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V 8Document[6]Document Style8..V 8Document[5]Document Style0..V/8Document[2]Document Style 2A.3  Ԁ   V& 8Document[7]Document Style0..0` ..` zU :Right Par[1]Right-Aligned Paragraph Numbers..2I.3  Ԁ..0..zh :Right Par[2]Right-Aligned Paragraph Numbers..` ..2A.3  Ԁ..0` ..` V?8Document[3]Document Style.. 21.3  Ԁ   z{ :Right Par[3]Right-Aligned Paragraph Numbers..` ..`  ..P 21.3  Ԁ` ..` 0 .. z :Right Par[4]Right-Aligned Paragraph Numbers..` ..`  .. .. 2a.3  Ԁ .. 0..z :Right Par[5]Right-Aligned Paragraph Numbers..` ..`  .. ..h..2(1)3  Ԁ..0h..hz :Right Par[6]Right-Aligned Paragraph Numbers..` ..`  .. ..h..h..2(a)3  Ԁh..h0..z :Right Par[7]Right-Aligned Paragraph Numbers..` ..`  .. ..h..h....2i)3  Ԁ..0..z :Right Par[8]Right-Aligned Paragraph Numbers..` ..`  .. ..h..h....p..2a)3  Ԁ..0p..pVX8Document[1]Document Style  @..^  2I.3  Ԁ     Ԉ l2:Technical[5]Technical Document Style.. 2(1)3  Ԁ. l2:Technical[6]Technical Document Style.. 2(a)3  Ԁ. l/%:Technical[2]Technical Document Style 2A.3  Ԁ   .. l,!:Technical[3]Technical Document Style 21.3  Ԁ   .. l(!:Technical[4]Technical Document Style 2a.3  Ԁ   .. l:0:Technical[1]Technical Document Style  2I.3  Ԁ     .. l1:Technical[7]Technical Document Style.. 2i)3  Ԁ. l1:Technical[8]Technical Document Style.. 2a)3  Ԁ. <6X9`(Courier*'   "Part B ChecklistChecklist  0 .   R& 8BibliogrphyBibliography0....fp2Doc InitInitialize Document StyleS "    I. 1. A. a.(1)(a) i) a)S !($0 ($0 0 (($0 0 0   A_ekqwDocumentDocument StyleI.1.A.a.(1)(a)i)a)jo4Tech InitInitialize Technical StyleS $  1 .1 .1 .1 .1 .1 .1 .1 S CuyTechnicalTechnical Document Style11.11.1.11.1.1.11.1.1.1.11.1.1.1.1.11.1.1.1.1.1.11.1.1.1.1.1.1.1x?t2PleadingHeader for numbered pleading paper &  'P(  lXXXXX?0('*dE*??0('*dE*?HH1HH2HH3HH4HH5HH6HH7HH8HH9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28  .+(32$ !  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CFRSubchapters ISW JHA rlbfloodplainStormwater WDWNPDES TWCupthrowndownthrowniIII.D.III.Denterablefeedstocks BIFIII.E.III.F. Hazgov't TPWD GLO OAQ TDH LPECIV.B.IV.C.landfilledGW SWM V.BN.O.R. I.R.HydrogeologicdrawdownAtterbergQA MTRhydrogeologicRecordkeepingrecordkeepingLabpack quantificationPOHCs HCI DRE HClpumpabledioxinsfuransHCSubchapterwatertube TESHII.A.BevillSubpartshydrologic V.L.geotechnicallineationsmapableIsopach PotentiometrictransmissiveDepositionalborings CEC potentiometric TDSANOVAVI.D.VII.A.VII.B.VII.E.VII.C.VII.D.VIII.B.VIII.C. SWMUSubmittal Mgmthydrogeology RFI IV.A IV.B IV.C V.C V.K V.LVII.AVII.BSWMUs X.A X.BXI.A.XI.B. I.H. USC RRC LDRs CSA NFPA haz ppmw X.Cexceedances X.D. TACB VOC BACT NSPSNESHAPS XI.Cattenuativevolatizegeofabricgeomembranelabpackdd;D?@DAEDFGHIDJKLMNQؐ/Acrobat PDFWriter#,,,,#0 !  _TRO'3Letter LandscapeX3' Letter'3Letter LandscapeX3'LetterT D\_*R;Q*NQIQQHQNNBN______ ___  H}_NM% 4 MNQ% L QTECHNICAL_ԀREVIEWCHECKLIST   ___SOILS_ԀANDLINERQUALITYCONTROLPLAN  rR _ Municipal_Ԁ_SolidJ% 7 JWaste_ԀPermitsSection,WastePermitsDivision *X( XQ*R;  _  ThischecklistservesasaguidelineforPartIII,Attachment10,forTypeIandTypeIVlandfillpermitapplicationsandmodificationsinaccordance  withtheinformationrequirementsof30TACChapter330,SubchapterH,Sections330.203and330.330.205.Forportionswhicharenot  applicable,marktheNAcolumn.Thischecklistisintendedtobeusedasaguideandmustbeusedinconjunctionwithreadingtherules.;6XXX*X6V;   ;#*X6VXX6X #;#*R;Q X*X(#*X( XQ*R;__#*R;Q X*X(l#*X( XQ*R;0w< )15XX0  FACILITYNAME: ]  A   LOCATION: %) 111   Ѐ ]  A    %) J * x #*R;Q X*X(#*^ \Q*R;(County)#*R;Q \*^ #*X( XQ*R;N x J *   x  APPLICANTSNAME: ]  A   TYPEOFFACILITY: %) 111 f  MSWPERMITNO.: ]  A  bB  Ѐ#*R;Q X*X(] #*^ \Q*R; ]  P0(IfApplicable)#*R;Q \*^ #*X( XQ*R;NP0  P0 DATERECEIVED: ]  A  ,  DATEASSIGNED: ]  A   ?w" < "-5Xw< )15X?TECHNICALREVIEWBY: C  ]  A   Ѐ C  ] rR#*R;Q X*X( #*^ \Q*R;(SignatureandDate)#*R;Q \*^ #*X( XQ*R;NrR   C  ]  A ̀ C  ] <j#*R;Q X*X( #*^ \Q*R;(PrintedName)#*R;Q \*^ #*X( XQ*R;Nj< j Bw S" < "-5Xw" < "-5XBSUPERVISOR: t  C  ]  A  fF Ѐ t  C  ] T4#*R;Q X*X(0#*^ \Q*R;(SignatureandDate)#*R;Q \*^o#*X( XQ*R;NT4 T4  t  C  ]  A ̀ t  C  ]  !