~, ~"_' j~ I' . , ~ 6~~~, , . ~. ',~ . ~ . ~ ~ . I ~ ~ ~ . . '.' II Ih~ 33 Sludge analysIs Analysis of cumulative samples of Hamstern sludge, Vis by, 14-18 July 1980. Normal contents of ordinary farmyard manure pH 12,3 Dry solids content 25,6 % 19,8 % Ignition residue 58,6 %ofOS Total nitrogen 1,2 %ofOS 2,2 %ofOS Ammonium nitrogen 0,11 % of OS Nitrate nitrogen <0,01 % of OS Total phosphorous 0,7 %ofOS 0,6 %ofOS Potassium 0,02 %ofOS 2,1 %ofOS Calcium 18,8 %ofOS Magnesium 0,3 %ofOS Sulphur 0,4 %ofOS Mercury 0,4 mg/kg OS Cadmium 1,2 mg/kg OS 1,0 mg/kg OS Lead 1,6 mg/kg OS 3,5 mg/kg OS Chromium 7,4 mg/kg OS Cobalt <3 mg/kg OS Nickel 5,9 mg/kg OS Manganese 117 mg/kg OS 240 mg/kg OS Copper 105 mg/kg OS 20 mg/kg OS Zinc 390 mg/kg OS 110 mg/kg OS Boron 14 mg/kg OS Source: Visby Agricultural Chemistry Station, S-621 00 Visby, Sweden, Comparison between metal contents of lime-treated sludge from septic tanks and normal contents of sewage treatment plant sludge, together with excess contents in contaminated sludge, expressed as mg/kg of dry solids, Zinc Copper Lead Chromium Nickel Septic tanks (Gotland, 1980) 390 105 1,6 7,4 5,9 <3 1,2 0,4 Normal digested sludge (Normal contents) 1,000-3,000 500-1.500 100-300 50-200 25-100 8-20 5-15 4-8 Contaminated digested sludge (Excess contents) > 10,000 > 3.000 > 1.000 > 1.000 > 500 > 50 > 25 Theoretical working cycle for organized sludge treatment and disposal by the Hamstem system Average times for a 2.5 m3 septic tank Tank Operation, productive Time, Operation, time for No, machine time min, other work Sludge extraction 0 Refilling with return water 5 and cleaning of hose 10 Tidying up, rewinding of hose, paperwork 15 Transport to next tank Dewatering 20 25 Orientation, unreeling of hose, preparations for Sludge extraction 30 sludge extraction Refilling with return water 35 and cleaning of hose 40 Tidying up, rewinding of hose, paperwork 2 45 Transport to next tank Dewatering 50 Orientation, unreeling of 55 hose, preparations for sludge extraction Sludge extraction 60 65 Refilling with return water 70 and cleaning of hose Tidying up, rewinding of 3 75 hose, paperwork Transport to next tank Dewatering 80 85 Orientation, unreeling of hose, preparations for Sludge extraction 90 sludge extraction 95 Refilling with return water 100 and cleaning of hose Tidying up, rewinding of 4 105 hose, paperwork Transport to next tank Dewatering 110 36 Volume 1000 900 Specific volume requirement of sludge as function of dry solids content 800 700 600 500 400 300 200 100 0 I I I ... 5 10 15 20 25 30 35 40 45 50 55 60 65 70 DS% ~I I I .' Sludge consistency I -I -, I w :5!1 '01 :>-1 :5!1 'E ::> :3"1 ~I 51 gl '" :I: '0 ~ CD e '" C\l al 0 ..... SI al ~ ..... ~ al C') > Ol 0 al C11 C11 Ol al Ol al Ol al al CD tJ 0 e ~ '" Ol "C '0 ::l 'E Cii "C CD e ""'. <0 q ~ .... 0 It) 0 0 ~ 0 'E '" N en N C\i 0 <Ii <Ii ,...: ,...: ....- N 0 n; ~ C\I ~ ~ ~ ~ ~ C\l tJ en :;: '" 0 "C " Ol '0 E .... 'E '" '" n; 0 0 0 0 CO C\l 0 0 It) It) CO 'E :;: al 0 It) <0 0 0 "'" CO CO .... al It) It) al CO CO .... ~ ~ ..... C") ~ 0 E C\I tJ ::l en ~ en "0 ~ 'E '" Ol '" "C .... .... C") ~ C\I It) 'E ::l .... CO 0 0 .... It) It) ~ "':. <0 "l 0 Cii 0 ..,., c as OJ "C ~ E 5. 