0
July 251984
Ma Mertlyn M Wade Environmental poundncineer Wu te Manacement Division US EnvlronmenW Protection Acency Keeton 1 JPK federal Building Bolton MA 02203
Ret Landfill cc Retource Recovery Inc Specifications tor Bue Liner System (WE Project No 023401 01)
DeuMa Wadel
Encloeed pleue find techrrlcal specifications tor the bue llner system that will be lnltalled at the LccRR taciUty in North Smithfield Rhode laland The tllincatlons renect the installation of a 20 mil PVC Uner
1tdl information wu lnadvertbulltty transmitted to our office rather than to EPA u 8lleed clwina the July 10 1114 meetinamp between EPA L6RR and Wehran oiRdoll
Wehran poundnclnMrinC on behalf of LARR wW submit appropriate detalll the re~ EPA concerns prior to Aucust 3 1114 The IUbmtJon wW detail the requirements for bue Unar slope leachate aump installation eap~~ratlon between bue liner and MUOM1 ~middottar table and a ~ion or the water balance that wu prepered for the LccRR lite
lhould you have any quettiOIII or comments prior to the albmtlon or thne materials pleue contact this office
Vary truly yours
WEHRAN ENGINEERING CORPORATION
w~JIL VIce President
WJSJbp Enclosure CC I CWibon
R PellDO J Smaldone
NewEnglandOtuce 32 Oepol Square Hampton New Hampshire 03842 (603)92f-7A7
SPEClriCATIONS
Fa
UNIFIU UNER
FOR
UNIFIU bull RESOORCB RtOImt INC
IDlTH SKIniFUID RI 02876
10 General
20 Scope
JO Site Preptration
40 Uner Spec111cetiom
41 Gonenl
4middot2 PbJaical R~renta
4) Febricatioc
Sin
~o IrwtlllbullUbull
~1 CeMn1
~2 Fh1d Splicinc
~ Techn1cal Aaaiatance
60 Coot
Februa17 24 1984
SftlIfiCATIONS FOR LANDFILL lJNER
LANInLL l RESOORCE RroVRY 1 INC
NORTH SKITHflnD1 RI 02876
10 Genenl
LardfUl A ReiCilrU Recwe171 Inc viahee to soUeit cost proposala to
auppl7 a 20 Jdl1 unrdnfoned Pol7ritlfl chlorLde (PVC) Uner to eanr all
of their site located in North Sadthtleld1 middotRI
All work in preparinc the site ard iretallins tha liner will be
eorductecl b7 LardfUl A ReeCilrce Reccwe17 Penonnel The euppller vUl be
re~pcntible for the bullrufacture ard delin17 of the liner ard technical
auperrlaion or the iNtampllation
The bida an beina 1olicited b7 Lard11ll A ReaDlnt RecftJbull Inc
6S Oleele lAne Vanrick1 RI 02888 on behalf of the L A R L Site
locate ia llorth Sldththld B1dl vill be acceptS at the L A RR ot11ce
65 OKeefe Lane Vanrict RI 028881 no later than 12 Boon TuecIJ1
March 131 1984 The bid packace ahall inclllle tbe coe11 u dilcusaS
in Section 60 to corduct the vorlr dbullcribS heNln Also to be incbded
in the bid packace are the liner apecif1catiON u MUnS in Section 40
an bulltlaate b7 the 1uppller or the earlibullt date on vtdcb the PVC aner
can be dellvered at the dte1 and four (It) nferencbull of prwioaa a1111lar
work
Upon receipt or the bidl1 L A PR Inc v1ll eelect a supplier buS
on lCIIea~ total cost for all it- outlined in thb specit1cation 1n
awa~ or the contnet will be ca~plettd br TUesd March 21 1981
L A RR Inc reserves the riampht to reject aJV an all bicb tor azv
reason but thil is unlike]J No bid will be cOJWidered it total del1YeJ7
ca~ be actOIIlplltbed bJ the erd of Mq Total payment for the Uner IIUit
be m~de before the erd of June the cl01e of wr f1eeal 7ear
20 Scope
Tbe vork includes the upplJ ard delive17 or an impemuble bullmbrane
ror the isolation Or vaate bullterlab within a lall11ill Alao includad
v1ll be teehncal uailtance ard advice on installation ani bondinamp of
the liner The liner 1- to be irtallecl cwertop a previoualJ placed
ard aradecl aaU ccwer ard a alllll portion v1ll be installed on rlrampin
amprounl u a bottca liner AU vork on unloading placinamp field aplicina
ard uther_ irtallation related itCII will be cOBucted bTL bull RL
peracnael
30 Site Preparation
All site pnparation vork will be parfomat bT L bull Rll penomel
H011er the auppller ablll awit witb h1a quotat1on rtc~crdatiom
u tha tba llral ampndina or tha 11n1ahS lard11ll aurfaca L bull LBshypenomel han auccbullbullfllllTbull in 19791 pnrlcua]J iNtalled 2001000 sr
of 20 U Pv c liner ard an tudliar vitb aua
ltbullO Uner Spaci11cat1orw
The bullbullnne to be auppllat ahall be abntinc Mda ot Uftlftntorcecl
~nrlchloride (PVC) ard ahampll be 20 U 1D thickDeal PVC bulltariW
bullhall be Mlllfactured 1101 de~~bulltic vircln poJJryirvl chloride roin ard
apec111c~Jl1 cOIIIpCIUIded for uae in Vdraulic tacilltibull in a 1tandanl
aim- Vidth of S4 inchbull Reprocesaed bullterial aball not be Uied
lu2 hysical Reguirementa
The polTdrvl chloride bullembrane ahall bulleet the ~ical requirmente
llatlaquolt belews Please Wo pn an estiaampte or anticipated lite vben liner 11
in contact with clean tina eand and CCJIered with 2 or clean Une eard
to pTCVeot aunlight Please elva an estizrate or life vhile Uposecl to
direct sunlight
middot PHYSICAL REQUIREoENTS
Hfnfm1111 lest Tnt Value-d ~
Thickness bullfl 20 5~ ASlM 0-1593 Spoc1f1c GriY1 ty 123-130 ASlM 0-712-A Tensile Strength psi bullfn 2200 ASlM 0882-A Elongation l~nfn 300S ASlM 0882-A 10~ Modulus ps1 1000-1600 ASTM 0882-A Elmendorf Tur gbullslbullfl bull1n 160 ASlM 01912 Graves Tear 1bsfnbull1n 270bull ASTM 01004 Water Extractfon llllX 0 35 ASlM 01239 Vo1atf11ty I 1000 bullx 075 ASTM 01203