#*R;Q X*X(#*^ \Q*R;(PrintedName)#*R;Q \*^#A*X6VXQ*R AN! A#*R QX*X6V;#*X6VXQ*R A  ! H} HD  H  A#*R QX*X6V#A__________________4*PQ*R;J   ?*,Y-ddd Xdd Xdd X3232??*,Y-ddd Xdd Xdd X3232?_, d ,rtd , td , td ,Xtd ,Xtd , td ,td , t +  <..+'44 <@:l*@9wK4XwS" < "-5X9 DESCRIPTION A.0+,!|H"..+ AREGULATORY  CITATION |H (30TACunlessnoted) E.0+0!".0+ ESUBMITTED |H YN H.0+3$".0+ HTECHNICALLY   ADEQUATE |H  YN D.0+/$ ".0+ DNA |H   A.0+,!".0+ ALOCATIONOF  ЀINFORMATION A.0.+,!|H".0+ ACOMMENTS U0.+@,|H"  .0.+ U  Attachment10SoilandLinerQuality D ControlPlan(SLQCP) uԀper330.203,  330.205,and330.206 C00+."P0.+ C330.56(j) C00+."D00+ C C00+."D00+ C 300$"D00+ 3 )00D00 ) )00D00 ) )00D00 ) -00.D00 - G0.+2D 00. GSoilLinerandQualityControlPlan(SLQCP) C00+."x0.+ C330.203 x 330.205 C00+."L 00+ C C00+."x!00+ C 300$"x"00+ 3 )00x#00 ) )00x$00 ) )00x%00 ) -00.x&00 - L0.+7x' 00. zLSitespecificdocumentationper30TAC t @( 330.203regardingballastinganddewatering  ) requirements,mustbeincluded. C00+." *0.+ C C00+."t @+00+ C C00+."t @,00+ C 300$"t @-00+ 3 )00t @.00 ) )00t @/00 ) )00t @000 ) -00.t @100 - L0.+7#t @2 z 00. LLicensedProfessionalEngineersSignature  3 andSeal. | H 4 0 j 0j j TheSLQCPmustbepreparedunderthe  5 directionofalicensedprofessional  6 engineer,andinaccordancewiththeTexas \( 7 EngineeringPracticeAct,itmustbe  8 signed,sealed,anddatedbytheengineer. M00+8,h 9  0.+ M330.205(a) C00+." :00+ C C00+." ;00+ C 300$" <00+ 3 )00 =00 ) )00 >00 ) )00 ?00 ) -00. @00 - G0.+2 A 00. GSoilLinerRequirements. B 0 j 0j j VerifythattheSLQCPaddressesthesoil d0C linerrequirementsandthattheyare D consistentwiththerequirementsstatedin pE 30TAC330.205(e.g.,Atterberglimits DF (ASTMD4318),Plasticityindexequaltoor G greaterthan15,andLiquidlimitequaltoor PH greaterthan30). M00+8,$I  0.+ M330.205(c)(6) C00+."J00+ C C00+."K00+ C 300$"L00+ 3 )00M00 ) )00N00 ) )00O00 ) -00.P00 - G0.+2Q 00. GPreconstructionTestingSoilLiners. LR 0 j 0j j VerifythattheSLQCPaddressesthe S preconstructiontestingrequirementsand XT thattheyareconsistentwiththe ,U requirementsstatedin30TAC V 330.205(c)(3),330.205(c)(7),and l8W 330.205(d). M00+8, X  0.+ M330.205(c)(3) LY 330.205(c)(7) Z 330.205(d) X[  C00+.",\00+ C C00+."L]00+ C 300$"L^00+ 3 )00L_00 ) )00L`00 ) )00La00 ) -00.Lb00 - G0.+2Lc 00. GSoilLinerSpecifications 4d 0 j 0j j Preparatione   0 j 0j j 0  0K  VerifythattheSLQCPaddressesthe t@f preparationofthe_subgrade_Ԁpriortothe g soillinerconstruction. M00+8,hK K 0.+ M330.205(b) C00+."4i00+ C C00+."4j00+ C 300$"4k00+ 3 )004l00 ) )004m00 ) )004n00 ) -00.4o00 - G0.+24p 00. GSoilLinerSpecifications q 0 j 0j j Placement|Hr   0 j 0j j 0  0K  VerifythattheSLQCPaddressesthe  s placementrequirementsforeachliftof  t thesoilliner. M00+8,\!(uK K 0.+ M330.205(b) C00+."v00+ C C00+."w00+ C 300$"x00+ 3 )00y00 ) )00z00 ) )00{00 ) -00.|00 - G0.+2} 00. GSoilLinerSpecifications D 0 j 0j j Compaction(    0 j 0j j 0  0K  VerifythattheSLQCPaddressesthe  compactionrequirementsforeachliftof $h thesoilliner. M00+8,K K 0.+ M330.205_(c_)(3) D 330.205(d) ( 330.205(g) C00+."00+ C C00+."D 00+ C 300$"D 00+ 3 )00D 00 ) )00D 00 ) )00D 00 ) -00.D00 - G0.