Revised_Specs.pdf
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- Repair Maintenance Ramp Federal contract opportunity
- Solicitation number
- W912JV-19-B-7001
About this file
This solicitation is for repair and maintenance services for a ramp at Kingsley Field Air National Guard Base in Oregon. The work includes removing rubber and paint from airfield pavements using mechanical, water blasting, sandblasting, or grinding equipment. It also involves sealing joints in rigid pavements using hot-poured, two-component cold-applied, or single-component sealants. The contractor must submit plans, schedules, equipment lists, and test results. The performance period is under the Federal Supply Schedule.
Revised Specs
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| 01_72_00_Warranties.pdf | ||
| 01_78_23_O_and_M_Data.pdf | ||
| 01_72_00_Record_Documents.pdf | ||
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| 01_33_00_Submittals.pdf | ||
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| Specifications.pdf | ||
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Text version
ORANG Repai r Mai nt . Ramp KJAQ162682 Ki ngsl ey Fi el d ANGB Type B- 3 Submi t t al
SECTI ON 31 32 11
SOI L SURFACE EROSI ON CONTROL
08/08
PART 1 GENERAL
1. 1 SUMMARY
The wor k consi st s of f ur ni shi ng and i nst al l i ng t empor ar y and per manent soil sur f ace er osi on cont r ol mat er i al s t o pr event t he pol l ut i on of ai r , wat er , and l and, i ncl udi ng f i ne gr adi ng, bl anket i ng, st apl i ng, mul chi ng, veget at i ve measur es, st r uct ur al measur es, and mi scel l aneous r el at ed wor k, wi t hi n pr oj ect l i mi t s and i n ar eas out s i de t he pr oj ect l i mi t s wher e t he soi l sur f ace i s di st ur bed f r om wor k under t hi s Cont r act at t he desi gnat ed l ocat i ons. Thi s wor k i ncl udes al l necessar y mat er i al s, l abor , super vi s i on and equipment f or i nst al l at i on of a compl et e syst em. Submi t a l i s t i ng of equi pment t o be used f or t he appl i cat i on of er osi on cont r ol mat er i al s.
Coor di nat e t hi s sect i on wi t h t he r equi r ement s of Sect i on 31 00 00 EARTHWORK and Sect i on 32 92 19 SEEDI NG, and Sect i on 32 92 23 SODDI NG. Compl et e backf i l l i ng t he openi ngs i n synt het i c gr i d syst ems and ar t i cul at i ng cel l ul ar concr et e bl ock syst ems a maxi mum 7 days af t er pl acement t o pr ot ect t he mat er i al f r om ul t r avi ol et r adi at i on.
1. 2 MEASUREMENT AND PAYMENT
Not Used.
1. 3 REFERENCES
The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o wi t hi n t he t ext by t he basi c desi gnat i on onl y.
ASTM I NTERNATI ONAL ( ASTM)
ASTM D1248 ( 2012) St andar d Speci f i cat i on f or Pol yet hyl ene Pl ast i cs Ext r usi on Mat er i al s f or Wi r e and Cabl e
ASTM D1560 ( 2015) Resi st ance t o Def or mat i on and Cohesi on of Bi t umi nous Mi xt ur es by Means of Hveem Appar at us
ASTM D1777 ( 1996; E 2011; R 2011) Thi ckness of Text i l e Mat er i al s
ASTM D2028/ D2028M ( 2015) Cut back Asphal t ( Rapi d- Cur i ng Type)
ASTM D2844/ D2844M ( 2013) Resi st ance R- Val ue and Expansi on Pr essur e of Compact ed Soi l s
ASTM D3776/ D3776M ( 2009a; R 2017) St andar d Test Met hods f or Mass Per Uni t Ar ea ( Wei ght ) of Fabr i c
ASTM D3787 ( 2016) Bur st i ng St r engt h of Text i l es -
SECTI ON 31 32 11 Page 1
Const ant - Rat e- of - Tr aver se ( CRT) , Bal l Bur st Test
ASTM D3884 ( 2009; R 2017) St andar d Gui de f or Abr asi on Resi st ance of Text i l e Fabr i cs ( Rot ar y Pl at f or m, Doubl e- Head Met hod)
ASTM D4355/ D4355M ( 2014) Det er i or at i on of Geot ext i l es f r om Exposur e t o Li ght , Moi st ur e and Heat i n a Xenon- Ar c Type Appar at us
ASTM D4491/ D4491M ( 2015) St andar d Test Met hods f or Wat er Per meabi l i t y of Geot ext i l es by Per mi t t i v i t y
ASTM D4533/ D4533M ( 2015) St andar d Test Met hod f or Tr apezoi d Tear i ng St r engt h of Geot ext i l es
ASTM D4595 ( 2017) St andar d Test Met hod f or Tensi l e Pr oper t i es of Geot ext i l es by t he Wi de- Wi dt h St r i p Met hod
ASTM D4632/ D4632M ( 2015a) Gr ab Br eaki ng Load and El ongat i on of Geot ext i l es
ASTM D4751 ( 2016) St andar d Test Met hod f or Det er mi ni ng Appar ent Openi ng Si ze of a Geotextile
ASTM D4833/ D4833M ( 2007; E 2013; R 2013) I ndex Punct ur e Resi st ance of Geot ext i l es, Geomembr anes, and Rel at ed Pr oduct s
ASTM D4972 ( 2013) pH of Soi l s
ASTM D5034 ( 2009; R 2017) St andar d Test Met hod f or Br eaki ng St r engt h and El ongat i on of Text i l e Fabr i cs ( Gr ab Test )
ASTM D5035 ( 2011) Br eaki ng For ce and El ongat i on of Text i l e Fabr i cs ( St r i p Met hod)
ASTM D5268 ( 2013) Topsoi l Used f or Landscapi ng Purposes
ASTM D5852 ( 2000; R 2007; E 2014) St andar d Test Met hod f or Er odi bi l i t y Det er mi nat i on of Soi l i n t he Fi el d or i n t he Labor at or y by t he Jet I ndex Met hod
ASTM D6629 ( 2001; E 2012; R 2012) Sel ect i on of Met hods f or Est i mat i ng Soi l Loss by Er osi on
ASTM D698 ( 2012; E 2014; E 2015) Labor at or y Compact i on Char act er i st i cs of Soi l Usi ng St andar d Ef f or t ( 12, 400 f t - l bf / cu. f t .
( 600 kN- m/ cu. m. ) )
ASTM D977 ( 2017) St andar d Speci f i cat i on f or Emul si f i ed Asphal t
SECTI ON 31 32 11 Page 2
U. S. DEPARTMENT OF AGRI CULTURE ( USDA)
AMS Seed Act ( 1940; R 1988; R 1998) Feder al Seed Act
1. 4 SUBMITTALS
Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;
submi t t al s not havi ng a " G" desi gnat i on ar e f or i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . Submi t t he f ol l owi ng i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES:
SD- 01 Pr econst r uct i on Submi t t al s
Wor k Sequence Schedul e; G
Er osi on Cont r ol Pl an; G, AE
SD- 02 Shop Dr awi ngs
Layout ; G, AE
Obst r uct i ons Bel ow Gr ound; G
Seed Est abl i shment Per i od
Mai nt enance Recor d
SD- 03 Pr oduct Dat a
Geosynt het i c Bi nder s; G
Recycl ed Pl ast i c
Wood Cel l ul ose Fi ber
Paper Fi ber
Mul ch Cont r ol Net t i ng and Fi l t er Fabr i c
Wood Hydr aul i c Mul ch; G
Er osi on Cont r ol Bl anket s Type XI
Geot ext i l e Fabr i cs; G
Aggregate
Synt het i c Gr i d Syst ems; G
Ar t i cul at i ng Cel l ul ar Concr et e Bl ock Syst ems; G
Equipment
Er osi on Cont r ol Bl anket s
SD- 06 Test Repor t s
SECTI ON 31 32 11 Page 3
Geosynt het i c Bi nder s
Wood Hydr aul i c Mul ch
Geot ext i l e Fabr i cs
Er osi on Cont r ol Bl anket s
Compr essi ve St r engt h Test i ng
Sand
Gravel
SD- 07 Cer t i f i cat es
Fi l l Mat er i al
Mulch
Wood Hydr aul i c Mul ch
Geot ext i l e Fabr i cs
Geosynt het i c Bi nder s
Synt het i c Soi l Bi nder s
I nst al l er ' s Qual i f i cat i on
Seed
Asphal t Adhesi ve
Tackifier
Wood By- Pr oduct s
Wood Cel l ul ose Fi ber
SD- 10 Oper at i on and Mai nt enance Dat a
Mai nt enance I nst r uct i ons; G
SD- 11 Cl oseout Submi t t al s
Warranty
1. 5 QUALI TY ASSURANCE
1. 5. 1 I nst al l er ' s Qual i f i cat i on
The i nst al l er must be cer t i f i ed by t he manuf act ur er f or t r ai ni ng and exper i ence i nst al l i ng t he mat er i al . Submi t t he i nst al l er ' s company name and addr ess, and/ or cer t i f i cat i on.
