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Standard Best Management Practices ALDOT Standard Specifications and General Applications Special Provisions Contract specification requirements regarding environmental protection during construction may be found in the ALDOT Standard Specifications for Highway Construction or in the contract document in the form of a special provision. Special provisions may be General Application Special Provisions approved for general use and incorporation into the standard specifications in the future or as Project Specific Special Provisions created specifically for the project at hand. Please reference the following applicable ALDOT Standard Specifications sections.
Manage the Communication Stormwater Management Plan 108.04 Stormwater Meetings 108.04 Regulatory Permits 107.09 Regulatory Inspections 107.21 Manufactured BMP Component Submittals 108.04 Erosion and Sediment Control Plan 108.04 Qualified Credentialed Inspector (QCI) 108.04
Manage the Work Borrow and Waste Area Clearances 106.01 Inspections and Corrective Actions 107.21 Protection of Property 107.12, 107.21 Responsibility for Damage Claims 107.14 Spill Prevention Control and Counter Measures 107.21 Construction Debris (garbage) 107.21
Environmental Protection 107.13, 107.21, 107.22, 107.23, 521.04, 521.05, 521.06 Compliance and Progress 108.04 Limits of Exposure of Erodible Material 108.04 Continuous Prosecution of the Work 108.04, 108.12, 210.03 Default of Contract 108.12 Disposal of Materials 107.13, 107.22, 201.03, 206.04, 521.06 Disposal of Debris and Cleanup Site 205.03 Removal of Structures 205.03 Soil Erosion and Stormwater Management 108.04
Manage the Water Temporary Stream Crossing 107.14, 107.21 Temporary Water Diversion 107.21, 524.03 Temporary Work Bridges or Platforms 107.21 Water Quality Protection 107.21, 524.03 Temporary Pipe 665.02
Manage the Erosion Limits of Exposure of Erodible Material 108.04 Topsoil 650 Vegetation Establishment and Mowing 652, 860.01 Mulching 656, 860.03 Rolled Erosion Control Products 659, 860.11 Temporary Erosion Control BMPs 665, 810, 814, 860.01, 860.03, 860.11
Manage the Sediment Temporary Sediment Control BMPs 665, 810, 814
Manage the Turbidity Active and Passive Treatment Systems 672 Flocculants 672 Stormwater Sampling and Turbidity Monitoring 672
(THIS PAGE INTENTIONALLY LEFT BLANK.)
SECT
ION
106
CON
TRO
L O
F M
ATE
RIA
LS
106.
01 S
ourc
e of
Sup
ply
and
Qua
lity
Requ
irem
ents
.
(b
) CL
EARA
NCE
S AN
D A
CKN
OW
LED
GM
ENTS
FO
R TH
E U
SE O
F O
FFSI
TE A
REAS
.
1.
TYP
ES O
F RE
GU
LATO
RY C
LEAR
ANCE
S AN
D A
CKN
OW
LED
MEN
TS.
Th
e re
gula
tory
cl
eara
nces
an
d ac
know
ledg
emen
ts
show
n in
th
e fo
llow
ing
tabl
e ar
e re
quir
ed f
or m
ater
ial
pits
, w
aste
are
as,
haul
roa
ds,
mat
eria
l st
ockp
iles,
lon
g te
rm e
quip
men
t pa
rkin
g ar
eas
and
othe
r of
fsit
e ar
eas
sele
cted
by
the
Cont
ract
or t
o ut
ilize
in t
he c
onst
ruct
ion
of t
he p
roje
ct.
RE
GU
LATO
RY C
LEAR
ANCE
S AN
D A
CKN
OW
LED
GM
ENTS
FOR
THE
LON
G T
ERM
USE
OF
OFF
SITE
ARE
AS
1.Ap
plic
able
Con
stru
ctio
n St
orm
wat
er D
isch
arge
Per
mit
ting
fro
m t
he A
laba
ma
Dep
artm
ent
of E
nvir
onm
enta
l Man
agem
ent.
2.
His
tori
cal a
nd A
rche
olog
ical
cle
aran
ce f
rom
the
Ala
bam
a H
isto
rica
l Com
mis
sion
.
3.W
ritt
en a
ckno
wle
dgem
ent
from
the
U.S
. Fi
sh a
nd W
ildlif
e Se
rvic
e th
at t
here
w
ill b
e no
adv
erse
aff
ect
on e
ndan
gere
d an
d th
reat
ened
spe
cies
pro
tect
ed
unde
r th
e En
dang
ered
Spe
cies
Act
.
4.W
ritt
en a
ckno
wle
dgem
ent
from
a P
rofe
ssio
nal B
iolo
gist
tha
t w
etla
nds
will
not
be
adv
erse
ly a
ffec
ted.
2. S
UBM
ITTA
L O
F CO
PIES
OF
REG
ULA
TORY
CLE
ARAN
CES
AND
ACK
NO
WLE
DG
MEN
TS.
Th
e Co
ntra
ctor
sha
ll su
bmit
cop
ies
of c
lear
ance
s an
d ac
know
ledg
emen
ts a
s ve
rifi
cati
on
that
reg
ulat
ory
auth
orit
ies
are
awar
e of
the
off
site
act
ivit
y an
d th
at t
he a
ctiv
ity
will
not
adv
erse
ly
impa
ct n
atur
al r
esou
rces
.
Clea
ranc
es a
nd a
ckno
wle
dgem
ents
will
not
be
requ
ired
for
off
site
are
as u
sed
for
shor
t te
rm p
arki
ng,
stag
ing
or m
ater
ial s
tock
pilin
g w
here
the
act
ivit
y do
es n
ot r
equi
re c
lear
ing
or g
radi
ng.
(c
) O
PERA
TIO
N O
F O
FFSI
TE P
ITS
AND
WAS
TE A
REAS
.
Th
e op
erat
ions
of
any
mat
eria
l pi
t or
was
te a
rea
shal
l be
so
cond
ucte
d th
at i
t w
ill b
lend
int
o th
e su
rrou
ndin
g la
ndsc
ape.
Pit
sit
es a
nd w
aste
are
as s
hall
be d
ress
ed t
o ob
liter
ate
any
unsi
ghtl
y ap
pear
ance
and
tre
ated
in
such
a m
anne
r th
at e
rosi
on w
ill n
ot o
ccur
and
res
ult
in t
he p
ollu
tion
of
the
wat
ersh
ed a
rea.
In
gene
ral,
sou
rces
will
not
be
perm
itte
d at
loc
atio
ns w
here
res
ulti
ng s
cars
are
vis
ible
fr
om a
ny h
ighw
ay.
How
ever
, w
hen
appr
oved
, ad
equa
te s
pace
for
con
serv
atio
n of
exi
stin
g na
tura
l sc
reen
ings
or
to p
erm
it t
he i
nsta
llati
on o
f sc
reen
pla
ntin
g be
twee
n th
e ro
ad s
urfa
ce a
nd t
he d
istu
rbed
ar
ea s
hall
be p
rovi
ded.
Th
e Co
ntra
ctor
sha
ll ac
cept
ful
l re
spon
sibi
lity
for
the
qual
ity
of t
he m
ater
ials
use
d. T
he
Cont
ract
or s
hall
mak
e al
l ne
cess
ary
arra
ngem
ents
wit
h th
e ow
ners
of
the
mat
eria
ls;
pay
the
purc
hase
pr
ice
or r
oyal
ty d
irec
tly
to t
he o
wne
rs a
nd b
ear
all
the
expe
nse
of p
rocu
ring
and
del
iver
ing
the
mat
eria
ls c
ompl
ete
in p
lace
, in
clud
ing
cost
of
ingr
ess
and
egre
ss,
and
incl
udin
g th
e co
st o
f op
enin
g,
deve
lopi
ng,
and
oper
atin
g su
ch s
ourc
es.
If t
he C
ontr
acto
r su
bmit
s a
wri
tten
req
uest
to
the
Dep
artm
ent
aski
ng t
hat
the
Dep
artm
ent
run
sam
ples
or
anal
yses
on
the
mat
eria
ls,
the
Dep
artm
ent
may
, at
its
opt
ion,
run
suc
h sa
mpl
es o
r an
alys
es,
but
a ch
arge
will
be
mad
e fo
r th
e te
sts
and
the
cost
ded
ucte
d fr
om t
he n
ext
mon
thly
es
tim
ate
due
the
Cont
ract
or.
Whe
re a
cces
s to
a m
ater
ial
sour
ce o
r w
aste
are
a re
quir
es r
emov
al o
f fe
ncin
g, t
he r
emov
al
and
repl
acem
ent
of
fenc
e,
toge
ther
w
ith
the
prot
ecti
on o
f an
y liv
esto
ck
affe
cted
, sh
all
be
the
resp
onsi
bilit
y of
the
Con
trac
tor
wit
hout
dir
ect
com
pens
atio
n.
Use
of
exis
ting
pub
lic r
oads
for
hau
ling
mat
eria
ls t
o be
use
d in
the
wor
k sh
all
be g
over
ned
by
Arti
cle
104.
07.
SECT
ION
107
LEG
AL
RELA
TIO
NS
AN
D R
ESPO
NSI
BILI
TY T
O P
UBL
IC
107.
09 C
onst
ruct
ion
Ove
r or
Adj
acen
t to
Wat
ers
of t
he U
nite
d St
ates
.
(a)
GEN
ERAL
.
Se
ctio
n 40
4 of
the
Fed
eral
Wat
er P
ollu
tion
Con
trol
Act
of
1972
set
s fo
rth
cert
ain
rest
rict
ions
an
d re
quir
emen
ts
for
mat
eria
ls
plac
ed
in
wat
ers
of
the
Uni
ted
Stat
es
that
ar
e ap
plic
able
to
co
nstr
ucti
on o
ver
or a
djac
ent
to w
ater
s of
the
Uni
ted
Stat
es.
The
Dep
artm
ent
will
obt
ain
any
spec
ial
perm
its
nece
ssar
y fo
r th
e co
nstr
ucti
on o
f th
e pr
ojec
t w
ithi
n th
e sc
ope
of t
he d
esig
n de
tails
of
the
cont
ract
pla
ns a
nd t
he s
peci
fica
tion
s fo
r th
e pr
ojec
t. G
ener
ally
, co
mpl
ianc
e w
ith
the
abov
e la
w c
an b
e ac
com
plis
hed
by f
ollo
win
g th
e pl
an d
etai
ls a
long
wit
h ad
heri
ng t
o th
e Sp
ecif
icat
ion
requ
irem
ents
of
Arti
cles
107
.13,
107
.20,
107
.21,
107
.22,
107
.23,
and
Sec
tion
665
, ut
ilizi
ng t
he m
etho
ds o
utlin
ed i
n Se
ctio
n 66
5.
The
Cont
ract
or w
ill b
e re
quir
ed t
o op
erat
e w
ithi
n th
e lim
its
of a
ny s
peci
al p
erm
it i
ssue
d fo
r th
e co
nstr
ucti
on w
ork
on a
pro
ject
.
At
tent
ion
is d
irec
ted
to t
he f
act
that
con
stru
ctio
n m
etho
ds o
r w
ork
in t
he f
lood
pla
in a
rea
vary
ing
from
pla
n de
tails
, sp
ecif
icat
ions
and
per
mit
pro
pose
d st
rict
ly f
or t
he c
onve
nien
ce o
f th
e Co
ntra
ctor
will
req
uire
add
itio
nal
perm
it c
lear
ance
. An
y ad
diti
onal
cle
aran
ce,
perm
it,
etc.
nec
essa
ry
to c
ompl
y w
ith
the
abov
e no
ted
law
s sh
all
be t
he s
ole
resp
onsi
bilit
y of
the
Con
trac
tor
and
clea
ranc
e fo
r su
ch w
ork
mus
t be
in t
he E
ngin
eer's
han
ds b
efor
e he
will
allo
w s
uch
wor
k to
pro
ceed
.
(b
) W
ORK
OVE
R N
AVIG
ABLE
WAT
ERS.
In
add
itio
n to
the
pro
visi
ons
of S
ubar
ticl
e (a
) ab
ove,
all
wor
k ov
er o
r on
nav
igab
le w
ater
s sh
all
be s
o co
nduc
ted
that
fre
e na
viga
tion
of
wat
erw
ays
will
not
be
inte
rfer
ed w
ith
and
that
the
ex
isti
ng n
avig
able
dep
ths
will
not
be
impa
ired
exc
ept
as a
llow
ed b
y pe
rmit
iss
ued
by t
he U
.S.
Coas
t G
uard
and
/or
U.S
. Ar
my
Corp
s of
Eng
inee
rs,
as a
pplic
able
. Th
e D
epar
tmen
t w
ill o
btai
n th
e ne
cess
ary
perm
it f
or t
he c
onst
ruct
ion
of t
he p
roje
ct w
ithi
n th
e sc
ope
of t
he d
esig
n de
tails
sho
wn
by t
he p
lans
, an
y sp
ecia
l co
ndit
ions
will
be
note
d on
the
pla
ns o
r in
clud
ed i
n th
e co
ntra
ct d
ocum
ents
. Sh
ould
the
Co
ntra
ctor
, fo
r hi
s co
nven
ienc
e, w
ish
to u
se c
onst
ruct
ion
met
hods
or
perf
orm
wor
k ou
tsid
e of
the
sc
ope
of t
he p
erm
it o
btai
ned
by t
he D
epar
tmen
t, h
e sh
all
be s
olel
y re
spon
sibl
e fo
r ob
tain
ing
any
addi
tion
al w
ork
perm
it f
rom
the
app
ropr
iate
aut
hori
ty.
(c
) SP
ECIA
L CO
ND
ITIO
NS
Shou
ld t
he r
equi
red
wor
k be
per
mit
ted
unde
r a
US
Arm
y Co
rps
of E
ngin
eers
“N
atio
nwid
e Pe
rmit
” or
“In
divi
dual
Per
mit
”, t
he C
ontr
acto
r sh
all
abid
e by
all
the
appl
icab
le r
equi
rem
ents
for
eac
h ty
pe o
f pe
rmit
. B
oth
type
s of
per
mit
s ar
e su
bjec
t to
the
gen
eral
req
uire
men
ts g
iven
in 3
3 CF
R Pa
rt 3
30
“Nat
ionw
ide
Perm
it P
rogr
am”.
A
copy
of
th
e pe
rmit
an
d it
s re
quir
emen
ts
will
be
in
clud
ed
in
the
Cons
truc
tion
Be
st
Man
agem
ent
Prac
tice
s Pl
an (
CBM
PP)
and
mad
e av
aila
ble
for
revi
ew d
urin
g th
e pr
ojec
t ad
vert
isin
g pe
riod
. A
cop
y m
ay b
e ob
tain
ed f
rom
the
ALD
OT
Off
ice
Engi
neer
, an
d th
e su
cces
sful
bid
der
will
be
give
n a
copy
.
107.
12 P
rote
ctio
n an
d Re
stor
atio
n of
Pro
pert
y, L
ands
cape
and
Uti
lity
Faci
litie
s.
(a
) PR
OPE
RTY
AND
LAN
DSC
APE.
Th
e Co
ntra
ctor
sha
ll no
t en
ter
upon
pri
vate
pro
pert
y fo
r an
y pu
rpos
e w
itho
ut p
erm
issi
on f
irst
be
ing
obta
ined
fro
m t
he o
wne
rs a
nd l
esse
es.
The
Cont
ract
or s
hall
be r
espo
nsib
le f
or p
rese
rvat
ion
of a
ll pu
blic
and
pri
vate
pro
pert
y, u
tilit
ies,
mon
umen
ts,
high
way
sig
ns,
etc.
on
or a
djac
ent
to t
he h
ighw
ay.
He
shal
l no
t re
mov
e, i
njur
e, o
r de
stro
y w
itho
ut p
rope
r au
thor
ity
tree
s or
pla
nts
that
are
sho
wn
on t
he
plan
s or
ord
ered
by
the
Engi
neer
to
rem
ain
on o
r ad
jace
nt t
o th
e ri
ght
of w
ay.
The
Cont
ract
or s
hall
prot
ect
from
dis
turb
ance
all
land
mar
kers
unt
il an
aut
hori
zed
agen
t ha
s w
itne
ssed
or
refe
renc
ed t
he
loca
tion
s an
d sh
all
not
mov
e th
em u
ntil
dire
cted
. Th
e Co
ntra
ctor
sha
ll no
tify
the
Eng
inee
r im
med
iate
ly
upon
dis
cove
ry o
f ar
tifa
cts
or o
ther
art
icle
s of
pos
sibl
e ar
cheo
logi
cal
valu
e re
veal
ed b
y hi
s op
erat
ions
, an
d sh
all
care
fully
pre
serv
e th
em a
nd p
reve
nt d
istu
rban
ce o
f th
e si
te u
ntil
the
Engi
neer
has
had
op
port
unit
y to
arr
ange
app
ropr
iate
dis
posa
l. H
ighw
ay s
igns
and
mar
kers
sha
ll be
car
eful
ly r
emov
ed a
s th
e gr
adin
g op
erat
ions
pro
gres
s an
d st
ored
in a
man
ner
to k
eep
them
cle
an a
nd d
ry.
Whe
n th
e w
ork
affe
cts
the
foun
dati
on s
uppo
rt o
f an
y bu
ildin
g al
ong
the
wor
k, t
he C
ontr
acto
r sh
all
give
pro
pert
y ow
ners
and
les
sees
dir
ect
and
suff
icie
nt n
otic
e to
sup
port
suc
h bu
ildin
gs.
The
Cont
ract
or a
nd h
is s
uret
y sh
all
hold
the
Sta
te,
the
Coun
ty,
the
Mun
icip
alit
y, t
he D
irec
tor,
and
the
En
gine
er h
arm
less
fro
m a
ny d
amag
e re
sult
ing
from
und
ercu
ttin
g an
y su
ch b
uild
ings
.
Th
e Co
ntra
ctor
sha
ll be
sol
ely
and
excl
usiv
ely
resp
onsi
ble
for
any
and
all
rest
orat
ion,
rep
air
or r
epla
cem
ent
of p
ublic
and
pri
vate
pro
pert
y du
e to
, ca
used
by,
or
as a
res
ult
of a
ny a
ct,
omis
sion
, ne
glig
ence
or
mis
cond
uct
of t
he C
ontr
acto
r. T
he C
ontr
acto
r sh
all
prov
ide
an a
ppro
pria
te r
emed
y as
ap
prov
ed b
y th
e En
gine
er.
Failu
re o
n th
e pa
rt o
f th
e Co
ntra
ctor
to
sati
sfy
the
requ
irem
ents
giv
en in
thi
s Su
bart
icle
, sh
all
resu
lt in
the
Eng
inee
r af
fect
ing
an a
ppro
pria
te r
emed
y at
the
Con
trac
tor’
s ex
pens
e.
(b
) U
TILI
TIES
.
1.
W
here
the
Con
trac
tor's
ope
rati
ons
are
adja
cent
to
utili
ties
or
othe
r pr
oper
ty,
dam
age
to
whi
ch m
ight
res
ult
in e
xpen
se,
loss
, or
inc
onve
nien
ce,
wor
k sh
all
not
be b
egun
unt
il al
l ar
rang
emen
ts
nece
ssar
y fo
r pr
oper
ty p
rote
ctio
n ha
s be
en m
ade.
The
Cont
ract
or s
hall
be r
espo
nsib
le t
o th
e ow
ners
and
ope
rato
rs o
f su
ch p
rope
rty
for
any
dam
age,
los
s, o
r in
conv
enie
nce.
He
and
his
sure
ty s
hall
defe
nd a
ny s
uits
, ac
tion
s, o
r cl
aim
s of
any
ch
arac
ter
brou
ght
due
to i
njur
ies
or d
amag
es r
esul
ting
fro
m p
erfo
rman
ce o
f th
e w
ork
unde
r th
is
cont
ract
. If
req
uire
d by
the
Dir
ecto
r, h
e sh
all
furn
ish
a ce
rtif
icat
e of
his
pub
lic l
iabi
lity
and
prop
erty
da
mag
e in
sura
nce
to e
ach
utili
ty c
ompa
ny o
r in
divi
dual
ow
ning
or
oper
atin
g an
y of
the
pro
pert
ies
affe
cted
in t
he g
uara
ntee
of
this
res
pons
ibili
ty.
2.
The
Cont
ract
or s
hall
coop
erat
e w
ith
the
owne
rs o
f an
y ut
iliti
es i
n th
eir
rem
oval
and
re
arra
ngem
ent
oper
atio
ns s
o th
at t
he u
tilit
y co
mpa
nies
may
con
duct
the
ir o
pera
tion
s in
a r
easo
nabl
e m
anne
r w
ith
a m
inim
um o
f du
plic
atio
n of
the
wor
k an
d in
terr
upti
on o
f se
rvic
es.
The
Cont
ract
or w
ill b
e fu
rnis
hed
by t
he D
epar
tmen
t in
form
atio
n th
at i
s re
ason
ably
ava
ilabl
e in
reg
ard
to e
xist
ing
or p
ropo
sed
new
uti
litie
s, b
ut t
he a
ccur
acy
of s
uch
info
rmat
ion
is n
ot g
uara
ntee
d by
the
Dep
artm
ent.
It s
hall
be t
he
Cont
ract
or's
resp
onsi
bilit
y to
sec
ure
info
rmat
ion
nece
ssar
y fo
r pr
oper
han
dlin
g an
d co
ordi
nati
on o
f ut
ility
wor
k. H
e sh
all
give
at
leas
t 48
hou
rs w
ritt
en n
otic
e to
ow
ners
or
oper
ator
s of
all
prop
erti
es t
hat
may
be
affe
cted
by
his
oper
atio
ns b
efor
e be
ginn
ing
such
ope
rati
ons.
He
shal
l no
t hi
nder
or
inte
rfer
e w
ith
utili
ties
in
prot
ecti
on o
r op
erat
ions
of
the
prop
erti
es.
Whe
n su
ch p
rope
rtie
s ar
e en
dang
ered
, th
e Co
ntra
ctor
at
his
own
expe
nse
shal
l m
aint
ain
flag
men
or
wat
chm
en a
nd o
ther
nec
essa
ry p
reca
utio
ns t
o av
oid
inte
rrup
tion
of
serv
ice
or d
ange
r to
lif
e or
pro
pert
y. H
e sh
all
prom
ptly
rep
lace
, re
stor
e, o
r m
ake
good
in a
n ac
cept
able
man
ner
any
inju
ry o
r da
mag
e ca
used
by
his
oper
atio
ns.
3.
In e
vent
of
inte
rrup
tion
to
wat
er o
r ut
ility
ser
vice
s as
a r
esul
t of
the
Con
trac
tor's
op
erat
ions
, he
sha
ll no
tify
pro
mpt
ly t
he p
rope
r au
thor
ity
and
coop
erat
e w
ith
the
said
aut
hori
ty i
n re
stor
atio
n of
ser
vice
as
prom
ptly
as
poss
ible
.
107.
13 W
oodl
and
Prot
ecti
on,
Cons
erva
tion
, A
bate
men
t of
Wat
er P
ollu
tion
and
Qua
rant
ine
Regu
lati
ons.
The
Cont
ract
or
shal
l co
mpl
y w
ith
all
regu
lati
ons
of
the
Stat
e Fi
re
Mar
shal
, Co
nser
vati
on
Dep
artm
ent,
For
estr
y D
epar
tmen
t, o
r re
gula
tory
bod
y go
vern
ing
the
prot
ecti
on o
f fo
rest
s an
d ot
her
cons
erva
tion
are
as,
and
the
carr
ying
out
of
wor
k w
ithi
n su
ch a
reas
, an
d sh
all
obse
rve
all
law
s an
d re
gula
tion
s w
ith
resp
ect
to t
he p
erfo
rman
ce o
f w
ork
in s
uch
area
s. H
e sh
all
keep
the
are
as i
n an
or
derl
y co
ndit
ion,
dis
pose
of
all
refu
se,
obta
in p
erm
its
for
the
cons
truc
tion
and
mai
nten
ance
of
all
cons
truc
tion
ca
mps
, st
ores
, w
areh
ouse
s,
resi
denc
es,
sani
tary
fa
cilit
ies,
an
d ot
her
stru
ctur
es
in
acco
rdan
ce w
ith
the
requ
irem
ents
of
the
Fore
st o
r Co
nser
vati
on s
uper
viso
r.
It
sha
ll be
the
Con
trac
tor's
res
pons
ibili
ty t
o co
ntac
t th
e lo
cal
repr
esen
tati
ves
of t
he A
laba
ma
Dep
artm
ent
of A
gric
ultu
re a
nd I
ndus
trie
s, a
nd t
he U
.S.
Dep
artm
ent
of A
gric
ultu
re i
n or
der
to a
dvis
e hi
mse
lf,
his
agen
ts,
and
his
empl
oyee
s re
gard
ing
quar
anti
ned
area
s an
d qu
aran
tine
re
stri
ctio
ns
affe
ctin
g hi
s or
gani
zati
on w
hile
ope
rati
ng w
ithi
n, f
rom
or
thro
ugh
such
are
as.
Spec
ial
atte
ntio
n is
di
rect
ed t
o so
il an
d/or
mac
hine
ry t
reat
men
t w
hich
may
be
requ
ired
whe
n op
erat
ing
in,
from
or
thro
ugh
quar
anti
ned
area
s. A
lis
t of
age
nts
of t
hese
tw
o D
epar
tmen
ts w
ill b
e fu
rnis
hed
the
Cont
ract
or
upon
req
uest
pri
or t
o be
ginn
ing
of h
is c
onst
ruct
ion
or m
aint
enan
ce o
pera
tion
s. T
he S
tate
will
not
be
liabl
e fo
r an
y ad
diti
onal
com
pens
atio
n fo
r ex
tra
cost
s ar
isin
g fr
om q
uara
ntin
e re
stri
ctio
ns o
r pe
nalt
ies.
Th
e Co
ntra
ctor
's at
tent
ion
is d
irec
ted
to t
he r
equi
rem
ents
for
sto
rmw
ater
man
agem
ent
as
note
d in
Art
icle
107
.21
alon
g w
ith
the
taki
ng o
f al
l rea
sona
ble
prec
auti
ons
to p
reve
nt a
nd s
uppr
ess
fire
s an
d ot
her
detr
imen
tal
item
s w
hich
may
be
caus
ed b
y co
nstr
ucti
on o
pera
tion
s. T
his
incl
udes
pro
tect
ing
stre
ams,
lak
es a
nd r
eser
voir
s fr
om c
onta
min
atio
n by
silt
atio
n or
oth
er h
arm
ful
mat
eria
ls,
and
the
use
of
cons
erva
tion
pr
acti
ces
of
the
Cons
erva
tion
Se
rvic
es
by
the
Cont
ract
or,
his
empl
oyee
s an
d su
bcon
trac
tors
dur
ing
the
wor
k, w
hich
will
incl
ude
but
are
not
limit
ed t
o th
e fo
llow
ing:
(a)
Dili
gent
ly u
nder
take
pre
caut
ions
for
the
pre
vent
ion
of a
nd f
or s
uppr
essi
ve a
ctio
n in
the
eve
nt
of f
ire
resu
ltin
g fr
om h
ighw
ay c
onst
ruct
ion.
Thi
s w
ill r
equi
re t
he C
ontr
acto
r to
-
1.
Com
ply
wit
h al
l St
ate
law
s, r
ules
and
reg
ulat
ions
for
pre
vent
ion
and
supp
ress
ive
acti
on
for
fore
st f
ires
.
2.
Pr
epar
e an
d su
bmit
to
the
Dep
artm
ent
a fi
re p
reve
ntio
n an
d co
ntro
l pl
an.
The
fire
pr
even
tion
and
con
trol
pla
n m
ust
be o
n fi
le a
nd i
n ef
fect
bef
ore
wor
k on
the
ite
m o
f Cl
eari
ng a
nd
Gru
bbin
g w
ill b
e pe
rmit
ted.
3.
Co
mpl
y w
ith
the
fire
pla
n no
ted
in I
tem
2 a
bove
. W
hen
a bu
rn p
erm
it i
s re
quir
ed,
the
perm
it n
umbe
r sh
all b
e pr
ovid
ed t
o th
e En
gine
er p
rior
to
perf
orm
ing
the
burn
ing
oper
atio
n.
(b
) U
nmer
chan
tabl
e m
ater
ial
incl
udin
g to
ps,
bran
ches
, et
c.,
may
be
disp
osed
of
by p
iling
and
bu
rnin
g as
di
rect
ed.
Alte
rnat
e m
etho
ds
of
disp
osal
, in
clud
ing
any
of
the
follo
win
g m
etho
ds
or
com
bina
tion
s of
met
hods
(lo
p an
d sc
atte
r, c
hip,
bro
adca
st,
burn
, re
mov
e, p
ile o
nly)
mus
t be
app
rove
d in
adv
ance
by
the
Engi
neer
.
(c)
Prot
ect
and
pres
erve
the
soi
l an
d ve
geta
tive
cov
er a
nd s
ceni
c an
d ae
sthe
tic
valu
es o
n th
e ri
ght
of w
ay a
nd o
n ad
jace
nt l
ands
so
far
as p
ract
ical
and
con
sist
ent
wit
h th
e co
nstr
ucti
on,
oper
atio
n an
d m
aint
enan
ce o
f th
e hi
ghw
ay.
An a
llow
able
dis
turb
ance
of
soil
and
vege
tati
on c
over
out
side
the
co
nstr
ucti
on l
imit
s m
ay b
e sh
own
on t
he p
lans
. Th
e Co
ntra
ctor
's pr
opos
ed d
istu
rban
ce o
f so
il an
d ve
geta
tion
cov
er o
utsi
de o
f th
e co
nstr
ucti
on l
imit
s w
ill o
nly
be a
llow
ed u
pon
wri
tten
app
rova
l of
the
En
gine
er.
(d
) Th
e Co
ntra
ctor
sha
ll be
res
pons
ible
for
the
pre
vent
ion
and
cont
rol
of s
oil
eros
ion
and
gully
ing
wit
hin
the
righ
t of
way
cov
ered
by
the
proj
ect
and
the
land
s im
med
iate
ly a
djac
ent
ther
eto
as a
res
ult
of t
he r
oad
cons
truc
tion
, an
d sh
all
reve
geta
te w
ith
gras
s, o
r ot
her
herb
aceo
us p
lant
s, g
roun
d w
here
th
e so
il ha
s be
en e
xpos
ed.
Slop
es i
n ch
anne
l ch
ange
s on
all
bran
ches
and
cre
eks
shal
l be
see
ded
and
fert
ilize
d ab
ove
the
wat
er l
ine
and
in n
o ca
se w
ill t
he t
oe o
f fi
ll sl
opes
be
allo
wed
to
fall
wit
hin
stre
am
or c
reek
cha
nnel
s un
less
ade
quat
e sl
ope
prot
ecti
on i
s pl
aced
in
acco
rdan
ce w
ith
plan
det
ails
or
as
dire
cted
by
the
Engi
neer
. Al
l so
il le
ft w
ithi
n th
e ri
ght
of w
ay s
hall
be l
evel
ed o
ff a
nd/o
r dr
esse
d ou
t an
d se
eded
or
spri
gged
in
a m
anne
r th
at w
ill p
erm
it h
ealin
g of
gro
und
surf
ace
and
pres
ent
a pl
easa
nt
appe
aran
ce.
(e
) Co
nstr
ucti
on o
pera
tion
s sh
all
be p
lann
ed a
nd c
ondu
cted
in
such
a m
anne
r so
as
to p
reve
nt
whe
n ne
cess
ary
and
othe
rwis
e m
inim
ize
pollu
tion
of
stre
ams,
lak
es a
nd r
eser
voir
s w
ith
sedi
men
t or
ot
her
harm
ful m
ater
ial u
sed
in t
he c
onst
ruct
ion
of t
he p
roje
ct.
(f
) W
aste
, lo
ose
soil
or o
ther
mat
eria
ls r
emov
ed f
rom
the
roa
dway
or
chan
nel
chan
ges
shal
l no
t be
dep
osit
ed in
liv
e st
ream
s. D
epos
itin
g m
ater
ial
into
the
str
eam
s or
str
eam
cha
nnel
whe
re it
wou
ld b
e w
ashe
d aw
ay b
y hi
gh s
trea
m f
low
s w
ill n
ot b
e pe
rmit
ted.
Sur
plus
mat
eria
l m
ay b
e de
posi
ted
only
in
disp
osal
are
as a
ppro
ved
by t
he E
ngin
eer.
Dis
posa
l ar
eas
outs
ide
of t
he p
roje
ct r
ight
of
way
mus
t be
op
erat
ed s
o as
to
blen
d in
to t
he s
urro
undi
ng a
rea
utili
zing
an
eros
ion
cont
rol
plan
, et
c. a
s pr
escr
ibed
fo
r th
e us
e of
off
site
are
as i
n Ar
ticl
e 10
6.01
wit
h an
y co
st t
here
of c
onsi
dere
d in
cide
ntal
to
the
use
of
the
disp
osal
are
a. D
ispo
sal
area
s w
ithi
n th
e pr
ojec
t ri
ght
of w
ay s
hall
be d
ress
ed a
nd t
reat
ed a
s di
rect
ed u
sing
ero
sion
con
trol
item
s pr
ovid
ed in
the
con
trac
t fo
r pa
ymen
t of
dir
ecte
d w
ork.
(g)
The
haul
ing
of m
ater
ials
, in
clud
ing
logs
, br
ush,
and
deb
ris
by f
ordi
ng l
ive
stre
ams
will
not
be
perm
itte
d. T
empo
rary
bri
dges
or
othe
r st
ruct
ures
mus
t be
pro
vide
d fo
r th
is p
urpo
se.
(h
) O
pera
tion
s of
mec
hani
zed
equi
pmen
t in
live
str
eam
s or
str
eam
cha
nnel
s w
ill n
ot b
e pe
rmit
ted
exce
pt i
n ar
eas
whe
re c
hann
el c
hang
es,
reta
inin
g w
alls
, te
mpo
rary
or
perm
anen
t br
idge
s or
oth
er s
uch
wor
k is
req
uire
d by
the
pla
ns,
or d
irec
ted.
(i)
Fuel
s, o
ils,
bitu
men
or
othe
r gr
easy
or
chem
ical
sub
stan
ces
orig
inat
ing
from
con
stru
ctio
n op
erat
ions
sha
ll no
t be
allo
wed
to
ente
r or
be
plac
ed w
here
the
y m
ay e
nter
a li
ve s
team
.
(j)
The
outl
et e
nds
of a
ll ch
anne
l ch
ange
s sh
all
be s
o la
id o
ut a
nd a
ligne
d as
to
prov
ide
dire
ct
flow
into
old
str
eam
bed
s w
itho
ut a
n ab
rupt
dir
ecti
on c
hang
e.
(k
) Th
e op
erat
ions
for
any
mat
eria
l pi
t lo
cate
d w
ithi
n si
ght
of t
he p
roje
ct r
ight
of
way
or
any
othe
r St
ate
or F
eder
al h
ighw
ay s
hall
be c
ondu
cted
in a
ccor
danc
e w
ith
the
requ
irem
ents
giv
en in
Art
icle
10
6.01
, al
low
ing
adeq
uate
sp
ace
for
cons
erva
tion
of
ex
isti
ng
natu
ral
scre
enin
gs
or
perm
it
the
inst
alla
tion
of
scre
en p
lant
ing
betw
een
the
road
sur
face
and
the
dis
turb
ed a
rea.
Pit
sit
es s
hall
be
dres
sed
to o
blit
erat
e an
y un
sigh
tly
appe
aran
ce a
nd t
reat
ed in
suc
h a
man
ner
that
ero
sion
of
the
pit
will
no
t oc
cur
and
resu
lt in
the
pol
luti
on o
f th
e w
ater
she
d ar
ea.
107.
14 R
espo
nsib
ility
for
Dam
age
Clai
ms.
(a)
GEN
ERAL
.
Th
e Co
ntra
ctor
sha
ll in
dem
nify
and
sav
e ha
rmle
ss t
he S
tate
, th
e D
epar
tmen
t, t
he C
ount
y, t
he
Mun
icip
alit
y, t
he o
ffic
ers
and
empl
oyee
s fr
om a
ll su
its,
act
ions
, or
cla
ims
of a
ny c
hara
cter
bro
ught
be
caus
e of
any
inj
urie
s or
dam
ages
rec
eive
d or
sus
tain
ed b
y an
y pe
rson
, pe
rson
s, o
r pr
oper
ty d
ue t
o th
e op
erat
ions
of
the
Cont
ract
or;
or b
ecau
se o
f or
in
cons
eque
nce
of a
ny n
egle
ct i
n sa
fegu
ardi
ng t
he
wor
k; o
r th
roug
h us
e of
una
ccep
tabl
e m
ater
ials
in
cons
truc
ting
the
wor
k; o
r be
caus
e of
any
act
or
omis
sion
, ne
glec
t, o
r m
isco
nduc
t of
the
Con
trac
tor;
or
beca
use
of a
ny c
laim
s or
am
ount
s ar
isin
g or
re
cove
red
unde
r th
e "W
orkm
en's
Com
pens
atio
n Ac
t" o
r an
y ot
her
law
, or
dina
nce,
ord
er,
or d
ecre
e; a
nd
so m
uch
of t
he m
oney
due
the
Con
trac
tor
unde
r an
d by
vir
tue
of h
is c
ontr
act
as m
ay b
e co
nsid
ered
ne
cess
ary
by t
he D
epar
tmen
t fo
r su
ch p
urpo
se,
may
be
reta
ined
for
the
use
of
the
Stat
e; o
r, in
cas
e no
m
oney
is d
ue,
his
sure
ty w
ill b
e he
ld l
iabl
e un
til s
uch
suit
or
suit
s, a
ctio
n or
act
ions
, cl
aim
or
clai
ms
for
inju
ries
or
dam
ages
as
afor
esai
d sh
all
have
bee
n se
ttle
d an
d su
itab
le e
vide
nce
to t
hat
effe
ct f
urni
shed
to
the
Dep
artm
ent;
exc
ept
that
mon
ey d
ue t
he C
ontr
acto
r w
ill n
ot b
e w
ithh
eld
whe
n th
e Co
ntra
ctor
pr
oduc
es s
atis
fact
ory
evid
ence
tha
t he
is
adeq
uate
ly p
rote
cted
by
publ
ic l
iabi
lity
and
prop
erty
dam
age
insu
ranc
e.
The
Stat
e w
ill n
ot b
e lia
ble
to t
he C
ontr
acto
r fo
r da
mag
e or
del
ays
resu
ltin
g fr
om w
ork
by
thir
d pa
rtie
s or
by
inju
ncti
ons
or o
ther
res
trai
ning
ord
ers
obta
ined
by
thir
d pa
rtie
s ex
cept
as
note
d in
Su
bart
icle
108
.07(
b).
(b
) TE
MPO
RARY
STR
EAM
CRO
SSIN
GS.
W
hen
the
Cont
ract
or i
s re
quir
ed t
o co
nstr
uct
tem
pora
ry s
trea
m c
ross
ings
, th
e re
spon
sibi
lity
of t
he C
ontr
acto
r as
abo
ve s
et f
orth
sha
ll ex
tend
to
and
incl
ude
such
str
uctu
res
toge
ther
wit
h th
eir
appr
oach
es.
(c
) RE
PORT
ING
ACC
IDEN
TS.
The
Cont
ract
or s
hall
subm
it a
ver
bal
repo
rt t
o th
e En
gine
er n
o la
ter
than
the
nex
t w
orki
ng
day
afte
r th
eir
occu
rren
ce
all
acci
dent
s oc
curr
ing
on
the
wor
k w
hich
inv
olve
th
e pu
blic
or
th
e Co
ntra
ctor
's fo
rces
. Ac
cide
nts
invo
lvin
g fa
talit
ies
shal
l be
ver
bally
rep
orte
d w
ithi
n ei
ght
hour
s. T
he
Cont
ract
or s
hall
follo
w t
his
verb
al r
epor
t w
ith
a w
ritt
en r
epor
t w
ithi
n te
n ca
lend
ar d
ays
afte
r th
e ac
cide
nt.
The
repo
rt s
hall
cont
ain
com
plet
e in
form
atio
n on
the
acc
iden
t in
clud
ing
nam
es,
addr
esse
s of
pe
rson
s in
volv
ed,
and
nam
es a
nd a
ddre
sses
of
wit
ness
es.
107.
21 S
torm
wat
er M
anag
emen
t.
(a
) PR
OTE
CTIO
N O
F PR
OJE
CT S
ITE
AND
AD
JACE
NT
PRO
PERT
Y.
The
Cont
ract
or
shal
l pe
rfor
m
the
wor
k w
hile
pr
otec
ting
th
e pr
ojec
t si
te
and
adja
cent
pr
oper
ty f
rom
con
tam
inat
ed s
torm
wat
er r
unof
f. T
he r
equi
rem
ents
giv
en i
n Se
ctio
n 66
5 sh
all
appl
y to
al
l w
ork
rega
rdle
ss o
f w
heth
er o
r no
t an
y of
the
pay
ite
ms
of S
ecti
on 6
65 a
re i
nclu
ded
in t
he c
ontr
act.
W
hen
a pa
y it
em i
s no
t in
the
con
trac
t fo
r an
ite
m o
f te
mpo
rary
ero
sion
con
trol
, an
d th
e w
ork
is
deem
ed n
eces
sary
by
the
Engi
neer
, th
e w
ork
will
be
paid
for
as
Extr
a W
ork.
It
is t
he c
ontr
acto
r’s
resp
onsi
bilit
y to
min
imiz
e th
e in
trod
ucti
on o
f an
d fa
cilit
ate
the
rem
oval
of
sedi
men
t, n
utri
ents
, an
d ot
her
pollu
tant
s in
sto
rmw
ater
run
off
orig
inat
ing
wit
hin
the
ALD
OT
righ
t of
way
. Th
e qu
alit
y of
wat
ers
orig
inat
ing
off
of t
he r
ight
of
way
and
ent
erin
g th
e pr
ojec
t si
te s
hall
not
be d
imin
ishe
d as
the
y fl
ow
thro
ugh
and
leav
e th
e si
te.
(b
) BE
ST M
ANAG
EMEN
T PR
ACTI
CES.
Th
e Co
ntra
ctor
sha
ll im
plem
ent
and
mai
ntai
n ap
prop
riat
e st
ruct
ural
and
non
stru
ctur
al B
est
Man
agem
ent
Prac
tice
s (B
MPs
) fo
r th
e pr
even
tion
and
con
trol
of
nonp
oint
sou
rces
of
pollu
tant
s, e
.g.,
se
dim
ent,
oil
& g
reas
e, c
hem
ical
s, e
tc.,
dur
ing
proj
ect
cons
truc
tion
. Th
e Co
ntra
ctor
sha
ll ab
ide
by t
he
regu
lati
ons
give
n in
the
Ala
bam
a D
epar
tmen
t of
Env
iron
men
tal
Man
agem
ent
(AD
EM)
Adm
inis
trat
ive
Code
app
licab
le t
o co
nstr
ucti
on s
torm
wat
er a
nd t
he N
atio
nal
Pollu
tant
Dis
char
ge E
limin
atio
n Sy
stem
(N
PDES
) G
ener
al P
erm
it.
(c
) N
PDES
NO
TICE
OF
INTE
NT.
A
Proj
ect
Not
e w
ill b
e sh
own
on t
he p
lans
to
indi
cate
tha
t a
Not
ice
of I
nten
t (N
OI)
for
NPD
ES
perm
it c
over
age
has
been
file
d w
ith
ADEM
and
the
ava
ilabi
lity
of a
Con
stru
ctio
n Be
st M
anag
emen
t Pr
acti
ces
Plan
(CB
MPP
) fo
r th
e pr
ojec
t. T
he N
OI
is a
n ap
plic
atio
n fi
led
wit
h AD
EM r
eque
stin
g N
PDES
re
gist
rati
on.
Whe
n a
NO
I is
req
uire
d, t
he A
laba
ma
Dep
artm
ent
of T
rans
port
atio
n w
ill b
e th
e O
WN
ER o
f re
cord
wit
h AD
EM f
or t
he N
OI.
The
Con
trac
tor
shal
l be
the
OPE
RATO
R an
d sh
all
com
ply
wit
h al
l
requ
irem
ents
of
the
NO
I. W
hen
the
proj
ect
is s
pons
ored
by
a Lo
cal
Publ
ic A
genc
y (L
PA),
the
Con
trac
tor
shal
l be
the
OPE
RATO
R an
d th
e LP
A w
ill b
e th
e O
WN
ER o
f re
cord
.
Th
e Co
ntra
ctor
sha
ll be
res
pons
ible
for
obt
aini
ng a
pplic
able
NPD
ES p
erm
it c
over
age
thro
ugh
ADEM
for
all
mat
eria
l pi
ts,
was
te a
reas
, pl
ant
site
s, h
aul
road
s an
d ot
her
off-
site
are
as s
elec
ted
by t
he
Cont
ract
or t
o co
nstr
uct
the
proj
ect.
Cop
ies
of t
he w
ritt
en a
ckno
wle
dgem
ent
from
AD
EM v
erif
ying
tha
t pe
rmit
cov
erag
e ha
s be
en o
btai
ned
shal
l be
for
war
ded
to t
he E
ngin
eer
as p
art
of t
he C
ontr
acto
r’s
Stor
mw
ater
Man
agem
ent
Plan
bef
ore
grou
nd is
dis
turb
ed in
the
se a
reas
.
(d
) IN
SPEC
TIO
NS
AND
CO
RREC
TIVE
ACT
ION
S
1.
DAI
LY O
BSER
VATI
ON
S.
Th
e Co
ntra
ctor
’s
Qua
lifie
d Cr
eden
tial
ed
Insp
ecto
r (Q
CI)
and
the
Proj
ect
QCI
sh
all
perf
orm
dai
ly o
bser
vati
ons
of d
isch
arge
poi
nts
and
area
s of
the
pro
ject
whe
re t
he g
roun
d is
dis
turb
ed
and
reco
rd r
ainf
all
mea
sure
men
ts a
nd w
eath
er i
nfor
mat
ion.
If
any
prev
ious
ly u
ndoc
umen
ted
BMP
defi
cien
cies
or
a su
bsta
ntia
l vi
sual
con
tras
t be
twee
n st
orm
wat
er d
isch
arge
and
the
rec
eivi
ng w
ater
is
obse
rved
, th
en a
for
mal
insp
ecti
on r
epor
t is
req
uire
d.
2. S
ITE
INSP
ECTI
ON
S.
W
hen
a N
OI
has
been
file
d fo
r th
e pr
ojec
t, f
orm
al i
nspe
ctio
ns s
hall
be m
ade
by t
he
Cont
ract
or's
and
the
Dep
artm
ent's
QCI
s. P
roje
ct s
ite
insp
ecti
ons
of t
he B
MPs
sha
ll be
mad
e by
the
QCI
s at
lea
st o
nce
per
wee
k or
aft
er t
he a
ccum
ulat
ion
of 3
/4 i
nch
{75
mm
} of
rai
nfal
l w
ithi
n 24
hou
rs,
whi
chev
er o
ccur
s fi
rst.
The
se p
roje
ct s
ite
insp
ecti
ons
shal
l be
ini
tiat
ed a
s so
on a
s po
ssib
le a
nd w
ithi
n 24
hou
rs o
f re
sum
ing
wor
k on
the
pro
ject
and
sha
ll be
com
plet
ed n
o la
ter
than
5 d
ays
afte
r th
e ra
in
even
t. I
nspe
ctio
n Ce
rtif
icat
ion
Repo
rts
and
Non
com
plia
nce
Not
ific
atio
n Re
port
s (i
f w
arra
nted
) w
ill b
e en
tere
d in
to t
he D
epar
tmen
t's S
torm
wat
er P
erm
it T
rack
ing
Syst
em b
y th
e D
epar
tmen
t’s
QCI
.
Wat
er s
ampl
ing
and
test
ing
will
be
perf
orm
ed b
y D
epar
tmen
t pe
rson
nel
whe
n di
rect
ed
by t
he E
ngin
eer
or a
s re
quir
ed b
y th
e N
PDES
Gen
eral
Per
mit
.
For
proj
ects
whe
re A
LDO
T is
not
the
OW
NER
of
the
NO
I, s
uch
as t
hose
spo
nsor
ed b
y a
LPA,
pro
ject
sit
e in
spec
tion
s sh
all
be m
ade
afte
r th
e ac
cum
ulat
ion
of 3
/4 i
nch
{75
mm
} ra
infa
ll w
ithi
n 24
hou
rs o
r as
req
uire
d by
the
LPA
. An
y re
quir
ed w
ater
sam
plin
g an
d te
stin
g fo
r su
ch p
roje
cts
shal
l no
t be
the
res
pons
ibili
ty o
f no
r pe
rfor
med
by
ALD
OT.
3.
QCP
SIT
E EV
ALU
ATIO
NS.
The
Proj
ect
Qua
lifie
d Cr
eden
tial
Pro
fess
iona
l (Q
CP)
shal
l pe
rfor
m a
sit
e ev
alua
tion
eve
ry
six
mon
ths
or m
ore
freq
uent
ly i
f ne
cess
ary.
Thi
s ev
alua
tion
sha
ll be
an
onsi
te i
nspe
ctio
n of
all
eros
ion
and
sedi
men
t co
ntro
l be
st m
anag
emen
t pr
acti
ces
bein
g im
plem
ente
d fo
r ad
equa
cy a
nd c
onsi
sten
cy
wit
h si
te c
ondi
tion
s an
d sh
all b
e a
revi
ew o
f th
e CB
MPP
to
ensu
re p
rope
r m
aint
enan
ce.
4. C
ORR
ECTI
VE A
CTIO
NS.
If a
n in
spec
tion
rev
eals
a “
need
s im
prov
emen
t” o
r “s
edim
ent
loss
” co
ndit
ion,
im
med
iate
co
rrec
tive
act
ion
shal
l be
tak
en b
y th
e Co
ntra
ctor
and
com
plet
ed p
rior
to
the
next
sto
rm e
vent
but
no
late
r th
an 5
day
s af
ter
the
insp
ecti
on u
nles
s pr
even
ted
by u
nsaf
e w
eath
er c
ondi
tion
s. A
ddit
iona
l in
spec
tion
s sh
all
be p
erfo
rmed
as
need
ed u
ntil
the
obse
rved
def
icie
ncy
can
be d
ocum
ente
d as
bei
ng
corr
ecte
d an
d in
com
plia
nce
wit
h th
e AD
EM p
erm
it.
This
cor
rect
ive
acti
on m
ay r
equi
re a
sus
pens
ion
of
all o
pera
tion
s un
til t
he p
roje
ct is
in c
ompl
ianc
e.
An
y da
mag
e to
pro
pert
ies
adja
cent
to
the
proj
ect
site
due
to
the
Cont
ract
or’s
act
s,
omis
sion
s, m
isco
nduc
t, o
r ne
glig
ence
in
the
area
of
stor
mw
ater
man
agem
ent
shal
l be
res
tore
d in
ac
cord
ance
wit
h th
e re
quir
emen
ts g
iven
in
Arti
cle
107.
12.
Any
fine
s as
sess
ed t
he O
WN
ER (
"OW
NER
" as
de
fine
d in
Su
bart
icle
10
7.21
(c))
by
AD
EM
due
to
the
Cont
ract
or's
cont
ract
or
acts
, om
issi
ons,
m
isco
nduc
t, o
r ne
glig
ence
sha
ll be
rei
mbu
rsed
to
the
OW
NER
by
the
Cont
ract
or.
(e
) N
PDES
PER
MIT
TER
MIN
ATIO
N.
The
Cont
ract
or s
hall
be r
espo
nsib
le f
or s
torm
wat
er r
unof
f co
ntro
l on
the
pro
ject
unt
il th
e st
orm
wat
er p
erm
it i
s te
rmin
ated
or
30 c
alen
dar
days
aft
er t
he O
WN
ER’s
req
uest
for
ter
min
atio
n ha
s be
en p
roce
ssed
, w
hich
ever
is l
ess.
The
OW
NER
will
req
uest
ter
min
atio
n of
the
per
mit
wit
hin
10 d
ays
of
acce
ptan
ce o
f th
e pr
ojec
t fo
r m
aint
enan
ce.
107.
22 E
nvir
onm
enta
l Pro
tect
ion
and
Spill
Pre
vent
ion.
The
Cont
ract
or s
hall
com
ply
wit
h al
l Fe
dera
l, S
tate
and
loc
al l
aws
and
regu
lati
ons
cont
rolli
ng
pollu
tion
of
the
envi
ronm
ent.
The
Con
trac
tor
shal
l al
so t
ake
all
reas
onab
le p
reca
utio
ns t
o pr
even
t po
lluti
on o
f st
ream
s, l
akes
, po
nds,
res
ervo
irs
and
othe
r w
ater
s of
the
Sta
te w
ith
fuel
s, o
ils,
bitu
men
s,
chem
ical
s, o
r ot
her
harm
ful
mat
eria
ls a
nd t
o pr
even
t po
lluti
on o
f th
e at
mos
pher
e fr
om p
arti
cula
te a
nd
gase
ous
mat
ter.
The
Cont
ract
or s
hall
com
ply
wit
h al
l AD
EM a
nd l
ocal
air
pol
luti
on c
ontr
ol p
rogr
ams
wit
hin
the
Stat
e, a
nd t
heir
rul
es a
nd r
egul
atio
ns r
egar
ding
air
pol
luti
on m
atte
rs,
espe
cial
ly "
open
bur
ning
",
"fug
itiv
e du
st",
and
"as
phal
t ba
tchi
ng p
lant
" re
stri
ctio
ns.
A va
lid p
erm
it f
or "
open
bur
ning
" or
ope
rati
on
of a
n "a
spha
lt b
atch
ing
plan
t" w
ill b
e re
quir
ed f
rom
the
air
pol
luti
on c
ontr
ol a
genc
y w
ithi
n w
hose
ju
risd
icti
on t
he w
ork
is t
o be
per
form
ed b
efor
e su
ch o
pera
tion
s w
ill b
e al
low
ed.
Co
nstr
ucti
on
and
wor
ker
debr
is
shal
l no
t be
ex
pose
d to
pr
ecip
itat
ion
or
stor
mw
ater
. Al
l co
nstr
ucti
on
and
wor
ker
debr
is
(tra
sh,
garb
age,
di
scar
ded
cons
truc
tion
m
ater
ials
, et
c.)
shal
l be
im
med
iate
ly r
emov
ed a
nd d
ispo
sed
of in
an
appr
oved
man
ner.
The
Cont
ract
or s
hall
min
imiz
e th
e di
scha
rge
of p
ollu
tant
s fr
om e
quip
men
t an
d ve
hicl
e w
ashi
ng,
whe
el w
ash
wat
er,
conc
rete
was
hout
, an
d ot
her
was
h w
ater
s. P
rior
to
disc
harg
e, a
ll w
ash
wat
ers
and
dew
ater
ing
disc
harg
es s
hall
be c
aptu
red
and
trea
ted.
Whe
n th
e Co
ntra
ctor
's op
erat
ions
enc
ount
er o
r ex
pose
any
abn
orm
al,
or p
oten
tial
ly a
bnor
mal
, co
ndit
ion
whi
ch m
ay i
ndic
ate
the
pres
ence
of
a ha
zard
ous
and/
or t
oxic
was
te,
such
ope
rati
ons
shal
l be
di
scon
tinu
ed i
n th
e vi
cini
ty o
f th
e ab
norm
al c
ondi
tion
and
the
Eng
inee
r sh
all
be n
otif
ied
imm
edia
tely
. Th
e pr
esen
ce o
f ba
rrel
s, d
isco
lore
d ea
rth,
met
al,
woo
d, v
isib
le f
umes
, ab
norm
al o
dors
, ex
cess
ivel
y ho
t ea
rth,
sm
oke
or a
nyth
ing
else
whi
ch a
ppea
rs a
bnor
mal
may
be
indi
cato
rs o
f ha
zard
ous
and/
or t
oxic
w
aste
s an
d sh
all b
e tr
eate
d w
ith
extr
aord
inar
y ca
utio
n.
Th
e Co
ntra
ctor
sha
ll no
t re
sum
e op
erat
ions
in
the
vici
nity
of
the
abno
rmal
con
diti
on u
ntil
so
dire
cted
by
the
Engi
neer
. D
ispo
siti
on o
f th
e ha
zard
ous
and/
or t
oxic
was
te s
hall
be m
ade
in a
ccor
danc
e w
ith
the
requ
irem
ents
and
reg
ulat
ions
of
the
Alab
ama
Dep
artm
ent
of E
nvir
onm
enta
l M
anag
emen
t,
thes
e sp
ecif
icat
ions
, an
d as
dir
ecte
d by
the
Eng
inee
r.
W
here
the
Con
trac
tor
perf
orm
s w
ork
nece
ssar
y to
dis
pose
of
haza
rdou
s an
d/or
tox
ic w
aste
, pa
ymen
t w
ill b
e m
ade
at t
he u
nit
pric
es f
or p
ay i
tem
s in
clud
ed i
n th
e co
ntra
ct w
hich
are
app
licab
le t
o su
ch w
ork.
Whe
n th
e co
ntra
ct d
oes
not
incl
ude
such
pay
ite
ms,
pay
men
t w
ill b
e m
ade
as p
rovi
ded
in
Arti
cle
109.
04 f
or e
xtra
wor
k.
Th
e Co
ntra
ctor
sha
ll su
bmit
to
the
Engi
neer
and
im
plem
ent
a Sp
ill P
reve
ntio
n Co
ntro
l an
d Co
unte
r M
easu
res
(SPC
C) P
lan
for
all
fuel
or
chem
ical
sto
rage
tan
ks o
r fa
cilit
ies
loca
ted
on A
LDO
T ri
ght
of w
ay.
