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SlpoundCIIICAnONS
Fa
UNIFILL lJNER
IOR
UNIFILL bull RESOORCE RllXJIIEXl I tHC
~H SHIIIIUUgt RI 02876
10 General
zo Sc(l)e
)0 Site Preparation
4o0 Uner spei1t1catlcn
41 Qononl
42 fhgto1cal Roquinaonta
4o) Fabrieatloa
4middot4 lliH
50 lMtdlaUGD
51 Qooonl
5o2 Fhld SpllciC
5o) Technlcal Jaaiatance
60 Coot
Jebzua17 241 198)
(
SPlCinCATIONS FOR LANDFill LlNER
l UNIFIU A RESOORCE RXXWXf1 INC I
IIORTII SKITIIIIELD1 RI 0286
10 General
LanUUlil Jlelcurce Reccvezy Inc viahe1 to solicit ccet propceala to
aupplJ a 20 11111 unldnforce polyrlVl chlorlde (PVC) liner to ccwar all
of their aite located in North Sm1thield1 JtJ
All work in prepamp riDamp the aite and installinamp ~he 31ner will be
con1ucted b7 Lanr111U A Raource JlecCNezy PenoMel The supplier v1ll be
responsible for tht Mlllacture and deliveJ7 of the liner anS techtdeal
aupenbion or the i~Ullatioa
be bide an bei~ aollcited bT Landt1ll ~ Jlbullource Recoreq tac
65 Obefe 1-ne Warrick RI 02888 on behalt or the L A I L Site
located in Rorth sitht1eld Bidl vill be accepted at tbe L 1 RR otnce
) 6S Oleete Lane Vanrlck RI 028881 no later than 12 loce TalldiJ1
Karch 131 1984bull The bid packap thampllincllle tbe c01U1 u diiCUId
in SecUCD 601 to conluot the work dbullcrlbS heniD Allo to be incllldS
iD the bid pacbampe an the Uner tc1tlcat1cn u cutlintd 1D Sectloa 401
an e~Uaate b) the supplier of the bullrlibullt date on which the nc linu
can be dellnnd at tbe aite end four (4) rererencbull or pnrlcua aiaUar
wortlt
Upon recdpt or the bldl L A ttTt Inc vU1 aelect a aupplier bued
on leMa~ total coat for all it- M~nld 1n ~ apecitlceticm Ala
evant of the contftct wUl be ccnpletedb 1lesdq March rr lfJ84
t A ER Inc reaezvbull the riampbt to reject aV an all bidl for Uf
reason but this U unlik~ No bid will be considered if total deliYeiJ
caMot be accOIDplisbed by the m1 or lq Total payment for the liner INIt
be lllampcle before the eni or June the cl~ or our 11acal 7812
(J
20 Scope
Tbt work includbull tbe auppl)o tn delive17 of an bpemeable bullembnnt
tor the Uolation Or vute 111amperltll within a lardfill Abo included
v1U bt technical usiltance and advice on installation ard bordinamp of
tha liner The liner U to be installecl overtop a prMOJIlt placed
ard ended acdl conr anl a aU portion vill be imtllled on rlrJIa
ampmmcS u a bottCII Uner All work on unloadinamp1 placinamp1 field aplicina
tnf otber ibulltallation relatecl itfllll will bt conucted b7 t A RR
peronnel
o Site Preparation
All aitt preparation woJ1c will bt pertontd b7 L A JtA penonltlbull
Hottnr tht tupplbr ahall awit1 tdtb h1a quotation nc~erdaUom
u tha the 11ral amprediDamp or tht 11nbhed lanU111 audac L 1 Blshy
penonnel ban auccbullafll1lJ1 in 19791 prnious~ ibulltllltd 2001000 sr
ot 20 ldl PfC llntr ard are tu1liar vlth ) 40 Liner SpeeU1ut1orw
tl o-ral
The bullbullnne to be aupplied thall bt thHtinamp aadt of QDJdntorcld
J)OlTdqrlchloride (nc) ud aball bt 20 IIlla 1a Wclcnct nc bullterlala
thall be -tacturtd rna dcabulltic ~rampfn ~IV~ chlo~dt swia aid
tpecU1callt c(lllpCWdS tor at in hJdmaUo tacU1t1bull in a ttandalll
llirdlll- width ot S4 incbbullbull lltiprocecl bullterlal bullbAll not be Uiecl
42 PhYsical RCNirtaerampe
The polyrlJl7l chloride bullmbrtne shall bullbullet the pvwical requii8Denta
lilted belCMI PJeue also pn an bulltibullte of anticipated lite vben liner 1a
in contact witb clbulln fbe bullbullrd1 and conred with 2 ot clean f1ne aard1
to prevent bullunliamphtbull Please pve an estimate ot life wbile exposed to
bullJ 0
PHYSICAL REOUJR[tfNTS
MtnfmUII lest Tnt Valued ~
Thickness bull11 20 SS ASTII 0-1593 SptcHfc Gravfv 123-130 - ASTII 0-712-A lfnsth Strength psi bullhi 2200 ASTII OBBZ-A Elongetfon lllin 3001 ASTM OBBZ-A 100~ Modulus psi 1000-1600 ASTM OBBZ-A pound1mendorf Tur gbulls1111 bulltn 160 ASTM 01912 Gr1ves Tur lbsfnbullfn 270 bull ASTM 01004 Weter tatnctfon bullbullmiddot 035 ASTM 01239 Volltilfty s 1000 Nx 075 ASTM 01203 lmp1ct Cold tr1ct F 20 ASTM 1790 Dhaenston1l Stability (It 100 C 15 bull1n1