5. 5. ::l 5. 5. n; Cii Q) ~ ~ ::l ~ 0 0 0 "C 0 0 a. + + + .s + + !:!:. m '0 U) a;- '" CO CO CO CD CO CO CO 0 0 0 tJ .... a. + + -I- 0> + + + + !:!:. + + 'E OJ ~ is ,Q ::2 ::2 ::2 ::2 ::2 ::2 ::2 en ::2 ::2 '" E .t:: tJ ::l ,E; c: c: .. .2 "C .5 >- >. c: '" as >. as >. .2 S U) .. "C ~ III ~ as c: c: '5. ::l l!! c: ~ ~ n; .2 .2 m ::l ::l "C 0 0 0 0 ~ n; n; '0 Z Z OJ U) Dl U) ~ .s III Z z JE ~ II: li; Ol 1ii 5. g :; (ij :;;: ..: C -0 ~ ::l Dl iCii > U) E '" '" c: a. 'C U) (ij C .0 Ol .0 c: CD .0 ::l ::l ::l 'E U) E OJ CD ::l .0 0> Ol ::l OJ m 0. 0. 0; 1:' Ol "C "C C U) g OJ co '0 III 0 "C ::l c: e e 0 ~ n; tJ (ij (ij E III 'Iii ii: :r :r ~ ::> ::r l- e!) u. co u: '2 tJ tJ c: "0 ~ co '0, 'E J!l OJ .c: 0 :; C1> " tJ "5 C1> E a. al Ol 0 0 0 0 0 C1> .t:: ~ 'ii 0 0 Ol ~ .... 0 co co co co co ::2 i:ii () i:i5 CJ '" co co .... N co cb " 1/ 1/ " Q. n; d> cp J, C\l ~ 5. ... ... ... 1/ ~ ~ ;b ...t 0. 0. 0. 0 J, "'" cO C\I < < < < ::2 CO () en ;~'<;'.~~t:;;:~:~':~;1rt~f/;t::, }:E'~~~i~';; ,;.; :,:::,i ",; ~'~Jt~: ,;; /';i~i-:~:;~~'" management and watershed protec- tion, adopting stringent rules for the disposal of subsurface sewage and animal waste, and launching wa. tershed protection programs.- "The study comes at a time when. there is a growing concern abOlit wa- . tel' in the state," said Dr. David J. Br()'w.~r'l'J'ii'.!-CCrn'iii;"lOi~'Urlii'i;lunJ'-' Regional Studies. University of North Curolina, who headed the study. The Institute consulted with state and local officials and found that il majority favored adoption of their recommendations. The, North Caro. lina Department of Natural Re. sources.. and Community Development has made similar pol. icy propo~als. for filters Severe caSCB of false and. misleading advertising, Metropolitan officials say, will be referred to the state at. torney general or the appropriate district attorney. "Processed water sales have soared in southern Cnliforniu in re- ccnt years, and we have a growing concern thut many consumers are making the switch out of fear that their tap water is contnminatca," said Michuel McGui,'e, water quality munager for Metropolitnn. "The quality of tap watel' should not be u concern." McGuire pointed out. "Thp water provided to consumers by re. tail wnter ngcncics in southcrn Cali. fornia is treuted and closely monitored to em-nll'CO public Hufcty," The only "bonn fide rCClHons" fOI" purchasing bottled wnter Mcrvice 01" filtrlltion unitM. r.-tcGuire Imido ure "taste prcftlrtlnccH, or obtaining con. ~d,\;tfJncy in tm;te," L ACCURACY FOR CURRENT METER 100 ':':~~": ~i,',J:r-:i :'-,"'-'''-;'''''..1,'; .;~,c...:.... ';;~c'."~.,,;,,,~,u ><,'",..., E'age 5/April, 1986 Specify. . . ~~ -~C::l~@ ~r .., t~~fferell,e FOR '.::.-~- , , . I' . ., ::?~~~,IO.~: ~~~~~~~-.