The
SPCC
sha
ll be
sub
mit
ted
in a
ccor
danc
e w
ith
the
regu
lati
ons
give
n in
the
AD
EM A
dmin
istr
ativ
e Co
de
and
the
NPD
ES G
ener
al P
erm
it.
The
Cont
ract
or s
hall
mai
ntai
n on
-sit
e, o
r ha
ve r
eadi
ly a
vaila
ble,
su
ffic
ient
oil
and
grea
se a
bsor
bing
mat
eria
l an
d fl
otat
ion
boom
s to
con
tain
and
cle
an u
p fu
el o
r ch
emic
al s
pills
and
lea
ks.
Soil
cont
amin
ated
by
pain
t or
che
mic
al s
pills
, oi
l sp
ills,
etc
., s
hall
be
imm
edia
tely
cle
aned
up
or b
e re
mov
ed a
nd d
ispo
sed
of in
an
appr
oved
man
ner.
107.
23 T
empo
rary
Con
stru
ctio
n En
croa
chm
ent
into
Str
eam
s, W
ater
Bod
ies
and
Wet
land
s.
Te
mpo
rary
enc
roac
hmen
t in
to s
trea
ms,
wat
er b
odie
s an
d w
etla
nds
may
be
show
n as
a p
art
of t
he
cont
ract
req
uire
men
ts i
f th
e en
croa
chm
ent
is n
eces
sary
for
the
com
plet
ion
of t
he w
ork.
A C
ontr
acto
r sh
all
subm
it a
req
uest
for
all
othe
r te
mpo
rary
enc
roac
hmen
ts i
nto
stre
ams,
wat
er b
odie
s an
d w
etla
nds
if t
he e
ncro
achm
ent
is n
ot p
rohi
bite
d by
req
uire
men
ts g
iven
in
the
cont
ract
. Re
ques
ts s
hall
be
subm
itte
d fo
r pr
opos
ed t
empo
rary
str
eam
cro
ssin
gs,
tem
pora
ry w
ater
div
ersi
ons,
and
tem
pora
ry w
ork
brid
ges
and
plat
form
s.
A
requ
est
for
a te
mpo
rary
enc
roac
hmen
t sh
all
be s
ubm
itte
d as
an
atta
chm
ent
to t
he C
ontr
acto
r’s
Stor
mw
ater
Man
agem
ent
Plan
tha
t is
sub
mit
ted
for
revi
ew a
nd a
ccep
tanc
e. T
he s
ubm
itta
l of
the
re
ques
t sh
all c
onta
in t
he f
ollo
win
g:
- A
draw
ing
of t
he p
ropo
sed
encr
oach
men
t in
clud
ing
a di
men
sion
ed p
lan
view
and
ele
vati
on
view
dep
icti
ng t
he lo
cati
on a
nd d
ista
nces
fro
m p
ropo
sed
and
exis
ting
str
uctu
res.
-
The
draw
ing
shal
l al
so i
nclu
de d
etai
ls a
nd d
imen
sion
s of
the
pip
es,
brid
ges,
or
othe
r fa
cilit
ies
allo
win
g th
e pa
ssag
e of
wat
er.
It s
hall
be t
he r
espo
nsib
ility
of
the
Cont
ract
or t
o en
sure
the
op
enin
g un
der
or t
hrou
gh t
he d
rain
age
faci
litie
s is
ade
quat
ely
size
d to
allo
w f
or n
orm
al s
easo
nal f
low
s.
- A
desc
ript
ion
of t
he s
eque
nce
of p
lace
men
t an
d ev
entu
al r
emov
al o
f an
y te
mpo
rary
fill
.
-
The
type
and
est
imat
ed v
olum
e in
cub
ic y
ards
{cu
bic
met
ers}
and
ton
s {m
etri
c to
ns}
of a
ny
fill
mat
eria
l pro
pose
d to
be
plac
ed.
- Pr
ovis
ions
req
uire
d to
pre
vent
fill
fro
m b
eing
ero
ded
and
mea
sure
s fo
r re
cove
ring
and
re
mov
ing
any
fill
mat
eria
l tha
t is
ero
ded.
-
A de
scri
ptio
n of
how
wat
er q
ualit
y w
ill b
e pr
otec
ted
duri
ng t
he e
ncro
achm
ent.
US
Arm
y Co
rps
of E
ngin
eers
or
othe
r re
gula
tory
app
rova
l an
d no
tice
may
be
requ
ired
for
the
en
croa
chm
ent
into
str
eam
s, w
ater
bod
ies
and
wet
land
s. C
orps
of
Engi
neer
s ap
prov
al t
hat
is n
ot g
iven
to t
he A
LDO
T or
to
the
Coun
ty h
oldi
ng t
he N
atio
nwid
e Pe
rmit
for
the
pro
ject
will
not
be
acce
pted
as
bein
g ad
equa
te r
egul
ator
y au
thor
izat
ion
for
the
encr
oach
men
t.
Al
l en
croa
chm
ents
int
o st
ream
s, w
ater
bod
ies
and
wet
land
s sh
all
be d
one
in a
ccor
danc
e w
ith
the
requ
irem
ents
of
regu
lato
ry p
erm
itti
ng,
appr
oval
s an
d co
ndit
ions
. En
croa
chm
ents
sha
ll be
don
e in
a
man
ner
that
will
min
imiz
e th
e ad
vers
e af
fect
on
the
qual
ity
of t
he w
ater
. M
aint
enan
ce s
hall
be
perf
orm
ed
as
nece
ssar
y to
en
sure
w
ater
pa
ssag
e an
d to
en
sure
th
at
neit
her
fill
nor
wat
er
is
cont
amin
ated
by
equi
pmen
t fl
uids
or
by lo
ose
mat
eria
ls f
allin
g fr
om e
quip
men
t.
Th
e m
etho
ds a
nd m
ater
ials
pro
pose
d fo
r te
mpo
rary
enc
roac
hmen
ts in
to s
trea
ms,
wat
er b
odie
s an
d w
etla
nds
and
the
prot
ecti
on o
f w
ater
qua
lity
duri
ng a
n en
croa
chm
ent
shal
l be
don
e by
the
Con
trac
tor
wit
h no
dir
ect
paym
ent
unle
ss s
how
n ot
herw
ise
on t
he p
lans
.
107.
24 P
erm
its
for
Pest
icid
e A
pplic
atio
n.
A
ll pe
stic
ide
(inc
ludi
ng h
erbi
cide
) ap
plic
atio
ns s
hall
be d
one
unde
r th
e on
-sit
e, d
irec
t su
perv
isio
n of
a p
erso
n po
sses
sing
a C
omm
erci
al P
esti
cide
App
licat
ion
Perm
it a
nd a
Pro
fess
iona
l Se
rvic
es P
erm
it
(tur
f an
d or
nam
enta
ls c
ateg
ory)
or
a Co
mm
erci
al A
pplic
ator
Per
mit
and
a C
usto
m A
pplic
ator
Per
mit
(r
ight
-of-
way
pe
st
cont
rol
cate
gory
) is
sued
th
roug
h th
e Al
abam
a D
epar
tmen
t of
Ag
ricu
ltur
e an
d In
dust
ries
. Pr
oof
of t
he p
osse
ssio
n of
the
se p
erm
its
shal
l be
fur
nish
ed t
o th
e En
gine
er p
rior
to
the
com
men
cem
ent
of
wor
k.
Any
wor
k pe
rfor
med
w
itho
ut
the
on-s
ite,
di
rect
su
perv
isio
n of
th
ese
perm
itte
d in
divi
dual
s w
ill b
e su
bjec
t to
rej
ecti
on b
y th
e En
gine
er.
SECT
ION
108
PRO
SECU
TIO
N A
ND
PRO
GRE
SS
108.
04 P
rose
cuti
on o
f W
ork.
(a)
PREC
ON
STRU
CTIO
N C
ON
FERE
NCE
.
Th
e Co
ntra
ctor
and
Sub
cont
ract
ors
shal
l at
tend
a p
reco
nstr
ucti
on c
onfe
renc
e sc
hedu
led
by
the
Engi
neer
and
sha
ll be
pre
pare
d to
des
crib
e ho
w t
he w
ork
will
be
pros
ecut
ed.
Th
e pr
econ
stru
ctio
n co
nfer
ence
will
be
held
aft
er t
he a
war
d of
the
con
trac
t an
d pr
ior
to t
he
com
men
cem
ent
of a
ny f
ield
wor
k on
any
con
trac
t pa
y it
em.
(b
) SO
IL E
ROSI
ON
AN
D S
TORM
WAT
ER M
ANAG
EMEN
T.
1. C
OM
PLIA
NCE
AN
D P
ROG
RESS
.
If
the
Cont
ract
or
fails
to
co
mpl
y w
ith
the
requ
irem
ents
gi
ven
in
the
Eros
ion
and
Sedi
men
t Co
ntro
l Pla
n (E
SCP)
, th
e Co
nstr
ucti
on B
est
Man
agem
ent
Prac
tice
s Pl
an (
CBM
PP),
the
acc
epte
d St
orm
wat
er M
anag
emen
t Pl
an (
SWM
P) o
r th
e di
rect
ions
of
the
Engi
neer
, th
e En
gine
er m
ay o
rder
the
Co
ntra
ctor
to
di
scon
tinu
e al
l op
erat
ions
ex
cept
th
e w
ork
invo
lved
in
er
osio
n co
ntro
l un
til
the
requ
irem
ents
are
met
. Fa
ilure
of
the
Engi
neer
to
obse
rve
the
wor
k of
the
Con
trac
tor
does
not
rel
ieve
th
e Co
ntra
ctor
of
resp
onsi
bilit
y fo
r th
e pr
even
tion
of
soil
eros
ion
and
the
cont
rol o
f se
dim
ent.
Shou
ld r
egul
ator
y en
forc
emen
t ac
tion
s or
com
plai
nts
of d
amag
e to
pub
lic o
r pr
ivat
e pr
oper
ty a
rise
fro
m s
edim
ent
leav
ing
ALD
OT
righ
ts o
f w
ay,
the
Cont
ract
or s
hall
part
icip
ate
in t
he
inve
stig
atio
n, r
epor
ting
and
mit
igat
ion
that
is
requ
ired
to
addr
ess
thes
e ac
tion
s an
d co
mpl
aint
s. T
he
Cont
ract
or s
hall
obta
in p
rofe
ssio
nal
serv
ices
tha
t m
ay b
e re
quir
ed t
o as
sist
wit
h th
e m
itig
atio
n.
The
Cont
ract
or w
ill o
nly
be r
eim
burs
ed f
or t
he p
orti
on o
f th
e co
st o
f th
e m
itig
atio
n w
ork
that
the
Eng
inee
r de
term
ines
sho
uld
be p
aid
for
by t
he D
epar
tmen
t. T
he C
ontr
acto
r is
not
exp
ecte
d to
mak
e di
rect
re
spon
se t
o re
gula
tory
age
ncie
s w
hen
the
Cont
ract
or is
not
list
ed b
y na
me
on t
he p
erm
it f
or t
he w
ork.
Th
e in
stal
lati
on o
f te
mpo
rary
soi
l er
osio
n an
d se
dim
ent
cont
rol
BMPs
sha
ll be
don
e in
co
ordi
nati
on
wit
h th
e in
stal
lati
on
of
the
perm
anen
t er
osio
n co
ntro
l fe
atur
es
to
assu
re
effe
ctiv
e co
ntin
uous
ero
sion
con
trol
thr
ough
out
the
life
of t
he p
roje
ct.
The
Cont
ract
or w
ill b
e re
quir
ed t
o co
nstr
uct,
inst
all a
nd m
aint
ain
all p
erm
anen
t er
osio
n co
ntro
l fea
ture
s as
gra
ding
adv
ance
s.
2. M
ANU
FACT
URE
R RE
COM
MEN
DAT
ION
S FO
R M
ANU
FACT
URE
D D
EVIC
ES.
Th
e Co
ntra
ctor
sha
ll fu
rnis
h th
e m
anuf
actu
rer's
rec
omm
enda
tion
s fo
r m
ater
ial
sele
ctio
n,
inst
alla
tion
and
mai
nten
ance
of
any
man
ufac
ture
d BM
P or
man
ufac
ture
d co
mpo
nent
of
a BM
P. T
his
info
rmat
ion
shal
l be
pro
vide
d to
the
Eng
inee
r pr
ior
to a
ny m
anuf
actu
red
BMP
or c
ompo
nent
bei
ng
inst
alle
d.
3. S
TORM
WAT
ER M
ANAG
EMEN
T PL
AN.
Th
e co
ntra
ctor
sha
ll pr
epar
e a
Stor
mw
ater
Man
agem
ent
Plan
(SW
MP)
. Th
ree
copi
es o
f th
e SW
MP
shal
l be
su
bmit
ted
to
the
Div
isio
n Co
nstr
ucti
on
Engi
neer
pr
ior
to
the
prec
onst
ruct
ion
conf
eren
ce.
The
SWM
P sh
all
prov
ide
sequ
ence
s an
d de
tails
of
all
eros
ion
and
sedi
men
t co
ntro
l w
ork,
cl
eari
ng a
nd g
rubb
ing
oper
atio
ns,
grad
ing
oper
atio
ns a
nd o
pera
tion
s es
tabl
ishi
ng p
erm
anen
t er
osio
n co
ntro
l fe
atur
es.
The
SWM
P sh
all
incl
ude
oper
atio
nal
deta
ils a
nd p
erso
nnel
and
equ
ipm
ent
that
will
be
dedi
cate
d to
im
plem
enti
ng t
he p
lan
at a
ll ph
ases
of
the
wor
k.
Wri
tten
ack
now
ledg
emen
t of
NPD
ES
perm
it
cove
rage
fr
om
ADEM
an
d ot
her
requ
ired
cl
eara
nces
an
d ac
know
ledg
emen
ts
requ
ired
by
Su
bart
icle
106
.01(
b) f
or a
ny o
ffsi
te w
aste
are
as o
r pi
ts s
houl
d be
inc
lude
d in
the
SW
MP.
The
det
ails
for
pr
opos
ed t
empo
rary
enc
roac
hmen
ts in
to s
trea
ms,
wat
er b
odie
s an
d w
etla
nds
and
requ
ests
to
stor
e fu
el
tank
s on
ALD
OT
righ
t of
way
sho
uld
also
be
incl
uded
in t
he S
WM
P.
Th
e SW
MP
is
requ
ired
fo
r al
l pr
ojec
ts
rega
rdle
ss
of
the
type
of
w
ork,
fu
ndin
g or
re
gula
tory
per
mit
ting
. Th
e SW
MP
is r
equi
red
for
all
proj
ects
reg
ardl
ess
of w
heth
er o
r no
t an
“Er
osio
n an
d Se
dim
ent
Cont
rol
Plan
” is
sho
wn
in t
he p
lans
. W
ork
may
not
beg
in u
ntil
the
SWM
P ha
s be
en
acce
pted
as
com
plet
e by
the
Eng
inee
r.
An
ele
ctro
nic
SWM
P te
mpl
ate
prov
ided
by
ALD
OT
shal
l be
use
d to
cre
ate
the
subm
itte
d pl
an.
Sub
mit
ted
SWM
Ps w
ill n
ot b
e co
nsid
ered
com
plet
e if
the
pro
vide
d te
mpl
ate
has
been
mod
ifie
d.
4. F
UEL
TAN
KS.
An
y re
ques
ts t
o st
ore
a fu
el t
ank
on t
he p
roje
ct r
ight
of
way
sha
ll be
inc
lude
d in
the
SW
MP
alon
g w
ith
a Sp
ill P
reve
ntio
n Co
ntro
l an
d Co
unte
rmea
sure
s (S
PCC)
Pla
n as
sho
wn
to b
e re
quir
ed
in S
ubar
ticl
e 10
7.22
. T
he u
se o
f on
site
fue
l st
orag
e ta
nks
will
not
be
allo
wed
if
this
is
show
n to
be
proh
ibit
ed o
n th
e pl
ans.
5.
ERO
SIO
N A
ND
SED
IMEN
T CO
NTR
OL
PLAN
.
Whe
n an
“Er
osio
n an
d Se
dim
ent
Cont
rol
Plan
” (E
SCP)
is
incl
uded
in
the
plan
s, t
he
Cont
ract
or s
hall
com
ply
wit
h th
e re
quir
emen
ts o
f th
e de
sign
det
ails
as
show
n. T
he E
SCP
may
be
mod
ifie
d by
the
acc
epte
d SW
MP
or b
y th
e En
gine
er a
s co
ndit
ions
war
rant
. BM
Ps s
hall
be i
nsta
lled
in a
n ef
fect
ive
man
ner
and
at a
ll lo
cati
ons
dire
cted
or
perm
itte
d by
the
Eng
inee
r re
gard
less
of
the
BMP
quan
titi
es a
nd lo
cati
ons
depi
cted
on
the
ESCP
.
6. Q
UAL
IFIE
D C
RED
ENTI
ALED
INSP
ECTO
R.
Th
e Co
ntra
ctor
sha
ll as
sign
a Q
ualif
ied
Cred
enti
aled
Ins
pect
or (
QCI
, ce
rtif
ied
by A
DEM
an
d ve
rifi
ed b
y AL
DO
T) t
o ea
ch p
roje
ct.
ADEM
cer
tifi
cati
on a
nd A
LDO
T ve
rifi
cati
on w
ill n
ot b
e re
quir
ed
for
the
Cont
ract
or Q
CI a
ssig
ned
to b
ridg
e co
atin
g pr
ojec
ts w
here
the
re i
s no
pot
enti
al f
or g
roun
d di
stur
banc
e an
d no
pot
enti
al f
or t
he p
roje
ct t
o be
con
side
red
a si
gnif
ican
t so
urce
of
pollu
tant
s to
a
wat
erbo
dy o
f th
e St
ate.
The
nam
e, p
hone
num
bers
and
cre
dent
ials
of
this
per
son
shal
l be
inc
lude
d in
th
e SW
MP
pres
ente
d pr
ior
to t
he p
reco
nstr
ucti
on c
onfe
renc
e an
d w
hene
ver
a su
bsti
tute
Con
trac
tor
QCI
is
req
uest
ed b
y th
e Co
ntra
ctor
. Th
e Co
ntra
ctor
QCI
sha
ll ha
ve f
ull
auth
orit
y fo
r th
e im
plem
enta
tion
of
the
SWM
P. A
long
wit
h ot
her
duti
es,
the
Cont
ract
or Q
CI s
hall:
- be
ass
igne
d th
e au
thor
ity
by t
he C
ontr
acto
r to
mob
ilize
cre
ws
to m
ake
imm
edia
te
repa
irs
to c
ontr
ols
duri
ng w
orki
ng a
nd n
on w
orki
ng h
ours
;
-
info
rm t
he C
ontr
acto
r’s
supe
rint
ende
nt a
nd m
anag
emen
t of
all
stor
mw
ater
rel
ated
is
sues
;
- in
spec
t BM
Ps o
n a
daily
bas
is t
o en
sure
tha
t al
l co
ntro
ls a
re i
n pl
ace
at a
ll ti
mes
and
en
sure
con
form
ance
wit
h th
e co
ntra
ct d
ocum
ents
;
- be
kno
wle
dgea
ble
of t
he l
ocat
ion
and
cond
itio
n of
all
disc
harg
e po
ints
wit
hin
the
proj
ect
limit
s;
-
guid
e an
d di
rect
the
Con
trac
tor’
s fo
rces
dur
ing
the
inst
alla
tion
, m
aint
enan
ce a
nd
corr
ecti
on o
f al
l BM
Ps;
-
acco
mpa
ny
ADEM
an
d AL
DO
T in
spec
tors
on
al
l re
gula
tory
st
orm
wat
er
insp
ecti
ons
desc
ribe
d in
Sec
tion
107
;
- w
ork
wit
h th
e pr
ojec
t pe
rson
nel
to e
nsur
e th
at a
ny u
nsat
isfa
ctor
y or
non
com
plia
nt
issu
es a
re a
ddre
ssed
in a
tim
ely
man
ner.
Th
ere
will
be
no d
irec
t co
mpe
nsat
ion
for
the
assi
gnm
ent
of a
Con
trac
tor
QCI
to
the
proj
ect.
H
avin
g a
QCI
cer
tifi
ed S
uper
inte
nden
t is
enc
oura
ged
and
is t
o th
e be
nefi
t of
bot
h th
e Co
ntra
ctor
as
wel
l as
ALD
OT.
7.
STO
RMW
ATER
MEE
TIN
G.
A St
orm
wat
er m
eeti
ng s
hall
take
pla
ce a
fter
the
pre
cons
truc
tion
con
fere
nce
and
prio
r to
th
e be
ginn
ing
of w
ork.
Thi
s m
eeti
ng s
hall
take
pla
ce a
t th
e pr
ojec
t si
te.
Atte
ndee
s sh
ould
inc
lude
AD
EM r
epre
sent
ativ
es,
ALD
OT
cons
truc
tion
per
sonn
el i
nclu
ding
the
Div
isio
n St
orm
wat
er C
oord
inat
or,
the
Cont
ract
or’s
QCI
, th
e Co
ntra
ctor
’s s
uper
inte
nden
t an
d an
y su
bcon
trac
tors
tha
t w
ill b
e in
volv
ed i
n cl
eari
ng,
eart
hwor
k, s
eedi
ng o
r er
osio
n an
d se
dim
ent
cont
rol
oper
atio
ns.
The
ESC
P, t
he S
WM
P,
clea
ring
lim
its
and
sequ
ence
of
cons
truc
tion
sha
ll be
am
ong
item
s di
scus
sed.
Pro
ject
dis
char
ge p
oint
s,
adja
cent
pro
pert
y an
d w
ater
bod
ies
shou
ld b
e ob
serv
ed a
nd d
iscu
ssed
dur
ing
this
mee
ting
. A
ny
exis
ting
sto
rm w
ater
pro
blem
s or
iss
ues
shou
ld a
lso
be d
iscu
ssed
and
doc
umen
ted.
Th
e Co
ntra
ctor
sh
all n
otif
y al
l sub
cont
ract
ors
of t
his
mee
ting
. A
LDO
T w
ill n
otif
y al
l app
licab
le r
egul
ator
y ag
enci
es.
8.
LIM
IT O
F EX
POSU
RE O
F ER
OD
IBLE
MAT
ERIA
L.
N
o m
ore
than
17
acre
s {7
.0 h
a} o
f er
odib
le m
ater
ial
shal
l be
exp
osed
at
any
tim
e un
less
ot
herw
ise
indi
cate
d on
the
pla
ns.
If i
t is
not
ed o
n th
e pl
ans
that
the
are
a of
ero
dibl
e m
ater
ial
will
be
allo
wed
to
be g
reat
er t
han
17 a
cres
{7.
0 ha
}, t
he C
ontr
acto
r w
ill b
e al
low
ed t
o in
crea
se t
his
area
up
to
the
max
imum
sho
wn,
pro
vide
d it
is in
clud
ed a
s pa
rt o
f th
e SW
MP.
If a
n al
low
able
inc
reas
e in
the
lim
it o
f ex
pose
d er
odib
le m
ater
ial
is n
ot s
how
n on
the
pl
ans,
con
side
rati
on f
or i
ncre
asin
g th
is l
imit
will
be
give
n up
on w
ritt
en r
eque
st a
nd p
rese
ntat
ion
of a
n ac
cept
able
jus
tifi
cati
on f
or t
he i
ncre
ase.
The
wri
tten
req
uest
sha
ll in
clud
e an
ope
rati
on p
lan
("m
ass
haul
" di
agra
m)
and
shal
l be
inc
lude
d in
the
SW
MP
subm
itte
d pr
ior
to t
he P
reco
nstr
ucti
on C
onfe
renc
e.�
Any
SWM
P th
at i
nclu
des
incr
ease
d ac
reag
e fr
om t
he a
mou
nt a
llow
ed s
hall
be f
orw
arde
d to
the
Sta
te
Cons
truc
tion
Eng
inee
r fo
r re
view
and
app
rova
l.
An
y ap
prov
al t
o in
crea
se t
he a
rea
of e
xpos
ure,
incl
udin
g th
at s
how
n on
the
pla
ns,
will
be
resc
inde
d if
ade
quat
e er
osio
n an
d se
dim
ent
cont
rol
mea
sure
s ar
e no
t sa
tisf
acto
rily
ins
talle
d an
d
mai
ntai
ned.
Aft
er b
eing
cle
ared
, fi
nal r
equi
red
stab
iliza
tion
mus
t be
inst
alle
d or
app
lied
and
eros
ion
be
cont
rolle
d to
the
max
imum
ext
ent
prac
tica
ble
to b
e co
nsid
ered
sta
biliz
ed.
Re
ques
ts f
or a
ppro
val
for
unne
cess
ary
clea
ring
will
be
cons
ider
ed o
nly
if p
rovi
sion
s fo
r er
osio
n an
d se
dim
ent
cont
rol a
re p
ropo
sed
to b
e im
plem
ente
d at
the
Con
trac
tor’
s ex
pens
e.
(c
) N
OTI
CE O
F IN
TEN
TIO
N T
O S
TART
WO
RK.
The
Cont
ract
or s
hall
give
the
Eng
inee
r de
fini
te n
otic
e of
his
int
enti
on t
o st
art
wor
k at
lea
st
72 h
ours
in a
dvan
ce o
f be
ginn
ing
wor
k an
d at
lea
st 2
4 ho
urs
in a
dvan
ce o
f be
ginn
ing
part
icul
ar f
eatu
res
of c
onst
ruct
ion,
suc
h as
dri
ving
pile
s, p
laci
ng c
oncr
ete,
et
cete
ra.
Shou
ld p
rose
cuti
on o
f th
e w
ork
be
disc
onti
nued
by
the
Cont
ract
or w
ith
the
cons
ent
of t
he E
ngin
eer,
the
Con
trac
tor
shal
l giv
e th
e En
gine
er
at le
ast
48 h
ours
not
ice
in w
riti
ng b
efor
e re
sum
ing
oper
atio
ns.
(d
) CO
NTI
NU
OU
S PR
OSE
CUTI
ON
OF
THE
WO
RK.
The
Cont
ract
or s
hall
pros
ecut
e th
e w
ork
cont
inuo
usly
and
dili
gent
ly i
n th
e or
der
and
man
ner
set
out
in h
is s
ched
ule
or p
resc
ribe
d by
the
Eng
inee
r. H
e sh
all
prov
ide
suff
icie
nt s
atis
fact
ory
mat
eria
ls,
labo
r, a
nd e
quip
men
t to
gua
rant
ee t
he c
ompl
etio
n of
the
pro
ject
in
acco
rdan
ce w
ith
the
plan
s an
d sp
ecif
icat
ions
wit
hin
the
tim
e sp
ecif
ied
in t
he c
ontr
act.
Sh
ould
the
Con
trac
tor
fail
to m
aint
ain
a sa
tisf
acto
ry r
ate
of p
rogr
ess,
the
Eng
inee
r w
ill
requ
ire
that
add
itio
nal f
orce
s an
d eq
uipm
ent
be p
lace
d on
the
wor
k to
bri
ng t
he p
roje
ct u
p to
sch
edul
e an
d m
aint
ain
it a
t th
at le
vel.
Fai
lure
to
mai
ntai
n th
e qu
alit
y an
d pr
ogre
ss o
f th
e w
ork
shal
l be
caus
e fo
r th
e En
gine
er t
o w
ithh
old
all
esti
mat
es w
hich
are
or
may
bec
ome
due,
unt
il sa
tisf
acto
ry q
ualit
y an
d pr
ogre
ss a
re m
aint
aine
d; o
r th
e co
ntra
ct m
ay b
e an
nulle
d as
pro
vide
d in
Art
icle
108
.12.
(e
)� U
NSA
TISF
ACTO
RY P
ROG
RESS
.
Sh
ould
the
Con
trac
tor
fail
to m
aint
ain
a sa
tisf
acto
ry r
ate
of p
rogr
ess
in p
erfo
rman
ce o
f th
e w
ork,
pri
or t
o ex
pira
tion
of
the
cont
ract
, th
e fo
llow
ing
regu
lati
on s
hall
appl
y:
Af
ter
prep
arat
ion
of t
he C
ontr
acto
r's m
onth
ly e
stim
ate,
the
Dep
artm
ent
will
rev
iew
the
pr
ogre
ss o
f th
e w
ork.
The
dol
lar
amou
nt o
f th
e w
ork
perf
orm
ed w
ill b
e th
e to
tal d
olla
r am
ount
tha
t ha
s be
en p
aid
min
us t
he d
olla
r am
ount
of
part
ial
paym
ents
for
sto
red
mat
eria
ls.
The
perc
enta
ge o
f w
ork
perf
orm
ed w
ill b
e ba
sed
on t
he d
olla
r am
ount
of
wor
k pe
rfor
med
and
the
tot
al c
ontr
act
amou
nt.
This
w
ill
be
com
pare
d to
th
e pe
rcen
tage
of
co
ntra
ct
tim
e el
apse
d.
If
the
perc
enta
ge
of
the��w
ork
perf
orm
ed,
as
com
pare
d to
th
e pe
rcen
t of
co
ntra
ct
tim
e el
apse
d,
is
behi
nd
by
mor
e th
an
25
perc
enta
ge p
oint
s, a
war
ning
not
ice
of p
ossi
ble
disq
ualif
icat
ion
will
be
sent
to
the
Cont
ract
or b
y ce
rtif
ied
mai
l,
retu
rn
rece
ipt
requ
este
d (a
ppro
pria
te
cred
it
will
be
al
low
ed
for
any
exte
nsio
n pr
evio
usly
app
rove
d in
con
form
ity
wit
h Ar
ticl
e 10
8.09
). S
aid
war
ning
not
ice
will
not
e th
e un
sati
sfac
tory
pr
ogre
ss r
evea
led
by t
he c
ompu
tati
on a
nd t
hat
ten
days
will
be
allo
wed
fro
m t
he d
ate
of r
ecei
pt o
f th
e w
arni
ng i
n w
hich
to
brin
g hi
s pr
ogre
ss w
ithi
n th
e al
low
ed 2
5 pe
rcen
t, c
ompl
ete
the
proj
ect,
or
furn
ish
acce
ptab
le r
easo
ns w
hy h
e sh
ould
not
be
give
n a
fina
l no
tice
of
disq
ualif
icat
ion.
At
the
end
of t
he
10-d
ay p
erio
d, i
f th
e Co
ntra
ctor
's pr
ogre
ss i
s no
t w
ithi
n th
e al
low
ed p
erce
ntag
e, n
or h
as a
ccep
tabl
e re
ason
bee
n fu
rnis
hed
to w
aive
fin
al d
isqu
alif
icat
ion,
the
Dep
artm
ent
will
iss
ue a
fin
al n
otic
e of
di
squa
lific
atio
n. �
SECT
ION
201
CLEA
RIN
G A
ND
GRU
BBIN
G
201.
03 C
onst
ruct
ion
Requ
irem
ents
.
(a)
CON
TRO
L O
F ER
OSI
ON
AN
D S
TORM
WAT
ER R
UN
OFF
.
Th
e re
quir
emen
ts f
or t
he c
ontr
ol o
f er
osio
n an
d st
orm
wat
er r
unof
f ar
e gi
ven
in A
rtic
le 1
07.2
1 an
d Se
ctio
n 66
5. T
hese
req
uire
men
ts s
hall
be i
mpl
emen
ted
prio
r to
the
beg
inni
ng o
f in
itia
l cl
eari
ng
oper
atio
ns.
(b
) W
ORK
LIM
ITS.
Th
e En
gine
er w
ill d
esig
nate
the
loc
atio
n an
d ex
tent
of
righ
t of
way
lin
es,
ease
men
t lin
es a
nd
cons
truc
tion
lim
its.
Wor
k lim
its
may
be
desi
gnat
ed b
y th
e En
gine
er w
ithi
n ri
ght
of w
ay l
ines
, ea
sem
ent
lines
, an
d co
nstr
ucti
on li
mit
s w
hen
limit
ed w
ork
is r
equi
red.
Th
e Co
ntra
ctor
sha
ll no
t ex
ceed
the
max
imum
lim
it e
stab
lishe
d fo
r th
e ex
posu
re o
f er
odib
le
mat
eria
l.
(c
) VE
GET
ATIO
N D
ESIG
NAT
ED T
O R
EMAI
N U
ND
ISTU
RBED
.
Th
e Co
ntra
ctor
sha
ll no
t da
mag
e ve
geta
tion
and
ter
rain
tha
t th
e En
gine
er d
esig
nate
s to
re
mai
n un
dist
urbe
d. D
amag
e sh
all
be r
epai
red
wit
hout
add
itio
nal
com
pens
atio
n as
dir
ecte
d by
the
En
gine
er.
(d
) D
ISPO
SAL
OF
MAT
ERIA
LS.
The
Cont
ract
or s
hall
disp
ose
of a
ll re
mov
ed m
ater
ials
. Th
e Co
ntra
ctor
sha
ll co
mpl
y w
ith
all
loca
l, S
tate
and
Fed
eral
law
s an
d or
dina
nces
per
tain
ing
to d
ispo
sal.
Th
e Co
ntra
ctor
sha
ll su
bmit
a p
lan
for
the
sati
sfac
tory
dis
posa
l of
mat
eria
ls.
Clea
ring
sha
ll no
t be
gin
unti
l th
e En
gine
er a
ccep
ts t
he p
lan
as h
avin
g su
ffic
ient
det
ail.
The
pla
n sh
all
incl
ude
an
acce
ptab
le m
eans
for
the
tre
atm
ent
of d
ispo
sal
area
s so
as
not
to p
rese
nt a
n un
sigh
tly
appe
aran
ce,
crea
te a
pub
lic n
uisa
nce
or c
reat
e fu
ture
mai
nten
ance
pro
blem
s fo
r th
e D
epar
tmen
t.
The
disp
osal
pla
n sh
all
prov
ide
for
the
sati
sfac
tory
dis
posa
l of
bio
degr
adab
le m
ater
ials
and
ru
bbis
h w
ithi
n 30
day
s af
ter
accu
mul
atio
n, u
nles
s a
long
er p
erio
d is
aut
hori
zed
in w
riti
ng b
y th
e En
gine
er,
to p
reve
nt t
he in
fest
atio
n of
pes
ts.
Dis
posa
l by
the
bur
ning
of
peri
shab
le m
ater
ials
will
be
perm
itte
d on
ly w
hen
auth
oriz
ed i
n ac
cord
ance
wit
h th
e re
quir
emen
ts g
iven
in
Arti
cles
107
.13
and
107.
22.
Bur
ning
will
not
be
allo
wed
on
the
Stat
e ri
ght
of w
ay u
nles
s ap
prov
ed in
wri
ting
by
the
Engi
neer
.
D
ispo
sal
by t
he i
ndis
crim
inat
e du
mpi
ng o
f m
ater
ials
, w
ith
or w
itho
ut t
he p
rope
rty
owne
r's
cons
ent,
is
not
sati
sfac
tory
dis
posa
l. T
he C
ontr
acto
r sh
all
obta
in w
ritt
en p
erm
issi
on f
rom
the
pro
pert
y ow
ner
for
any
disp
osal
are
a. A
cop
y of
the
wri
tten
per
mis
sion
fro
m t
he p
rope
rty
owne
r sh
all
be
subm
itte
d to
the
Eng
inee
r pr
ior
to d
ispo
sal.
Th
e us
e of
mec
hani
cal
brus
h cl
ippe
rs o
r ot
her
recy
clin
g m
etho
ds m
ay b
e co
nsid
ered
for
ap
prov
al.
SECT
ION
205
REM
OVA
L A
ND
REL
OCA
TIO
N O
F ST
RUCT
URE
S
205.
03 C
onst
ruct
ion
Requ
irem
ents
.
(a)
LAW
S, R
ULE
S, R
EGU
LATI
ON
S AN
D O
RDIN
ANCE
S.
The
Cont
ract
or s
hall
com
ply
wit
h al
l Fe
dera
l, S
tate
, Ci
ty a
nd C
ount
y la
ws,
rul
es,
regu
lati
ons,
an
d or
dina
nces
co
veri
ng
mov
ing,
re
-est
ablis
hing
, de
mol
itio
n or
di
spos
al
of
stru
ctur
es
and
appu
rten
ance
s. A
ny u
tilit
y se
rvic
e re
quir
ing
disc
onne
ctio
n or
rec
onne
ctio
n of
a s
truc
ture
sha
ll be
don
e in
acc
orda
nce
wit
h th
e ut
ility
's re
gula
tion
s an
d sh
all m
eet
the
appr
oval
of
the
Uti
lity.
(b
) RE
MO
VAL
OF
STRU
CTU
RES.
1.
REM
OVA
L.
Re
mov
al o
f a
stru
ctur
e sh
all
be t
he d
emol
itio
n an
d di
spos
al o
f th
e st
ruct
ure
iden
tifi
ed i
n th
e co
ntra
ct.
It s
hall
also
be
the
rest
orat
ion
of t
he a
rea
of r
emov
al t
o a
stab
le u
nifo
rmly
gra
ded
grou
nd
surf
ace.
2. A
SBES
TOS.
a. E
xam
inat
ion
of S
truc
ture
for
Asb
esto
s be
fore
Str
uctu
re R
emov
al.
The
Cont
ract
or s
hall
dete
rmin
e if
asb
esto
s is
pre
sent
in o
r on
a s
truc
ture
bef
ore
it is
re
mov
ed.
The
stru
ctur
e sh
all
be e
xam
ined
for
the
pre
senc
e of
asb
esto
s in
acc
orda
nce
wit
h th
e ru
les
and
regu
lati
ons
of t
he g
over
nmen
tal
agen
cies
tha
t ha
ve r
egul
ator
y ju
risd
icti
on o
ver
the
wor
k (A
DEM
, O
SHA,
AD
PH,
etc.
). T
here
will
be
no d
irec
t pa
ymen
t fo
r th
e co
st o
f th
e in
vest
igat
ion
requ
ired
to
dete
rmin
e w
heth
er o
r no
t as
best
os is
pre
sent
in o
r on
the
str
uctu
re.
The
dete
rmin
atio
n of
the
pre
senc
e of
asb
esto
s sh
all b
e a
subs
idia
ry o
blig
atio
n of
Pay
Item
205
-A "
Rem
oval
of
Stru
ctur
es".
b. C
rede
ntia
ls f
or R
emov
al a
nd D
ispo
sal o
f As
best
os.
The
rem
oval
and
dis
posa
l of
asbe
stos
sha
ll be
don
e by
Con
trac
tors
or
Subc
ontr
acto
rs
that
hav
e ac
cred
itat
ion
cred
enti
als
from
the
"Al
abam
a Sa
fe S
tate
Env
iron
men
tal
Prog
ram
s" a
nd a
re
cert
ifie
d by
AD
EM a
s As
best
os R
emov
al C
ontr
acto
rs.
c. R
emov
al o
f As
best
os f
rom
a S
truc
ture
.
If
asb
esto
s is
fou
nd i
n a
stru
ctur
e th
e Co
ntra
ctor
sha
ll su
bmit
the
res
ults
of
the
inve
stig
atio
n to
the
Eng
inee
r be
fore
beg
inni
ng t
he r
emov
al o
f th
e st
ruct
ure.
The
Con
trac
tor
shal
l ob
tain
thr
ee p
rice
quo
tes
for
the
cost
of
the
rem
oval
and
dis
posa
l of
the
asb
esto
s. T
he p
rice
quo
tes
shal
l be
sub
mit
ted
to t
he E
ngin
eer
for
the
sele
ctio
n of
the
Con
trac
tor
or S
ubco
ntra
ctor
for
the
rem
oval
w
ork.
The
cos
t of
the
rem
oval
wor
k w
ill b
e pa
id f
or a
s Ex
tra
Wor
k in
acc
orda
nce
wit
h th
e re
quir
emen
ts
give
n in
Art
icle
109
.04.
3.
SEP
TIC
TAN
KS.
Th
e re
mov
al (
and
aban
donm
ent)
of
sept
ic t
anks
sha
ll be
don
e in
acc
orda
nce
wit
h th
e re
quir
emen
ts o
f th
e Al
abam
a D
epar
tmen
t of
Pub
lic H
ealt
h (A
DPH
). D
irec
t pa
ymen
t w
ill n
ot b
e m
ade
for
pum
ping
the
con
tent
s of
the
tan
k pr
ior
to r
emov
al o
f th
e se
ptic
tan
k an
d th
e sa
nd o
r ag
greg
ate
back
fill
that
may
be
requ
ired
to
mee
t re
gula
tory
req
uire
men
ts f
or b
ackf
illin
g ab
ando
ned
sept
ic t
anks
.
If t
he r
emov
al o
f se
ptic
tan
ks is
not
sho
wn
to b
e re
quir
ed o
n th
e pl
ans,
and
the
tan
ks a
re
requ
ired
to
be r
emov
ed b
y th
e En
gine
er,
paym
ent
for
the
rem
oval
will
be
mad
e as
Ext
ra W
ork
in
acco
rdan
ce w
ith
the
requ
irem
ents
giv
en in
Art
icle
109
.04.
(c
) RE
LOCA
TIO
N O
F ST
RUCT
URE
S.
1. G
ENER
AL.
N
o st
ruct
ure
unde
r th
is c
lass
ific
atio
n sh
all
be r
eloc
ated
unt
il it
has
bee
n in
spec
ted
by t
he
Engi
neer
in
com
pany
wit
h th
e Co
ntra
ctor
and
the
ow
ners
and
/or
less
ees
and
its
actu
al c
ondi
tion
de
term
ined
. An
item
ized
wri
tten
rep
ort
of t
he c
ondi
tion
of
the
stru
ctur
e at
the
tim
e of
suc
h in
spec
tion
sh
all
be p
repa
red
by t
he C
ontr
acto
r an
d si
gned
by
the
Engi
neer
, Co
ntra
ctor
, ow
ners
and
/or
less
ees
and
a co
py g
iven
to
all
part
ies
conc
erne
d. P
hoto
grap
hs,
from
neg
ativ
es,
not
less
tha
n 4
inch
es {
100
mm
} by
5
inch
es {
125
mm
} in
siz
e sh
all
be m
ade
of t
he s
truc
ture
as
dire
cted
by
the
Engi
neer
. Pr
ints
of
the
phot
ogra
phs
shal
l be
att
ache
d to
and
bec
ome
a pa
rt o
f ea
ch c
opy
of t
he r
epor
t be
fore
the
rep
ort
is
sign
ed.
Onc
e a
Cont
ract
or b
egin
s m
ovin
g a
stru
ctur
e, h
e sh
all
vigo
rous
ly a
nd c
onti
nuou
sly
pros
ecut
e it
s m
ovin
g an
d re
-est
ablis
hmen
t in
suc
h a
man
ner
that
the
ow
ner
or l
esse
e w
ill b
e in
conv
enie
nced
the
sh
orte
st t
ime
poss
ible
. If
the
wor
k is
not
exp
edit
ed,
the
Engi
neer
may
ord
er a
ll w
ork
stop
ped
or
wit
hhol
d es
tim
ates
unt
il th
e w
ork
on t
he s
truc
ture
in q
uest
ion
is s
atis
fact
orily
com
plet
ed.
St
ruct
ures
tha
t ar
e m
oved
to
new
loc
atio
ns o
r el
evat
ions
sha
ll be
set
upo
n su
bsta
ntia
l fo
unda
tion
s co
nfor
min
g to
the
new
ele
vati
ons
and
site
s. S
ound
mat
eria
ls s
alva
ged
from
the
sam
e un
it
may
be
used
, su
pple
men
ted
by n
eces
sary
new
mat
eria
ls s
imila
r to
tho
se i
n th
e ex
isti
ng f
ound
atio
ns.
Any
dam
age
or i
njur
y oc
casi
oned
by
mov
ing
shal
l be
rep
aire
d by
the
Con
trac
tor
wit
hout
add
itio
nal
com
pens
atio
n.
Ce
rtai
n st
ruct
ures
may
be
desi
gnat
ed t
o be
cut
off
and
re-
esta
blis
hed
at t
he r
ight
of
way
lin
e. C
are
shal
l be
tak
en t
o av
oid
dam
age
to t
he r
emai
nder
of
the
stru
ctur
e an
d an
y da
mag
e th
eret
o sh
all
be r
epai
red
by t
he C
ontr
acto
r w
itho
ut a
ddit
iona
l co
mpe
nsat
ion.
The
cut
off
port
ion
of t
he b
uild
ing
outs
ide
the
righ
t of
way
sha
ll be
bra
ced
and
refa
ced
alon
g th
e ri
ght
of w
ay l
ine
as d
irec
ted,
usi
ng n
ew
or s
uita
ble
mat
eria
ls s
alva
ged
from
the
sam
e un
it.
Th
e cl
osur
e of
a s
epti
c ta
nk s
hall
be d
one
in a
ccor
danc
e w
ith
the
requ
irem
ents
giv
en f
or
"Rem
oval
of
Stru
ctur
es".
Esta
blis
hed
shru
bs a
nd l
awns
, al
ong
wit
h de
sign
ated
tre
es,
are
cons
ider
ed a
par
t of
a
stru
ctur
e re
loca
tion
, he
nce,
the
y sh
all
be e
ithe
r tr
ansp
lant
ed o
r re
plac
ed i
n ki
nd.
Tran
spla
ntin
g pr
oced
ures
sha
ll be
con
sist
ent
wit
h de
tails
not
ed i
n th
ese
spec
ific
atio
ns f
or t
rans
plan
ting
tre
es a
nd
shru
bs a
nd f
or g
rass
ing
wor
k.
2. S
TRU
CTU
RE R
ELEA
SE.
St
ruct
ures
and
app
urte
nanc
es s
hall
not
be c
onsi
dere
d sa
tisf
acto
rily
rel
ocat
ed u
ntil
the
Cont
ract
or h
as f
urni
shed
the
Eng
inee
r w
ith
a re
leas
e fr
om t
he o
wne
rs a
nd l
esse
es (
if a
pplic
able
) pr
epar
ed o
n th
e fo
rm p
resc
ribe
d by
the
Dep
artm
ent
for
the
purp
ose.
Thi
s re
leas
e fr
om t
he o
wne
rs a
nd
the
less
ees
shal
l no
t pr
eclu
de t
he E
ngin
eer
from
ins
pect
ing
the
mov
ed s
truc
ture
and
req
uiri
ng a
ny
corr
ecti
ve w
ork
to b
e do
ne t
hat
he c
onsi
ders
nec
essa
ry.
No
disp
osit
ion
or m
odif
icat
ion
of t
he s
truc
ture
, ot
her
than
tha
t sh
own
on t
he p
lans
, w
ill b
e m
ade
by a
ny a
gree
men
t be
twee
n th
e Co
ntra
ctor
and
ow
ner
wit
hout
the
pri
or w
ritt
en a
ppro
val o
f th
e En
gine
er.
If
the
ow
ners
or
less
ees
of a
ny s
truc
ture
ref
use
to e
xecu
te a
rel
ease
for
the
Con
trac
tor
and,
if
afte
r in
spec
tion
, th
e En
gine
er d
eter
min
es t
hat
the
Cont
ract
or h
as d
one
all
that
cou
ld b
e re
ason
ably
exp
ecte
d to
be
done
to
affe
ct a
sat
isfa
ctor
y re
mov
al a
nd r
e-es
tabl
ishm
ent
of t
he s
truc
ture
, th
e En
gine
er m
ay c
erti
fy s
uch
upon
the
Dep
artm
ent's
for
m,
whi
ch w
ill b
e su
ffic
ient
to
rele
ase
mon
ies
due
to t
he C
ontr
acto
r; h
owev
er,
such
cer
tifi
cati
on a
nd r
elea
se o
f m
onie
s to
the
Con
trac
tor
will
in
no
way
be
cons
true
d as
a r
elea
se o
f th
e lia
bilit
y or
res
pons
ibili
ty o
f th
e Co
ntra
ctor
und
er S
ubar
ticl
e 10
7.14
(a),
but
sha
ll be
a r
elea
se o
nly
for
the
purp
ose
of r
elea
sing
mon
ies
to t
he C
ontr
acto
r.
(d
) D
ISPO
SAL
OF
DEB
RIS
AND
CLE
ANU
P O
F SI
TE A
FTER
REM
OVA
L AN
D R
ELO
CATI
ON
.
D
ispo
sal
of d
ebri
s an
d m
ater
ials
not
allo
wed
for
reu
se s
hall
be d
one
in a
ccor
danc
e w
ith
the
requ
irem
ents
for
dis
posa
l gi
ven
in S
ubar
ticl
e 20
1.03
(d).
Aft
er t
he r
emov
al o
f a
stru
ctur
e ha
s be
en
com
plet
ed t
he C
ontr
acto
r sh
all
grad
e th
e ar
ea o
f re
mov
al t
o pr
oduc
e a
stab
le u
nifo
rm g
roun
d su
rfac
e.
Whe
n cl
eari
ng a
nd g
rubb
ing
is n
ot a
par
t of
the
con
trac
t, t
he C
ontr
acto
r sh
all
obta
in a
ppro
val
from
the
En
gine
er t
o cu
t tr
ees
that
inte
rfer
e w
ith
stru
ctur
e re
mov
al o
r re
loca
tion
.
If a
llow
ed b
y th
e En
gine
er,
ston
e, b
rick
s, b
roke
n co
ncre
te,
conc
rete
blo
cks,
and
con
cret
e m
ason
ry o
f al
l typ
es m
ay b
e us
ed t
o fi
ll lo
w a
reas
, ba
sem
ents
, an
d ot
her
depr
essi
ons
exce
pt a
band
oned
se
ptic
tan
ks.
SECT
ION
206
REM
OVA
L O
F M
ISCE
LLA
NEO
US
EXIS
TIN
G D
RAIN
AG
E A
ND
OTH
ER
FACI
LITI
ES
206.
04 D
ispo
sal o
f M
ater
ials
.
(a)
DES
IGN
ATED
SAL
VABL
E M
ATER
IALS
.
1.
W
here
des
igna
ted
on t
he p
lans
or
in t
he p
ropo
sal
to b
e sa
lvag
ed,
all
soun
d m
ater
ials
ha
ving
sal
vage
val
ue s
hall
be c
aref
ully
rem
oved
wit
hout
und
ue s
plit
ting
or
brea
kage
and
all
bolt
s, n
ails
, et
c. s
hall
be r
emov
ed t
here
from
. Th
e us
e of
equ
ipm
ent
or f
acili
ties
whi
ch m
ight
dam
age
mem
bers
or
port
ions
of
the
stru
ctur
e to
be
salv
aged
will
not
be
perm
itte
d. T
he C
ontr
acto
r w
ill b
e he
ld r
espo
nsib
le
for
any
dam
age
due
to h
is n
eglig
ence
in
rem
ovin
g sa
lvag
eabl
e m
ater
ials
, an
d a
sum
, fi
xed
by t
he
Engi
neer
as
the
valu
e of
the
mat
eria
l so
dam
aged
sha
ll be
ded
ucte
d fr
om t
he C
ontr
acto
r's e
stim
ate.
No
salv
aged
mat
eria
l sh
all
be u
sed
in t
he c
onst
ruct
ion
of t
he n
ew w
ork,
exc
ept
whe
re s
o pr
ovid
ed o
n th
e pl
ans
or in
the
pro
posa
l, T
he C
ontr
acto
r sh
all
not
mak
e te
mpo
rary
use
of
any
mat
eria
ls
or p
arts
fro
m o
ld s
truc
ture
s w
itho
ut t
he w
ritt
en p
erm
issi
on o
f th
e En
gine
er,
and
any
mat
eria
ls a
nd
part
s so
use
d sh
all
be l
eft
at a
des
igna
ted
poin
t at
the
sam
e si
te a
nd i
n su
bsta
ntia
lly t
he s
ame
cond
itio
n in
whi
ch t
hey
wer
e re
mov
ed f
rom
the
old
str
uctu
re.
2.
Stru
ctur
al s
teel
, ti
mbe
r, o
r ot
her
salv
able
mat
eria
ls r
emov
ed f
rom
old
str
uctu
res,
unl
ess
othe
rwis
e sp
ecif
ied
or d
irec
ted,
sha
ll be
sto
red
in a
nea
t an
d pr
esen
tabl
e m
anne
r on
blo
ckin
g at
de
sign
ated
loc
atio
ns w
ithi
n th
e ri
ght
of w
ay.
Stru
ctur
es o
r po
rtio
ns t
here
of w
hich
are
spe
cifi
ed o
n th
e pl
ans
or in
the
pro
posa
l to
be s
alva
ged
for
reer
ecti
on s
hall
be s
tore
d in
sep
arat
e pi
les.
Spec
ial
atte
ntio
n is
dir
ecte
d to
han
dlin
g of
sal
vage
d br
idge
mat
eria
ls i
n th
at s
teel
su
pers
truc
ture
s an
d fr
ames
, un
less
oth
erw
ise
prov
ided
, sh
all
be m
atch
mar
ked
and
dism
antl
ed i
n an
ap
prov
ed w
orkm
anlik
e m
anne
r an
d re
mov
ed c
aref
ully
so
as t
o av
oid
dam
age.
3.
G
uard
rail
desi
gnat
ed f
or s
alva
ge s
hall
be c
aref
ully
dis
man
tled
in
cond
itio
n fo
r re
erec
tion
an
d ra
il, c
able
, ha
rdw
are,
and
pos
ts s
tore
d as
dir
ecte
d at
acc
essi
ble
poin
ts f
or r
emov
al.
Cabl
e sh
all
be
rolle
d or
spo
oled
in s
uita
ble
cond
itio
n fo
r ha
ulin
g.
(b
) U
ND
ESIG
NAT
ED M
ATER
IALS
.
W
hen
the
plan
s or
pro
posa
l do
not
pro
vide
for
the
sal
vagi
ng o
f m
ater
ials
fro
m e
xist
ing
road
way
or
brid
ge s
truc
ture
s de
sign
ated
for
rem
oval
, al
l m
ater
ials
fro
m s
uch
beco
me
the
prop
erty
of
the
Cont
ract
or t
o be
rem
oved
or
disp
osed
of
by m
etho
ds o
f hi
s se
lect
ion
prov
ided
suc
h do
es n
ot
conf
lict
wit
h ot
her
requ
irem
ents
of
the
spec
ific
atio
ns o
r w
ill d
amag
e an
y ex
isti
ng w
ork
or f
acili
ties
to
be in
corp
orat
ed in
to t
he w
ork.
(c
) D
ISPO
SAL
OF
MAT
ERIA
LS O
FF T
HE
RIG
HT
OF
WAY
.
M
ater
ial
and
debr
is
rem
oved
fr
om
the
righ
t of
w
ay
shal
l be
di
spos
ed
of
in
a m
anne
r ac
cept
able
to
the
Engi
neer
. In
disc
rim
inat
e du
mpi
ng o
f th
ese
mat
eria
ls o
n ab
utti
ng p
rope
rty
wit
h or
w
itho
ut t
he o
wne
rs c
onse
nt w
ill n
ot b
e co
nsid
ered
sat
isfa
ctor
y di
spos
al.
The
Cont
ract
or m
ust
com
ply
wit
h al
l lo
cal,
Sta
te a
nd F
eder
al l
aws
and
ordi
nanc
es p
erta
inin
g to
the
typ
e m
ater
ial
bein
g di
spos
ed o
f an
d se
cure
and
sub
mit
wri
tten
per
mis
sion
fro
m t
he p
rope
rty
owne
r fo
r an
y di
spos
al a
rea.
In a
ddit
ion
he
shal
l in
clud
e in
the
dis
posa
l pl
an a
n ac
cept
able
pla
n fo
r tr
eatm
ent
of t
he a
rea
so a
s no
t to
pre
sent
an
unsi
ghtl
y ap
pear
ance
, cr
eate
a
publ
ic
nuis
ance
or
in
cur
futu
re
mai
nten
ance
pr
oble
ms
for
the
Dep
artm
ent.
SECT
ION
210
EXCA
VATI
ON
AN
D E
MBA
NKM
ENT
210.
03 C
onst
ruct
ion
Requ
irem
ents
.
(a)
GEN
ERAL
.
Pr
ior
to b
egin
ning
exc
avat
ion
and
emba
nkm
ent
oper
atio
ns in
any
are
a, a
ll ne
cess
ary
clea
ring
an
d gr
ubbi
ng o
f th
e ar
ea s
hall
have
bee
n pe
rfor
med
in a
ccor
danc
e w
ith
the
prov
isio
ns o
f Se
ctio
n 20
1,
Clea
ring
and
Gru
bbin
g.
Gra
ding
ope
rati
ons
shou
ld c
omm
ence
as
soon
as
poss
ible
aft
er t
he b
egin
ning
of
the
clea
ring
and
gru
bbin
g op
erat
ions
. O
nce
grad
ing
oper
atio
ns b
egin
, th
e w
ork
shal
l be
con
tinu
ous
tow
ards
com
plet
ing
exca
vati
on a
nd e
mba
nkm
ent
unle
ss a
ppro
ved
othe
rwis
e in
wri
ting
by
the
Engi
neer
.
Expo
sed
erod
ible
cut
s sh
all
be f
inal
dre
ssed
, to
psoi
l sh
all
be p
lace
d, a
nd t
he g
roun
d su
rfac
e sh
all
be
stab
ilize
d w
ith
mul
ch a
nd p
erm
anen
t se
edin
g. T
he m
ulch
and
per
man
ent
seed
ing
shal
l be
pla
ced
in
vert
ical
inc
rem
ents
not
exc
eedi
ng 2
0 fe
et {
6 m
} as
the
wor
k pr
ogre
sses
. Em
bank
men
ts s
hall
be
cons
truc
ted
wit
h te
mpo
rary
ear
th b
erm
s to
div
ert
runo
ff t
o cu
t sl
opes
or
tem
pora
ry p
ipe
as t
he w
ork
prog
ress
es.