1. 5. 2 Er osi on Pot ent i al
Assess pot ent i al ef f ect s of soi l management pr act i ces on soi l l oss i n
SECTI ON 31 32 11 Page 4 accor dance wi t h ASTM D6629. Assess er odi bi l i t y of soi l wi t h domi nant soi l s t r uct ur e l ess t han 2. 8 t o 3. 1 i nches i n accor dance wi t h ASTM D5852.
1. 5. 3 Substitutions
Subst i t ut i ons wi l l not be al l owed wi t hout wr i t t en r equest and appr oval f r om t he Cont r act i ng Of f i cer .
1. 6 DELI VERY, STORAGE, AND HANDLI NG
Pr i or t o del i ver y of mat er i al s, submi t cer t i f i cat es of compl i ance at t est i ng t hat mat er i al s meet t he speci f i ed r equi r ement s. St or e mat er i al s i n desi gnat ed ar eas and as r ecommended by t he manuf act ur er pr ot ect ed f r om t he el ement s, di r ect exposur e, and damage. Do not dr op cont ai ner s f r om t r ucks. Mat er i al must be f r ee of def ect s t hat woul d voi d r equi r ed per f or mance or war r ant y. Del i ver geosynt het i c bi nder s and synt het i c soi l bi nder s i n t he manuf act ur er ' s or i gi nal seal ed cont ai ner s and st or ed i n a secur e ar ea.
a. Fur ni sh er osi on cont r ol bl anket s and geot ext i l e f abr i c i n r ol l s wi t h sui t abl e wr appi ng t o pr ot ect agai nst moi st ur e and ext ended ul t r avi ol et exposur e pr i or t o pl acement . Label er osi on cont r ol bl anket and geot ext i l e f abr i c r ol l s t o pr ovi de i dent i f i cat i on suf f i c i ent f or i nvent or y and qual i t y cont r ol pur poses.
b. Al l synt het i c gr i ds, synt het i c sheet s, and ar t i cul at i ng cel l ul ar concr et e bl ock gr i ds must be sound and f r ee of def ect s t hat woul d i nt er f er e wi t h t he pr oper pl aci ng of t he bl ock or i mpai r t he st r engt h or per manence of t he const r uct i on. Mi nor cr acks i n synt het i c gr i ds and concr et e cel l ul ar bl ock, i nci dent al t o t he usual met hods of manuf act ur e, or r esul t i ng f r om st andar d met hods of handl i ng i n shi pment and del i ver y, wi l l not be deemed gr ounds f or r ej ect i on.
c. I nspect seed upon ar r i val at t he j obsi t e f or conf or mi t y t o speci es and qual i t y . Seed t hat i s wet , mol dy, or bear s a t est dat e f i ve mont hs or ol der , must be r ej ect ed.
1. 7 SCHEDULING
Submi t a const r uct i on wor k sequence schedul e, wi t h t he st at e or l ocal gover nment appr oved er osi on cont r ol pl an a mi ni mum of 30 days pr i or t o st ar t of const r uct i on. The wor k schedul e must coor di nat e t he t i mi ng of l and di st ur bi ng act i v i t i es wi t h t he pr ovi s i on of er osi on cont r ol measur es t o r educe on- si t e er osi on and of f - s i t e sedi ment at i on. Coor di nat e i nst al l at i on of t empor ar y er osi on cont r ol f eat ur es wi t h t he const r uct i on of per manent er osi on cont r ol f eat ur es t o assur e ef f ect i ve and cont i nuous cont r ol of er osi on, pol l ut i on, and sedi ment deposi t i on. I ncl ude a veget at i ve pl an wi t h pl ant i ng and seedi ng dat es and f er t i l i zer , l i me, and mul chi ng r at es. Di st r i but e copi es of t he wor k schedul e and er osi on cont r ol pl an t o s i t e subcont r act or s. Addr ess t he f ol l owi ng i n t he er osi on cont r ol plan :
a. St at ement of er osi on cont r ol and st or mwat er cont r ol obj ect i ves.
b. Descr i pt i on of t empor ar y and per manent er osi on cont r ol , st or mwat er cont r ol , and ai r pol l ut i on cont r ol measur es t o be i mpl ement ed on s i t e.
c. Descr i pt i on of t he t ype and f r equency of mai nt enance act i v i t i es r equi r ed f or t he chosen er osi on cont r ol met hods.
SECTI ON 31 32 11 Page 5
d. Compar i son of pr oposed post - devel opment st or mwat er r unof f condi t i ons wi t h pr edevel opment condi t i ons.
1. 8 WARRANTY
Er osi on cont r ol mat er i al must have a war r ant y f or use and dur abl e condi t i on f or pr oj ect speci f i c i nst al l at i ons. Tempor ar y er osi on cont r ol mat er i al s must car r y a mi ni mum ei ght een mont h war r ant y. Per manent er osi on cont r ol mat er i al s must car r y a mi ni mum t hr ee year war r ant y.
PART 2 PRODUCTS
2. 1 RECYCLED PLASTI C
Submi t i ndi v i dual component and assembl ed uni t st r uct ur al i nt egr i t y t est r esul t s; cr eep t ol er ance; def l ect i on t ol er ance; and ver t i cal l oad t est r esul t s and Li f e- cycl e dur abi l i t y . Recycl ed pl ast i c must cont ai n a mi ni mum 85 per cent of r ecycl ed post - consumer pr oduct . Recycl ed mat er i al must be const r uct ed or manuf act ur ed wi t h a maxi mum 1/ 4 i nch def l ect i on or cr eep i n any member , accor di ng t o ASTM D1248. The component s must be mol ded of ul t r avi ol et ( UV) and col or st abi l i zed pol yet hyl ene. The mat er i al must consi st of a mi ni mum 75 per cent pl ast i c pr of i l e of hi gh- densi t y pol yet hyl ene, l ow- densi t y pol yet hyl ene, and pol ypr opyl ene r aw mat er i al .
The mat er i al must be non- t oxi c and have no di scer ni bl e cont ami nant s such as paper , f oi l , or wood. The mat er i al must cont ai n l ess t han 3 per cent ai r voi ds and must be f r ee of spl i nt er s, chi ps, peel s, buckl i ng, and cr acks.
Mat er i al must be r esi st ant t o def or mat i on f r om sol ar heat gai n.
2. 2 BINDERS
2. 2. 1 Synt het i c Soi l Bi nder s
Cal c i um chl or i de, or ot her st andar d manuf act ur er ' s spr ay- on adhesi ves desi gned f or dust suppr essi on. Submi t cer t i f i cat i on f or bi nder s showi ng EPA r egi st er ed uses, t oxi c i t y l evel s, and appl i cat i on hazar ds.
2. 2. 2 Geosynt het i c Bi nder s
Geosynt het i c bi nder s must be manuf act ur ed i n accor dance wi t h ASTM D1560, ASTM D2844/ D2844M; and must be r ef er r ed t o as pr oduct s manuf act ur ed f or use as modi f i ed emul si ons f or t he pur pose of er osi on cont r ol and soi l s t abi l i zat i on. Emul si ons must be manuf act ur ed f r om al l nat ur al mat er i al s and pr ovi de a har d dur abl e f i ni sh.