~ '':7':;::;:''~~ because it works. When these lour problome appear In your water system In any comblnallon, you can have' malor he.daches. Problems havo solutions. Aqua.Mag can assume primary water treatment responsibility as , well as being compatible wllh existing chemical eddltlves. See Aqua.Mag work with our pro,appllcatlon Domonslrator 1{1t available from our 800 H or your I.'cal distributor, It.s worth n look! il~ ......=-~ vr~=~ ~,.,..". ~ww -.-- ~. I m--~~jjjj'.L~~""'===-~-~=r'.,,=:z..:''':.''-''''~11 ]"11 J" :<':,{i'~; ~IIIJ11511I1.It;~I':' I'l~- - ~ T- -~_l.ti. . . 01<;-1595:3 such plant tberc;lft:BJ: has been or is ;.;tgnificantly modified or if the operator terminates {(h-1::::!)) servicE! with that plant.. (c) tn appropriate classifica.tions, to persens who fill a vacate:l position required Q:t-Bf!L1.2:.22e.:.Ql!! to ((htt'le-o:}) ~g_i!l!~.!L.!:..l_~ cer- tified operator_ A certificate issued under this subsection shall t:c known as a "temporary" certitica tP. anrt aha 11 be ((~-:'f~1Sed)) .!.!!1.!S fOl: a perie.] of. not more thar. twelve months from !h~ date of i::>!:ue and shall he nonrenewable.. If a Foaition is vacilted by t}le hold6I: of il teuq;or- ary certificate issued unJer this st.lbsection,. no l!Jditional temporary certificate shall bl:! i~suud ((te-ni:~)) .!igJ;-1h!l..i!!!!1~i.g.1!.f!1_g:hQ!!:,gn-.s2 !.h!!: replacement. !!111!Q!!.Q.BL1!'!;f!lQ!i (Amending Or,l€r ['IE 82-07, filf;l:d 4/lfd82) W!t.C 173-230~061 AP?LICA'fICNS AND CER'IIFTCATIO}J REQ'-1IIlEI1ENTS. (1) Application for cert.ificil,tion to the vario\l~ classifications of wastewi1t4"r.' treatlllflnt plant o~erator shall be filed with the ((~~er1:!- ta- 'I!'1- --i o't' --lIft~'tevft'i:e'l: -'- t: l:'e~"e:lle ft~ --of- - t: he- vat-e e-ft' n~-v o:~'t:evft.-t:e-r-otle1:'tl't t) 'I! ee .'I!1:1:-!:-i e:!1i:.i ':"! "-.eO!!'!: d)) l!A.aJ;.m!~!.Q.L_f:gn1!.i..s:2..!.i.';!L~~Q:l!:t!.B!__Q9.Q~g,~1S!!;:. The ((~If'!eeet:e:e.,)) ~.s!E!.!U!.!ij;~S_,!;;;~!:iillQll.iS.!Ll:~2!1!:!!B-SQQ!di!l.iU:Q!: shall make application f'OI:t1S :nail:ltlc tlpOn request:. (2) upon receipt of a completer! application, the }!2..aU:~2!~!:~&llfg~!i.Q.!L_!!~Q.9~~l!!_-~S!:gi1:l~!s! ::;ha 11 i::&~O'rl!tI'!t-~oft-need~d-and)) screen t,he apFlication against criteria to. detc:'t1ine eligibility for: eX3mination certi ficat ion. (3) Certification requirl:!ments: ^fiplicants for ((e~ftllli:nati:Crl--or 'l!eeipeoerti)) certi f iea ti.cn ((to-the-"tt1t'i:ol:1~-vt2~t-e"tt:t~~-t retl:tment-oper- tl'tor--el:G'~~i-fie"'ti:.on~)) l!::L-!!~aDlin~ll.!2.!L~~!:inI.Q.!:g'y must :tlfJet thO'! ((foi:l:o"i:ft~)). mini:num ggY~llgl1-i!D..!LQEg~~ti.ng-9~ill!I.!~l!5~ requirements 01: equivc'\lents 1lliLfg&:!!L!t!tlQ~: ( (seeret'l'!:r)')) (( tI:~~embJ:e-t\3:!: the follo'Winq or r'Elci!1rocal ((e-l:t'l~~)) !;~lliici\ti2n ~!l~~j.11~llJ;j,gll r.:'lucation operating }:xpe:-iencD ( (Zle~'Pon'S~b-:i:e) ) ( (ehtl:'!:l}e-lfif!'lc)) -- - ---- -- -- ---- - - - -- - - - ---- - - ----- -- -- - -- --- --- - --. - - - -- -- -- --- ------- ot! ((ii!-yeft'!::5) ) 3 months ((Hooo) ) !ii~h_af:hQgl Q1.El.9!Ei! Group I ( (4i!-yee't"~) I 1 year ((i<oM)) !!.ig!Lg.h!2.!2.1 !!i1!191!H! Group 11 ( (li!-ye"c:5)) 1 Yl!<lrs ((<'00) ) [j.:ll1_.2~.2Q.! 11E.!2.!!!i! Groul' In ((4't-yeae::t) ) " yearn ((~-,!ectr:'l) ) !!.ig!L~.s:l1.Q.J! R!..el2!!iL2!..!Hl !:.::!.2_:t!!.d.t~ l2.!tl.1!!!l9 Group IV ( (+&-,.