Impact Cold Crack F -20 ASlM 1790 Dfmensfona1 Stlbflfty (at 100 C 15 111fn l
s 1111x change 5 Bonded Sebull Strength of
Ttnsfl e bullfn 801 1 ASTM 0882shyPfnholeslo sq yds bullx none Resistance to Burfll Par 14c Ill por
Tensfl e Strength lou S bullx USSR procedure Elongation loss s bullx
Color Black or Gr
The supplfer shall sutft wfth his quotation the
nlues and test ~~ethods of hh p1opou1 -brant
middot
43 Fabrication
The aabnnp aball be 1hop fabricated into atardard lized larabull
aectilaquo~~ bullbull described in 44 aJd into odd-aized pieces u required to
1uit the racillt7 to llirdJdnthe ruzher of 11eld aplica
Attar fabrication the IIlaquoDbnne shall be packed for eu7 and 1~
hanUinamp in the field Shippina ccmtainerw capabl_e of prenntinamp duaae
to the contentbull during 1hipmeot and 11eld hanUinc bullhall be prcwided bJ the
supplier These containen shall be actequatel7 bullriced with panel rumbere
con-eepon11na to the panel laJCIUt drewinc provided in aeetion sl 44 Sfio
Tbe tOtal area to be corend bJ the C bull-brane Ylll be 110600oo
square feet ot ll71778 square 71~ plua 1001000 square tet tor a battca
llnar aaldnamp a total of 11 ll01000 square feet ot 1281889 aqaan Jlntllbull
Tb~ a~ to be corered bu the cillenaiON of 800 fet b7 llOO teet p1u1
300middot teet lt 600 teet includina allowancbull for alcpa The bottca l1nar a_
io 200 toot b7 S00 toot lach ponol oball bo OIIPliod ill app-~oJT
10 toat vidtba za teet lema Altenwte panel abbull alao be PJCIPCIIII
it tbq vUl IUe to ldrdldse the Uiber ot 111114 1pllcbull anS bardl1J11bull
In bullUaatiDC tha vidtb of tbe irdiYidual panela1 the IUJIPller ahall proride
for allOIIADCII tor 1plicbull btveen penela DetUla on apliciq are diacuaalll
1D 52 Wote abCNt 8001000 at of liner will be inatalled OD a alope that
baa a ) bull borbontal run b7 1 vertical heiampbt incrae ( ) oo 1)bull
50 Itelletion
51 General
The PiC Nlllbnne vUl be iNtallecl b7 L a RR personnel The aupplier
1hall 1ubdt1 with h1a quotation a Haralal of Hembnne
0
Installation PriCtfcebull including n 1 M1n111Uifl CCIIIplete drawings
andor sketches and literature tndfcltfng the dimensions of tach
standard-size section of IIMbrane type sfze and weight of shtpptng
contltner procdurt for splicing conntcttng and anchoring iembrane
to son around pipes and othtr appurtenances and rtcmunended
11ethods of handling ~~embrane by fteld Personnel durtng Altbullbrane
installation The supplter shall suppiy four (-4) addttfonal copies
of tht bullManual of Mea~brant Installation Practicebull 1f awuded the
contractbull
52 Fteld Spltctno
lap joints shall be used to seal 1djacent lengths of f1ttory fabrfclted
pieces of PVC together fn the ffeld Joints shall overlap 1 bulltnt shy
of sb inches
The supplfr shall provide sufficient solvent c~~~tnt or ldhestve
to bullte fast and efficient fteld splices at tt~~peratures ranging
fr 20 F to 90 F
53 Technical AssfstarKe
The supplier shall usfgn 1 representltfve to tnspect the supporting
surflce prior to fnstallltfon of the bulle~~brane The representlthe
shill reufn at the sfte to supervise the ebrane fnstallatfon for
approxfNtely one (1 J wortf ng day and sh1ll be responsible for
trafnfng L A RRptrsonnel for the IDtllbrane instal litton oper1tfon
The supplfer shall bear the expense of the representative for the
duration of the fnspectfon period (one (1) worttng dayf bull
middot 60 Cost
lht cost to ptrfon1 the Nort outlfntd in 10 through 40 shtll bt
provided by the supplier u part of the bid peckage The supplier shall
supply the total cost middot to do the ebove 11t0rt u well u 1 cost brukdown
sho1ng un1t cost of the PVC liner in dollbull~ per square foot (Sttt2)
as delivered to the site con fo- tdhe~he lllterhls ($gallon) and a
cost for tKhnfcal supervfston ($dey) Al 1 costs u quoted shtl 1 hold
for a period of not less than 60 dtys frt11 the date of quoUt1on A
proposed cost PIYbullnt schedule shtll also be Ttqutsted by tht supplier
SPEClriCATIONS
Fa
UNIFIU UNER
FOR
UNIFIU bull RESOORCB RtOImt INC
IDlTH SKIniFUID RI 02876
10 General
20 Scope
JO Site Preptration
40 Uner Spec111cetiom
41 Gonenl
4middot2 PbJaical R~renta
4) Febricatioc
Sin
~o IrwtlllbullUbull
~1 CeMn1
~2 Fh1d Splicinc
~ Techn1cal Aaaiatance
60 Coot
Februa17 24 1984
SftlIfiCATIONS FOR LANDFILL lJNER
LANInLL l RESOORCE RroVRY 1 INC
NORTH SKITHflnD1 RI 02876
10 Genenl
LardfUl A ReiCilrU Recwe171 Inc viahee to soUeit cost proposala to
auppl7 a 20 Jdl1 unrdnfoned Pol7ritlfl chlorLde (PVC) Uner to eanr all
of their site located in North Sadthtleld1 middotRI
All work in preparinc the site ard iretallins tha liner will be
eorductecl b7 LardfUl A ReeCilrce Reccwe17 Penonnel The euppller vUl be
re~pcntible for the bullrufacture ard delin17 of the liner ard technical
auperrlaion or the iNtampllation
The bida an beina 1olicited b7 Lard11ll A ReaDlnt RecftJbull Inc
6S Oleele lAne Vanrick1 RI 02888 on behalf of the L A R L Site
locate ia llorth Sldththld B1dl vill be acceptS at the L A RR ot11ce
65 OKeefe Lane Vanrict RI 028881 no later than 12 Boon TuecIJ1
