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G  G  G  4j( 4242(jj( n4242(j@ 0 TableofContents 4 6   *bX*X͛WrittenFinalClosurePlanJJh.rr 3      SoilinfiltrationlayerQA/QCJJh.#3݌ " Ќ      QAtestingduringconstructionJJh. $3݌ 0 Ќ    6  GCLinfiltrationlayerQA/QCJJh."46Q݌ >  Ќ      GCLQA/QCtestingaddressedJJh. !4݌ L  Ќ      GeomembraneQA/QCJJh.4݌ Z &  Ќ    +  SeamtestingaddressedJJh.5+F݌ h 4 Ќ      ErosionandsoildrainagelayersQA/QCJJh. ,5݌ v B  Ќ  T#*X͛X*b`#j54242  5jj    4 54242 n 5j   *g X*X͛*,Y-ddd Xdd Xdd X4242j, d ,rtd , td , td ,Xtd ,Xtd , td ,td , t jj, d ,rtd , td , td ,Xtd ,Xtd , td ,td , t j+  3...+ 4 x39wK4XwS" < "-5X9 DESCRIPTION A.0.+,!x"...+ AREGULATORYCITATION(30TACunlessnoted) E.0.+0!".0.+ ESUBMITTEDYN H.0.+3$".0.+ HTECHNICALLYADEQUATEYN D.0.+/$ ".0.+ DNA A.0.+,!x ".0.+ ALOCATIONOF̀INFORMATION A.0..+,!L ".0.+ ACOMMENTS T.+?,x" x0  .0..+ xT  WrittenFinalClosurePlan / F0+1"4.+ F330.253(d) F0+1"40+ F F0+1"40+ F 60'"40+ 6 ,040 , ,040 , ,040 , 00.40 0 C0.+.4 x0 0. xC0 j 0j j Descriptionoffinalcoverdesignandmethodsandprocedurestobeusedforinstallation(FCQCP) M00+8,  0.+ M330.253(d)(1) C00+."|H00+ C C00+."|H00+ C 300$"|H00+ 3 )00|H00 ) )00|H00 ) )00|H 00 ) -00.|H!00 - C0.+.|H" x0 00. xC0 j 0j j 0  QualificationsofPORandPORsrepresentative M00+8, p$  0.+ M C00+." %00+ C C00+." &00+ C 300$" '00+ 3 )00 (00 ) )00 )00 ) )00 *00 ) -00. +00 - C0.+. , x0 00. xC0 j 0j j 0  PORorhisrepresentativeonsiteforallFCconstruction M00+8, X .  0.+ M C00+." /00+ C C00+." 000+ C 300$" 100+ 3 )00 200 ) )00 300 ) )00 400 ) -00. 500 -Ѐ C0.+. 6 x0 00. xC0 j 0j j 0    SoilinfiltrationlayerQA/QC # M00+8, 7  0.+ M C00+." 800+ C C00+." 900+ C 300$" :00+ 3 )00 ;00 ) )00 <00 ) )00 =00 ) -00. >00 - C0.+. ? x0 00. xC0 j 0j j 0  0K  Preconstructiontestingmaterials(LL,PI,%#200),compactiontests,ktestsonremoldedsamples M00+8,\( BK K 0.+ M C00+." C00+ C C00+." D00+ C 300$" E00+ 3 )00 F00 ) )00 G00 ) )00 H00 ) -00. I00 - C0.+. J x0 00. xC0 j 0j j 0  0K  Requiredinfiltrationlayerpermeabilityestablished(i.e.,FCk00+ C 300$"?00+ 3 )00@00 ) )00A00 ) )00B00 ) -00.C00 - C0.+.D x0 00. xC0 j 0j j 0  0K  0K K Supplierfreeswellandfluidloss(bentonite);mass/unitareaandgrabtensilestrength(geotextile);tensileproperties,thickness,andmass/unitarea(geomembrane) M00+8,|I  0.+ M C00+."@J00+ C C00+."@K00+ C 300$"@L00+ 3 )00@M00 ) )00@N00 ) )00@O00 ) -00.@P00 - C0.+.@Q x0 00. xC0 j 0j j 0  0K  0K K GCLmanufacturer(claymass/unitarea,moisturecontent,grabtensilestrength,andpermeability) M00+8,HT  0.+ M C00+."U00+ C C00+."V00+ C 300$"W00+ 3 )00X00 ) )00Y00 ) )00Z00 ) -00.[00 - C0.+.\ x0 00. xC0 j 0j j 0  0K  0K K Conformance(claymass/unitarea,permeability,directshear) M00+8, 0^  0.+ M C00+."L _00+ C C00+."L `00+ C 300$"L a00+ 3 )00L b00 ) )00L c00 ) )00L d00 ) -00.L e00 - C0.0+.L f x0 00. xC0 j 0j j 0    GeomembraneQA/QC W M000+8,4"xg  0.0+ M C000+."4"xh000+ C C000+."4"xi000+ C 5000$"4"xj000+ 5 +0004"xk000 + +0004"xl000 + +0004"xm000 + -000.4"xn000 - F.+14"xo x0 000. xF0 j 0j j 0  0K  Geomembranepropertiesprovided (virginrawmaterialsonly;2%3%carbonblack;nopinholes,surfaceblemishes,etc.;manufacturerstestinginaccordancewithGRIGM13) P0+;,K K .