~"r~)) " ye'\ro ( (i!-'Ye~r~)) ~i.i1h~$lhgQl JlJ..E!llJl!!I_E.lY~ (gYX_Y2~[!! !:lll!!S!l!! .lllL_!J!J!llg~!!1~__.t!!!__QJ;llYI!__!__g!lUHisllt.i!!ll__~1l:L_!!!U_!IYh!!SHut!! lalli1111!!n1..~!l.tJ\..!!l\l!!1u!.Jlg!!_!!Lg!l11~!I!1_J:!!J.:- ~!lX_!!2.U!lD_2t_tll!!_ 2E!lJ.:j lin!l U1l2d!!n~!l_u:l!lJ.J;!l!!lll!" Jbl. At lC.tst h.llt of tho !! I:! 9 [iH:..! D.!l expcrience toguira"Ar,t ear C (ee~'t.*fiel"l:ti~ft--to-.,)) ClllJS II. 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" " .. o u a. 'g " ::' oll H 5" :! l; .l! ~ oll ..~ ... s ~ '" ij " 8~ .8- .:\5 ~ ~ ".. .. ~ " " " =4 f .. ... ~ l ~ ~ .. ..8 i .: :l oll ~::: ~ ~ l; .. " "" ~ . ~ a Ht:> "H ~; '" '" " 8 '" ~ " .= e.. .coo .... ..+ " II i: ~~ i '" ~ ..'" =~ ~ ! .. 0';:;1 H .. .. :::'" "H 5: < " 8 Il ~ ... ~~ "-6 i: .. c :: . ~ "'5 .s .l! I .; 1l'8 .. .. " .:l ".. H ~ :;j~ .:l ill ~ ~ . ....-; "'11 . '5 :;:1; ~ '" .. .. 8e .l! ~ ~ ~ ~~ ~ ~ 0 0 :l~ .s. =: "" 1;: 1;: l; G 0 "'''' '" .. ';:;. ,;:<, + i' _" ~, =, ...' """,, ,,-n!"' ......,__".... ~ .~lJJI HlEiJ:5IiJ!lI~-~- . . GLOSSARY TEC - TOTAL ELIGIBLE COST I1A - INNOVATIVE AND ALTERNATIVE STP - SEWAGE TREATMENT PLANT M & R - MODIFICATION AND REPLACEMENT III - INFILTRATION AND INFLOW STEP 1 - FACILITIES PLANNING STEP 2 - DESIGN STEP 3 - CONSTUCTI ON STEP 4 - DESIGN AND CONSTRUCTION __"",.,.,.1,"". .. pq JllIli~~.__,_""'-rM".""'__'U~T.,"'.'iI"~",~"~,, _ or ,,'~ ,..~.,jIJlj~ ",..,. r",_ lIIiIi'MlO ~'Wili.~ y!!""""" . . provide an opportunity for the planning agency to review and discuss the completed ratings. Reratin~ of Projects In FY 87 the rating system itself is being changed. In FY 88 projects will be rated under the new Priority Rating System. In subsequent years, project ratings are reevaluated each year. Most projects receive a "no change" rating) but a few require rerating because of changes in receiving water quality, health considerations, or a change in the rating parameters. Cost estimates on the rating aheets are updated by Ecology staff with each rerating. More frequent updates are encouraged. Removal of Projects Projects which have been rated will be removed from the project priority list when the proposed project: 1. has a signed grant to build the project using Washington State Referendum 26 or 39 monies, or monies provided under the state Centennial Clean Water Fund (RCW 70,145), or 2. has completed the project by other means, or 3. is determined to be ineligible for federal funding, or 4. has achieved secondary treatment. Failed Innovative and Alternative Projects Projects deemed "Failed I/A" by EPA with concurrence from Ecology will be administratively advanced to the top of the project priority list for a 100 percent modification/replacement grant. RATING PARAMETERS The following are the parametera used in the project rating process. a. Public health considerations. b. Water quality enforcement. c. Water quali ty evaluation. d. Project type conaiderations. e. Prevention of future problems. f. Preparedness to receive a grant offer. -2- ,71i[ ~~__lW~~""Ml'~--..