+2D 00. GSoilLinerSpecifications 0 0 j 0j j LiftBonding    0 j 0j j 0  0K  VerifythattheSLQCPaddressesthe , p requirementstoachieveadequate   bondingbetweeneachlift. M00+8,l K K 0.+ M330.205(b) C00+."000+ C C00+."000+ C 300$"000+ 3 )00000 ) )00000 ) )00000 ) -00.000 - G0.+20 00. GSoilLinerSpecifications   0 j 0j j LinerProtection4 x   0 j 0j j 0  0K  LinerTieIn  K K  0 j 0j j 0  0K  0K K 0  VerifythattheSLQCPaddressesthe t  proceduresforthelinertiein. M00+8,X !  0.+ M330.205(b) C00+." "00+ C C00+." #00+ C 300$" $00+ 3 )00 %00 ) )00 &00 ) )00 '00 ) -00. (00 - G0.+2 ) 00. GSoilLinerSpecifications < * 0 j 0j j LinerProtection +   0 j 0j j 0  0K  SamplingandTestingLocations| ,K K  0 j 0j j 0  0K  0K K 0  VerifythattheSLQCPaddressesthe ` - backfillingoftheholesdugorcreated . duringanysamplingand/ortesting \/ activities. M00+8,@0  0.+ M330.205(b) C00+."< 100+ C C00+."< 200+ C 300$"< 300+ 3 )00< 400 ) )00< 500 ) )00< 600 ) -00.< 700 - G0.+2< 8 00. GSoilLinerSpecifications $h9 0 j 0j j LinerProtection:   0 j 0j j 0  0K  SoilLinersOverlainByGeomembrane d; LinersH<K K  0 j 0j j 0  0K  0K K 0  VerifythattheSLQCPaddressesthe = proceduresforpreparingthesoilliner D> inpreparationforgeomembrane (? placement. M00+8,@  0.+ M330.205(b) $hA 330.205(h) C00+."B00+ C C00+."$hC00+ C 300$"$hD00+ 3 )00$hE00 ) )00$hF00 ) )00$hG00 ) -00.$hH00 - G0.+2$hI 00. GSoilLinerSpecifications J 0 j 0j j LinerProtectionLK   0 j 0j j 0  0K  _SLER_/GLERMarkers0LK K  0 j 0j j 0  0K  0K K 0  VerifythattheSLQCPaddressesthat M thelimitsofallconstructedlinerswill ,pN bemarkedinaccordancewiththe O requirementsof30TAC lP 330.55(b)(10)and330.206(d). M00+8, PQ  0.+ M330.55(b)(10) R 330.206(d) C00+."LS00+ C C00+."T00+ C 300$"U00+ 3 )00V00 ) )00W00 ) )00X00 ) -00.Y00 - G0.+2Z 00. GSoilLinerSpecifications D 0 j 0j j LinerProtection(   0 j 0j j 0  0K  ConstructionTimingK K  0 j 0j j 0  0K  0K K 0  VerifythattheSLQCPaddressesthat $h thesoillinerconstructionandtesting   willbeconductedinasystematicand d timelyfashionin. M00+8, H  0.+ M330.205(b) C00+."D00+ C C00+."D 00+ C 300$"D 00+ 3 )00D 00 ) )00D 00 ) )00D 00 ) -00.D00 - G0.+2D 00. GSoilLinerSpecifications , p 0 j 0j j LinerProtection    0 j 0j j 0  0K  _Ponded_ԀWateronLinersl K K  0 j 0j j 0  0K  0K K 0  VerifythattheSLQCPaddressesthe  P proceduresforthepreventionand   removalof_ponded_Ԁwateronliners. M00+8,L   0.+ M330.205(b) C00+.", p00+ C C00+.", p00+ C 300$", p00+ 3 )00, p00 ) )00, p00 ) )00, p00 ) -00., p00 - G0.+2, p 00. GFieldTestingSoilLiners t  0 j 0j j FieldDensitiesandMoistureContentX    0 j 0j j 0  0K  VerifythattheSLQCPaddressesthe   fielddensityandmoisturecontentand T ! frequencyoftestingrequirements. M00+8,8 "K K 0.+ M330.205_(c_) t # 330.205(d) C00+."X $00+ C C00+."t %00+ C 300$"t &00+ 3 )00t '00 ) )00t (00 ) )00t )00 ) -00.t *00 - G0.+2t + 00. GFieldTestingSoilLiners ` , 0 j 0j j SieveAnalysis-   0 j 0j j 0  0K  VerifythattheSLQCPaddressesthe \. sieveanalysisandfrequencyoftesting @/ requirements. M00+8,0K K 0.+ M330.205_(c_) C00+."` 100+ C C00+."` 200+ C 300$"` 300+ 3 )00` 400 ) )00` 500 ) )00` 600 ) -00.` 700 - G0.+2` 8 00. GFieldTestingSoilLiners 9 0 j 0j j AtterbergLimitsd:   0 j 0j j 0  0K  VerifythattheSLQCPaddressesthe H; Atterberglimitsandfrequencyoftesting < requirements. M00+8,D=K K 0.+ M330.205_(c_) C00+.">00+ C C00+."?00+ C 300$"@00+ 3 )00A00 ) )00B00 ) )00C00 ) -00.D00 - G0.+2E 00. GFieldTestingSoilLiners lF 0 j 0j j CoefficientofPermeability PG   0 j 0j j 0  0K  VerifythattheSLQCPaddressesthe H coefficientofpermeabilityandfrequency LI oftestingrequirementsandthatitis 0J consistentwiththerequirementsstated K in30TAC330.205(c)(5)(A). M00+8,,pLK K 0.