Fina
l gr
adin
g an
d pe
rman
ent
stab
iliza
tion
mea
sure
s sh
all
be i
niti
ated
for
cut
slo
pes
wit
hin
48 h
ours
of
mee
ting
the
lim
its
of v
erti
cal
grad
ing
incr
emen
ts o
r up
on s
uspe
nsio
n or
com
plet
ion
of
grad
ing
oper
atio
ns i
n a
give
n ar
ea.
Fina
l gr
adin
g an
d pe
rman
ent
stab
iliza
tion
of
emba
nkm
ents
sha
ll be
in
itia
ted
wit
hin
48 h
ours
of
reac
hing
sub
grad
e.
Spec
ial
atte
ntio
n is
dir
ecte
d to
the
req
uire
men
ts g
iven
in
Sect
ion
665
and
Sect
ions
651
th
roug
h 65
9 pe
rtai
ning
to
the
esta
blis
hmen
t of
tem
pora
ry a
nd p
erm
anen
t er
osio
n an
d se
dim
ent
cont
rol
mea
sure
s.
Th
e ex
cava
tion
and
em
bank
men
t fo
r th
e w
ork
shal
l be
con
stru
cted
and
mai
ntai
ned
so a
s to
pr
oper
ly d
rain
and
hav
e re
ason
ably
sm
ooth
and
uni
form
sur
face
s. T
he f
inal
sub
grad
e el
evat
ion
and
sect
ion
of b
oth
cuts
and
fill
s sh
all
be i
n re
ason
ably
clo
se c
onfo
rmit
y to
tha
t sp
ecif
ied
by t
he p
lans
or
dire
cted
(i.
e. p
lus
or m
inus
1 i
nch
{25
mm
} fr
om t
he d
esig
nate
d gr
ade
and
slop
e el
evat
ions
). N
o m
ater
ial
shal
l be
w
aste
d w
itho
ut
perm
issi
on
of
the
Engi
neer
. Ex
cava
tion
op
erat
ions
sh
all
be
so
cond
ucte
d th
at m
ater
ial o
utsi
de o
f th
e lim
its
of t
he s
lope
s w
ill n
ot b
e di
stur
bed.
Ch
oice
of
equi
pmen
t to
per
form
the
wor
k sh
all
be t
hat
of t
he C
ontr
acto
r. T
he t
ype
and
num
ber
of u
nits
sha
ll be
suc
h as
to
perf
orm
the
exc
avat
ion
and
emba
nkm
ent
oper
atio
ns i
n co
nfor
mit
y w
ith
thes
e sp
ecif
icat
ions
and
sec
ure
the
dens
ity
spec
ifie
d. S
uppl
emen
tal
equi
pmen
t sh
all
be f
urni
shed
as
nec
essa
ry t
o ke
ep t
he w
ork
prop
erly
sha
ped.
W
hen
the
Cont
ract
or's
exca
vati
on o
pera
tion
s en
coun
ter
arti
fact
s of
his
tori
cal
or a
rche
olog
ical
si
gnif
ican
ce,
the
oper
atio
ns s
hall
be t
empo
rari
ly d
isco
ntin
ued.
Whe
n di
rect
ed b
y th
e En
gine
er,
the
Cont
ract
or s
hall
exca
vate
the
sit
e in
suc
h a
man
ner
as t
o pr
eser
ve t
he a
rtif
acts
enc
ount
ered
and
allo
w
for
thei
r re
mov
al.
Such
exc
avat
ion,
unl
ess
othe
rwis
e pr
ovid
ed,
will
be
cons
ider
ed a
nd p
aid
for
as e
xtra
w
ork.
W
here
por
tion
s of
exi
stin
g pa
vem
ent
are
to r
emai
n an
d jo
in t
he s
urfa
ce o
f th
e ne
w w
ork,
th
ey s
hall
be c
ut t
o a
neat
lin
e w
ith
a ve
rtic
al f
ace
usin
g sa
ws
or o
ther
equ
ipm
ent
that
will
not
dam
age
the
reta
ined
por
tion
of
the
wor
k.
(b
) RO
ADW
AY E
XCAV
ATIO
N.
2. R
EMO
VAL
OF
TOPS
OIL
.
Tops
oil
wit
hin
the
cons
truc
tion
lim
its
shal
l be
rem
oved
in
the
area
s an
d to
the
dep
th a
s di
rect
ed b
y th
e En
gine
er.
Tops
oil
may
inc
lude
sod
, bu
t no
t ta
ll ve
geta
tion
or
othe
r de
bris
, an
d sh
all
be
kept
fre
e fr
om s
ubso
il. I
t sh
all
be s
tock
pile
d in
app
rove
d lo
cati
ons
wit
h ea
ch s
tock
pile
not
les
s th
an
4 fe
et {
1.2
m}
high
, an
d co
ntai
ning
not
les
s th
an 2
00 h
undr
ed c
ubic
yar
ds {
150
m³}
. Ea
ch s
tock
pile
sha
ll be
sha
ped
as n
eces
sary
to
perm
it a
ccur
ate
cros
s se
ctio
ns.
The
wor
k of
rem
oval
and
sto
ckpi
ling
of
tops
oil w
ill b
e pa
id f
or a
s U
ncla
ssif
ied
Exca
vati
on.
Te
mpo
rary
or
perm
anen
t se
edin
g, m
ulch
ing
and
othe
r er
osio
n co
ntro
l m
easu
res
shal
l be
ap
plie
d as
dir
ecte
d by
the
Eng
inee
r an
d w
ill b
e pa
id f
or u
nder
the
app
ropr
iate
item
s of
wor
k.
SECT
ION
250
RE
MO
VAL
OF
UN
DER
GRO
UN
D S
TORA
GE
TAN
KS A
ND
CO
NTA
MIN
ATE
D S
OIL
250.
03 C
onst
ruct
ion
Requ
irem
ents
.
(a)
REG
ULA
TORY
REQ
UIR
EMEN
TS A
ND
PER
MIT
S.
All w
ork
shal
l be
in c
onfo
rman
ce w
ith
the
rule
s an
d re
gula
tion
s of
the
Ala
bam
a D
epar
tmen
t of
En
viro
nmen
tal
Man
agem
ent
(AD
EM),
the
Env
iron
men
tal
Prot
ecti
on A
genc
y (E
PA),
and
the
Occ
upat
iona
l Sa
fety
and
Hea
lth
Adm
inis
trat
ion
(OSH
A).
Fo
r th
e pu
rpos
es o
f co
nduc
ting
wor
k fo
r th
e AL
DO
T, t
he t
erm
"G
ener
ator
" sh
all
be d
efin
ed a
s an
y pe
rson
who
uti
lizes
any
pro
cess
tha
t re
sult
s in
the
pro
duct
ion
of a
sol
id w
aste
. Th
e Co
ntra
ctor
, no
t th
e En
gine
er,
will
be
resp
onsi
ble
for
sign
ing
all r
egul
ator
y do
cum
enta
tion
as
the
"Gen
erat
or".
If c
onta
min
ated
mat
eria
l is
tra
nspo
rted
to
or t
hrou
gh a
noth
er s
tate
, w
ork
perf
orm
ed i
n th
at
stat
e sh
all b
e in
con
form
ance
wit
h an
y ap
plic
able
reg
ulat
ory
requ
irem
ents
in t
he s
tate
invo
lved
.
Th
e Co
ntra
ctor
sha
ll ob
tain
all
perm
its
that
may
be
requ
ired
for
the
han
dlin
g, h
aulin
g an
d di
spos
al o
f th
e pe
trol
eum
hyd
roca
rbon
liqu
ids
and
slud
ge a
nd c
onta
min
ated
soi
l.
(b
) CO
NTR
ACTO
R'S
NO
TIFI
CATI
ON
OF
SCH
EDU
LE T
O R
EMO
VE U
STs.
Th
e Co
ntra
ctor
sha
ll no
tify
AD
EM a
t le
ast
30 c
alen
dar
days
bef
ore
begi
nnin
g th
e ex
cava
tion
w
ork
to r
emov
e a
UST
. Th
e Co
ntra
ctor
sha
ll al
so p
rovi
de t
he E
ngin
eer
wit
h a
copy
of
the
noti
fica
tion
an
d an
y ac
know
ledg
emen
ts o
f th
e no
tifi
cati
on r
etur
ned
by A
DEM
. A
t le
ast
7 ca
lend
ar d
ays
in a
dvan
ce
of
exca
vati
on
and
rem
oval
, th
e co
ntra
ctor
sh
all
noti
fy
the
Engi
neer
to
in
sure
th
at
appr
opri
ate
pers
onne
l ar
e on
sit
e to
obt
ain
sam
ples
and
dat
a as
nec
essa
ry f
or t
he v
erif
icat
ion
test
ing.
The
ALD
OT
will
do
all s
ite
asse
ssm
ent
and
veri
fica
tion
tes
ting
.
(c
) RE
MO
VAL
AND
DIS
POSA
L O
F U
ST A
ND
EXC
AVAT
ION
PIT
CO
NTE
NTS
.
The
Cont
ract
or s
hall
rem
ove
liqui
ds a
nd s
ludg
es f
rom
a U
ST b
y pu
mpi
ng t
hese
mat
eria
ls o
ut o
f th
e U
ST
befo
re
it i
s re
mov
ed
from
th
e gr
ound
. U
STs
may
co
ntai
n di
ffer
ent
type
s of
pe
trol
eum
hy
droc
arbo
ns (
gaso
line,
die
sel,
slu
dge,
oil,
etc
.).
Smal
l am
ount
s of
liq
uids
and
slu
dges
tha
t ca
nnot
be
pum
ped
from
a U
ST a
nd c
anno
t be
rem
oved
fro
m t
he a
ppur
tena
nces
to
the
UST
(di
stri
buti
on l
ines
, pu
mp
lines
, et
c.)
shal
l be
col
lect
ed a
fter
the
rem
oval
of
the
UST
. L
eaka
ge f
rom
the
UST
ont
o th
e su
rrou
ndin
g so
il sh
all
be a
void
ed b
y pr
oper
ly p
umpi
ng t
he c
onte
nts
of t
he U
ST i
nto
perm
itte
d tr
ansp
ort
vehi
cles
. An
y liq
uids
or
slud
ges
asso
ciat
ed w
ith
the
UST
sys
tem
tha
t ar
e pr
esen
t or
rel
ease
d in
to t
he
exca
vate
d pi
t sh
all b
e re
mov
ed a
nd d
ispo
sed.
Th
e liq
uids
and
slu
dges
sha
ll be
rem
oved
in
acco
rdan
ce w
ith
the
requ
irem
ents
giv
en i
n th
e N
atio
nal
Fire
Pro
tect
ion
Asso
ciat
ion
Flam
mab
le a
nd C
ombu
stib
le L
iqui
ds C
ode
(NFP
A-30
) an
d AD
EM
requ
irem
ents
.
Th
e Co
ntra
ctor
sha
ll di
spos
e th
e liq
uids
, sl
udge
s an
d ot
her
mat
eria
ls r
emov
ed f
rom
the
UST
s an
d th
e m
ater
ials
col
lect
ed f
rom
the
app
urte
nanc
es t
o th
e U
STs.
The
Con
trac
tor
shal
l fu
rnis
h th
e En
gine
er w
ith
a co
py o
f th
e do
cum
enta
tion
of
the
disp
osal
(di
spos
al r
ecei
pts,
man
ifes
ts,
wei
ght
tick
ets,
et
c.).
(d
) EX
CAVA
TIO
N O
F PO
TEN
TIAL
LY C
ON
TAM
INAT
ED S
OIL
.
Th
e Co
ntra
ctor
sha
ll ex
cava
te t
he p
oten
tial
ly c
onta
min
ated
soi
l to
the
ext
ent
desi
gnat
ed b
y th
e En
gine
er.
The
Co
ntra
ctor
sh
all
furn
ish,
in
stal
l an
d m
aint
ain
all
haza
rd
war
ning
m
arki
ngs
and
devi
ces
at t
he a
reas
of
exca
vati
on t
hat
may
be
requ
ired
by
regu
lati
on.
Th
e so
il sh
all
be p
lace
d in
sep
arat
e lo
ads
for
test
ing.
A t
ypic
al l
oad
for
test
ing
shal
l no
t be
gr
eate
r th
an 2
0 cu
bic
yard
s {1
5 cu
bic
met
ers}
, bu
t m
ay b
e a
larg
er o
r sm
alle
r lo
ad t
hat
the
Engi
neer
de
sign
ates
as
bein
g ac
cept
able
for
tes
ting
.
Lo
ads
shal
l be
kep
t se
para
te t
o m
aint
ain
the
inte
grit
y of
the
tes
ting
and
dis
posa
l. L
oads
sha
ll be
iso
late
d by
pla
stic
she
etin
g (m
inim
um t
hick
ness
6 m
ils)
or b
y be
ing
plac
ed i
n ho
ldin
g bi
ns o
r ot
her
cont
aine
rs t
o pr
even
t fu
rthe
r co
ntam
inat
ion.
The
sto
ckpi
led
mat
eria
l sh
all
be p
lace
d so
tha
t so
ils a
re
not
rele
ased
into
the
sur
roun
ding
env
iron
men
t by
ero
sion
.
Af
ter
the
resu
lts
from
the
ver
ific
atio
n te
stin
g ha
ve b
een
obta
ined
, th
e En
gine
er w
ill i
nfor
m
the
Cont
ract
or o
f w
hat
shou
ld b
e do
ne w
ith
the
soil.
If
the
Engi
neer
det
erm
ines
tha
t th
e le
vel
of
cont
amin
atio
n do
es n
ot w
arra
nt t
he d
ispo
sal
of t
he s
oil
as c
onta
min
ated
soi
l, i
t sh
all
be i
ncor
pora
ted
into
the
ear
thw
ork
or s
hall
be d
ispo
sed
by t
he C
ontr
acto
r in
acc
orda
nce
wit
h th
e re
quir
emen
ts g
iven
in
Sect
ion
210.
���
Cont
amin
ated
soi
l sha
ll be
kep
t se
para
te f
rom
soi
l tha
t is
not
con
tam
inat
ed.
(e
) RE
MO
VAL
AND
DIS
POSA
L O
F U
STs.
U
STs
shal
l be
rem
oved
aft
er t
he l
iqui
ds a
nd s
ludg
es h
ave
been
rem
oved
fro
m t
he U
STs
and
the
appu
rten
ance
s to
the
UST
s. U
STs
and
conn
ecti
ons
shal
l be
com
plet
ely
empt
y pr
ior
to d
ispo
sal.
All
lines
(pr
oduc
t lin
es,
vent
lin
es,
etc.
), c
onne
ctio
ns a
nd o
ther
app
urte
nanc
es s
hall
be r
emov
ed.
The
met
hod
of U
ST d
ispo
sal
shal
l be
sub
mit
ted
to t
he E
ngin
eer
for
appr
oval
. Th
e Co
ntra
ctor
sha
ll fu
rnis
h th
e En
gine
er w
ith
a co
py o
f th
e do
cum
enta
tion
of
the
disp
osal
of
the
UST
and
app
urte
nanc
es (
disp
osal
re
ceip
ts,
man
ifes
ts,
wei
ght
tick
ets,
etc
.).
(f
) D
ISPO
SAL
OF
CON
TAM
INAT
ED S
OIL
.
Th
e Co
ntra
ctor
sha
ll de
liver
the
con
tam
inat
ed s
oil
to a
dis
posa
l si
te (
land
fill,
inc
iner
ator
, et
c.)
that
mee
ts a
ll re
gula
tory
req
uire
men
ts f
or t
he d
ispo
sal
of t
he c
onta
min
ated
soi
l. D
ocum
enta
tion
(r
ecei
pts,
man
ifes
ts,
mas
s ti
cket
s, e
tc.)
of
the
deliv
ery
shal
l be
prov
ided
to
the
Engi
neer
.
Co
ntam
inat
ed s
oil
shal
l no
t be
tre
ated
on
site
pri
or t
o di
spos
al a
nd s
hall
not
be r
emov
ed t
o an
alt
erna
te s
ite
for
rem
edia
tion
pri
or t
o di
spos
al.
(g
) BA
CKFI
LL.
Back
filli
ng t
he e
xcav
ated
are
as w
ill n
ot b
e pe
rmit
ted
unti
l au
thor
ized
by
the
Engi
neer
. Ba
ckfi
ll w
ithi
n th
e lim
its
of t
he r
oadw
ay s
hall
be i
n co
nfor
man
ce w
ith
the
requ
irem
ents
giv
en i
n Se
ctio
n 21
0. A
ll ot
her
back
fill
shal
l be
pla
ced,
tam
ped
and
com
pact
ed t
o th
e co
nsis
tenc
y of
the
su
rrou
ndin
g m
ater
ial.
Bac
kfill
sha
ll be
com
pact
able
soi
l of
an a
ccep
tabl
e qu
alit
y.
SECT
ION
521
STEE
L BR
IDG
E CO
ATI
NG
521.
04 B
last
Cle
anin
g, M
echa
nica
l Cle
anin
g an
d Su
rfac
e Ro
ughn
ess.
(a)
POTE
NTI
AL H
AZAR
DO
US
WAS
TE F
ROM
CLE
ANIN
G E
XIST
ING
STE
EL S
URF
ACES
.
Ex
isti
ng c
oati
ngs
will
be
test
ed f
or p
oten
tial
haz
ardo
us m
ater
ials
. Th
e re
sult
s of
thi
s te
stin
g w
ill b
e pr
ovid
ed t
o po
tent
ial
bidd
ers
by p
lan
note
s or
oth
er s
uppl
emen
tary
doc
umen
tati
on t
hat
will
be
incl
uded
in
the
bidd
ing
prop
osal
. Al
l cl
eani
ng w
aste
(bl
ast
was
te,
mec
hani
cal
clea
ning
was
te,
etc.
) sh
all
be
hand
led
as
haza
rdou
s w
aste
un
til
appr
opri
ate
test
ing
(Tox
icit
y Ch
arac
teri
stic
Le
achi
ng
Proc
edur
e TC
LP,
EPA
Test
Met
hod
1311
tes
t gi
ven
in t
he E
PA m
anua
l SW
-846
) ha
s be
en c
ondu
cted
and
a
dete
rmin
atio
n ha
s be
en m
ade
to t
he c
ontr
ary.
Th
e Co
ntra
ctor
sha
ll be
ful
ly r
espo
nsib
le f
or a
ll ex
pens
es t
hat
may
be
due
to t
he h
andl
ing
and
disp
osal
of
haza
rdou
s w
aste
tha
t is
gen
erat
ed f
rom
cle
anin
g ex
isti
ng s
teel
bri
dge
surf
aces
.
(b
) BL
AST
CLEA
NIN
G S
URF
ACE
PREP
ARAT
ION
FO
R CO
ATIN
G S
YSTE
MS
1 AN
D 2
.
U
nles
s no
ted
othe
rwis
e on
the
pla
ns,
the
surf
aces
tha
t ar
e to
be
coat
ed w
ith
Coat
ing
Syst
em
1 sh
all
be b
last
cle
aned
to
conf
orm
to
the
requ
irem
ents
giv
en i
n St
eel
Stru
ctur
es P
aint
ing
Coun
cil
Spec
ific
atio
n SS
PC-S
P 10
"N
ear-
Whi
te B
last
Cle
anin
g".
Unl
ess
note
d ot
herw
ise
on t
he p
lans
, th
e su
rfac
es t
hat
are
to b
e co
ated
wit
h co
atin
g sy
stem
Sy
stem
2 s
hall
be b
last
cle
aned
to
conf
orm
to
the
requ
irem
ents
giv
en i
n St
eel
Stru
ctur
es P
aint
ing
Coun
cil S
peci
fica
tion
SSP
C-SP
6 "
Com
mer
cial
Bla
st C
lean
ing"
. �������
(c
) M
ECH
ANIC
AL C
LEAN
ING
SU
RFAC
E PR
EPAR
ATIO
N F
OR
COAT
ING
SYS
TEM
3.
Unl
ess
note
d ot
herw
ise
on t
he p
lans
, th
e su
rfac
es t
hat
are
to b
e co
ated
wit
h Co
atin
g Sy
stem
3
shal
l be
pre
pare
d by
han
d or
pow
er t
ool
clea
ning
, w
ater
jet
ting
, or
oth
er m
eans
to
rem
ove
loos
e pa
int
and
loos
e ru
st.
(d
) RE
QU
IRED
SU
RFAC
E RO
UG
HN
ESS
AFTE
R BL
AST
CLEA
NIN
G.
Afte
r bl
ast
clea
ning
, th
e an
chor
pat
tern
sha
ll be
fro
m 2
5 �m
to
75 �
m d
eep
in a
den
se a
nd
unif
orm
pat
tern
of
depr
essi
ons
and
ridg
es,
as d
eter
min
ed b
y us
e of
a p
ress
-o-f
ilm t
ype
tape
and
a
spri
ng m
icro
met
er o
r eq
ual
as a
ppro
ved
by t
he D
epar
tmen
t, f
or a
ll co
atin
g sy
stem
s. T
he p
ress
-o-f
ilm
type
tap
e an
d a
spri
ng m
icro
met
er s
hall
be p
rovi
ded
by t
he C
ontr
acto
r.
521.
05 C
onta
inm
ent
Syst
em f
or R
emov
al o
f Co
atin
g fr
om E
xist
ing
Brid
ge.
Th
e pr
epar
atio
n (b
last
ing
and
fina
l cl
eani
ng)
of s
urfa
ces
for
the
appl
icat
ion
of S
yste
m 1
and
Sy
stem
2 c
oati
ngs
on a
n ex
isti
ng b
ridg
e sh
all
be d
one
in a
con
tain
men
t sy
stem
, un
less
des
igna
ted
othe
rwis
e on
the
pla
ns.
The
prep
arat
ion
of s
urfa
ces
for
the
appl
icat
ion
of S
yste
m 3
coa
ting
s w
ill n
ot
requ
ire
a co
ntai
nmen
t sy
stem
unl
ess
desi
gnat
ed o
ther
wis
e on
the
pla
ns.
The
cont
ainm
ent
syst
em s
hall
cons
ist
of v
erti
cal
(and
hor
izon
tal
if n
eces
sary
) sc
reen
ing
wit
h a
colle
ctio
n/re
cove
ry a
rea
in p
osit
ion
at a
ll ti
mes
tha
t co
atin
g re
mov
al w
ork
is i
n pr
ogre
ss.
Scre
enin
g m
ater
ial
shal
l co
nsis
t of
app
rove
d m
ater
ial
suit
ably
sti
ffen
ed b
y br
acin
g to
for
m a
n as
sem
bly
wit
h su
ffic
ient
str
engt
h to
wit
hsta
nd w
inds
and
adv
erse
wea
ther
con
diti
ons
norm
ally
enc
ount
ered
dur
ing
the
seas
on i
n w
hich
the
wor
k is
per
form
ed.
The
scre
enin
g sh
all
exte
nd t
he f
ull
vert
ical
dis
tanc
e be
twee
n br
idge
ste
el a
nd c
olle
ctio
n ar
ea.
The
cont
ainm
ent
syst
em s
hall
not
caus
e a
haza
rd t
o th
e tr
avel
ing
publ
ic.
The
cont
ainm
ent
syst
em s
hall
be d
esig
ned
to h
ave
air-
mov
ing
equi
pmen
t ca
pabl
e of
:
- m
aint
aini
ng O
SHA
acce
ptab
le a
irbo
rne
conc
entr
atio
ns o
f ha
zard
ous
mat
eria
l;
-
prov
idin
g ad
equa
te w
orke
r vi
sibi
lity;
- pr
even
ting
any
spe
nt m
ater
ial o
r du
st f
rom
leav
ing
the
encl
osur
e an
d;
-
colle
ctin
g th
e m
ater
ial f
or d
ispo
sal.
A
ir q
ualit
y w
ill b
e vi
sual
ly m
onit
ored
by
the
Engi
neer
. An
y du
st o
utsi
de t
he c
onta
inm
ent
stru
ctur
e sh
all b
e ju
stif
icat
ion
for
susp
ensi
on o
f th
e w
ork.
521.
06 C
olle
ctio
n an
d D
ispo
sal o
f Co
atin
g M
ater
ial W
aste
fro
m E
xist
ing
Brid
ge.
Co
atin
g m
ater
ial
and
othe
r de
bris
rem
oved
fro
m a
n ex
isti
ng b
ridg
e sh
all
be c
olle
cted
by
the
Cont
ract
or
in
the
cont
ainm
ent
syst
em.
This
m
ater
ial
shal
l be
st
ored
in
ap
prov
ed
cont
aine
rs
for
subs
eque
nt t
rans
port
atio
n to
an
appr
oved
dis
posa
l si
te.
The
Cont
ract
or s
hall
stor
e an
d di
spos
e of
co
ntam
inat
ed d
ebri
s in
acc
orda
nce
wit
h th
e re
quir
emen
ts o
f th
e AD
EM.
Any
test
ing
requ
ired
by
the
ADEM
to
be p
erfo
rmed
on
the
colle
cted
was
te s
hall
be t
he r
espo
nsib
ility
of
the
Cont
ract
or.
������
Th
e Co
ntra
ctor
sha
ll co
llect
rep
rese
ntat
ive
sam
ples
of
the
was
te,
as g
ener
ated
, in
a s
tora
ge
vess
el.
A c
ompo
site
sam
ple
shal
l be
col
lect
ed f
or e
ach
20 c
ubic
yar
ds {
15 m
³} g
ener
ated
per
bri
dge
site
. Ad
jace
nt d
ual
brid
ges
will
be
cons
ider
ed a
s on
e si
te,
unle
ss n
oted
oth
erw
ise
on t
he p
lans
. A
co
mpo
site
sa
mpl
e sh
all
be
mad
e by
ta
king
se
vera
l sm
all
sam
ples
fr
om
rand
om
loca
tion
s in
th
e co
llect
ed w
aste
. Th
e Co
ntra
ctor
sha
ll ha
ve t
he s
ampl
e te
sted
for
haz
ardo
us m
ater
ials
usi
ng t
he T
oxic
Co
nsti
tuen
ts L
each
ing
Proc
edur
e (T
CLP)
as
spec
ifie
d in
EPA
man
ual
SW-8
46.
Test
res
ults
sha
ll be
su
bmit
ted
to t
he E
ngin
eer
wit
hin
7 da
ys f
rom
the
dat
e th
at t
he r
esul
ts a
re r
ecei
ved
by t
he C
ontr
acto
r.
Was
te w
hich
exc
eeds
any
reg
ulat
ory
thre
shol
d fo
r a
char
acte
rist
ic w
aste
sha
ll be
han
dled
as
a ha
zard
ous
was
te.
The
Cont
ract
or s
hall
be r
espo
nsib
le f
or c
ompl
ying
wit
h al
l ha
zard
ous
was
te r
ules
and
re
gula
tion
s of
the
EPA
and
the
AD
EM i
nclu
ding
, bu
t no
t lim
ited
to,
suc
h th
ings
as
gene
rato
r I.
D.
num
bers
, la
belin
g, m
anif
esti
ng,
etc.
The
was
te s
hall
not
be s
tore
d fo
r ov
er 9
0 da
ys.
It m
ust
be
tran
spor
ted
only
by
a pe
rmit
ted
tran
spor
ter,
and
mus
t be
dis
pose
d of
in a
n au
thor
ized
haz
ardo
us w
aste
fa
cilit
y. N
o tr
eatm
ent
shal
l be
con
duct
ed a
t th
e co
atin
g re
mov
al s
ite.
Any
lan
d ba
n ce
rtif
icat
ions
sha
ll be
the
res
pons
ibili
ty o
f th
e Co
ntra
ctor
. Th
e Co
ntra
ctor
, ac
ting
on
beha
lf o
f th
e D
epar
tmen
t, i
s th
e ge
nera
tor
of t
he w
aste
and
sha
ll si
gn a
ny m
anif
est
or s
imila
r do
cum
ents
as
such
. Th
e Co
ntra
ctor
sha
ll se
cure
the
app
rova
l of
the
Eng
inee
r fo
r th
e tr
ansp
orte
r an
d th
e di
spos
al f
acili
ty a
t le
ast
five
day
s pr
ior
to in
itia
tion
of
a sh
ipm
ent
of w
aste
. Al
l pe
rson
nel
invo
lved
in t
he w
aste
gen
erat
ion
or h
andl
ing
shal
l be
tr
aine
d in
acc
orda
nce
wit
h EP
A/O
SHA
dire
ctiv
es.
The
Con
trac
tor
shal
l re
imbu
rse
the
Dep
artm
ent
for
all
cost
s th
at m
ay b
e in
curr
ed b
y th
e D
epar
tmen
t du
e to
the
fai
lure
of
the
Cont
ract
or i
n co
mpl
ying
w
ith
all
regu
lato
ry r
equi
rem
ents
for
the
con
tain
men
t, c
olle
ctio
n, s
tora
ge a
nd d
ispo
sal
of t
he b
last
w
aste
.
Was
te w
hich
doe
s no
t ex
ceed
the
reg
ulat
ory
thre
shol
d fo
r a
char
acte
rist
ic w
aste
sha
ll be
han
dled
as
an
indu
stri
al s
olid
was
te.
It s
hall
be s
tore
d in
acc
orda
nce
wit
h th
e AD
EM (
Land
Div
isio
n-So
lid W
aste
Br
anch
) di
rect
ives
. D
ispo
sal
shal
l be
in
acco
rdan
ce w
ith
the
ADEM
gui
delin
es a
t an
AD
EM a
ppro
ved
faci
lity.
The
Con
trac
tor
shal
l se
cure
, in
wri
ting
, th
e AD
EM a
utho
riza
tion
for
sai
d di
spos
al.
The
Engi
neer
sh
all b
e gi
ven
a co
py o
f th
e au
thor
izat
ion
upon
rec
eipt
by
the
Cont
ract
or.
If
con
tam
inat
ed m
ater
ial
is t
rans
port
ed t
o or
thr
ough
ano
ther
sta
te,
wor
k pe
rfor
med
in
that
sta
te
shal
l be
in c
onfo
rman
ce w
ith
any
appl
icab
le r
egul
ator
y ag
enci
es in
the
sta
te in
volv
ed.
Co
pies
of
all
requ
ired
reg
ulat
ory
docu
men
tati
on,
incl
udin
g AD
EM F
orm
870
0-12
, sh
all
be d
eliv
ered
to
the
Eng
inee
r at
the
tim
e th
at t
hey
are
subm
itte
d to
the
reg
ulat
ory
agen
cies
. Th
e w
ork
will
not
be
acce
pted
unt
il al
l req
uire
d no
tifi
cati
ons
and
perm
it t
erm
inat
ions
hav
e be
en c
ompl
eted
.
521.
07 S
urfa
ce P
repa
rati
on P
lan
Subm
itta
l for
the
Rem
oval
of
Exis
ting
Coa
ting
s.
Pr
ior
to b
egin
ning
the
wor
k of
rem
ovin
g co
atin
gs f
rom
exi
stin
g br
idge
s, t
he C
ontr
acto
r sh
all s
ubm
it
a Su
rfac
e Pr
epar
atio
n Pl
an f
or r
evie
w a
nd d
istr
ibut
ion
by t
he C
onst
ruct
ion
Engi
neer
. Co
pies
of
the
plan
sh
all
be s
ubm
itte
d as
Wor
king
Dra
win
gs i
n ac
cord
ance
wit
h th
e re
quir
emen
ts g
iven
in
Sect
ion
105.
The
Co
ntra
ctor
will
not
be
requ
ired
to
have
the
pla
n st
ampe
d an
d si
gned
by
a Li
cens
ed P
rofe
ssio
nal
Engi
neer
unl
ess
the
prep
arat
ion
of d
etai
ls s
how
n on
the
pla
n (f
or e
xam
ple
tem
pora
ry s
truc
tura
l su
ppor
ts)
is a
ddre
ssed
in A
laba
ma
law
reg
ulat
ing
the
prac
tice
of
engi
neer
ing.
The
pla
n sh
all
be c
reat
ed
to c
ompl
y w
ith
all
rule
s an
d re
gula
tion
s of
EPA
, AD
EM,
OSH
A an
d an
y ot
her
agen
cy t
hat
has
regu
lato
ry
auth
orit
y an
d sh
all i
nclu
de:
- th
e cl
eani
ng
met
hods
an
d pr
oduc
ts
prop
osed
fo
r re
mov
al
of
pain
t w
ith
prod
uct
man
ufac
ture
r do
cum
enta
tion
of
the
effe
ctiv
enes
s of
the
cle
anin
g m
etho
ds a
nd p
rodu
cts
in p
rodu
cing
no
n ha
zard
ous
blas
t w
aste
;
-
a w
ork
phas
e di
agra
m d
escr
ibin
g ho
w t
he d
ebri
s sh
all
be c
onta
ined
whi
le b
last
ing
and
coat
ing
oper
atio
ns a
re c
ondu
cted
;
-
a de
taile
d dr
awin
g an
d/or
des
crip
tion
of
the
encl
osur
e lis
ting
the
typ
e of
cov
erin
g, d
etai
ls
of t
he c
over
ing
supp
ort
mat
eria
ls,
deta
ils o
f th
e co
nnec
tion
s to
the
bri
dge
stru
ctur
e;
- m
etho
ds a
nd e
quip
men
t pr
opos
ed f
or c
olle
ctin
g th
e bl
ast
debr
is;
- de
scri
ptio
n of
the
con
tain
ers
and
the
loca
tion
pro
pose
d fo
r st
orin
g th
e bl
ast
debr
is;
- dr
awin
g at
an
appr
opri
ate
scal
e to
sho
w t
he l
ocat
ion
of t
he s
tora
ge o
f th
e bl
ast
was
te i
n re
lati
on t
o th
e lo
cati
on o
f th
e w
ork;
-
copi
es o
f th
e su
bmit
tal
of A
DEM
’s F
orm
870
0-12
if
blas
t de
bris
is
expe
cted
to
be a
bove
the
re
gula
tory
lim
its
for
haza
rdou
s w
aste
as
indi
cate
d by
pre
-bid
tes
ting
. (I
f TC
LP t
esti
ng o
f bl
ast
was
te
prov
es t
hat
it i
s no
n-ha
zard
ous
the
Cont
ract
or m
ay r
eque
st r
elea
se f
rom
AD
EM’s
For
m 8
700-
12 w
ith
appr
oval
of
the
Engi
neer
.);
- de
scri
ptio
n of
the
det
ails
, lo
cati
on a
nd p
roce
dure
s fo
r di
spos
al o
f th
e bl
ast
debr
is.
521.
08 F
inal
Cle
anin
g of
Bla
st C
lean
ed S
urfa
ces.
Blas
t cl
eane
d su
rfac
es s
hall
be c
lean
ed im
med
iate
ly p
rior
to
the
appl
icat
ion
of t
he p
rim
er c
oat.
All
wel
d sp
atte
r, f
lux,
sla
g, f
ume,
and
oth
er o
bjec
tion
able
dep
osit
s sh
all
be r
emov
ed p
rior
to
blas
t cl
eani
ng.
The
area
of
the
wel
ds s
hall
be n
eutr
aliz
ed w
ith
suit
able
che
mic
als
if t
his
is r
equi
red
for
the
succ
essf
ul a
pplic
atio
n of
the
pri
mer
. Al
l ar
eas
repa
ired
aft
er b
last
ing
by w
eldi
ng,
grin
ding
or
any
othe
r m
etho
d sh
all b
e re
blas
ted
if d
eem
ed n
eces
sary
by
the
Engi
neer
.
Befo
re t
he a
pplic
atio
n of
the
pri
mer
to
the
blas
ted
surf
aces
, th
e su
rfac
es s
hall
be b
rush
ed w
ith
clea
n br
istl
e br
ushe
s, b
low
n w
ith
com
pres
sed
air
or v
acuu
med
to
rem
ove
all
abra
sive
s an
d ot
her
loos
e m
ater
ial
from
the
sur
face
s. T
his
clea
ning
sha
ll al
so b
e do
ne t
o re
mov
e ab
rasi
ve d
epos
its
from
cra
cks,
cr
evic
es,
corn
ers,
and
poc
kets
. O
il an
d gr
ease
sha
ll be
rem
oved
fro
m b
last
sur
face
s by
mea
ns o
f a
suit
able
sol
vent
.
Pote
ntia
lly h
azar
dous
mat
eria
ls c
olle
cted
fro
m t
he f
inal
cle
anin
g on
exi
stin
g br
idge
s sh
all
be
colle
cted
for
pro
per
regu
lato
ry d
ispo
sal.
521.
14 W
orke
r Pr
otec
tion
.
The
Cont
ract
or
shal
l co
mpl
y w
ith
all
requ
irem
ents
of
th
e O
ccup
atio
nal
Safe
ty
and
Hea
lth
Adm
inis
trat
ion
(OSH
A) a
nd o
ther
app
licab
le r
egul
ator
y ag
enci
es w
ith
rega
rd t
o ex
posu
re t
o ha
zard
ous
mat
eria
ls in
con
stru
ctio
n.
Th
e Co
ntra
ctor
sha
ll be
res
pons
ible
for
the
tra
inin
g of
all
wor
kers
exp
osed
to
haza
rdou
s m
ater
ials
. Th
e w
orke
rs s
hall
be in
form
ed o
f th
e ha
zard
s of
exp
osur
e to
the
se m
ater
ials
and
sha
ll be
tra
ined
in t
he
prec
auti
ons
to t
ake
whe
n pe
rfor
min
g th
e w
ork.
The
Cont
ract
or s
hall
prov
ide
resp
irat
ory
prot
ecti
on a
nd p
rote
ctiv
e cl
othi
ng t
o al
l w
orke
rs a
nd
pers
ons
ente
ring
an
area
whe
re t
here
is
the
poss
ibili
ty o
f ex
posu
re t
o ha
zard
ous
mat
eria
ls.
Prot
ecti
ve
clot
hing
and
equ
ipm
ent
shal
l be
appr
oved
by
OSH
A or
oth
er a
pplic
able
reg
ulat
ory
agen
cies
.
SECT
ION
524
REIN
FORC
ED C
ON
CRET
E BO
X CU
LVER
TS
524.
03 C
onst
ruct
ion
Requ
irem
ents
.
(a
) EX
CAVA
TIO
N,
BACK
FILL
ING
AN
D W
ATER
QU
ALIT
Y PR
OTE
CTIO
N.
�
2. W
ATER
QU
ALIT
Y PR
OTE
CTIO
N.
Th
e Co
ntra
ctor
sha
ll be
ful
ly r
espo
nsib
le f
or p
rote
ctin
g th
e qu
alit
y of
the
wat
er a
t th
e si
te o
f th
e cu
lver
t by
pre
vent
ing
eros
ion
and
by c
aptu
ring
and
rem
ovin
g se
dim
ent
at d
iver
sion
cha
nnel
s an
d co
ffer
dam
s. U
nles
s ot
herw
ise
show
n on
the
pla
ns,
prov
isio
ns f
or w
ater
qua
lity
prot
ecti
on a
t th
e cu
lver
t si
te s
hall
be d
esig
ned
and
impl
emen
ted
by t
he C
ontr
acto
r. D
etai
ls o
f th
ese
prov
isio
ns s
hall
be
incl
uded
in t
he S
torm
wat
er M
anag
emen
t Pl
an.
SECT
ION
534
CL
EAN
ING
EXI
STIN
G D
RAIN
AG
E ST
RUCT
URE
S
534.
01 D
escr
ipti
on.
Th
is S
ecti
on s
hall
cove
r th
e w
ork
of c
lean
ing
exis
ting
dra
inag
e st
ruct
ures
inc
ludi
ng a
ll ty
pes
of
pipe
s, r
einf
orce
d bo
x cu
lver
ts,
unde
rdra
in o
utle
ts a
nd o
ther
dra
inag
e st
ruct
ures
sho
wn
on t
he p
lans
.
534.
02 M
ater
ials
.
Ther
e w
ill b
e no
mat
eria
l re
quir
emen
ts o
ther
tha
n th
e ha
rdw
are
clot
h fo
r th
e ro
dent
scr
eens
on
unde
rdra
in o
utle
ts s
how
n on
the
pla
ns.
534.
03 C
onst
ruct
ion
Requ
irem
ents
.
Pipe
s,
box
culv
erts
, ca
tch
basi
ns,
man
hole
s,
drop
in
lets
, pi
pe
unde
rdra
in
outl
ets
and
othe
r dr
aina
ge s
truc
ture
s sh
own
on t
he p
lans
sha
ll be
cle
aned
of
all
dirt
, le
aves
, lim
bs,
root
s, g
rass
, sl
udge
, gr
ease
, tr
ash
and
othe
r de
bris
. O
bstr
ucti
ons
wit
hin
a 5
foot
dis
tanc
e ou
tsid
e of
the
inl
et a
nd o
utle
t en
ds o
f th
e dr
aina
ge s
truc
ture
s sh
all a
lso
be r
emov
ed a
s a
part
of
clea
ning
the
str
uctu
res.
All
mat
eria
ls r
emov
ed d
urin
g cl
eani
ng s
hall
be d
ispo
sed
off
of t
he r
ight
-of-
way
in
acco
rdan
ce w
ith
the
requ
irem
ents
fo
r di
spos
al
give
n in
Se
ctio
n 20
6.
The
Cont
ract
or
shal
l im
plem
ent
the
"Bes
t M
anag
emen
t Pr
acti
ces"
(BM
P's)
not
ed i
n Se
ctio
n 10
7 fo
r th
e co
ntro
l of
sed
imen
t th
at w
ill b
e re
mov
ed
duri
ng t
he c
lean
ing.
The
Cont
ract
or s
hall
perf
orm
the
wor
k so
tha
t th
ere
is a
lway
s ad
equa
te d
rain
age
of t
he r
oadw
ay
at a
ll ti
mes
.
The
Cont
ract
or s
hall
repa
ir a
ll da
mag
e to
dra
inag
e st
ruct
ures
tha
t re
sult
fro
m c
lean
ing
met
hods
an
d pr
oced
ures
tha
t ar
e us
ed w
itho
ut c
onsi
dera
tion
for
the
pro
tect
ion
of t
he d
rain
age
syst
em.
The
Engi
neer
will
not
allo
w t
he u
se o
f an
y cl
eani
ng m
etho
d or
equ
ipm
ent
that
may
res
ult
in d
amag
e to
the
st
ruct
ure
or d
amag
e to
the
are
as a
djac
ent
to t
he s
truc
ture
.
Rode
nt s
cree
ns s
hall
be f
abri
cate
d an
d in
stal
led
as s
how
n on
the
pla
ns o
r as
dir
ecte
d by
the
En
gine
er.
534.
04 M
etho
d of
Mea
sure
men
t.
Th
e cl
eani
ng o
f ex
isti
ng p
ipes
, bo
x cu
lver
ts,
catc
h ba
sins
, m
anho
les,
dro
p in
lets
, pi
pe u
nder
drai
n ou
tlet
s an
d ot
her
drai
nage
str
uctu
res
will
be
mea
sure
d pe
r ea
ch d
rain
age
stru
ctur
e or
per
foo
t al
ong
the
leng
th o
f th
e dr
aina
ge s
truc
ture
.
Mea
sure
men
t w
ill b
e m
ade
only
onc
e fo
r ea
ch i
tem
cle
aned
unl
ess
seve
re c
ondi
tion
s re
sult
in
the
need
for
rep
eate
d cl
eani
ng a
nd t
he r
epea
ted
clea
ning
is
not
caus
ed b
y th
e ac
tivi
ties
of
the
Cont
ract
or.
All
recl
eani
ng d
ue t
o th
e ac
tivi
ties
of
the
Cont
ract
or s
hall
be d
one
at n
o ad
diti
onal
cos
t to
the
D
epar
tmen
t.
Pi
pes,
cul
vert
s an
d ot
her
drai
nage
str
uctu
res
mea
sure
d fo
r cl
eani
ng a
long
the
len
gth
of t
he
stru
ctur
e w
ill b
e cl
assi
fied
for
pay
men
t ba
sed
on t
he h
oriz
onta
l ope
ning
of
the
drai
nage
str
uctu
re.
Th
e di
amet
er o
f ro
und
pipe
and
the
spa
n of
"sp
an a
nd r
ise"
pip
e w
ill b
e sh
own
as a
hor
izon
tal
open
ing
clas
sifi
cati
on f
or p
aym
ent.
Eac
h pi
pe w
ill b
e m
easu
red
sepa
rate
ly f
or p
aym
ent
rega
rdle
ss o
f th
e nu
mbe
r of
pip
es a
djac
ent
to e
ach
othe
r at
one
loca
tion
.
The
hori
zont
al o
peni
ng o
f a
culv
ert
will
als
o be
sho
wn
as a
cla
ssif
icat
ion
for
paym
ent.
The
ho
rizo
ntal
ope
ning
of
a cu
lver
t sh
all
be t
he h
oriz
onta
l op
enin
g in
a s
ingl
e ba
rrel
cul
vert
or
the
sum
of
the
hori
zont
al o
peni
ngs
in a
mul
tipl
e ba
rrel
cul
vert
.
Two
clas
sifi
cati
ons
of
hori
zont
al
open
ing
will
be
gi
ven
for
the
purp
ose
of m
easu
rem
ent
for
paym
ent.
The
fir
st c
lass
ific
atio
n of
hor
izon
tal
open
ing
shal
l be
str
uctu
res
wit
h an
ope
ning
les
s th
an o
r eq
ual
to 4
8 in
ches
. Th
e se
cond
cla
ssif
icat
ion
of h
oriz
onta
l op
enin
g sh
all
be s
truc
ture
s w
ith
an o
peni
ng
grea
ter
than
48
inch
es.
If
sep
arat
e pa
y it
ems
are
not
show
n on
the
pla
ns f
or c
lean
ing
catc
h ba
sins
, m
anho
les,
and
oth
er
appu
rten
ance
s to
the
str
uctu
res
mea
sure
d by
lin
ear
feet
(pi
pes
and
culv
erts
), t
he c
lean
ing
of t
hese
ap
purt
anan
cies
will
be
mea
sure
d fo
r pa
ymen
t by
incl
udin
g th
e le
ngth
thr
ough
the
app
urte
nanc
es in
the
to
tal
num
ber
of l
inea
r fe
et o
f th
e at
tach
ed d
rain
age
stru
ctur
e. T
he l
engt
h th
roug
h an
app
urte
nanc
e w
ill b
e ad
ded
to t
he le
ngth
of
the
larg
est
stru
ctur
e co
nnec
ted
to t
he a
ppur
tena
nce.
534.
05 B
asis
of
Paym
ent.
(a)
UN
IT P
RICE
CO
VERA
GE.
Th
e co
ntra
ct u
nit
pric
e fo
r cl
eani
ng e
xist
ing
drai
nage
str
uctu
res
shal
l be
ful
l co
mpe
nsat
ion
for
all m
ater
ials
, to
ols
and
labo
r re
quir
ed f
or c
lean
ing
the
stru
ctur
es,
disp
osin
g of
all
mat
eria
ls t
hat
are
rem
oved
fro
m t
he s
truc
ture
and
inst
allin
g ne
w r
oden
t sc
reen
s.
(b
) PA
YMEN
T W
ILL
BE M
ADE
UN
DER
ITEM
NO
.:
534-
A Cl
eani
ng P
ipe
Und
erdr
ain
Out
lets
- p
er e
ach
534-
B Cl
eani
ng E
xist
ing
Catc
h Ba
sin
- pe
r ea
ch
534-
C Cl
eani
ng E
xist
ing
Man
hole
- p
er e
ach
534-
D C
lean
ing
Exis
ting
Dro
p In
let
- pe
r ea
ch
534-
E Cl
eani
ng E
xist
ing
* (L
ess
Than
Or
Equa
l To
48"
Hor
izon
tal O
peni
ng)
- pe
r lin
ear
foot
53
4-F
Clea
ning
Exi
stin
g *
(Gre
ater
Tha
n 48
" H
oriz
onta
l Ope
ning
) -
per
linea
r fo
ot
* Pi
pe,
Culv
ert,
etc
.
SECT
ION
650
TO
PSO
IL65
0.01
Des
crip
tion
.
This
Sec
tion
sha
ll co
ver
the
wor
k of
fur
nish
ing
and
plac
ing
tops
oil
and
the
plac
emen
t of
Sta
te
furn
ishe
d to
psoi
l fro
m s
tock
pile
s.
650.
02 M
ater
ials
.
(a)
REQ
UIR
ED P
ROPE
RTIE
S O
F TO
PSO
IL.
Tops
oil
furn
ishe
d or
sto
ckpi
led
by t
he C
ontr
acto
r sh
all
mee
t th
e re
quir
emen
ts g
iven
in
ASTM
D
526
8 "S
tand
ard
Spec
ific
atio
n fo
r To
psoi
l fo
r La
ndsc
ape
Purp
oses
". T
he c
ompo
siti
on o
f th
e to
psoi
l sha
ll be
as
follo
ws
(fro
m A
STM
D 5
268)
: REQ
UIR
ED P
ROPE
RTIE
S O
F TO
PSO
ILD
elet
erio
us M
ater
ials
(ro
ck,
grav
el,
slag
, ci
nder
, ro
ots,
sod
) in
the
Tot
al S
ampl
e 7
% m
axim
um b
y w
eigh
t {m
ass}
Org
anic
Mat
eria
l in
Port
ion
of S
ampl
e Pa
ssin
g th
e N
o. 1
0 {2
mm
} Si
eve
2 %
to 2
0 %
by w
eigh
t {m
ass}
Sand
Con
tent
in P
orti
on o
f Sa
mpl
e Pa
ssin
g th
e N
o. 1
0 {2
mm
} Si
eve
10 %
to
90 %
by
wei
ght
{mas
s}
Silt
and
Cla
y Co
nten
t in
Por
tion
of
Sam
ple
Pass
ing
the
No.
10
{2 m
m}
Siev
e 10
% t
o 90
% b
y w
eigh
t {m
ass}
pH
5 to
7
To
psoi
l w
ill b
e sa
mpl
ed a
t th
e so
urce
and
tes
ted
prio
r to
app
licat
ion
by t
he E
ngin
eer
in
acco
rdan
ce w
ith
ASTM
D 5
268
for
com
plia
nce
wit
h th
ese
requ
irem
ents
.
(b
) SO
URC
ES O
F TO
PSO
IL.
1. T
OPS
OIL
FU
RNIS
HED
BY
CON
TRAC
TOR.
Tops
oil
furn
ishe
d by
the
Con
trac
tor
shal
l be
tak
en f
rom
are
as o
utsi
de o
f th
e Ri
ght
of
Way
. Th
e ar
eas
whe
re t
opso
il is
rem
oved
sha
ll be
dev
elop
ed,
mai
ntai
ned
and
rest
ored
in
acco
rdan
ce
wit
h th
e re
quir
emen
ts g
iven
in S
ubar
ticl
e 10
6.01
(b).
2.
TO
PSO
IL F
URN
ISH
ED B
Y TH
E ST
ATE
FRO
M S
TOCK
PILE
S.
T
he C
ontr
acto
r sh
all
use
tops
oil
from
sto
ckpi
les
that
wer
e cr
eate
d in
acc
orda
nce
wit
h th
e re
quir
emen
ts g
iven
in S
ubar
ticl
e 21
0.03
(b).
650.
03 C
onst
ruct
ion
Requ
irem
ents
.
(a)
PREP
ARAT
ION
FO
R TO
PSO
IL P
LACE
MEN
T.
The
Cont
ract
or
shal
l no
t pl
ace
tops
oil
from
an
y so
urce
(C
ontr
acto
r fu
rnis
hed
or
Stat
e fu
rnis
hed)
unt
il th
e En
gine
er h
as b
een
give
n th
e op
port
unit
y to
sam
ple,
tes
t an
d ev
alua
te t
he s
ourc
e fo
r co
mpl
ianc
e.
The
grad
ing
and
shap
ing
of t
he a
rea
whe
re t
opso
il m
ust
be p
lace
d sh
all
be c
ompl
eted
pri
or t
o th
e pl
acem
ent
of t
he t
opso
il un
less
dir
ecte
d ot
herw
ise
by t
he E
ngin
eer.
(b
) AP
PLIC
ATIO
N O
F TO
PSO
IL.
Tops
oil
shal
l be
app
lied
to t
he d
epth
sho
wn
on t
he p
lans
or
as d
irec
ted
by t
he E
ngin
eer.
Ap
plie
d to
psoi
l sh
all
be c
ompa
cted
by
trac
king
. Tr
acki
ng s
hall
be a
ccom
plis
hed
by t
he o
pera
tion
of
a tr
acke
d ve
hicl
e le
avin
g ri
dges
per
pend
icul
ar t
o th
e di
rect
ion
flow
of
wat
er d
own
the
slop
e.
The
tops
oil
shal
l th
en b
e pr
epar
ed i
n ac
cord
ance
wit
h th
e re
quir
emen
ts g
iven
in
652.
03.
Gro
und
prep
arat
ion
and
vege
tati
on e
stab
lishm
ent
oper
atio
ns s
hall
com
men
ce a
s so
on a
s po
ssib
le a
fter
the
app
licat
ion
of t
opso
il to
red
uce
the
pote
ntia
l for
the
ero
sion
of
the
tops
oil.
(c
) PO
RTIO
NS
OF
STO
CKPI
LES
THAT
REM
AIN
AFT
ER R
EMO
VAL
OF
TOPS
OIL
.
Po
rtio
ns o
f st
ockp
iles
that
rem
ain
afte
r th
e re
mov
al o
f to
psoi
l sh
all
be r
esha
ped
as d
irec
ted
by t
he E
ngin
eer.
Any
add
itio
nal
tem
pora
ry o
r pe
rman
ent
seed
ing,
mul
chin
g an
d ot
her
eros
ion
cont
rol
mea
sure
s th
at a
re r
equi
red
will
be
paid
for
und
er t
he a
ppro
pria
te it
ems
of w
ork.
650.
04 M
etho
d of
Mea
sure
men
t.
(a
) TO
PSO
IL,
ITEM
650
-A.
This
ite
m c
over
s to
psoi
l m
ater
ial
furn
ishe
d by
the
Con
trac
tor.
Top
soil
furn
ishe
d by
the
Co
ntra
ctor
will
be
mea
sure
d in
cub
ic y
ards
{cu
bic
met
ers}
by
loos
e m
easu
re i
n th
e de
liver
y ve
hicl
e at
th
e po
int
of d
eliv
ery.
(b
) TO
PSO
IL F
ROM
STO
CKPI
LES,
ITEM
650
-B.
This
ite
m c
over
s to
psoi
l m
ade
avai
labl
e to
the
Con
trac
tor
in S
tate
fur
nish
ed s
tock
pile
s on
the
Ri
ght
of W
ay.
This
top
soil
will
be
mea
sure
d in
cub
ic y
ards
{cu
bic
met
ers}
by
the
cros
s se
ctio
n an
d av
erag
e en
d ar
eas
met
hod
at t
he s
tock
pile
.
650.
05 B
asis
of
Paym
ent.
(a)
UN
IT P
RICE
CO
VERA
GE.
T
opso
il w
ill b
e pa
id f
or a
t th
e co
ntra
ct u
nit
pric
e pe
r cu
bic
yard
{cu
bic
met
er},
whi
ch
shal
l be
ful
l pa
ymen
t fo
r fu
rnis
hing
the
top
soil,
gr
ound
pre
para
tion
han
dlin
g, h
aulin
g, s
prea
ding
, sh
apin
g,
harr
owin
g, d
iski
ng,
com
pact
ion,
dis
posa
l of
una
ccep
tabl
e m
ater
ial,
and
for
fur
nish
ing
all
equi
pmen
t,
tool
s, la
bor
and
inci
dent
als
nece
ssar
y to
com
plet
e th
e w
ork.
T
opso
il fr
om S
tock
pile
s w
ill b
e pa
id f
or a
t th
e co
ntra
ct u
nit
pric
e pe
r cu
bic
yard
{cu
bic
met
er},
whi
ch
shal
l be
ful
l pa
ymen
t fo
r gr
ound
pre
para
tion
, c
lean
ing
and
rem
ovin
g de
bris
fro
m t
he
tops
oil,
ha
ndlin
g, h
aulin
g, s
prea
ding
, sh
apin
g, h
arro
win
g, d
iski
ng,
com
pact
ion,
and
for
fur
nish
ing
all
equi
pmen
t, t
ools
, la
bor
and
inci
dent
als
nece
ssar
y to
com
plet
e th
e w
ork.
(b
) PA
YMEN
T W
ILL
BE M
ADE
UN
DER
ITEM
NO
.:
650-
A T
opso
il -
per
cubi
c ya
rd {
cubi
c m
eter
}
65
0-B
Top
soil
from
Sto
ckpi
les
- pe
r cu
bic
yard
{cu
bic
met
er}
SECT
ION
652
GRO
UN
D P
REPA
RATI
ON
, VE
GET
ATI
ON
EST
ABL
ISH
MEN
T A
ND
M
OW
ING
652.
01 D
escr
ipti
on.
Th
is S
ecti
on s
hall
cove
r gr
ound
pre
para
tion
wor
k an
d th
e w
ork
of e
stab
lishi
ng a
n ac
cept
able
pe
rman
ent
stan
d of
veg
etat
ion
of t
he s
peci
es d
esig
nate
d fo
r es
tabl
ishm
ent.���
This
sec
tion
als
o co
vers
m
owin
g of
veg
etat
ed a
reas
.
652.
02 M
ater
ials
.
Mat
eria
ls
(see
d m
ixes
, m
ulch
, fe
rtili
zer,
et
c.)
shal
l be
fu
rnis
hed
in
com
plia
nce
wit
h th
e re
quir
emen
ts g
iven
in S
ecti
on 8
60.
652.
03 C
onst
ruct
ion
Requ
irem
ents
.
(a)
CON
STRU
CTIO
N S
EQU
ENCE
.