March 131 1984 The bid packace ahall inclllle tbe coe11 u dilcusaS
in Section 60 to corduct the vorlr dbullcribS heNln Also to be incbded
in the bid packace are the liner apecif1catiON u MUnS in Section 40
an bulltlaate b7 the 1uppller or the earlibullt date on vtdcb the PVC aner
can be dellvered at the dte1 and four (It) nferencbull of prwioaa a1111lar
work
Upon receipt or the bidl1 L A PR Inc v1ll eelect a supplier buS
on lCIIea~ total cost for all it- outlined in thb specit1cation 1n
awa~ or the contnet will be ca~plettd br TUesd March 21 1981
L A RR Inc reserves the riampht to reject aJV an all bicb tor azv
reason but thil is unlike]J No bid will be cOJWidered it total del1YeJ7
ca~ be actOIIlplltbed bJ the erd of Mq Total payment for the Uner IIUit
be m~de before the erd of June the cl01e of wr f1eeal 7ear
20 Scope
Tbe vork includes the upplJ ard delive17 or an impemuble bullmbrane
ror the isolation Or vaate bullterlab within a lall11ill Alao includad
v1ll be teehncal uailtance ard advice on installation ani bondinamp of
the liner The liner 1- to be irtallecl cwertop a previoualJ placed
ard aradecl aaU ccwer ard a alllll portion v1ll be installed on rlrampin
amprounl u a bottca liner AU vork on unloading placinamp field aplicina
ard uther_ irtallation related itCII will be cOBucted bTL bull RL
peracnael
30 Site Preparation
All site pnparation vork will be parfomat bT L bull Rll penomel
H011er the auppller ablll awit witb h1a quotat1on rtc~crdatiom
u tha tba llral ampndina or tha 11n1ahS lard11ll aurfaca L bull LBshypenomel han auccbullbullfllllTbull in 19791 pnrlcua]J iNtalled 2001000 sr
of 20 U Pv c liner ard an tudliar vitb aua
ltbullO Uner Spaci11cat1orw
The bullbullnne to be auppllat ahall be abntinc Mda ot Uftlftntorcecl
~nrlchloride (PVC) ard ahampll be 20 U 1D thickDeal PVC bulltariW
bullhall be Mlllfactured 1101 de~~bulltic vircln poJJryirvl chloride roin ard
apec111c~Jl1 cOIIIpCIUIded for uae in Vdraulic tacilltibull in a 1tandanl
aim- Vidth of S4 inchbull Reprocesaed bullterial aball not be Uied
lu2 hysical Reguirementa
The polTdrvl chloride bullembrane ahall bulleet the ~ical requirmente
llatlaquolt belews Please Wo pn an estiaampte or anticipated lite vben liner 11
in contact with clean tina eand and CCJIered with 2 or clean Une eard
to pTCVeot aunlight Please elva an estizrate or life vhile Uposecl to
direct sunlight
middot PHYSICAL REQUIREoENTS
Hfnfm1111 lest Tnt Value-d ~
Thickness bullfl 20 5~ ASlM 0-1593 Spoc1f1c GriY1 ty 123-130 ASlM 0-712-A Tensile Strength psi bullfn 2200 ASlM 0882-A Elongation l~nfn 300S ASlM 0882-A 10~ Modulus ps1 1000-1600 ASTM 0882-A Elmendorf Tur gbullslbullfl bull1n 160 ASlM 01912 Graves Tear 1bsfnbull1n 270bull ASTM 01004 Water Extractfon llllX 0 35 ASlM 01239 Vo1atf11ty I 1000 bullx 075 ASTM 01203
Impact Cold Crack F -20 ASlM 1790 Dfmensfona1 Stlbflfty (at 100 C 15 111fn l
s 1111x change 5 Bonded Sebull Strength of
Ttnsfl e bullfn 801 1 ASTM 0882shyPfnholeslo sq yds bullx none Resistance to Burfll Par 14c Ill por
Tensfl e Strength lou S bullx USSR procedure Elongation loss s bullx
Color Black or Gr
The supplfer shall sutft wfth his quotation the
nlues and test ~~ethods of hh p1opou1 -brant
middot
43 Fabrication
The aabnnp aball be 1hop fabricated into atardard lized larabull
aectilaquo~~ bullbull described in 44 aJd into odd-aized pieces u required to
1uit the racillt7 to llirdJdnthe ruzher of 11eld aplica
Attar fabrication the IIlaquoDbnne shall be packed for eu7 and 1~
hanUinamp in the field Shippina ccmtainerw capabl_e of prenntinamp duaae
to the contentbull during 1hipmeot and 11eld hanUinc bullhall be prcwided bJ the
supplier These containen shall be actequatel7 bullriced with panel rumbere
con-eepon11na to the panel laJCIUt drewinc provided in aeetion sl 44 Sfio
Tbe tOtal area to be corend bJ the C bull-brane Ylll be 110600oo
square feet ot ll71778 square 71~ plua 1001000 square tet tor a battca
llnar aaldnamp a total of 11 ll01000 square feet ot 1281889 aqaan Jlntllbull
Tb~ a~ to be corered bu the cillenaiON of 800 fet b7 llOO teet p1u1
300middot teet lt 600 teet includina allowancbull for alcpa The bottca l1nar a_
io 200 toot b7 S00 toot lach ponol oball bo OIIPliod ill app-~oJT
10 toat vidtba za teet lema Altenwte panel abbull alao be PJCIPCIIII
it tbq vUl IUe to ldrdldse the Uiber ot 111114 1pllcbull anS bardl1J11bull
In bullUaatiDC tha vidtb of tbe irdiYidual panela1 the IUJIPller ahall proride
for allOIIADCII tor 1plicbull btveen penela DetUla on apliciq are diacuaalll
1D 52 Wote abCNt 8001000 at of liner will be inatalled OD a alope that
baa a ) bull borbontal run b7 1 vertical heiampbt incrae ( ) oo 1)bull
50 Itelletion
51 General
The PiC Nlllbnne vUl be iNtallecl b7 L a RR personnel The aupplier
1hall 1ubdt1 with h1a quotation a Haralal of Hembnne
0
Installation PriCtfcebull including n 1 M1n111Uifl CCIIIplete drawings
andor sketches and literature tndfcltfng the dimensions of tach
standard-size section of IIMbrane type sfze and weight of shtpptng
contltner procdurt for splicing conntcttng and anchoring iembrane
to son around pipes and othtr appurtenances and rtcmunended