2. 3 MULCH
Mul ch must be f r ee f r om weeds, mol d, and ot her del et er i ous mat er i al s.
Mul ch mat er i al s must be nat i ve t o t he r egi on.
2. 3. 1 Straw
St r aw must be st al ks f r om oat s, wheat , r ye, bar l ey, or r i ce, f ur ni shed i n ai r - dr y condi t i on and wi t h a consi st ency f or pl aci ng wi t h commer ci al mul ch- bl owi ng equi pment .
2. 3. 2 Hay
Hay must be nat i ve hay, sudan- gr ass hay, br oomsedge hay, or ot her
SECTI ON 31 32 11 Page 6 her baceous mowi ngs, f ur ni shed i n an ai r - dr y condi t i on sui t abl e f or pl aci ng wi t h commer ci al mul ch- bl owi ng equi pment .
2. 3. 3 Wood Cel l ul ose Fi ber
Wood cel l ul ose f i ber must be 100 per cent t ot al r ecover ed mat er i al s cont ent and must not cont ai n any gr owt h or ger mi nat i on- i nhi bi t i ng f act or s and must be dyed wi t h non- t oxi c, bi odegr adabl e dye an appr opr i at e col or t o f aci l i t at e pl acement dur i ng appl i cat i on. Composi t i on on ai r - dr y wei ght basi s: a mi ni mum 9 t o a maxi mum 15 per cent moi st ur e, and bet ween a mi ni mum
4. 5 t o a maxi mum 6. 0 pH.
2. 3. 4 Paper Fi ber
Paper f i ber mul ch must be 100 per cent post - consumer r ecycl ed news pr i nt t hat i s shr edded f or t he pur pose of mul chi ng seed.
2. 3. 5 Shr edded Bar k
Local l y shr edded mat er i al must be t r eat ed t o r et ar d t he gr owt h of mol d and fungi.
2. 3. 6 Wood By- Pr oduct s
Submi t composi t i on, sour ce, and par t i c l e s i ze. Pr oduct s must be f r ee f r om t oxi c chemi cal s or hazar dous mat er i al . Wood l ocal l y chi pped or gr ound bar k must be t r eat ed t o r et ar d t he gr owt h of mol d and f ungi . Gr adat i on: A maximum 2 i nch wi de by 4 i nch l ong.
2. 3. 7 Coir
Coi r must be manuf act ur ed f r om 100 per cent coconut f i ber cur ed i n f r esh wat er f or a mi ni mum of 6 mont hs.
2. 3. 8 Asphal t Adhesi ve
Asphal t adhesi ve must conf or m t o t he f ol l owi ng: Emul si f i ed asphal t , conf or mi ng t o ASTM D977, Gr ade SS- 1; and cut back asphal t , conf or mi ng t o ASTM D2028/ D2028M, Desi gnat i on RC- 70.
2. 3. 9 Mul ch Cont r ol Net t i ng and Fi l t er Fabr i c
Mul ch cont r ol net t i ng and f i l t er f abr i c must be const r uct ed of l i ght wei ght r ecycl ed pl ast i c , cot t on, or paper or or gani c f i ber . The r ecycl ed pl ast i c must be a woven or nonwoven pol ypr opyl ene, nyl on, or pol yest er cont ai ni ng st abi l i zer s or i nhi bi t or s t o make t he f abr i c r esi st ant t o det er i or at i on f r om UV, and wi t h t he f ol l owi ng pr oper t i es:
Mi ni mum gr ab t ensi l e st r engt h ( TF 25 #1/
ASTM D4632/ D4632M)
180 pounds
Mi ni mum Punct ur e ( TF 25 #4/ ASTM D3787) 75 psi i n t he weakest di r ect i on
Appar ent openi ng si eve si ze mi ni mum 40 and maxi mum 80 ( U. S. Si eve Size)
Mi ni mum Tr apezoi dal t ear st r engt h ( TF 25 #2/
ASTM D4533/ D4533M)
50 pounds
SECTI ON 31 32 11 Page 7
2. 3. 10 Wood Hydr aul i c Mul ch
Wood hydr aul i c mul ch must be made of 100 per cent t ot al r ecover ed mat er i al .
Wood must be nat ur al l y ai r - dr i ed t o a moi st ur e cont ent of 10. 0 per cent , pl us or mi nus 3. 0 per cent . A mi ni mum of 50 per cent of t he f i ber s must be equal t o or gr eat er t han 0. 15 i nch i n l engt h and a mi ni mum of 75 per cent of t he f i ber s must be r et ai ned on a 28 mesh scr een. Hydr aul i c mul ch must have t he f ol l owi ng mi xt ur e char act er i s t i cs:
CHARACTERI STI C ( t ypi cal ) VALUE pH 5.4 + 0. 1
Or gani c Mat t er ( oven dr i ed basi s) per cent 99. 3 wi t hi n + 0. 2
I nor gani c Ash ( oven dr i ed basi s) per cent 0. 7 wi t hi n + 0. 2
Wat er Hol di ng Capaci t y per cent 1, 401
2. 3. 11 Tackifier
Tacki f i er must be a bl ended pol yacr yl i mi de mat er i al wi t h non- i oni c gal act omannan of Gr ami neae endosper m i n powder and cr yst al l i ne f or m wi t h mol ecul ar wei ght s over 250, 000. Tacki f i er must be pr e- packaged i n t he hydr aul i c mul ch at t he r at e of 2 ounces per l b of wood f i ber .
2. 3. 12 Dye
Dye must be a wat er - act i vat ed, gr een col or . Pr e- package dye i n wat er di ssol vabl e packet s i n t he hydr aul i c mul ch.
2. 4 GEOTEXTI LE FABRI CS
Geot ext i l e f abr i cs must be woven of pol yest er f i l ament s f or med i nt o a st abl e net wor k so t hat t he f i l ament s r et ai n t hei r r el at i ve posi t i on t o each ot her . Cont ent must be a mi ni mum of 75 per cent r ecycl ed mat er i al s. Sewn seams must have st r engt h equal t o or gr eat er t han t he geot ext i l e i t sel f .
I nst al l f abr i c t o wi t hst and maxi mum vel oci t y f l ows as r ecommended by t he manuf act ur er . The geot ext i l e must conf or m t o t he f ol l owi ng mi ni mum aver age r ol l val ues:
Property Performance Test Met hod
Weight 264 g/ m2 ASTM D3776/ D3776M
Thickness 0. 635 mm ASTM D1777
Permeability 0. 12 cm/ sec ASTM D4491/ D4491M
Abr asi on Resi st ance, Type ( per cent st r engt h r et ai ned)
58 per cent X 81 per cent ASTM D3884
Tensi l e Gr ab St r engt h 1467 N X 1933 N ASTM D4632/ D4632M
SECTI ON 31 32 11 Page 8
Property Performance Test Met hod
Gr ab El ongat i on 15 per cent X 20 per cent ASTM D4632/ D4632M
Bur st St r engt h 5510 kN/ m2 ASTM D3787
Punct ur e St r engt h 733 N ASTM D4833/ D4833M
Tr apezoi d Tear 533 N X 533 N ASTM D4533/ D4533M
Appar ent Openi ng Si ze 40 US St d Si eve ASTM D4751
UV Resi st ance @ 500 hour s 90 per cent ASTM D4355/ D4355M
2. 5 EROSI ON CONTROL BLANKETS
2. 5. 1 Er osi on Cont r ol Bl anket s Type I
Use Type I bl anket s f or er osi on cont r ol and veget at i on est abl i shment on r oadsi de embankment s, abut ment s, ber ms, shoul der s, and medi an swal es wher e nat ur al veget at i on wi l l pr ovi de l ong t er m st abi l i zat i on. Er osi on cont r ol bl anket s must be a machi ne- pr oduced mat of 100 per cent st r aw. The bl anket must be of consi st ent t hi ckness wi t h t he st r aw evenl y di st r i but ed over t he ent i r e ar ea of t he mat . Cover t he bl anket on t he t op s i de wi t h a phot odegr adabl e pol ypr opyl ene net t i ng havi ng an appr oxi mat e 1/ 2 by 1/ 2 i nch mesh and be sewn t oget her on a maxi mum 1. 5 i nch cent er s wi t h degr adabl e t hr ead. The er osi on cont r ol bl anket must have t he f ol l owi ng pr oper t i es:
Mat er i al Cont ent
Straw 100 per cent wi t h appr oxi mat el y 0. 50 l b/ yd2 wei ght
Netting One si de onl y, l i ght wei ght phot odegr adabl e wi t h appr oxi mat el y 1. 64 l b/ 1, 000 f t 2 wei ght
Thread Degradable
Not e 1: Phot odegr adabl e l i f e a mi ni mum of 2 mont hs wi t h a mi ni mum 90 per cent l i ght penet r at i on. Appl y t o s l opes up t o a maxi mum 3: 1 gr adi ent .