Th
e re
quir
ed s
eque
nce
and
tim
ing
of t
he p
lace
men
t of
per
man
ent
seed
ing
duri
ng e
xcav
atio
n an
d em
bank
men
t co
nstr
ucti
on
is
give
n in
Ar
ticl
e 21
0.03
. Th
e En
gine
er
may
di
rect
, ev
en
to
the
excl
usio
n of
oth
er o
pera
tion
s, t
hat
the
Cont
ract
or p
rom
ptly
com
plet
e gr
adin
g an
d gr
ound
pre
para
tion
to
allo
w t
he e
stab
lishm
ent
of p
erm
anen
t ve
geta
tion
in
area
s w
here
it
is n
eces
sary
for
the
con
trol
of
eros
ion
and
sedi
men
t.
(b
) SE
ED M
IXES
FO
R TH
E ES
TABL
ISH
MEN
T O
F PE
RMAN
ENT
VEG
ETAT
ION
.
Th
e ap
prop
riat
e se
ed m
ix s
hall
be c
hose
n fr
om t
able
s in
Sec
tion
860
. Th
e ap
prop
riat
e se
ed
mix
is b
ased
on
plan
ting
zon
e, p
lant
ing
date
, an
d ty
pe o
f ar
ea t
o be
see
ded.
See
d m
ixes
of
a te
mpo
rary
na
ture
are
req
uire
d in
som
e ar
eas
of t
he S
tate
whe
n pe
rman
ent
seed
mix
es a
re o
ut o
f se
ason
. Th
ese
mix
es a
re s
how
n in
Sec
tion
860
as
requ
irin
g se
edin
g in
stu
bble
for
the
est
ablis
hmen
t of
the
req
uire
d pe
rman
ent
plan
t.��
(c
) IN
SPEC
TIO
N.
The
Cont
ract
or s
hall
noti
fy t
he P
roje
ct M
anag
er a
t le
ast
48 h
ours
in
adva
nce
of a
ny w
ork
rela
ted
to s
eedi
ng.
This
inc
lude
s th
e m
ixin
g of
see
d as
wel
l as
the
sow
ing
of s
eed.
The
Con
trac
tor
shal
l no
tify
the
Eng
inee
r of
the
pro
pose
d ty
pe o
f se
ed m
ix o
r m
ixes
to
be in
corp
orat
ed in
to t
he p
roje
ct p
rior
to
beg
inni
ng s
eedi
ng o
pera
tion
s. S
eedi
ng w
ork
shal
l no
t be
gin
prio
r to
the
mea
sure
men
t of
the
are
a to
be
see
ded.
All
wor
k sh
all b
e pe
rfor
med
in t
he p
rese
nce
of t
he E
ngin
eer.
(d
) PR
EPAR
ATIO
N A
ND
PLA
NTI
NG
IN S
OFT
SO
IL.
1. G
ROU
ND
PRE
PARA
TIO
N.
Af
ter
grad
ing
and
tops
oil
plac
emen
t an
d pr
ior
to g
roun
d pr
epar
atio
n, t
he C
ontr
acto
r sh
all
rem
ove
all
boul
ders
, st
umps
, ro
ots,
or
othe
r ob
ject
s w
ith
any
dim
ensi
on l
arge
r th
an 2
inc
hes
{50
mm
}. T
opso
il sh
all m
eet
the
requ
irem
ents
giv
en in
Sec
tion
650
.
Gro
und
prep
arat
ion
shal
l co
nsis
t of
cul
tiva
ting
the
top
soil
to a
loo
se d
epth
of
at l
east
4
inch
es {
100
mm
} ex
cept
on
slop
es 2
:1 o
r st
eepe
r. T
he p
low
ing,
har
row
ing,
cul
tiva
ting
, an
d al
l ot
her
oper
atio
ns s
hall
be p
erfo
rmed
wit
h pr
oper
equ
ipm
ent
and
in s
uch
a m
anne
r as
to
brea
k up
all
clod
s.���
Th
e gr
ound
sha
ll be
plo
wed
to
the
requ
ired
dep
th a
nd t
hen
cult
ivat
ed w
ith
a ro
tary
till
er
or d
isk
harr
ow,
in c
ross
ing
dire
ctio
ns if
nec
essa
ry,
unti
l th
e re
sult
is a
sm
ooth
, un
ifor
m,
loos
e, a
nd w
ell
brok
en s
oil p
rovi
ding
a s
uita
ble
bed
for
seed
. In
sm
all o
r in
acce
ssib
le a
reas
the
use
of
hand
too
ls w
ill b
e pe
rmit
ted.
The
Con
trac
tor
shal
l ad
d w
ater
as
nece
ssar
y to
pro
vide
suf
fici
ent
soil
moi
stur
e to
pre
pare
th
e gr
ound
.
Al
l tr
ash
and
othe
r de
bris
sha
ll be
rem
oved
fro
m t
he c
ulti
vate
d to
psoi
l. A
ll pi
eces
of
woo
d, r
ocks
and
unb
roke
n cl
umps
of
eart
h w
ith
any
dim
ensi
on l
arge
r th
an 2
inc
hes
{50
mm
} sh
all
be
rem
oved
fro
m t
he p
lant
ing
area
.
2. IN
ITIA
L SO
IL A
MEN
DM
ENTS
.
The
init
ial
fert
iliza
tion
sha
ll be
a c
omm
erci
al f
erti
lizer
tha
t w
ill p
rovi
de a
t le
ast
120
poun
ds {
135
kg}
of N
, 12
0 po
unds
{13
5 kg
} of
P2O
5, a
nd 1
20 p
ound
s {1
35 k
g} o
f K 2
O p
er a
cre
{hec
tare
},
as c
ompu
ted
from
the
nom
inal
con
tent
s of
fer
tiliz
er e
lem
ents
. O
nly
one
half
of
this
rat
e sh
all
be
appl
ied
whe
n th
e re
quir
ed s
eedi
ng is
Ann
ual R
yegr
ass.
Ag
ricu
ltur
al l
imes
tone
(lim
e) s
hall
be a
pplie
d pr
ior
to s
eedi
ng a
t a
rate
of
two
tons
per
acr
e {4
.5 m
etri
c to
ns p
er h
ecta
re}.
Lim
e m
ay b
e ap
plie
d in
dr
y, p
elle
tize
d or
slu
rry
form
. Th
e ra
te o
f ap
plic
atio
n is
req
uire
d re
gard
less
of
the
form
of
appl
icat
ion.
Th
e re
quir
ed r
ates
of
plac
emen
t of
fer
tiliz
er a
nd l
ime
may
inc
reas
e as
dir
ecte
d by
the
En
gine
er b
ased
on
the
resu
lts
of t
he t
esti
ng o
f th
e To
psoi
l fr
om S
tock
pile
s as
des
crib
ed i
n Ar
ticl
e 65
0.02
. Ad
diti
onal
fe
rtili
zer
and
lime
for
Tops
oil
from
St
ockp
iles
will
be
pa
id
for
sepa
rate
ly
in
acco
rdan
ce w
ith
the
requ
irem
ents
giv
en i
n Ar
ticl
e 65
2.05
. R
educ
tion
s in
rat
es w
ill r
esul
t in
a p
rice
ad
just
men
t fo
r se
edin
g.
Fe
rtili
zers
and
agr
icul
tura
l lim
esto
ne (
lime)
sha
ll be
app
lied
unif
orm
ly a
t th
e re
quir
ed
rate
s of
pla
cem
ent.
The
fer
tiliz
er s
hall
be w
ell
pulv
eriz
ed a
nd f
ree
of l
umps
whe
n ap
plie
d. I
n no
cas
e sh
all
fert
ilize
r th
at i
s no
t m
ixed
wit
h so
il be
per
mit
ted
to b
e in
dir
ect
cont
act
wit
h se
ed.
Whe
n fe
rtili
zers
are
app
lied
hydr
aulic
ally
the
y sh
all
be d
ilute
d su
ffic
ient
ly s
o th
at n
o da
mag
e is
don
e to
ei
ther
see
d or
est
ablis
hed
vege
tati
on.
Agri
cult
ural
lim
esto
ne,
basi
c sl
ag o
r a
com
bina
tion
of
limes
tone
an
d sl
ag s
hall
be a
pplie
d se
para
tely
but
may
be
inco
rpor
ated
int
o th
e so
il w
ith
fert
ilize
rs i
n on
e op
erat
ion.
Fert
ilize
r��a
nd a
gric
ultu
ral
limes
tone
tha
t is
not
app
lied
hydr
aulic
ally
sha
ll be
uni
form
ly
mix
ed w
ith
the
soil
by h
arro
ws,
rot
ary
tille
rs,
or o
ther
soi
l m
ixin
g eq
uipm
ent
prio
r to
sub
sequ
ent
oper
atio
ns.
Mix
ing
wit
h th
e so
il w
ill n
ot b
e re
quir
ed w
hen
the
fert
ilize
r��a
nd a
gric
ultu
ral
limes
tone
is
appl
ied
hydr
aulic
ally
.
3.
SO
WIN
G S
EED
.
Mec
hani
cal
or h
ydra
ulic
see
ders
sha
ll be
use
d fo
r so
win
g un
less
app
rove
d ot
herw
ise
by
the
Engi
neer
.��
So
win
g sh
all
not
be p
erfo
rmed
dur
ing
win
dy w
eath
er,
whe
n th
e pr
epar
ed s
urfa
ce i
s cr
uste
d, o
r w
hen
the
grou
nd i
s fr
ozen
, w
et o
r ot
herw
ise
in a
non
-till
able
con
diti
on.
The
addi
tion
of
wat
er m
ay b
e re
quir
ed t
o re
nder
exc
essi
vely
dry
soi
ls t
illab
le.
Eq
uipm
ent
for
appl
ying
se
ed
hydr
aulic
ally
sh
all
be
desi
gned
fo
r th
is
purp
ose.
Th
e eq
uipm
ent
shal
l be
cap
able
of
mix
ing
and
pum
ping
the
wat
er,
seed
mix
ture
, m
ulch
and
fer
tiliz
er
unif
orm
ly o
ver
the
area
to
be s
eede
d. P
ower
dri
ven
agit
ator
s sh
all
be p
rovi
ded
to k
eep
the
mix
ture
un
ifor
m d
urin
g th
e ap
plic
atio
n.
4. C
OVE
RIN
G S
EED
.
Ca
re s
hall
be e
xerc
ised
dur
ing
cove
ring
ope
rati
ons
to p
rese
rve
the
line,
gra
de a
nd
cros
s-se
ctio
n of
the
see
ded
area
s so
tha
t ar
eas
adja
cent
to
pave
men
t, w
alks
, et
c.,
are
not
left
hig
her
than
the
pav
ed s
urfa
ce.
The
seed
bed
sha
ll be
com
pact
ed i
mm
edia
tely
aft
er s
owin
g. C
ompa
ctio
n sh
all
be d
one
wit
h a
cult
ipac
ker,
lig
ht r
olle
r or
app
rove
d dr
ag.
The
wei
ght
{mas
s} o
f th
e ro
ller
or d
rag
need
ed s
hall
be d
eter
min
ed b
y th
e Co
ntra
ctor
acc
ordi
ng t
o th
e ty
pe a
nd p
hysi
cal
cond
itio
n of
the
soi
l.
Rolli
ng o
r co
veri
ng o
f se
ed m
ay b
e om
itte
d w
hen
both
see
ding
and
mul
chin
g ar
e hy
drau
lical
ly a
pplie
d.
5. M
ULC
HIN
G.
M
ulch
ing
shal
l be
app
lied
in a
ccor
danc
e w
ith
the
requ
irem
ents
giv
en i
n Se
ctio
n 65
6.
Seed
ed a
reas
sha
ll be
cov
ered
wit
h m
ulch
wit
hin
48 h
ours
aft
er s
eedi
ng.
Mul
chin
g w
ill b
e m
easu
red
and
paid
for
sep
arat
ely
unde
r Se
ctio
n 65
6.
6. S
OIL
AM
END
MEN
TS A
FTER
GRO
WTH
.
Aft
er
the
requ
ired
pl
ant
spec
ies
have
em
erge
d an
d sh
own
norm
al
grow
th
(usu
ally
ap
prox
imat
ely
40 d
ays)
and
whi
le t
he s
oil
surf
ace
is m
oist
, a
seco
nd a
pplic
atio
n of
fer
tiliz
er s
hall
be
mad
e. T
his
seco
nd a
pplic
atio
n sh
all
be p
lace
d as
a u
nifo
rmly
app
lied
top
dres
sing
of
40 p
ound
s {4
5kg}
ea
ch o
f N
, P 2
O5,
and
K2O
per
acr
e {h
ecta
re},
res
pect
ivel
y or
equ
ival
ent
appr
oved
by
the
Engi
neer
.
This
ap
plic
atio
n of
fe
rtili
zer
will
no
t be
re
quir
ed
for
tem
pora
ry
plan
ting
(A
nnua
l Ry
egra
ss).
(e
) PR
EPAR
ATIO
N A
ND
PLA
NTI
NG
IN R
OCK
Y O
R H
ARD
PAN
ARE
AS.
1. C
ON
DIT
ION
S FO
R PL
ANTI
NG
IN R
OCK
Y AR
EAS.
The
requ
irem
ents
for
pla
ntin
g in
roc
ky o
r ha
rdpa
n ar
eas
shal
l ap
ply
whe
n th
e En
gine
er
dete
rmin
es t
hat
the
area
is
too
rock
y or
com
pact
ed f
or p
low
ing,
dis
king
, an
d ha
rrow
ing,
but
is
suff
icie
ntly
sof
t or
sha
ley
to p
erm
it s
ome
form
of
trea
tmen
t
2.
INIT
IAL
SOIL
AM
END
MEN
TS.
O
ne h
alf
of t
he f
erti
lizer
and
all
of t
he l
ime
requ
ired
for
the
ini
tial
fer
tiliz
atio
n of
sof
t so
il sh
all b
e ap
plie
d be
fore
the
init
ial s
cari
fica
tion
.
3.
INIT
IAL
SCAR
IFIC
ATIO
N.
Th
e fe
rtili
zer
and
lime
shal
l be
wor
ked
into
the
roc
ky o
r ha
rdpa
n ar
ea b
y an
ini
tial
sc
arif
icat
ion
as d
irec
ted
by t
he E
ngin
eer.
4. C
OVE
RAG
E W
ITH
TO
PSO
IL.
A
ppro
xim
atel
y 4
inch
es {
100
mm
} of
top
soil
shal
l be
pla
ced
over
the
sca
rifi
ed a
nd
fert
ilize
d ro
cky
or h
ardp
an a
rea.
5.
SO
IL A
MEN
DM
ENTS
AFT
ER P
LACE
MEN
T O
F TO
PSO
IL.
Th
e se
cond
hal
f of
the
fer
tiliz
er r
equi
red
for
the
init
ial
fert
iliza
tion
of
soft
soi
l sh
all
be
appl
ied
afte
r th
e pl
acem
ent
of t
he t
opso
il. ��
6. S
OW
ING
, CO
VERI
NG
, M
ULC
HIN
G A
ND
FER
TILI
ZIN
G A
FTER
GRO
WTH
.
The
sow
ing
of t
he s
eeds
, co
veri
ng o
f th
e se
eds,
mul
chin
g, a
nd f
erti
lizat
ion
afte
r gr
owth
of
the
see
ds s
hall
be in
acc
orda
nce
wit
h th
e re
quir
emen
ts g
iven
for
thi
s w
ork
in s
oft
soil.
(f
) PR
EPAR
ATIO
N A
ND
PLA
NTI
NG
ON
STE
EP S
LOPE
S (2
H:1
V or
STE
EPER
).
1. G
ROU
ND
PRE
PARA
TIO
N.
Pl
anti
ng
oper
atio
ns
may
pr
ocee
d w
itho
ut
furt
her
grou
nd
prep
arat
ion
afte
r to
psoi
l sp
read
ing
and
trac
king
if
th
e pl
anti
ng
can
be
acco
mpl
ishe
d w
ithi
n 72
ho
urs
afte
r th
e tr
acki
ng
oper
atio
ns.
Trac
king
is
the
mec
hani
cal
roug
heni
ng o
f th
e sl
ope
surf
ace.
Tra
ckin
g sh
all
be a
ccom
plis
hed
by t
he m
ovem
ent
upsl
ope
and
dow
nslo
pe (
not
alon
g th
e sl
ope)
of
heav
y eq
uipm
ent
that
ope
rate
s on
tr
acks
.
2. IN
ITIA
L SO
IL A
MEN
DM
ENTS
.
One
hal
f of
the
fer
tiliz
er a
nd a
ll of
the
lim
e re
quir
ed f
or t
he i
niti
al f
erti
lizat
ion
of s
oft
soil
shal
l be
appl
ied
hydr
aulic
ally
.���
3. S
OW
ING
.
The
sow
ing
of s
eeds
sha
ll be
in
acco
rdan
ce w
ith
the
requ
irem
ents
giv
en f
or t
his
wor
k in
so
ft s
oil w
ith
the
exce
ptio
n th
at h
ydra
ulic
see
d ap
plic
atio
n is
req
uire
d.�
4. M
ULC
HIN
G.
M
ulch
ing
shal
l be
app
lied
in a
ccor
danc
e w
ith
the
requ
irem
ents
giv
en i
n Se
ctio
n 65
6.
Seed
ed a
reas
sha
ll be
cov
ered
wit
h m
ulch
wit
hin
48 h
ours
aft
er s
eedi
ng.
Mul
chin
g w
ill b
e m
easu
red
and
paid
for
sep
arat
ely
in a
ccor
danc
e w
ith
the
requ
irem
ents
giv
en in
Sec
tion
656
.
5.
SEC
ON
D A
PPLI
CATI
ON
OF
FERT
ILIZ
ER A
FTER
MU
LCH
ING
.
Hal
f of
the
fer
tiliz
er r
equi
red
for
the
init
ial
fert
iliza
tion
of
soft
soi
l sh
all
be a
pplie
d hy
drau
lical
ly a
ppro
xim
atel
y 40
cal
enda
r da
ys a
fter
mul
chin
g.��
6. T
HIR
D A
PPLI
CATI
ON
OF
FERT
ILIZ
ER.
A
thir
d ap
plic
atio
n of
fer
tiliz
er s
hall
be m
ade
appr
oxim
atel
y 40
cal
enda
r da
ys a
fter
the
se
cond
app
licat
ion
of f
erti
lizer
. T
his
appl
icat
ion
shal
l be
pla
ced
hydr
aulic
ally
as
a un
ifor
mly
app
lied
top
dres
sing
of
500
poun
ds {
560
kg}
of 8
-8-8
fer
tiliz
er p
er a
cre
{hec
tare
} or
equ
ival
ent
appr
oved
by
the
Engi
neer
.
(g
) SE
EDIN
G IN
STU
BBLE
.
Th
e se
edin
g in
stu
bble
met
hod
of p
lant
ing
shal
l be
use
d to
est
ablis
h pe
rman
ent
spec
ies
whe
n in
itia
l ve
geta
tion
est
ablis
hmen
t oc
curs
dur
ing
a se
ason
tha
t is
not
opt
imal
for
the
per
man
ent
plan
ting
.
Dat
es f
or s
eedi
ng in
stu
bble
are
des
igna
ted
in t
he s
eed
mix
tab
les
in S
ecti
on 8
60.
Th
is m
etho
d re
quir
es t
hat
the
exis
ting
veg
etat
ion
be m
owed
to
a he
ight
of
appr
oxim
atel
y 3
inch
es {
75 m
m}
or s
pray
ed w
ith
an a
ppro
ved
herb
icid
e, o
r bo
th,
to r
etar
d fu
rthe
r gr
owth
. Th
e ar
ea
shal
l th
en b
e lig
htly
sca
rifi
ed b
y di
skin
g or
oth
er a
ppro
ved
met
hod
to p
repa
re a
sui
tabl
e se
edbe
d.
The
init
ial
fert
iliza
tion
, so
win
g of
the
see
ds,
cove
ring
of
the
seed
s, a
nd f
erti
lizat
ion
afte
r gr
owth
of
the
seed
s sh
all
be
in
acco
rdan
ce
wit
h th
e re
quir
emen
ts
give
n fo
r th
is
wor
k in
so
ft
soil.
Ad
diti
onal
ag
ricu
ltur
al l
ime
appl
icat
ion
will
not
be
requ
ired
for
see
ding
in
stub
ble.
M
ulch
may
be
appl
ied
to b
are
area
s if
req
uest
ed b
y th
e Co
ntra
ctor
and
app
rove
d by
the
Eng
inee
r. M
ulch
sha
ll be
fur
nish
ed a
nd p
aid
for
in a
ccor
danc
e w
ith
the
requ
irem
ents
giv
en in
Sec
tion
656
.
(h
) ES
TABL
ISH
MEN
T AN
D A
CCEP
TAN
CE.
All
wor
k sh
all
be c
ondu
cted
in
acco
rdan
ce w
ith
the
requ
irem
ents
giv
en i
n Se
ctio
n 66
5 as
wel
l as
the
req
uire
men
ts g
iven
in t
his
Sect
ion.
Th
e Co
ntra
ctor
sh
all
prov
ide
plan
t es
tabl
ishm
ent
of
the
requ
ired
sp
ecie
s of
pe
rman
ent
vege
tati
on p
rior
to
fina
l ac
cept
ance
of
the
proj
ect.
Pla
nt e
stab
lishm
ent
shal
l co
nsis
t of
pre
serv
ing,
pr
otec
ting
, r
esee
ding
, or
rep
lant
ing
and
othe
r su
ch w
ork
and
at s
uch
tim
e as
may
be
nece
ssar
y to
kee
p th
e ve
geta
ted
area
s in
a s
atis
fact
ory
cond
itio
n.��A
ll of
the
abo
ve w
ork
shal
l be
per
form
ed w
itho
ut
addi
tion
al c
ompe
nsat
ion,
unl
ess
othe
rwis
e sp
ecif
ied.
The
acce
ptan
ce o
f de
sign
ated
see
ded
area
s w
ill b
e ba
sed
upon
ver
ific
atio
n of
a s
atis
fact
ory
stan
d of
veg
etat
ive
cove
r in
the
sea
son
for
each
spe
cies
req
uire
d fo
r es
tabl
ishm
ent.
If
a sa
tisf
acto
ry
stan
d of
des
ired
veg
etat
ion
is n
ot e
stab
lishe
d, t
he a
rea
shal
l be
re-
seed
ed a
fter
app
ropr
iate
soi
l pr
epar
atio
n an
d re
-est
ablis
hed
wit
hout
add
itio
nal c
ost
to t
he D
epar
tmen
t.
A sa
tisf
acto
ry s
tand
of
vege
tati
ve c
over
sha
ll be
def
ined
as
a co
ver
of l
ivin
g pl
ants
, af
ter
true
le
aves
are
for
med
, of
the
req
uire
d se
ed s
peci
es d
esig
nate
d fo
r es
tabl
ishm
ent.
Gen
eral
ly a
n 80
%
cove
rage
w
ill
be
cons
ider
ed
acce
ptab
le.
Shou
ld
the
Cont
ract
or
prot
est
the
dete
rmin
atio
n of
sa
tisf
acto
ry s
tand
bas
ed o
n vi
sual
ana
lysi
s, a
ran
dom
sam
plin
g of
5 s
ampl
es p
er a
cre
{0.4
ha}
usi
ng a
sq
uare
yar
d {m
eter
} te
mpl
ate
may
be
exec
uted
to
dete
rmin
e th
e pe
rcen
t co
vera
ge.
Ther
e sh
ould
be
no
area
s vo
id o
f th
e re
quir
ed s
peci
es l
arge
r th
an 4
squ
are
feet
{0.
4 sq
uare
met
er}.
Pay
men
t fo
r se
edin
g,
fert
ilize
r, a
nd a
gric
ultu
ral
limes
tone
and
mul
ch w
ill b
e m
ade
in f
ull
upon
sat
isfa
ctor
y ap
plic
atio
n.
Paym
ent
for
addi
tion
al f
erti
lizer
and
agr
icul
tura
l lim
esto
ne w
ill b
e m
ade
in a
ccor
danc
e w
ith
the
requ
irem
ents
gi
ven
in
Arti
cle
652.
05.
Paym
ent
for
seed
ing
may
be
w
ithd
raw
n fo
r ar
eas
whe
re
vege
tati
ve c
over
is n
ot e
stab
lishe
d or
not
sat
isfa
ctor
ily m
aint
aine
d an
d fe
rtili
zed
afte
r es
tabl
ishm
ent.
Ev
ery
effo
rt s
houl
d be
mad
e to
est
ablis
h ve
geta
tion
of
perm
anen
t sp
ecie
s in
acc
orda
nce
wit
h th
e se
ason
al r
equi
rem
ents
sho
wn
for
each
spe
cies
in S
ecti
on 8
60.
Are
as w
here
the
sea
son
and
requ
ired
se
ed m
ix c
ause��t
he m
etho
d of
see
ding
in s
tubb
le t
o be
nec
essa
ry f
or t
he e
stab
lishm
ent
of a
per
man
ent
plan
t w
ill n
ot b
e co
nsid
ered
acc
epta
ble
unti
l ve
geta
tion
of
a pe
rman
ent
spec
ies
is s
atis
fact
orily
es
tabl
ishe
d. T
he p
roje
ct w
ill n
ot b
e ac
cept
ed f
or m
aint
enan
ce p
rior
to
acce
ptab
le e
stab
lishm
ent
of
vege
tati
on a
fter
see
ding
in s
tubb
le.
�����
Pa
ymen
t w
ill n
ot b
e m
ade
for
area
s of
uns
atis
fact
ory
stan
ds o
f ve
geta
tive
cov
er,
the
repa
ir o
f ar
eas
dam
aged
by
the
Cont
ract
or,
or f
or t
he r
epai
r of
was
hes
in a
reas
whe
re s
uffi
cien
t er
osio
n co
ntro
l m
easu
res
are
avai
labl
e to
the
Con
trac
tor.
Re
ques
ts f
rom
the
Con
trac
tor
for
paym
ent
for
area
s of
uns
atis
fact
ory
stan
ds o
f ve
geta
tive
co
ver
will
not
be
cons
ider
ed b
y th
e Co
nstr
ucti
on E
ngin
eer
wit
hout
the
sub
mit
tal
of d
ocum
enta
tion
of
abso
lute
adh
eren
ce t
o th
e re
quir
emen
ts f
or t
he a
pplic
atio
n of
top
soil
and
for
the
esta
blis
hmen
t of
the
ve
geta
tion
.
(i
) M
OW
ING
.
Th
e Co
ntra
ctor
sha
ll m
ow a
ll se
eded
are
as o
f m
edia
ns,
shou
lder
s an
d fr
ont
slop
es a
s di
rect
ed
or p
erm
itte
d by
the
Eng
inee
r. T
he C
ontr
acto
r sh
all
mow
whe
n th
e ve
geta
tion
bec
omes
a h
azar
d to
m
otor
ists
and
as
nece
ssar
y to
pro
mot
e gr
owth
of
the
requ
ired
per
man
ent
plan
t. M
owin
g sh
all
be
perf
orm
ed i
n a
man
ner
that
will
not
cau
se u
nnec
essa
ry d
amag
e to
des
irab
le v
eget
atio
n. M
owin
g of
le
sped
ezas
and
tal
l fes
cue
shal
l not
be
done
unt
il af
ter
thes
e pl
ants
hav
e pr
oduc
ed m
atur
e se
ed.
Mow
ing
shal
l ge
nera
lly b
e do
ne t
wic
e ea
ch y
ear
as d
irec
ted
or p
erm
itte
d by
the
Eng
inee
r an
d w
hen
vege
tati
on h
as g
row
n to
a h
eigh
t of
16
inch
es.
If t
he p
roje
ct i
s be
ing
cons
ider
ed f
or a
ccep
tanc
e fo
r m
aint
enan
ce b
y th
e D
epar
tmen
t an
d ha
s be
en m
owed
wit
hin
the
last
2 m
onth
s, a
ddit
iona
l m
owin
g w
ill n
ot b
e re
quir
ed.
Th
e Co
ntra
ctor
sha
ll m
ow,
cut
and
trim
as
clos
e as
pra
ctic
able
to
all
fixe
d ob
ject
s, e
xerc
isin
g ex
trem
e ca
re n
ot t
o da
mag
e tr
ees,
pla
nts,
shr
ubs,
del
inea
tors
and
oth
er a
ppur
tena
nces
. D
amag
e to
tr
ees,
pla
nts,
shr
ubs,
del
inea
tors
or
othe
r ap
purt
enan
ces
shal
l be
rep
aire
d or
rep
lace
d im
med
iate
ly b
y th
e Co
ntra
ctor
at
no c
ost
to t
he D
epar
tmen
t. T
he E
ngin
eer
will
det
erm
ine
if t
he d
amag
e m
ust
be
corr
ecte
d by
rep
air
or r
epla
cem
ent.
652.
04 M
etho
d of
Mea
sure
men
t.
(a
) SE
EDIN
G.
Seed
ing
will
be
mea
sure
d in
acr
es {
hect
ares
} pa
ralle
l to
the
see
ded
surf
ace
rega
rdle
ss o
f th
e m
etho
d of
est
ablis
hmen
t. ���
(b
) M
OW
ING
.
M
owin
g w
ill b
e m
easu
red
in a
cres
{he
ctar
es}
para
llel
to t
he m
owed
sur
face
. Ea
ch s
epar
ate
mow
ing
of t
he s
ame
loca
tion
will
be
mea
sure
d se
para
tely
.
652.
05 B
asis
of
Paym
ent.
(a)
UN
IT P
RICE
CO
VERA
GE.
Se
edin
g w
ill b
e pa
id f
or a
t th
e co
ntra
ct u
nit
pric
e pe
r ac
re {
hect
are}
whi
ch s
hall
be f
ull
com
pens
atio
n fo
r al
l gr
ound
pre
para
tion
, fu
rnis
hing
, pr
epar
ing,
soi
l am
endm
ents
(fe
rtili
zer
and
lime)
, se
eds,
inc
ludi
ng w
ater
nee
ded
in m
ixin
g, p
lant
ing,
est
ablis
hing
, an
d m
aint
aini
ng o
f th
e se
eded
are
as
unti
l fi
nal
acce
ptan
ce,
and
for
all
mat
eria
ls,
equi
pmen
t, t
ools
, la
bor,
and
inc
iden
tals
nec
essa
ry t
o co
mpl
ete
the
wor
k. A
ddit
iona
l fe
rtili
zer
or a
gric
ultu
ral
limes
tone
ord
ered
by
the
Engi
neer
will
be
paid
at
the
veri
fied
in
voic
e pr
ice
plus
15
pe
rcen
t.
The
seed
ing
item
w
ill
be
used
fo
r pa
ymen
t fo
r es
tabl
ishi
ng v
eget
atio
n re
gard
less
of
the
met
hods
use
d fo
r pl
anti
ng a
nd e
stab
lishm
ent.
Veg
etat
ion
esta
blis
hed
outs
ide
of t
he n
orm
al p
lant
ing
seas
on (
annu
al r
yegr
ass)
will
be
paid
for
at
the
cont
ract
pr
ice
for
seed
ing.
Ve
geta
tion
est
ablis
hed
by s
eedi
ng i
n st
ubbl
e w
ill a
lso
be p
aid
for
at t
he c
ontr
act
unit
pri
ce f
or s
eedi
ng.
All
mow
ing,
cut
ting
and
tri
mm
ing,
inc
ludi
ng m
owin
g re
quir
ed f
or s
eedi
ng i
n st
ubbl
e w
ill b
e pa
id f
or a
t th
e co
ntra
ct u
nit
pric
e bi
d pe
r ac
re {
hect
are}
whi
ch s
hall
be p
aym
ent
in f
ull
for
the
mow
ing
incl
udin
g eq
uipm
ent,
labo
r, a
nd in
cide
ntal
s ne
cess
ary
to c
ompl
ete
this
item
of
wor
k. T
he c
ontr
act
unit
pr
ice
shal
l al
so b
e fo
r m
owin
g re
quir
ed w
hen
the
vege
tati
on b
ecom
es a
haz
ard
to m
otor
ists
and
as
nece
ssar
y to
pro
mot
e gr
owth
of
the
requ
ired
per
man
ent
vege
tati
on.
(b
) PA
YMEN
T W
ILL
BE M
ADE
UN
DER
ITEM
NO
.:
652-
A S
eedi
ng -
per
acr
e {h
ecta
re}
652-
C M
owin
g -
per
acre
{he
ctar
e}
SECT
ION
654
SOLI
D S
OD
DIN
G
654.
01 D
escr
ipti
on.
Th
is
Sect
ion
shal
l co
ver
the
wor
k of
fu
rnis
hing
so
lid
gras
s so
ddin
g in
de
sign
ated
lo
cati
ons
thro
ugho
ut t
he c
onst
ruct
ion
limit
s of
the
wor
k.
Basi
c w
ork
cons
ists
of
grou
nd p
repa
rati
on,
furn
ishi
ng
and
plac
ing
requ
ired
soi
l am
endm
ents
, an
d fu
rnis
hing
and
ins
talli
ng s
od a
nd m
aint
enan
ce o
f th
e so
d in
clud
ing
wat
erin
g of
the
sod
for
the
life
of
the
cont
ract
.
654.
02 M
ater
ials
.
All m
ater
ials
sha
ll co
nfor
m t
o th
e ap
prop
riat
e re
quir
emen
ts o
f Se
ctio
n 86
0.
654.
03 C
onst
ruct
ion
Requ
irem
ents
.
Area
s to
re
ceiv
e so
d sh
all
be
prep
ared
in
ac
cord
ance
w
ith
the
requ
irem
ents
fo
r pl
anti
ng
vege
tati
on
in
soft
so
il gi
ven
in
Sect
ion
652.
Th
e re
quir
emen
ts
for
grou
nd
prep
arat
ion
and
the
appl
icat
ion
of i
niti
al a
nd f
inal
am
endm
ents
to
the
soil
shal
l ap
ply
to t
his
wor
k. T
he s
od s
hall
be p
lace
d on
the
pre
pare
d an
d am
ende
d so
il w
ith
no g
aps
betw
een
the
indi
vidu
al s
od p
iece
s or
rol
ls.
The
enti
re
sodd
ed a
rea
shal
l be
rol
led
wit
h a
wei
ghte
d ro
ller
to s
et e
ach
piec
e of
sod
int
o th
e to
psoi
l. S
taki
ng o
r st
aplin
g of
sod
is
requ
ired
on
slop
es 3
:1 o
r st
eepe
r an
d al
l ch
anne
l ap
plic
atio
ns a
nd s
hall
be d
one
wit
hout
add
itio
nal
com
pens
atio
n.
Whe
n re
quir
ed b
y th
e pl
ans,
Mul
ch C
ontr
ol N
etti
ng s
hall
be a
pplie
d in
acc
orda
nce
wit
h Se
ctio
n 65
6 an
d sh
all b
e a
subs
idia
ry o
blig
atio
n.
Th
e Co
ntra
ctor
sha
ll w
ater
, fi
ll w
ashe
s, a
nd o
ther
wis
e pr
otec
t an
d m
aint
ain
all
sodd
ed a
reas
unt
il th
e co
ntra
ct is
acc
epte
d fo
r m
aint
enan
ce o
r un
til
the
bond
is r
elea
sed
if a
bon
d w
as r
equi
red.
Pay
men
t w
ill n
ot b
e m
ade
for
area
s of
uns
atis
fact
ory
stan
ds o
f ve
geta
tive
cov
er,
the
repa
ir o
f ar
eas
dam
aged
by
the
Cont
ract
or,
or f
or t
he r
epai
r of
was
hes
in a
reas
whe
re s
uffi
cien
t er
osio
n co
ntro
l m
easu
res
are
avai
labl
e to
the
Con
trac
tor.
Req
uest
s fr
om t
he C
ontr
acto
r fo
r pa
ymen
t fo
r ar
eas
of u
nsat
isfa
ctor
y so
d w
ill
not
be
cons
ider
ed
wit
hout
th
e su
bmit
tal
of
docu
men
tati
on
of
abso
lute
ad
here
nce
to
the
requ
irem
ents
for
the
est
ablis
hmen
t of
the
sol
id s
oddi
ng.
Th
e re
quir
emen
ts
give
n in
Se
ctio
n 65
2 sh
all
appl
y to
th
e de
term
inat
ion
of
a sa
tisf
acto
ry
inst
alla
tion
of
solid
sod
exc
ept
that
a 9
5 %
livin
g co
vera
ge w
ill b
e re
quir
ed.
654.
04 M
etho
d of
Mea
sure
men
t.
So
lid S
oddi
ng w
ill b
e m
easu
red
in s
quar
e ya
rds
{squ
are
met
ers}
fro
m m
easu
rem
ents
mad
e pa
ralle
l to
the
sur
face
of
the
area
cov
ered
by
the
sod.
654.
05 B
asis
of
Paym
ent.
(a)
UN
IT P
RICE
CO
VERA
GE.
So
lid
Sodd
ing
will
be
pa
id
for
at
the
cont
ract
un
it
pric
e,
whi
ch
pric
e sh
all
be
full
com
pens
atio
n fo
r fu
rnis
hing
the
sod
, gr
ound
pre
para
tion
, pl
anti
ng,
soil
amen
dmen
ts,
rolli
ng,
wat
erin
g,
and
mai
ntai
ning
the
sod
unt
il ac
cept
ance
of
the
cont
ract
, an
d fo
r al
l ot
her
mat
eria
ls,
equi
pmen
t,
tool
s, a
nd l
abor
nec
essa
ry t
o co
mpl
ete
the
wor
k. A
ddit
iona
l fe
rtili
zer
or a
gric
ultu
ral
limes
tone
ord
ered
by
the
Eng
inee
r w
ill b
e pa
id a
t th
e ve
rifi
ed in
voic
e pr
ice
plus
15
perc
ent.
(b
) PA
YMEN
T W
ILL
BE M
ADE
UN
DER
ITEM
NO
.:
654-
A S
olid
Sod
ding
- p
er s
quar
e ya
rd {
squa
re m
eter
}
���
SECT
ION
656
MU
LCH
ING
FO
R VE
GET
ATI
ON
EST
ABL
ISH
MEN
T65
6.01
Des
crip
tion
.
This
Sec
tion
sha
ll co
ver
the
wor
k of
fur
nish
ing
and
plac
ing
mul
chin
g m
ater
ials
ove
r th
e so
il su
rfac
e to
pr
ovid
e pr
otec
tion
fr
om
soil
eros
ion
and
to
aid
in
rete
ntio
n of
so
il m
oist
ure
for
vege
tati
on
esta
blis
hmen
t.
656.
02 M
ater
ials
.
Mul
ch m
ater
ials
sha
ll be
fur
nish
ed i
n co
mpl
ianc
e w
ith
the
requ
irem
ents
giv
en i
n Ar
ticl
e 86
0.03
. A
list
of
acce
ptab
le
Hyd
raul
ic
Mul
ch
prod
ucts
, M
ulch
Co
ntro
l N
etti
ng
and
Tack
ifie
rs
(Lis
t II-
20,
“TAC
KIFI
ERS,
MU
LCH
CO
NTR
OL
NET
TIN
G,
AND
HYD
RAU
LIC
MU
LCH
PRO
DU
CTS”
) is
giv
en i
n th
e AL
DO
T m
anua
l tit
led
“Mat
eria
ls,
Sour
ces,
and
Dev
ices
wit
h Sp
ecia
l Acc
epta
nce
Requ
irem
ents
”.
656.
03 C
onst
ruct
ion
Requ
irem
ents
.
(a)
MU
LCH
ING
OPE
RATI
ON
S.
Seed
ed a
reas
sha
ll be
cov
ered
wit
h m
ulch
wit
hin
48 h
ours
aft
er s
eedi
ng.
Mul
ch s
hall
be
appl
ied
at t
he r
ates
req
uire
d be
low
for
the
typ
e of
mul
ch u
sed.
Mul
ch s
hall
be f
urni
shed
to
effe
ctiv
ely
cont
rol e
rosi
on a
nd p
rom
ote
the
esta
blis
hmen
t of
veg
etat
ion.
D
ry b
low
n m
ulch
sha
ll be
sta
biliz
ed b
y cr
impi
ng,
by t
he a
pplic
atio
n of
a t
acki
fier
adh
esiv
e, o
r by
anc
hori
ng w
ith
a m
ulch
con
trol
net
ting
; ho
wev
er,
crim
ping
sha
ll on
ly b
e al
low
ed o
n sl
opes
3:1
or
flat
ter.
Dur
ing
crim
ping
ope
rati
ons,
car
e sh
all
be t
aken
to
follo
w a
s cl
osel
y as
pos
sibl
e to
the
con
tour
s of
the
mul
ched
sur
face
. Cr
impi
ng s
hall
resu
lt i
n th
e m
ulch
bei
ng s
ecur
ely
lodg
ed i
nto
the
soil
prov
idin
g bo
th e
rosi
on p
rote
ctio
n an
d pr
omot
ion
of v
eget
atio
n es
tabl
ishm
ent.
H
ydra
ulic
M
ulch
pr
oduc
ts
shal
l be
ap
plie
d in
ac
cord
ance
w
ith
man
ufac
ture
r re
com
men
dati
ons,
ty
pica
lly
in
oppo
sing
di
rect
ions
to
pr
ovid
e a
solid
bl
anke
t of
m
ulch
pr
oduc
t.
Hyd
raul
ic M
ulch
es s
hall
not
be in
stal
led
in a
reas
sub
ject
to
chan
neliz
ed f
low
or
area
s ha
ving
a p
oten
tial
to
flo
od d
urin
g a
loca
l 2 y
ear,
24
hour
sto
rm e
vent
.
(b
) RA
TE O
F M
ULC
H A
PPLI
CATI
ON
.
D
ry b
low
n m
ulch
sha
ll be
app
lied
at a
rat
e of
not
les
s th
an 2
ton
s pe
r ac
re {
4500
kg/
ha}.
Pr
oof
of m
ater
ial
wei
ght
shal
l be
pro
vide
d to
the
Eng
inee
r by
the
Con
trac
tor
upon
del
iver
y of
the
m
ater
ials
to
the
proj
ect
site
. Th
e w
eigh
t ti
cket
sha
ll co
ntai
n al
l it
ems
requ
ired
in
Item
109
.01(
h)2.
w
ith
the
exce
ptio
n of
the
nam
e of
the
pro
duce
r an
d th
e tr
uck
num
ber.
H
ydra
ulic
Mul
ch p
rodu
cts
shal
l be
app
lied
at t
he r
ate
desi
gnat
ed b
y th
e m
anuf
actu
rer
for
the
spec
ific
slo
pe w
here
the
y ar
e be
ing
appl
ied
to p
rovi
de a
sol
id b
lank
et o
f th
e m
ulch
pro
duct
wit
h no
soi
l sh
owin
g. I
n no
cas
e sh
all
the
appl
ied
rate
be
less
tha
n 1
ton
per
acre
{22
50 k
g/ha
} fo
r hy
drau
lical
ly
appl
ied
mul
ches
.
Th
e ap
plic
atio
n ra
te w
ill b
e ve
rifi
ed b
y us
ing
the
air
dry
wei
ght
{mas
s} p
er p
ound
{ki
logr
am}
and
divi
ding
by
the
surf
ace
dim
ensi
ons
of t
he a
rea
cove
red.
(c
) EQ
UIP
MEN
T.
Dry
blo
wn
mul
ch s
hall
be a
pplie
d w
ith
a m
echa
nica
l m
ulch
spr
eade
r de
sign
ed t
o br
eak
up
balls
or
clus
ters
of
mul
ch.
If a
tac
kifi
er a
dhes
ive
is u
sed
to s
ecur
e th
e m
ulch
, th
e m
ulch
spr
eade
r sh
all
be e
quip
ped
to a
pply
the
adh
esiv
e ef
fect
ivel
y to
the
mul
ch t
o fo
rm a
uni
form
, po
rous
and
sta
ble
mul
ch
blan
ket
held
in
plac
e by
the
adh
esiv
e. T
he a
dhes
ive
may
als
o be
app
lied
hydr
aulic
ally
aft
er m
ulch
ap
plic
atio
n.
Crim
pers
sha
ll be
rol
ler-
type
dev
ices
equ
ippe
d w
ith
flat
, un
cupp
ed,
dull
edge
d di
sks.
The
di
sks
shal
l ha
ve a
min
imum
wid
th o
f 1/
4 of
an
inch
{6
mm
} an
d sh
all
be p
lace
d a
max
imum
of
8 in
ches
{2
00 m
m}
apar
t al
ong
the
axle
or
shaf
t. C
rim
pers
sha
ll be
spe
cial
ly d
esig
ned
so t
hat
by a
ddin
g w
eigh
t {m
ass}
or
usin
g hy
drau
lic f
orce
fro
m t
he t
ract
or t
he m
ulch
will
be
imbe
dded
a m
inim
um o
f 2
inch
es {
50
mm
} in
to t
he g
roun
d. T
he d
iam
eter
of
the
disk
s sh
all
be l
arge
eno
ugh
to p
reve
nt t
he a
xle
or s
haft
fro
m
drag
ging
or
in a
ny w
ay d
istu
rbin
g th
e m
ulch
or
soil.
Und
er n
o ci
rcum
stan
ces
shal
l a
disc
har
row
be
used
to
per
form
the
cri
mpi
ng o
pera
tion
.
H
ydra
ulic
mul
ch a
pplic
atio
n sh
all
be p
erfo
rmed
usi
ng e
quip
men
t de
sign
ed f
or t
his
purp
ose
and
that
is in
com
plia
nce
wit
h th
e re
com
men
dati
ons
of t
he m
ulch
pro
duct
man
ufac
ture
r.
656.
04 M
etho
d of
Mea
sure
men
t.
M
ulch
will
be
mea
sure
d by
the
acr
e {h
ecta
re}
of t
he f
inis
hed
surf
ace
dim
ensi
ons
of t
he a
rea
orde
red
trea
ted.
656.
05 B
asis
of
Paym
ent.
(a)
UN
IT P
RICE
CO
VERA
GE.
M
ulch
will
be
paid
for
at
the
cont
ract
uni
t pr
ice
whi
ch s
hall
be p
aym
ent
in f
ull
for
mat
eria
ls,
incl
udin
g ta
ckif
iers
or
mul
ch c
ontr
ol n
etti
ng (
if u
sed)
, eq
uipm
ent,
too
ls a
nd l
abor
nec
essa
ry t
o fu
rnis
h,
plac
e an
d m
aint
ain
the
mul
ch.
Paym
ent
for
this
wor
k w
ill b
e m
ade
upon
sat
isfa
ctor
y ap
plic
atio
n of
the
mul
chin
g.
(b
) PA
YMEN
T W
ILL
BE M
ADE
UN
DER
ITEM
NO
.:
656-
A M
ulch
ing
- pe
r ac
re {
hect
are}
SECT
ION
659
ROLL
ED A
ND
HYD
RAU
LIC
ERO
SIO
N C
ON
TRO
L PR
OD
UCT
S
659.
01 D
escr
ipti
on.
Th
is S
ecti
on s
hall
cove
r th
e w
ork
of f
urni
shin
g, i
nsta
lling
, an
d m
aint
aini
ng R
olle
d Er
osio
n Co
ntro
l Pr
oduc
ts (
RECP
s) a
nd H
ydra
ulic
Ero
sion
Con
trol
Pro
duct
s (H
ECPs
). R
ECPs
and
HEC
Ps w
ill b
e re
ferr
ed t
o as
“er
osio
n co
ntro
l pr
oduc
ts”
in t
his
sect
ion.
Are
as t
o be
cov
ered
by
eros
ion
cont
rol
prod
ucts
(EC
Ps)
will
be
show
n on
the
pla
ns o
r w
ill b
e de
sign
ated
by
the
Engi
neer
.
659.
02 M
ater
ials
.
(a)
ACCE
PTAB
LE E
ROSI
ON
CO
NTR
OL
PRO
DU
CTS.
Er
osio
n co
ntro
l pr
oduc
ts s
hall
be f
urni
shed
in
com
plia
nce
wit
h th
e re
quir
emen
ts g
iven
in
Arti
cle
860.
11.
A lis
t of
acc
epta
ble
eros
ion
cont
rol
prod
ucts
(LI
ST II
-11
"RO
LLED
AN
D H
YDRA
ULI
C ER
OSI
ON
CO
NTR
OL
PRO
DU
CTS"
) is
giv
en i
n th
e AL
DO
T m
anua
l ti
tled
"M
ater
ials
, So
urce
s, a
nd D
evic
es
wit
h Sp
ecia
l Ac
cept
ance
Re
quir
emen
ts".
In
form
atio
n co
ncer
ning
th
e lis
t an
d m
anua
l is
gi
ven
in
Suba
rtic
le 1
06.0
1(f)
and
ALD
OT-
355
"Gen
eral
Inf
orm
atio
n Co
ncer
ning
Mat
eria
ls,
Sour
ces,
and
Dev
ices
w
ith
Spec
ial A
ccep
tanc
e Re
quir
emen
ts".
(b
) U
TILI
ZATI
ON
OF
ERO
SIO
N C
ON
TRO
L PR
OD
UCT
S.
1. T
EMPO
RARY
ERO
SIO
N C
ON
TRO
L PR
OD
UCT
S.
Te
mpo
rary
EC
P's
shal
l be
fu
rnis
hed
to
effe
ctiv
ely
cont
rol
eros
ion
and
enha
nce
the
esta
blis
hmen
t of
veg
etat
ion
duri
ng a
def
ined
min
imum
per
iod
of t
ime
calle
d "f
unct
iona
l lo
ngev
ity"
. Th
e Co
ntra
ctor
sha
ll be
res
pons
ible
for
sel
ecti
ng a
ppro
ved
ECPs
wit
h a
func
tion
al l
onge
vity
of
suff
icie
nt
dura
tion
to
allo
w e
stab
lishm
ent
of p
erm
anen
t ve
geta
tion
pri
or t
o pr
oduc
t de
grad
atio
n or
as
show
n on
th
e pl
ans
or a
s de
sign
ated
by
the
Engi
neer
.
2.
PER
MAN
ENT
ERO
SIO
N C
ON
TRO
L PR
OD
UCT
S.
P
erm
anen
t EC
Ps
shal
l be
fu
rnis
hed
to
effe
ctiv
ely
cont
rol
eros
ion,
en
hanc
e th
e es
tabl
ishm
ent
of v
eget
atio
n, a
nd p
erm
anen
tly
rein
forc
e ve
geta
tion
for
app
licat
ions
whe
re p
erm
anen
t ve
geta
tion
alo
ne w
ill n
ot p
rovi
de s
uffi
cien
t pr
otec
tion
aga
inst
ant
icip
ated
ero
sive
for
ces.
(c
) SE
LECT
ION
OF
ERO
SIO
N C
ON
TRO
L PR
OD
UCT
S.
ECPs
will
be
spec
ifie
d ba
sed
on t
he c
hara
cter
isti
cs o
f th
e in
tend
ed a
pplic
atio
n si
te.
The
max
imum
slo
pe o
r th
e m
axim
um a
ntic
ipat
ed c
hann
el s
hear
str
ess
from
the
flo
w o
f w
ater
is g
iven
in t
he
follo
win
g ta
ble
for
each
typ
e of
ero
sion
con
trol
pro
duct
.
ERO
SIO
N C
ON
TRO
L PR
OD
UCT
S
Prod
uct
Appl
icat
ion
ECP
Type
M
axim
um S
lope
(H
:V)
Max
imum
Ant
icip
ated
Ch
anne
l She
ar S
tres
s1
(Pou
nds
per
Squa
re F
oot)
Slop
e
S4
4:1
- S3
3:
1 -
S2
2:1
- S1
1:
1 -
Chan
nel
C2
- 2.
0 C4
-
4.0
C6
- 6.
0 C8
-
8.0
C10
- 10
.0
NO
TE 1
(in
the
tab
le o
f EC
Ps)
: Th
e ap
prox
imat
e sh
ear
stre
ss t
hat
an E
CP w
ould
be
expo
sed
to
in a
cha
nnel
may
be
calc
ulat
ed f
rom
the
for
mul
a:
Ap
prox
imat
e Sh
ear
Stre
ss =
g X
D X
Sb
g
= U
nit
wei
ght
of w
ater
: 62
.4 p
ound
s pe
r cu
bic
foot
;
D =
max
imum
exp
ecte
d de
pth
of w
ater
in t
he c
hann
el (
feet
);
S b
= s
lope
of
bed
in (
feet
per
foo
t).
659.
03 C
onst
ruct
ion
Requ
irem
ents
.
(a)
REQ
UIR
ED T
YPE
OF
ECP.
Th
e Co
ntra
ctor
sha
ll fu
rnis
h th
e Ty
pe o
f EC
P sh
own
on t
he p
lans
or
desi
gnat
ed b
y th
e En
gine
er.
Unl
ess
show
n ot
herw
ise
on t
he p
lans
, RE
CPs
and
HEC
Ps m
ay b
e us
ed i
nter
chan
geab
ly i
f eq
uiva
lent
REC
Ps a
nd H
ECPs
are
app
rove
d fo
r us
e. T
he r
equi
red
Type
of
ECP
shal
l no
t be
cha
nged
w
itho
ut t
he w
ritt
en a
ppro
val
of t
he E
ngin
eer.
Are
as r
equi
ring
rap
idly
deg
radi
ng o
r no
-net
pro
duct
s w
ill
be s
how
n on
the
pla
ns.
If t
he r
equi
red
Type
of
ECP
is n
ot a
vaila
ble
to b
e se
lect
ed f
rom
Lis
t II-
11,
the
Cont
ract
or s
hall
furn
ish
a m
ore
subs
tant
ial
ECP
from
Lis
t II-
11 w
itho
ut a
ddit
iona
l co
mpe
nsat
ion.
(Fo
r ex
ampl
e, if
a T
ype
S3 E
CP i
s sh
own
to b
e re
quir
ed o
n th
e pl
ans,
and
the
re a
re n
o Ty
pe S
3 pr
oduc
ts s
how
n in
Lis
t II-
11,
Type
S2
or T
ype
S1 w
ill b
e an
acc
epta
ble
subs
titu
te.
Sim
ilarl
y, if
a T
ype
C4 E
CP is
sho
wn
to b
e re
quir
ed
on t
he p
lans
, an
d th
ere
are
no T
ype
C4 p
rodu
cts
show
n in
Lis
t II-
11,
Type
s C6
, C8
or
C10
will
be
an
acce
ptab
le s
ubst
itut
e.)
(b
) PR
ELIM
INAR
Y PR
EPAR
ATIO
N.
Prio
r to
pla
cem
ent
of t
he E
CP,
the
area
sha
ll ha
ve b
een
prep
ared
in
acco
rdan
ce w
ith
the
requ
ired
gro
und
prep
arat
ion,
fer
tiliz
ing,
see
ding
or
othe
r re
quir
ed t
reat
men
t.
(c
) IN
STAL
LATI
ON
OF
ECP.
Th
e Co
ntra
ctor
sha
ll su
bmit
the
ECP
man
ufac
ture
r's in
stal
lati
on r
equi
rem
ents
to
the
Engi
neer
. Th
e re
quir
emen
ts s
hall
be s
ubm
itte
d to
the
Eng
inee
r be
fore
beg
inni
ng t
he i
nsta
llati
on.
The
ECP
shal
l be
ins
talle
d in
acc
orda
nce
wit
h th
e m
anuf
actu
rer's
req
uire
men
ts u
nles
s di
rect
ed o
ther
wis
e by
the
En
gine
er.
Rolle
d EC
P ty
pica
l in
stal
lati
on s
hall
be p
aral
lel
to t
he d
irec
tion
of
flow
. Th
ere
shal
l be
an
anch
or t
renc
h at
the
top
of
the
inst
alla
tion
. U
pstr
eam
REC
Ps s
hall
over
lap
any
dow
nstr
eam
REC
Ps.
Adja
cent
REC
PS s
hall
also
be
over
lapp
ed.
Stap
les
shal
l be
pla
ced
on o
verl
aps,
at
the
toe
of t
he R
ECP,
an
d th
roug
hout
the
REC
P in
stal
lati
on t
o en
sure
the
REC
P is
in c
onta
ct w
ith
the
unde
rlyi
ng s
oil.
Ro
lled
ECPs
tha
t ar
e so
il-fi
lled
perm
anen
t tu
rf r
einf
orce
men
t m
ats
will
req
uire
eit
her
a te
mpo
rary
rol
led
eros
ion
cont
rol
prod
uct
or s
od i
nsta
lled
on t
he s
oil
surf
ace
to p
reve
nt e
rosi
on u
ntil
perm
anen
t ve
geta
tion
is e
stab
lishe
d.
Hyd
raul
ic E
CP t
ypic
al i
nsta
llati
on s
hall
be i
n op
posi
ng d
irec
tion
s to
pro
vide
a s
olid
bla
nket
of
prod
uct.
H
ECPs
sh
all
be
appl
ied
by
equi
pmen
t th
at
mee
ts
the
reco
mm
enda
tion
s of
th
e pr
oduc
t m
anuf
actu
rer.
HEC
Ps s
hall
be a
pplie
d at
the
rat
e de
sign
ated
by
the
man
ufac
ture
r sp
ecif
ic t
o th
e sl
ope.
Th
e ap
plic
atio
n ra
te w
ill b
e ve
rifi
ed b
y m
easu
ring
the
air
dry
wei
ght
{mas
s} p
er p
ound
{ki
logr
am}
and
divi
ding
by
the
surf
ace
dim
ensi
ons
of t
he a
rea
cove
red.
HEC
Ps s
houl
d no
t be
ins
talle
d in
are
as s
ubje
ct
to c
hann
eliz
ed f
low
or
area
s ha
ving
a p
oten
tial
to
floo
d du
ring
a lo
cal 2
yea
r, 2
4 ho
ur s
torm
eve
nt.
(d
) PR
OTE
CTIO
N O
F EC
P.