11ethods of handling ~~embrane by fteld Personnel durtng Altbullbrane
installation The supplter shall suppiy four (-4) addttfonal copies
of tht bullManual of Mea~brant Installation Practicebull 1f awuded the
contractbull
52 Fteld Spltctno
lap joints shall be used to seal 1djacent lengths of f1ttory fabrfclted
pieces of PVC together fn the ffeld Joints shall overlap 1 bulltnt shy
of sb inches
The supplfr shall provide sufficient solvent c~~~tnt or ldhestve
to bullte fast and efficient fteld splices at tt~~peratures ranging
fr 20 F to 90 F
53 Technical AssfstarKe
The supplier shall usfgn 1 representltfve to tnspect the supporting
surflce prior to fnstallltfon of the bulle~~brane The representlthe
shill reufn at the sfte to supervise the ebrane fnstallatfon for
approxfNtely one (1 J wortf ng day and sh1ll be responsible for
trafnfng L A RRptrsonnel for the IDtllbrane instal litton oper1tfon
The supplfer shall bear the expense of the representative for the
duration of the fnspectfon period (one (1) worttng dayf bull
middot 60 Cost
lht cost to ptrfon1 the Nort outlfntd in 10 through 40 shtll bt
provided by the supplier u part of the bid peckage The supplier shall
supply the total cost middot to do the ebove 11t0rt u well u 1 cost brukdown
sho1ng un1t cost of the PVC liner in dollbull~ per square foot (Sttt2)
as delivered to the site con fo- tdhe~he lllterhls ($gallon) and a
cost for tKhnfcal supervfston ($dey) Al 1 costs u quoted shtl 1 hold
for a period of not less than 60 dtys frt11 the date of quoUt1on A
proposed cost PIYbullnt schedule shtll also be Ttqutsted by tht supplier
SftlIfiCATIONS FOR LANDFILL lJNER
LANInLL l RESOORCE RroVRY 1 INC
NORTH SKITHflnD1 RI 02876
10 Genenl
LardfUl A ReiCilrU Recwe171 Inc viahee to soUeit cost proposala to
auppl7 a 20 Jdl1 unrdnfoned Pol7ritlfl chlorLde (PVC) Uner to eanr all
of their site located in North Sadthtleld1 middotRI
All work in preparinc the site ard iretallins tha liner will be
eorductecl b7 LardfUl A ReeCilrce Reccwe17 Penonnel The euppller vUl be
re~pcntible for the bullrufacture ard delin17 of the liner ard technical
auperrlaion or the iNtampllation
The bida an beina 1olicited b7 Lard11ll A ReaDlnt RecftJbull Inc
6S Oleele lAne Vanrick1 RI 02888 on behalf of the L A R L Site
locate ia llorth Sldththld B1dl vill be acceptS at the L A RR ot11ce
65 OKeefe Lane Vanrict RI 028881 no later than 12 Boon TuecIJ1
March 131 1984 The bid packace ahall inclllle tbe coe11 u dilcusaS
in Section 60 to corduct the vorlr dbullcribS heNln Also to be incbded
in the bid packace are the liner apecif1catiON u MUnS in Section 40
an bulltlaate b7 the 1uppller or the earlibullt date on vtdcb the PVC aner
can be dellvered at the dte1 and four (It) nferencbull of prwioaa a1111lar
work
Upon receipt or the bidl1 L A PR Inc v1ll eelect a supplier buS
on lCIIea~ total cost for all it- outlined in thb specit1cation 1n
awa~ or the contnet will be ca~plettd br TUesd March 21 1981
L A RR Inc reserves the riampht to reject aJV an all bicb tor azv
reason but thil is unlike]J No bid will be cOJWidered it total del1YeJ7
ca~ be actOIIlplltbed bJ the erd of Mq Total payment for the Uner IIUit
be m~de before the erd of June the cl01e of wr f1eeal 7ear
20 Scope
Tbe vork includes the upplJ ard delive17 or an impemuble bullmbrane
ror the isolation Or vaate bullterlab within a lall11ill Alao includad
v1ll be teehncal uailtance ard advice on installation ani bondinamp of
the liner The liner 1- to be irtallecl cwertop a previoualJ placed
ard aradecl aaU ccwer ard a alllll portion v1ll be installed on rlrampin
amprounl u a bottca liner AU vork on unloading placinamp field aplicina
ard uther_ irtallation related itCII will be cOBucted bTL bull RL
peracnael
30 Site Preparation
All site pnparation vork will be parfomat bT L bull Rll penomel
H011er the auppller ablll awit witb h1a quotat1on rtc~crdatiom
u tha tba llral ampndina or tha 11n1ahS lard11ll aurfaca L bull LBshypenomel han auccbullbullfllllTbull in 19791 pnrlcua]J iNtalled 2001000 sr
of 20 U Pv c liner ard an tudliar vitb aua
ltbullO Uner Spaci11cat1orw
The bullbullnne to be auppllat ahall be abntinc Mda ot Uftlftntorcecl
~nrlchloride (PVC) ard ahampll be 20 U 1D thickDeal PVC bulltariW
bullhall be Mlllfactured 1101 de~~bulltic vircln poJJryirvl chloride roin ard
apec111c~Jl1 cOIIIpCIUIded for uae in Vdraulic tacilltibull in a 1tandanl
aim- Vidth of S4 inchbull Reprocesaed bullterial aball not be Uied
lu2 hysical Reguirementa
The polTdrvl chloride bullembrane ahall bulleet the ~ical requirmente
llatlaquolt belews Please Wo pn an estiaampte or anticipated lite vben liner 11
in contact with clean tina eand and CCJIered with 2 or clean Une eard
to pTCVeot aunlight Please elva an estizrate or life vhile Uposecl to
direct sunlight
middot PHYSICAL REQUIREoENTS
Hfnfm1111 lest Tnt Value-d ~
Thickness bullfl 20 5~ ASlM 0-1593 Spoc1f1c GriY1 ty 123-130 ASlM 0-712-A Tensile Strength psi bullfn 2200 ASlM 0882-A Elongation l~nfn 300S ASlM 0882-A 10~ Modulus ps1 1000-1600 ASTM 0882-A Elmendorf Tur gbullslbullfl bull1n 160 ASlM 01912 Graves Tear 1bsfnbull1n 270bull ASTM 01004 Water Extractfon llllX 0 35 ASlM 01239 Vo1atf11ty I 1000 bullx 075 ASTM 01203