~ NX change 5 Bonded Stbull Strength I of
Tensnt bullfn 80S ASTM DBBZshyP1 nholeslo sq yds bull none Rtshtenct to Bur-111 middot Par 14c (1) ptr
Tenstlt Strength lou I IIIX bull USBR procedure Elongation loss I bullbull
Color Black or_ J The supp11tr shall suttt with hh quotlt 1on tht
values end test aethods of h1 s proposal Nlllbrane bull
4 l Fabrication
The aellbran ahall ba ahop fabricated into atanani abed larampbull
aectiorw bullbull deecribed in 44 lldinto odd-abed piecbull u nqdred to middotmiddot auit the tacllit)- to adrdsaa_the llllber of fSeld 1pl1cbullbull shy
After tabrlcati~ tha sembrana aball be packed for eu7 ard smshybampndlinamp in tbe 11eld Shippina ccmtainen capab~l of prenntinamp daaampe
to thl content1 durlnc abipmeat ard 11el4 han111nc bullhall be prcwidcd b7 tha
aupplier The containan ahall be adequatelT bullrtted with piJItl llllllben
correepordinamp to t he panel la)wt dnodnamp prov14ad in aectica 1
44 SUo
lba tctal bull~ to b1 covered b7 the PVC 1-bnne vU1 b1 1 10601000
aquare teat ot llnbull aquare Jlrda pllll 100000 aquare feat tor bull bottaa
11nar1 Nkinc a total or 111601000 aquare teat or 1281889 aquan ~middotmiddot
The area to ba cgvand hu the 4lmens1o- of 100 tett bJ UOO tett1 plu
300 teet a 600 Iaamp includina lllawancbull tor alcpa The botaa 11nar _
1a 200 r- b7 500 r- Sach poMl oball bo bull-liod in JJPIOXiloaolT
83 root victtb 250 teet lq Allrnata panel aisbull alao ba propcraquoad
it thbull v1U aana to alnbdsa the IUiber of f1al4 aUcbull ant bantliDampshy
In bulltibulltlDamp the v1dth ot tha irdhidual panala1 the aQWllar aball pnwida
tor allawancbull tor apllcbull betwaiD panala Maila on apUciq are d1acw1S
1D s2 llota abcut eooooo bullbullr or liner will be Utlllllt oa bull aicpa that
hu a) borisontal run 1rT 1 1 Yertical helamph incrae () ca 1)
middot0 Inat allatioo
S l General
lba PVC membrana v1ll be inatalled bJ t A JlL penonnal middotfbe auppliar
ahall aubcdt1 with h1a quotaticm a Mama1 or Me~~~brana
u
tnstallaUon Practicebull tncludtng u a 11fnf11U111 tCIIIpltte drawings
andor sketches and Httrature fndtcatfng the dhttnsfons of each
standarcS-s1zt section of Mtlllbrane type sbe end weight of shipping
container procdure for splicing connecting end anchoring iecbrane
to soil around ptpu and other appurtenances and re-ccxnnended
aethods of h1ndltng llttllbrane by field Personnel during tnelftbrane
fnste11atfon The supplier shall suppiy four-(4) tddfUonal copies
of the bullManual of Membnne lnsUllatton Pr~cUcebull ff bUdtd the
contract bull
52 Field SpllciM
Lap joints shall be used to seal adjacent lengths of factory hbrfctted
pftces of PVC together fn the fteld Joints shill overhp a bullfnf
of sb tnches ) The supplier shall prov1de i ufftc1ent solvent ct~~tnt or adhtlfyen1
to uke fut and tfffctent field splices at tellptratures ranging
rr zortoIOr 53 Tbullchnical An1stanct
The supp11tr shall usfgn a rtpresentatht to i_nspect tht supporting
I surface prior to installation of the ~~t~~brane The represenUthe
shall reufn at thl site to supervise the ~~e~~brane installation for
appro~t1utely one (ll worti ng day and shall be responsible for
tra1n1ng middot1middot 1 R~personnel for the bulle~~~brant installation operation
The supplier shall bur the upense of the rePresentathe for the
duration of the inspection period (one (1) vorking ctayfbull
0 bull
~ The cost to perfoiWI the work outlined in 10 through 40 1h11l bt
provided by the supplier IS pnt of the bid packlge The sttppl1er shall
supply the total cost middot ~ do the above wort u well as 1 cost breakdown
shoVfng unit cost of the PVC 11ner in dollars per square foot (Sft2)
u delivered to the site cost for adhesive 111tertals Ugbullllonl and amiddot
cost for techn1ul supervh1on (Sday) All costs middotu quoted shall hold
for 1 perfod of not hn than 60 days frca the date of quotaUon A
propo sd cost pi)llfnt schedul e shai 1 al so be requt sted by the suppl fer
)
(
SPlCinCATIONS FOR LANDFill LlNER