The
ECPs
sha
ll be
pro
tect
ed d
urin
g al
l co
nstr
ucti
on o
pera
tion
s. P
aym
ent
will
not
be
mad
e fo
r th
e re
pair
or
repl
acem
ent
of t
he E
CPs
dam
aged
by
the
Cont
ract
or,
or f
or t
he r
epai
r or
rep
lace
men
t of
EC
Ps t
hat
fail
beca
use
of im
prop
er in
stal
lati
on.
659.
04 M
etho
d of
Mea
sure
men
t.
Er
osio
n co
ntro
l pro
duct
s (E
CPs)
will
be
mea
sure
d by
the
squ
are
yard
{sq
uare
met
er}
of t
he f
inis
hed
surf
ace
dim
ensi
ons
of t
he a
rea
cove
red.
Sep
arat
e m
easu
rem
ent
will
not
be
mad
e fo
r fo
lds,
lap
s, c
heck
sl
ots,
anc
hor
slot
s, e
tc.
659.
05 B
asis
of
Paym
ent.
(a)
UN
IT P
RICE
CO
VERA
GE.
EC
Ps w
ill b
e pa
id f
or a
t th
e co
ntra
ct u
nit
pric
e, w
hich
sha
ll be
ful
l co
mpe
nsat
ion
for
the
furn
ishi
ng
and
inst
alla
tion
of
th
e pr
oduc
t in
clud
ing
all
mat
eria
ls,
equi
pmen
t,
tool
s,
labo
r an
d in
cide
ntal
s re
quir
ed t
o co
mpl
ete
this
item
of
wor
k.
(b
) PA
YMEN
T W
ILL
BE M
ADE
UN
DER
ITEM
NO
.:
659-
C E
rosi
on C
ontr
ol P
rodu
ct,
Type
*
- p
er s
quar
e ya
rd {
squa
re m
eter
}
*
Type
of
ECP:
S4,
S3,
S2,
S1,
C2,
C4,
C6,
C8,
C10
SECT
ION
665
TEM
PORA
RY S
OIL
ERO
SIO
N A
ND
SED
IMEN
T CO
NTR
OL
665.
01 D
escr
ipti
on.
Th
e Co
ntra
ctor
sha
ll pr
ovid
e an
d m
aint
ain
tem
pora
ry s
oil
eros
ion
and
sedi
men
t co
ntro
l to
pro
tect
th
e pr
ojec
t si
te f
rom
ero
sion
and
adj
acen
t pr
oper
ty a
nd w
ater
s fr
om d
amag
e by
sed
imen
t tr
ansp
ort
and
depo
siti
on
duri
ng
cons
truc
tion
. "B
est
Man
agem
ent
Prac
tice
s"
(BM
Ps)
shal
l be
pr
ovid
ed
and
mai
ntai
ned
to c
ontr
ol s
oil
eros
ion
and
sedi
men
t tr
ansp
ort.
A B
MP
is a
ny p
roce
dure
, pr
oces
s, t
echn
ique
, pl
an o
r de
vice
tha
t ca
n be
uti
lized
to
enha
nce
the
cont
rol o
f so
il er
osio
n an
d se
dim
ent
tran
spor
t.
665.
02 M
ater
ials
.
(a)
TEM
PORA
RY S
EED
ING
.
Se
eds
shal
l be
furn
ishe
d in
acc
orda
nce
wit
h th
e re
quir
emen
ts g
iven
in It
em 8
60.0
1(a)
1.
Seed
mix
es u
sed
for
tem
pora
ry s
eedi
ng s
hall
be in
acc
orda
nce
wit
h th
e fo
llow
ing
tabl
e:
TEM
PORA
RY S
EED
ING
Sept
embe
r th
roug
h D
ecem
ber
Annu
al R
yegr
ass
25 p
ound
s pe
r ac
re {
28 k
g pe
r he
ctar
e}
Kent
ucky
31
Fesc
ue30
pou
nds
per
acre
{34
kg
per
hect
are}
Re
seed
ing
Crim
son
Clov
er10
pou
nds
per
acre
{11
kg
per
hect
are}
Ja
nuar
y th
roug
h Ap
ril 1
5Ke
ntuc
ky 3
1 Fe
scue
30 p
ound
s pe
r ac
re {
34 k
g pe
r he
ctar
e}
Rese
edin
g Cr
imso
n Cl
over
30 p
ound
s pe
r ac
re {
34 k
g pe
r he
ctar
e}
Annu
al R
yegr
ass
15 p
ound
s pe
r ac
re {
18 k
g pe
r he
ctar
e}
Apri
l 16
thro
ugh
Augu
stBr
own
Top
Mill
et30
pou
nds
per
acre
{34
kg
per
hect
are}
Ke
ntuc
ky 3
1 Fe
scue
30 p
ound
s pe
r ac
re {
34 k
g pe
r he
ctar
e}
Hul
led
Berm
uda
Gra
ss10
pou
nds
per
acre
{11
kg
per
hect
are}
(b
) TE
MPO
RARY
MU
LCH
ING
.
Te
mpo
rary
mul
chin
g m
ater
ials
sha
ll co
nfor
m t
o th
e re
quir
emen
ts g
iven
in
Arti
cle
860.
03 f
or
Mul
chin
g M
ater
ial.
(c
) TE
MPO
RARY
PIP
E.
Tem
pora
ry p
ipe
may
be
cons
truc
ted
of a
ny t
ype
of m
ater
ial
that
will
be
suit
able
for
the
re
quir
ed w
ork.
The
ins
ide
diam
eter
of
the
pipe
sha
ll be
sel
ecte
d by
the
Con
trac
tor
base
d on
exp
ecte
d fl
ows
and
shal
l be
a m
inim
um o
f 12
inc
hes
{300
mm
} or
as
show
n on
the
pla
ns.
End
trea
tmen
ts,
join
t se
ctio
ns,
and
tees
sha
ll al
so b
e of
mat
eria
ls a
nd s
izes
tha
t ar
e su
itab
le f
or t
he r
equi
red
wor
k. A
ncho
rs
shal
l be
inst
alle
d w
hen
requ
ired
to
keep
the
pip
e in
pla
ce.
(d
) PO
LYET
HYL
ENE.
Po
lyet
hyle
ne s
heet
s m
ay b
e of
any
siz
e or
col
or c
apab
le o
f se
rvin
g th
e pu
rpos
e in
tend
ed
prov
ided
it is
of
at le
ast
4 m
il {0
.1 m
m}
in t
hick
ness
.����
(e
) TE
MPO
RARY
CO
ARSE
AG
GRE
GAT
E.
Tem
pora
ry
coar
se
aggr
egat
e sh
all
be
eith
er
ston
e or
co
ncre
te
from
th
e de
mol
itio
n of
st
ruct
ures
on
the
Righ
t of
Way
.
St
one
aggr
egat
e fo
r st
abili
zed
cons
truc
tion
ent
ranc
es s
hall
mee
t th
e re
quir
emen
ts f
or A
LDO
T N
umbe
r 1
coar
se a
ggre
gate
giv
en in
Sec
tion
801
. Co
ncre
te f
rom
the
dem
olit
ion
of s
truc
ture
s sh
all
mee
t th
e gr
adat
ion
requ
irem
ents
for
ALD
OT
Num
ber
1 co
arse
agg
rega
te g
iven
in
Sect
ion
801.
Rei
nfor
cing
st
eel s
hall
be r
emov
ed f
rom
the
con
cret
e us
ed f
or t
empo
rary
coa
rse
aggr
egat
e.
Ston
e ag
greg
ate
for
othe
r er
osio
n an
d se
dim
ent
cont
rol
purp
oses
sha
ll be
the
siz
e sh
own
on
the
plan
s an
d sh
all m
eet
the
requ
irem
ents
giv
en in
Sec
tion
801
.
(f
) TE
MPO
RARY
RIP
RAP.
U
nles
s sh
own
othe
rwis
e on
the
pla
ns,
tem
pora
ry r
ipra
p sh
all
be e
ithe
r st
one
or c
oncr
ete
from
th
e de
mol
itio
n of
str
uctu
res
on t
he R
ight
of
Way
. St
one
ripr
ap s
hall
mee
t th
e re
quir
emen
ts f
or C
lass
2
ripr
ap g
iven
in
Sect
ion
814.
Con
cret
e fr
om t
he d
emol
itio
n of
str
uctu
res
shal
l m
eet
the
size
and
wei
ght
requ
irem
ents
giv
en f
or C
lass
2 r
ipra
p in
Sec
tion
814
. Re
info
rcin
g st
eel
shal
l be
cut
flu
sh w
ith
the
surf
aces
of
the
dem
olis
hed
conc
rete
.
(g
) H
AY B
ALES
.
Ba
les
may
be
eith
er h
ay o
r st
raw
con
tain
ing
5 cu
bic
feet
{0.
14 m
³} o
f m
ater
ial
and
havi
ng a
w
eigh
t {m
ass}
of
not
less
tha
n 35
pou
nds
{16
kg}
wit
h a
min
imum
leng
th o
f 3
feet
{0.
9 m
}.
(h
) SA
ND
BAG
S.
Bags
may
be
cott
on,
burl
ap,
wov
en p
olyp
ropy
lene
, po
lyet
hyle
ne,
poly
amid
e fa
bric
or
othe
r m
ater
ial
that
will
ade
quat
ely
conf
ine
the
aggr
egat
e co
nten
t fo
r th
e du
rati
on o
f th
e us
e of
the
bag
. Ba
gs s
hall
be f
illed
wit
h sa
nd,
limes
tone
scr
eeni
ngs
or a
ggre
gate
tha
t is
sm
alle
r th
an A
LDO
T #7
8. F
ill
mat
eria
l sh
all
be s
elec
ted
by t
he C
ontr
acto
r ba
sed
on t
he r
equi
red
bag
appl
icat
ion.
Eac
h fi
lled
bag
shal
l ha
ve m
inim
um d
imen
sion
s of
18”
x 1
2” x
3”
{450
mm
x 3
05 m
m x
75
mm
} an
d sh
all
have
a
min
imum
wei
ght
{mas
s} o
f 30
pou
nds
{13
kg}.
(i
) SI
LT F
ENCE
.
Si
lt f
ence
sha
ll be
a g
eote
xtile
filt
er s
uppo
rted
bet
wee
n po
sts
wit
h a
wir
e m
esh
back
ing
as
show
n on
the
pla
ns.
Post
s sh
all
be s
tron
g en
ough
to
prov
ide
and
reta
in t
he f
ence
con
figu
rati
on s
how
n on
the
pla
ns w
hile
bei
ng s
ubje
cted
to
load
ing
of s
ilt,
wat
er a
nd d
ebri
s.
Silt
fe
nce
shal
l m
eet
the
requ
irem
ents
gi
ven
in
Sect
ion
810
and
AASH
TO
M
288
as
supp
lem
ente
d by
the
fol
low
ing
requ
irem
ents
:
- Th
e su
ppor
t ba
ckin
g fo
r th
e ge
otex
tile
sha
ll be
14
gage
ste
el w
ire
mes
h. T
he v
erti
cal
spac
ing
of t
he w
ire
in t
he m
esh
shal
l be
6 {
150
mm
} in
ches
. Th
e m
inim
um h
oriz
onta
l sp
acin
g of
the
w
ires
sha
ll be
6 in
ches
{15
0 m
m}
and
the
max
imum
hor
izon
tal s
paci
ng s
hall
be 1
2 in
ches
{30
0 m
m}.
- Th
e ge
otex
tile
filt
er s
hall
be e
ithe
r a
non-
wov
en g
eote
xtile
or
a w
oven
geo
text
ile
com
pose
d of
mon
ofila
men
t ya
rns.
A
list
of g
eote
xtile
mat
eria
ls a
ccep
tabl
e fo
r us
e in
thi
s ap
plic
atio
n (L
ist
II-3
“GEO
TEXT
ILES
”)
is
give
n in
th
e AL
DO
T m
anua
l ti
tled
“M
ater
ials
, So
urce
s,
and
Dev
ices
w
ith
Spec
ial
Acce
ptan
ce
Requ
irem
ents
”.
(j
) W
ATTL
ES.
A w
attl
e sh
all
be
a tu
bula
r sh
aped
pr
oduc
t sp
ecif
ical
ly
man
ufac
ture
d fo
r er
osio
n an
d se
dim
ent
cont
rol.
Bio
degr
adab
le w
attl
es s
hall
be m
anuf
actu
red
usin
g in
terw
oven
bio
degr
adab
le p
lant
m
ater
ial
such
as
stra
w,
coir
, or
woo
d sh
avin
gs i
n bi
odeg
rada
ble
or p
hoto
degr
adab
le n
etti
ng t
hat
is o
f su
ffic
ient
str
engt
h to
res
ist
dam
age
duri
ng h
andl
ing,
ins
talla
tion
and
use
. W
attl
es m
anuf
actu
red
usin
g no
n-bi
odeg
rada
ble
mat
eria
ls s
hall
be c
ompl
etel
y re
mov
ed f
rom
the
pro
ject
whe
n no
lon
ger
requ
ired
or
usef
ul.
Dis
posa
l sha
ll be
in a
ccor
danc
e w
ith
reco
mm
enda
tion
s fr
om t
he w
attl
e m
anuf
actu
rer.
Th
e re
quir
ed m
inim
um d
iam
eter
of
the
wat
tle
shal
l be
det
erm
ined
bas
ed u
pon
its
inte
nded
ap
plic
atio
n an
d sh
all
be a
s fo
llow
s un
less
sho
wn
othe
rwis
e on
the
pla
ns.
Whe
n in
stal
led
for
the
purp
oses
of
slow
ing
shee
t fl
ow o
r by
int
erru
ptin
g th
e le
ngth
s of
lon
ger
slop
es (
slop
es l
onge
r th
an 5
0 fe
et
{15
m})
, th
e m
inim
um
diam
eter
of
th
e w
attl
e sh
all
be
9 in
ches
{2
30
mm
}.
For
all
othe
r ap
plic
atio
ns i
nclu
ding
per
imet
er s
edim
ent
barr
iers
the
min
imum
dia
met
er o
f th
e w
attl
e sh
all
be 2
0 in
ches
{50
0 m
m}.
Wat
tles
of
smal
ler
than
req
uire
d di
amet
er m
ay b
e pr
ovid
ed a
s a
stac
ked
inst
alla
tion
in
acc
orda
nce
wit
h m
anuf
actu
rer
reco
mm
enda
tion
s fo
r st
acki
ng i
f th
e to
tal
heig
ht o
f th
e in
stal
lati
on i
s at
lea
st 2
0 in
ches
{50
0 m
m}.
The
dia
met
er o
r he
ight
will
be
veri
fied
by
mea
suri
ng t
he w
attl
e af
ter
inst
alla
tion
.
A
list
of a
ccep
tabl
e m
anuf
actu
red
wat
tle
prod
ucts
(LI
ST I
I-24
“TE
MPO
RARY
ERO
SIO
N A
ND
SE
DIM
ENT
CON
TRO
L PR
OD
UCT
S”)
is g
iven
in
the
ALD
OT
man
ual
titl
ed “
Mat
eria
ls,
Sour
ces,
and
Dev
ices
w
ith
Spec
ial A
ccep
tanc
e Re
quir
emen
ts”.
(k
) SI
LT D
IKES
.
Si
lt d
ikes
sha
ll be
a t
rian
gula
r sh
aped
cro
ss s
ecti
on w
ith
a he
ight
of
at l
east
8"
{200
mm
} in
th
e ce
nter
wit
h eq
ual
leng
th s
ides
and
a 1
6" t
o 20
" {4
00 m
m t
o 50
0 m
m)
base
. Th
e tr
iang
ular
sha
pe
shal
l be
ure
than
e fo
am.
The
oute
r co
ver
shal
l be
a w
oven
geo
text
ile f
abri
c pl
aced
aro
und
the
uret
hane
fo
am.
The
geot
exti
le s
hall
also
ext
end
beyo
nd b
oth
side
s of
the
tri
angl
e at
leas
t 2
feet
{60
0 m
m}.
Dik
es
shal
l be
att
ache
d to
the
gro
und
wit
h w
ire
stap
les
in a
ccor
danc
e w
ith
the
silt
dik
e m
anuf
actu
rer's
re
com
men
dati
ons.
(l
) BR
USH
BAR
RIER
.
Br
ush
Barr
iers
sha
ll be
con
stru
cted
of
sele
cted
bru
sh,
limbs
and
sm
all
tree
s fr
om t
he c
lear
ing
oper
atio
ns.
The
filt
er f
abri
c sh
all m
eet
the
mat
eria
l req
uire
men
ts o
f Se
ctio
n 61
0.
(m
) M
ANU
FACT
URE
D IN
LET
PRO
TECT
ION
DEV
ICE.
M
anuf
actu
red
Inle
t Pr
otec
tion
Dev
ices
sha
ll be
pro
vide
d in
acc
orda
nce
wit
h re
quir
emen
ts
show
n on
the
pla
ns.
Man
ufac
ture
d in
let
prot
ecti
on d
evic
es s
hall
cons
ist
of f
ilter
fab
ric
held
in
plac
e by
a ri
gid
fram
e. T
he f
ram
e sh
all
be s
tron
g en
ough
to
supp
ort
the
stor
mw
ater
flo
w a
nd w
eigh
t of
any
se
dim
ent
that
acc
umul
ates
on
the
filt
er.
The
man
ufac
ture
d in
let
prot
ecti
on d
evic
e sh
all
have
an
over
flow
fea
ture
to
allo
w t
he p
assa
ge o
f w
ater
dur
ing
high
flo
w c
ondi
tion
s. T
he f
ilter
fab
ric
shal
l ha
ve
the
follo
win
g pr
oper
ties
: -
Min
imum
Ten
sile
Str
engt
h (M
achi
ne D
irec
tion
) of
80
poun
ds {
355
New
tons
} (A
STM
D 4
632)
; -
Min
imum
Per
mit
tivi
ty o
f 0.
05 s
ec-1 (
ASTM
D 4
491)
; -
Max
imum
App
aren
t O
peni
ng S
ize
of U
S St
d #3
0 si
eve
{0.6
0 m
m}
(AST
M D
475
1);
- M
inim
um U
V St
abili
ty o
f 70
% (A
STM
D 4
355
at 5
00 h
ours
).
A lis
t of
acc
epta
ble
man
ufac
ture
d in
let
prot
ecti
on d
evic
es (
LIST
II-
24 “
TEM
PORA
RY E
ROSI
ON
AN
D S
EDIM
ENT
CON
TRO
L PR
OD
UCT
S”)
is g
iven
in
the
ALD
OT
man
ual
titl
ed “
Mat
eria
ls,
Sour
ces,
and
D
evic
es w
ith
Spec
ial A
ccep
tanc
e Re
quir
emen
ts”.
(n
) FL
OAT
ING
BAS
IN B
OO
M.
Floa
ting
bas
in b
oom
s sh
all
cons
ist
of a
rei
nfor
ced
fabr
ic a
ttac
hed
on t
he u
pper
sid
e to
fl
oata
tion
mem
bers
and
bal
last
ed o
n th
e lo
wer
sid
e w
ith
chai
ns o
r w
eigh
ts t
o fo
rm a
bot
tom
-ten
sion
ed
floa
ting
cur
tain
boo
m.
Floa
ting
bas
in b
oom
s sh
all
be d
evic
es m
anuf
actu
red
spec
ific
ally
for
use
in
cont
aini
ng s
edim
ent
susp
ende
d in
wat
er.
All
mat
eria
ls u
sed
in t
he f
loat
ing
basi
n bo
om s
hall
com
ply
wit
h th
e re
quir
emen
ts s
how
n on
th
e pl
an d
etai
ls a
nd t
he m
anuf
actu
rer's
rec
omm
enda
tion
s fo
r th
e in
tend
ed a
pplic
atio
n.
The
floa
tati
on
mem
bers
sh
all
be
mad
e of
fo
am
wit
h a
min
imum
di
amet
er
of
6 in
ches
{1
50 m
m}
or a
s sh
own
on t
he p
lans
. Th
e sk
irt
dept
h be
low
the
foa
m f
loat
atio
n sh
all
be a
min
imum
of
5 fe
et {
1.5
met
ers}
or
as s
how
n on
the
pla
ns.
The
balla
st s
hall
be g
alva
nize
d pr
oof
coil
chai
ns o
r ot
her
acce
ptab
le w
eigh
ts c
apab
le o
f re
tain
ing
the
skir
t in
a v
erti
cal
posi
tion
. Th
e bo
om s
hall
be Y
ello
w o
r In
tern
atio
nal O
rang
e in
col
or.
Anch
ors
capa
ble
of h
oldi
ng t
he f
loat
ing
basi
n bo
om i
n pl
ace
shal
l be
mad
e of
a m
ater
ial
reco
mm
ende
d by
the
man
ufac
ture
r.
(o
) SE
DIM
ENTA
TIO
N B
ASIN
S.
Com
pone
nts
of
sedi
men
tati
on
basi
ns
shal
l m
eet
the
requ
irem
ents
sh
own
on
the
plan
s.
Mat
eria
ls f
or t
he c
onst
ruct
ion
of t
he s
edim
enta
tion
bas
ins
shal
l be
sel
ecte
d fr
om t
he l
ists
in
the
Dep
artm
ent’
s "M
ater
ials
, So
urce
s an
d D
evic
es
wit
h Sp
ecia
l Ac
cept
ance
Re
quir
emen
ts"
if
lists
ar
e av
aila
ble
for
the
mat
eria
ls.
If l
ists
are
not
ava
ilabl
e, m
ater
ials
sha
ll be
pro
vide
d in
acc
orda
nce
wit
h al
l ap
plic
able
Dep
artm
ent
spec
ific
atio
ns a
nd s
hall
be o
f a
qual
ity
that
ena
bles
the
sed
imen
tati
on b
asin
to
func
tion
as
inte
nded
for
the
dur
atio
n of
the
nee
d of
the
sed
imen
tati
on b
asin
.
Th
e Co
ntra
ctor
sha
ll su
bmit
a d
escr
ipti
on o
f al
l of
the
mat
eria
ls p
ropo
sed
for
the
cons
truc
tion
of
the
sed
imen
tati
on b
asin
s. T
he p
ropo
sed
list
of m
ater
ials
sha
ll be
sub
mit
ted
wit
h th
e su
bmit
tal o
f th
e St
orm
wat
er M
anag
emen
t Pl
an (
SWM
P) t
hat
is d
escr
ibed
in S
ubar
ticl
e 10
8.04
(b).
(p
) FL
OCC
ULA
NT.
Th
e ty
pe o
f Fl
occu
lant
tha
t is
fur
nish
ed s
hall
be t
he t
ype
that
is
man
ufac
ture
d fo
r us
e in
co
ntro
lling
ero
sion
and
sed
imen
t. F
locc
ulan
t sh
all
be i
n th
e fo
rm o
f bl
ocks
, po
wde
r, o
r so
ck s
ets
as
show
n to
be
requ
ired
on
the
plan
s. W
ith
the
exce
ptio
n of
soc
k se
ts,
the
exac
t ch
emic
al m
akeu
p of
the
Fl
occu
lant
sha
ll be
sel
ecte
d by
the
man
ufac
ture
r ba
sed
on t
esti
ng o
f th
e so
il an
d po
tent
ial
sedi
men
t at
th
e si
te o
f co
nstr
ucti
on.
Floc
cula
nt p
lace
men
t an
d ap
plic
atio
n ra
tes
show
n on
the
pla
ns s
hall
be
veri
fied
by
the
Floc
cula
nt m
anuf
actu
rer
to b
e ef
fect
ive
for
the
type
of
soil
and
sede
men
tati
on t
hat
mus
t be
con
trol
led.
Thr
ee c
opie
s of
the
doc
umen
tati
on o
f th
e ef
fect
iven
ess
of t
he F
locc
ulan
t an
d of
th
e m
anuf
actu
rer's
tes
ting
sha
ll be
sub
mit
ted
as a
n at
tach
men
t to
the
Sto
rmw
ater
Man
agem
ent
Plan
th
at is
des
crib
ed in
Sub
arti
cle
108.
04(b
).
A lis
t of
acc
epta
ble
floc
cula
nts
(LIS
T II-
24 “
TEM
PORA
RY E
ROSI
ON
AN
D S
EDIM
ENT
CON
TRO
L PR
OD
UCT
S”)
is
give
n in
th
e AL
DO
T m
anua
l ti
tled
“M
ater
ials
, So
urce
s,
and
Dev
ices
w
ith
Spec
ial
Acce
ptan
ce R
equi
rem
ents
”.
(q
) FL
OW
BAF
FLES
.
Fl
ow B
affl
es s
hall
be a
rol
led
eros
ion
cont
rol
prod
uct
supp
orte
d be
twee
n po
sts
wit
h a
wir
e m
esh
back
ing
as s
how
n on
the
pla
ns.
The
post
s an
d w
ire
mes
h sh
all
mee
t th
e sa
me
requ
irem
ents
as
give
n fo
r si
lt f
ence
. Th
e ro
lled
eros
ion
cont
rol
prod
uct
shal
l co
nsis
t of
100
% c
ocon
ut (
coir
) fi
bers
and
m
eet
the
follo
win
g re
quir
emen
ts:
- M
inim
um W
eigh
t of
20
ounc
es p
er s
quar
e ya
rd {
678
gram
s pe
r sq
uare
met
er}
(AST
M D
526
1);
- O
pen
Area
of
50%
as d
eter
min
ed b
y ph
ysic
al m
easu
rem
ent.
A lis
t of
mat
eria
ls a
ccep
tabl
e fo
r us
e in
thi
s ap
plic
atio
n (L
ist
II-24
“TE
MPO
RARY
ERO
SIO
N A
ND
SE
DIM
ENT
CON
TRO
L PR
OD
UCT
S”)
is g
iven
in
the
ALD
OT
man
ual
titl
ed “
Mat
eria
ls,
Sour
ces,
and
Dev
ices
w
ith
Spec
ial A
ccep
tanc
e Re
quir
emen
ts”.
(r
) BA
SIN
DEW
ATER
ING
DEV
ICES
.
Ba
sin
Dew
ater
ing
Dev
ices
sha
ll be
a p
rodu
ct o
r st
ruct
ure
that
wit
hdra
ws
wat
er f
rom
the
su
rfac
e of
the
bas
in a
nd m
eets
the
req
uire
men
ts t
hat
are
show
n on
the
pla
ns.
(s)
CO
NTR
ACTO
R RE
TAIN
ED T
URB
IDIM
ETER
S.
Turb
idim
eter
s sh
all
be a
dev
ice
capa
ble
of m
easu
ring
the
nep
helo
met
ric
turb
idit
y un
its
(NTU
) of
con
stru
ctio
n st
orm
wat
er t
hat
mee
ts t
he f
ollo
win
g re
quir
emen
ts:
- Po
rtab
le w
ater
proo
f de
vice
tha
t m
eets
USE
PA M
etho
d 18
0.1
wit
h a
0-10
00 N
TU r
ange
;
-
Sam
ple
Tube
s, C
alib
rati
on K
it,
and
Prot
ecti
ve C
arry
ing
Case
;
-
Rech
arge
able
Bat
tery
, U
SB In
terf
ace,
Cab
le,
and
Com
pute
r So
ftw
are.
A
list
of e
quip
men
t ac
cept
able
for
use
in
this
app
licat
ion
(Lis
t II-
24 “
TEM
PORA
RY E
ROSI
ON
AN
D S
EDIM
ENT
CON
TRO
L PR
OD
UCT
S”)
is g
iven
in
the
ALD
OT
man
ual
titl
ed “
Mat
eria
ls,
Sour
ces,
and
D
evic
es w
ith
Spec
ial A
ccep
tanc
e Re
quir
emen
ts”.
665.
03 C
onst
ruct
ion
Requ
irem
ents
.
(a)
ERO
SIO
N C
ON
TRO
L AN
D R
UN
OFF
CO
NVE
YAN
CE.
1. T
EMPO
RARY
SEE
DIN
G A
ND
MU
LCH
ING
.
a.
Insp
ecti
on t
o Ev
alua
te T
empo
rary
Sta
biliz
atio
n.
The
proj
ect
shal
l be
in
spec
ted
in
acco
rdan
ce
wit
h th
e re
quir
emen
ts
give
n in
It
em 1
07.2
1(d)
2.
Area
s of
th
e pr
ojec
t no
t un
derg
oing
ac
tive
co
nstr
ucti
on
shal
l be
ev
alua
ted
for
tem
pora
ry s
tabi
lizat
ion
requ
irem
ents
.
b.
Tem
pora
ry M
ulch
ing
Onl
y.
At l
ocat
ions
whe
re f
inal
gra
ding
sho
uld
be c
ompl
eted
wit
hin
60 c
alen
dar
days
, al
l ba
re g
roun
d sh
all
be s
tabi
lized
wit
h te
mpo
rary
mul
chin
g ap
plie
d by
eit
her
hydr
aulic
or
conv
enti
onal
m
etho
ds a
t a
rate
of
no le
ss t
han
3.0
tons
per
acr
e.
c. T
empo
rary
See
ding
and
Mul
chin
g.
At l
ocat
ions
whe
re f
inal
gra
ding
will
not
be
com
plet
ed w
ithi
n 60
cal
enda
r da
ys,
all
bare
gro
und
shal
l be
stab
ilize
d w
ith
tem
pora
ry s
eedi
ng a
nd m
ulch
ing.
G
roun
d pr
epar
atio
n w
ill n
ot b
e re
quir
ed f
or t
empo
rary
see
ding
and
tem
pora
ry
mul
chin
g ex
cept
as
follo
ws.
Are
as t
o be
see
ded
tem
pora
rily
sha
ll be
lef
t in
a r
ough
gra
ded
cond
itio
n.
Area
s th
at a
re s
moo
th o
r ha
rd s
hall
be l
ight
ly s
cari
fied
wit
h sc
arif
ying
tee
th o
r so
me
othe
r ac
cept
able
m
etho
d, r
unni
ng p
erpe
ndic
ular
to
the
dire
ctio
n of
wat
er f
low
. Th
e in
tent
of
this
sca
rify
ing
is t
o ob
tain
a
roug
h ar
ea t
o ho
ld s
eed
and
prev
ent
the
form
atio
n of
rill
s an
d gu
lleys
. Ar
eas
whe
re s
ight
dis
tanc
es
mus
t be
mai
ntai
ned
shal
l be
bla
ded
smoo
th.
All
debr
is i
n th
ese
area
s sh
all
be r
emov
ed t
o al
low
m
owin
g.
Appl
icat
ion
of 1
000
poun
ds {
1120
kg}
of
8-8-
8 fe
rtili
zer
per
acre
{he
ctar
e} s
hall
be
appl
ied
by e
ithe
r hy
drau
lic o
r co
nven
tion
al m
etho
ds.
Seed
ing
and
mul
chin
g sh
all
also
be
appl
ied
by
eith
er h
ydra
ulic
or
conv
enti
onal
met
hods
at
a ra
te o
f no
les
s th
an 2
.0 t
ons
per
acre
, se
para
tely
or
conc
urre
ntly
wit
h fe
rtili
zer.
d.
Anc
hori
ng o
f Te
mpo
rary
Mul
chin
g ne
ar T
raff
ic a
nd S
trea
ms.
Te
mpo
rary
mul
ch w
ithi
n 10
fee
t {3
met
ers}
of
traf
fic
or l
ive
stre
ams
shal
l be
an
chor
ed b
y ei
ther
cri
mpi
ng,
the
appl
icat
ion
of a
tac
kifi
er a
dhes
ive,
or
the
inst
alla
tion
of
a m
ulch
co
ntro
l net
ting
in a
ccor
danc
e w
ith
the
requ
irem
ents
giv
en in
Sec
tion
656
.
e.
Acc
epta
nce
of T
empo
rary
See
ding
and
Mul
chin
g.
Full
paym
ent
for
Tem
pora
ry M
ulch
ing
will
be
mad
e af
ter
appl
icat
ion
of t
he m
ulch
in
acco
rdan
ce w
ith
the
requ
irem
ents
giv
en i
n Se
ctio
n 65
6. P
aym
ent
for
Tem
pora
ry S
eedi
ng w
ill b
e m
ade
in f
ull
upon
sat
isfa
ctor
y ap
plic
atio
n. A
ccep
tanc
e of
the
Tem
pora
ry S
eedi
ng i
tem
req
uire
s a
cove
r of
liv
ing
plan
ts c
apab
le o
f ef
fect
ivel
y pr
even
ting
soi
l er
osio
n un
til
such
tim
e th
at p
erm
anen
t so
il er
osio
n pr
even
tion
mea
sure
s ca
n be
inst
alle
d.
2. P
OLY
ETH
ELEN
E.
Po
lyet
hyle
ne s
heet
s sh
all
be p
lace
d to
elim
inat
e so
il er
osio
n on
the
sur
face
s of
slo
pes,
be
rms,
dit
ches
,��a
nd a
t ot
her
loca
tion
s sh
own
on t
he p
lans
, ac
cept
ed S
WM
P, o
r as
dir
ecte
d by
the
En
gine
er.
The
shee
ts s
hall
be i
nsta
lled
flat
and
sec
urel
y an
chor
ed t
o th
e gr
ound
aft
er t
he g
roun
d ha
s be
en c
lear
ed o
f al
l ob
ject
s th
at m
ay t
ear
the
shee
ts.
Ups
trea
m s
heet
s sh
all
over
lap
dow
nstr
eam
she
ets
a m
inim
um o
f 6
inch
es {
150
mm
}. A
ncho
rs a
re c
onsi
dere
d in
cide
ntal
to
this
wor
k.
3. T
EMPO
RARY
EAR
TH B
ERM
S.
Te
mpo
rary
ear
th b
erm
s sh
all
be c
onst
ruct
ed a
t th
e to
p of
cut
or
fill
sect
ions
and
at
othe
r lo
cati
ons
whe
re t
he d
iver
sion
of
wat
er i
s re
quir
ed.
Stre
am d
iver
sion
is
addr
esse
d in
Sec
tion
s 10
7 an
d 52
4. T
empo
rary
ear
th b
erm
s sh
all
be c
onst
ruct
ed a
t lo
cati
ons
show
n on
the
pla
ns,
the
appr
oved
SW
MP
or a
s di
rect
ed b
y th
e En
gine
er.
Tem
pora
ry e
arth
ber
ms
may
be
plat
ed w
ith
poly
ethy
lene
or
aggr
egat
e.
The
heig
ht o
f th
e be
rms
shal
l be
a m
inim
um o
f 2
feet
{60
0 m
m}
afte
r co
mpa
ctio
n. T
he w
idth
of
the
top
of t
he b
erm
sha
ll be
2 f
eet
{600
mm
} w
ith
2:1
side
slo
pes.
The
con
stru
ctio
n of
ber
ms
is e
ncou
rage
d an
d be
rms
of a
ver
y te
mpo
rary
nat
ure
may
be
cons
truc
ted
by t
he w
indr
owin
g of
mat
eria
l. T
here
will
be
no
dire
ct p
aym
ent
for
berm
s no
t m
eeti
ng r
equi
rem
ents
giv
en i
n th
is S
ecti
on a
nd t
he r
equi
rem
ents
sho
wn
in t
he p
lans
. If
Pay
Item
665
-T is
not
incl
uded
in t
he c
ontr
act,
the
cos
t of
con
stru
ctin
g Te
mpo
rary
Ear
th
Berm
s w
ill b
e co
nsid
ered
inci
dent
al t
o th
e gr
adin
g op
erat
ion.
4.
TEM
PORA
RY P
IPE.
Tem
pora
ry P
ipe
shal
l be
siz
ed t
o ca
rry
the
anti
cipa
ted
volu
mes
of
flow
and
sha
ll be
in
stal
led
as p
erm
itte
d by
the
Eng
inee
r or
as
show
n on
the
pla
ns.
The
leng
th s
hall
be a
s de
term
ined
by
the
Engi
neer
. Te
mpo
rary
pip
es m
ay b
e pl
aced
wit
hout
the
bed
ding
req
uire
men
ts r
equi
red
for
the
inst
alla
tion
of
perm
anen
t pi
pe.
Pipe
s sh
all
be s
ecur
ely
anch
ored
. An
y re
quir
ed t
ees
or j
oint
sec
tion
s ar
e co
nsid
ered
inc
iden
tal
to t
he w
ork.
En
d tr
eatm
ents
sha
ll be
ins
talle
d in
a m
anne
r to
allo
w t
he p
ipe
to f
unct
ion
effe
ctiv
ely.
5.
STA
BILI
ZED
CO
NST
RUCT
ION
EN
TRAN
CE.
St
abili
zed
cons
truc
tion
ent
ranc
es s
hall
be c
onst
ruct
ed o
f m
ater
ials
, at
the
loc
atio
ns,
and
to t
he d
imen
sion
s sh
own
on t
he p
lans
, as
mod
ifie
d in
the
acc
epte
d SW
MP
or a
s di
rect
ed b
y th
e En
gine
er.
The
Cont
ract
or s
hall
be r
espo
nsib
le f
or m
aint
aini
ng t
he c
onst
ruct
ion
entr
ance
to
prev
ent
sedi
men
t tr
acki
ng.
6. D
UST
CO
NTR
OL.
The
cont
ract
or s
hall
prev
ent
visi
ble
dust
fro
m le
avin
g th
e pr
ojec
t si
te b
y ef
fect
ive
mea
ns
as a
ppro
ved
and
dire
cted
by
the
Engi
neer
. D
ust
cont
rol
shal
l be
con
side
red
inef
fect
ive
whe
re d
ust
crea
tes
a po
tent
ially
uns
afe
cond
itio
n, p
ublic
nui
sanc
e or
con
diti
on e
ndan
geri
ng t
he v
alue
, ut
ility
or
appe
aran
ce o
f an
y pr
oper
ty.
7. S
LOPE
TRA
CKIN
G.
Sl
ope
trac
king
or
the
surf
ace
roug
heni
ng o
f sl
opes
sha
ll be
acc
ompl
ishe
d by
the
wal
king
of
tra
cked
equ
ipm
ent
upsl
ope
and
dow
nslo
pe (
not
alon
g th
e sl
ope)
ove
r th
e en
tire
ero
dibl
e ar
ea.
Slop
e tr
acki
ng s
hall
be p
erfo
rmed
on
slop
es t
hat
are
4:1
or s
teep
er a
nd l
onge
r th
an 2
0 fe
et.
Slop
e tr
acki
ng
shal
l be
perf
orm
ed im
med
iate
ly a
fter
the
fin
al s
hapi
ng o
f th
e sl
ope.
(b
) SE
DIM
ENT
CON
TRO
L.
1. P
LACE
MEN
T O
F SE
DIM
ENT
CON
TRO
L BM
PS IN
STR
EAM
S.
Se
dim
ent
cont
rol
BMPs
sha
ll no
t be
pla
ced
in a
liv
e st
ream
for
the
pur
pose
of
capt
urin
g up
land
sed
imen
t. A
ddit
iona
lly,
no l
ive
stre
am s
hall
be d
amm
ed o
r po
nded
for
the
pur
pose
of
wat
er
acce
ss a
nd u
sage
. Se
cond
ary
sedi
men
t co
ntro
l BM
Ps i
n th
e fo
rm o
f Fl
oati
ng B
asin
Boo
ms
may
be
plac
ed
in l
ive
stre
ams
para
llel
to t
he f
low
alo
ng t
he b
ank
only
as
show
n in
the
pla
ns o
r at
the
dir
ecti
on o
f th
e En
gine
er.
2. D
ITCH
CH
ECKS
.
Dit
ch c
heck
s sh
all
be c
onst
ruct
ed a
t lo
cati
ons
show
n on
the
pla
ns,
the
acce
pted
SW
MP
or
as d
irec
ted
by t
he E
ngin
eer.
Mat
eria
ls a
nd p
rodu
cts
used
to
cons
truc
t di
tch
chec
ks m
ay i
nclu
de s
and
bags
, ha
y ba
les,
wat
tles
, si
lt f
ence
, si
lt d
ikes
, or
roc
k. T
he m
ater
ials
use
d sh
all
be i
nsta
lled
in
acco
rdan
ce w
ith
the
requ
irem
ents
giv
en i
n th
is S
ecti
on,
the
requ
irem
ents
sho
wn
on t
he p
lans
and
th
e m
anuf
actu
rer's
rec
omm
enda
tion
s fo
r m
anuf
actu
red
prod
ucts
.
3.
SED
IMEN
T BA
RRIE
RS.
Se
dim
ent
barr
iers
sha
ll be
con
stru
cted
at
the
loca
tion
s sh
own
on t
he p
lans
, th
e ac
cept
ed
SWM
P or
whe
re d
irec
ted
by t
he E
ngin
eer
to i
nter
cept
she
et f
low
run
off
and
to t
reat
con
cret
e w
asho
ut
was
tew
ater
. Se
dim
ent
barr
iers
uti
lized
for
sed
imen
t co
ntro
l ad
jace
nt t
o th
e co
nstr
ucti
on l
imit
s or
a
live
stea
m s
hall
be i
nsta
lled
prio
r to
beg
inni
ng a
ny g
rubb
ing
wor
k in
the
con
trib
utin
g dr
aina
ge a
rea.
Ty
pes
of s
edim
ent
barr
ier
may
inc
lude
silt
fen
ce,
hay
bale
s, s
and
bags
, si
lt d
ikes
or
wat
tles
. Th
e m
ater
ials
use
d sh
all
be i
nsta
lled
in a
ccor
danc
e w
ith
the
requ
irem
ents
giv
en i
n th
is S
ecti
on,
the
requ
irem
ents
sho
wn
on t
he p
lans
and
the
man
ufac
ture
r's r
ecom
men
dati
ons
for
man
ufac
ture
d pr
oduc
ts.
4. B
RUSH
BAR
RIER
S.
Br
ush
barr
iers
sha
ll be
con
stru
cted
at
the
loca
tion
s sh
own
on t
he p
lans
, th
e ap
prov
ed
SWM
P or
whe
re d
irec
ted
or p
erm
itte
d by
the
Eng
inee
r. B
rush
bar
rier
s m
ay b
e co
nstr
ucte
d in
rur
al a
reas
w
here
nat
ural
gro
und
is s
lopi
ng a
way
fro
m t
he p
roje
ct.
Brus
h ba
rrie
rs s
hall
be c
ompa
cted
to
a re
lati
vely
den
se b
arri
er w
ith
unif
orm
hei
ghts
of
betw
een
3 an
d 5
feet
and
bas
e w
idth
s of
bet
wee
n 5
and
10 f
eet
{bet
wee
n 1.
5 m
and
3.0
m}
perp
endi
cula
r to
the
flo
w.
If r
equi
red,
filt
er f
abri
c sh
all
be
secu
rely
att
ache
d to
the
fac
es o
f br
ush
barr
iers
and
bur
ied
in t
he g
roun
d at
lea
st s
ix i
nche
s. T
hese
ba
rrie
rs s
hall
be r
emov
ed w
hen
no lo
nger
nee
ded
unle
ss o
ther
wis
e di
rect
ed b
y th
e En
gine
er.
5. IN
LET
PRO
TECT
ION
.
Inle
t pr
otec
tion
sha
ll be
ins
talle
d at
loc
atio
ns a
nd i
n ac
cord
ance
wit
h re
quir
emen
ts
show
n on
the
pla
ns f
or t
he a
ppro
pria
te s
tage
s of
con
stru
ctio
n or
as
dire
cted
by
the
Engi
neer
. Ap
prov
ed
man
ufac
ture
d pr
oduc
ts s
hall
be i
nsta
lled
as p
er m
anuf
actu
rer's
rec
omm
enda
tion
s. S
ite
cons
truc
ted
prot
ecti
on m
ay i
nclu
de w
attl
es,
silt
fen
ce,
sand
bag
s, d
rain
age
sum
ps o
r ot
her
prac
tice
s sh
own
on t
he
plan
s or
dir
ecte
d by
the
Eng
inee
r. In
no
case
will
in-s
truc
ture
pro
tect
ion
be a
llow
ed.
St
age
1 In
let
Prot
ecti
on s
hall
be i
nsta
lled
afte
r th
e ou
tflo
w d
rain
age
has
been
ins
talle
d an
d pr
ior
to t
he c
onst
ruct
ion
of t
he i
nlet
. St
age
1 In
let
Prot
ecti
on s
hall
be d
itch
che
cks
and/
or
sedi
men
t ba
rrie
rs a
nd s
hall
allo
w s
uffi
cien
t ac
cess
to
cont
inue
inle
t co
nstr
ucti
on.
St
age
2 In
let
Prot
ecti
on s
hall
be i
nsta
lled
afte
r th
e in
let
is c
onst
ruct
ed a
nd p
rior
to
back
filli
ng.
Stag
e 2
Inle
t Pr
otec
tion
sha
ll be
a s
edim
ent
barr
ier.
Hay
bal
es a
re n
ot a
ccep
tabl
e fo
r us
e du
ring
thi
s st
age
of in
let
cons
truc
tion
.
Stag
e 3
Prot
ecti
on i
s re
quir
ed a
fter
inl
ets
are
com
plet
ed t
hrou
gh g
rate
ins
talla
tion
and
pr
ior
to c
ompl
ete
stab
iliza
tion
of
the
area
sur
roun
ding
the
inle
t. S
tage
3 In
let
Prot
ecti
on f
or d
rop
inle
ts
shal
l be
in
acco
rdan
ce w
ith
requ
irem
ents
and
det
ails
sho
wn
on t
he p
lans
. St
age
3 In
let
Prot
ecti
on s
hall
be a
man
ufac
ture
d in
let
prot
ecti
on d
evic
e or
con
stru
cted
wit
h co
arse
agg
rega
te,
wat
tles
or
sand
bag
s.
Hay
bal
es a
re n
ot a
ccep
tabl
e fo
r us
e du
ring
thi
s st
age
of in
let
cons
truc
tion
.
Stag
e 4
Inle
t Pr
otec
tion
for
dro
p in
lets
sha
ll be
in
acco
rdan
ce w
ith
requ
irem
ents
sho
wn
on t
he p
lans
. St
age
4 In
let
Prot
ecti
on s
hall
be a
man
ufac
ture
d in
let
prot
ecti
on d
evic
e or
con
stru
cted
w
ith
hay
bale
s, w
attl
es o
r sa
ndba
gs s
tack
ed a
t le
ast
thre
e ba
gs h
igh.
Hay
bal
es,
sand
bag
s an
d w
attl
es
shal
l be
use
d as
a b
arri
er a
long
the
per
imet
er o
f th
e sl
ope
pave
d ap
ron
as s
how
n on
the
pla
ns f
or a
m
inim
um d
ista
nce
of 2
0 fe
et {
6.1
m}.
If
impe
rvio
us s
urfa
ces
exte
nd b
eyon
d 20
fee
t {6
.1 m
}, s
and
bags
sh
all
be u
sed
as a
bar
rier
acr
oss
the
surf
ace
20 f
eet
{6.1
m}
from
the
inl
et.
Stag
e 4
Prot
ecti
on w
ill o
nly
be r
equi
red
whe
re t
here
is s
urro
undi
ng im
perv
ious
sur
face
s th
at m
ay r
ecei
ve s
edim
ent
lade
n ru
noff
.
All
inle
t pr
otec
tion
ins
talla
tion
s sh
all
be c
onst
ruct
ed t
o en
sure
tha
t ru
noff
doe
s no
t by
pass
the
inl
et.
Com
pone
nts
of i
nlet
pro
tect
ion
may
be
reus
ed o
n fu
ture
ins
talla
tion
s pr
ovid
ed t
he
cond
itio
n m
eets
the
mat
eria
l req
uire
men
ts g
iven
in t
his
Sect
ion.
6.
OU
TLET
PRO
TECT
ION
.
Out
let
prot
ecti
on r
equi
red
by t
he p
lans
or
dire
cted
by
the
Engi
neer
sha
ll be
ins
talle
d in
ac
cord
ance
wit
h th
e de
tails
sho
wn
on t
he p
lans
as
soon
as
prac
tica
ble
afte
r th
e co
mpl
etio
n of
the
dr
aina
ge s
truc
ture
s.
7. D
RAIN
AGE
SUM
PS.
Te
mpo
rary
dra
inag
e su
mps
sha
ll be
con
stru
cted
as
show
n on
the
pla
ns a
nd i
n lo
cati
ons
dire
cted
or
perm
itte
d by
the
Eng
inee
r us
ing
the
Eros
ion
and
Sedi
men
t Co
ntro
l Pl
an (
ESCP
) as
gui
danc
e fo
r th
e lo
cati
on.
In g
ener
al,
the
shap
e sh
ould
be
rect
angu
lar
at t
he s
urfa
ce w
ith
the
long
er d
imen
sion
pa
ralle
l to
the
flo
w o
f w
ater
. Th
e m
inim
um v
olum
e sh
all
be t
hat
show
n on
the
pla
ns.
Sum
ps m
ay b
e co
nstr
ucte
d w
ith
larg
er v
olum
es a
s di
rect
ed a
nd p
erm
itte
d by
the
Eng
inee
r.
Co
nstr
ucti
on o
f th
e su
mps
sha
ll be
acc
ompl
ishe
d by
met
hods
and
equ
ipm
ent
suit
able
for
th
e pu
rpos
e an
d ac
cept
able
to
the
Engi
neer
. Th
e su
mp
may
be
supp
lem
ente
d by
the
use
of
a di
tch
chec
k, t
empo
rary
pip
e, p
olye
thyl
ene
or o
ther
tem
pora
ry i
tem
s sh
own
on t
he p
lans
or
appr
oved
by
the
Engi
neer
.
Whe
n th
e su
mp
is d
eem
ed o
f no
fur
ther
use
, it
sha
ll be
bac
kfill
ed w
ith
suit
able
mat
eria
l an
d co
mpa
cted
as
dire
cted
and
the
are
a dr
esse
d an
d sh
aped
to
blen
d w
ith
the
adja
cent
nat
ural
gr
ound
.���
8. S
EDIM
ENTA
TIO
N B
ASIN
S.
Se
dim
enta
tion
bas
ins
shal
l be
con
stru
cted
in
acco
rdan
ce w
ith
the
deta
ils s
how
n on
the
pl
ans
and
at t
he l
ocat
ions
sho
wn
on t
he p
lans
or
as d
irec
ted
by t
he E
ngin
eer.
Sed
imen
tati
on b
asin
s sh
all
be c
onst
ruct
ed p
rior
to
begi
nnin
g gr
adin
g op
erat
ions
in
the
cont
ribu
ting
dra
inag
e ar
ea.
Whe
re
sedi
men
tati
on b
asin
s ar
e to
be
cons
truc
ted
in l
ocat
ions
whe
re p
erm
anen
t di
tche
s ar
e re
quir
ed,
the
requ
ired
dit
ch l
ines
and
gra
des
shal
l be
uti
lized
for
the
con
stru
ctio
n of
the
sed
imen
tati
on b
asin
s.
Dur
ing
rem
oval
of
the
sedi
men
tati
on b
asin
, ag
greg
ate
used
to
cons
truc
t th
e se
dim
enta
tion
bas
in m
ay
rem
ain
in t
he d
itch
as
a pe
rman
ent
linin
g. S
edim
enta
tion
bas
ins
are
desi
gned
to
allo
w t
he r
emov
al o
f se
dim
ent
and
turb
idit
y fr
om s
torm
wat
er r
unof
f by
the
flo
ccul
atio
n an
d se
ttle
men
t of
sus
pend
ed
part
icle
s. T
he r
emov
al o
f se
dim
ent
and
turb
idit
y sh
all
be a
ccom
plis
hed
by t
he r
eten
tion
of
stor
mw
ater
ru
noff
in
the
basi
n fo
r a
peri
od o
f ti
me
befo
re c
ompl
etel
y dr
aini
ng.
In n
o ca
se s
hall
sedi
men
t be
al
low
ed t
o ex
ceed
one
thi
rd o
f th
e he
ight
of
the
fore
bay
or d
rain
age
sum
p ad
jace
nt t
o th
e in
let
of t
he
basi
n.
9.
FLO
CCU
LAN
T.
Floc
cula
nt s
hall
be u
sed
in a
ccor
danc
e w
ith
the
Floc
cula
nt m
anuf
actu
rer's
req
uire
men
ts
and
the
requ
irem
ents
sho
wn
on t
he p
lans
for
wat
er t
urbi
dity
con
trol
. Fl
occu
lant
sha
ll be
int
rodu
ced
to
flow
ing
stor
mw
ater
pri
or t
o re
tent
ion
BMPs
. Th
e ef
fect
iven
ess
of t
he F
locc
ulan
t w
ill b
e m
onit
ored
by
the
Engi
neer
. Ad
diti
onal
Fl
occu
lant
sh
all
be
plac
ed
as
dire
cted
by
th
e En
gine
er
if
need
ed
for
supp
lem
enta
l red
ucti
on o
f tu
rbid
ity.
10
. FL
OW
BAF
FLES
. Fl
ow B
affl
es s
hall
be i
nsta
lled
in s
edim
enta
tion
bas
ins
or d
itch
app
licat
ions
as
requ
ired
by
the
pla
ns t
o re
duce
the
vel
ocit
y of
sto
rmw
ater
run
off.
The
y sh
all b
e in
stal
led
in a
ccor
danc
e w
ith
the
deta
ils s
how
n on
the
pla
ns.
11.
BASI
N D
EWAT
ERIN
G D
EVIC
ES.
Basi
n D
ewat
erin
g D
evic
es s
hall
be i
nsta
lled
in s
edim
enta
tion
bas
ins
in a
ccor
danc
e w
ith
the
deta
ils s
how
n on
the
pla
ns.
Each
dev
ice
shal
l be
cap
able
of
dew
ater
ing
the
full
capa
city
of
the
basi
n ov
er a
per
iod
of 7
2 ho
urs
unle
ss o
ther
wis
e sp
ecif
ied
in t
he p
lans
.
12
. FL
OAT
ING
BAS
IN B
OO
MS.
Floa
ting
bas
in b
oom
s sh
all
be i
nsta
lled
only
for
sec
onda
ry s
edim
ent
cont
ainm
ent
or t
o pr
even
t th
e m
igra
tion
of
sedi
men
t w
ithi
n a
wat
er b
ody.
Flo
atin
g Ba
sin
Boom
s sh
all
be i
nsta
lled
at t
he
loca
tion
s sh
own
on t
he p
lans
, th
e ac
cept
ed S
WM
P or
as
dire
cted
by
the
Engi
neer
. In
stal
lati
on s
hall
be
as s
how
n on
the
pla
ns a
nd a
s re
com
men
ded
by t
he m
anuf
actu
rer.
Bas
in B
oom
s sh
all
not
be i
nsta
lled
in
loca
tion
s w
here
the
y w
ill n
ot b
e ef
fect
ive
or i
n co
ndit
ions
whe
re c
onti
nuou
s m
aint
enan
ce i
s no
t pr
acti
cal.
(c)
CON
TRAC
TOR
RETA
INED
TU
RBID
IMET
ERS
Whe
n w
ater
sam
plin
g an
d te
stin
g is
req
uire
d pe
r It
em 1
07.2
1(d)
2.,
the
Cont
ract
or s
hall
furn
ish
the
requ
ired
qua
ntit
y of
Tur
bidi
met
ers
for
use
by t
he E
ngin
eer.
The
Con
trac
tor
shal
l pr
ovid
e do
cum
enta
tion
of
prof
essi
onal
cal
ibra
tion
of
the
devi
ce p
rior
to
deliv
ery
to t
he p
roje
ct a
nd s
hall
mai
ntai
n an
nual
pro
fess
iona
l ca
libra
tion
dur
ing
the
tim
e th
at i
t is
req
uire
d on
the
pro
ject
. D
aily
ca
libra
tion
sh
all
be
perf
orm
ed
by
the
Engi
neer
. Th
e Co
ntra
ctor
sh
all
imm
edia
tely
re
plac
e an
y Tu
rbid
imet
ers
that
ar
e in
ne
ed
of
annu
al
prof
essi
onal
ca
libra
tion
or
ar
e ot
herw
ise
not
prop
erly
fu
ncti
onin
g, w
itho
ut a
ddit
iona
l co
mpe
nsat
ion.
The
Con
trac
tor
shal
l re
tain
ow
ners
hip
of t
he d
evic
e an
d w
ill b
e no
tifi
ed o
nce
the
Engi
neer
det
erm
ines
tha
t th
e de
vice
is n
o lo
nger
nee
ded.
(d
) M
AIN
TEN
ANCE
AN
D R
EMO
VAL
REQ
UIR
EMEN
TS.
The
Cont
ract
or s
hall
be r
espo
nsib
le f
or p
erio
dic
insp
ecti
on,
prev
enta
tive
mai
nten
ance
and
im
med
iate
rep
airs
of
all
tem
pora
ry s
oil
eros
ion
and
sedi
men
t co
ntro
l it
ems.
The
Con
trac
tor
shal
l m
aint
ain
on-s
ite,
or
ha
ve
read
ily
avai
labl
e,
suff
icie
nt
eros
ion
and
sedi
men
t co
ntro
l de
vice
s an
d m
ater
ials
to
perf
orm
mai
nten
ance
, re
pair
s, a
nd p
repa
re t
he s
ite
for
impe
ndin
g ra
in e
vent
s. A
ll BM
Ps
whi
ch c
aptu
re s
edim
ent
shal
l be
cle
aned
by
the
rem
oval
and
dis
posa
l of
sed
imen
t w
hen
the
hold
ing
capa
city
rea
ches
one
thi
rd f
ull
and
whe
n ne
cess
ary
for
the
BMP
to r
emai
n fu
ncti
onal
. An
y of
fsit
e se
dim
ent
loss
sha
ll be
rem
oved
as
dire
cted
by
the
Engi
neer
. An
y of
fsit
e-tr
acki
ng o
f se
dim
ent
onto
pu
blic
roa
dway
s sh
all b
e re
mov
ed a
nd c
onst
ruct
ion
entr
ance
s sh
all b
e st
abili
zed
as n
eede
d.