-...p ~M nr "<:~ T~ I ~ll'M.f.- lit. -;:rr-(-rSl----- --- ~.iiiiIiiiIiiili--~.~ ~~=-":~"''''~ ~JX(i~l -'~i! .. "W-\~'I'''1II ,o;;'l._~~~~"',,,'''''._~,I''' "".', .'B'I'l::l 1'. '11ii:n~~ . Ill. WATER ~ALI1"t EV ALUA:rION . A. Water Quality Index - Significance of the discharge with!." the Water Quality Index segment. (Circle one - Maximum points" 100) Overall Water Quallty Index Ratlmt Significance of the D1scharge Compared to Other Point Source Dlsehar~es 1n that SeRment Points > 41 Upper 20'" Middle 60% Lower 20% 31-40 Upper 20% Middle 60% Lower 20% 21-30 Upper 20% Middle 60% Lower 20% 11-20 Upper 20% Middle 60% Lower 20'\ 0-10 and Lakes Upper 20% Middle 60% Lower 20' 100 75 50 75 S5 35 50 35 20 25 15 10 10 5 o TOl'AL III A B. Beneficial Use" The impact the rated project will have on the restoration or enhanceQlent of each of the beneficial uses made of the receiving water. (Maximum not to exceed 75 points) Type of Use Domestic ".eer .upply Primary contact recreation Sbel1fl.h harveltlng/fi.h migration Secondary contact recre.tlon Agricultural/induatrial water .upply TOTAL III -9- Points !!.!s!! ~ !e: 32 25 18 27 21 15 24 19 14 15 11 (Maxllllum 7S) . . IV. TYPE OF PROJECT (Maximum points - 100) Project must demonstrate system deficiencies. Rated problems muat not be the result of inadequate operations and maintenance. (Circle all categories involved 1n rated project and take highest score only) Cate~ory Construction of treatment facilities upgrading to secondary treatment from a lesser level of treatment Foint Value 100 Other municipal treatment facilities including advanced treatment and sludge treatment/disposal, and treatment facilities improving existing secondary treatment Infiltration and inflow (1/1) correction 75 Interceptors and appurtenances *Replacement and rehabilitation of sewers *Collection systems 50 25 o *Combined sewer overflOW o *Not eligible for federal funds at this time. TOTAL IV V. PREVEt-."II0N (Maximum points - 30) Does the community have an adopted long-term capital l.mprovement plan for its. municipal wastewater treatment system'! (Refer to Federal Fact Sheet for description. ) Yes (30 points) No (0 points) TOTAL V VI. PREPAREDNESS (Choose A or B - Maximum points - 20) Will the community. by July 1 or the preceding federal fiscal year.. have approved. Implementable: A. Step 3 community B. Step 2 6. 3 communitY FacUity Plan Yes (10 points) Facility Plan Yes (20 points) No (0 points) _ No (0 points) Dealln Yes (10 points) No (0 points) -L.e.. Cor the f'Y 88 List. chis would be July 1, 1987. TOTAL VI -10- -=:- --. lIiFlf1l111:1 ) ! W i -~=~. ~-~~""""'-'''''1'r-~ ..~ 411- - -r ........,,7...."'"'~ _WI j- V/"" ---'"'1- l7'l ------DWd.... '~"""'" - ~i l[~V-~"'~=-- ~. ~ '" co '" .?;- fl c OJ ... t.:> c o ..... ~ u " u 1:: .~ Ul,..l c o '" uu .... ~ ~ ... ..... C 0 OJ "'..... ... e ... Q~'" '" '" U ... U ~ .;; ... 0 '" ... ~'" '" " B Ul OJ '" e OJ ... 00 8 '" Ul ... '" ..... ..... o ""'~~ ." '" ..... '" c o ,j,.JO 0.... '" c u C '" o '" C '..-1 r.J:I...