l UNIFIU A RESOORCE RXXWXf1 INC I
IIORTII SKITIIIIELD1 RI 0286
10 General
LanUUlil Jlelcurce Reccvezy Inc viahe1 to solicit ccet propceala to
aupplJ a 20 11111 unldnforce polyrlVl chlorlde (PVC) liner to ccwar all
of their aite located in North Sm1thield1 JtJ
All work in prepamp riDamp the aite and installinamp ~he 31ner will be
con1ucted b7 Lanr111U A Raource JlecCNezy PenoMel The supplier v1ll be
responsible for tht Mlllacture and deliveJ7 of the liner anS techtdeal
aupenbion or the i~Ullatioa
be bide an bei~ aollcited bT Landt1ll ~ Jlbullource Recoreq tac
65 Obefe 1-ne Warrick RI 02888 on behalt or the L A I L Site
located in Rorth sitht1eld Bidl vill be accepted at tbe L 1 RR otnce
) 6S Oleete Lane Vanrlck RI 028881 no later than 12 loce TalldiJ1
Karch 131 1984bull The bid packap thampllincllle tbe c01U1 u diiCUId
in SecUCD 601 to conluot the work dbullcrlbS heniD Allo to be incllldS
iD the bid pacbampe an the Uner tc1tlcat1cn u cutlintd 1D Sectloa 401
an e~Uaate b) the supplier of the bullrlibullt date on which the nc linu
can be dellnnd at tbe aite end four (4) rererencbull or pnrlcua aiaUar
wortlt
Upon recdpt or the bldl L A ttTt Inc vU1 aelect a aupplier bued
on leMa~ total coat for all it- M~nld 1n ~ apecitlceticm Ala
evant of the contftct wUl be ccnpletedb 1lesdq March rr lfJ84
t A ER Inc reaezvbull the riampbt to reject aV an all bidl for Uf
reason but this U unlik~ No bid will be considered if total deliYeiJ
caMot be accOIDplisbed by the m1 or lq Total payment for the liner INIt
be lllampcle before the eni or June the cl~ or our 11acal 7812
(J
20 Scope
Tbt work includbull tbe auppl)o tn delive17 of an bpemeable bullembnnt
tor the Uolation Or vute 111amperltll within a lardfill Abo included
v1U bt technical usiltance and advice on installation ard bordinamp of
tha liner The liner U to be installecl overtop a prMOJIlt placed
ard ended acdl conr anl a aU portion vill be imtllled on rlrJIa
ampmmcS u a bottCII Uner All work on unloadinamp1 placinamp1 field aplicina
tnf otber ibulltallation relatecl itfllll will bt conucted b7 t A RR
peronnel
o Site Preparation
All aitt preparation woJ1c will bt pertontd b7 L A JtA penonltlbull
Hottnr tht tupplbr ahall awit1 tdtb h1a quotation nc~erdaUom
u tha the 11ral amprediDamp or tht 11nbhed lanU111 audac L 1 Blshy
penonnel ban auccbullafll1lJ1 in 19791 prnious~ ibulltllltd 2001000 sr
ot 20 ldl PfC llntr ard are tu1liar vlth ) 40 Liner SpeeU1ut1orw
tl o-ral
The bullbullnne to be aupplied thall bt thHtinamp aadt of QDJdntorcld
J)OlTdqrlchloride (nc) ud aball bt 20 IIlla 1a Wclcnct nc bullterlala
thall be -tacturtd rna dcabulltic ~rampfn ~IV~ chlo~dt swia aid
tpecU1callt c(lllpCWdS tor at in hJdmaUo tacU1t1bull in a ttandalll
llirdlll- width ot S4 incbbullbull lltiprocecl bullterlal bullbAll not be Uiecl
42 PhYsical RCNirtaerampe
The polyrlJl7l chloride bullmbrtne shall bullbullet the pvwical requii8Denta
lilted belCMI PJeue also pn an bulltibullte of anticipated lite vben liner 1a
in contact witb clbulln fbe bullbullrd1 and conred with 2 ot clean f1ne aard1
to prevent bullunliamphtbull Please pve an estimate ot life wbile exposed to
bullJ 0
PHYSICAL REOUJR[tfNTS
MtnfmUII lest Tnt Valued ~
Thickness bull11 20 SS ASTII 0-1593 SptcHfc Gravfv 123-130 - ASTII 0-712-A lfnsth Strength psi bullhi 2200 ASTII OBBZ-A Elongetfon lllin 3001 ASTM OBBZ-A 100~ Modulus psi 1000-1600 ASTM OBBZ-A pound1mendorf Tur gbulls1111 bulltn 160 ASTM 01912 Gr1ves Tur lbsfnbullfn 270 bull ASTM 01004 Weter tatnctfon bullbullmiddot 035 ASTM 01239 Volltilfty s 1000 Nx 075 ASTM 01203 lmp1ct Cold tr1ct F 20 ASTM 1790 Dhaenston1l Stability (It 100 C 15 bull1n1
~ NX change 5 Bonded Stbull Strength I of
Tensnt bullfn 80S ASTM DBBZshyP1 nholeslo sq yds bull none Rtshtenct to Bur-111 middot Par 14c (1) ptr
Tenstlt Strength lou I IIIX bull USBR procedure Elongation loss I bullbull
Color Black or_ J The supp11tr shall suttt with hh quotlt 1on tht
values end test aethods of h1 s proposal Nlllbrane bull
4 l Fabrication