All
tem
pora
ry s
oil
eros
ion
and
sedi
men
t co
ntro
l BM
Ps s
hall
be r
emov
ed f
rom
the
pro
ject
whe
n no
lon
ger
need
ed u
nles
s sh
own
othe
rwis
e on
the
pla
ns,
the
SWM
P, o
r di
rect
ed o
r pe
rmit
ted
by t
he
Engi
neer
. Re
mov
al o
f te
mpo
rary
con
trol
s sh
all
be o
nly
afte
r pe
rman
ent
cont
rols
are
in
plac
e an
d fu
ncti
onin
g pr
oper
ly.
The
rem
oval
of
all
cont
rols
sha
ll be
fol
low
ed b
y th
e im
med
iate
sta
biliz
atio
n of
th
e ar
ea a
s di
rect
ed b
y th
e En
gine
er.
665.
04 M
etho
d of
Mea
sure
men
t.
(a
) TE
MPO
RARY
SEE
DIN
G.
Tem
pora
ry S
eedi
ng (
Item
665
-A)
will
be
mea
sure
d in
acr
es {
hect
ares
} co
mpu
ted
from
sur
face
m
easu
rem
ents
tak
en p
aral
lel t
o th
e tr
eate
d su
rfac
e. C
ompu
tati
ons
will
be
to t
he n
eare
st 0
.1 o
f an
acr
e {0
.01
ha}.
(b
) TE
MPO
RARY
MU
LCH
ING
.
Te
mpo
rary
Mul
chin
g (I
tem
665
-B)
will
be
mea
sure
d in
uni
ts o
f to
ns {
met
ric
tons
}.
Proo
f of
m
ater
ial
wei
ght
shal
l be
pro
vide
d to
the
Eng
inee
r by
the
Con
trac
tor
upon
del
iver
y of
the
mat
eria
ls t
o th
e pr
ojec
t si
te.
The
wei
ght
tick
et s
hall
cont
ain
all
item
s re
quir
ed i
n Su
bart
icle
109
.01(
h)2.
wit
h th
e ex
cept
ion
of t
he n
ame
of t
he p
rodu
cer
and
the
truc
k nu
mbe
r.
(c
) TE
MPO
RARY
PIP
E.
Tem
pora
ry P
ipe
(Ite
m 6
65-C
) w
ill b
e m
easu
red
in l
inea
r fe
et {
met
ers}
to
the
near
est
foot
{0.
1 m
} w
ith
mea
sure
men
ts t
aken
alo
ng t
he c
ente
r lin
e of
the
pip
e.
(d
) PO
LYET
HYL
ENE.
Po
lyet
hyle
ne s
heet
s (I
tem
665
-E)
will
be
mea
sure
d in
squ
are
yard
s {s
quar
e m
eter
s} c
ompu
ted
from
sur
face
mea
sure
men
ts o
f th
e ar
ea t
reat
ed.
Com
puta
tion
s w
ill b
e to
the
nea
rest
0.1
squ
are
yard
{0
.1 s
quar
e m
eter
}.
(e
) TE
MPO
RARY
EAR
TH B
ERM
S.
Tem
pora
ry E
arth
Ber
ms
(Ite
m 6
65-T
) w
ill b
e m
easu
red
in l
inea
r fe
et {
met
ers}
to
the
near
est
foot
{0.
1 m
eter
} w
ith
mea
sure
men
ts t
aken
alo
ng t
he t
op o
f th
e be
rm.
Aggr
egat
e or
pol
yeth
ylen
e pr
otec
tion
will
be
paid
sep
arat
ely
if d
irec
ted
or p
erm
itte
d by
the
Eng
inee
r. T
here
will
be
no d
irec
t pa
ymen
t fo
r be
rms
not
mee
ting
req
uire
men
ts g
iven
in t
his
Sect
ion
or s
how
n in
the
pla
ns.
(f
) TE
MPO
RARY
CO
ARSE
AG
GRE
GAT
E.
Tem
pora
ry C
oars
e Ag
greg
ate
(Ite
m 6
65-N
) w
ill b
e m
easu
red
in u
nits
of
tons
{m
etri
c to
ns}.
(g
) TE
MPO
RARY
RIP
RAP.
Te
mpo
rary
Rip
rap
(Ite
m 6
65-I
) w
ill b
e m
easu
red
in u
nits
of
tons
{m
etri
c to
ns}.
(h
) H
AY B
ALES
.
H
ay B
ales
(It
em 6
65-F
) w
ill b
e m
easu
red
per
each
bal
e un
less
use
d in
Sta
ge 4
Inle
t Pr
otec
tion
.
(i
) SA
ND
BAG
S.
Sand
Bag
s (I
tem
665
-G)
will
be
mea
sure
d pe
r ea
ch b
ag u
nles
s us
ed i
n St
age
3 or
4 I
nlet
Pr
otec
tion
.
(j
) SI
LT F
ENCE
AN
D S
ILT
FEN
CE R
EMO
VAL.
Si
lt F
ence
(It
em 6
65-J
) an
d Si
lt F
ence
Rem
oval
(It
em 6
65-O
) w
ill b
e m
easu
red
alon
g th
e to
p of
th
e fe
nce
fabr
ic in
line
ar f
eet
{met
ers}
to
the
near
est
foot
{0.
1 m
}.
(k
) W
ATTL
ES.
Wat
tles
(It
em 6
65-Q
) w
ill b
e m
easu
red
afte
r in
stal
lati
on in
lin
ear
feet
{m
eter
s} t
o th
e ne
ares
t 0.
1 fo
ot {
0.01
met
er}
wit
h m
easu
rem
ents
tak
en a
long
the
top
of
the
wat
tle
inst
alla
tion
unl
ess
used
in
Stag
e 3
or 4
Inl
et P
rote
ctio
n. W
attl
es i
nsta
lled
as s
edim
ent
barr
iers
or
ditc
h ch
ecks
sha
ll ha
ve a
di
amet
er o
f 20
inc
hes
{500
mm
} ve
rifi
ed b
y m
easu
rem
ent
of t
he c
ircu
mfe
renc
e an
ywhe
re a
long
the
le
ngth
of
the
wat
tle
whi
ch s
hall
be a
t le
ast
56 i
nche
s {1
.42
m}.
Pay
men
t fo
r st
acke
d w
attl
es w
ill b
e m
ade
at t
he c
ontr
act
pric
e fo
r a
sing
le 2
0 in
ch {
500
mm
} di
amet
er w
attl
e. W
attl
es i
nsta
lled
as s
lope
in
terr
upte
rs s
hall
have
a d
iam
eter
of
9 in
ches
{23
0 m
m}
veri
fied
by
mea
sure
men
t of
the
cir
cum
fere
nce
anyw
here
al
ong
the
leng
th
of
the
wat
tle
whi
ch
shal
l be
at
le
ast
25
inch
es
{0.6
4 m
}.
Fiel
d m
easu
rem
ents
will
be
used
to
veri
fy l
engt
hs s
how
n on
shi
ppin
g do
cum
enta
tion
. Th
e le
sser
of
the
two
leng
ths
will
be
used
for
pay
men
t.���
(l
) SI
LT D
IKES
.
Si
lt D
ikes
(It
em 6
65-R
) w
ill b
e m
easu
red
in l
inea
r fe
et {
met
ers}
to
the
near
est
0.1
foot
{0.
01
met
er}
wit
h m
easu
rem
ents
tak
en a
long
the
top
of
the
dike
.
(m
) BR
USH
BAR
RIER
S.
Brus
h Ba
rrie
rs (
Item
665
-S)
will
be
mea
sure
d in
lin
ear
feet
{m
eter
s} t
o th
e ne
ares
t fo
ot {
0.1
met
er}
wit
h m
easu
rem
ents
tak
en a
long
the
top
of
the
barr
ier.
Filt
er f
abri
c w
ill b
e m
easu
red
sepa
rate
ly
and
paym
ent
mad
e in
acc
orda
nce
wit
h th
e re
quir
emen
ts g
iven
in S
ecti
on 6
10.
(n
) IN
LET
PRO
TECT
ION
.
M
ater
ials
use
d to
con
stru
ct S
tage
1 a
nd 2
Inl
et P
rote
ctio
n w
ill b
e m
easu
red
for
paym
ent
as
appr
opri
ate
for
item
s su
ch a
s si
lt f
ence
, w
attl
es,
hay
bale
s, e
tc.
This
als
o ap
plie
s to
cur
b in
let
prot
ecti
on n
eces
sary
bey
ond
Stag
e 2.
St
ages
3 a
nd 4
Inle
t Pr
otec
tion
(It
em 6
65-P
) fo
r dr
op in
lets
will
be
mea
sure
d pe
r ea
ch s
tage
of
each
inle
t pr
otec
ted
if p
rote
cted
in a
ccor
danc
e w
ith
the
deta
ils s
how
n on
the
pla
ns.
(o
) D
RAIN
AGE
SUM
P EX
CAVA
TIO
N.
Dra
inag
e Su
mp
Exca
vati
on (
Item
665
-K)
will
be
mea
sure
d in
cub
ic y
ards
{cu
bic
met
ers}
co
mpu
ted
from
dim
ensi
ons
of t
he s
ump
size
and
dep
th a
ppro
ved
by t
he E
ngin
eer.
Mat
eria
l re
mov
ed
duri
ng s
ump
mai
nten
ance
ope
rati
ons
will
be
mea
sure
d fo
r pa
ymen
t as
Dra
inag
e Su
mp
Exca
vati
on t
o th
e ne
ares
t cu
bic
yard
{0.
1 cu
bic
met
er}.
No
mea
sure
men
t w
ill b
e m
ade
for
mat
eria
l us
ed a
s ba
ckfi
ll w
hen
the
sum
p is
clo
sed.
Re
mov
al o
f se
dim
ent
colle
cted
by
sedi
men
tati
on b
asin
s, s
edim
ent
rete
ntio
n ba
rrie
rs,
ditc
h ch
ecks
and
inl
et p
rote
ctio
n w
ill b
e m
easu
red
as d
rain
age
sum
p ex
cava
tion
if
soil
eros
ion
is b
eing
pr
even
ted
to t
he m
axim
um e
xten
t pr
acti
cabl
e.
If t
he p
ropo
sal
does
not
con
tain
thi
s it
em,
mea
sure
men
t an
d pa
ymen
t w
ill b
e m
ade
unde
r th
e It
em o
f U
ncla
ssif
ied
Exca
vati
on.
Mat
eria
l re
mov
ed w
ill n
ot b
e pa
id a
s m
uck
exca
vati
on r
egar
dles
s of
th
e co
nsis
tenc
y.
(p
) SE
DIM
ENTA
TIO
N B
ASIN
S.
Each
com
pone
nt a
nd w
ork
item
req
uire
d fo
r th
e co
nstr
ucti
on o
f a
Sedi
men
tati
on B
asin
will
be
mea
sure
d in
divi
dual
ly f
or p
aym
ent.
Exc
avat
ion
and
emba
nkm
ent
will
be
mea
sure
d as
Unc
lass
ifie
d Ex
cava
tion
. Re
mov
al o
f ca
ptur
ed s
edim
ent
will
be
mea
sure
d as
dra
inag
e su
mp
exca
vati
on.
Typi
cal
item
s re
quir
ed t
o co
nstr
uct
the
sedi
men
tati
on b
asin
may
inc
lude
unc
lass
ifie
d ex
cava
tion
, ag
greg
ates
, ri
prap
, fi
lter
fab
ric,
pol
yeth
ylen
e, f
locc
ulan
t, f
low
baf
fles
, ro
lled
eros
ion
cont
rol
prod
ucts
, se
edin
g,
basi
n de
wat
erin
g de
vice
, te
mpo
rary
pip
e, e
tc.
(q
) FL
OCC
ULA
NT.
Fl
occu
lant
pow
der
(Ite
m 6
65-V
) w
ill b
e m
easu
red
per
poun
d.
Floc
cula
nt b
lock
s (I
tem
665
-W)
will
be
mea
sure
d pe
r ea
ch.
Floc
cula
nt s
ocks
(It
em 6
65-Y
) w
ill b
e m
easu
red
per
set.
(r
) FL
OW
BAF
FLES
.
Fl
ow B
affl
es (
Item
665
-H)
will
be
mea
sure
d al
ong
the
top
of t
he b
affl
e m
ater
ial
in l
inea
r fe
et
{met
ers}
to
the
near
est
foot
{0.
1 m
}.
(s
) BA
SIN
DEW
ATER
ING
DEV
ICES
.
Ba
sin
Dew
ater
ing
Dev
ices
(It
em 6
65-X
) w
ill b
e m
easu
red
per
each
. El
evat
ed d
evic
e re
st,
outl
et p
ipes
, va
lves
, an
d en
d tr
eatm
ents
ser
ving
the
bas
in d
ewat
erin
g de
vice
are
con
side
red
to b
e a
part
of
the
devi
ce a
nd w
ill n
ot b
e m
easu
red
sepa
rate
ly f
or p
aym
ent.
(t
) TE
MPO
RARY
PIP
E EN
D T
REAT
MEN
TS.
Te
mpo
rary
Pip
e En
d Tr
eatm
ents
(It
em 6
65-D
) w
ill b
e m
easu
red
per
each
.
(u
) FL
OAT
ING
BAS
IN B
OO
MS.
Fl
oati
ng B
asin
Boo
ms
(Ite
m 6
65-L
) w
ill b
e m
easu
red
in l
inea
r fe
et {
met
ers}
to
the
near
est
0.1
foot
{0.
01 m
eter
} w
ith
mea
sure
men
ts t
aken
alo
ng t
he t
op li
ne o
f th
e bo
om.
(v
) CO
NTR
ACTO
R RE
TAIN
ED T
URB
IDIM
ETER
S.
Cont
ract
or R
etai
ned
Turb
idim
eter
s (I
tem
665
-M)
will
be
mea
sure
d pe
r ea
ch.
665.
05 B
asis
of
Paym
ent.
(a)
UN
IT P
RICE
CO
VERA
GE.
Th
e pa
ymen
t fo
r al
l te
mpo
rary
ero
sion
con
trol
ite
ms,
exc
ept
drai
nage
sum
ps,
shal
l in
clud
e th
e m
aint
enan
ce o
f th
e it
ems
unti
l th
eir
rem
oval
. Th
e ex
cava
tion
of
sedi
men
t co
llect
ed b
y dr
aina
ge
sum
ps,
ditc
h ch
ecks
, se
dim
ent
barr
iers
and
oth
er s
edim
ent
cont
rol
BMPs
will
be
cons
ider
ed D
rain
age
Sum
p Ex
cava
tion
as
long
as
eros
ion
is b
eing
con
trol
led
to t
he m
axim
um e
xten
t pr
acti
cabl
e.�
Paym
ent
for
Stag
e 3
and
Stag
e 4
Inle
t Pr
otec
tion
sh
all
incl
ude
the
inst
alla
tion
an
d m
aint
enan
ce o
f al
l ite
ms
at q
uant
itie
s sh
own
on t
he p
lans
as
bein
g re
quir
ed o
r pe
rmit
ted.
Pa
ymen
t fo
r se
dim
enta
tion
bas
ins
will
be
mad
e fo
r in
divi
dual
com
pone
nts
and
wor
k it
ems
requ
ired
for
con
stru
ctio
n an
d sh
all
be f
ull
com
pens
atio
n fo
r th
e in
stal
lati
on,
mai
nten
ance
and
rem
oval
of a
ll co
mpo
nent
s of
the
sed
imen
tati
on b
asin
as
cons
truc
ted
in a
ccor
danc
e w
ith
requ
irem
ents
sho
wn
on
the
plan
s.����
Paym
ent
for
floc
cula
nt s
hall
be f
ull
com
pens
atio
n fo
r te
stin
g (i
f re
quir
ed),
fur
nish
ing
and
plac
ing
the
floc
cula
nt.
Paym
ent
for
the
acce
pted
Tur
bidi
met
er s
hall
incl
ude
furn
ishi
ng o
f th
e de
vice
wit
h al
l th
e re
quir
ed a
cces
sori
es a
nd f
or a
ny r
equi
red
calib
rati
ons.
Pay
men
t sh
all
be f
or t
he e
xclu
sive
use
of
the
devi
ce f
or t
he d
urat
ion
of t
he c
ontr
act
or u
ntil
the
Engi
neer
det
erm
ines
tha
t th
ere
will
be
no f
urth
er
need
for
the
dev
ice.
In
the
eve
nt t
hat
tem
pora
ry o
r pe
rman
ent
eros
ion
cont
rol
mea
sure
s be
com
e ne
cess
ary
due
to
the
negl
igen
ce o
r ac
tion
s of
the
Con
trac
tor,
or
for
the
cont
ract
or’s
con
veni
ence
the
tem
pora
ry w
ork
shal
l be
per
form
ed a
t th
e Co
ntra
ctor
's ex
pens
e. T
empo
rary
or
perm
anen
t er
osio
n co
ntro
l m
easu
res
inst
alle
d in
pre
viou
sly
stab
ilize
d ar
eas
that
are
nec
essa
ry d
ue t
o re
quir
ed w
ork
sequ
enci
ng w
ill b
e pa
id
as o
utlin
ed in
thi
s se
ctio
n.
Paym
ent
will
not
be
mad
e fo
r an
y te
mpo
rary
ero
sion
or
sedi
men
t co
ntro
l m
easu
res
inst
alle
d du
e to
the
met
hods
cho
sen
by t
he C
ontr
acto
r to
per
form
the
req
uire
d w
ork.
Mea
sure
s in
clud
e th
ose
utili
zed
for
conv
enie
nce,
for
acc
ess
to t
he w
ork
(wor
k br
idge
s or
pla
tfor
ms,
str
eam
cro
ssin
gs,
acce
ss
road
s, h
aul
road
s),
thos
e ut
ilize
d fo
r tr
eati
ng o
r ha
ndlin
g w
ater
in
orde
r to
ass
ist
the
Cont
ract
or i
n th
e ex
ecut
ion
of t
he w
ork
(div
ersi
ons,
dew
ater
ing,
con
veya
nces
) or
tho
se u
tiliz
ed f
or p
rote
ctin
g th
e Co
ntra
ctor
's w
ork
or s
tagi
ng a
reas
. Pa
ymen
t w
ill a
lso
not
be m
ade
for
mea
sure
s in
stal
led
outs
ide
of t
he
righ
t of
way
or
ease
men
ts s
uch
as m
ater
ial p
its,
hau
l or
acce
ss r
oads
, pl
ant
site
s, a
nd s
tagi
ng a
reas
.
Th
e un
it p
rice
sha
ll be
ful
l co
mpe
nsat
ion
for
furn
ishi
ng a
ll m
ater
ials
unl
ess
othe
rwis
e no
ted,
th
e co
nstr
ucti
on a
nd i
nsta
llati
on o
f th
e m
ater
ials
int
o co
mpl
ete
eros
ion
or s
edim
ent
cont
rol
mea
sure
s,
and
shal
l in
clud
e al
l eq
uipm
ent,
too
ls,
labo
r, a
nd i
ncid
enta
ls n
eces
sary
to
com
plet
e th
e w
ork,
to
mai
ntai
n al
l w
ork
in a
n ac
cept
able
con
diti
on a
s lo
ng a
s de
emed
nec
essa
ry b
y th
e En
gine
er,
and
to
rem
ove
all
item
s, e
xcep
t si
lt f
ence
, as
dir
ecte
d. D
irec
t pa
ymen
t w
ill b
e m
ade
for
the
rem
oval
of
silt
fe
nce
and
the
exca
vati
on r
equi
red
for
drai
nage
sum
p m
aint
enan
ce.
(b
) PA
YMEN
T W
ILL
BE M
ADE
UN
DER
ITEM
NO
.:
665-
A T
empo
rary
See
ding
- p
er a
cre
{hec
tare
}
66
5-B
Tem
pora
ry M
ulch
ing
- pe
r to
n {m
etri
c to
n}
665-
C T
empo
rary
Pip
e -
per
linea
r fo
ot {
met
er}
665-
D T
empo
rary
Pip
e En
d Tr
eatm
ent
– pe
r ea
ch
665-
E P
olye
thyl
ene
- pe
r sq
uare
yar
d {s
quar
e m
eter
}
66
5-F
Hay
Bal
es -
per
eac
h
66
5-G
San
d Ba
gs -
per
eac
h ��
66
5-H
Flo
w B
affl
e –
per
linea
r fo
ot {
met
er}
665-
I Te
mpo
rary
Rip
rap,
Cla
ss _
___
- pe
r to
n {m
etri
c to
n}
665-
J S
ilt F
ence
- p
er li
near
foo
t {m
eter
}
66
5-K
Dra
inag
e Su
mp
Exca
vati
on -
per
cub
ic y
ard
{cub
ic m
eter
}
66
5-L
Flo
atin
g Ba
sin
Boom
- p
er li
near
foo
t {m
eter
}
66
5-M
Con
trac
tor
Reta
ined
Tur
bidi
met
er –
per
eac
h
66
5-N
Tem
pora
ry C
oars
e Ag
greg
ate,
ALD
OT
Num
ber
____
- p
er t
on {
met
ric
ton}
66
5-O
Silt
Fen
ce R
emov
al -
per
line
ar f
oot
{met
er}
665-
P In
let
Prot
ecti
on,
Stag
e 3
or 4
– p
er e
ach
665-
Q W
attl
e -
per
linea
r fo
ot {
met
er}
665-
R S
ilt D
ike
- pe
r lin
ear
foot
{m
eter
}
66
5-S
Bru
sh B
arri
er -
per
line
ar f
oot
{met
er}
665-
T T
empo
rary
Ear
th B
erm
- p
er li
near
foo
t {m
eter
}
66
5-V
Flo
ccul
ant
Pow
der
– pe
r po
und
{kilo
gram
}
66
5-W
Flo
ccul
ant
Bloc
k –
per
each
66
5-X
Bas
in D
ewat
erin
g D
evic
e –
per
each
66
5-Y
Flo
ccul
ant
Sock
– p
er s
et���
SECT
ION
666
PEST
CO
NTR
OL
666.
01 D
escr
ipti
on.
Th
e w
ork
cove
red
by t
his
Sect
ion
shal
l co
nsis
t of
fur
nish
ing
and
appl
ying
des
igna
ted
chem
ical
s to
co
ntro
l ce
rtai
n de
stru
ctiv
e pe
sts,
nam
ely,
Arm
ywor
m,
Fall
Arm
ywor
m,
Cutw
orm
, Sp
ittl
ebug
, W
hite
G
rubs
and
Pin
e Ba
rk B
eetl
es.
Be
caus
e of
the
des
truc
tive
nat
ure
of t
he a
ctio
n of
the
se p
ests
to
tree
s an
d gr
ound
cov
er w
ith
the
poss
ible
res
ult
of e
rosi
on a
nd u
ltim
ate
silt
atio
n of
are
as,
cont
rol o
f th
ese
pest
s is
a n
eces
sity
.
Both
the
Eng
inee
r an
d th
e Co
ntra
ctor
hav
e th
e re
spon
sibi
lity
of c
onti
nual
ly o
bser
ving
the
pla
nted
ar
eas
for
poss
ible
pes
t da
mag
e. T
he C
ontr
acto
r sh
ould
, up
on o
bser
ving
any
of
thes
e pe
sts,
rep
ort
such
to
the
Eng
inee
r, b
oth
verb
ally
and
in w
riti
ng.
Th
e En
gine
er w
ill v
erif
y an
y re
port
s of
thi
s ty
pe o
f pe
st a
nd d
irec
t ap
prop
riat
e tr
eatm
ent
to b
e ta
ken.
Th
e fo
llow
ing
brie
f de
scri
ptio
ns a
re p
rovi
ded
for
ease
in r
ecog
nizi
ng t
hese
pes
ts:
ARM
YWO
RM:
A m
ediu
m s
ize
cate
rpill
ar o
f da
rk g
reen
col
or w
ith
whi
te s
trip
es o
n si
des
and
dow
n th
e m
iddl
e of
the
bac
k, S
ize,
app
roxi
mat
ely
1 in
ch {
25 m
m}
in l
engt
h. T
his
wor
m u
sual
ly f
eeds
on
ly a
t ni
ght
dest
royi
ng f
olia
ge.
FALL
ARM
YWO
RM:
A m
ediu
m s
ize
cate
rpill
ar o
f da
rk g
reen
col
or w
ith
whi
te s
trip
es o
n si
des
and
dow
n th
e m
iddl
e of
the
bac
k w
ith
a di
stin
ctiv
e ye
llow
inv
erte
d "Y
" on
the
hea
d ca
psul
e. S
ize,
ap
prox
imat
ely
1 in
ch {
25 m
m}.
Thi
s w
orm
will
fee
d bo
th d
ay a
nd n
ight
des
troy
ing
folia
ge.
CUTW
ORM
: A
fat
bodi
ed c
ater
pilla
r w
ith
a gr
easy
app
eara
nce,
col
or m
ostl
y gr
eybr
own
or
mot
tled
on
top
and
light
er c
olor
und
erne
ath.
Siz
e, a
ppro
xim
atel
y 1
to 2
inch
es {
25 t
o 50
mm
} in
len
gth
whe
n fu
ll gr
own.
Thi
s w
orm
hid
es d
urin
g th
e da
y an
d fe
eds
at n
ight
, de
stro
ying
fol
iage
. SP
ITTL
EBU
G:
Mos
t ea
sily
iden
tifi
ed b
y a
frot
hy m
ass
of p
lant
jui
ce a
t th
e fo
rks
of p
lant
ste
ms
rese
mbl
ing
spit
tle.
Thi
s pe
st li
ves
insi
de t
he s
pitt
le m
ass.
W
HIT
E G
RUBS
: Th
e im
mat
ure
(lar
val)
sta
ge o
f Ju
ne o
r M
ay b
eetl
es.
Leng
th,
0.5
to 1
.5 i
nche
s {1
3 to
38
mm
}, h
ave
thre
e pa
irs
of l
egs
near
the
hea
d, a
nd c
hara
cter
isti
cally
res
t in
a C
-sha
ped
posi
tion
. Th
eir
head
s an
d re
ar e
nds
are
brow
n. G
reen
Jun
e Be
etle
gru
bs c
raw
l on
the
ir b
acks
wit
h th
eir
legs
up.
PIN
E BA
RK B
EETL
ES:
Thes
e be
etle
s ar
e di
stin
guis
hed
from
oth
er b
ark
beet
les
in t
hat
the
rear
war
d en
d of
the
abd
omen
is s
coop
ed o
ut a
nd s
pine
d (4
to
6 sp
ines
on
each
sid
e).
The
sout
hern
pin
e be
etle
and
bla
ck t
urpe
ntin
e be
etle
hav
e a
mor
e ro
unde
d ab
dom
en.
The
blac
k tu
rpen
tine
bee
tle
is t
he
larg
er o
f th
e tw
o, b
eing
abo
ut 1
/4 in
ch {
6 m
m}
long
. T
he s
outh
ern
pine
bee
tle
is a
bout
1/8
{3m
m}
inch
lo
ng.
All o
f th
e pi
ne b
ark
beet
les
are
roug
hly
cylin
dric
al a
nd a
re d
ark
brow
n to
bla
ck.
666.
02 M
ater
ial.
The
trea
tmen
ts t
o be
use
d un
der
this
Sec
tion
sha
ll be
as
per
the
curr
ent
Alab
ama
Pest
icid
e H
andb
ook
or G
uide
lines
as
may
be
issu
ed b
y th
e Al
abam
a Co
oper
ativ
e Ex
tens
ion
Serv
ice.
As
new
pe
stic
ide
mat
eria
ls a
re a
ppro
ved
by t
he S
tate
Dep
artm
ent
of A
gric
ultu
re a
nd I
ndus
trie
s, t
he B
urea
u of
Co
nstr
ucti
on m
ay a
llow
the
ir u
se u
pon
wri
tten
req
uest
by
the
Cont
ract
or.
All
chem
ical
s sh
all
be a
pro
duct
of
a re
puta
ble
man
ufac
ture
r, p
roce
ssed
in
acco
rdan
ce w
ith
all S
tate
and
Fed
eral
reg
ulat
ions
for
suc
h m
anuf
actu
re.
REST
RICT
ED U
SE O
F IN
SECT
ICID
ES
Whe
neve
r th
e St
ate
Dep
artm
ent
of A
gric
ultu
re a
nd I
ndus
trie
s or
oth
er F
eder
al o
r St
ate
agen
cy r
estr
icts
the
use
of
any
inse
ctic
ide
on h
ighw
ay r
ight
-of-
way
, it
s in
itia
l or
con
tinu
ed u
se s
hall
requ
ire
the
appr
oval
of
the
Cons
truc
tion
Eng
inee
r. I
t is
ille
gal
to p
lace
her
bici
des
in a
man
ner
that
is
not
cons
iste
nt w
ith
the
requ
irem
ents
sho
wn
on t
he in
sect
icid
e co
ntai
ner
labe
ling.
666.
03 C
onst
ruct
ion
Requ
irem
ents
.
(a)
GEN
ERAL
.
Th
e En
gine
er a
fter
ver
ific
atio
n of
the
pes
t oc
curr
ence
and
ide
ntif
icat
ion
of t
he t
ype
pest
sh
all d
irec
t th
e us
e of
tre
atm
ents
as
note
d in
Art
icle
666
.02
in a
ccor
danc
e w
ith
the
follo
win
g:
Eq
uipm
ent
used
in
the
appl
icat
ion
shal
l be
des
igne
d fo
r th
e ap
plic
atio
n m
etho
d to
be
used
and
app
rove
d by
the
Eng
inee
r fo
r us
e.
Th
e ap
plic
atio
n of
pes
tici
des
shal
l be
per
form
ed b
y or
und
er t
he d
irec
t su
perv
isio
n of
a
licen
sed
pest
icid
e ap
plic
ator
, lic
ense
d in
the
are
a of
rig
ht-o
f-w
ay p
est
cont
rol.
Uni
form
cov
erag
e is
requ
ired
. If
uni
form
cov
erag
e is
not
obt
aine
d, t
he C
ontr
acto
r sh
all
retr
eat
the
enti
re a
rea
in s
uch
a m
anne
r th
at u
nifo
rm c
over
age
is o
btai
ned.
Ret
reat
men
t be
caus
e of
une
ven
cove
rage
sha
ll be
wit
hout
ad
diti
onal
cos
t to
the
Sta
te.
Retr
eatm
ent
shal
l no
t be
per
form
ed w
ithi
n se
ven
days
of
the
orig
inal
tr
eatm
ent.
All
trea
tmen
ts s
hall
be a
t th
e di
rect
ion
of t
he E
ngin
eer.
In a
ll tr
eatm
ents
, di
luti
ons
of l
iqui
ds a
nd t
echn
ical
mat
eria
l do
sage
app
lied
shal
l fo
llow
la
bel i
nstr
ucti
ons,
the
se S
peci
fica
tion
s an
d be
ver
ifie
d by
the
Eng
inee
r.
An
y ch
ange
to
the
dilu
tion
rat
es o
f a
spec
ific
che
mic
al o
r th
e su
bsti
tuti
on o
f ch
emic
als
othe
r th
an t
hose
mee
ting
the
req
uire
men
ts o
f Ar
ticl
e 66
6.02
mus
t ha
ve p
rior
wri
tten
app
rova
l of
the
Co
nstr
ucti
on E
ngin
eer
and
any
such
app
rove
d ch
ange
mus
t be
wit
hout
add
itio
nal c
ost
to t
he S
tate
.
(b
) SA
FEG
UAR
DS.
Sa
fegu
ards
in
appl
ying
ins
ecti
cide
s ar
e th
e re
spon
sibi
lity
of t
he C
ontr
acto
r, a
nd h
e sh
all
be
resp
onsi
ble
for
any
dam
age
to h
uman
s or
wild
life
incu
rred
dur
ing
appl
icat
ion
oper
atio
ns.
The
follo
win
g ar
e m
inim
um b
asic
saf
egua
rds
to b
e ob
serv
ed.
1.
Avoi
d dr
ift
of a
ny s
pray
or
dust
mat
eria
l on
adja
cent
pro
pert
y.
2.
Conf
ine
Spra
ys o
r D
ust
to a
reas
tha
t w
ill n
ot c
onta
min
ate
stre
ams
or l
akes
adj
acen
t to
th
e Ri
ght-
of-W
ay.
3.
Carb
aryl
(Se
vin)
and
Mal
athi
on a
re h
ighl
y to
xic
to b
ees;
the
refo
re,
if s
pray
ing
or d
usti
ng
is c
arri
ed o
ut n
ear
bee
yard
s, g
ive
adva
nce
noti
ce t
o be
ekee
per
so t
hat
he c
an p
rote
ct h
is b
ees.
4.
In
gen
eral
, sp
rayi
ng w
ith
grou
nd e
quip
men
t is
the
lea
st h
azar
dous
to
wild
life;
the
refo
re,
all
trea
tmen
t sh
all
be a
pplie
d by
app
rove
d gr
ound
dri
ven
equi
pmen
t un
less
app
rove
d ot
herw
ise
by t
he
Engi
neer
.
5.
O
pera
tors
of
spra
ying
or
dust
ing
equi
pmen
t m
ust
wea
r th
e re
com
men
ded
appa
rel
for
spec
ific
inse
ctic
ides
bei
ng a
pplie
d in
exe
cuti
ng t
his
wor
k.
6.
Onl
y qu
alif
ied
pers
onne
l w
ill
be
perm
itte
d to
en
gage
in
th
is
type
op
erat
ion.
Th
e Co
ntra
ctor
or
subc
ontr
acto
r sh
all
subm
it,
if r
equi
red
by t
he A
laba
ma
Dep
artm
ent
of T
rans
port
atio
n, a
lis
t of
the
roa
ds,
railr
oads
, or
oth
er a
reas
tha
t he
has
tre
ated
. Th
is l
ist
mus
t be
cer
tifi
ed b
y th
e of
fici
al
for
who
m t
he w
ork
was
per
form
ed.
7.
Nor
mal
ly,
pest
icid
e sp
rayi
ng
will
be
re
stri
cted
to
ro
adsi
de
area
s w
hich
ar
e un
der
cons
truc
tion
, an
d su
bseq
uent
ly,
are
not
open
to
the
publ
ic.
How
ever
, sh
ould
are
as s
uch
as s
ceni
c ov
erlo
oks,
res
t ar
eas,
etc
., b
e or
dere
d tr
eate
d, p
reca
utio
ns f
or t
he p
rote
ctio
n of
the
pub
lic m
ust
be
take
n; n
amel
y, b
y ke
epin
g pe
dest
rian
s of
f th
e ar
ea u
ntil
the
inse
ctic
ide
diss
ipat
es f
rom
the
tur
f ar
ea t
o a
poin
t th
at it
is n
o lo
nger
an
area
of
conc
ern
in a
ccor
danc
e w
ith
the
prod
uct
labe
ling.
666.
04 M
etho
d of
Mea
sure
men
t.
It
em 6
66-A
will
be
mea
sure
d in
acr
es {
hect
ares
} co
mpu
ted
from
sur
face
mea
sure
men
ts t
aken
pa
ralle
l to
the
trea
ted
surf
ace.
Com
puta
tion
s w
ill b
e to
the
nea
rest
0.1
of
an a
cre
{0.1
ha}
.
Item
666
-B w
ill b
e m
easu
red
by t
he g
allo
n {l
iter
} of
dis
pens
ed s
olut
ion
wit
h m
easu
rem
ents
tak
en
from
the
sto
rage
ves
sel
befo
re a
nd f
ollo
win
g di
sper
sal
to d
eter
min
e th
e ac
tual
am
ount
of
solu
tion
us
ed.
Com
puta
tion
s w
ill b
e to
the
nea
rest
gal
lon
{L}.
Item
666
-C w
ill b
e m
easu
red
by t
he s
quar
e ya
rd {
squa
re m
eter
} of
dis
pens
ed s
olut
ion
wit
h su
rfac
e m
easu
rem
ents
tak
en p
aral
lel
to t
he t
reat
ed s
urfa
ce.
Com
puta
tion
s w
ill b
e to
the
nea
rest
0.1
squ
are
yard
{0.
1 sq
uare
met
er}.
666.
05 B
asis
of
Paym
ent.
(a)
UN
IT P
RICE
CO
VERA
GE.
Co
mpl
eted
and
acc
epte
d pe
st c
ontr
ol t
reat
men
t m
easu
red
as n
oted
abo
ve s
hall
be f
ull
com
pens
atio
n fo
r th
e fu
rnis
hing
of
the
resp
ecti
ve i
nsec
tici
de n
oted
, fo
r th
e un
ifor
m a
pplic
atio
n of
the
in
sect
icid
e an
d fo
r al
l m
ater
ials
, eq
uipm
ent,
too
ls,
labo
r an
d in
cide
ntal
s ne
cess
ary
for
the
sati
sfac
tory
co
mpl
etio
n of
the
wor
k.
(b
) PA
YMEN
T W
ILL
BE M
ADE
UN
DER
ITEM
NO
.:
666-
A Pe
st C
ontr
ol T
reat
men
t- p
er a
cre
{ha}
66
6-B
Spo
t Pe
st C
ontr
ol T
reat
men
t� -
( *
) (
**
) (
***
) (
***
* )
per
gallo
n {L
}
66
6-C
Spo
t Pe
st C
ontr
ol T
reat
men
t� -
( *
) (
**
) (
***
) (
***
* )
per
squ
are
yard
{sq
uare
met
er}
*
Spe
cify
Typ
e
** S
peci
fy R
ate
**
* S
peci
fy C
arri
er R
ate
of A
pplic
atio
n
****
Spe
cify
Typ
e of
Car
rier
SECT
ION
668
PRE-
EMER
GEN
T H
ERBI
CID
E TR
EATM
ENT
66
8.01
Des
crip
tion
.
This
sec
tion
sha
ll co
ver
the
wor
k of
app
lyin
g so
il ac
tive
her
bici
de(s
) on
the
hig
hway
rig
ht-o
f-w
ay in
ac
cord
ance
wit
h th
e pl
ans,
spe
cifi
cati
ons,
mat
eria
l la
bel
inst
ruct
ions
, or
as
dire
cted
by
the
Engi
neer
to
cont
rol t
he g
row
th o
f no
xiou
s w
eeds
, br
ush,
vin
es a
nd g
rass
es.
668.
02 M
ater
ials
.
Mat
eria
ls
furn
ishe
d fo
r us
e in
th
is
vege
tati
on c
ontr
ol
wor
k sh
all
be
prod
uced
by
re
puta
ble,
re
cogn
ized
man
ufac
ture
rs a
nd r
egis
tere
d by
the
U.S
. En
viro
nmen
tal
Prot
ecti
on A
genc
y. M
ater
ials
sha
ll be
lic
ense
d fo
r us
e in
the
Sta
te o
f Al
abam
a an
d sh
all
be p
re-q
ualif
ied
for
use
by t
he A
laba
ma
Dep
artm
ent
of T
rans
port
atio
n.
An a
ppro
ved
drif
t co
ntro
l ag
ent
shal
l be
use
d in
all
liqui
d br
oadc
ast
appl
icat
ions
. A
djuv
ants
, su
ch a
s, b
ut n
ot l
imit
ed t
o, s
urfa
ctan
ts s
hall
be u
sed
whe
n ca
lled
for
by
prod
uct
labe
l in
stru
ctio
ns o
f th
e he
rbic
ide
desi
gnat
ed o
n th
e pl
ans
or d
irec
ted
by t
he E
ngin
eer.
Al
l he
rbic
ide
and
rela
ted
adju
vant
s sh
all
be l
abel
ed f
or r
ight
-of-
way
use
. U
nles
s sp
ecif
ied
othe
rwis
e by
th
e pl
ans
and/
or p
ropo
sal,
pot
able
wat
er s
hall
be t
he c
arri
er f
or d
ispe
rsin
g th
e he
rbic
ide.
Th
e us
e of
he
rbic
ides
ot
her
than
th
ose
disp
ense
d w
ith
a w
ater
ca
rrie
r,
such
as
gra
nule
s,
pelle
ts,
pow
ders
, ca
psul
es,
etc.
, sh
all
be p
lace
d as
ind
icat
ed o
n th
e pr
oduc
t la
bel
at l
ocat
ions
ind
icat
ed o
n th
e pl
ans,
or
as d
irec
ted
by t
he E
ngin
eer.
H
erbi
cide
s an
d th
eir
appl
icat
ion
rate
s th
at a
re a
ppro
ved
for
use
on A
LDO
T ri
ghts
-of-
way
may
be
foun
d in
the
late
st e
diti
on o
f th
e Ad
dend
um t
o “A
Man
ual f
or R
oads
ide
Vege
tati
on
Man
agem
ent
– Ch
apte
r IV
” w
hich
is
re
vise
d,
prin
ted
and
dist
ribu
ted
annu
ally
by
th
e Al
abam
a D
epar
tmen
t of
Tra
nspo
rtat
ion’
s M
aint
enan
ce B
urea
u. T
he t
ype
of h
erbi
cide
req
uire
d on
the
pro
ject
and
th
e re
quir
ed a
pplic
atio
n ra
te w
ill b
e sh
own
on t
he P
lans
.
668.
03 C
onst
ruct
ion
Requ
irem
ents
.
(a)
EQU
IPM
ENT.
1.
EQ
UIP
MEN
T FO
R BR
OAD
CAST
SPR
AYIN
G.
Th
e Co
ntra
ctor
sha
ll ut
ilize
equ
ipm
ent
in t
his
cont
ract
tha
t is
in
good
wor
king
con
diti
on
and
is s
uita
ble
and
safe
for
acc
urat
ely
disp
ensi
ng h
erbi
cide
wit
hin
the
righ
t-of
-way
lim
its
of t
he
high
way
and
for
per
form
ing
the
wor
k re
quir
ed u
nder
thi
s co
ntra
ct.
The
con
trac
tor
shal
l pr
ovid
e su
ffic
ient
equ
ipm
ent
and
acce
ssor
y it
ems
nece
ssar
y fo
r ef
fici
ent
oper
atio
n an
d co
mpl
etio
n of
the
he
rbic
ide
appl
icat
ion
in t
he d
esig
nate
d ti
me
limit
atio
ns.
Br
oadc
ast
spra
ying
equ
ipm
ent
shal
l be
cap
able
of
cont
rolli
ng t
he r
ate
of a
pplic
atio
n us
ing
a co
mpu
teri
zed,
cal
ibra
ted
spra
yer.
Th
e co
mpu
ter
mod
ule
and
acce
ssor
y eq
uipm
ent
shal
l be
ca
pabl
e of
mon
itor
ing
grou
nd s
peed
wit
h th
e ab
ility
to
com
pens
ate
the
outp
ut v
olum
e of
the
spr
ay
solu
tion
to
prov
ide
accu
rate
and
uni
form
dis
pens
ing
of t
he s
pray
sol
utio
n to
the
sur
face
are
a of
the
hi
ghw
ay r
ight
-of-
way
thr
ough
out
the
oper
able
spe
ed r
ange
. T
he c
ompu
ter
shal
l ha
ve a
non
-vol
atile
m
emor
y w
ith
the
abili
ty t
o st
ore
and
repo
rt d
ata.
Re
port
ing
capa
bilit
y sh
all
incl
ude
quan
tity
of
mat
eria
l spr
ayed
, ar
ea t
reat
ed,
and
hour
s of
ope
rati
on o
n a
daily
bas
is.
Eq
uipm
ent
shal
l be
cap
able
of
disp
ensi
ng h
erbi
cide
by
eith
er (
1) t
ank
mix
ed s
olut
ion,
or
(2)
chem
ical
inj
ecti
on a
nd m
ixin
g im
med
iate
ly p
rior
to
the
dist
ribu
tion
noz
zles
. I
n th
e ev
ent
tank
mix
eq
uipm
ent
is u
sed,
mea
ns s
hall
be p
rovi
ded
for
cons
tant
agi
tati
on (
eith
er j
et o
r m
echa
nica
l) o
f th
e m
ixtu
re d
urin
g th
e fi
lling
and
spr
ayin
g op
erat
ion.
Ea
ch p
iece
of
equi
pmen
t sh
all
be e
quip
ped
wit
h a
hand
gun
and
noz
zles
cap
able
of
spre
adin
g th
e m
ixed
sol
utio
n un
ifor
mly
, at
the
spe
cifi
ed r
ate,
ove
r su
rfac
e ar
eas
mis
sed
or in
acce
ssib
le t
o th
e br
oadc
ast
spra
ying
.
Her
bici
de a
pplic
atio
n eq
uipm
ent
oper
ated
fro
m t
he r
oadw
ay o
r pa
ved
shou
lder
sur
face
sh
all
be e
quip
ped
wit
h a
port
able
seq
uent
ial
arro
w u
nit
and
impa
ct a
tten
uato
r or
be
imm
edia
tely
fo
llow
ed a
t al
l tim
es b
y a
shad
ow v
ehic
le e
quip
ped
wit
h th
ese
two
item
s.
Sm
alle
r m
otor
ized
gro
und
oper
ated
equ
ipm
ent
may
be
used
wit
h th
e ap
prov
al o
f th
e En
gine
er.
This
equ
ipm
ent
may
be
used
on
smal
ler
area
s, s
uch
as l
ands
cape
d ar
eas
wit
hin
the
limit
s of
th
e ri
ght-
of-w
ay.
The
smal
ler
area
s ar
e de
fine
d as
the
are
as t
hat
are
inac
cess
able
to
truc
k m
ount
ed
and
agri
cult
ural
typ
e sp
raye
rs n
orm
ally
use
d fo
r br
oadc
ast
appl
icat
ions
fro
m t
he r
oadw
ay o
r op
en a
reas
w
ithi
n th
e ri
ght-
of-w
ay.
This
sm
alle
r m
otor
ized
gro
und
oper
ated
equ
ipm
ent
shal
l be
equ
ippe
d w
ith
a ha
nd g
un a
nd/o
r no
zzle
s ca
pabl
e of
spr
eadi
ng t
he m
ixed
sol
utio
n un
ifor
mly
ove
r th
e ar
ea t
o be
tr
eate
d. M
eans
sha
ll be
pro
vide
d fo
r co
nsta
nt a
gita
tion
(ei
ther
jet
or
mec
hani
cal)
of
the
mix
ture
dur
ing
the
filli
ng a
nd s
pray
ing
oper
atio
ns.
2. E
QU
IPM
ENT
FOR
SPO
T SP
RAYI
NG
.
Spot
spr
ayin
g by
mea
ns o
f ha
nd g
uns,
bac
kpac
k sp
raye
rs,
port
able
tan
ks,
etc.
, sh
all
be
capa
ble
of a
pply
ing
the
herb
icid
e so
luti
on a
t th
e de
sign
ated
pla
n ra
te o
r as
dir
ecte
d by
the
Eng
inee
r.
Her
bici
des
plac
ed w
ith
this
typ
e eq
uipm
ent
shal
l dis
pens
e so
luti
on w
hich
con
tain
s th
e co
rrec
t he
rbic
ide
to c
arri
er r
atio
. T
he h
erbi
cide
sol
utio
n sh
all
be d
irec
ted
and
plac
ed o
n th
e ta
rget
are
a to
pro
vide
un
ifor
m,
adeq
uate
and
pro
per
cove
rage
.
(b
) M
ETH
OD
S O
F O
PERA
TIO
N.
Prio
r to
beg
inni
ng w
ork,
a c
onfe
renc
e be
twee
n re
pres
enta
tive
s of
the
Dep
artm
ent
and
the
Cont
ract
or
will
be
ar
rang
ed
by
the
Dep
artm
ent.
In
this
m
eeti
ng
plan
s,
spec
ific
atio
ns,
unus
ual
cond
itio
ns,
met
hods
for
mar
king
non
-spr
ayab
le a
reas
, an
d ot
her
pert
inen
t it
ems
rega
rdin
g th
e w
ork
will
be
disc
usse
d.
Cert
ain
“No-
Spra
y” a
reas
may
occ
ur;
thes
e fa
ll w
ithi
n th
e de
fine
d lim
its
of t
he
spra
ying
are
a as
indi
cate
d by
the
pla
ns a
nd s
peci
fica
tion
s.
Thes
e ar
eas
are
whe
re v
ario
us b
usin
esse
s or
ag
enci
es h
ave
orna
men
tal p
lant
ings
or
impr
oved
tur
f w
ithi
n th
e hi
ghw
ay r
ight
-of-
way
and
per
form
the
ir
own
mai
nten
ance
, or
as
dire
cted
by
the
Engi
neer
. T
he D
epar
tmen
t w
ill d
eter
min
e al
l no
n-sp
raya
ble
area
s.
Spra
ying
will
not
be
perm
itte
d w
hen,
in
the
opin
ion
of t
he E
ngin
eer,
soi
l, v
eget
atio
n, a
nd/o
r w
eath
er c
ondi
tion
s ar
e su
ch t
hat
the
righ
t-of
-way
or
the
vege
tati
on w
ould
be
dam
aged
or
spra
ying
w
ould
be
inef
fect
ive.
Th
e Co
ntra
ctor
sha
ll sp
ray
as c
lose
as
prac
tica
ble
to a
ll fi
xed
obje
cts,
exe
rcis
ing
extr
eme
care
not
to
dam
age
tree
s, p
lant
s, s
hrub
s, s
igns
, de
linea
tors
or
othe
r ap
purt
enan
ces
whi
ch a
re p
art
of
the
faci
lity.
An
y da
mag
e ca
used
by
the
Cont
ract
or’s
spr
ayin
g op
erat
ions
to
any
tree
, pl
ant,
shr
ub,
sign
, de
linea
tor
or o
ther
app
urte
nanc
e w
hich
is
part
of
the
faci
lity
shal
l be
pru
ned,
tri
mm
ed,
repa
ired
or
rep
lace
d im
med
iate
ly b
y th
e Co
ntra
ctor
at
no c
ost
to t
he D
epar
tmen
t.
The
Engi
neer
will
det
erm
ine
whe
ther
the
dam
age
shal
l be
corr
ecte
d by
pru
ning
, tr
imm
ing,
rep
air
or r
epla
cem
ent.
Th
e Co
ntra
ctor
sha
ll be
res
pons
ible
for
any
dam
age
to p
ublic
or
priv
ate
prop
erty
whi
ch m
ay
occu
r as
a r
esul
t of
the
spr
ayin
g op
erat
ion.
(c
) SP
RAYI
NG
APP
LICA
TIO
N R
EQU
IREM
ENTS
.
Th
e Co
ntra
ctor
sha
ll po
sses
s th
e ap
prop
riat
e lic
ense
and
per
mit
req
uire
d by
the
Sta
te o
f Al
abam
a D
epar
tmen
t of
Agr
icul
ture
and
Indu
stri
es f
or c
ondu
ctin
g bu
sine
ss in
the
Sta
te o
f Al
abam
a.
All
pers
onne
l di
rect
ly
invo
lved
in
th
e ap
plic
atio
n of
th
e he
rbic
ide
solu
tion
, to
in
clud
e op
erat
ors
and
proj
ect
supe
rvis
ory
pers
onne
l,
shal
l be
ex
peri
ence
d in
th
e gr
ound
ap
plic
atio
n of
pe
stic
ides
on
high
way
rig
hts-
of-w
ay.
Ope
rato
rs a
nd p
roje
ct s
uper
viso
rs i
nvol
ved
wit
h th
is p
roje
ct s
hall
poss
ess
a co
mm
erci
al
appl
icat
or p
erm
it is
sued
by
the
Stat
e of
Ala
bam
a D
epar
tmen
t of
Agr
icul
ture
and
Indu
stri
es c
over
ing
the
“Rig
ht-o
f-W
ay”
cate
gory
.
Th
e Co
ntra
ctor
will
fur
nish
tw
o co
pies
of
prod
uct
labe
ls a
nd m
ater
ial
safe
ty d
ata
shee
ts f
or
the
prod
ucts
use
d on
the
pro
ject
. O
ne c
opy
of e
ach
will
be
furn
ishe
d to
the
Eng
inee
r an
d on
e co
py w
ill
be k
ept
wit
h th
e ve
hicl
es a
pply
ing
the
herb
icid
e at
all
tim
es.
Whi
le s
pray
ing,
car
e sh
all
be e
xerc
ised
to
prev
ent
dam
age
by s
pray
dri
ft o
r di
rect
con
tact
of
herb
icid
e to
are
as c
onta
inin
g pl
anti
ngs
of s
hrub
s an
d bu
shes
, de
sign
ated
wild
flow
er a
reas
, de
cidu
ous
or
ever
gree
n tr
ees,
res
iden
tial
pla
ntin
gs,
vege
tabl
e or
flo
wer
gar
dens
, an
y su
scep
tibl
e fa
rm c
rops
, or
ot
her
desi
rabl
e pl
ants
. I
n th
e ev
ent
of d
amag
e to
any
des
irab
le p
lant
s w
hich
inc
lude
s da
mag
e or
“b
row
n-ou
t” t
o lo
w h
angi
ng l
imbs
of
tree
s al
ong
the
righ
t-of
-way
, th
e Co
ntra
ctor
will
cor
rect
by
eith
er
repl
acem
ent,
pru
ning
, tr
imm
ing
or c
ompe
nsat
ion
of a
ny d
amag
es c
ause
d by
the
mis
appl
icat
ion
or d
rift
of
the
her
bici
de s
olut
ion
imm
edia
tely
fol
low
ing
visu
al r
ecog
niti
on,
verb
al o
r w
ritt
en n
otif
icat
ion
and/
or
inst
ruct
ions
fro
m t
he E
ngin
eer.
N
o he
rbic
ide
solu
tion
sha
ll be
spr
ayed
wit
hout
a d
rift
con
trol
age
nt.
No
spra
ying
sha
ll be
un
dert
aken
whe
n th
e w
ind
velo
city
is 5
mph
{8
km/h
} or
gre
ater
.
N
o sp
rayi
ng s
hall
be u
nder
take
n du
ring
a r
ain,
whe
n he
avy
rain
is
imm
inen
t, o
r w
hen
soil
is
satu
rate
d.
The
Cont
ract
or s
hall
take
ext
rem
e ca
re t
o in
sure
tha
t he
rbic
ide
does
not
ent
er a
ny l
akes
, st
ream
s, p
onds
or
wet
land
s.
The
spee
d of
any
veh
icle
use
d to
app
ly t
he h
erbi
cide
sol
utio
n to
the
hig
hway
rig
ht-o
f-w
ay,
shal
l no
t ex
ceed
11
mph
{18
km
/h}
whe
n op
erat
ed f
rom
the
roa
dway
/pav
ed s
houl
der
surf
ace
or 5
mph
{8
km
/h}
whe
n op
erat
ed o
ff t
he im
prov
ed p
orti
on o
f th
e ro
adw
ay.
The
patt
ern
of s
pray
sha
ll be
suc
h as
to
prov
ide
even
, un
ifor
m c
over
age.
(d
) LI
ABIL
ITY
OF
CON
TRAC
TOR.
Th
e Co
ntra
ctor
sha
ll as
sum
e al
l lia
bilit
y fo
r an
y da
mag
e re
sult
ing
from
the
app
licat
ion
of t
he
herb
icid
es f
or t
his
proj
ect
and
shal
l ho
ld t
he S
tate
of
Alab
ama
harm
less
fro
m a
ny c
laim
s ar
isin
g fr
om
this
dam
age.
It
is i
llega
l to
pla
ce h
erbi
cide
s in
a m
anne
r th
at i
s no
t co
nsis
tent
wit
h th
e re
quir
emen
ts
show
n on
the
her
bici
de c
onta
iner
labe
ling.
(e
) RE
CORD
OF
WO
RK.
It s
hall
be t
he C
ontr
acto
r’s
resp
onsi
bilit
y to
“sc
out
ahea
d” f
or e
ach
day’
s an
tici
pate
d w
ork.
D
epar
tmen
t-fu
rnis
hed
form
s (B
M-1
96)
“Her
bici
de S
cout
ing
Repo
rt”
shal
l be
com
plet
ed p
rior
to
the
begi
nnin
g of
eac
h da
y’s
wor
k.
A co
mpl
eted
and
sig
ned
copy
sha
ll be
fur
nish
ed t
o th
e D
epar
tmen
t’s
Engi
neer
for
eac
h da
y’s
oper
atio
n.
The
Cont
ract
or s
hall
acco
unt
for
each
day
’s w
ork
and
prov
ide
info
rmat
ion
on l
ocat
ion,
are
a co
vere
d, w
eath
er c
ondi
tion
s, p
erso
nnel
, eq
uipm
ent,
her
bici
de u
sed,
rat
es a
nd p
rodu
ctiv
ity.
Th
is
info
rmat
ion
shal
l be
pro
vide
d on
the
Dep
artm
ent’
s “H
erbi
cide
Tre
atm
ent
Repo
rt”,
whi
ch w
ill b
e pr
ovid
ed b
y th
e D
epar
tmen
t.
A co
mpl
eted
and
sig
ned
copy
of
this
rep
ort
shal
l al
so b
e fu
rnis
hed
to t
he
Dep
artm
ent’
s En
gine
er f
or e
ach
day’
s w
ork.
668.
04 M
etho
d of
Mea
sure
men
t.
It
em 6
68-A
will
be
mea
sure
d in
acr
es {
hect
ares
} co
mpu
ted
from
sur
face
mea
sure
men
ts t
aken
pa
ralle
l to
the
trea
ted
surf
ace.
Com
puta
tion
s w
ill b
e to
the
nea
rest
0.1
of
an a
cre
{0.1
ha}
.
Item
668
-B w
ill b
e m
easu
red
by t
he g
allo
n {L
} of
dis
pens
ed s
olut
ion
wit
h m
easu
rem
ents
tak
en f
rom
th
e st
orag
e ve
ssel
bef
ore
and
follo
win
g di
sper
sal
to d
eter
min
e th
e ac
tual
am
ount
of
solu
tion
use
d.
Com
puta
tion
s w
ill b
e to
the
nea
rest
gal
lon
{L}.