2. 5. 2 Er osi on Cont r ol Bl anket s Type I I
Er osi on cont r ol bl anket s must be a machi ne- pr oduced mat of 100 per cent st r aw. The bl anket must be of consi st ent t hi ckness wi t h t he st r aw evenl y di st r i but ed over t he ent i r e ar ea of t he mat . Cover t he bl anket on t he t op s i de wi t h a pol ypr opyl ene net t i ng havi ng an appr oxi mat e 1/ 2 by 1/ 2 i nch mesh wi t h phot odegr adabl e accel er at or s t o pr ovi de br eakdown of t he net t i ng wi t hi n appr oxi mat el y 45 days, dependi ng upon geogr aphi c l ocat i on and el evat i on. Sew t he bl anket t oget her on a maxi mum 1. 5 i nch cent er s wi t h degr adabl e t hr ead. The er osi on cont r ol bl anket must have t he f ol l owi ng properties:
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Mat er i al Cont ent
Straw 100 per cent wi t h appr oxi mat el y 0. 50 l b/ yd2 wei ght
Netting One si de onl y, l i ght wei ght phot odegr adabl e wi t h phot o accel er at or s and approximately 1. 64 l b/ 1, 000 f t 2 wei ght
Thread Degradable
Not e 1: Phot odegr adabl e l i f e a mi ni mum of 10 mont hs wi t h a mi ni mum 90 per cent l i ght penet r at i on. Appl y t o s l opes up t o a maxi mum 3: 1 gr adi ent .
2. 5. 3 Er osi on Cont r ol Bl anket s Type I I I
Type I I I bl anket s must be used f or er osi on cont r ol and veget at i on est abl i shment on r oadsi de embankment s, abut ment s, ber ms, shoul der s, and medi an swal es wher e nat ur al veget at i on wi l l pr ovi de l ong t er m st abi l i zat i on. Er osi on cont r ol bl anket must be a machi ne- pr oduced mat consi st i ng of 70 per cent st r aw and 30 per cent coconut f i ber . The bl anket must be of consi st ent t hi ckness wi t h t he st r aw and coconut f i ber evenl y di st r i but ed over t he ent i r e ar ea of t he mat . Cover t he bl anket on t he t op s i de wi t h heavywei ght phot odegr adabl e pol ypr opyl ene net t i ng havi ng UV addi t i ves t o del ay br eakdown and an appr oxi mat e 5/ 8 by 5/ 8 i nch mesh, and on t he bot t om si de wi t h a l i ght wei ght phot odegr adabl e pol ypr opyl ene net t i ng wi t h an appr oxi mat e 1/ 2 by 1/ 2 i nch mesh. Sew t he bl anket t oget her on 1. 5 inch cent er s wi t h degr adabl e t hr ead. The er osi on cont r ol bl anket must have t he f ol l owi ng pr oper t i es:
Mat er i al Cont ent
Straw 70 per cent by appr oxi mat el y 0. 35 l b/ yd2
Coconut Fiber
30 per cent by appr oxi mat el y 0. 15 l b/ yd2 wei ght
Netting Top si de heavywei ght phot odegr adabl e wi t h UV addi t i ves and appr oxi mat el y 3 l b/ 1, 000 f t 2 wei ght
Bot t om si de l i ght wei ght phot odegr adabl e wi t h appr oxi mat el y 1. 64 l b/ 1, 000 f t 2 wei ght
NOTE: Phot odegr adabl e l i f e a mi ni mum of 10 mont hs wi t h a mi ni mum 90 per cent l i ght penet r at i on. Appl y t o s l opes wi t h a gr adi ent l ess t han 1. 5: 1.
2. 5. 4 Er osi on Cont r ol Bl anket s Type I V
Er osi on cont r ol bl anket must be a machi ne- pr oduced mat of 100 per cent st r aw. The bl anket must be of consi st ent t hi ckness wi t h t he st r aw evenl y di st r i but ed over t he ent i r e ar ea of t he mat . Cover t he bl anket on t he t op and bot t om si des wi t h l i ght wei ght phot odegr adabl e pol ypr opyl ene net t i ng havi ng an appr oxi mat e 1/ 2 by 1/ 2 i nch mesh. Sew t he bl anket t oget her on
1. 5 i nch cent er s wi t h degr adabl e t hr ead. The er osi on cont r ol bl anket must have t he f ol l owi ng pr oper t i es:
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Mat er i al Cont ent
Straw 100 per cent wi t h appr oxi mat el y 0. 50 l b/ yd2 wei ght
Netting Bot h si des l i ght wei ght phot odegr adabl e wi t h appr oxi mat el y 1. 64 l b/ 1, 000 f t 2 weight.
Thread Degradable
Not e: Phot odegr adabl e l i f e a mi ni mum of 2 mont hs wi t h a mi ni mum 90 per cent l i ght penet r at i on. Appl y t o s l opes wi t h a gr adi ent of l ess t han 1. 5: 1.
2. 5. 5 Er osi on Cont r ol Bl anket s Type V
Er osi on cont r ol bl anket must be a machi ne- pr oduced mat of 100 per cent st r aw. The bl anket must be of consi st ent t hi ckness wi t h t he st r aw evenl y di st r i but ed over t he ent i r e ar ea of t he mat . Cover t he bl anket on t he t op s i de wi t h pol ypr opyl ene net t i ng havi ng an appr oxi mat e 1/ 2 by 1/ 2 i nch mesh wi t h phot odegr adabl e accel er at or s t o pr ovi de br eakdown of t he net t i ng wi t hi n appr oxi mat el y 45 days, dependi ng upon geogr aphi c l ocat i on and el evat i on. Cover t he bot t om wi t h a pol ypr opyl ene net t i ng havi ng an approximate 1/ 2 by 1/ 2 i nch mesh wi t h phot o accel er at or s. Sew t he bl anket t oget her on 1. 5 i nch cent er s wi t h degr adabl e t hr ead. The er osi on cont r ol bl anket must have t he f ol l owi ng pr oper t i es:
Mat er i al Cont ent
Straw 70 per cent by appr oxi mat el y 0. 35 l b/ yd2
Netting Top si de l i ght wei ght phot odegr adabl e wi t h phot o accel er at or s wi t h approximately 1. 64 l b/ 1, 000 f t 2 wei ght
Bot t om si de l i ght wei ght phot odegr adabl e wi t h phot o accel er at or s and approximately 1. 64 l b/ 1, 000 f t 2 wei ght
NOTE: Phot odegr adabl e l i f e a mi ni mum of 10 mont hs wi t h a mi ni mum 90 per cent l i ght penet r at i on. Appl y t o s l opes up t o a maxi mum 2: 1 gr adi ent .