The aellbran ahall ba ahop fabricated into atanani abed larampbull
aectiorw bullbull deecribed in 44 lldinto odd-abed piecbull u nqdred to middotmiddot auit the tacllit)- to adrdsaa_the llllber of fSeld 1pl1cbullbull shy
After tabrlcati~ tha sembrana aball be packed for eu7 ard smshybampndlinamp in tbe 11eld Shippina ccmtainen capab~l of prenntinamp daaampe
to thl content1 durlnc abipmeat ard 11el4 han111nc bullhall be prcwidcd b7 tha
aupplier The containan ahall be adequatelT bullrtted with piJItl llllllben
correepordinamp to t he panel la)wt dnodnamp prov14ad in aectica 1
44 SUo
lba tctal bull~ to b1 covered b7 the PVC 1-bnne vU1 b1 1 10601000
aquare teat ot llnbull aquare Jlrda pllll 100000 aquare feat tor bull bottaa
11nar1 Nkinc a total or 111601000 aquare teat or 1281889 aquan ~middotmiddot
The area to ba cgvand hu the 4lmens1o- of 100 tett bJ UOO tett1 plu
300 teet a 600 Iaamp includina lllawancbull tor alcpa The botaa 11nar _
1a 200 r- b7 500 r- Sach poMl oball bo bull-liod in JJPIOXiloaolT
83 root victtb 250 teet lq Allrnata panel aisbull alao ba propcraquoad
it thbull v1U aana to alnbdsa the IUiber of f1al4 aUcbull ant bantliDampshy
In bulltibulltlDamp the v1dth ot tha irdhidual panala1 the aQWllar aball pnwida
tor allawancbull tor apllcbull betwaiD panala Maila on apUciq are d1acw1S
1D s2 llota abcut eooooo bullbullr or liner will be Utlllllt oa bull aicpa that
hu a) borisontal run 1rT 1 1 Yertical helamph incrae () ca 1)
middot0 Inat allatioo
S l General
lba PVC membrana v1ll be inatalled bJ t A JlL penonnal middotfbe auppliar
ahall aubcdt1 with h1a quotaticm a Mama1 or Me~~~brana
u
tnstallaUon Practicebull tncludtng u a 11fnf11U111 tCIIIpltte drawings
andor sketches and Httrature fndtcatfng the dhttnsfons of each
standarcS-s1zt section of Mtlllbrane type sbe end weight of shipping
container procdure for splicing connecting end anchoring iecbrane
to soil around ptpu and other appurtenances and re-ccxnnended
aethods of h1ndltng llttllbrane by field Personnel during tnelftbrane
fnste11atfon The supplier shall suppiy four-(4) tddfUonal copies
of the bullManual of Membnne lnsUllatton Pr~cUcebull ff bUdtd the
contract bull
52 Field SpllciM
Lap joints shall be used to seal adjacent lengths of factory hbrfctted
pftces of PVC together fn the fteld Joints shill overhp a bullfnf
of sb tnches ) The supplier shall prov1de i ufftc1ent solvent ct~~tnt or adhtlfyen1
to uke fut and tfffctent field splices at tellptratures ranging
rr zortoIOr 53 Tbullchnical An1stanct
The supp11tr shall usfgn a rtpresentatht to i_nspect tht supporting
I surface prior to installation of the ~~t~~brane The represenUthe
shall reufn at thl site to supervise the ~~e~~brane installation for
appro~t1utely one (ll worti ng day and shall be responsible for
tra1n1ng middot1middot 1 R~personnel for the bulle~~~brant installation operation
The supplier shall bur the upense of the rePresentathe for the
duration of the inspection period (one (1) vorking ctayfbull
0 bull
~ The cost to perfoiWI the work outlined in 10 through 40 1h11l bt
provided by the supplier IS pnt of the bid packlge The sttppl1er shall
supply the total cost middot ~ do the above wort u well as 1 cost breakdown
shoVfng unit cost of the PVC 11ner in dollars per square foot (Sft2)
u delivered to the site cost for adhesive 111tertals Ugbullllonl and amiddot
cost for techn1ul supervh1on (Sday) All costs middotu quoted shall hold
for 1 perfod of not hn than 60 days frca the date of quotaUon A
propo sd cost pi)llfnt schedul e shai 1 al so be requt sted by the suppl fer
)
(J
20 Scope
Tbt work includbull tbe auppl)o tn delive17 of an bpemeable bullembnnt
tor the Uolation Or vute 111amperltll within a lardfill Abo included
v1U bt technical usiltance and advice on installation ard bordinamp of
tha liner The liner U to be installecl overtop a prMOJIlt placed
ard ended acdl conr anl a aU portion vill be imtllled on rlrJIa
ampmmcS u a bottCII Uner All work on unloadinamp1 placinamp1 field aplicina
tnf otber ibulltallation relatecl itfllll will bt conucted b7 t A RR