+ P F0+1"4x0+ F F0+1"4x0+ F 60'"4x0+ 6 ,04x 0 , ,04x 0 , ,04x 0 , 00.4x 0 0 F.+14x  x0 0. xF0 j 0j j 0  0K  Conformancetestingaddressed(thickness,density,carbonblackcontent,carbonblackdispersion,tensileproperties) P0+;, K K .+ P F0+1"@0+ F F0+1"@0+ F 60'"@0+ 6 ,0@0 , ,0@0 , ,0@0 , 00.@0 0 C0.+.@ x0 0. xC0 j 0j j 0  0K  Storageaddressed(rollsprotectedfromsoftorwetground;stackednomorethan5rollshigh) M00+8,d K K 0.+ M C00+."$ h00+ C C00+."$ h00+ C 300$"$ h00+ 3 )00$ h 00 ) )00$ h!00 ) )00$ h"00 ) -00.$ h#00 - C0.+.$ h$ x0 00. xC0 j 0j j 0  0K  Installationaddressed(subgradesmoothrolledandfreeofdesiccation,rutting,erosion,andstonesgreaterthan3/8jinchjj"j;noplacementininclementweather;novehicletraffic,smoking,ordamagingshoesondeployedgeomembrane;noforeignmatterinseams;nohorizontalseamsonsideslopes;noseamingabove104jFjorbelow32jFj;nofolds,largewrinkles,orfishmouthsinseams) M00+8,0/K K 0.+ M C00+." 000+ C C00+." 100+ C 300$" 200+ 3 )00 300 ) )00 400 ) )00 500 ) -00. 600 - C0.+. 7 x0 00. xC0 j 0j j 0  0K    Seamtestingaddressed f M00+8,4x8K K 0.+ M C00+."4x900+ C C00+."4x:00+ C 300$"4x;00+ 3 )004x<00 ) )004x=00 ) )004x>00 ) -00.4x?00 - C0.+.4x@ x0 00. xC0 j 0j j 0  0K  0K K Trialseams(peelandsheartests;passingcriteriaspecified) M00+8,`B  0.+ M C00+."|C00+ C C00+."|D00+ C 300$"|E00+ 3 )00|F00 ) )00|G00 ) )00|H00 ) -00.|I00 - C0.+.|J x0 00. xC0 j 0j j 0  0K  0K K Continuousnondestructivetests(airpressureorvacuumbox;passingcriteriaspecified) M00+8,M  0.+ M C00+."dN00+ C C00+."dO00+ C 300$"dP00+ 3 )00dQ00 ) )00dR00 ) )00dS00 ) -00.dT00 - C0.+.dU x0 00. xC0 j 0j j 0  0K  0K K Destructivetestsevery500ftofseam(peelandshear;passingcriteria[min.strength/FTB]specified) M00+8,,pX  0.+ M C00+."0Y00+ C C00+."0Z00+ C 300$"0[00+ 3 )000\00 ) )000]00 ) )000^00 ) -00.0_00 - C0.+.0` x0 00. xC0 j 0j j 0  0K  0K K Boundingoffailedtestsaddressed M00+8,ta  0.+ M C00+."tb00+ C C00+."tc00+ C 300$"td00+ 3 )00te00 ) )00tf00 ) )00tg00 ) -00.th00 - C0.+.ti x0 00. xC0 j 0j j 0  0K  Repairsaddressed M00+8,jK K 0.+ M C00+."k00+ C C00+."l00+ C 300$"m00+ 3 )00n00 ) )00o00 ) )00p00 ) -00.q00 - C0.+.r x0 00. xC0 j 0j j 0    ErosionandsoildrainagelayersQA/QC u M00+8,!Hs  0.+ M C00+."!Ht00+ C C00+."!Hu00+ C 300$"!Hv00+ 3 )00!Hw00 ) )00!Hx00 ) )00!Hy00 ) -00.!Hz00 - C0.0+.!H{ x0 00. xC0 j 0j j 0  0K  Soilmaterialtypeandtestingspecified M000+8,L"|K K 0.0+ M C000+."L"}000+ C C000+."L"~000+ C 5000$"L"000+ 5 +000L"000 + +000L"000 + +000L"000 + -000.L"000 - F.+1L" x0 000. xF0 j 0j j 0  0K  Placementofsoilovergeosynthetics addressed(dozerswith5psicontactpressureorlessinliftatleast12inchesthick) P0+;,XK K .+ P F0+1"4x0+ F F0+1"4x0+ F 60'"4x0+ 6 ,04x0 , ,04x 0 , ,04x 0 , 00.4x 0 0 C0.+.4x  x0 0. xC0 j 0j j 0  0K  Thicknessofsoilerosion/drainagelayersverifiedbysurvey M00+8,@K K 0.+ M C00+."\00+ C C00+."\00+ C 300$"\00+ 3 )00\00 ) )00\00 ) )00\00 ) -00.\00 -j G0..+2\ x0 00. xxGjj C0..+.\ x0 00. xCj0 j 0j j 0  0K  Syntheticmaterialsmaterialsandtestingaddressed M00.+8, (K K 0..+ M C00.+."D 00.+ C C00.+."D 00.+ C 500.$"D 00.+ 5 +00.D 00. + +00.D 00. + +00.D 00. + -00..D 00. -.$"D   xx ' 00.. .