2. 5. 6 Er osi on Cont r ol Bl anket s Type VI
Er osi on cont r ol bl anket must be a machi ne- pr oduced 100 per cent bi odegr adabl e mat wi t h a 100 per cent st r aw f i ber mat r i x. The bl anket must be of consi st ent t hi ckness wi t h t he st r aw f i ber evenl y di st r i but ed over t he ent i r e ar ea of t he mat . Cover t he bl anket on t he t op s i de wi t h a 100 per cent bi odegr adabl e woven nat ur al or gani c f i ber net t i ng. The net t i ng must consi st of machi ne di r ect i onal st r ands f or med f r om t wo i nt er t wi ned yar ns wi t h cr oss di r ect i onal st r ands i nt er woven t hr ough t he t wi st ed machi ne st r ands ( commonl y r ef er r ed t o as a Leno weave) t o f or m an appr oxi mat e 1/ 2 by 1/ 2 i nch mesh. Sew t he bl anket t oget her wi t h bi odegr adabl e t hr ead on
1. 5 i nch cent er s. The er osi on cont r ol bl anket must have t he f ol l owi ng properties:
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Mat er i al Cont ent
Matrix 100 per cent st r aw f i ber wi t h appr oxi mat el y 0. 50 l b/ yd2 wei ght
Netting One si de onl y, Leno woven 100 per cent bi odegr adabl e nat ur al or gani c f i ber
Weight approximately 9. 3 l b/ 1, 000 f t
Thread Biodegradable
NOTE: Phot odegr adabl e l i f e a mi ni mum of 10 mont hs wi t h a mi ni mum 90 Per cent l i ght penet r at i on. Appl y t o s l opes up t o a maxi mum 2: 1 gr adi ent .
2. 5. 7 Er osi on Cont r ol Bl anket s Type VI I
Er osi on cont r ol bl anket must be a machi ne- pr oduced 100 per cent bi odegr adabl e mat wi t h an her baceous st r aw f i ber mat r i x. The bl anket must be of consi st ent t hi ckness wi t h t he st r aw evenl y di st r i but ed over t he ent i r e ar ea of t he mat . Cover t he bl anket on t he t op and bot t om si des wi t h 100 per cent bi odegr adabl e woven nat ur al f i ber net t i ng. The net t i ng must consi st of machi ne di r ect i onal st r ands f or med f r om t wo i nt er t wi ned yar ns wi t h cr oss di r ect i onal st r ands i nt er woven t hr ough t he t wi st ed machi ne st r ands ( commonl y r ef er r ed t o as a Leno weave) t o f or m an appr oxi mat e 1/ 2 by 1/ 2 i nch mesh. Sew t he bl anket t oget her wi t h bi odegr adabl e t hr ead on
1. 5 i nch cent er s. The bl anket must have t he f ol l owi ng pr oper t i es:
Mat er i al Cont ent
Straw 100 per cent st r aw f i ber wi t h appr oxi mat el y 0. 50 l b/ yd2 wei ght
Netting Top and bot t om si des, Leno woven 100 per cent bi odegr adabl e nat ur al or gani c f i ber wi t h appr oxi mat el y 9. 3 l b/ 1, 000f t 2 wei ght
Thread Biodegradable
Not e: Phot odegr adabl e l i f e a mi ni mum of 18 mont hs wi t h a mi ni mum 90 per cent l i ght penet r at i on. Appl y t o s l opes up t o a maxi mum 1. 5: 1 gr adi ent .
2. 5. 8 Er osi on Cont r ol Bl anket s Type VI I I
Er osi on cont r ol bl anket must be a machi ne- pr oduced 100 per cent bi odegr adabl e mat wi t h a 70 per cent her baceous st r aw and 30 per cent coconut f i ber bl end mat r i x. The bl anket must be of consi st ent t hi ckness wi t h t he st r aw and coconut f i ber evenl y di st r i but ed over t he ent i r e ar ea of t he mat . Cover t he bl anket on t he t op and bot t om si des wi t h 100 per cent bi odegr adabl e woven nat ur al or gani c f i ber net t i ng. The net t i ng must consi st of machi ne di r ect i onal st r ands f or med f r om t wo i nt er t wi ned yar ns wi t h cr oss di r ect i onal st r ands i nt er woven t hr ough t he t wi st ed machi ne st r ands ( commonl y r ef er r ed t o as a Leno weave) t o f or m an appr oxi mat e 1/ 2 by 1/ 2 i nch mesh. Sew t he bl anket t oget her wi t h bi odegr adabl e t hr ead on
SECTI ON 31 32 11 Page 12
1. 5 i nch cent er s. St r aw/ Coconut f i ber er osi on cont r ol bl anket must have t he f ol l owi ng pr oper t i es:
Mat er i al Cont ent
Matrix 70 per cent st r aw f i ber wi t h appr oxi mat el y 0. 35 l b/ yd2 wei ght . 30 per cent coconut f i ber cur ed i n f r esh wat er wi t h appr oxi mat el y 0. 15 l b/ yd2 wei ght
Netting Bot h si des woven 100 per cent bi odegr adabl e nat ur al or gani c f i ber wi t h approximately 9. 3 l bs/ 1, 000 f t 2 wei ght
Thread Biodegradable
Not e: Phot odegr adabl e l i f e a mi ni mum of 24 mont hs wi t h a mi ni mum 90 per cent l i ght penet r at i on. Appl y t o s l opes up t o a maxi mum 1. 5: 1 gr adi ent .
2. 5. 9 Er osi on Cont r ol Bl anket s Type I X ( Tur f Rei nf or cement Mat )
Per manent er osi on cont r ol / t ur f r ei nf or cement mat i s const r uct ed of 100 per cent coconut f i ber st i t ch bonded bet ween a heavy dut y UV st abi l i zed bot t om net , and a heavy dut y UV st abi l i zed cuspat ed ( cr i mped) mi ddl e net t i ng over l ai d wi t h a heavy dut y UV st abi l i zed t op net . The cuspat ed net t i ng f or ms pr omi nent c l osel y spaced r i dges acr oss t he ent i r e wi dt h of t he mat . The t hr ee net t i ngs ar e st i t ched t oget her on 1. 5 i nch cent er s wi t h UV st abi l i zed pol ypr opyl ene t hr ead t o f or m a per manent t hr ee di mensi onal st r uct ur e. The f ol l owi ng l i s t cont ai ns f ur t her physi cal pr oper t i es of t he t ur f er osi on cont r ol mat .
Property Test Met hod Value
Gr ound Cover I mage Anal ysi s 93 per cent
Thickness ASTM D1777 0. 63 i n
Mass per Uni t Ar ea ASTM D3776/ D3776M 0. 92 l b/ sy
Tensi l e St r engt h ASTM D5035 480 l b/ f t
Elongation ASTM D5035 15 per cent
Tensi l e St r engt h ASTM D5035 960 l b/ f t
Elongation ASTM D5035 31 per cent
Tensi l e St r engt h ASTM D5034 177 l bs
Elongation ASTM D5034 22 per cent
Resiliency ASTM D1777 gr eat er t han 80 per cent
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Property Test Met hod Value
UV St abi l i t y* ASTM D4355/ D4355M 151 l bs 86 per cent
Col or ( per manent net ) UV Bl ack
Porosity(permanent net)Calculated gr eat er t han 95 per cent
Mi ni mum Fi l ament Measur ed 0. 03 i n
Di amet er ( per manent net ) 0. 03 i n
NOTE 1: * ASTM D5034 Tensi l e St r engt h and per cent St r engt h Ret ent i on of mat er i al af t er 1000 hour s of exposur e i n Xenon- Ar c Weat her omet er
NOTE 2: Phot odegr adabl e l i f e a mi ni mum of 36 mont hs wi t h a mi ni mum 90 per cent l i ght penet r at i on. Appl y t o s l opes up t o a maxi mum 1: 1 gr adi ent
2. 5. 10 Er osi on Cont r ol Bl anket s Type X ( Tur f Rei nf or cement Mat )
Per manent er osi on cont r ol / t ur f r ei nf or cement mat must be const r uct ed of 100 per cent UV st abi l i zed hi gh deni er pol ypr opyl ene f i ber sewn bet ween a bl ack UV st abi l i zed 1/ 2 i nch mesh pol ypr opyl ene net t i ng on t he t op 5 l bs/ 1000 squar e f t and a bl ack UV st abi l i zed 5/ 8 i nch mesh pol ypr opyl ene net t i ng on t he bot t om 3 l bs/ 1000 squar e f t wi t h pol ypr opyl ene t hr ead. The mat must be r esi st ant t o phot o and chemi cal degr adat i on. The f ol l owi ng l i s t cont ai ns f ur t her physi cal pr oper t i es of t he t ur f r ei nf or cement mat .