peronnel
o Site Preparation
All aitt preparation woJ1c will bt pertontd b7 L A JtA penonltlbull
Hottnr tht tupplbr ahall awit1 tdtb h1a quotation nc~erdaUom
u tha the 11ral amprediDamp or tht 11nbhed lanU111 audac L 1 Blshy
penonnel ban auccbullafll1lJ1 in 19791 prnious~ ibulltllltd 2001000 sr
ot 20 ldl PfC llntr ard are tu1liar vlth ) 40 Liner SpeeU1ut1orw
tl o-ral
The bullbullnne to be aupplied thall bt thHtinamp aadt of QDJdntorcld
J)OlTdqrlchloride (nc) ud aball bt 20 IIlla 1a Wclcnct nc bullterlala
thall be -tacturtd rna dcabulltic ~rampfn ~IV~ chlo~dt swia aid
tpecU1callt c(lllpCWdS tor at in hJdmaUo tacU1t1bull in a ttandalll
llirdlll- width ot S4 incbbullbull lltiprocecl bullterlal bullbAll not be Uiecl
42 PhYsical RCNirtaerampe
The polyrlJl7l chloride bullmbrtne shall bullbullet the pvwical requii8Denta
lilted belCMI PJeue also pn an bulltibullte of anticipated lite vben liner 1a
in contact witb clbulln fbe bullbullrd1 and conred with 2 ot clean f1ne aard1
to prevent bullunliamphtbull Please pve an estimate ot life wbile exposed to
bullJ 0
PHYSICAL REOUJR[tfNTS
MtnfmUII lest Tnt Valued ~
Thickness bull11 20 SS ASTII 0-1593 SptcHfc Gravfv 123-130 - ASTII 0-712-A lfnsth Strength psi bullhi 2200 ASTII OBBZ-A Elongetfon lllin 3001 ASTM OBBZ-A 100~ Modulus psi 1000-1600 ASTM OBBZ-A pound1mendorf Tur gbulls1111 bulltn 160 ASTM 01912 Gr1ves Tur lbsfnbullfn 270 bull ASTM 01004 Weter tatnctfon bullbullmiddot 035 ASTM 01239 Volltilfty s 1000 Nx 075 ASTM 01203 lmp1ct Cold tr1ct F 20 ASTM 1790 Dhaenston1l Stability (It 100 C 15 bull1n1
~ NX change 5 Bonded Stbull Strength I of
Tensnt bullfn 80S ASTM DBBZshyP1 nholeslo sq yds bull none Rtshtenct to Bur-111 middot Par 14c (1) ptr
Tenstlt Strength lou I IIIX bull USBR procedure Elongation loss I bullbull
Color Black or_ J The supp11tr shall suttt with hh quotlt 1on tht
values end test aethods of h1 s proposal Nlllbrane bull
4 l Fabrication
The aellbran ahall ba ahop fabricated into atanani abed larampbull
aectiorw bullbull deecribed in 44 lldinto odd-abed piecbull u nqdred to middotmiddot auit the tacllit)- to adrdsaa_the llllber of fSeld 1pl1cbullbull shy
After tabrlcati~ tha sembrana aball be packed for eu7 ard smshybampndlinamp in tbe 11eld Shippina ccmtainen capab~l of prenntinamp daaampe
to thl content1 durlnc abipmeat ard 11el4 han111nc bullhall be prcwidcd b7 tha
aupplier The containan ahall be adequatelT bullrtted with piJItl llllllben
correepordinamp to t he panel la)wt dnodnamp prov14ad in aectica 1
44 SUo
lba tctal bull~ to b1 covered b7 the PVC 1-bnne vU1 b1 1 10601000
aquare teat ot llnbull aquare Jlrda pllll 100000 aquare feat tor bull bottaa
11nar1 Nkinc a total or 111601000 aquare teat or 1281889 aquan ~middotmiddot
The area to ba cgvand hu the 4lmens1o- of 100 tett bJ UOO tett1 plu
300 teet a 600 Iaamp includina lllawancbull tor alcpa The botaa 11nar _
1a 200 r- b7 500 r- Sach poMl oball bo bull-liod in JJPIOXiloaolT
83 root victtb 250 teet lq Allrnata panel aisbull alao ba propcraquoad
it thbull v1U aana to alnbdsa the IUiber of f1al4 aUcbull ant bantliDampshy
In bulltibulltlDamp the v1dth ot tha irdhidual panala1 the aQWllar aball pnwida
tor allawancbull tor apllcbull betwaiD panala Maila on apUciq are d1acw1S
1D s2 llota abcut eooooo bullbullr or liner will be Utlllllt oa bull aicpa that
hu a) borisontal run 1rT 1 1 Yertical helamph incrae () ca 1)
middot0 Inat allatioo
S l General
lba PVC membrana v1ll be inatalled bJ t A JlL penonnal middotfbe auppliar
ahall aubcdt1 with h1a quotaticm a Mama1 or Me~~~brana
u
tnstallaUon Practicebull tncludtng u a 11fnf11U111 tCIIIpltte drawings
andor sketches and Httrature fndtcatfng the dhttnsfons of each
standarcS-s1zt section of Mtlllbrane type sbe end weight of shipping
container procdure for splicing connecting end anchoring iecbrane
to soil around ptpu and other appurtenances and re-ccxnnended
aethods of h1ndltng llttllbrane by field Personnel during tnelftbrane
fnste11atfon The supplier shall suppiy four-(4) tddfUonal copies