Impact Cold Crack F -20 ASlM 1790 Dfmensfona1 Stlbflfty (at 100 C 15 111fn l
s 1111x change 5 Bonded Sebull Strength of
Ttnsfl e bullfn 801 1 ASTM 0882shyPfnholeslo sq yds bullx none Resistance to Burfll Par 14c Ill por
Tensfl e Strength lou S bullx USSR procedure Elongation loss s bullx
Color Black or Gr
The supplfer shall sutft wfth his quotation the
nlues and test ~~ethods of hh p1opou1 -brant
middot
43 Fabrication
The aabnnp aball be 1hop fabricated into atardard lized larabull
aectilaquo~~ bullbull described in 44 aJd into odd-aized pieces u required to
1uit the racillt7 to llirdJdnthe ruzher of 11eld aplica
Attar fabrication the IIlaquoDbnne shall be packed for eu7 and 1~
hanUinamp in the field Shippina ccmtainerw capabl_e of prenntinamp duaae
to the contentbull during 1hipmeot and 11eld hanUinc bullhall be prcwided bJ the
supplier These containen shall be actequatel7 bullriced with panel rumbere
con-eepon11na to the panel laJCIUt drewinc provided in aeetion sl 44 Sfio
Tbe tOtal area to be corend bJ the C bull-brane Ylll be 110600oo
square feet ot ll71778 square 71~ plua 1001000 square tet tor a battca
llnar aaldnamp a total of 11 ll01000 square feet ot 1281889 aqaan Jlntllbull
Tb~ a~ to be corered bu the cillenaiON of 800 fet b7 llOO teet p1u1
300middot teet lt 600 teet includina allowancbull for alcpa The bottca l1nar a_
io 200 toot b7 S00 toot lach ponol oball bo OIIPliod ill app-~oJT
10 toat vidtba za teet lema Altenwte panel abbull alao be PJCIPCIIII
it tbq vUl IUe to ldrdldse the Uiber ot 111114 1pllcbull anS bardl1J11bull
In bullUaatiDC tha vidtb of tbe irdiYidual panela1 the IUJIPller ahall proride
for allOIIADCII tor 1plicbull btveen penela DetUla on apliciq are diacuaalll
1D 52 Wote abCNt 8001000 at of liner will be inatalled OD a alope that
baa a ) bull borbontal run b7 1 vertical heiampbt incrae ( ) oo 1)bull
50 Itelletion
51 General
The PiC Nlllbnne vUl be iNtallecl b7 L a RR personnel The aupplier
1hall 1ubdt1 with h1a quotation a Haralal of Hembnne
0
Installation PriCtfcebull including n 1 M1n111Uifl CCIIIplete drawings
andor sketches and literature tndfcltfng the dimensions of tach
standard-size section of IIMbrane type sfze and weight of shtpptng
contltner procdurt for splicing conntcttng and anchoring iembrane
to son around pipes and othtr appurtenances and rtcmunended
11ethods of handling ~~embrane by fteld Personnel durtng Altbullbrane
installation The supplter shall suppiy four (-4) addttfonal copies
of tht bullManual of Mea~brant Installation Practicebull 1f awuded the
contractbull
52 Fteld Spltctno
lap joints shall be used to seal 1djacent lengths of f1ttory fabrfclted
pieces of PVC together fn the ffeld Joints shall overlap 1 bulltnt shy
of sb inches
The supplfr shall provide sufficient solvent c~~~tnt or ldhestve
to bullte fast and efficient fteld splices at tt~~peratures ranging
fr 20 F to 90 F
53 Technical AssfstarKe
The supplier shall usfgn 1 representltfve to tnspect the supporting
surflce prior to fnstallltfon of the bulle~~brane The representlthe
shill reufn at the sfte to supervise the ebrane fnstallatfon for
approxfNtely one (1 J wortf ng day and sh1ll be responsible for
trafnfng L A RRptrsonnel for the IDtllbrane instal litton oper1tfon
The supplfer shall bear the expense of the representative for the
duration of the fnspectfon period (one (1) worttng dayf bull
middot 60 Cost
lht cost to ptrfon1 the Nort outlfntd in 10 through 40 shtll bt
provided by the supplier u part of the bid peckage The supplier shall
supply the total cost middot to do the ebove 11t0rt u well u 1 cost brukdown
sho1ng un1t cost of the PVC liner in dollbull~ per square foot (Sttt2)
as delivered to the site con fo- tdhe~he lllterhls ($gallon) and a
cost for tKhnfcal supervfston ($dey) Al 1 costs u quoted shtl 1 hold
for a period of not less than 60 dtys frt11 the date of quoUt1on A
proposed cost PIYbullnt schedule shtll also be Ttqutsted by tht supplier
20 Scope
Tbe vork includes the upplJ ard delive17 or an impemuble bullmbrane
ror the isolation Or vaate bullterlab within a lall11ill Alao includad
v1ll be teehncal uailtance ard advice on installation ani bondinamp of
the liner The liner 1- to be irtallecl cwertop a previoualJ placed
ard aradecl aaU ccwer ard a alllll portion v1ll be installed on rlrampin
amprounl u a bottca liner AU vork on unloading placinamp field aplicina
ard uther_ irtallation related itCII will be cOBucted bTL bull RL
peracnael
30 Site Preparation
All site pnparation vork will be parfomat bT L bull Rll penomel
H011er the auppller ablll awit witb h1a quotat1on rtc~crdatiom
u tha tba llral ampndina or tha 11n1ahS lard11ll aurfaca L bull LBshypenomel han auccbullbullfllllTbull in 19791 pnrlcua]J iNtalled 2001000 sr
of 20 U Pv c liner ard an tudliar vitb aua
ltbullO Uner Spaci11cat1orw
The bullbullnne to be auppllat ahall be abntinc Mda ot Uftlftntorcecl
~nrlchloride (PVC) ard ahampll be 20 U 1D thickDeal PVC bulltariW
bullhall be Mlllfactured 1101 de~~bulltic vircln poJJryirvl chloride roin ard