+ M330.205_(c_) C00+."lM00+ C C00+."lN00+ C 300$"lO00+ 3 )00lP00 ) )00lQ00 ) )00lR00 ) -00.lS00 - G0.+2lT 00. GFieldTestingSoilLiners TU 0 j 0j j ThicknessVerification8V   0 j 0j j 0  0K  VerifythattheSLQCPaddressesthe W thicknessverificationandfrequencyof 4 xX testingrequirements. M00+8, YK K 0.+ M330.205_(c_) C00+."TZ00+ C C00+."T[00+ C 300$"T\00+ 3 )00T]00 ) )00T^00 ) )00T_00 ) -00.T`00 - G0.+2Ta 00. GNonConformingTestsSoilLiner D 0 j 0j j FieldDensityandMoistureTests(    0 j 0j j 0  0K  VerifythattheSLQCPaddressesthe  procedurestobeimplementedforareas $h thatdonotmeetthedensityand  moisturecontentrequirements. M00+8,dK K 0.+ M330.205_(c_) D 330.205(d) C00+."(00+ C C00+."D 00+ C 300$"D 00+ 3 )00D 00 ) )00D 00 ) )00D 00 ) -00.D00 - G0.+2D 00. GNonConformingTestsSoilLiner   0 j 0j j PermeabilityTests, p   0 j 0j j 0  0K  VerifythattheSLQCPaddressesthe   procedurestobeimplementedforareas l  thatdonotmeetthepermeability  P requirements. M00+8, K K 0.+ M330.205_(c_)   330.205(d) C00+.", p00+ C C00+." 00+ C 300$" 00+ 3 )00 00 ) )00 00 ) )00 00 ) -00. 00 - G0.+2  00. GDocumentationSoilsandLinerEvaluation    Report(SLER) t  0 j 0j j VerifythattheSLQCPaddressesthe X ! preparationandsubmittaloftheSLERin  " accordancewiththerequirementsof30 T # TAC330.206. r00+],8 $  0.+ Kt@330.206Kt@r330.206 g00+RF  % Kt@330.206 Kt@00+ g C00+."  &00+ C 300$"  '00+ 3 )00  (00 ) )00  )00 ) )00  *00 ) -00.  +00 - G0.+2  , 00. GMaterialRequirementsGeomembraneLiner ` - 0 j 0j j VerifythattheSLQCPaddressesmaterial . specifications,manufacturing,shipping, \/ delivery,storage,andinstallation. M00+8,@0  0.+ M330.205(b)(4) C00+."` 100+ C C00+."` 200+ C 300$"` 300+ 3 )00` 400 ) )00` 500 ) )00` 600 ) -00.` 700 - G0.+2` 8 00. GPreconstructionTestingGeomembrane $h9 Liner : 0 j 0j j VerifythattheSLQCPaddressesthe d; ManufacturersQualityControlandthird H< partyindependentlaboratorytesting = requirements. M00+8,D>  0.+ M330.205(b)(4) C00+."$h?00+ C C00+."$h@00+ C 300$"$hA00+ 3 )00$hB00 ) )00$hC00 ) )00$hD00 ) -00.$hE00 - G0.+2$hF 00. GGeomembraneLinerInstallation lG 0 j 0j j VerifythattheSLQCPaddressesthatthe  PH installationofthegeomembranewillhave I continuousinspectionbytheGeotechnical LJ Professionaland/oraQualifiedEngineering 0K Technicianunderhis/herdirectsupervision, L andthatitisconsistentwiththe ,pM requirementsin330.205(a)(2), N 330.205_(c_)(1),and330.205_(c_)(2). M00+8,lO  0.+ M330.205(a)(2) lP 330.205(b)(4)  PQ 330.205_(c_)(1) R 330.205_(c_)(2) C00+."LS00+ C C00+."lT00+ C 300$"lU00+ 3 )00lV00 ) )00lW00 ) )00lX00 ) -00.lY00 - G0.+2lZ 00. GGeomembraneLinerInstallation D 0 j 0j j Preparation(   0 j 0j j 0  0K  VerifythattheSLQCPaddressesthe  _subliner_Ԁpreparationpriortodeploying $h thegeomembraneliner(i.e.,rock  contentnotadetrimenttotheintegrityof d  theoverlyinggeomembraneandthefinal  H liftofthesoillinershouldpassthe3/8   inchsieve). M00+8,D  K K 0.+ M330.200(b) D  330.205(b)(4) (  330.205(h) C00+." 00+ C C00+."D 00+ C 300$"D00+ 3 )00D00 ) )00D00 ) )00D00 ) -00.D00 - G0.+2D 00. GGeomembraneLinerInstallation l  0 j 0j j Placement P   0 j 0j j 0  0K  VerifythattheSLQCPaddressesthe   placementofthegeomembraneandthat L  itisconsistentwiththerequirementsin  0  330.200(b)(i.e.,geomembrane   installedindirectanduniformcontact ,p  withthecompactedsoilcomponent). M00+8, K K 0.+ M330.205(b)(4) C00+."l 00+ C C00+."l 00+ C 300$"l 00+ 3 )00l 00 ) )00l  00 ) )00l !00 ) -00.l "00 - G0.