Item
668
-C w
ill b
e m
easu
red
by t
he s
quar
e ya
rd {
squa
re m
eter
} of
dis
pens
ed s
olut
ion
wit
h su
rfac
e m
easu
rem
ents
tak
en p
aral
lel
to t
he t
reat
ed s
urfa
ce.
Com
puta
tion
s w
ill b
e to
the
nea
rest
0.1
squ
are
yard
{0.
1 sq
uare
met
er}.
668.
05 B
asis
of
Paym
ent.
(a)
UN
IT P
RICE
CO
VERA
GE.
Pa
ymen
t fo
r al
l sa
tisf
acto
rily
co
mpl
eted
w
ork
of
pre-
emer
gent
he
rbic
ide
appl
icat
ion
as
spec
ifie
d, m
easu
red
as p
rovi
ded
abov
e, w
ill b
e pa
id f
or a
t th
e co
ntra
ct b
id p
rice
whi
ch s
hall
be f
ull
com
pens
atio
n fo
r fu
rnis
hing
all
labo
r, e
quip
men
t, h
erbi
cide
s, a
djuv
ants
, ca
rrie
r, f
uels
, in
cide
ntal
s an
d lia
bilit
y in
sura
nce
nece
ssar
y to
co
mpl
ete
the
wor
k.
Part
ial
paym
ents
w
ill
be
mad
e on
m
onth
ly
esti
mat
es b
ased
on
the
perc
enta
ge o
f th
e to
tal
wor
k pe
rfor
med
as
esti
mat
ed b
y th
e En
gine
er.
(b
) PA
YMEN
T W
ILL
BE M
ADE
UN
DER
ITEM
NO
.:
668-
A B
road
cast
Pre
-Em
erge
nt H
erbi
cide
Tre
atm
ent
( *
) (
**
) (
***
) (
***
* )
per
acre
(ha
)
66
8-B
Spo
t Pr
e-Em
erge
nt H
erbi
cide
Tre
atm
ent
( *
) (
**
) (
***
) (
***
* )
per
gallo
n {L
}
66
8-C
Spo
t Pr
e-Em
erge
nt H
erbi
cide
Tre
atm
ent
( *
) (
**
) (
***
) (
***
* )
pe
r sq
uare
yar
d {s
quar
e m
eter
}
*
Spe
cify
Typ
e of
Her
bici
de
** S
peci
fy R
ate
of H
erbi
cide
App
licat
ion
***
Spe
cify
Car
rier
Rat
e of
App
licat
ion
****
Spe
cify
Typ
e of
Car
rier
SECT
ION
669
POST
-EM
ERG
ENT
HER
BICI
DE
TREA
TMEN
T
669.
01 D
ESCR
IPTI
ON
This
sec
tion
sha
ll co
ver
the
wor
k of
app
lyin
g co
ntac
t (f
olia
ge a
ctiv
e) h
erbi
cide
(s)
on t
he h
ighw
ay
righ
t-of
-way
in
acco
rdan
ce w
ith
the
plan
s, s
peci
fica
tion
s, m
ater
ial
labe
l in
stru
ctio
ns o
r as
dir
ecte
d by
th
e En
gine
er t
o co
ntro
l the
gro
wth
of
noxi
ous
wee
ds,
brus
h, v
ines
and
gra
sses
.
669.
02 M
ATE
RIA
LS
M
ater
ials
fu
rnis
hed
for
use
in
this
ve
geta
tion
con
trol
w
ork
shal
l be
pr
oduc
ed
by
repu
tabl
e,
reco
gniz
ed m
anuf
actu
rers
and
reg
iste
red
by t
he U
.S.
Envi
ronm
enta
l Pr
otec
tion
Age
ncy.
M
ater
ials
sha
ll be
lic
ense
d fo
r us
e in
the
Sta
te o
f Al
abam
a an
d pr
e-qu
alif
ied
for
use
by t
he A
laba
ma
Dep
artm
ent
of
Tran
spor
tati
on.
An
appr
oved
dri
ft c
ontr
ol a
gent
sha
ll be
use
d in
all
liqui
d br
oadc
ast
appl
icat
ions
.
Adju
vant
s, s
uch
as,
but
not
limit
ed t
o, s
urfa
ctan
ts s
hall
be u
sed
whe
n ca
lled
for
by p
rodu
ct l
abel
in
stru
ctio
ns o
f th
e he
rbic
ide
desi
gnat
ed o
n th
e pl
ans
or d
irec
ted
by t
he E
ngin
eer.
Al
l he
rbic
ide
and
rela
ted
adju
vant
s sh
all
be l
abel
ed f
or r
ight
-of-
way
use
. U
nles
s sp
ecif
ied
othe
rwis
e by
the
pla
ns a
nd/o
r pr
opos
al,
pota
ble
wat
er s
hall
be t
he c
arri
er f
or d
ispe
rsin
g th
e he
rbic
ide.
Th
e us
e of
her
bici
des
othe
r th
an t
hose
dis
pens
ed w
ith
a w
ater
car
rier
, su
ch a
s he
rbic
ides
dis
pens
ed w
ith
oil
shal
l be
pla
ced
as
indi
cate
d on
the
pro
duct
lab
el a
t lo
cati
ons
indi
cate
d on
the
pla
ns,
or a
s di
rect
ed b
y th
e En
gine
er.
H
erbi
cide
s an
d th
eir
appl
icat
ion
rate
s th
at a
re a
ppro
ved
for
use
on A
LDO
T ri
ghts
-of-
way
may
be
foun
d in
the
lat
est
edit
ion
of t
he A
dden
dum
to
“A M
anua
l fo
r Ro
adsi
de V
eget
atio
n M
anag
emen
t –
Chap
ter
IV”
whi
ch i
s re
vise
d, p
rint
ed a
nd d
istr
ibut
ed a
nnua
lly b
y th
e Al
abam
a D
epar
tmen
t of
Tra
nspo
rtat
ion’
s M
aint
enan
ce B
urea
u.
The
type
of
herb
icid
e an
d th
e re
quir
ed a
pplic
atio
n ra
te w
ill b
e sh
own
on t
he
plan
s.
669.
03 C
ON
STRU
CTIO
N E
QU
IPM
ENT
(a
) E
QU
IPM
ENT
1. E
QU
IPM
ENT
FOR
BRO
ADCA
ST S
PRAY
ING
.
The
Cont
ract
or s
hall
utili
ze e
quip
men
t in
thi
s co
ntra
ct t
hat
is i
n go
od w
orki
ng c
ondi
tion
an
d is
sui
tabl
e an
d sa
fe f
or a
ccur
atel
y di
spen
sing
her
bici
de w
ithi
n th
e ri
ght-
of-w
ay l
imit
s of
the
hi
ghw
ay a
nd f
or p
erfo
rmin
g th
e w
ork
requ
ired
und
er t
his
cont
ract
. Th
e co
ntra
ctor
sha
ll pr
ovid
e su
ffic
ient
equ
ipm
ent
and
acce
ssor
y it
ems
nece
ssar
y fo
r ef
fici
ent
oper
atio
n an
d co
mpl
etio
n of
the
he
rbic
ide
appl
icat
ion
in t
he d
esig
nate
d ti
me
limit
atio
ns.
Br
oadc
ast
spra
ying
equ
ipm
ent
shal
l be
cap
able
of
cont
rolli
ng t
he r
ate
of a
pplic
atio
n us
ing
a co
mpu
teri
zed,
cal
ibra
ted
spra
yer.
Th
e co
mpu
ter
mod
ule
and
acce
ssor
y eq
uipm
ent
shal
l be
ca
pabl
e of
mon
itor
ing
grou
nd s
peed
wit
h th
e ab
ility
to
com
pens
ate
the
outp
ut v
olum
e of
the
spr
ay
solu
tion
to
prov
ide
accu
rate
and
uni
form
dis
pens
ing
of t
he s
pray
sol
utio
n to
the
sur
face
are
a of
the
hi
ghw
ay r
ight
-of-
way
thr
ough
out
the
oper
able
spe
ed r
ange
. T
he c
ompu
ter
shal
l ha
ve a
non
-vol
atile
m
emor
y w
ith
the
abili
ty t
o st
ore
and
repo
rt d
ata.
Re
port
ing
capa
bilit
y sh
all
incl
ude
quan
tity
of
mat
eria
l spr
ayed
, ar
ea t
reat
ed,
and
hour
s of
ope
rati
on o
n a
daily
bas
is.
Eq
uipm
ent
shal
l be
cap
able
of
disp
ensi
ng h
erbi
cide
by
eith
er (
1) t
ank
mix
ed s
olut
ion,
or
(2)
chem
ical
inj
ecti
on a
nd m
ixin
g im
med
iate
ly p
rior
to
the
dist
ribu
tion
noz
zles
. I
n th
e ev
ent
tank
mix
eq
uipm
ent
is u
sed,
mea
ns s
hall
be p
rovi
ded
for
cons
tant
agi
tati
on (
eith
er j
et o
r m
echa
nica
l) o
f th
e m
ixtu
re d
urin
g th
e fi
lling
and
spr
ayin
g op
erat
ion.
Ea
ch p
iece
of
equi
pmen
t sh
all
be e
quip
ped
wit
h a
hand
gun
and
noz
zles
cap
able
of
spre
adin
g th
e m
ixed
sol
utio
n un
ifor
mly
, at
the
spe
cifi
ed r
ate,
ove
r su
rfac
e ar
eas
mis
sed
or in
acce
ssib
le t
o th
e br
oadc
ast
spra
ying
.
Her
bici
de a
pplic
atio
n eq
uipm
ent
oper
ated
fro
m t
he r
oadw
ay o
r pa
ved
shou
lder
sur
face
sh
all
be e
quip
ped
wit
h a
port
able
seq
uent
ial
arro
w u
nit
and
impa
ct a
tten
uato
r or
be
imm
edia
tely
fo
llow
ed a
t al
l tim
es b
y a
shad
ow v
ehic
le e
quip
ped
wit
h th
ese
two
item
s.
Sm
alle
r m
otor
ized
gro
und
oper
ated
equ
ipm
ent
may
be
used
wit
h th
e ap
prov
al o
f th
e En
gine
er.
This
equ
ipm
ent
may
be
used
on
smal
ler
area
s, s
uch
as l
ands
cape
d ar
eas
wit
hin
the
limit
s of
th
e ri
ght-
of-w
ay.
The
smal
ler
area
s ar
e de
fine
d as
the
are
as t
hat
are
inac
cess
able
to
truc
k m
ount
ed
and
agri
cult
ural
typ
e sp
raye
rs n
orm
ally
use
d fo
r br
oadc
ast
appl
icat
ions
fro
m t
he r
oadw
ay o
r op
en a
reas
w
ithi
n th
e ri
ght-
of-w
ay.
This
sm
alle
r m
otor
ized
gro
und
oper
ated
equ
ipm
ent
shal
l be
equ
ippe
d w
ith
a ha
nd g
un a
nd/o
r no
zzle
s ca
pabl
e of
spr
eadi
ng t
he m
ixed
sol
utio
n un
ifor
mly
ove
r th
e ar
ea t
o be
tr
eate
d. M
eans
sha
ll be
pro
vide
d fo
r co
nsta
nt a
gita
tion
(ei
ther
jet
or
mec
hani
cal)
of
the
mix
ture
dur
ing
the
filli
ng a
nd s
pray
ing
oper
atio
ns.
2. E
QU
IPM
ENT
FOR
SPO
T SP
RAYI
NG
.
Spot
spr
ayin
g by
mea
ns o
f ha
nd g
uns,
bac
kpac
k sp
raye
rs,
port
able
tan
ks,
etc.
, sh
all
be
capa
ble
of a
pply
ing
the
herb
icid
e so
luti
on a
t th
e de
sign
ated
pla
n ra
te o
r as
dir
ecte
d by
the
Eng
inee
r.
Her
bici
des
plac
ed w
ith
this
typ
e eq
uipm
ent
shal
l dis
pens
e so
luti
on w
hich
con
tain
s th
e co
rrec
t he
rbic
ide
to c
arri
er r
atio
. T
he h
erbi
cide
sol
utio
n sh
all
be d
irec
ted
and
plac
ed o
n th
e ta
rget
are
a to
pro
vide
un
ifor
m,
adeq
uate
and
pro
per
cove
rage
in
acco
rdan
ce w
ith
labe
l in
stru
ctio
ns a
nd a
s di
rect
ed b
y th
e En
gine
er.
(b
) M
ETH
OD
S O
F O
PERA
TIO
N
Prio
r to
beg
inni
ng w
ork,
a c
onfe
renc
e be
twee
n re
pres
enta
tive
s of
the
Dep
artm
ent
and
the
Cont
ract
or
will
be
ar
rang
ed
by
the
Dep
artm
ent.
In
this
m
eeti
ng
plan
s,
spec
ific
atio
ns,
unus
ual
cond
itio
ns,
met
hods
for
mar
king
non
-spr
ayab
le a
reas
, an
d ot
her
pert
inen
t it
ems
rega
rdin
g th
e w
ork
will
be
disc
usse
d.
Cert
ain
“No-
Spra
y” a
reas
may
occ
ur;
thes
e fa
ll w
ithi
n th
e de
fine
d lim
its
of t
he
spra
ying
are
a as
indi
cate
d by
the
pla
ns a
nd s
peci
fica
tion
s.
Thes
e ar
eas
are
whe
re v
ario
us b
usin
esse
s or
ag
enci
es h
ave
orna
men
tal p
lant
ings
or
impr
oved
tur
f w
ithi
n th
e hi
ghw
ay r
ight
-of-
way
and
per
form
the
ir
own
mai
nten
ance
, or
as
dire
cted
by
the
Engi
neer
. T
he D
epar
tmen
t w
ill d
eter
min
e al
l no
n-sp
raya
ble
area
s.
Spra
ying
will
not
be
perm
itte
d w
hen,
in
the
opin
ion
of t
he E
ngin
eer,
soi
l, v
eget
atio
n, a
nd/o
r w
eath
er c
ondi
tion
s ar
e su
ch t
hat
the
righ
t-of
-way
or
the
vege
tati
on w
ould
be
dam
aged
or
spra
ying
w
ould
be
inef
fect
ive.
Th
e Co
ntra
ctor
sha
ll sp
ray
as c
lose
as
prac
tica
ble
to a
ll fi
xed
obje
cts,
exe
rcis
ing
extr
eme
care
not
to
dam
age
tree
s, p
lant
s, s
hrub
s, s
igns
, de
linea
tors
or
othe
r ap
purt
enan
ces
whi
ch a
re p
art
of
the
faci
lity.
An
y da
mag
e ca
used
by
the
Cont
ract
or’s
spr
ayin
g op
erat
ions
to
any
tree
, pl
ant,
shr
ub,
sign
, de
linea
tor
or o
ther
app
urte
nanc
e w
hich
is
part
of
the
faci
lity
shal
l be
pru
ned,
tri
mm
ed,
repa
ired
or
rep
lace
d im
med
iate
ly b
y th
e Co
ntra
ctor
at
no c
ost
to t
he D
epar
tmen
t.
The
Engi
neer
will
det
erm
ine
whe
ther
the
dam
age
shal
l be
corr
ecte
d by
pru
ning
, tr
imm
ing,
rep
air
or r
epla
cem
ent.
Th
e Co
ntra
ctor
sha
ll be
res
pons
ible
for
any
dam
age
to p
ublic
or
priv
ate
prop
erty
whi
ch m
ay
occu
r as
a r
esul
t of
the
spr
ayin
g op
erat
ion.
(c
) SP
RAYI
NG
APP
LICA
TIO
N R
EQU
IREM
ETN
TS.
The
Cont
ract
or s
hall
poss
ess
the
appr
opri
ate
licen
se a
nd p
erm
it r
equi
red
by t
he S
tate
of
Alab
ama
Dep
artm
ent
of A
gric
ultu
re a
nd In
dust
ries
for
con
duct
ing
busi
ness
in t
he S
tate
of
Alab
ama.
Al
l pe
rson
nel
dire
ctly
in
volv
ed
in
the
appl
icat
ion
of
the
herb
icid
e so
luti
on,
to
incl
ude
oper
ator
s an
d pr
ojec
t su
perv
isor
y pe
rson
nel,
sh
all
be
expe
rien
ced
in
the
grou
nd
appl
icat
ion
of
pest
icid
es o
n hi
ghw
ay r
ight
s-of
-way
.
O
pera
tors
and
pro
ject
sup
ervi
sors
inv
olve
d w
ith
this
pro
ject
sha
ll po
sses
s a
com
mer
cial
ap
plic
ator
per
mit
issu
ed b
y th
e St
ate
of A
laba
ma
Dep
artm
ent
of A
gric
ultu
re a
nd In
dust
ries
cov
erin
g th
e “R
ight
-of-
Way
” ca
tego
ry.
The
Cont
ract
or w
ill f
urni
sh t
wo
copi
es o
f pr
oduc
t la
bels
and
mat
eria
l sa
fety
dat
a sh
eets
for
th
e pr
oduc
ts u
sed
on t
he p
roje
ct.
One
cop
y of
eac
h w
ill b
e fu
rnis
hed
to t
he E
ngin
eer
and
one
copy
will
be
kep
t w
ith
the
vehi
cles
app
lyin
g th
e he
rbic
ide
at a
ll ti
mes
.
W
hile
spr
ayin
g, c
are
shal
l be
exe
rcis
ed t
o pr
even
t da
mag
e by
spr
ay d
rift
or
dire
ct c
onta
ct o
f he
rbic
ide
to a
reas
con
tain
ing
plan
ting
s of
shr
ubs
and
bush
es,
desi
gnat
ed w
ildfl
ower
are
as,
deci
duou
s or
ev
ergr
een
tree
s, r
esid
enti
al p
lant
ings
, ve
geta
ble
or f
low
er g
arde
ns,
any
susc
epti
ble
farm
cro
ps,
or
othe
r de
sira
ble
plan
ts.
In
the
even
t of
dam
age
to a
ny d
esir
able
pla
nts
whi
ch i
nclu
des
dam
age
or
“bro
wn-
out”
to
low
han
ging
lim
bs o
f tr
ees
alon
g th
e ri
ght-
of-w
ay,
the
Cont
ract
or w
ill c
orre
ct b
y ei
ther
re
plac
emen
t, p
runi
ng,
trim
min
g or
com
pens
atio
n of
any
dam
ages
cau
sed
by t
he m
isap
plic
atio
n or
dri
ft
of t
he h
erbi
cide
sol
utio
n im
med
iate
ly f
ollo
win
g vi
sual
rec
ogni
tion
, ve
rbal
or
wri
tten
not
ific
atio
n an
d/or
in
stru
ctio
ns f
rom
the
Eng
inee
r.
No
herb
icid
e so
luti
on s
hall
be s
pray
ed w
itho
ut a
dri
ft c
ontr
ol a
gent
. N
o sp
rayi
ng s
hall
be
unde
rtak
en w
hen
the
win
d ve
loci
ty is
5 m
ph {
8 km
/h}
or g
reat
er.
No
spra
ying
sha
ll be
und
erta
ken
duri
ng a
rai
n, w
hen
rain
is
imm
inen
t, o
r w
hen
folia
ge i
s w
et.
In
the
eve
nt a
rai
n oc
curs
pro
duci
ng a
rai
nfal
l of
one
-ten
th o
f an
inc
h {2
.5 m
m}
wit
hin
four
hou
rs o
r le
ss a
fter
the
tre
atm
ent
of a
n ar
ea,
the
area
sha
ll be
ret
reat
ed w
itho
ut a
ddit
iona
l co
mpe
nsat
ions
. N
o sp
rayi
ng s
hall
be u
nder
take
n du
ring
ext
ende
d pe
riod
s of
ext
rem
ely
high
tem
pera
ture
s an
d dr
ough
t co
ndit
ions
.
Th
e Co
ntra
ctor
sha
ll ta
ke e
xtre
me
care
to
insu
re t
hat
herb
icid
e do
es n
ot e
nter
any
lak
e,
stre
am,
pond
or
wet
land
s.
The
spee
d of
any
veh
icle
use
d to
app
ly t
he h
erbi
cide
sol
utio
n to
the
hig
hway
rig
ht-o
f-w
ay,
shal
l no
t ex
ceed
11
mph
{18
km
/h}
whe
n op
erat
ed f
rom
the
roa
dway
/pav
ed s
houl
der
surf
ace
or 5
mph
{8
km
/h}
whe
n op
erat
ed o
ff t
he im
prov
ed p
orti
on o
f th
e ro
adw
ay.
The
patt
ern
of s
pray
sha
ll be
suc
h as
to
prov
ide
even
, un
ifor
m c
over
age.
(d
) LI
ABIL
ITY
OF
CON
TRAC
TOR
The
Cont
ract
or s
hall
assu
me
all
liabi
lity
for
any
dam
age
resu
ltin
g fr
om t
he a
pplic
atio
n of
the
he
rbic
ides
for
thi
s pr
ojec
t an
d sh
all
hold
the
Sta
te o
f Al
abam
a ha
rmle
ss f
rom
any
cla
ims
aris
ing
from
th
is d
amag
e. I
t is
ille
gal
to p
lace
her
bici
des
in a
man
ner
that
is
not
cons
iste
nt w
ith
the
requ
irem
ents
sh
own
on t
he h
erbi
cide
con
tain
er la
belin
g
(e
) RE
CORD
OF
WO
RK
It s
hall
be t
he C
ontr
acto
r’s
resp
onsi
bilit
y to
“sc
out
ahea
d” f
or e
ach
day’
s an
tici
pate
d w
ork.
D
epar
tmen
t-fu
rnis
hed
form
s (B
M-1
96)
“Her
bici
de S
cout
ing
Repo
rt”
shal
l be
com
plet
ed p
rior
to
the
begi
nnin
g of
eac
h da
y’s
wor
k.
A co
mpl
eted
and
sig
ned
copy
sha
ll be
fur
nish
ed t
o th
e D
epar
tmen
t’s
Engi
neer
for
eac
h da
y’s
oper
atio
n.
The
Cont
ract
or s
hall
acco
unt
for
each
day
’s w
ork
and
prov
ide
info
rmat
ion
on l
ocat
ion,
are
a co
vere
d, w
eath
er c
ondi
tion
s, p
erso
nnel
, eq
uipm
ent,
her
bici
de u
sed,
rat
es a
nd p
rodu
ctiv
ity.
Th
is
info
rmat
ion
shal
l be
pro
vide
d on
the
Dep
artm
ent’
s “H
erbi
cide
Tre
atm
ent
Repo
rt”,
whi
ch w
ill b
e pr
ovid
ed b
y th
e D
epar
tmen
t.
A co
mpl
eted
and
sig
ned
copy
of
this
rep
ort
shal
l al
so b
e fu
rnis
hed
to t
he
Dep
artm
ent’
s En
gine
er f
or e
ach
day’
s w
ork.
669.
04 M
ETH
OD
OF
MEA
SURE
MEN
T
Item
669
-A w
ill b
e m
easu
red
in a
cres
{he
ctar
es}
com
pute
d fr
om s
urfa
ce m
easu
rem
ents
tak
en
para
llel t
o th
e tr
eate
d su
rfac
e. C
ompu
tati
ons
will
be
to t
he n
eare
st 0
.1 o
f an
acr
e {0
.1 h
a}.
It
em 6
69-B
will
be
mea
sure
d by
the
gal
lon
{lit
er}
of d
ispe
nsed
sol
utio
n w
ith
mea
sure
men
ts t
aken
fr
om t
he s
tora
ge v
esse
l be
fore
and
fol
low
ing
disp
ersa
l to
det
erm
ine
the
actu
al a
mou
nt o
f so
luti
on
used
. C
ompu
tati
ons
will
be
to t
he n
eare
st g
allo
n {L
}.
It
em 6
69-C
will
be
mea
sure
d by
the
squ
are
yard
{sq
uare
met
er}
of d
ispe
nsed
sol
utio
n w
ith
surf
ace
mea
sure
men
ts t
aken
par
alle
l to
the
tre
ated
sur
face
. Co
mpu
tati
ons
will
be
to t
he n
eare
st 0
.1 s
quar
e ya
rd {
0.1
squa
re m
eter
}.
669
.04
BASI
S O
F PA
YMEN
T
(a)
UN
IT P
RICE
CO
VERA
GE
Paym
ent
for
all
sati
sfac
tori
ly
com
plet
ed
wor
k of
pr
e-em
erge
nt
herb
icid
e ap
plic
atio
n as
sp
ecif
ied,
mea
sure
d as
pro
vide
d ab
ove,
will
be
paid
for
at
the
cont
ract
bid
pri
ce w
hich
sha
ll be
ful
l co
mpe
nsat
ion
for
furn
ishi
ng a
ll la
bor,
equ
ipm
ent,
her
bici
des,
adj
uvan
ts,
carr
ier,
fue
ls,
inci
dent
als
and
liabi
lity
insu
ranc
e ne
cess
ary
to c
ompl
ete
the
wor
k.
Part
ial
paym
ents
will
be
mad
e on
mon
thly
es
tim
ates
bas
ed o
n th
e pe
rcen
tage
of
the
tota
l w
ork
perf
orm
ed a
s es
tim
ated
by
the
Engi
neer
.
(b
) Pa
ymen
t w
ill b
e m
ade
unde
r It
em N
o.:
669-
A B
road
cast
Pos
t-Em
erge
nt H
erbi
cide
Tre
atm
ent
( *
) (
**
) (
***
) (
***
* )
per
acr
e {h
a}
669-
B S
pot
Post
-Em
erge
nt H
erbi
cide
Tre
atm
ent
( *
) (
**
) (
***
) (
***
* )
per
gallo
n {L
}
66
9-C
Spo
t Po
st-E
mer
gent
Her
bici
de T
reat
men
t (
* )
( *
* )
( **
* )
( *
***
)
per
squa
re y
ard
{squ
are
met
er}
*
Spe
cify
Typ
e
** S
peci
fy R
ate
**
* S
peci
fy C
arri
er R
ate
of A
pplic
atio
n
****
Spe
cify
Typ
e of
Car
rier
SECT
ION
810
GEO
TEXT
ILES
810.
01 G
eote
xtile
Filt
ers.
Geo
text
ile f
ilter
s sh
all
mee
t th
e ap
prop
riat
e ch
emic
al a
nd p
hysi
cal
requ
irem
ents
of
AASH
TO M
288
fo
r th
e ap
plic
atio
n fo
r w
hich
the
mat
eria
l is
to
be u
sed.
The
Dep
artm
ent
has
esta
blis
hed
a lis
t of
ac
cept
able
Geo
text
iles.
Onl
y th
e m
ater
ials
on
this
lis
t sh
all
be f
urni
shed
for
use
. Th
is l
ist,
Lis
t II-
3, i
s gi
ven
in
the
"Mat
eria
ls,
Sour
ces,
an
d D
evic
es
Wit
h Sp
ecia
l Ac
cept
ance
Re
quir
emen
ts"
Man
ual.
In
form
atio
n co
ncer
ning
thi
s lis
t is
giv
en in
Sub
arti
cle
106.
01(f
) an
d AL
DO
T-35
5.
G
eote
xtile
rol
ls s
hall
be f
urni
shed
wit
h a
suit
able
wra
ppin
g fo
r pr
otec
tion
aga
inst
moi
stur
e an
d ex
tend
ed u
ltra
viol
et e
xpos
ure
prio
r to
pla
cem
ent.
Eac
h ro
ll sh
all
be l
abel
ed o
r ta
gged
to
prov
ide
prod
uct
iden
tifi
cati
on s
uffi
cien
t fo
r in
vent
ory
and
qual
ity
cont
rol
purp
oses
. Ro
lls s
hall
be s
tore
d in
a
man
ner
whi
ch p
rote
cts
them
fro
m t
he e
lem
ents
. If
sto
red
outd
oors
, th
ey s
hall
be e
leva
ted
and
prot
ecte
d w
ith
a w
ater
proo
f co
ver.
The
geot
exti
le s
hall
be f
orm
ed i
n w
idth
s of
not
les
s th
an 6
fee
t {2
m}.
She
ets
of g
eote
xtile
may
be
sew
n to
geth
er w
ith
thre
ad o
f a
mat
eria
l m
eeti
ng t
he c
hem
ical
req
uire
men
ts g
iven
for
the
pla
stic
yar
n to
for
m f
ilter
wid
ths
as r
equi
red.
The
she
ets
of g
eote
xtile
sha
ll be
sew
n to
geth
er a
t th
e po
int
of
man
ufac
ture
or
anot
her
appr
oved
loca
tion
.
SECT
ION
814
RIPR
AP
MA
TERI
ALS
814.
01 S
tone
.
(a)
GEN
ERAL
.
Al
l st
one
for
ripr
ap s
hall
cons
ist
of f
ield
sto
ne o
r ro
ugh
unhe
wn
quar
ry s
tone
as
near
ly
rect
angu
lar
in s
ecti
on a
s is
pra
ctic
able
. W
hen
test
ed a
s sp
ecif
ied
in A
ASH
TO T
104
, th
e st
one
shal
l sh
ow a
sou
ndne
ss o
f no
t le
ss t
han
85 p
erce
nt f
or 5
cyc
les,
usi
ng s
odiu
m s
ulph
ate,
and
sha
ll be
sui
tabl
e in
all
othe
r re
spec
ts f
or t
he p
urpo
se i
nten
ded.
It
shal
l ha
ve a
per
cent
age
wea
r no
t ov
er 6
0 pe
rcen
t by
th
e Lo
s An
gele
s Te
st,
AASH
TO T
96,
and
sha
ll m
eet
the
requ
irem
ents
of
Arti
cle
801.
02 f
or d
elet
erio
us
subs
tanc
es;
how
ever
, th
e re
quir
emen
ts f
or d
elet
erio
us s
ubst
ance
s m
ay b
e m
odif
ied
by t
he E
ngin
eer.
Co
ntro
l of
the
gra
dati
on o
f th
e va
riou
s cl
asse
s of
rip
rap
will
be
by v
isua
l in
spec
tion
eit
her
at
the
sour
ce o
r th
e pr
ojec
t si
te a
t th
e En
gine
er's
opti
on.
Any
diff
eren
ce o
f op
inio
n be
twee
n th
e En
gine
er
and
the
Cont
ract
or s
hall
be r
esol
ved
by c
heck
ing
two
rand
om t
ruck
loa
ds (
or e
quiv
alen
t si
ze s
ampl
e) i
n ac
cord
ance
wit
h th
e m
etho
d pr
ovid
ed i
n AL
DO
T-23
9 w
ith
all
the
equi
pmen
t, l
abor
, an
d so
rtin
g si
te f
or
this
che
ck b
eing
pro
vide
d by
the
Con
trac
tor
at h
is e
xpen
se.
(b
) CL
ASS
1 RI
PRAP
.
St
one
for
this
cla
ss r
ipra
p sh
all
cons
ist
of g
rade
d st
ones
ran
ging
fro
m 1
0 to
100
pou
nds
{5 t
o 50
kg}
wit
h no
t m
ore
than
10%
hav
ing
a w
eigh
t {m
ass}
ove
r 10
0 po
unds
{50
kg}
and
at
leas
t 50
% ha
ving
a
wei
ght
{mas
s} o
ver
50 p
ound
s {2
5 kg
} an
d no
t ov
er 1
0% h
avin
g a
wei
ght
{mas
s} u
nder
10
poun
ds {
5 kg
}.
(c
) CL
ASS
2 RI
PRAP
.
St
one
for
this
cla
ss r
ipra
p sh
all
cons
ist
of g
rade
d st
ones
ran
ging
fro
m 1
0 to
200
pou
nds
{5 k
g to
100
kg}
wit
h no
t ov
er 1
0% h
avin
g a
wei
ght
{mas
s} o
ver
200
poun
ds {
100
kg}
and
at l
east
50%
hav
ing
a w
eigh
t {m
ass}
ove
r 80
pou
nds
{40
kg}
and
not
over
10%
hav
ing
a w
eigh
t {m
ass}
und
er 1
0 po
unds
{5
kg}.
(d
) CL
ASS
3 RI
PRAP
.
St
one
for
this
cla
ss r
ipra
p sh
all
cons
ist
of r
easo
nabl
y w
ell
grad
ed s
tone
s ra
ngin
g fr
om 2
5 po
unds
to
500
poun
ds {
10 k
g to
250
kg}
wit
h no
t ov
er 1
0% h
avin
g a
wei
ght
{mas
s} o
ver
500
poun
ds {
250
kg},
at
leas
t 50
% ha
ving
a w
eigh
t {m
ass}
ove
r 20
0 po
unds
{10
0 kg
} an
d no
t m
ore
than
15%
hav
ing
a w
eigh
t {m
ass}
und
er 2
5 po
unds
{10
kg}
.
(e
) CL
ASS
4 RI
PRAP
.
St
one
for
this
cla
ss r
ipra
p sh
all
cons
ist
of r
easo
nabl
y w
ell
grad
ed s
tone
s ra
ngin
g fr
om 5
0 to
10
00 p
ound
s {2
5 kg
to
450
kg}
wit
h no
t ov
er 2
5% h
avin
g a
wei
ght
{mas
s} o
ver
1000
pou
nds
{450
kg}
, at
le
ast
50%
havi
ng a
wei
ght
{mas
s} o
ver
500
poun
ds {
250
kg}
and
not
mor
e th
an 2
5% h
avin
g a
wei
ght
{mas
s} u
nder
50
poun
ds {
25 k
g}.
(f
) CL
ASS
5 RI
PRAP
.
St
one
for
this
cla
ss r
ipra
p sh
all
cons
ist
of r
easo
nabl
y w
ell
grad
ed s
tone
s ra
ngin
g fr
om 2
000
poun
ds {
900
kg}
and
dow
n w
ith
not
over
10%
hav
ing
a w
eigh
t {m
ass}
ove
r 20
00 p
ound
s {9
00 k
g},
at l
east
50
% ha
ving
a w
eigh
t {m
ass}
ove
r 10
00 p
ound
s {4
50 k
g} a
nd n
ot m
ore
than
25%
hav
ing
a w
eigh
t {m
ass}
un
der
200
poun
ds {
100
kg}.
814.
02 C
oncr
ete
Sack
ed R
ipra
p.
(a
) SA
CKS.
Sa
cks
shal
l be
new
, un
used
, m
anuf
actu
red
from
jut
e, c
otto
n, b
urla
p, r
einf
orce
d pa
per,
or
othe
r ap
prov
ed m
ater
ials
cap
able
of
hold
ing
the
cem
ent
mix
ture
wit
hout
sig
nifi
cant
lea
kage
whe
n ha
ndle
d. T
he s
acks
sha
ll be
of
unif
orm
siz
e an
d di
men
sion
wit
h a
capa
city
of
appr
oxim
atel
y 0.
75 c
ubic
fe
et {
0.02
5m3 }
.
(b
) AG
GRE
GAT
E.
Loca
l sa
nd,
grav
el,
or o
ther
des
igna
ted
aggr
egat
es s
hall
be f
rom
sou
rces
app
rove
d by
the
En
gine
er s
uita
ble
for
the
purp
ose
inte
nded
.
(c
) CE
MEN
T.
Cem
ent
shal
l mee
t th
e re
quir
emen
ts o
f Se
ctio
n 81
5.
(d
) W
ATER
.
W
ater
sha
ll m
eet
the
requ
irem
ents
of
Sect
ion
807.
(e
) M
IXIN
G.
The
aggr
egat
e an
d ce
men
t sh
all
be f
orm
ulat
ed b
y vo
lum
etri
c m
easu
re i
n th
e pr
opor
tion
s of
on
e pa
rt c
emen
t to
fou
r pa
rts
sand
and
fiv
e pa
rts
grav
el o
r ni
ne p
arts
of
bank
run
gra
vel,
or
to
desi
gnat
ed p
ropo
rtio
ns o
f ot
her
mat
eria
ls,
then
dam
p m
ixed
in
a co
ncre
te m
ixer
usi
ng s
uffi
cien
t w
ater
to
pro
vide
for
a c
rum
bly
cons
iste
ncy.
(f
) PR
EPAC
KAG
ED C
ON
CRET
E SA
CKED
RIP
RAP.
Pr
epac
kage
d sa
ck r
ipra
p w
hich
uti
lizes
app
rove
d ba
ggin
g m
ater
ial
and
a dr
y m
ixtu
re o
f pr
edri
ed s
and-
cem
ent
mat
eria
l m
ay b
e su
bsti
tute
d fo
r th
e co
ncre
te s
acke
d ri
prap
not
ed i
n th
is A
rtic
le
prov
ided
(1)
the
sou
rce
or p
repa
ckag
ing
oper
atio
n ha
s be
en a
ppro
ved
by t
he M
ater
ials
and
Tes
ts
Engi
neer
, (2
) th
e pa
ckin
g m
ater
ial
is p
erm
eabl
e an
d ab
sorp
tive
eno
ugh
to p
erm
it p
assa
ge o
f su
ffic
ient
w
ater
to
prov
ide
for
hydr
atio
n of
the
cem
ent,
(3)
the
san
d an
d ce
men
t m
ater
ials
are
fro
m s
ourc
es
acce
ptab
le t
o th
e M
ater
ials
and
Tes
ts E
ngin
eer,
(4)
the
san
d an
d ce
men
t ar
e dr
y m
ixed
in
the
prop
orti
ons
of 5
cub
ic f
eet
{0.1
4 m
³} o
f sa
nd t
o on
e ba
g of
cem
ent
unti
l un
ifor
m i
n co
lor,
(6)
pa
ckag
ing,
han
dlin
g, a
nd s
tora
ge s
hall
be s
uch
as t
o pr
even
t da
mag
e to
the
pre
pack
aged
mat
eria
l,
espe
cial
ly f
rom
col
lect
ing
exce
ss m
oist
ure
unti
l pla
ced.
814.
03 F
ilter
Bla
nket
.
(a)
GEN
ERAL
.
Fi
lter
bla
nket
mat
eria
l sh
all
cons
ist
of a
bla
nket
of
aggr
egat
e or
geo
text
ile b
lank
et p
lace
d un
der
a ri
prap
mat
eria
l.
(b
) AG
GRE
GAT
E BL
ANKE
T.
An a
ggre
gate
bla
nket
may
be
eith
er g
rave
l or
cru
shed
sto
ne A
LDO
T Si
ze N
o. 4
67 a
ggre
gate
, un
less
oth
erw
ise
show
n on
the
pla
ns,
reas
onab
ly f
ree
from
fla
t or
elo
ngat
ed p
iece
s an
d fr
om o
rgan
ic o
r so
ft f
riab
le p
arti
cles
in o
bjec
tion
able
qua
ntit
ies.
(c
) G
EOTE
XTIL
E BL
ANKE
T.
The
geot
exti
le s
hall
mee
t th
e re
quir
emen
ts o
f AA
SHTO
M 2
88 f
or P
erm
anen
t Er
osio
n Co
ntro
l G
eote
xtile
and
Sec
tion
810
of
thes
e sp
ecif
icat
ions
.�
SECT
ION
860
ROA
DSI
DE
IMPR
OVE
MEN
T M
ATE
RIA
LS86
0.01
See
d.
(a
) PU
RE S
EED
ING
S.
1. T
ESTI
NG
AN
D C
ERTI
FICA
TIO
N.
Se
eds
shal
l be
cer
tifi
ed b
y an
Off
icia
l Se
ed C
erti
fyin
g Ag
ency
. Se
eds
shal
l ha
ve b
een
test
ed w
ithi
n ni
ne m
onth
s pr
ior
to u
se.
Each
kin
d of
see
d sh
all
be s
epar
atel
y pa
cked
and
del
iver
ed t
o th
e pr
ojec
t in
a s
eed-
tigh
t ba
g. E
ach
bag
shal
l be
ar a
tag
or
labe
l be
arin
g th
e se
al o
f th
e O
ffic
ial
Seed
Ce
rtif
ying
Age
ncy.
The
anal
ysis
of
the
seed
(%
pure
see
d, %
ger
min
atio
n, d
ate
test
ed,
etc.
) sh
all
be
atta
ched
to
each
bag
. S
eed
shal
l be
at
leas
t 95
% p
ure
seed
of
the
requ
ired
typ
e. S
eed
for
lesp
edez
as
shal
l ha
ve a
min
imum
ger
min
atio
n ra
te o
f 80
%.
Seed
for
all
othe
r sp
ecie
s sh
all
have
a m
inim
um
germ
inat
ion
rate
of
85 %
.
2.
SAM
PLIN
G A
ND
VER
IFIC
ATIO
N T
ESTI
NG
.
Sam
ples
of
seed
s m
ay b
e ta
ken
at a
ny t
ime
by t
he E
ngin
eer.
Tag
s or
lab
els
that
hav
e th
e an
alys
is o
f th
e se
eds
will
be
plac
ed w
ith
the
sam
ples
tak
en b
y th
e En
gine
er.
The
sam
ples
will
be
stor
ed
by t
he E
ngin
eer
unti
l a
sati
sfac
tory
sta
nd o
f gr
ass
is o
btai
ned.
If
it i
s ap
pare
nt t
hat
germ
inat
ion
or
othe
r pr
oble
ms
exis
t in
the
est
ablis
hmen
t of
the
gro
und
cove
r, t
he s
ampl
es w
ill b
e su
bmit
ted
to t
he
Alab
ama
Dep
artm
ent
of A
gric
ultu
re f
or t
esti
ng.
3.
HU
LLED
AN
D S
CARI
FIED
SEE
DS.
Berm
udag
rass
may
be
eith
er h
ulle
d or
unh
ulle
d as
sho
wn
in t
he t
able
of
seed
mix
es. ��
Se
rice
a Le
sped
eza
shal
l be
hulle
d an
d sc
arif
ied.
Annu
al L
espe
deza
(Ko
be),
Whi
te D
utch
Clo
ver,
and
Res
eedi
ng C
rim
son
Clov
er s
hall
be
hulle
d.
4.
CO
ATED
SEE
DS.
Coat
ed s
eeds
will
not
be
acce
pted
for
pla
ntin
g un
less
not
ed o
ther
wis
e on
the
pla
ns.
(b
) SE
ED M
IXES
DES
IGN
ATED
FO
R AR
EAS
OF
FREQ
UEN
T M
OW
ING
.
So
me
seed
mix
es a
re d
esig
nate
d fo
r "A
REAS
SU
BJEC
T TO
FRE
QU
ENT
MO
WIN
G".
Are
as s
ubje
ct
to f
requ
ent
mow
ing
are
road
way
sho
ulde
rs,
med
ians
and
fro
nt s
lope
s fl
atte
r th
an 3
:1 e
xten
ding
60
feet
be
yond
the
edg
e of
pav
emen
t or
to
the
toe
of t
he f
ront
slo
pe w
hich
ever
is
less
. Al
l ot
her
area
s de
sign
ated
for
see
ding
sha
ll be
con
side
red
to b
e "A
REAS
NO
T SU
BJEC
T TO
FRE
QU
ENT
MO
WIN
G".
(c
) PL
ANTI
NG
ZO
NES
.
Th
e St
ate
of A
laba
ma
is d
ivid
ed in
to t
hree
pla
ntin
g zo
nes
as s
how
n in
the
fol
low
ing
tabl
e:
ZON
E 1
ZO
NE
2ZO
NE
3
Blou
ntCa
lhou
nCh
erok
eeCl
ayCl
ebur
ne
Colb
ert
Cullm
anD
ekal
bEt
owah
Fa
yett
eFr
ankl
in
Jack
son
Jeff
erso
n La
mar
Laud
erda
le
Law
renc
eLi
mes
tone
M
adis
on
Mar
ion
Mar
shal
lM
orga
n Ra
ndol
phSh
elby
St.
Clai
r Ta
llade
gaW
alke
rW
inst
on
Auta
uga
Bibb
Bullo
ck
Cham
bers
Ch
ilton
Ch
octa
w
Coos
a D
alla
sEl
mor
e G
reen
eH
ale
Lee
Low
ndes
M
acon
Mar
engo
Mon
tgom
ery
Perr
yPi
cken
s Ru
ssel
lSu
mte
rTa
llapo
osa
Tusc
aloo
sa
Wilc
ox
Bald
win
Barb
our
Butl
erCl
arke
Coff
ee
Cone
cuh
Covi
ngto
n Cr
ensh
aw
Dal
eEs
cam
bia
Gen
eva
Hen
ryH
oust
on
Mob
ile
Mon
roe
Pike
W
ashi
ngto
n
(d
) SE
ED M
IXES
.
Se
ed m
ixes
sha
ll be
mix
ture
s of
the
typ
es o
f se
eds
show
n in
the
fol
low
ing
tabl
es.
The
re
quir
ed w
eigh
t sh
own
in t
he c
hart
is
the
actu
al s
eed
wei
ght
as d
eliv
ered
and
tak
es i
nto
acco
unt
the
min
imum
req
uire
d pe
rcen
tage
of
pure
see
ds a
nd m
inim
um r
equi
red
germ
inat
ion
rate
s.
ZON
E 1
- A
REA
S SU
BJEC
T TO
FRE
QU
ENT
MO
WIN
G
REQ
UIR
ED P
OU
ND
S PE
R AC
RE {
KILO
GRA
MS
PER
HEC
TARE
} O
F PU
RE L
IVE
SEED
Dat
e of
Pla
ntin
g Au
g. 1
6to
Feb.
29
Mar
. 1
toM
ay 1
5
May
16
to A
ugus
t 15
An
nual
Rye
gras
s 10
{11
}25
{28
}H
ulle
d Be
rmud
agra
ss
18 {
20}
24 {
27}
Unh
ulle
d Be
rmud
agra
ss
30 {
34}
12 {
13}
Annu
al L
espe
deza
(Ko
be)
38 {
43}
Whi
te D
utch
Clo
ver
5 {6
}6
{7}
Not
es
12
Requ
ired
Per
man
ent
Plan
t Be
rmud
agra
ss1.
Dur
ing
this
sea
son
Ryeg
rass
, Be
rmud
agra
ss a
nd C
love
r ar
e re
quir
ed w
here
veg
etat
ion
mus
t be
es
tabl
ishe
d w
ithi
n an
are
a no
fur
ther
tha
n 15
fee
t {3
m}
from
the
edg
e of
mai
nlin
e pa
vem
ent.
(T
his
is u
sual
ly r
equi
red
for
shor
t du
rati
on w
ork
that
is d
one
on p
avem
ent
resu
rfac
ing
proj
ects
.)
2. A
nnua
l Ry
egra
ss i
s re
quir
ed w
here
veg
etat
ion
mus
t be
est
ablis
hed
wit
hin
an a
rea
that
ext
ends
fu
rthe
r th
an 1
5 fe
et {
3 m
} fr
om t
he e
dge
of m
ainl
ine
pave
men
t. S
eedi
ng i
n st
ubbl
e fo
r th
e es
tabl
ishm
ent
of p
erm
anen
t ve
geta
tion
is r
equi
red
duri
ng t
he f
ollo
win
g m
onth
of
Mar
ch.
ZON
E 1
- A
REA
S N
OT
SUBJ
ECT
TO F
REQ
UEN
T M
OW
ING
RE
QU
IRED
PO
UN
DS
PER
ACRE
{KI
LOG
RAM
S PE
R H
ECTA
RE}
OF
PURE
LIV
E SE
ED
Dat
e of
Pla
ntin
g Ja
n. 1
toFe
b. 2
9
Mar
. 1
toAu
gust
15
Aug.
16
toN
ov.
15
Nov
. 16
toD
ec.
31
Annu
al R
yegr
ass
15 {
17}
15 {
17}
Hul
led
Berm
udag
rass
18
{20
}U
nhul
led
Berm
udag
rass
35
{39
}12
{13
}18
{20
} 35
{39
}Ta
ll Fe
scue
35
{39
}35
{39
}35
{39
} 35
{39
}W
eepi
ng L
oveg
rass
2
{2}
Hul
led
Seri
cea
Lesp
edez
a 38
{43
}38
{43
} U
nhul
led
Seri
cea
Lesp
edez
a 38
{43
}38
{43
}Re
seed
ing
Crim
son
Clov
er29
{33
} Re
quir
ed P
erm
anen
t Pl
ant
Mix
ed
ZON
E 2
- A
REA
S SU
BJEC
T TO
FRE
QU
ENT
MO
WIN
G
REQ
UIR
ED P
OU
ND
S PE
R AC
RE {
KILO
GRA
MS
PER
HEC
TARE
} O
F PU
RE L
IVE
SEED
Dat
e of
Pla
ntin
g Au
g. 1
6to
Feb.
29
Mar
. 1
toAp
r. 1
5
Apr.
16
toAu
g. 1
5 An
nual
Rye
gras
s 10
{11
}25
{28
}H
ulle
d Be
rmud
agra
ss
18 {
20}
24 {
27}
Unh
ulle
d Be
rmud
agra
ss
30 {
34}
12 {
13}
Annu
al L
espe
deza
(Ko
be)
38 {
43}
Whi
te D
utch
Clo
ver
5 {6
}6
{7}
Not
es
12
Requ
ired
Per
man
ent
Plan
t Be
rmud
agra
ss1.
Dur
ing
this
sea
son
Ryeg
rass
, Be
rmud
agra
ss a
nd C
love
r ar
e re
quir
ed w
here
veg
etat
ion
mus
t be
es
tabl
ishe
d w
ithi
n an
are
a no
fur
ther
tha
n 15
fee
t {3
m}
from
the
edg
e of
mai
nlin
e pa
vem
ent.
(T
his
is u
sual
ly r
equi
red
for
shor
t du
rati
on w
ork
that
is d
one
on p
avem
ent
resu
rfac
ing
proj
ects
.)
2. A
nnua
l Ry
egra
ss i
s re
quir
ed w
here
veg
etat
ion
mus
t be
est
ablis
hed
wit
hin
an a
rea
that
ext
ends
fu
rthe
r th
an 1
5 fe
et {
3 m
} fr
om t
he e
dge
of m
ainl
ine
pave
men
t. S
eedi
ng i
n st
ubbl
e fo
r th
e es
tabl
ishm
ent
of p
erm
anen
t ve
geta
tion
is r
equi
red
duri
ng t
he f
ollo
win
g m
onth
of
Mar
ch.
ZON
E 2
- A
REA
S N
OT
SUBJ
ECT
TO F
REQ
UEN
T M
OW
ING
RE
QU
IRED
PO
UN
DS
PER
ACRE
{KI
LOG
RAM
S PE
R H
ECTA
RE}
OF
PURE
LIV
E SE
ED
Dat
e of
Pla
ntin
g Ja
n. 1
toFe
b. 1
5
Feb.
16
toAu
g. 3
1
Sept
. 1
toN
ov.
15
Nov
. 16
toD
ec.
31
Annu
al R
yegr
ass
10 {
11}
5 {6
}10
{11
} 10
{11
}H
ulle
d Be
rmud
agra
ss
18 {
20}
12 {
13}
Unh
ulle
d Be
rmud
agra
ss
24 {
27}
12 {
13}
12 {
13}
24 {
27}
Tall
Fesc
ue
29 {
33}
35 {
39}
29 {
33}
Wee
ping
Lov
egra
ss
2 {2
}2
{2}
Annu
al L
espe
deza
(Ko
be)
50 {
56}
Rese
edin
g Cr
imso
n Cl
over
29
{33
}29
{33
} 29
{33
}Pe
nsac
ola
Bahi
a G
rass
29
{33
}29
{33
}29
{33
} 29
{33
}Re
quir
ed P
erm
anen
t Pl
ant
Mix
ed
ZON
E 3
- A
REA
S SU
BJEC
T TO
FRE
QU
ENT
MO
WIN
G
REQ
UIR
ED P
OU
ND
S PE
R AC
RE {
KILO
GRA
MS
PER
HEC
TARE
} O
F PU
RE L
IVE
SEED
Dat
e of
Pla
ntin
g Se
pt.
1to
Feb.
29
Mar
. 1
toAu
g. 3
1
Mar
1.
to
Aug.
31
An
nual
Rye
gras
s 10
{11
}25
{28
}H
ulle
d Be
rmud
agra
ss
*18
{20
}U
nhul
led
Berm
udag
rass
30
{34
}12
{13
}12
{13
}An
nual
Les
pede
za (
Kobe
) 38
{43
}24
{27
}Pe
nsac
ola
Bahi
a G
rass
47
{53
}Re
seed
ing
Crim
son
Clov
er
5 {6
}N
otes
1
23
3
Requ
ired
Per
man
ent
Plan
t Be
rmud
agra
ss
Pens
acol
a Ba
hia
Gra
ss1.
Dur
ing
this
sea
son
Ryeg
rass
, Be
rmud
agra
ss a
nd C
love
r ar
e re
quir
ed w
here
veg
etat
ion
mus
t be
es
tabl
ishe
d w
ithi
n an
are
a no
fur
ther
tha
n 15
fee
t {3
m}
from
the
edg
e of
mai
nlin
e pa
vem
ent.
(T
his
is u
sual
ly r
equi
red
for
shor
t du
rati
on w
ork
that
is d
one
on p
avem
ent
resu
rfac
ing
proj
ects
.)
2. A
nnua
l Ry
egra
ss i
s re
quir
ed w
here
veg
etat
ion
mus
t be
est
ablis
hed
wit
hin
an a
rea
that
ext
ends
fu
rthe
r th
an 1
5 fe
et {
3 m
} fr
om t
he e
dge
of m
ainl
ine
pave
men
t. S
eedi
ng i
n st
ubbl
e fo
r th
e es
tabl
ishm
ent
of p
erm
anen
t ve
geta
tion
is r
equi
red
duri
ng t
he f
ollo
win
g m
onth
of
Mar
ch.
3. B
erm
udag
rass
will
be
requ
ired
as
the
perm
anen
t pl
ant
if i
t is
not
sho
wn
on t
he p
lans
tha
t Pe
nsac
ola
Bahi
a G
rass
will
be
requ
ired
as
the
perm
anen
t pl
ant.
ZON
E 3
- A
REA
S N
OT
SUBJ
ECT
TO F
REQ
UEN
T M
OW
ING
RE
QU
IRED
PO
UN
DS
PER
ACRE
{KI
LOG
RAM
S PE
R H
ECTA
RE}
OF
PURE
LIV
E SE
ED
Dat
e of
Pla
ntin
g Ja
n. 1
toFe
b. 1
5
Feb.
16
toAu
g. 3
1
Sept
. 1
toN
ov.
30
Dec
. 1
toD
ec.
31
Annu
al R
yegr
ass
10 {
11}
10 {
11}
10 {
11}
Hul
led
Berm
udag
rass
12
{13
}12
{13
} U
nhul
led
Berm
udag
rass
29
{33
}18
{20
}12
{13
} 29
{33
}Ta
ll Fe
scue
29
{33
}35
{39
} 29
{33
}W
eepi
ng L
oveg
rass
2
{2}
2 {2
} An
nual
Les
pede
za (
Kobe
) 50
{56
}Re
seed
ing
Crim
son
Clov
er
29 {
33}
29 {
33}
29 {
33}
Pens
acol
a Ba
hiag
rass
29
{33
}24
{27
}29
{33
} 29
{33
}Re
quir
ed P
erm
anen
t Pl
ant
Mix
ed
860.
03 M
ulch
ing
Mat
eria
l.
(a
) D
RY B
LOW
N M
ULC
H.
Dry
blo
wn
mul
ch s
hall
be h
ay o
r st
raw
app
lied
at r
ates
req
uire
d in
Sec
tion
656
. H
ay s
hall
be
nati
ve h
ay o
r Su
dan
gras
s, b
room
str
aw,
coas
tal
berm
udag
rass
, or
oth
er m
ater
ials
app
rove
d by
the
En
gine
er.
Stra
w s
hall
be t
hres
hed
stra
w o
f oa
ts,
whe
at,
or r
ye.
Mul
ch m
ater
ials
sha
ll no
t co
ntai
n an
ex
cess
ive
quan
tity
of
mat
ured
see
ds o
r no
xiou
s w
eeds
or
a sp
ecie
s w
hich
wou
ld c
onst
itut
e a
men
ace
to
the
plan
ted
spec
ies
and
to s
urro
undi
ng f
arm
lan
d.
Mul
ch s
hall
not
be t
oo f
resh
, or
exc
essi
vely
bri
ttle
, or
so
deco
mpo
sed
as t
o re
tard
gro
wth
of
gras
s.
Th
e m
oist
ure
cont
ent
of t
he m
ulch
sha
ll no
t ex
ceed
15
% at
the
tim
e th
at t
he m
ulch
is
wei
ghed
. M
oist
ure
cont
ent
will
be
chec
ked
as d
irec
ted
by t
he E
ngin
eer.
The
moi
stur
e co
nten
t of
th
e m
ulch
w
ill
be
chec
ked
in
acco
rdan
ce
wit
h AL
DO
T Pr
oced
ure
240,
"D
eter
min
atio
n of
Moi
stur
e Co
nten
t in
Mul
chin
g M
ater
ials
".
Acce
ptab
le
Tack
ifie
r Ad
hesi
ves
are
liste
d on
Li
st
II-20
, “T
ACKI
FIER
S,
MU
LCH
CO
NTR
OL
NET
TIN
G,
AND
HYD
RAU
LIC
MU
LCH
PRO
DU
CTS”
, of
the
Dep
artm
ent's
man
ual
"Mat
eria
ls,
Sour
ces,
and
D
evic
es
wit
h Sp
ecia
l Ac
cept
ance
Re
quir
emen
ts".
Ta
ckif
iers
sh
all
be
used
at
th
e m
anuf
actu
rer's
re
com
men
ded
rate
s w
hen
chos
en f
or m
ulch
sta
biliz
atio
n. T
acki
fier
s sh
all
be h
arm
less
to
fish
, w
ildlif
e,
and
plan
ts,
and
shal
l be
non
-tox
ic a
nd n
on-c
ombu
stib
le a
s do
cum
ente
d th
roug
h M
ater
ial
Safe
ty D
ata
Shee
ts a
nd a
7 d
ay c
hron
ic C
erio
daph
nia
repr
oduc
tion
tes
t re
port
. As
phal
t ad
hesi
ves
are
not
acce
ptab
le
for
use.