-t ..........~ ~ ~ '" e '" U .c '" c~"'" .... 0 >0 ~UlU u. ~'.-i :.aw...... .......,..... ~c-'" " .... U 00 Ul;N:..-l 0"'..... u'" '" '" Ul 0 .......... U -'" .,-f I""""l U OO",U '1"'1 :;> QJ ~ '11 ..., "'.-< -'" ::> M 00:Jl ~~!U 0"'" ... U C '" ::> ""'....'" '" U U U '" '" u 0 e '" U 'n ...., U 0..... 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'" :;l- .; o' ... ~ .. ~ ~ " '" g g g 0 0 ~ " ~ 0 ;::. 0 ~ ~~ 1;: ... ..... ... ...r "," ..; i ..... .<: '" [ d ... .... ~ u ~ ~ ,g~ B < ;~ .E .. ::'" .. ~ .:; ..." ~ - ~E > 0 NI .. u .;: ~ . " ~ 1: ~ 0'" 3 u '" " ~ ~ 'j.; " ~ Z ~ ~~ ii ! 1: ~ u " '" ], ..u .s :: ~ u o. :I ~ . < ... e .... '5:1 ~ ~ !! :I ~ " < ~ .. j o ~ a a u ~ ~ " ... '" .. ~ .. 0 .. < j : .2 1~ .. " u? '" ... ~ u ~ ~ ... ! "... j '" J II .. ~ i ... .:: ~ ~~ ~ .e " i: 1: ... E > ~ ... '" " ~~ '" .., 0 0 ~ .... ~ '" uu ~ " i: ..~ i ~ ~ .." > B .'" 0 .. .. " ll'! ... l: :l!l': < ~ i3 ~ . ~ ~ .. ~ . oS :! ... .. . .. 8.s ~ ~... . ~ '" .. " ~ -= ,," j ~ ~ '" ~ 0'" ~ ~~ > . ::: u .. .. " ~ ... .!: " 1;: ~ < '" "'.., < < .., .. - - ...., NI . GLOSSARY TEC - Total Eligible Cost I/A - Innovative and Alternative STP - Sewage Treatment Plant M & R - Modification and Rep 1 acemen t 1/1 - Infi ltration and Inflow Step3 - Construction Stepq - Design and Construction ~'IInlMiIl . . . FEDERAL CONSTRUCTION GRANTS PROGRAM RATING SHEET APPLICANT SECTION 303(e) SEGMENT TO # SEGMENT RANK PROJECT DESCRIPTION PROJECT NUMBER C53- WQL EQL REIMBURSABLE STEPS (circle) 1 2 1. POPULATION (circle one) 3,500 3,500 WATER QUALITY CONSIDERATIONS (maximum points 25 ,000 25,000 STEP 250) IA. Discharge from subject source(s) affects water quality of the surface water in the project area in the following manner. ~ ~ !! Low Dissolved Oxygen 0 25 55 Toxici ty 0 25 55 Coliform Excess 0 25 55 Algae, Slime, or other 0 15 30 Bacterial Growth Sludge Beds 0 15 30 Nuisance or Aesthetics 0 10 25 TOTAL IA lB. Discharge from subject source(s) affects the water quality of the ground water in the project area in the following manner. Toxicity ~ o ~ !! 75 150 50 100 TOTAL IB Coliform Excess o TOTAL of IA and ID (Maximum 250) -7- . .-. PUBLIC HEALTH RA2ARn EYALUATIO" POIM r- I CEI/ElW. '''''''''' EVALUAnClH CllTDtA jJCD uu.rIva POIn VA1Jaa ",um ! r~ ASSICKED I SURJ'ACE WA%D SClJJ;CI. CllOUlCD \lAtD lIOlIlCt Aquifer TytIe Not AppUCllbl. tmconftM'd .. 15 ConflMd .. S DUuUon RaUO.Walt./ 11<1000 .. 151111000 to I lr'lO.OOO'" II !lot Applicable Sue_ 1110.000 .. 10 i rRl7!'EcrIOH Proa1.ll1ty of V..te o ~ \: .t-I I( _1 to :z 111 I >2 .t lbo'Ie 11,1OOft 100 to 1000 1000 ft .. 5 OF to Source aboore . .berla lnuta .. 10 tnu1le .. , -L> ft .. 10 InUll.e .. 15 """" T7P- of W..te bv Sew... or s.pttc Prtaa.,.,. Effluent.. 10 s.c:ooduy Ifflumc .. , I S'JPl'LY Yank Effluent' .. 15 , Mo. of People Served ! ""'ROE b, the Affected W.cu >1000 .. lS 100 t.o lOOO .. 10 <100 .. , S,nell j TOL\L "'lIIr.l (Hul_ Po..i"Oh .. 60) I A.eu,1 Lot Sue in <10,000 ft2 .. 3 10,000 to 20,000 It2 .. 2 >20,000 It - 1 "fluted AI''' SoU PeRolation Ratu >20 elnutea/lnc.h .. '2 10 to 19 af.nut../lncb .. 