+2l # 00. GGeomembraneLinerInstallation 8 $ 0 j 0j j TrialSeams %   0 j 0j j 0  0K  VerifythattheSLQCPaddressesthe 4x & trialseamrequirementsandfailure ' criteria. M00+8,t(K K 0.+ M330.205(b)(4) C00+."8 )00+ C C00+."8 *00+ C 300$"8 +00+ 3 )008 ,00 ) )008 -00 ) )008 .00 ) -00.8 /00 - G0.+28 0 00. GGeomembraneLinerInstallation 1 0 j 0j j FieldSeaming<2   0 j 0j j 0  0K  VerifythattheSLQCPaddressesthe  3 fieldseamingrequirements.. M00+8,|4K K 0.+ M330.205(b)(4) C00+."500+ C C00+."600+ C 300$"700+ 3 )00800 ) )00900 ) )00:00 ) -00.;00 - G0.+2< 00. GGeomembraneLinerInstallation = 0 j 0j j FieldTestingD>   0 j 0j j 0  0K  VerifytheSLQCPaddressesthatthe (? fieldtestingofthegeomembranewill @ havecontinuousinspectionbythe $hA GeotechnicalProfessionaland/ora B QualifiedEngineeringTechnicianunder dC his/herdirectsupervision,andthatitis HD consistentwiththerequirementsin30 E TAC330.205(a)(2),330.205_(c_)(1),and DF 330.205_(c_)(2). M00+8,(GK K 0.+ M330.205(a)(2) H 330.205(b)(4) DI 330.205_(c_)(1) (J 330.205_(c_)(2) C00+."K00+ C C00+."L00+ C 300$"M00+ 3 )00N00 ) )00O00 ) )00P00 ) -00.Q00 - G0.+2R 00. GGeomembraneLinerInstallation  PS 0 j 0j j FieldTestingT   0 j 0j j 0  0K  NonDestructiveTestingL UK K  0 j 0j j 0  0K  0K K 0  VerifythattheSLQCPaddressesthe  0V nondestructivetestingprocedures !W andpassingcriteria(i.e.airpressure ,"pX andvacuumboxtesting). M00+8,"Y  0.+ M330.205(b)(4) C00+." PZ00+ C C00+." P[00+ C 300$" P\00+ 3 )00 P]00 ) )00 P^00 ) )00 P_00 ) -00. P`00 - G0.+2 Pa 00. GGeomembraneLinerInstallation D  0 j 0j j FieldTesting(   0 j 0j j 0  0K  DestructiveTestingK K  0 j 0j j 0  0K  0K K 0  VerifythattheSLQCPaddressesthe $h destructivetestingproceduresand  failurecriteria(i.e.,shearandpeel). M00+8,d  0.+ M330.205(b)(4) C00+."D00+ C C00+."D00+ C 300$"D 00+ 3 )00D 00 ) )00D 00 ) )00D 00 ) -00.D 00 - G0.+2D 00. GGeomembraneLinerInstallation   0 j 0j j NonConformingTestResultsandRepairs, p   0 j 0j j 0  0K  VerifythattheSLQCPaddressesthe   proceduresforretestingandrepairsof l  nonconformingtestresults. M00+8, PK K 0.+ M330.205(b)(4) C00+." 00+ C C00+." 00+ C 300$" 00+ 3 )00 00 ) )00 00 ) )00 00 ) -00. 00 - G0.+2  00. GGeomembraneLinerProtection 4 x 0 j 0j j VerifythattheSLQCPaddresses    protectionofthegeomembranelinerduring t  placementandseaming. M00+8,X   0.+ M330.205(b)(4) C00+."4 x 00+ C C00+."4 x!00+ C 300$"4 x"00+ 3 )004 x#00 ) )004 x$00 ) )004 x%00 ) -00.4 x&00 - G0.+24 x' 00. GAnchorTrenchandBackfilling < ( 0 j 0j j VerifythattheSLQCPaddressesthe  ) proceduresfortheconstructionand | * completionoftheanchortrench. M00+8,` +  0.+ M330.205(b)(4) C00+."< ,00+ C C00+."< -00+ C 300$"< .00+ 3 )00< /00 ) )00< 000 ) )00< 100 ) -00.< 200 - G0.+2< 3 00. GDocumentationGeomembraneLiner D4 EvaluationReport(GLER) (5 0 j 0j j VerifythattheSLQCPaddressesthe 6 preparationandsubmittaloftheGLERin $h7 accordancewiththerequirementsof 8 330.206. r00+],d9  0.+ Kt@330.206Kt@r330.206 g00+RFD: Kt@330.206 Kt@00+ g C00+."D;00+ C 300$"D<00+ 3 )00D=00 ) )00D>00 ) )00D?00 ) -00.D@00 - G0.+2DA 00. GLeachateCollectionSystem B 0 j 0j j VerifytheSLQCPaddressesthatthe ,pC installationoftheleachatecollection D systemwillhavecontinuousinspectionby lE theGeotechnicalProfessionaland/ora  PF QualifiedEngineeringTechnicianunder G his/herdirectsupervision,andthatitis LH consistentwiththerequirementsin 0I 330.205(a)(2),330.205_(c_)(1),and J 330.205_(c_)(2). M00+8,,pK  0.+ M330.205(a)(2) L 330.205_(c_)(1) ,pM 330.205_(c_)(2) C00+."N00+ C C00+."O00+ C 300$"P00+ 3 )00Q00 ) )00R00 ) )00S00 ) -00.T00 - G0.