of the bullManual of Membnne lnsUllatton Pr~cUcebull ff bUdtd the
contract bull
52 Field SpllciM
Lap joints shall be used to seal adjacent lengths of factory hbrfctted
pftces of PVC together fn the fteld Joints shill overhp a bullfnf
of sb tnches ) The supplier shall prov1de i ufftc1ent solvent ct~~tnt or adhtlfyen1
to uke fut and tfffctent field splices at tellptratures ranging
rr zortoIOr 53 Tbullchnical An1stanct
The supp11tr shall usfgn a rtpresentatht to i_nspect tht supporting
I surface prior to installation of the ~~t~~brane The represenUthe
shall reufn at thl site to supervise the ~~e~~brane installation for
appro~t1utely one (ll worti ng day and shall be responsible for
tra1n1ng middot1middot 1 R~personnel for the bulle~~~brant installation operation
The supplier shall bur the upense of the rePresentathe for the
duration of the inspection period (one (1) vorking ctayfbull
0 bull
~ The cost to perfoiWI the work outlined in 10 through 40 1h11l bt
provided by the supplier IS pnt of the bid packlge The sttppl1er shall
supply the total cost middot ~ do the above wort u well as 1 cost breakdown
shoVfng unit cost of the PVC 11ner in dollars per square foot (Sft2)
u delivered to the site cost for adhesive 111tertals Ugbullllonl and amiddot
cost for techn1ul supervh1on (Sday) All costs middotu quoted shall hold
for 1 perfod of not hn than 60 days frca the date of quotaUon A
propo sd cost pi)llfnt schedul e shai 1 al so be requt sted by the suppl fer
)
bullJ 0
PHYSICAL REOUJR[tfNTS
MtnfmUII lest Tnt Valued ~
Thickness bull11 20 SS ASTII 0-1593 SptcHfc Gravfv 123-130 - ASTII 0-712-A lfnsth Strength psi bullhi 2200 ASTII OBBZ-A Elongetfon lllin 3001 ASTM OBBZ-A 100~ Modulus psi 1000-1600 ASTM OBBZ-A pound1mendorf Tur gbulls1111 bulltn 160 ASTM 01912 Gr1ves Tur lbsfnbullfn 270 bull ASTM 01004 Weter tatnctfon bullbullmiddot 035 ASTM 01239 Volltilfty s 1000 Nx 075 ASTM 01203 lmp1ct Cold tr1ct F 20 ASTM 1790 Dhaenston1l Stability (It 100 C 15 bull1n1
~ NX change 5 Bonded Stbull Strength I of
Tensnt bullfn 80S ASTM DBBZshyP1 nholeslo sq yds bull none Rtshtenct to Bur-111 middot Par 14c (1) ptr
Tenstlt Strength lou I IIIX bull USBR procedure Elongation loss I bullbull
Color Black or_ J The supp11tr shall suttt with hh quotlt 1on tht
values end test aethods of h1 s proposal Nlllbrane bull
4 l Fabrication
The aellbran ahall ba ahop fabricated into atanani abed larampbull
aectiorw bullbull deecribed in 44 lldinto odd-abed piecbull u nqdred to middotmiddot auit the tacllit)- to adrdsaa_the llllber of fSeld 1pl1cbullbull shy
After tabrlcati~ tha sembrana aball be packed for eu7 ard smshybampndlinamp in tbe 11eld Shippina ccmtainen capab~l of prenntinamp daaampe
to thl content1 durlnc abipmeat ard 11el4 han111nc bullhall be prcwidcd b7 tha
aupplier The containan ahall be adequatelT bullrtted with piJItl llllllben
correepordinamp to t he panel la)wt dnodnamp prov14ad in aectica 1
44 SUo
lba tctal bull~ to b1 covered b7 the PVC 1-bnne vU1 b1 1 10601000
aquare teat ot llnbull aquare Jlrda pllll 100000 aquare feat tor bull bottaa
11nar1 Nkinc a total or 111601000 aquare teat or 1281889 aquan ~middotmiddot
The area to ba cgvand hu the 4lmens1o- of 100 tett bJ UOO tett1 plu
300 teet a 600 Iaamp includina lllawancbull tor alcpa The botaa 11nar _
1a 200 r- b7 500 r- Sach poMl oball bo bull-liod in JJPIOXiloaolT
83 root victtb 250 teet lq Allrnata panel aisbull alao ba propcraquoad
it thbull v1U aana to alnbdsa the IUiber of f1al4 aUcbull ant bantliDampshy
In bulltibulltlDamp the v1dth ot tha irdhidual panala1 the aQWllar aball pnwida
tor allawancbull tor apllcbull betwaiD panala Maila on apUciq are d1acw1S
1D s2 llota abcut eooooo bullbullr or liner will be Utlllllt oa bull aicpa that
hu a) borisontal run 1rT 1 1 Yertical helamph incrae () ca 1)
middot0 Inat allatioo
S l General
lba PVC membrana v1ll be inatalled bJ t A JlL penonnal middotfbe auppliar
ahall aubcdt1 with h1a quotaticm a Mama1 or Me~~~brana
u