1 <10 atnutu/tnch .. 0 ~.c.NT1AL AVluse Land Slope >15'\" 2 5to15'-1 <5'\" 0 i FOIl Eul_ud FaUure !tace >~- S 10to$O\-' <10"4" 1 H\llWl of on-Slte 5y.te.. cc."'T}.CT Effluent Pondln~ on Continually (lblet"uble Sea.onal1y Obaerv.ble Infrequently Oblerv.ble .. 2 CrCIIJnd Surf.lce - . -. \/"'" Prodait)' of W.lte to Withtn 100 ft. .. 6 100 to SOO ft. .. ,. >500 It. .. 2 stllACt keddenc.. and/or Public Ana. 'otentlal Muabar of >1000 - 6 100 to 1000 .. to <100" 2 PllOp1e Affected TOtAL I'OIN'II> (Hu:i_ Pouf.b1e .. 30) Aniaat Populationa Dente .. 2 Aver..e .. 1 Low" 0.5 17,. of Harvut c:.o-rela1 and Sport.. 3 Conllerchl .. 2 Sport.. 1 nattCTlOH Pub1f.c AccudbUity bcelleT1t.. 3 .... - 2 Poor" 1 OF Pra:JIt.ity of Wuta Within 100 yd. .. .. 100 to 1000 :rd' .. ~ >1000 7d. .. 1 SHEU.7JSR to C"ovlnl Are. [UiNta Wnu V01u.. >0.5 HCD .. .) 0.15 to 0.5 HCD .. 2 <0.15 HCD .. 1 C'<ellll/lC I T'yp,a of Dhchar.e On-Shon (tntertld.l) .. 2 Olf-Shon (Subtidal) .. 1 UJ:.U r,pe of Wute ;--~ Sif:f~.~~ ~~tte PrtNry lft:llMnt .. 2 Sacoout)' unu.mt .. 1 mrAL POINTS (......1_ 'onlble .. 20) T)"pe of Wit... U.e SwI..-IftJ .. 2 rlahtnl .. 1 'l..n" btln. .. C.S ...am:n0ll lnt.ndty of U.. >>a..,., .. 2 Aver... .. 1 LSiIf't .. 0.5 OF PToxiehy of Vue. Dt....ctl,. Whhln An. .. 2 I AdJKft'jt Ul An. .. J to UN A.... W"TD-oal tHTC:l tntaat. Wut. Vol.... >O.~ MCIt.. 2 0.15 to 0.' ttCD .. 1 <O.lS tCD .. 0.5 r.r.a.unOll Type of Wuta ;::" SU;r:.~ ~tt Ie 'riM..., Unucnt .. 1 Sacoed4lry Iffluent .. 0.5 fOtJJ. POlItIS (1\1.1.1_ Po..tbl. .. 10) CIA"D 'tOTAL - 10 . AV(\oql/0721)1o/a4 -"II~ .. ...........-=.=w;.. -.~ llll'_ Itdllilll ~~- ~~.~ "'~. _I'H'''IOJU ~ "II T - - ---- -.- -~- T ~"'-~.lr~ . page 13 . the sewer; system. QariCiersare segmented settling ta~s which range In size from 500 lOl200 8auons~ . ,',", .' - " 'Case 2~ Pll1tin8S'hop~~;:..~~a~tC~~ilir diSl:hargeS from plating shops are typically alIoWedJilid".fiie'sewertHowever when the clariCiers berome filled with~~4Im9~9.i;.dUetO~the high metab cOntenl, the waste water must be hauledWff~lasslsit~.Also, when plating tanks become saturated with ilripudueHi1ey-;m~3d)e'liauled lO the same siles. These tanks range is sae Croin2S~);gallons to 10,000 gallons. Depending on usage, tanks and clarifiers.are pumped annually. Using the MTF the wastewater can be reduced to noti-hazardous components. The water is then discharged to the sewer and the sludge hauled to a local di:,posal site. Typical annual disposal cosU for 5.000 gallons of spent plating solution and 1200 gallons of clarifier sludge are shown below. . current cost MTF's cost Testing $ 1,000 $ 1.000 Transportation 2,000 500 Dump Cees ~.200 500 MTF's operation 500 total annual cost $ 7,200 $ 2,500 A special note should be made that the dump sites capacity to ta1:e liquid waste is limited and that currently both Casmallia Resources and KetUeman Hill are not acceptlng'1iquid hazardous waste. Several small firms are having their clarifiers cleaned out by manually separating the sludge from the, water In 55 gallon drums. Their estimated cost for just cleaning the