+2U 00. GLeachateCollectionSystem TV 0 j 0j j MaterialsandDesign8W   0 j 0j j 0  0K  VerifythattheSLQCPaddressesthat X theconstruction,design,andstrengthof 4 xY theleachatecollectionsystemin  Z accordancewiththerequirementsof t![ 330.200(a)(2)and330.201. M00+8,"X\K K 0.+ M330.200(a)(2) T] 330.201 C00+."8^00+ C C00+."T_00+ C 300$"T`00+ 3 )00Ta00 ) )00Tb00 ) )00Tc00 ) -00.Td00 - G0.+2Te 00. GProtectiveCoverLayer D  0 j 0j j VerifytheSLQCPaddressesthatthe ( installationoftheprotectivecoverlayerwill  havecontinuousinspectionbythe $h GeotechnicalProfessionaland/ora  QualifiedEngineeringTechnicianunder d his/herdirectsupervision,andthatitis  H consistentwiththerequirementsin   330.205(a)(2),330.205_(c_)(1),and D   330.205_(c_)(2). M00+8, (   0.+ M330.205(a)(2) D  330.205_(c_)(1) (  330.205_(c_)(2) C00+." 00+ C C00+."D00+ C 300$"D00+ 3 )00D00 ) )00D00 ) )00D00 ) -00.D00 - G0.+2D 00. GProtectiveCoverLayer  P 0 j 0j j Deployment    0 j 0j j 0  0K  VerifythattheSLQCPaddressesthe L  deploymentoftheprotectivecoverlayer. M00+8, 0 K K 0.+ MЀ C00+." P00+ C C00+." P00+ C 300$" P00+ 3 )00 P00 ) )00 P00 ) )00 P00 ) -00. P00 - G0.+2 P  00. GProtectiveCoverLayer X ! 0 j 0j j ThicknessandSurveyVerification "   0 j 0j j 0  0K  VerifythattheSLQCPaddressesthe T # thicknessrequirementsoftheprotective 8 $ coverlayerandthatitisconsistentwith  % therequirementsinChapter3.11.2ofthe 4x & _LCTH_.Also,verifythattheSLQCP ' addressesthethicknessverificationand t( frequencyoftestingrequirementsforthe X) protectivecoverlayer. M00+8,*K K 0.+ M C00+."X +00+ C C00+."X ,00+ C 300$"X -00+ 3 )00X .00 ) )00X /00 ) )00X 000 ) -00.X 100 - G0.+2X 2 00. GProtectiveCoverLayer  3 0 j 0j j DrainageFlowRate|4   0 j 0j j 0  0K  VerifythattheSLQCPaddressesthe `5 permeabilityrequirementsofthe 6 protectivecoverlayer. M00+8,\7K K 0.+ M C00+." 800+ C C00+." 900+ C 300$" :00+ 3 )00 ;00 ) )00 <00 ) )00 =00 ) -00. >00 - G0.+2 ? 00. GInterimStatusReport(_ISR_) @ 0 j 0j j VerifythattheSLQCPaddressesthe $hA requirementsforpreparationandsubmittal B ofan_ISR_Ԁandthatitisconsistentwiththe dC requirementsin330.206(e). M00+8,HD  0.+ M330.206(e) C00+."E00+ C C00+."F00+ C 300$"G00+ 3 )00H00 ) )00I00 ) )00J00 ) -00.K00 - G0.+2L 00. GBallastingand_Dewatering_ ,pM 0 j 0j j VerifythattheSLQCPcontainsprocedures N tobefollowedwhenexcavationsextend lO intoorhavethepotentialtoextendintothe  PP groundwaterasrequiredby30TAC Q 330.205(b)(3)(B).Theproceduresmust L R beinaccordancewiththeprovisions  0S providedin30TAC330.203. M00+8,!T  0.+ M330.205(b)(3)(B) ,pU 330.203 C00+."V00+ C C00+.",pW00+ C 300$",pX00+ 3 )00,pY00 ) )00,pZ00 ) )00,p[00 ) -00.,p\00 - G0.+2,p] 00. GBallastingand_Dewatering_ D  0 j 0j j SeasonalHighWaterTable(   0 j 0j j 0  0K  VerifythattheSLQCPincludesthe  designseasonalhighwatertable $h elevationanddocumentationto  substantiatehowitwasdetermined. d Substantiationmustincludehistoric  H groundwaterelevationdatafromall   _piezometers_/monitorwells. M00+8,D  K K 0.+ M330.205(b)(3)(B) D  330.203 C00+."( 00+ C C00+."D 00+ C 300$"D 00+ 3 )00D00 ) )00D00 ) )00D00 ) -00.D00 - G0.+2D 00. GBallastingand_Dewatering_ l  0 j 0j j DeterminingBallastRequirements P   0 j 0j j 0  0K  VerifythattheSLQCPaddressesballast   requirements,ifany,anditmustbe L  basedupontheseasonalhighwater  0  tableelevationandthepermitteddepth   ofexcavation.Forareaswhereballastis ,p  required,theSLQCPmustcontain   calculationsasrequiredby l  330.203(a)(1).IftheSLQCPindicates  P  thatnoballastisrequired,thenitmust   containsubstantiatingdocumentationin L  accordancewith330.203(a)(4)(i.e., 0 seasonalhighwatertableisbelowthe   permitteddepthofexcavation),or ,p! calculationsinaccordancewith " 330.203(a)(1)thatshowthattheweight l# oftheprotectivecoverlayermeetsthe  P$ requiredfactorofsafety.Ballast % calculationsintheSLQCPmustnot L& includetheweightofthesoilliner 0' componentwhenitisoverlainbya ( geomembrane. M00+8,,p)K K 0.