Property Test Met hod Value
Thickness ASTM D1777 0. 56 i n
Mass per Uni t Ar ea ASTM D3776/ D3776M 11. 2 oz/ sq yd
Tensi l e St r engt h ASTM D4632/ D4632M 35. 2 l bs
Elongation ASTM D4632/ D4632M 25. 5 per cent
Tensi l e St r engt h ASTM D4595 259. 2 l bs/ f t
Elongation ASTM D4595 20. 9 per cent
Tensi l e St r engt h ASTM D5035 300 l bs/ f t
Elongation ASTM D5035 51 per cent
Tensi l e St r engt h ASTM D5034 89 l bs
Elongation ASTM D5034 21 per cent
Resiliency 100 PSI - 3 cycl es 94 per cent
UV St abi l i t y* ASTM D4355/ D4355M 81* l bs 90* per cent
SECTI ON 31 32 11 Page 14
Property Test Met hod Value
NOTE 1: * ASTM D5034 Tensi l e St r engt h and per cent St r engt h Ret ent i on of mat er i al af t er 1000 hour s of exposur e i n Xenon- Ar c Weat her omet er
NOTE 2: Phot odegr adabl e l i f e a mi ni mum of 36 mont hs wi t h a mi ni mum 90 per cent l i ght penet r at i on. Appl y t o s l opes up t o a maxi mum 1: 1 gr adi ent
2. 5. 11 Er osi on Cont r ol Bl anket s Type XI ( Re- veget at i on Mat )
Seed- i ncor por at ed bl anket opt i on must consi st of 2- pl y 100 per cent r ecycl ed, unbl eached, cel l ul ose t i ssue. Uni f or ml y di st r i but e a seed mi x upon t he bot t om pl y of cel l ul ose t i ssue and f ul l y over l ai d wi t h a t op cel l ul ose pl y t o pr ovi de compl et e envel opment of t he seed l ayer . Sew t he seed- i ncor por at ed cel l ul ose medi um t o t he bot t om si de of t he speci f i ed er osi on cont r ol bl anket .
Mat er i al Cont ent
Top Pl y 1- pl y 100 per cent r ecycl ed unbl eached cel l ul ose t i ssue wi t h appr oxi mat el y
4. 3 l bs/ 1, 000 f t 2 wei ght
Seed Kent ucky Bl uegr ass 0. 033 l bs/ yd2 ( 160 l bs/ acr e)
Per enni al Ryegr ass 0. 017 l bs/ yd2 ( 80 l bs/ acr e)
Bot t om Pl y 1- pl y r ecycl ed unbl eached cel l ul ose i ssue wi t h appr oxi mat el y 4. 3 l bs/ ( 1, 000 f t 2) wei ght
NOTE: Phot odegr adabl e l i f e a mi ni mum of 36 mont hs wi t h a mi ni mum 90 per cent l i ght penet r at i on. Appl y t o s l opes up t o a mi ni mum 1: 1 gr adi ent .
2. 5. 12 Er osi on Cont r ol Bl anket s Type XI I ( Compost Mat )
Compost bl anket must consi st of a l ayer of 100 per cent bi obased st abl e and mat ur e compost uni f or ml y di st r i but ed t o a dept h of 3/ 4 t o 3 i nches al ong sl opes wi t h er osi on pot ent i al . Compost must encour age pl ant gr owt h and seed must be appl i ed f ol l owi ng compost appl i cat i on. The bl anket must have t he f ol l owi ng pr oper t i es:
Parameter Range
Par t i c l e s i ze 3/ 8- 1/ 2 i nch si eve and 2- 3 i nch si eve ( r at i o = 3: 1)
Moi st ur e cont ent 20 - 50 per cent
Sol ubl e sal t 3. 0 - 6. 0 mmhos/ cm
Or gani c mat t er 40 - 70 per cent pH 6. 0 - 8. 0
Ni t r ogen cont ent 0. 5 - 2. 0 per cent
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Parameter Range
Human made i ner t s 0. 0 - 1. 0 per cent
2. 5. 13 Seed
Submi t c l assi f i cat i on, bot ani cal name, common name, per cent pur e l i ve seed, mi ni mum per cent ger mi nat i on and har d seed, maxi mum per cent weed seed cont ent , and dat e t est ed.
2. 5. 13. 1 Seed Cl assi f i cat i on
Pr ovi de St at e- cer t i f i ed nat i ve seed mi x of t he l at est season' s cr op i n or i gi nal seal ed packages bear i ng t he pr oducer ' s guar ant eed anal ysi s f or per cent ages of mi xt ur e, pur i t y, ger mi nat i on, har d seed, weed seed cont ent , and i ner t mat er i al . Conf or m l abel s t o t he AMS Seed Act and appl i cabl e st at e seed l aws. Submi t t he cal endar t i me f or Seed Est abl i shment Per i od.
When t her e i s mor e t han one seed est abl i shment per i od, t he boundar i es of t he seeded ar ea cover ed f or each per i od must be descr i bed.
2. 5. 13. 2 Per manent Seed Speci es and Mi xt ur es
Pr opor t i on per manent seed speci es and mi xt ur es by wei ght .
2. 5. 13. 3 Quality
Weed seed must be l ess t han 1 per cent by wei ght of t he t ot al mi xt ur e.
2. 5. 14 Staking
St akes must be 100 per cent bi odegr adabl e manuf act ur ed f r om pl ast i c or wood and must be desi gned t o saf el y and ef f ect i vel y secur e er osi on cont r ol bl anket s f or t empor ar y or per manent appl i cat i ons. The bi odegr adabl e st ake must be f ul l y degr adabl e by bi ol ogi cal act i v i t y wi t hi n a r easonabl e t i me f r ame. The bi o- pl ast i c r esi n used i n pr oduct i on of t he bi odegr adabl e st ake must consi st of pol y l act i de, a nat ur al , compl et el y bi odegr adabl e subst ance der i ved f r om r enewabl e agr i cul t ur al r esour ces. The bi odegr adabl e st ake must exhi bi t ampl e r i gi di t y t o enabl e bei ng dr i ven i nt o har d gr ound, wi t h suf f i c i ent f l exi bi l i t y t o r esi st shat t er i ng. Ser r at e t he bi odegr adabl e st ake on t he l eg t o i ncr ease r esi st ance t o pul l - out f r om t he soi l . The bi odegr adabl e st ake must have t he f ol l owi ng di mensi ons: 1" x2" mi ni mum.
2. 5. 15 Staples
St apl es must be as r ecommended by t he manuf act ur er .
2. 6 SYNTHETI C GRI D AND SHEET SYSTEMS
Synt het i c gr i d and sheet syst ems must be f or med of r ecycl ed pl ast i c i n accor dance wi t h par agr aph RECYCLED PLASTI CS and have i nt er l ocki ng component s t o f or m a uni f or m under l ayment or st r at a t o r ecei ve f i l l .
2. 7 SEDI MENT FENCI NG
Wood or bur l ap.