apec111c~Jl1 cOIIIpCIUIded for uae in Vdraulic tacilltibull in a 1tandanl
aim- Vidth of S4 inchbull Reprocesaed bullterial aball not be Uied
lu2 hysical Reguirementa
The polTdrvl chloride bullembrane ahall bulleet the ~ical requirmente
llatlaquolt belews Please Wo pn an estiaampte or anticipated lite vben liner 11
in contact with clean tina eand and CCJIered with 2 or clean Une eard
to pTCVeot aunlight Please elva an estizrate or life vhile Uposecl to
direct sunlight
middot PHYSICAL REQUIREoENTS
Hfnfm1111 lest Tnt Value-d ~
Thickness bullfl 20 5~ ASlM 0-1593 Spoc1f1c GriY1 ty 123-130 ASlM 0-712-A Tensile Strength psi bullfn 2200 ASlM 0882-A Elongation l~nfn 300S ASlM 0882-A 10~ Modulus ps1 1000-1600 ASTM 0882-A Elmendorf Tur gbullslbullfl bull1n 160 ASlM 01912 Graves Tear 1bsfnbull1n 270bull ASTM 01004 Water Extractfon llllX 0 35 ASlM 01239 Vo1atf11ty I 1000 bullx 075 ASTM 01203
Impact Cold Crack F -20 ASlM 1790 Dfmensfona1 Stlbflfty (at 100 C 15 111fn l
s 1111x change 5 Bonded Sebull Strength of
Ttnsfl e bullfn 801 1 ASTM 0882shyPfnholeslo sq yds bullx none Resistance to Burfll Par 14c Ill por
Tensfl e Strength lou S bullx USSR procedure Elongation loss s bullx
Color Black or Gr
The supplfer shall sutft wfth his quotation the
nlues and test ~~ethods of hh p1opou1 -brant
middot
43 Fabrication
The aabnnp aball be 1hop fabricated into atardard lized larabull
aectilaquo~~ bullbull described in 44 aJd into odd-aized pieces u required to
1uit the racillt7 to llirdJdnthe ruzher of 11eld aplica
Attar fabrication the IIlaquoDbnne shall be packed for eu7 and 1~
hanUinamp in the field Shippina ccmtainerw capabl_e of prenntinamp duaae
to the contentbull during 1hipmeot and 11eld hanUinc bullhall be prcwided bJ the
supplier These containen shall be actequatel7 bullriced with panel rumbere
con-eepon11na to the panel laJCIUt drewinc provided in aeetion sl 44 Sfio
Tbe tOtal area to be corend bJ the C bull-brane Ylll be 110600oo
square feet ot ll71778 square 71~ plua 1001000 square tet tor a battca
llnar aaldnamp a total of 11 ll01000 square feet ot 1281889 aqaan Jlntllbull
Tb~ a~ to be corered bu the cillenaiON of 800 fet b7 llOO teet p1u1
300middot teet lt 600 teet includina allowancbull for alcpa The bottca l1nar a_
io 200 toot b7 S00 toot lach ponol oball bo OIIPliod ill app-~oJT
10 toat vidtba za teet lema Altenwte panel abbull alao be PJCIPCIIII
it tbq vUl IUe to ldrdldse the Uiber ot 111114 1pllcbull anS bardl1J11bull
In bullUaatiDC tha vidtb of tbe irdiYidual panela1 the IUJIPller ahall proride
for allOIIADCII tor 1plicbull btveen penela DetUla on apliciq are diacuaalll
1D 52 Wote abCNt 8001000 at of liner will be inatalled OD a alope that
baa a ) bull borbontal run b7 1 vertical heiampbt incrae ( ) oo 1)bull
50 Itelletion
51 General
The PiC Nlllbnne vUl be iNtallecl b7 L a RR personnel The aupplier
1hall 1ubdt1 with h1a quotation a Haralal of Hembnne
0
Installation PriCtfcebull including n 1 M1n111Uifl CCIIIplete drawings
andor sketches and literature tndfcltfng the dimensions of tach
standard-size section of IIMbrane type sfze and weight of shtpptng
contltner procdurt for splicing conntcttng and anchoring iembrane
to son around pipes and othtr appurtenances and rtcmunended
11ethods of handling ~~embrane by fteld Personnel durtng Altbullbrane
installation The supplter shall suppiy four (-4) addttfonal copies
of tht bullManual of Mea~brant Installation Practicebull 1f awuded the
contractbull
52 Fteld Spltctno
lap joints shall be used to seal 1djacent lengths of f1ttory fabrfclted
pieces of PVC together fn the ffeld Joints shall overlap 1 bulltnt shy
of sb inches
The supplfr shall provide sufficient solvent c~~~tnt or ldhestve
to bullte fast and efficient fteld splices at tt~~peratures ranging
fr 20 F to 90 F
53 Technical AssfstarKe
The supplier shall usfgn 1 representltfve to tnspect the supporting
surflce prior to fnstallltfon of the bulle~~brane The representlthe
shill reufn at the sfte to supervise the ebrane fnstallatfon for
approxfNtely one (1 J wortf ng day and sh1ll be responsible for
trafnfng L A RRptrsonnel for the IDtllbrane instal litton oper1tfon
The supplfer shall bear the expense of the representative for the
duration of the fnspectfon period (one (1) worttng dayf bull
middot 60 Cost
lht cost to ptrfon1 the Nort outlfntd in 10 through 40 shtll bt
provided by the supplier u part of the bid peckage The supplier shall
supply the total cost middot to do the ebove 11t0rt u well u 1 cost brukdown
sho1ng un1t cost of the PVC liner in dollbull~ per square foot (Sttt2)
as delivered to the site con fo- tdhe~he lllterhls ($gallon) and a
cost for tKhnfcal supervfston ($dey) Al 1 costs u quoted shtl 1 hold
for a period of not less than 60 dtys frt11 the date of quoUt1on A
proposed cost PIYbullnt schedule shtll also be Ttqutsted by tht supplier
middot PHYSICAL REQUIREoENTS
Hfnfm1111 lest Tnt Value-d ~
Thickness bullfl 20 5~ ASlM 0-1593 Spoc1f1c GriY1 ty 123-130 ASlM 0-712-A Tensile Strength psi bullfn 2200 ASlM 0882-A Elongation l~nfn 300S ASlM 0882-A 10~ Modulus ps1 1000-1600 ASTM 0882-A Elmendorf Tur gbullslbullfl bull1n 160 ASlM 01912 Graves Tear 1bsfnbull1n 270bull ASTM 01004 Water Extractfon llllX 0 35 ASlM 01239 Vo1atf11ty I 1000 bullx 075 ASTM 01203