tnstallaUon Practicebull tncludtng u a 11fnf11U111 tCIIIpltte drawings
andor sketches and Httrature fndtcatfng the dhttnsfons of each
standarcS-s1zt section of Mtlllbrane type sbe end weight of shipping
container procdure for splicing connecting end anchoring iecbrane
to soil around ptpu and other appurtenances and re-ccxnnended
aethods of h1ndltng llttllbrane by field Personnel during tnelftbrane
fnste11atfon The supplier shall suppiy four-(4) tddfUonal copies
of the bullManual of Membnne lnsUllatton Pr~cUcebull ff bUdtd the
contract bull
52 Field SpllciM
Lap joints shall be used to seal adjacent lengths of factory hbrfctted
pftces of PVC together fn the fteld Joints shill overhp a bullfnf
of sb tnches ) The supplier shall prov1de i ufftc1ent solvent ct~~tnt or adhtlfyen1
to uke fut and tfffctent field splices at tellptratures ranging
rr zortoIOr 53 Tbullchnical An1stanct
The supp11tr shall usfgn a rtpresentatht to i_nspect tht supporting
I surface prior to installation of the ~~t~~brane The represenUthe
shall reufn at thl site to supervise the ~~e~~brane installation for
appro~t1utely one (ll worti ng day and shall be responsible for
tra1n1ng middot1middot 1 R~personnel for the bulle~~~brant installation operation
The supplier shall bur the upense of the rePresentathe for the
duration of the inspection period (one (1) vorking ctayfbull
0 bull
~ The cost to perfoiWI the work outlined in 10 through 40 1h11l bt
provided by the supplier IS pnt of the bid packlge The sttppl1er shall
supply the total cost middot ~ do the above wort u well as 1 cost breakdown
shoVfng unit cost of the PVC 11ner in dollars per square foot (Sft2)
u delivered to the site cost for adhesive 111tertals Ugbullllonl and amiddot
cost for techn1ul supervh1on (Sday) All costs middotu quoted shall hold
for 1 perfod of not hn than 60 days frca the date of quotaUon A
propo sd cost pi)llfnt schedul e shai 1 al so be requt sted by the suppl fer
)
4 l Fabrication
The aellbran ahall ba ahop fabricated into atanani abed larampbull
aectiorw bullbull deecribed in 44 lldinto odd-abed piecbull u nqdred to middotmiddot auit the tacllit)- to adrdsaa_the llllber of fSeld 1pl1cbullbull shy
After tabrlcati~ tha sembrana aball be packed for eu7 ard smshybampndlinamp in tbe 11eld Shippina ccmtainen capab~l of prenntinamp daaampe
to thl content1 durlnc abipmeat ard 11el4 han111nc bullhall be prcwidcd b7 tha
aupplier The containan ahall be adequatelT bullrtted with piJItl llllllben
correepordinamp to t he panel la)wt dnodnamp prov14ad in aectica 1
44 SUo
lba tctal bull~ to b1 covered b7 the PVC 1-bnne vU1 b1 1 10601000
aquare teat ot llnbull aquare Jlrda pllll 100000 aquare feat tor bull bottaa
11nar1 Nkinc a total or 111601000 aquare teat or 1281889 aquan ~middotmiddot
The area to ba cgvand hu the 4lmens1o- of 100 tett bJ UOO tett1 plu
300 teet a 600 Iaamp includina lllawancbull tor alcpa The botaa 11nar _
1a 200 r- b7 500 r- Sach poMl oball bo bull-liod in JJPIOXiloaolT
83 root victtb 250 teet lq Allrnata panel aisbull alao ba propcraquoad
it thbull v1U aana to alnbdsa the IUiber of f1al4 aUcbull ant bantliDampshy
In bulltibulltlDamp the v1dth ot tha irdhidual panala1 the aQWllar aball pnwida
tor allawancbull tor apllcbull betwaiD panala Maila on apUciq are d1acw1S
1D s2 llota abcut eooooo bullbullr or liner will be Utlllllt oa bull aicpa that
hu a) borisontal run 1rT 1 1 Yertical helamph incrae () ca 1)
middot0 Inat allatioo
S l General
lba PVC membrana v1ll be inatalled bJ t A JlL penonnal middotfbe auppliar
ahall aubcdt1 with h1a quotaticm a Mama1 or Me~~~brana
u
tnstallaUon Practicebull tncludtng u a 11fnf11U111 tCIIIpltte drawings
andor sketches and Httrature fndtcatfng the dhttnsfons of each
standarcS-s1zt section of Mtlllbrane type sbe end weight of shipping
container procdure for splicing connecting end anchoring iecbrane
to soil around ptpu and other appurtenances and re-ccxnnended
aethods of h1ndltng llttllbrane by field Personnel during tnelftbrane
fnste11atfon The supplier shall suppiy four-(4) tddfUonal copies