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2. 8 COMPOST FI LTER BERMS
Compost ber ms must consi st of 100 per cent bi obased t r apezoi dal - shaped compost pi l es ar r anged acr oss s l opes. Ber ms must have t he f ol l owi ng properties:
Parameter Range
Par t i c l e s i ze 3/ 8- 1/ 2 i nch si eve and 2- 3 i nch si eve ( r at i o = 1: 1)
Moi st ur e cont ent 20 - 50 per cent
Sol ubl e sal t 4. 0 - 6. 0 mmhos/ cm
Or gani c mat t er 40 - 70 per cent pH 6. 0 - 8. 0
Ni t r ogen cont ent 0. 5 - 2. 0 per cent
Human made i ner t s 0. 0 - 1. 0 per cent
Size 2 f eet H x 2 - 3 f eet W at t op, at l east 4 f eet W at base
2. 9 AGGREGATE
Aggr egat e must be of f s i t e mat er i al gener at ed f r om gr adi ng and demol i t i on oper at i ons, as avai l abl e. Coar se aggr egat e must cont ai n a mi ni mum of 25 per cent r ecycl ed por cel ai n, st one, or ot her r ecycl ed mat er i al conf or mi ng t o r equi r ement s of t he mi x desi gn. Cr ushed r ock must be cr ushed r un bet ween a minimum 6 i nches and a maxi mum 2 i nches. Gr avel must be r i ver r un bet ween a mi ni mum 6 i nches and a maxi mum 2 i nches. Submi t s i eve t est r esul t s f or both gravel and sand . Sand must be uni f or ml y gr aded.
2. 10 WATER
Unl ess ot her wi se di r ect ed, wat er i s t he r esponsi bi l i t y of t he Cont r act or .
Wat er must be potable or suppl i ed by an exi st i ng i r r i gat i on syst em.
PART 3 EXECUTI ON
3. 1 WEATHER CONDI TI ONS
Per f or m er osi on cont r ol oper at i ons under f avor abl e weat her condi t i ons; when excessi ve moi st ur e, f r ozen gr ound or ot her unsat i s f act or y condi t i ons pr evai l , t he wor k must be st opped as di r ect ed. When speci al condi t i ons war r ant a var i ance t o ear t hwor k oper at i ons, submi t a r evi sed const r uct i on schedul e f or appr oval . Do not appl y er osi on cont r ol mat er i al s i n adver se weat her condi t i ons whi ch coul d af f ect t hei r per f or mance.
SECTI ON 31 32 11 Page 17
3. 1. 1 Fi ni shed Gr ade
Pr ovi de condi t i on of f i ni sh gr ade st at us pr i or t o i nst al l at i on, l ocat i on of under gr ound ut i l i t i es and f aci l i t i es. Ver i f y t hat f i ni shed gr ades ar e as i ndi cat ed on t he dr awi ngs; compl et e f i ni sh gr adi ng and compact i on i n accor dance wi t h Sect i on 31 00 00 EARTHWORK, pr i or t o t he commencement of t he wor k. Ver i f y and mar k t he l ocat i on of under gr ound ut i l i t i es and f aci l i t i es i n t he ar ea of t he wor k. Repai r damage t o under gr ound ut i l i t i es and f aci l i t i es at t he Cont r act or ' s expense.
3. 1. 2 Pl acement of Er osi on Cont r ol Bl anket s
Bef or e pl aci ng t he er osi on cont r ol bl anket s, ensur e t he subgr ade has been gr aded smoot h; has no depr essed, voi d ar eas; i s f r ee f r om obst r uct i ons, such as t r ee r oot s, pr oj ect i ng st ones or ot her f or ei gn mat t er . Ver i f y t hat mesh does not i ncl ude i nvasi ve speci es. Vehi c l es wi l l not be per mi t t ed di r ect l y on t he bl anket s.
3. 1. 3 Synt het i c Gr i d
Bef or e pl aci ng t he gr i d syst em, ensur e t hat t he subgr ade has been pr oper l y gr ubbed of l ar ge r oot s and r ocks; compact ed; has been gr aded smoot h; has no depr essed, voi d, sof t or uncompact ed ar eas; i s f r ee f r om obst r uct i ons, such as t r ee r oot s, pr oj ect i ng st ones or ot her f or ei gn mat t er ; and has been seeded.
3. 1. 4 Concr et e Cel l ul ar Bl ock
Bef or e pl aci ng geot ext i l e f abr i c under cel l ul ar bl ock, ensur e t hat t he subgr ade has been pr oper l y compact ed; has been gr aded smoot h; has no depr essed, voi d, sof t or uncompact ed ar eas; i s f r ee f r om obst r uct i ons, such as t r ee r oot s, pr oj ect i ng st ones or ot her f or ei gn mat t er ; and has been seeded. Compact subgr ade compact i on t o at l east 90 per cent of t he maxi mum dr y densi t y at opt i mum moi st ur e cont ent , as det er mi ned by ASTM D698, wi t h a t ol er ance of pl us or mi nus 1 i nch of t he desi gn el evat i on.
3. 2 SI TE PREPARATI ON
3. 2. 1 Soi l Test
Test soi l i n accor dance wi t h ASTM D5268 and ASTM D4972 f or det er mi ni ng t he par t i c l e s i ze and mechani cal anal ysi s. Sampl e col l ect i on onsi t e must be r andom over t he ent i r e s i t e. The t est must det er mi ne t he soi l par t i c l e s i ze as compat i bl e f or t he speci f i ed mat er i al .
3. 2. 2 Layout
Submi t scal e dr awi ngs def i ni ng ar eas t o r ecei ve r ecommended mat er i al s as r equi r ed by f eder al , st at e or l ocal r egul at i ons. Er osi on cont r ol mat er i al l ocat i ons may be adj ust ed t o meet f i el d condi t i ons. When soi l t est s r esul t i n unaccept abl e par t i c l e s i zes, submi t a shop dr awi ng i ndi cat i ng t he cor r ect i ve measur es.
3. 2. 3 Pr ot ect i ng Exi st i ng Veget at i on
When t her e ar e est abl i shed l awns i n t he wor k ar ea, t he t ur f must be cover ed and/ or pr ot ect ed or r epl aced af t er const r uct i on oper at i ons. I dent i f y exi st i ng t r ees, shr ubs, pl ant beds, and l andscape f eat ur es t hat ar e t o be pr eser ved on s i t e by appr opr i at e t ags and bar r i cade wi t h r eusabl e, SECTI ON 31 32 11 Page 18 hi gh- vi s i bi l i t y f enci ng al ong t he dr i pl i ne. Mi t i gat e damage t o exi st i ng t r ees at no addi t i onal cost t o t he Gover nment . Damage must be assessed by a st at e cer t i f i ed ar bor i st or ot her appr oved pr of essi onal usi ng t he Nat i onal Ar bor i s t Associ at i on' s t r ee val uat i on gui del i ne.
3. 2. 4 Obst r uct i ons Bel ow Gr ound
When obst r uct i ons bel ow gr ound af f ect t he wor k, submi t shop dr awi ngs showi ng pr oposed adj ust ment s t o pl acement of er osi on cont r ol mat er i al f or approval.
3. 3 INSTALLATION
I mmedi at el y st abi l i ze exposed soi l usi ng f abr i c, mul ch, compost , and seed.
St abi l i ze ar eas f or const r uct i on access i mmedi at el y as speci f i ed i n t he par agr aph Const r uct i on Ent r ance. I nst al l pr i nci pal sedi ment basi ns and t r aps bef or e any maj or s i t e gr adi ng t akes pl ace. Pr ovi de addi t i onal sedi ment t r aps and sedi ment f ences as gr adi ng pr ogr esses. Pr ovi de i nl et and out l et pr ot ect i on at t he ends of new dr ai nage syst ems. Remove t empor ar y er osi on cont r ol measur es at t he end of const r uct i on and pr ovi de per manent seedi ng.
3. 3. 1 Const r uct i on Ent r ance
Unl ess shown ot her wi se, pr ovi de a mi ni mum of 6 i nches t hi ck, at poi nt s of vehi cul ar i ngr ess and egr ess on t he const r uct i on s i t e. Const r uct i on ent r ances must be c l ear ed and gr ubbed, and t hen excavat ed a mi ni mum of 3 inches pr i or t o pl acement of t he f i l t er f abr i c and aggr egat e. The aggr egat e must be pl aced i n a manner t hat wi l l pr event damage and movement of t he f abr i c. Pl ace f abr i c i n one pi ece, wher e possi bl e. Over l ap f abr i c j oi nt s a mi ni mum of 12 i nches.