Impact Cold Crack F -20 ASlM 1790 Dfmensfona1 Stlbflfty (at 100 C 15 111fn l
s 1111x change 5 Bonded Sebull Strength of
Ttnsfl e bullfn 801 1 ASTM 0882shyPfnholeslo sq yds bullx none Resistance to Burfll Par 14c Ill por
Tensfl e Strength lou S bullx USSR procedure Elongation loss s bullx
Color Black or Gr
The supplfer shall sutft wfth his quotation the
nlues and test ~~ethods of hh p1opou1 -brant
middot
43 Fabrication
The aabnnp aball be 1hop fabricated into atardard lized larabull
aectilaquo~~ bullbull described in 44 aJd into odd-aized pieces u required to
1uit the racillt7 to llirdJdnthe ruzher of 11eld aplica
Attar fabrication the IIlaquoDbnne shall be packed for eu7 and 1~
hanUinamp in the field Shippina ccmtainerw capabl_e of prenntinamp duaae
to the contentbull during 1hipmeot and 11eld hanUinc bullhall be prcwided bJ the
supplier These containen shall be actequatel7 bullriced with panel rumbere
con-eepon11na to the panel laJCIUt drewinc provided in aeetion sl 44 Sfio
Tbe tOtal area to be corend bJ the C bull-brane Ylll be 110600oo
square feet ot ll71778 square 71~ plua 1001000 square tet tor a battca
llnar aaldnamp a total of 11 ll01000 square feet ot 1281889 aqaan Jlntllbull
Tb~ a~ to be corered bu the cillenaiON of 800 fet b7 llOO teet p1u1
300middot teet lt 600 teet includina allowancbull for alcpa The bottca l1nar a_
io 200 toot b7 S00 toot lach ponol oball bo OIIPliod ill app-~oJT
10 toat vidtba za teet lema Altenwte panel abbull alao be PJCIPCIIII
it tbq vUl IUe to ldrdldse the Uiber ot 111114 1pllcbull anS bardl1J11bull
In bullUaatiDC tha vidtb of tbe irdiYidual panela1 the IUJIPller ahall proride
for allOIIADCII tor 1plicbull btveen penela DetUla on apliciq are diacuaalll
1D 52 Wote abCNt 8001000 at of liner will be inatalled OD a alope that
baa a ) bull borbontal run b7 1 vertical heiampbt incrae ( ) oo 1)bull
50 Itelletion
51 General
The PiC Nlllbnne vUl be iNtallecl b7 L a RR personnel The aupplier
1hall 1ubdt1 with h1a quotation a Haralal of Hembnne
0
Installation PriCtfcebull including n 1 M1n111Uifl CCIIIplete drawings
andor sketches and literature tndfcltfng the dimensions of tach
standard-size section of IIMbrane type sfze and weight of shtpptng
contltner procdurt for splicing conntcttng and anchoring iembrane
to son around pipes and othtr appurtenances and rtcmunended
11ethods of handling ~~embrane by fteld Personnel durtng Altbullbrane
installation The supplter shall suppiy four (-4) addttfonal copies
of tht bullManual of Mea~brant Installation Practicebull 1f awuded the
contractbull
52 Fteld Spltctno
lap joints shall be used to seal 1djacent lengths of f1ttory fabrfclted
pieces of PVC together fn the ffeld Joints shall overlap 1 bulltnt shy
of sb inches
The supplfr shall provide sufficient solvent c~~~tnt or ldhestve
to bullte fast and efficient fteld splices at tt~~peratures ranging
fr 20 F to 90 F
53 Technical AssfstarKe
The supplier shall usfgn 1 representltfve to tnspect the supporting
surflce prior to fnstallltfon of the bulle~~brane The representlthe
shill reufn at the sfte to supervise the ebrane fnstallatfon for
approxfNtely one (1 J wortf ng day and sh1ll be responsible for
trafnfng L A RRptrsonnel for the IDtllbrane instal litton oper1tfon
The supplfer shall bear the expense of the representative for the
duration of the fnspectfon period (one (1) worttng dayf bull
middot 60 Cost
lht cost to ptrfon1 the Nort outlfntd in 10 through 40 shtll bt
provided by the supplier u part of the bid peckage The supplier shall
supply the total cost middot to do the ebove 11t0rt u well u 1 cost brukdown
sho1ng un1t cost of the PVC liner in dollbull~ per square foot (Sttt2)
as delivered to the site con fo- tdhe~he lllterhls ($gallon) and a
cost for tKhnfcal supervfston ($dey) Al 1 costs u quoted shtl 1 hold
for a period of not less than 60 dtys frt11 the date of quoUt1on A
proposed cost PIYbullnt schedule shtll also be Ttqutsted by tht supplier
43 Fabrication
The aabnnp aball be 1hop fabricated into atardard lized larabull
aectilaquo~~ bullbull described in 44 aJd into odd-aized pieces u required to
1uit the racillt7 to llirdJdnthe ruzher of 11eld aplica
Attar fabrication the IIlaquoDbnne shall be packed for eu7 and 1~
hanUinamp in the field Shippina ccmtainerw capabl_e of prenntinamp duaae
to the contentbull during 1hipmeot and 11eld hanUinc bullhall be prcwided bJ the
supplier These containen shall be actequatel7 bullriced with panel rumbere
con-eepon11na to the panel laJCIUt drewinc provided in aeetion sl 44 Sfio
Tbe tOtal area to be corend bJ the C bull-brane Ylll be 110600oo
square feet ot ll71778 square 71~ plua 1001000 square tet tor a battca
llnar aaldnamp a total of 11 ll01000 square feet ot 1281889 aqaan Jlntllbull
Tb~ a~ to be corered bu the cillenaiON of 800 fet b7 llOO teet p1u1
300middot teet lt 600 teet includina allowancbull for alcpa The bottca l1nar a_
io 200 toot b7 S00 toot lach ponol oball bo OIIPliod ill app-~oJT