+ M330.205(b)(3)(B) l * 330.203 C00+." P+00+ C C00+."l ,00+ C 300$"l -00+ 3 )00l .00 ) )00l /00 ) )00l 000 ) -00.l 100 -_ G0.+2l 2 00. GBallastingand_Dewatering_ T3 0 j 0j j ControlofHydrostaticUplift84   0 j 0j j 0  0K  VerifythattheSLQCPcontainsa 5 demonstration,whereapplicable,that 4x6 thelinersystemwillnotundergouplift 7 fromhydrostaticforcesduring t8 construction,andifwasteisusedas X9 ballast,duringwasteplacementuntilthe : requiredballastthicknessiscompleted. T; Ademonstrationmustbeinaccordance 8< witheitherand/oracombinationofthe  = methodsin330.203(a)(2)and 4!x> 330.203(a)(3). M00+8,!?K K 0.+ M330.205(b)(3)(B) T@ 330.203 C00+."8A00+ C C00+."TB00+ C 300$"TC00+ 3 )00TD00 ) )00TE00 ) )00TF00 ) -00.TG00 - G0.+2TH 00. GBallastingand_Dewatering_ D  0 j 0j j ControlofHydrostaticUplift(   0 j 0j j 0  0K  ActiveorPassive_Dewatering_ԀSystemK K  0 j 0j j 0  0K  0K K 0  VerifythattheSLQCPcontainsthe $h designofthe_dewatering_Ԁsystem,as  requiredby330.205(a),ifthis d methodisused.Also,verifythatthe  H SLQCPcontainscalculationsthatthe   _dewatering_Ԁsystemwillperform D   adequatelytoreducethehydrostatic  (  forcesasrequiredby330.203(a)(2). M00+8,    0.+ M330.205(a) D  330.205(b)(3)(B) (  330.203   C00+."$h00+ C C00+."D00+ C 300$"D00+ 3 )00D00 ) )00D00 ) )00D00 ) -00.D00 - G0.+2D 00. GBallastingand_Dewatering_   0 j 0j j ControlofHydrostaticUpliftL    0 j 0j j 0  0K  SoilssoPoorlyPermeable 0 K K  0 j 0j j 0  0K  0K K 0  VerifythattheSLQCPcontains   satisfactorydocumentation,as ,p  requiredby330.203(a)(3),ifthis   methodisused,thatthesoils l  surroundingthelandfillissopoorly  P  permeablethatgroundwatercannot   movesufficientlytoexertforcethat L  woulddamagethelinersystem. M00+8,0!  0.+ M330.205(b)(3)(B)  " 330.203 C00+."L #00+ C C00+." $00+ C 300$" %00+ 3 )00 &00 ) )00 '00 ) )00 (00 ) -00. )00 - G0.+2 * 00. GBallastingand_Dewatering_ X+ 0 j 0j j BallastThicknessVerification,   0 j 0j j 0  0K  VerifythattheSLQCPaddressesthe T- measuresandteststhatwillbeusedto 8. verifythatanyrequiredballastmeets / thecriteriaestablishedasrequiredby 4x0 330.203(e)(2). M00+8,1K K 0.+ M330.205(b)(3)(B) X2 330.203 C00+."300+ C C00+."X400+ C 300$"X500+ 3 )00X600 ) )00X700 ) )00X800 ) -00.X900 - G0.+2X: 00. GBallastingand_Dewatering_ @; 0 j 0j j DocumentationBallastEvaluationReport < (BER)<=   0 j 0j j 0  0K  VerifythattheSLQCPaddressesthe  > preparationandsubmittaloftheBER,if |? ballastisrequired,andthatitisin `@ accordancewiththerequirementsof A 330.203(f). M00+8,\BK K 0.+ M330.205(b)(3)(B) @C 330.203 C00+."D00+ C C00+."@E00+ C 300$"@F00+ 3 )00@G00 ) )00@H00 ) -000@I00 - 00.@J000 0 G0.+2@K 0. GAlternateLinerDesign L 0 j 0j j GeosyntheticClayLiner$hM   0 j 0j j 0  0K  VerifythatthepermitapplicationSDP N containsasatisfactorydemonstrationas d O requiredby30TAC330.202. r00+],!HPK K 0.+ Zd;t@330.202Zd;t@r330.202 Q  g00+RF$hR Zd;t@330.202 Zd;t@00+ g 300$"S00+ 3 )00T00 ) )00U00 ) )00V00 ) -000W00 - 4        `    A!  # 00.$hY000 0 G0.+2Z 0. GAlternateLinerDesign D 0 j 0j j GeosyntheticClayLiner(    0 j 0j j 0  0K  VerifythattheSLQCPspecifiestheGCL  typeandorientationanditisconsistent $h withtheSDP. r00+],K K 0.+ Zd;t@330.202Zd;t@r330.202 g00+RFD Zd;t@330.202 Zd;t@00+ g 300$"D00+ 3 )00D00 ) )00D 00 ) )00D 00 ) -000D 00 - 4        `   00.000 0 G0.