3. 3. 2 Compost Fi l t er Ber ms
Pl ace compost f i l t er ber m uncompact ed on bar e soi l as i ndi cat ed on dr awi ngs, par al l el t o base of s l ope, and accor di ng t o manuf act ur er r ecommendat i ons. Pl ace second ber m i n t he same manner at t op of s l ope par al l el t o f i r s t ber m. When no l onger r equi r ed, ber m mat er i al may be l ef t t o decompose nat ur al l y , or di st r i but ed over an adj acent ar ea f or use as a soi l amendment or gr ound cover .
3. 3. 3 Synt het i c Bi nder s
Appl y synt het i c bi nder s heavi est at edges of ar eas and at cr est s of r i dges and banks t o pr event di spl acement . Appl y bi nder s t o t he r emai nder of t he ar ea evenl y or as r ecommended by t he manuf act ur er .
3. 3. 4 Seeding
When seedi ng i s r equi r ed pr i or t o i nst al l i ng mul ch on synt het i c gr i d syst ems ver i f y t hat seedi ng wi l l be compl et ed i n accor dance wi t h Sect i ons 31 00 00 EARTHWORK and 32 92 19 SEEDI NG.
3. 3. 5 Mul ch I nst al l at i on
I nst al l mul ch i n t he ar eas i ndi cat ed. Appl y mul ch evenl y at t he r at e of 2 Squar e per yar d.
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3. 3. 6 Mul ch Cont r ol Net t i ng
Net t i ng may be st apl ed over mul ch accor di ng t o manuf act ur er ' s recommendations.
3. 3. 7 Mechani cal Anchor
Mechani cal anchor must be a V- t ype- wheel l and packer ; a scal l oped- di sk l and packer desi gned t o f or ce mul ch i nt o t he soi l sur f ace; or ot her sui t abl e equipment.
3. 3. 8 Asphal t Adhesi ve Tacki f i er
Asphal t adhesi ve t acki f i er must be spr ayed at a r at e bet ween 10 t o 13 gal l ons/ 1000 squar e f eet . Do not compl et el y excl ude sunl i ght f r om penet r at i ng t o t he gr ound sur f ace.
3. 3. 9 Non- Asphal t i c Tacki f i er
Appl y hydr ophi l i c col l oi d at t he r at e r ecommended by t he manuf act ur er , usi ng hydr aul i c equi pment sui t abl e f or t hor oughl y mi xi ng wi t h wat er . Appl y a uni f or m mi xt ur e over t he ar ea.
3. 3. 10 Asphal t Adhesi ve Coat ed Mul ch
Hay or st r aw mul ch may be spr ead si mul t aneousl y wi t h asphal t adhesi ve appl i ed at a r at e bet ween 10 t o 13 gal l ons/ 1000 squar e f eet , usi ng power mul ch equi pment equi pped wi t h sui t abl e asphal t pump and nozzl e. Appl y t he adhesi ve- coat ed mul ch evenl y over t he sur f ace. Do not compl et el y excl ude sunl i ght f r om penet r at i ng t o t he gr ound sur f ace.
3. 3. 11 Wood Cel l ul ose Fi ber , Paper Fi ber , and Recycl ed Paper
Appl y wood cel l ul ose f i ber , paper f i ber , or r ecycl ed paper as par t of t he hydr aul i c mul ch oper at i on.
3. 3. 12 Hydr aul i c Mul ch Appl i cat i on
3. 3. 12. 1 Unseeded Ar ea
I nst al l hydr aul i c mul ch as i ndi cat ed and i n accor dance wi t h manuf act ur er ' s r ecommendat i ons. Mi x hydr aul i c mul ch wi t h wat er at t he r at e r ecommended by t he manuf act ur er f or t he ar ea t o be cover ed. Mi x i ng must be done i n equi pment manuf act ur ed speci f i cal l y f or hydr aul i c mul chi ng wor k, i ncl udi ng an agi t at or i n t he mi xi ng t ank t o keep t he mul ch evenl y di sbur sed.
3. 3. 12. 2 Seeded Ar ea
For dr i l l or br oadcast seeded ar eas, appl y hydr aul i c mul ch evenl y at t he r at e of 1 l b per squar e yar d. For hydr aul i c seeded ar eas, appl y mul ch at t he r at e of 2 l b per squar e yar d wi t h t he seed and f er t i l i zer , and at t he r at e of 1 l b per squar e yar d i n a second appl i cat i on of mul ch onl y.
3. 3. 13 Er osi on Cont r ol Bl anket s
a. I nst al l er osi on cont r ol bl anket s as i ndi cat ed and i n accor dance wi t h manuf act ur er ' s r ecommendat i ons. The ext ent of er osi on cont r ol bl anket s must be as i ndi cat ed.
SECTI ON 31 32 11 Page 20
b. Or i ent er osi on cont r ol bl anket s i n ver t i cal st r i ps and anchor ed wi t h st apl es, as i ndi cat ed. Abut adj acent st r i ps t o al l ow f or i nst al l at i on of a common r ow of st apl es. Over l ap hor i zont al j oi nt s bet ween er osi on cont r ol bl anket s suf f i c i ent l y t o accommodat e a common r ow of st apl es wi t h t he uphi l l end on t op.
c. Wher e exposed t o over l and sheet f l ow, l ocat e a t r ench at t he uphi l l t er mi nat i on. St apl e t he er osi on cont r ol bl anket t o t he bot t om of t he t r ench. Backf i l l and compact t he t r ench as r equi r ed.
d. Wher e t er mi nat i ng i n a channel cont ai ni ng an i nst al l ed bl anket , t he er osi on cont r ol bl anket must over l ap i nst al l ed bl anket suf f i c i ent l y t o accommodat e a common r ow of st apl es.
3. 3. 14 Synt het i c Sheet Syst em
Anchor synt het i c sheet syst ems i n accor dance wi t h t he manuf act ur er ' s r ecommendat i on. Pl ace syst ems on a wel l gr aded sur f ace and t hen backf i l l , a maxi mum seven days af t er pl acement , t o pr ot ect t he mat er i al f r om ul t r avi ol et r adi at i on. I ncl ude cont i guous per i met er t er mi nat i on t r enches as t he i nst al l at i on pr ogr esses.
3. 3. 14. 1 Sheet Syst em Reveget at i on
For ar eas not r equi r i ng r e- veget at i on, backf i l l openi ngs t o gr ade wi t h wel l graded f i l l mat er i al and sur f ace pr epar ed f or f i ni sh as i ndi cat ed on t he dr awi ngs. For ar eas r equi r i ng r e- veget at i on, backf i l l openi ngs usi ng wel l gr aded f i l l and t opsoi l as i ndi cat ed on t he dr awi ngs.
3. 3. 14. 2 Sheet Syst em Gr i ds
Each pai r of gr i ds must cover gr ade wi t hout gaps or open spaces bet ween t hem. Pr ovi de 100 per cent cover age of t he ar ea wi t h t he cel l s backf i l l ed.
3. 3. 14. 3 Sheet Syst em Seedi ng
I nst al l seed i n accor dance wi t h Sect i on 32 92 19 SEEDI NG.
3. 3. 14. 4 Gr i d Syst em Gr i ds
Anchor synt het i c gr i d syst ems i n accor dance wi t h t he manuf act ur er ' s r ecommendat i on. Pl ace i nt er l ocki ng gr i d syst ems on wel l gr aded sur f ace.
Compl et e t he backf i l l i ng of openi ngs a maxi mum 7 days af t er pl acement t o pr ot ect t he mat er i al f r om ul t r avi ol et r adi at i on. As t he i nst al l at i on pr ogr esses, backf i l l i ng must i ncl ude cont i guous per i met er t er mi nat i on trenches.
3. 3. 15 Grids
3. 3. 15. 1 Gr i d Syst em Reveget at i on
For ar eas not r equi r i ng r e- veget at i on, backf i l l openi ngs wi t h a mi ni mum 1/ 2 inch nomi nal s i ze cr ushed r ock, t o a mi ni mum 2 i nch dept h.
3. 3. 15. 2 Synt het i c Gr i ds
Each pai r of gr i ds must cover gr ade wi t hout gaps or open spaces bet ween t hem.
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