of the bullManual of Membnne lnsUllatton Pr~cUcebull ff bUdtd the
contract bull
52 Field SpllciM
Lap joints shall be used to seal adjacent lengths of factory hbrfctted
pftces of PVC together fn the fteld Joints shill overhp a bullfnf
of sb tnches ) The supplier shall prov1de i ufftc1ent solvent ct~~tnt or adhtlfyen1
to uke fut and tfffctent field splices at tellptratures ranging
rr zortoIOr 53 Tbullchnical An1stanct
The supp11tr shall usfgn a rtpresentatht to i_nspect tht supporting
I surface prior to installation of the ~~t~~brane The represenUthe
shall reufn at thl site to supervise the ~~e~~brane installation for
appro~t1utely one (ll worti ng day and shall be responsible for
tra1n1ng middot1middot 1 R~personnel for the bulle~~~brant installation operation
The supplier shall bur the upense of the rePresentathe for the
duration of the inspection period (one (1) vorking ctayfbull
0 bull
~ The cost to perfoiWI the work outlined in 10 through 40 1h11l bt
provided by the supplier IS pnt of the bid packlge The sttppl1er shall
supply the total cost middot ~ do the above wort u well as 1 cost breakdown
shoVfng unit cost of the PVC 11ner in dollars per square foot (Sft2)
u delivered to the site cost for adhesive 111tertals Ugbullllonl and amiddot
cost for techn1ul supervh1on (Sday) All costs middotu quoted shall hold
for 1 perfod of not hn than 60 days frca the date of quotaUon A
propo sd cost pi)llfnt schedul e shai 1 al so be requt sted by the suppl fer
)
u
tnstallaUon Practicebull tncludtng u a 11fnf11U111 tCIIIpltte drawings
andor sketches and Httrature fndtcatfng the dhttnsfons of each
standarcS-s1zt section of Mtlllbrane type sbe end weight of shipping
container procdure for splicing connecting end anchoring iecbrane
to soil around ptpu and other appurtenances and re-ccxnnended
aethods of h1ndltng llttllbrane by field Personnel during tnelftbrane
fnste11atfon The supplier shall suppiy four-(4) tddfUonal copies
of the bullManual of Membnne lnsUllatton Pr~cUcebull ff bUdtd the
contract bull
52 Field SpllciM
Lap joints shall be used to seal adjacent lengths of factory hbrfctted
pftces of PVC together fn the fteld Joints shill overhp a bullfnf
of sb tnches ) The supplier shall prov1de i ufftc1ent solvent ct~~tnt or adhtlfyen1
to uke fut and tfffctent field splices at tellptratures ranging
rr zortoIOr 53 Tbullchnical An1stanct
The supp11tr shall usfgn a rtpresentatht to i_nspect tht supporting
I surface prior to installation of the ~~t~~brane The represenUthe
shall reufn at thl site to supervise the ~~e~~brane installation for
appro~t1utely one (ll worti ng day and shall be responsible for
tra1n1ng middot1middot 1 R~personnel for the bulle~~~brant installation operation
The supplier shall bur the upense of the rePresentathe for the
duration of the inspection period (one (1) vorking ctayfbull
0 bull
~ The cost to perfoiWI the work outlined in 10 through 40 1h11l bt
provided by the supplier IS pnt of the bid packlge The sttppl1er shall
supply the total cost middot ~ do the above wort u well as 1 cost breakdown
shoVfng unit cost of the PVC 11ner in dollars per square foot (Sft2)
u delivered to the site cost for adhesive 111tertals Ugbullllonl and amiddot
cost for techn1ul supervh1on (Sday) All costs middotu quoted shall hold
for 1 perfod of not hn than 60 days frca the date of quotaUon A
propo sd cost pi)llfnt schedul e shai 1 al so be requt sted by the suppl fer
)
0 bull
~ The cost to perfoiWI the work outlined in 10 through 40 1h11l bt
provided by the supplier IS pnt of the bid packlge The sttppl1er shall
supply the total cost middot ~ do the above wort u well as 1 cost breakdown
shoVfng unit cost of the PVC 11ner in dollars per square foot (Sft2)
u delivered to the site cost for adhesive 111tertals Ugbullllonl and amiddot
cost for techn1ul supervh1on (Sday) All costs middotu quoted shall hold
for 1 perfod of not hn than 60 days frca the date of quotaUon A
propo sd cost pi)llfnt schedul e shai 1 al so be requt sted by the suppl fer
)