10 toat vidtba za teet lema Altenwte panel abbull alao be PJCIPCIIII
it tbq vUl IUe to ldrdldse the Uiber ot 111114 1pllcbull anS bardl1J11bull
In bullUaatiDC tha vidtb of tbe irdiYidual panela1 the IUJIPller ahall proride
for allOIIADCII tor 1plicbull btveen penela DetUla on apliciq are diacuaalll
1D 52 Wote abCNt 8001000 at of liner will be inatalled OD a alope that
baa a ) bull borbontal run b7 1 vertical heiampbt incrae ( ) oo 1)bull
50 Itelletion
51 General
The PiC Nlllbnne vUl be iNtallecl b7 L a RR personnel The aupplier
1hall 1ubdt1 with h1a quotation a Haralal of Hembnne
0
Installation PriCtfcebull including n 1 M1n111Uifl CCIIIplete drawings
andor sketches and literature tndfcltfng the dimensions of tach
standard-size section of IIMbrane type sfze and weight of shtpptng
contltner procdurt for splicing conntcttng and anchoring iembrane
to son around pipes and othtr appurtenances and rtcmunended
11ethods of handling ~~embrane by fteld Personnel durtng Altbullbrane
installation The supplter shall suppiy four (-4) addttfonal copies
of tht bullManual of Mea~brant Installation Practicebull 1f awuded the
contractbull
52 Fteld Spltctno
lap joints shall be used to seal 1djacent lengths of f1ttory fabrfclted
pieces of PVC together fn the ffeld Joints shall overlap 1 bulltnt shy
of sb inches
The supplfr shall provide sufficient solvent c~~~tnt or ldhestve
to bullte fast and efficient fteld splices at tt~~peratures ranging
fr 20 F to 90 F
53 Technical AssfstarKe
The supplier shall usfgn 1 representltfve to tnspect the supporting
surflce prior to fnstallltfon of the bulle~~brane The representlthe
shill reufn at the sfte to supervise the ebrane fnstallatfon for
approxfNtely one (1 J wortf ng day and sh1ll be responsible for
trafnfng L A RRptrsonnel for the IDtllbrane instal litton oper1tfon
The supplfer shall bear the expense of the representative for the
duration of the fnspectfon period (one (1) worttng dayf bull
middot 60 Cost
lht cost to ptrfon1 the Nort outlfntd in 10 through 40 shtll bt
provided by the supplier u part of the bid peckage The supplier shall
supply the total cost middot to do the ebove 11t0rt u well u 1 cost brukdown
sho1ng un1t cost of the PVC liner in dollbull~ per square foot (Sttt2)
as delivered to the site con fo- tdhe~he lllterhls ($gallon) and a
cost for tKhnfcal supervfston ($dey) Al 1 costs u quoted shtl 1 hold
for a period of not less than 60 dtys frt11 the date of quoUt1on A
proposed cost PIYbullnt schedule shtll also be Ttqutsted by tht supplier
0
Installation PriCtfcebull including n 1 M1n111Uifl CCIIIplete drawings
andor sketches and literature tndfcltfng the dimensions of tach
standard-size section of IIMbrane type sfze and weight of shtpptng
contltner procdurt for splicing conntcttng and anchoring iembrane
to son around pipes and othtr appurtenances and rtcmunended
11ethods of handling ~~embrane by fteld Personnel durtng Altbullbrane
installation The supplter shall suppiy four (-4) addttfonal copies
of tht bullManual of Mea~brant Installation Practicebull 1f awuded the
contractbull
52 Fteld Spltctno
lap joints shall be used to seal 1djacent lengths of f1ttory fabrfclted
pieces of PVC together fn the ffeld Joints shall overlap 1 bulltnt shy
of sb inches
The supplfr shall provide sufficient solvent c~~~tnt or ldhestve
to bullte fast and efficient fteld splices at tt~~peratures ranging
fr 20 F to 90 F
53 Technical AssfstarKe
The supplier shall usfgn 1 representltfve to tnspect the supporting
surflce prior to fnstallltfon of the bulle~~brane The representlthe
shill reufn at the sfte to supervise the ebrane fnstallatfon for
approxfNtely one (1 J wortf ng day and sh1ll be responsible for
trafnfng L A RRptrsonnel for the IDtllbrane instal litton oper1tfon
The supplfer shall bear the expense of the representative for the
duration of the fnspectfon period (one (1) worttng dayf bull
middot 60 Cost
lht cost to ptrfon1 the Nort outlfntd in 10 through 40 shtll bt
provided by the supplier u part of the bid peckage The supplier shall
supply the total cost middot to do the ebove 11t0rt u well u 1 cost brukdown
sho1ng un1t cost of the PVC liner in dollbull~ per square foot (Sttt2)
as delivered to the site con fo- tdhe~he lllterhls ($gallon) and a
cost for tKhnfcal supervfston ($dey) Al 1 costs u quoted shtl 1 hold
for a period of not less than 60 dtys frt11 the date of quoUt1on A
proposed cost PIYbullnt schedule shtll also be Ttqutsted by tht supplier
middot 60 Cost
lht cost to ptrfon1 the Nort outlfntd in 10 through 40 shtll bt
provided by the supplier u part of the bid peckage The supplier shall
supply the total cost middot to do the ebove 11t0rt u well u 1 cost brukdown
sho1ng un1t cost of the PVC liner in dollbull~ per square foot (Sttt2)
as delivered to the site con fo- tdhe~he lllterhls ($gallon) and a
cost for tKhnfcal supervfston ($dey) Al 1 costs u quoted shtl 1 hold
for a period of not less than 60 dtys frt11 the date of quoUt1on A
proposed cost PIYbullnt schedule shtll also be Ttqutsted by tht supplier
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