+2D 0. GAlternateLinerDesign 0 0 j 0j j GeosyntheticClayLiner04    4 4  0 j 0j j 0  0K  VerifyintheSLQCPthattheGCL , p propertiesareprovided(bentonitefree   swellandfluidloss;bentonitecontent; l  GCLpermeability;continuousinspection  P ofneedlepunchedGCLforbroken   needlesusingmetaldetectors). r00+],L K K 0.+ Zd;t@330.202Zd;t@r330.202 g00+RF0 Zd;t@330.202 Zd;t@00+ g 300$"000+ 3 )00000 ) )00000 ) )00000 ) 0000000 0$$$ 00.l "000 0 %  <&  &  &  '  h'  '  '  c*  ,  /  %  %  <&  &  &  '  h'  '  '  c*  ,  /  %  <&  &  &  '  h'  '  '  c*  ,  / G0.+2L *  0. GAlternateLinerDesign t + 0 j 0j j GeosyntheticClayLinerX ,   0 j 0j j 0  0K  VerifythattheSLQCPdocumentsthe  - GCLhandlingandstorage(structurally T . soundcores;weatherproofwrapping; 8 / storeoffgroundandcoveratsite;stack  0 nohigherthanrecommendedby 4x 1 manufacturer;handlewithappropriate 2 constructionequipmenttoprevent t3 damage). r00+],X4K K 0.+ Zd;t@330.202Zd;t@r330.202 g00+RFt 5 Zd;t@330.202 Zd;t@00+ g 300$"t 600+ 3 )00t 700 ) )00t 800 ) )00t 900 )K 0000t :00 0KK -0000t :00 -KK 00.t ;000 0_KK 000.t ;000 0KML% A LM_ G0.+2t <  0. GAlternateLinerDesign <= 0 j 0j j _Geosynthetic_ԀClayLiner >   0 j 0j j 0  0K  VerifythattheSLQCPdocuments_GCL_ |? installation(_subgrade_Ԁsmoothrolled, `@ drained,andcontainingnoparticle A greater3/8";avoidruttingof_subgrade_Ԁor \B dragging_GCL_Ԁpanels;nofoldsor @C excessiveslackindeployed_GCL_; D lappingprocedures;novehicletrafficon <E deployed_GCL_;nosmokingordamaging  F shoeson_GCL_;deployed_GCL_Ԁnotused |G asworkorstoragearea;nohorizontal `H seamson_sideslopes_;nopremature I hydration;avoidplacementinhigh \J winds;properrepairing). r00+],@KK K 0.+ Zd;t@330.202Zd;t@r330.202 g00+RF<L Zd;t@330.202 Zd;t@00+ g 300$"<M00+ 3 )00<N00 ) )00<O00 ) )00<P00 ) -000<Q00 - -0.<R000 - G0.+2<S 0. GAlternateLinerDesign $hT 0 j 0j j GeosyntheticClayLinerU   0 j 0j j 0  0K  VerifythattheSLQCPdocumentsGCL d V QA/QCtesting. r00+],!HWK K 0.+ Zd;t@330.202Zd;t@r330.202 g00+RF$hX Zd;t@330.202 Zd;t@00+ g 300$"$hY00+ 3 )00$hZ00 ) )00$h[00 ) )00$h\00 ) -000$h]00 - -0.$h^000 - G0.+2$h_ 0. GAlternateLinerDesign D 0 j 0j j GeosyntheticClayLiner(    0 j 0j j 0  0K  Forthesupplier,verifythattheSLQCP  documentsfreeswellandfluidloss $h (bentonite);mass/unitareaandgrab  tensilestrength(geotextile);tensile d properties,thickness,andmass/unit  H area(geomembrane). r00+], K K 0.+ Zd;t@330.202Zd;t@r330.202 g00+RFD  Zd;t@330.202 Zd;t@00+ g 300$"D 00+ 3 )00D 00 ) )00D 00 ) )00D 00 ) -000D00 - -0.D000 - G0.+2D 0. GAlternateLinerDesign   0 j 0j j GeosyntheticClayLinerl    0 j 0j j 0  0K  0K K FortheGCLmanufacturer,verifythat  P theSLQCPdocuments(claymass/unit   area,moisturecontent,grabtensile L  strength,andpermeability). r00+], 0   0.+ Zd;t@330.202Zd;t@r330.202 g00+RF  Zd;t@330.202 Zd;t@00+ g 300$" 00+ 3 )00 00 ) )00 00 ) )00 00 ) -000 00 - -0. 000 - G0.+2  0. GAlternateLinerDesign X  0 j 0j j GeosyntheticClayLiner    0 j 0j j 0  0K  ForGCLconformancetests,verifythat T ! theSLQCPdocuments(claymass/unit 8 " area,permeability,directshear). r00+], #K K 0.+ Zd;t@330.202Zd;t@r330.202 g00+RFX $ Zd;t@330.202 Zd;t@00+ g 300$"X %00+ 3 )00X &00 ) )00X '00 ) )00X (00 )D 0000X )00 0DD -0000X )00 -DG 00.X *000 0GG -00.X *000 -GF L0..+7X + 0. LFF G0..+2X + 00. GFAlternateLinerDesign , 0 j 0j j GeosyntheticClayLiner\-   0 j 0j j 0  0K  VerifythattheSLQCPdocumentsthat @. protectivecovermustbeplacedassoon / aspossibleafterinstallationoftheGCL <0 andanyoverlyinggeosynthetic. r00.+], 1K K 0..+ Zd;t@330.202Zd;t@r330.202 g00.+RF2 Zd;t@330.202 Zd;t@00.+ g 500.$"300.+ 5 +00.400. + +00.500. + +00.600. + -00.0700. -H -0..800.0 -HH -..800.0 -H3)'9  ? 0.. 3_I  ILJ% : JL_