clariflersalono is $4,000 to 7,000. This may almost double the disposal costs for many companies. .' .. .Casc 3, 011 EqUipment Servicing: As 11 general rule these companies have minoramounu of hazardous waste stored on their property. It is primarily limited to small cans of solvents and eleaners. Somo of the larger companies have storage tanks containing hlWU'dous malerlal,. but these are rarely pumped ouL The majority or hlWU'dous J,t. IIlJNTEH & ASSOCIATES . page H . wasta produced,is rrointtiiCk~ashln8'~an~ tool cleaning: As these companies clean crude oUofphelr trucks and tools, the"washwater in the clarifiers becomes a hUat-doi.iimateria~ ,Those compaJiles havo their clarifiers cleane~~p'~1'9iinia~IY,on(:o per year. Using the MTF, the cost can be reduced l:iy;~~rtlngth',oll ~d grease to a dry sludge and discharging the wateriJi,~thesewersystem. The cost breakdown is shown below. current cost MTP's cost Testing $ J,OOO S J,OOO Hauling ,1,000 300 Dump fee 4,200 500 MTP's operating cost 500 $ .6,200 S 2,300 The vacuum filter has yet tobedemonstrated and If olls and solvents in the sludge are not tighUy bound to the solid particles there is the chance that 011 would be drawn out oC the solid cake and discharged to the sewer along with the water. .. Case 4, Uon-hazardouJ Waste Producer.: The mobile treatment unlt mllY also benefitcompanJes prOducing large amounts of llquid rion-hlWlrdous wasta. These companies discharge their liquid industrial wasta into the City's sewer system. Sludge and particulate mater accumulata in their industrial wastaclariflors and need to be pumped out as often as every two months. Fees for pumping and disposal ranae from $500 to 800. If the sludge, which is non-hlWlrdous, was dewatered by the MTF,i! could be disposed of along with the usual trash and the water disposed or into tho sewer. If the iriobiJo unlt operates at a cost of $500 per site, the operation could save the industries several hundred dollars per year. Testing wlll bo necessary fOt' all industries using the MTF. 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'Ii IiIl J::1 ~ - --:-1- '...=-.-.,.,. ~..ioil*l=1 --...._~---................,...''''.,".,-,..~~", 1 l~'V/f-iilii'~~~ '-'~r~-----""""'>=;:-.n:.!<',,;;o-'t';-""~ 11.1, iiIIi T\b.--";-Iif-'C r~~c~' ..........~_til .~ ~~'n& T ." _ _...r ,.~ .4 n l...d-(~ ~--..... .,MI.IlIlfI4Iil_1lllJ:m-~ ~ -" n,L,"'- l fi -kl ..-- ............~ "'-'-=l'~l-~ .._~~fiQ~. "'~~~' 1 ~ ."~_. -- ~ -""""'~,""",,~.....-,~. --""".,.,../~", "'''''.~''.'.' ~~.~ ~"~' (I ........."....,."""'..'"" ..".. . APPENDIX A BUDGET INFORMATION Jefferson County Step I Total Major Project Elements Planning ~ 1. Administration (County) $ 4,000 $ 4,000 Subtotal $ 4,000 $ 4,000 2. AlE Costs $23,000 $23,000 Subtotal $23,000 $23,000 TOTAL $27,000 $27,000 TOTAL PROJECT COST $27,000 $27,000 $13 ,500 $13,500 TOTAL ELIGIBLE COST GRANTEE SHARE DEPARTMENT SHARE A-3 . Total Eligible Cost $ 4,000 $ 4,000 $23,000 $23,000 $27,000 _'._m_""1,_~~.~"~"..-.." . ::o-=---:r."""",,, 1'1 '-r=='. ._""'loI'I~"I"l'I""..~....,,~___._ ~11~~~ -