Ac
cept
able
Mul
ch C
ontr
ol N
etti
ng p
rodu
cts
are
liste
d on
Lis
t II-
20,
“TAC
KIFI
ERS,
MU
LCH
CO
NTR
OL
NET
TIN
G,
AND
H
YDRA
ULI
C M
ULC
H
PRO
DU
CTS”
, of
th
e D
epar
tmen
t's
man
ual
"Mat
eria
ls,
Sour
ces,
and
Dev
ices
wit
h Sp
ecia
l Ac
cept
ance
Req
uire
men
ts".
Mul
ch C
ontr
ol N
etti
ng s
hall
be 1
00%
biod
egra
dabl
e, b
e of
a u
nifo
rm,
open
, pl
ain
wea
ve a
nd m
eet
the
follo
win
g re
quir
emen
ts:
-
Min
imum
Mas
s pe
r U
nit
Area
of
9 ou
nces
per
squ
are
yard
(AS
TM D
526
1)
-
Min
imum
Ten
sile
Str
engt
h (M
achi
ne D
irec
tion
, D
ry)
of 3
00 p
ound
s pe
r fo
ot (
ASTM
D
4595
) -
M
inim
um T
ensi
le S
tren
gth
(Tra
nsve
rse
Dir
ecti
on,
Dry
) of
125
pou
nds
per
foot
(AS
TM D
45
95)
-
Min
imum
50%
Ope
n Ar
ea a
s de
term
ined
by
phys
ical
mea
sure
men
t.
(b
) H
YDRA
ULI
C M
ULC
H P
ROD
UCT
S.
Hyd
raul
ic M
ulch
Pro
duct
s sh
all
cons
ist
of n
atur
al f
iber
s w
ith
or w
itho
ut t
acki
fier
adh
esiv
es
and/
or b
indi
ng a
gent
s. I
t sh
all
be p
roce
ssed
in
such
a m
anne
r th
at i
t w
ill c
onta
in n
o gr
owth
or
germ
inat
ion
inhi
biti
ng f
acto
rs a
nd s
hall
be d
yed
an a
ppro
pria
te c
olor
to
faci
litat
e a
unif
orm
spr
ead
of
the
slop
e by
vis
ual
insp
ecti
on.
It s
hall
be m
anuf
actu
red
in s
uch
a m
anne
r th
at a
fter
add
itio
n an
d ag
itat
ion
in s
lurr
y ta
nks
wit
h so
il am
endm
ents
, th
e fi
bers
in
the
mat
eria
l w
ill b
ecom
e un
ifor
mly
su
spen
ded
to f
orm
a h
omog
eneo
us s
lurr
y; a
nd t
hat
whe
n hy
drau
lical
ly s
pray
ed o
n th
e gr
ound
, th
e m
ater
ial
will
for
m a
gro
und
cove
r; a
nd w
hich
aft
er a
pplic
atio
n w
ill a
llow
the
abs
orpt
ion
of m
oist
ure
and
allo
w r
ainf
all o
r m
echa
nica
l wat
erin
g to
per
cola
te t
o th
e un
derl
ying
soi
l.
H
ydra
ulic
Mul
ch P
rodu
cts
shal
l ha
ve a
max
imum
RU
SLE
Cove
r Fa
ctor
(C-
Fact
or)
of 0
.20
defi
ned
as t
he r
atio
of
the
soil
loss
fro
m a
slo
pe p
rote
cted
by
the
prod
uct
to t
he s
oil
loss
fro
m a
n un
prot
ecte
d or
bar
e so
il sl
ope.
At
a m
inim
um,
one
slop
e te
st r
eplic
ate
of A
STM
D 6
459-
07 s
hall
be
cond
ucte
d at
an
inde
pend
ent
labo
rato
ry a
ccre
dite
d by
the
Geo
synt
heti
c In
stit
ute’
s, G
eosy
nthe
tic
Accr
edit
atio
n In
stit
ute’
s-La
bora
tory
Acc
redi
tati
on P
rogr
am (
GAI
-LAP
) fo
r th
is t
est.
The
Hyd
raul
ic M
ulch
Pr
oduc
t sh
all
have
a m
inim
um 2
00 %
Veg
etat
ion
Enha
ncem
ent
com
pare
d to
the
con
trol
and
sha
ll be
m
easu
red
in a
ccor
danc
e w
ith
the
requ
irem
ents
giv
en in
AST
M D
732
2.
Ac
cept
able
Hyd
raul
ic M
ulch
Pro
duct
s ar
e lis
ted
on L
ist
II-20
, “T
ACKI
FIER
S, M
ULC
H C
ON
TRO
L N
ETTI
NG
, AN
D H
YDRA
ULI
C M
ULC
H P
ROD
UCT
S”,
of t
he D
epar
tmen
t’s
man
ual
"Mat
eria
ls,
Sour
ces,
and
D
evic
es w
ith
Spec
ial
Acce
ptan
ce R
equi
rem
ents
". A
ll pa
ckag
ing
of t
he m
ulch
sha
ll be
cle
arly
mar
ked
wit
h th
e lo
t or
bat
ch n
umbe
r, m
ater
ial
spec
ific
atio
ns,
and
appl
icat
ion
reco
mm
enda
tion
s. W
eigh
t {m
ass}
spe
cifi
cati
ons
of t
his
mat
eria
l sha
ll re
fer
only
to
air
dry
wei
ght
{mas
s} o
f th
e fi
ber
mat
eria
l.
860.
05 S
olid
Sod
.
(a)
GEN
ERAL
.
So
lid s
od s
hall
be o
btai
ned
from
sou
rces
of
the
Cont
ract
or's
sele
ctio
n m
eeti
ng w
ith
the
appr
oval
of
the
Engi
neer
. Th
e Co
ntra
ctor
, w
itho
ut e
xtra
com
pens
atio
n, s
hall
furn
ish
such
mat
eria
l an
d co
nstr
uct
and
mai
ntai
n ha
ulin
g ro
ads
nece
ssar
y fo
r ob
tain
ing
the
mat
eria
l.
The
sod
shal
l be
of
com
mon
Tif
law
n Be
rmud
agra
ss,
Cent
iped
e, M
yers
Zoy
sia,
Zoy
sia
Mat
rella
, or
oth
er a
ppro
ved
type
s of
nat
ive
or a
dapt
able
gra
sses
, su
itab
le f
or g
row
ing
in t
he lo
calit
y of
the
wor
k.
(b
) PR
OCU
RIN
G A
ND
HAN
DLI
NG
SO
D.
1. G
ENER
AL.
Al
l so
d sh
all
be p
rocu
red
from
are
as w
here
the
soi
l is
fer
tile
and
con
tain
s a
high
pe
rcen
tage
of
loam
y to
psoi
l and
whe
re t
he g
rass
is w
ell r
oote
d an
d fu
ll gr
own
and
from
are
as t
hat
have
be
en g
raze
d or
mow
ed s
uffi
cien
tly
to f
orm
a d
ense
tur
f. (
Appr
oxim
atel
y 2
inch
es {
50 m
m}
in h
eigh
t at
th
e ti
me
of l
ifti
ng).
The
soi
l sh
all
be f
ree
from
obn
oxio
us w
eeds
or
othe
r gr
asse
s an
d sh
all
not
cont
ain
any
mat
ter
dele
teri
ous
to it
s gr
owth
. So
lid s
oddi
ng s
hall
be l
ivin
g or
sea
sona
lly d
orm
ant
duri
ng t
he c
old
or d
ry s
easo
n an
d ha
ve a
n es
tabl
ishe
d ro
ot s
yste
m c
apab
le o
f co
ntin
ued
grow
th.
Solid
sod
ding
gro
wn
wit
h a
geot
exti
le
back
ing
is
acce
ptab
le
for
use
at
the
Cont
ract
or’s
op
tion
w
ith
no
addi
tion
al
com
pens
atio
n. S
olid
sod
ding
use
d in
cha
nnel
app
licat
ions
sha
ll be
rol
led
sod.
2.
HAR
VEST
ING
.
Mec
hani
cal
devi
ces,
suc
h as
sod
cut
ters
, m
ay b
e us
ed f
or c
utti
ng t
he s
od i
nto
stri
ps,
bloc
ks o
r ro
lls a
t le
ast
12 i
nche
s {3
00 m
m}
wid
e, e
xcep
t w
hen
sod
stri
ps a
re s
peci
fied
, th
en t
hey
shal
l be
at
leas
t 3
inch
es {
75 m
m}
wid
e. D
epth
of
sod
cutt
ing
shal
l be
suc
h th
at a
ppro
xim
atel
y 3/
4 of
an
inch
{1
9 m
m}
of s
oil
is r
emov
ed w
ith
the
turf
. Ca
re s
hall
be e
xerc
ised
at
all
tim
es t
o re
tain
the
nat
ive
soil
on t
he r
oots
of
the
sod
duri
ng t
he p
roce
ss o
f ex
cava
ting
, ha
ulin
g, a
nd p
lant
ing.
3.
HAN
DLI
NG
.
Sect
ions
of
sod
shal
l be
cut
aw
ay b
elow
the
roo
t lin
e an
d sh
all
be l
ifte
d an
d lo
aded
in
such
a m
anne
r th
at n
o te
arin
g or
bre
akin
g w
ill o
ccur
, an
d un
load
ed b
y ha
nd o
r ap
prov
ed m
echa
nica
l m
etho
d. D
umpi
ng f
rom
veh
icle
s w
ill n
ot b
e pe
rmit
ted.
All
brok
en o
r dr
ied
sod
shal
l be
rej
ecte
d an
d re
mov
ed f
rom
the
job
.
4.
CO
NTR
OL.
The
sod
shal
l,
in
gene
ral,
be
tr
ansp
lant
ed
wit
hin
thre
e da
ys
from
th
e ti
me
it
is
harv
este
d. H
owev
er,
if h
eld
in t
empo
rary
sto
rage
, th
e so
d sh
all
be s
prea
d in
a s
hady
loc
atio
n w
ith
the
gras
s si
de u
p. T
he s
od s
hall
be s
prin
kled
wit
h w
ater
whe
n an
d as
dir
ecte
d. I
f re
quir
ed,
it s
hall
be
cove
red
wit
h m
oist
bur
lap,
str
aw,
or o
ther
acc
epta
ble
mat
eria
l. A
ny s
od p
erm
itte
d by
the
Con
trac
tor
to d
ry o
ut m
ay b
e re
ject
ed w
hene
ver,
in t
he j
udgm
ent
of t
he E
ngin
eer,
its
surv
ival
, af
ter
plac
ing,
sha
ll ha
ve b
een
rend
ered
dou
btfu
l and
no
paym
ent
for
such
sod
sha
ll be
mad
e.
In
no
even
t sh
all m
ore
than
10
days
ela
pse
betw
een
the
cutt
ing
and
plan
ting
of
the
sod.
Prio
r to
per
mit
ting
sod
pla
ntin
g, t
he E
ngin
eer
will
ins
pect
the
sod
sta
cks
for
rete
ntio
n of
na
tive
soi
l. S
uch
may
be
acco
mpl
ishe
d by
mea
suri
ng t
he s
tack
hei
ght
and
dete
rmin
ing
the
aver
age
laye
r th
ickn
ess
(3/4
of
an in
ch {
19 m
m}
min
imum
).
860.
11 R
olle
d an
d H
ydra
ulic
Ero
sion
Con
trol
Pro
duct
s.
(a
) TY
PES
OF
ERO
SIO
N C
ON
TRO
L PR
OD
UCT
S.
1. T
EMPO
RARY
RO
LLED
ERO
SIO
N C
ON
TRO
L PR
OD
UCT
S (R
ECPs
).
Te
mpo
rary
REC
Ps s
hall
be c
ompo
sed
of p
hoto
degr
adab
le o
r bi
odeg
rada
ble
mes
h, n
etti
ng
fibe
rs,
yarn
s or
tw
ines
. Co
mpo
nent
s sh
all
be m
echa
nica
lly i
nter
lock
ed o
r ch
emic
ally
bon
ded
toge
ther
to
for
m a
con
tinu
ous
mat
rix
of m
ater
ial.
2.
TEM
PORA
RY H
YDRA
ULI
C ER
OSI
ON
CO
NTR
OL
PRO
DU
CTS
(HEC
Ps).
Tem
pora
ry H
ECPs
sha
ll be
com
pose
d of
pho
tode
grad
able
or
biod
egra
dabl
e na
tura
l or
po
lym
er f
iber
s th
at c
hem
ical
ly b
ond
toge
ther
and
for
m a
con
tinu
ous
mat
rix
of m
ater
ial.
3.
PER
MAN
ENT
ROLL
ED E
ROSI
ON
CO
NTR
OL
PRO
DU
CTS
(REC
Ps).
Perm
anen
t RE
CPs
shal
l be
tur
f re
info
rcem
ent
mat
s an
d sh
all
have
suf
fici
ent
thic
knes
s,
stre
ngth
and
voi
d sp
ace
for
perm
anen
t er
osio
n pr
otec
tion
. P
erm
anen
t RE
CPs
shal
l ha
ve a
min
imum
UV
Stab
ility
of
80%
rete
ntio
n of
ten
sile
str
engt
h at
500
hou
rs o
f ex
posu
re m
easu
red
in a
ccor
danc
e w
ith
the
requ
irem
ents
giv
en in
AST
M D
435
5 “S
tand
ard
Test
Met
hod
for
Det
erio
rati
on o
f G
eote
xtile
s by
Exp
osur
e to
Lig
ht,
Moi
stur
e an
d H
eat
in a
Xen
on A
rc T
ype
Appa
ratu
s”.
(b
) RE
QU
IRED
PER
FORM
ANCE
OF
ERO
SIO
N C
ON
TRO
L PR
OD
UCT
S.
The
type
s of
ero
sion
con
trol
pro
duct
s an
d th
e pe
rfor
man
ce r
equi
rem
ents
for
eac
h pr
oduc
t ar
e gi
ven
in t
he f
ollo
win
g ta
ble.
PERF
ORM
AN
CE R
EQU
IREM
ENTS
OF
ERO
SIO
N C
ON
TRO
L PR
OD
UCT
S
Prod
uct
Appl
icat
ion
ECP
Type
M
axim
um A
llow
able
C-
Fact
or1
Min
imum
Shea
r St
ress
Cap
acit
y2
(Pou
nds
per
Squa
re F
oot)
Min
imum
Ve
geta
tion
Enha
ncem
ent3
Slop
e
S4
0.10
-
200
% S3
0.
05
- S2
0.
01
- S1
0.
005
-
Chan
nel
C2
- 2.
0
200
% C4
-
4.0
C6
- 6.
0 C8
-
8.0
C10
- 10
.0
NO
TE 1
: Th
e C-
Fact
or s
hall
be m
easu
red
in a
ccor
danc
e w
ith
the
requ
irem
ents
giv
en in
AST
M D
64
59-0
7 “S
tand
ard
Test
M
etho
d fo
r D
eter
min
atio
n of
Ro
lled
Eros
ion
Cont
rol
Prod
uct
(REC
P)
Perf
orm
ance
in P
rote
ctin
g H
illsl
opes
fro
m R
ainf
all-
Indu
ced
Eros
ion”
. Th
e C-
Fact
or is
the
cov
er f
acto
r as
co
mm
only
use
d in
the
Rev
ised
Uni
vers
al S
oil
Loss
Equ
atio
n an
d is
def
ined
as
the
rati
o of
the
soi
l lo
ss
from
a s
lope
pro
tect
ed b
y th
e EC
P to
the
soi
l lo
ss f
rom
an
unpr
otec
ted
or b
are
soil
slop
e, a
s re
port
ed
by t
he A
mer
ican
Ass
ocia
tion
of
Stat
e H
ighw
ay a
nd T
rans
port
atio
n O
ffic
ials
, N
atio
nal
Tran
spor
tati
on
Prod
uct
Eval
uati
on P
rogr
am,
Eros
ion
Cont
rol P
rodu
cts
(AAS
HTO
NTP
EP).
N
OTE
2:
The
Shea
r St
ress
Cap
acit
y of
an
ECP
shal
l be
mea
sure
d in
acc
orda
nce
wit
h th
e re
quir
emen
ts g
iven
in
ASTM
D 6
460-
07 “
Stan
dard
Tes
t M
etho
d fo
r D
eter
min
atio
n of
Rol
led
Eros
ion
Cont
rol
Prod
uct
(REC
P)
Perf
orm
ance
in
Pr
otec
ting
Ea
rthe
n Ch
anne
ls
from
St
orm
wat
er-I
nduc
ed
Eros
ion”
. Th
e Sh
ear
Stre
ss C
apac
ity
is d
efin
ed a
s th
e lim
itin
g sh
ear
stre
ss w
hich
cau
ses
an a
vera
ge o
f 0.
5 in
ch o
f so
il lo
ss o
ver
the
enti
re c
hann
el b
otto
m,
as r
epor
ted
by t
he A
mer
ican
Ass
ocia
tion
of
Stat
e H
ighw
ay a
nd T
rans
port
atio
n O
ffic
ials
, N
atio
nal
Tran
spor
tati
on P
rodu
ct E
valu
atio
n Pr
ogra
m,
Eros
ion
Cont
rol
Prod
ucts
(A
ASH
TO
NTP
EP).
Te
mpo
rary
pr
oduc
ts
shal
l at
a
min
imum
be
te
sted
un
der
unve
geta
ted
cond
itio
ns.
Per
man
ent
prod
ucts
sha
ll be
tes
ted
unde
r ve
geta
ted
cond
itio
ns.
NO
TE 3
: Th
e Ve
geta
tion
Enh
ance
men
t of
an
ECP
is d
efin
ed a
s th
e pe
rcen
tage
of
vege
tati
on
impr
ovem
ent
com
pare
d to
the
con
trol
. Th
e Ve
geta
tion
Enh
ance
men
t of
an
ECP
shal
l be
mea
sure
d in
ac
cord
ance
wit
h th
e re
quir
emen
ts g
iven
in
ASTM
D 7
322
“Det
erm
inat
ion
of T
empo
rary
Deg
rada
ble
Rolle
d Er
osio
n Co
ntro
l Pro
duct
(RE
CP)
in E
ncou
ragi
ng S
eed
Ger
min
atio
n an
d Pl
ant
Gro
wth
”.
ALA
BAM
A D
EPA
RTM
ENT
OF
TRA
NSP
ORT
ATI
ON
DAT
E: M
arch
20,
201
4Sp
ecia
l Pro
visi
on N
o. 1
2-03
99(3
)
EFFE
CTIV
E D
ATE:
Aug
ust
1, 2
014
SUBJ
ECT:
Tem
pora
ry S
oil E
rosi
on a
nd S
edim
ent
Cont
rol.
Alab
ama
Stan
dard
Spe
cifi
cati
ons,
201
2Ed
itio
n, S
ECTI
ON
106
and
SEC
TIO
N 6
65,
shal
l be
mod
ifie
d as
fol
low
s:
SECT
ION
106
CO
NTR
OL
OF
MA
TERI
ALS
106.
01 S
ourc
e of
Sup
ply
and
Qua
lity
Requ
irem
ents
.(b
) CL
EARA
NCE
S AN
D AC
KNO
WLE
DG
MEN
TS F
OR
THE
USE
OF
OFF
SITE
ARE
AS.
2. S
UBM
ITTA
L O
F CO
PIES
OF
REG
ULA
TORY
CLE
ARAN
CES
AN
D A
CKN
OW
LED
GM
ENTS
.
Item
106
.01(
b)2
shal
l be
repl
aced
wit
h th
e fo
llow
ing:
2. S
UBM
ITTA
L O
F CO
PIES
OF
REG
ULA
TORY
CLE
ARAN
CES
AN
D A
CKN
OW
LED
GM
ENTS
.Th
e Co
ntra
ctor
sha
ll su
bmit
cop
ies
of c
lear
ance
s an
d ac
know
ledg
emen
ts a
s ve
rifi
cati
on
that
reg
ulat
ory
auth
orit
ies
are
awar
e of
the
off
site
act
ivit
y an
d th
at t
he a
ctiv
ity
will
not
adv
erse
ly
impa
ct n
atur
al r
esou
rces
.Cl
eara
nces
and
ack
now
ledg
emen
ts w
ill n
ot b
e re
quir
ed f
or o
ffsi
te a
reas
use
d fo
r sh
ort
term
par
king
, st
agin
g or
mat
eria
l st
ockp
iling
whe
re t
he a
ctiv
ity
does
not
req
uire
cle
arin
g or
gra
ding
.O
nly
a co
py o
f ap
plic
able
AD
EM p
erm
itti
ng w
ill b
e re
quir
ed f
or o
ffsi
te a
reas
com
mer
cial
ly o
wne
d an
d op
erat
ed b
y a
thir
d pa
rty
that
is n
ot a
n AL
DO
T co
ntra
ctor
or
subc
ontr
acto
r.
SECT
ION
665
TEM
PORA
RY S
OIL
ERO
SIO
N A
ND
SED
IMEN
T CO
NTR
OL
Se
ctio
n 66
5 sh
all b
e re
plac
ed w
ith
the
foll
owin
g:
SECT
ION
665
TEM
PORA
RY S
OIL
ERO
SIO
N A
ND
SED
IMEN
T CO
NTR
OL
66
5.01
Des
crip
tion
.Th
is S
ecti
on s
hall
cove
r, b
ut n
ot l
imit
, th
ose
item
s of
tem
pora
ry s
oil
eros
ion
and
sedi
men
t co
ntro
l ne
cess
ary
for
the
man
agem
ent
of c
onst
ruct
ion
stor
mw
ater
dis
char
ge q
ualit
y.Th
e Co
ntra
ctor
sha
ll pr
ovid
e an
d m
aint
ain
tem
pora
ry s
oil
eros
ion
and
sedi
men
t co
ntro
lsde
sign
edto
pro
tect
the
pro
ject
sit
e fr
om s
oil
eros
ion
and
adja
cent
pro
pert
y an
d w
ater
s fr
om d
amag
e by
sed
imen
t tr
ansp
ort
and
depo
siti
on
duri
ng c
onst
ruct
ion.
The
se t
empo
rary
soi
l er
osio
n an
d se
dim
ent
cont
rols
sha
ll be
ref
erre
d to
as
"Bes
t M
anag
emen
tPr
acti
ces"
(BM
Ps).
A B
MP
is a
ny p
roce
dure
, pr
oces
s, t
echn
ique
, pl
an o
r de
vice
tha
t ca
n be
ut
ilize
d to
enh
ance
the
con
trol
of
soil
eros
ion
and
sedi
men
t tr
ansp
ort.
Spec
ial P
rovi
sion
No.
12-
0399
(3)
Page
2of
11
665.
02 M
ater
ials
.(a
) TE
MPO
RARY
SEE
DIN
G.
Seed
s sh
all b
e fu
rnis
hed
in a
ccor
danc
e w
ith
the
requ
irem
ents
giv
en in
Item
860
.01(
a)1.
Seed
mix
es u
sed
for
tem
pora
ry s
eedi
ng s
hall
be in
acc
orda
nce
wit
h th
e fo
llow
ing
tabl
e:TE
MPO
RARY
SEE
DIN
GSe
ptem
ber
thro
ugh
Dec
embe
rAn
nual
Rye
gras
s25
pou
nds
per
acre
{28
kg
per
hect
are}
Kent
ucky
31
Fesc
ue30
pou
nds
per
acre
{34
kg
per
hect
are}
Rese
edin
g C
rim
son
Clo
ver
10 p
ound
s pe
r ac
re {
11 k
g pe
r he
ctar
e}Ja
nuar
y th
roug
h Ap
ril 1
5Ke
ntuc
ky 3
1 Fe
scue
30 p
ound
s pe
r ac
re {
34 k
g pe
r he
ctar
e}Re
seed
ing
Cri
mso
n C
love
r30
poun
ds p
er a
cre
{34
kg p
er h
ecta
re}
Annu
al R
yegr
ass
15 p
ound
s pe
r ac
re {
18 k
g pe
r he
ctar
e}Ap
ril 1
6 th
roug
h Au
gust
Brow
n To
p M
illet
30 p
ound
s pe
r ac
re {
34 k
g pe
r he
ctar
e}Ke
ntuc
ky 3
1 Fe
scue
30 p
ound
s pe
r ac
re {
34 k
g pe
r he
ctar
e}H
ulle
d Be
rmud
a G
rass
10 p
ound
s pe
r ac
re {
11 k
g pe
r he
ctar
e}
(b)
TEM
PORA
RY M
ULC
HIN
G.
Tem
pora
ry m
ulch
ing
mat
eria
ls s
hall
conf
orm
to
the
requ
irem
ents
giv
en i
n Ar
ticl
e 86
0.03
for
M
ulch
ing
Mat
eria
l.
(c)
TEM
PORA
RY P
IPE.
Tem
pora
ry p
ipe
may
be
cons
truc
ted
of a
ny t
ype
of m
ater
ial
that
will
be
suit
able
for
the
re
quir
ed w
ork.
The
ins
ide
diam
eter
of
the
pipe
sha
ll be
sel
ecte
d by
the
Con
trac
tor
base
d on
exp
ecte
d fl
ows
and
shal
l be
a m
inim
um o
f 12
inc
hes
{300
mm
} or
as
show
n on
the
pla
ns.
End
trea
tmen
ts,
join
t se
ctio
ns,
and
tees
sha
llal
so b
e of
mat
eria
ls a
nd s
izes
tha
t ar
e su
itab
le f
or t
he r
equi
red
wor
k. A
ncho
rs
shal
l be
inst
alle
d w
hen
requ
ired
to
keep
the
pip
e in
pla
ce.
(d)
POLY
ETH
YLEN
E.Po
lyet
hyle
ne s
heet
s m
ay b
e of
any
siz
e or
col
or c
apab
le o
f se
rvin
g th
e pu
rpos
e in
tend
ed
prov
ided
it is
of
at le
ast
4 m
il {0
.1 m
m}
in t
hick
ness
.����
(e)
TEM
PORA
RY C
OAR
SE A
GG
REG
ATE.
Tem
pora
ry
coar
se
aggr
egat
e sh
all
be
eith
er
ston
e or
co
ncre
te
from
th
e de
mol
itio
n of
st
ruct
ures
on
the
Righ
t of
Way
.St
one
aggr
egat
e fo
r st
abili
zed
cons
truc
tion
en
tran
ces
and
tem
pora
ry
acce
ss
road
s to
se
dim
enta
tion
bas
ins
shal
l m
eet
the
requ
irem
ents
for
ALD
OT
Num
ber
1 co
arse
agg
rega
te g
iven
in
Sect
ion
801.
Con
cret
e fr
om t
he d
emol
itio
n of
str
uctu
res
shal
l m
eet
the
grad
atio
n re
quir
emen
ts f
or
ALD
OT
Num
ber
1 co
arse
agg
rega
te g
iven
in
Sect
ion
801.
Rei
nfor
cing
ste
el s
hall
be r
emov
ed f
rom
the
co
ncre
te u
sed
for
tem
pora
ry c
oars
e ag
greg
ate.
Ston
e ag
greg
ate
for
othe
r er
osio
n an
d se
dim
ent
cont
rol
purp
oses
sha
ll be
the
siz
e sh
own
on
the
plan
s an
d sh
all m
eet
the
requ
irem
ents
giv
en in
Sec
tion
801
.
(f)
TEM
PORA
RY R
IPRA
P.U
nles
s sh
own
othe
rwis
e on
the
pla
ns,
tem
pora
ry r
ipra
p sh
all
be e
ithe
r st
one
or c
oncr
ete
from
th
e de
mol
itio
n of
str
uctu
res
on t
he R
ight
of
Way
. St
one
ripr
ap s
hall
mee
t th
e re
quir
emen
ts f
or C
lass
2ri
prap
giv
en i
n Se
ctio
n 81
4. C
oncr
ete
from
the
dem
olit
ion
of s
truc
ture
s sh
all
mee
t th
e si
ze a
nd w
eigh
t re
quir
emen
ts g
iven
for
Cla
ss 2
rip
rap
in S
ecti
on 8
14.
Rein
forc
ing
stee
l sh
all
be c
ut f
lush
wit
h th
e su
rfac
es o
f th
e de
mol
ishe
d co
ncre
te.
The
geot
exti
le u
sed
for
both
unde
rlay
men
t an
d as
ach
oker
sha
ll m
eet
the
requ
irem
ents
of
AASH
TO M
288
for
Perm
anen
t Er
osio
n C
ontr
ol G
eote
xtile
, C
lass
1.
A lis
t of
ge
otex
tile
mat
eria
ls a
ccep
tabl
e fo
r us
e in
thi
s ap
plic
atio
n (L
ist
II-3
“GEO
TEXT
ILES
”) i
s gi
ven
in t
he
ALD
OT
man
ual
titl
ed “
Mat
eria
ls,
Sour
ces,
and
Dev
ices
wit
h Sp
ecia
l Ac
cept
ance
Req
uire
men
ts”.
Chok
er
ston
e sh
all m
eet
the
requ
irem
ents
of
Sect
ion
801.
(g)
HAY
BAL
ES.
Bale
s m
ay b
e ei
ther
hay
or
stra
w c
onta
inin
g 5
cubi
c fe
et {
0.14
m³}
of
mat
eria
l an
d ha
ving
a
wei
ght
{mas
s} o
f no
t le
ss t
han
35 p
ound
s {1
6 kg
} w
ith
a m
inim
um le
ngth
of
3 fe
et {
0.9
m}.
Spec
ial P
rovi
sion
No.
12-
0399
(3)
Page
3of
11
(h)
SAN
D B
AGS.
Bags
may
be
cott
on,
burl
ap,
wov
en p
olyp
ropy
lene
, po
lyet
hyle
ne,
poly
amid
e fa
bric
or
othe
r m
ater
ial
that
will
ade
quat
ely
conf
ine
the
aggr
egat
e co
nten
t fo
r th
e du
rati
onof
the
use
of
the
bag.
Ba
gs s
hall
be f
illed
wit
h sa
nd,
limes
tone
scr
eeni
ngs
or a
ggre
gate
tha
t is
sm
alle
r th
an A
LDO
T #7
8. F
ill
mat
eria
l sh
all
be s
elec
ted
by t
he C
ontr
acto
r ba
sed
on t
he r
equi
red
bag
appl
icat
ion.
Eac
h fi
lled
bag
shal
l ha
ve m
inim
um d
imen
sion
sof
18”
x 1
2” x
3”
{450
mm
x 3
05 m
m x
75
mm
} an
d sh
all
have
a
min
imum
wei
ght
{mas
s} o
f 30
pou
nds
{13
kg}.
(i)
SILT
FEN
CE.
Silt
fen
ce s
hall
be a
geo
text
ile f
ilter
sup
port
ed b
etw
een
post
s w
ith
a w
ire
mes
h ba
ckin
g as
sh
own
on t
he p
lans
. Po
sts
shal
l be
str
ong
enou
gh t
o pr
ovid
e an
d re
tain
the
fen
ce c
onfi
gura
tion
sho
wn
on t
he p
lans
whi
le b
eing
sub
ject
ed t
o lo
adin
g of
silt
, w
ater
and
deb
ris.
Si
lt
fenc
e sh
all
mee
t th
e re
quir
emen
ts
give
n in
Se
ctio
n 81
0 an
d AA
SHTO
M
28
8 as
su
pple
men
ted
by t
he f
ollo
win
g re
quir
emen
ts:
-Th
e su
ppor
t ba
ckin
g fo
r th
e ge
otex
tile
sha
ll be
14
gage
ste
el w
ire
mes
h. T
he v
erti
cal
spac
ing
of t
he w
ire
in t
he m
esh
shal
l be
6 {
150
mm
} in
ches
. Th
e m
inim
um h
oriz
onta
l sp
acin
g of
the
w
ires
sha
ll be
6 in
ches
{15
0 m
m}
and
the
max
imum
hor
izon
tal s
paci
ng s
hall
be 1
2 in
ches
{30
0 m
m}.
-Th
e ge
otex
tile
filt
er s
hall
be e
ithe
r a
non-
wov
en g
eote
xtile
or
a w
oven
geo
text
ile
com
pose
d of
mon
ofila
men
t ya
rns.
A
list
of g
eote
xtile
mat
eria
ls a
ccep
tabl
e fo
r us
e in
thi
s ap
plic
atio
n (L
ist
II-3
“GEO
TEXT
ILES
”)
is
give
n in
th
e AL
DO
T m
anua
l ti
tled
“M
ater
ials
, So
urce
s,
and
Dev
ices
w
ith
Spec
ial
Acce
ptan
ce
Requ
irem
ents
”.
(j)
WAT
TLES
.A
wat
tle
shal
l be
a
tubu
lar
shap
ed
prod
uct
spec
ific
ally
m
anuf
actu
red
for
eros
ion
and
sedi
men
t co
ntro
l. B
iode
grad
able
wat
tles
sha
ll be
man
ufac
ture
d us
ing
inte
rwov
en b
iode
grad
able
pla
nt
mat
eria
l su
ch a
s st
raw
, co
ir,
or w
ood
shav
ings
in
biod
egra
dabl
e or
pho
tode
grad
able
net
ting
tha
t is
of
suff
icie
nt s
tren
gth
to r
esis
t da
mag
e du
ring
han
dlin
g, i
nsta
llati
on a
nd u
se.
Wat
tles
man
ufac
ture
d us
ing
non-
biod
egra
dabl
e m
ater
ials
sha
ll be
com
plet
ely
rem
oved
fro
m t
he p
roje
ct w
hen
no l
onge
r re
quir
ed o
r us
eful
. D
ispo
sal s
hall
be in
acc
orda
nce
wit
h re
com
men
dati
ons
from
the
wat
tle
man
ufac
ture
r.Th
e re
quir
ed m
inim
um d
iam
eter
of
the
wat
tle
shal
l be
det
erm
ined
base
d up
on i
ts i
nten
ded
appl
icat
ion
and
shal
l be
as
follo
ws
unle
ss s
how
n ot
herw
ise
on t
he p
lans
. W
hen
inst
alle
d fo
r th
e pu
rpos
es o
f sl
owin
g sh
eet
flow
or
by i
nter
rupt
ing
the
leng
ths
of l
onge
r sl
opes
(sl
opes
lon
ger
than
50
feet
{1
5m
}),
the
min
imum
di
amet
er
of
the
wat
tle
shal
l be
9
inch
es
{230
m
m}.
Fo
r al
l ot
her
appl
icat
ions
inc
ludi
ng p
erim
eter
sed
imen
t ba
rrie
rs t
he m
inim
um d
iam
eter
of
the
wat
tle
shal
l be
20
inch
es {
500
mm
}. W
attl
es o
f sm
alle
r th
an r
equi
red
diam
eter
may
be
prov
ided
as
a st
acke
d in
stal
lati
onin
acc
orda
nce
wit
h m
anuf
actu
rer
reco
mm
enda
tion
s fo
r st
acki
ng i
f th
e to
tal
heig
ht o
f th
e in
stal
lati
on i
s at
lea
st 2
0 in
ches
{50
0 m
m}.
The
dia
met
er o
r he
ight
will
be
veri
fied
by
mea
suri
ng t
he w
attl
e af
ter
inst
alla
tion
.W
attl
es i
nsta
lled
in a
dit
ch c
heck
app
licat
ion
shal
l ha
ve a
geo
text
ile u
nder
laym
ent
that
shal
l m
eet
the
requ
irem
ents
of
AASH
TO M
288
for
Perm
anen
t Er
osio
n C
ontr
ol G
eote
xtile
, C
lass
1.
A lis
t of
geo
text
ile m
ater
ials
acc
epta
ble
for
use
in t
his
appl
icat
ion
(Lis
t II-
3 “G
EOTE
XTIL
ES”)
isgi
ven
in t
heAL
DO
T m
anua
l ti
tled
“M
ater
ials
, So
urce
s, a
nd D
evic
es w
ith
Spec
ial
Acce
ptan
ce R
equi
rem
ents
”. A
ge
otex
tile
und
erla
ymen
t is
not
req
uire
d if
the
ditc
h is
oth
erw
ise
lined
wit
h m
ater
ials
suc
h as
rol
led
eros
ion
cont
rol p
rodu
ct,
sod,
or
esta
blis
hed
perm
anen
t ve
geta
tion
.A
list
of a
ccep
tabl
e m
anuf
actu
red
wat
tle
prod
ucts
(LI
ST I
I-24
“TE
MPO
RARY
ERO
SIO
N A
ND
SE
DIM
ENT
CON
TRO
L PR
OD
UCT
S”)
is g
iven
in
the
ALD
OT
man
ual
titl
ed “
Mat
eria
ls,
Sour
ces,
and
Dev
ices
w
ith
Spec
ial A
ccep
tanc
e Re
quir
emen
ts”.
(k)
SILT
DIK
ES.
Silt
dik
es s
hall
be a
tri
angu
lar
shap
ed c
ross
sec
tion
wit
h a
heig
ht o
f at
lea
st 8
" {2
00 m
m}
in
the
cent
er w
ith
equa
l le
ngth
sid
es a
nd a
16"
to
20"
{400
mm
to
500
mm
) ba
se.
The
tria
ngul
ar s
hape
sh
all
be u
reth
ane
foam
.Th
e ou
ter
cove
r sh
all
be a
wov
en g
eote
xtile
fab
ric
plac
ed a
roun
d th
e ur
etha
ne
foam
. Th
e ge
otex
tile
sha
ll al
so e
xten
d be
yond
bot
h si
des
of t
he t
rian
gle
at l
east
2 f
eet
{600
mm
}. D
ikes
sh
all
be a
ttac
hed
to t
he g
roun
d w
ith
wir
e st
aple
s in
acc
orda
nce
wit
h th
e si
lt d
ike
man
ufac
ture
r's
reco
mm
enda
tion
s.
Spec
ial P
rovi
sion
No.
12-
0399
(3)
Page
4of
11
(l)
BRU
SH B
ARRI
ER.
Brus
h Ba
rrie
rs s
hall
be c
onst
ruct
ed o
f se
lect
ed b
rush
, lim
bs a
nd s
mal
l tr
ees
from
the
cle
arin
g op
erat
ions
. Th
e ge
otex
tile
use
d fo
r bo
thun
derl
aym
ent
and
as a
chok
ersh
all
mee
t th
e re
quir
emen
ts o
f AA
SHTO
M
288
for
Perm
anen
t Er
osio
n C
ontr
olG
eote
xtile
, C
lass
1.
A
list
of
geot
exti
le
mat
eria
ls
acce
ptab
le f
or u
se i
n th
is a
pplic
atio
n (L
IST
II-3
“GEO
TEXT
ILES
”) i
s gi
ven
inth
e AL
DO
T m
anua
l ti
tled
“M
ater
ials
, So
urce
s, a
nd D
evic
es w
ith
Spec
ial A
ccep
tanc
e Re
quir
emen
ts”.
(m)
MAN
UFA
CTU
RED
INLE
T PR
OTE
CTIO
N D
EVIC
E.M
anuf
actu
red
Inle
t Pr
otec
tion
Dev
ices
sha
ll be
pro
vide
d in
acc
orda
nce
wit
h re
quir
emen
ts
show
n on
the
pla
ns.
Man
ufac
ture
d in
let
prot
ecti
on d
evic
es s
hall
cons
ist
of f
ilter
fab
ric
held
in
plac
e by
a
rigi
d fr
ame.
The
fra
me
shal
l be
str
ong
enou
ghto
sup
port
the
sto
rmw
ater
flo
w a
nd w
eigh
t of
any
se
dim
ent
that
acc
umul
ates
on
the
filt
er.
The
man
ufac
ture
d in
let
prot
ecti
on d
evic
e sh
all
have
an
over
flow
fea
ture
to
allo
w t
he p
assa
ge o
f w
ater
dur
ing
high
flo
w c
ondi
tion
s. T
he f
ilter
fab
ric
shal
l ha
ve
the
follo
win
g pr
oper
ties
:-
Min
imum
Ten
sile
Str
engt
h (M
achi
ne D
irec
tion
) of
80
poun
ds {
355
New
tons
} (A
STM
D 4
632)
;-
Min
imum
Per
mit
tivi
ty o
f 0.
05 s
ec-1
(AST
M D
449
1);
-M
axim
um A
ppar
ent
Ope
ning
Siz
e of
US
Std
#30
siev
e {0
.60
mm
} (A
STM
D 4
751)
;-
Min
imum
UV
Stab
ility
of
70%
(AS
TM D
435
5 at
500
hou
rs).
A lis
t of
acc
epta
ble
man
ufac
ture
d in
let
prot
ecti
on d
evic
es (
LIST
II-
24 “
TEM
PORA
RY E
ROSI
ON
AN
D S
EDIM
ENT
CON
TRO
L PR
OD
UC
TS”)
is
give
n in
the
ALD
OT
man
ual
titl
ed “
Mat
eria
ls,
Sour
ces,
and
D
evic
es w
ith
Spec
ial A
ccep
tanc
e Re
quir
emen
ts”.
(n)
FLO
ATIN
G B
ASIN
BO
OM
.Fl
oati
ng b
asin
boo
ms
shal
l co
nsis
t of
a r
einf
orce
d fa
bric
att
ache
d on
the
upp
er s
ide
to
floa
tati
on m
embe
rs a
nd b
alla
sted
on
the
low
er s
ide
wit
h ch
ains
or
wei
ghts
to
form
a b
otto
m-t
ensi
oned
fl
oati
ng c
urta
in b
oom
. Fl
oati
ng b
asin
boo
ms
shal
l be
dev
ices
man
ufac
ture
d sp
ecif
ical
ly f
or u
se i
n co
ntai
ning
sed
imen
t su
spen
ded
in w
ater
.Al
l m
ater
ials
use
d in
the
flo
atin
g ba
sin
boom
sha
ll co
mpl
y w
ith
the
requ
irem
ents
sho
wn
on
the
plan
det
ails
and
the
man
ufac
ture
r's r
ecom
men
dati
ons
for
the
inte
nded
app
licat
ion.
The
floa
tati
on
mem
bers
sh
all
be
mad
e of
fo
am
wit
h a
min
imum
di
amet
er
of
6 in
ches
{1
50m
m}
or a
s sh
own
on t
he p
lans
. Th
e sk
irt
dept
h be
low
the
foa
m f
loat
atio
n sh
all
be a
min
imum
of
5fe
et {
1.5
met
ers}
or
as s
how
n on
the
pla
ns.
The
balla
st s
hall
be g
alva
nize
d pr
oof
coil
chai
ns o
r ot
her
acce
ptab
le w
eigh
ts c
apab
le o
f re
tain
ing
the
skir
t in
a v
erti
cal
posi
tion
. Th
e bo
om s
hall
be Y
ello
w o
r In
tern
atio
nal O
rang
e in
col
or.
Anch
ors
capa
ble
of h
oldi
ng t
he f
loat
ing
basi
n bo
om i
n pl
ace
shal
l be
mad
e of
a m
ater
ial
reco
mm
ende
d by
the
man
ufac
ture
r.
(o)
SED
IMEN
TATI
ON
BAS
INS.
Com
pone
nts
of
sedi
men
tati
on
basi
ns
shal
l m
eet
the
requ
irem
ents
sh
own
on
the
plan
s.
Mat
eria
ls f
or t
he c
onst
ruct
ion
of t
he s
edim
enta
tion
bas
ins
shal
l be
sel
ecte
d fr
om t
he l
ists
in
the
Dep
artm
ent’
s "M
ater
ials
, So
urce
s an
d D
evic
es
wit
h Sp
ecia
l Ac
cept
ance
Re
quir
emen
ts"
if
lists
ar
e av
aila
ble
for
the
mat
eria
ls.
If l
ists
are
not
ava
ilabl
e, m
ater
ials
sha
ll be
pro
vide
d in
acc
orda
nce
wit
h al
l ap
plic
able
Dep
artm
ent
spec
ific
atio
ns a
nd s
hall
be o
f a
qual
ity
that
ena
bles
the
sed
imen
tati
on b
asin
to
func
tion
as
inte
nded
for
the
dur
atio
n of
the
nee
d of
the
sed
imen
tati
on b
asin
.Th
e C
ontr
acto
r sh
all s
ubm
it a
des
crip
tion
of
all o
f th
e m
ater
ials
pro
pose
d fo
r th
e co
nstr
ucti
on
of t
he s
edim
enta
tion
bas
ins.
The
pro
pose
d lis
t of
mat
eria
ls s
hall
be s
ubm
itte
d w
ith
the
subm
itta
l of
the
Stor
mw
ater
Man
agem
ent
Plan
(SW
MP)
tha
t is
des
crib
ed in
Sub
arti
cle
108.
04(b
).
(p)
FLO
W B
AFFL
ES.
Flow
Baf
fles
sha
ll be
a r
olle
d er
osio
n co
ntro
l pr
oduc
tsu
ppor
ted
betw
een
post
s w
ith
a w
ire
mes
h ba
ckin
g as
sho
wn
on t
he p
lans
. Th
e po
sts
and
wir
e m
esh
shal
l m
eet
the
sam
e re
quir
emen
ts a
s gi
ven
for
silt
fen
ce.
The
rolle
d er
osio
n co
ntro
l pr
oduc
t sh
all
cons
ist
of 1
00%
coco
nut
(coi
r) f
iber
s an
d m
eet
the
follo
win
g re
quir
emen
ts:
-M
inim
um W
eigh
t of
20
ounc
es p
er s
quar
e ya
rd {
678
gram
s pe
r sq
uare
met
er}
(AST
M D
526
1);
-O
pen
Area
of
50%
as d
eter
min
ed b
y ph
ysic
al m
easu
rem
ent.
A lis
t of
mat
eria
ls a
ccep
tabl
e fo
r us
e in
thi
s ap
plic
atio
n (L
ist
II-24
“TE
MPO
RARY
ERO
SIO
N A
ND
SE
DIM
ENT
CON
TRO
L PR
OD
UCT
S”)
is g
iven
in
the
ALD
OT
man
ual
titl
ed “
Mat
eria
ls,
Sour
ces,
and
Dev
ices
w
ith
Spec
ial A
ccep
tanc
e Re
quir
emen
ts”.
Spec
ial P
rovi
sion
No.
12-
0399
(3)
Page
5of
11
(q)
BASI
N D
EWAT
ERIN
G D
EVIC
ES.
Basi
n D
ewat
erin
g D
evic
es s
hall
be a
pro
duct
or
stru
ctur
e th
at w
ithd
raw
s w
ater
fro
m t
he
surf
ace
of t
he b
asin
and
mee
ts t
he r
equi
rem
ents
tha
t ar
e sh
own
on t
he p
lans
.A
list
of a
ccep
tabl
e ba
sin
dew
ater
ing
devi
ces-
(Lis
t II-
24 “
TEM
PORA
RY E
ROSI
ON
AN
D S
EDIM
ENT
CON
TRO
L PR
OD
UC
TS”)
is
give
n in
th
e AL
DO
T m
anua
l tit
led
“Mat
eria
ls,
Sour
ces,
and
Dev
ices
wit
h Sp
ecia
l Acc
epta
nce
Requ
irem
ents
”.
665.
03 C
onst
ruct
ion
Requ
irem
ents
.(a
) ER
OSI
ON
CO
NTR
OL
AND
RU
NO
FF C
ON
VEYA
NCE
.1.
TEM
PORA
RY S
EED
ING
AN
D M
ULC
HIN
G.
a. In
spec
tion
to
Eval
uate
Tem
pora
ry S
tabi
lizat
ion.
Th
e pr
ojec
t sh
all
be
insp
ecte
d in
ac
cord
ance
w
ith
the
requ
irem
ents
gi
ven
in
Item
107.
21(d
)2.
Area
s of
th
e pr
ojec
t no
t un
derg
oing
ac
tive
co
nstr
ucti
on
shal
l be
ev
alua
ted
for
tem
pora
ry s
tabi
lizat
ion
requ
irem
ents
.b.
Tem
pora
ry M
ulch
ing
Onl
y.At
loc
atio
ns w
here
fin
al g
radi
ng s
houl
d be
com
plet
ed w
ithi
n 60
cal
enda
r da
ys,
all
bare
gro
und
shal
l be
sta
biliz
ed w
ith
tem
pora
ry m
ulch
ing
appl
ied
by e
ithe
r hy
drau
lic o
r co
nven
tion
al
met
hods
at
a ra
te o
f no
less
tha
n 3.
0 to
ns p
er a
cre.
c. T
empo
rary
See
ding
and
Mul
chin
g.At
loc
atio
ns w
here
fin
al g
radi
ng w
ill n
ot b
e co
mpl
eted
wit
hin
60 c
alen
dar
days
, al
l ba
re g
roun
d sh
all b
e st
abili
zed
wit
h te
mpo
rary
see
ding
and
mul
chin
g.G
roun
d pr
epar
atio
n w
ill
not
be
requ
ired
for
tem
pora
ry s
eedi
ng a
nd t
empo
rary
m
ulch
ing
exce
pt a
s fo
llow
s. A
reas
to
be s
eede
d te
mpo
rari
ly s
hall
be l
eft
in a
rou
gh g
rade
d co
ndit
ion.
Ar
eas
that
are
sm
ooth
or
hard
sha
ll be
lig
htly
sca
rifi
ed w
ith
scar
ifyi
ng t
eeth
or
som
e ot
her
acce
ptab
le
met
hod,
run
ning
per
pend
icul
ar t
o th
e di
rect
ion
of w
ater
flo
w.
The
inte
nt o
f th
is s
cari
fyin
g is
to
obta
in
a ro
ugh
area
to
hold
see
d an
d pr
even
t th
e fo
rmat
ion
of r
ills
and
gulle
ys.
Area
s w
here
sig
ht d
ista
nces
m
ust
be m
aint
aine
d sh
all
be b
lade
d sm
ooth
. Al
l de
bris
in
thes
e ar
eas
shal
l be
rem
oved
to
allo
w
mow
ing.
Appl
icat
ion
of 1
000
poun
ds {
1120
kg}
of
8-8-
8 fe
rtili
zer
per
acre
{he
ctar
e} s
hall
be
appl
ied
by e
ithe
r hy
drau
lic o
r co
nven
tion
al m
etho
ds.
Seed
ing
and
mul
chin
g sh
all
also
be
appl
ied
by
eith
er h
ydra
ulic
or
conv
enti
onal
met
hods
at
a ra
te o
f no
les
s th
an 2
.0 t
ons
per
acre
, se
para
tely
or
conc
urre
ntly
wit
h fe
rtili
zer.
d. A
ncho
ring
of
Tem
pora
ry M
ulch
ing
near
Tra
ffic
and
Str
eam
s.Te
mpo
rary
mul
ch w
ithi
n 10
fee
t {3
met
ers}
of
traf
fic
or l
ive
stre
ams
shal
l be
an
chor
ed b
y ei
ther
cri
mpi
ng,
the
appl
icat
ion
of a
tac
kifi
er a
dhes
ive,
or
the
inst
alla
tion
of
a m
ulch
co
ntro
l ne
ttin
g in
acc
orda
nce
wit
h th
e re
quir
emen
ts g
iven
in S
ecti
on 6
56.
e. A
ccep
tanc
e of
Tem
pora
ry S
eedi
ng a
nd M
ulch
ing.
Full
paym
ent
for
Tem
pora
ry M
ulch
ing
will
be
mad
e af
ter
appl
icat
ion
of t
he m
ulch
in
acco
rdan
ce w
ith
the
requ
irem
ents
giv
en i
n Se
ctio
n 65
6. P
aym
ent
for
Tem
pora
ry S
eedi
ng w
ill b
e m
ade
in f
ull
upon
sat
isfa
ctor
y ap
plic
atio
n. A
ccep
tanc
e of
the
Tem
pora
ry S
eedi
ng i
tem
req
uire
s a
cove
r of
liv
ing
plan
ts c
apab
le o
f ef
fect
ivel
y pr
even
ting
soi
l er
osio
n un
til
such
tim
e th
at p
erm
anen
t so
il er
osio
n pr
even
tion
mea
sure
s ca
n be
inst
alle
d.2.
PO
LYET
HEL
ENE.
Poly
ethy
lene
she
ets
shal
l be
pla
ced
to e
limin
ate
soil
eros
ion
on t
he s
urfa
ces
of s
lope
s,
berm
s, d
itch
es,��
and
at o
ther
loc
atio
ns s
how
n on
the
pla
ns,
acce
pted
SW
MP,
or
as d
irec
ted
by t
he
Engi
neer
. Th
e sh
eets
sha
ll be
ins
talle
d fl
at a
nd s
ecur
ely
anch
ored
to
the
grou
nd a
fter
the
gro
und
has
been
cle
ared
of
all
obje
cts
that
may
tea
r th
e sh
eets
. U
pstr
eam
she
ets
shal
l ov
erla
p do
wns
trea
m s
heet
s a
min
imum
of
6 in
ches
{15
0 m
m}.
Anc
hors
are
con
side
red
inci
dent
al t
o th
is w
ork.
3. T
EMPO
RARY
EAR
TH B
ERM
S.Te
mpo
rary
ear
th b
erm
s sh
all
be c
onst
ruct
ed a
t th
e to
p of
cut
or
fill
sect
ions
and
at
othe
r lo
cati
ons
whe
re t
he d
iver
sion
of
wat
er i
s re
quir
ed.
Stre
am d
iver
sion
is
addr
esse
d in
Sec
tion
s 10
7 an
d 52
4. T
empo
rary
ear
th b
erm
s sh
all
be c
onst
ruct
ed a
t lo
cati
ons
show
n on
the
pla
ns,
the
appr
oved
SW
MP
or a
s di
rect
ed b
y th
e En
gine
er.
Tem
pora
ry e
arth
ber
ms
may
be
plat
ed w
ith
poly
ethy
lene
or
aggr
egat
e.
The
heig
ht o
f th
e be
rms
shal
l be
a m
inim
um o
f 2
feet
{60
0 m
m}
afte
r co
mpa
ctio
n. T
he w
idth
of
the
top
of t
he b
erm
sha
ll be
2 f
eet
{600
mm
} w
ith
2:1
side
slo
pes.
The
con
stru
ctio
n of
ber
ms
isen
cour
aged
and
Spec
ial P
rovi
sion
No.
12-
0399
(3)
Page
6of
11
berm
s of
a v
ery
tem
pora
ry n
atur
e m
ay b
e co
nstr
ucte
d by
the
win
drow
ing
of m
ater
ial.
The
re w
ill b
e no
di
rect
pay
men
t fo
r be
rms
not
mee
ting
req
uire
men
ts g
iven
in
this
Sec
tion
and
the
req
uire
men
ts s
how
n in
the
pla
ns.
If P
ay It
em 6
65-T
is n
ot in
clud
ed in
the
con
trac
t, t
he c
ost
of c
onst
ruct
ing
Tem
pora
ry E
arth
Be
rms
will
be
cons
ider
ed in
cide
ntal
to
the
grad
ing
oper
atio
n.4.
TEM
PORA
RY P
IPE.
Tem
pora
ry P
ipe
shal
l be
siz
ed t
o ca
rry
the
anti
cipa
ted
volu
mes
of
flow
and
sha
ll be
in
stal
led
as p
erm
itte
d by
the
Eng
inee
r or
as
show
n on
the
pla
ns.
The
leng
th s
hall
be a
s de
term
ined
by
the
Engi
neer
. Te
mpo
rary
pip
es m
ay b
e pl
aced
wit
hout
the
bed
ding
req
uire
men
ts r
equi
red
for
the
inst
alla
tion
of
perm
anen
t pi
pe.
Pipe
s sh
all
be s
ecur
ely
anch
ored
. An
y re
quir
ed t
ees
or j
oint
sec
tion
s ar
e co
nsid
ered
inc
iden
tal
to t
he w
ork.
En
d tr
eatm
ents
sha
ll be
ins
talle
d in
a m
anne
r to
allo
w t
he p
ipe
to f
unct
ion
effe
ctiv
ely.
5. S
TABI
LIZE
D C
ON
STRU
CTIO
N E
NTR
ANCE
.St
abili
zed
cons
truc
tion
ent
ranc
es s
hall
be c
onst
ruct
ed o
f m
ater
ials
, at
the
loc
atio
ns,
and
to t
he d
imen
sion
s sh
own
on t
he p
lans
, as
mod
ifie
d in
the
acc
epte
d SW
MP
or a
s di
rect
ed b
y th
e En
gine
er.
The
Con
trac
tor
shal
l be
res
pons
ible
for
mai
ntai
ning
the
con
stru
ctio
n en
tran
ce t
o pr
even
t se
dim
ent
trac
king
.6.
DU
ST C
ON
TRO
L.Th
e co
ntra
ctor
sha
ll pr
even
t vi
sibl
e du
st f
rom
lea
ving
the
pro
ject
sit
e by
the
use
of
wat
er,
dust
con
trol
age
nts,
or
othe
ref
fect
ive
mea
ns a
s ap
prov
ed a
nd d
irec
ted
by t
he E
ngin
eer.
Dus
t co
ntro
l sh
all
be c
onsi
dere
d in
effe
ctiv
e w
here
dus
t cr
eate
s a
pote
ntia
lly u
nsaf
e co
ndit
ion,
pub
lic
nuis
ance
or
cond
itio
n en
dang
erin
g th
e va
lue,
uti
lity
or a
ppea
ranc
e of
any
pro
pert
y.Th
ere
will
be
no
dire
ct c
ompe
nsat
ion
for
dust
con
trol
.7.
SLO
PE T
RACK
ING
.Sl
ope
trac
king
or
the
surf
ace
roug
heni
ng o
f sl
opes
sha
ll be
acc
ompl
ishe
d by
the
wal
king
of
tra
cked
equ
ipm
ent
upsl
ope
and
dow
nslo
pe (
not
alon
g th
e sl
ope)
ove
r th
e en
tire
ero
dibl
e ar
ea.
Slop
e tr
acki
ng s
hall
be p
erfo
rmed
on
slop
es t
hat
are
4:1
or s
teep
er a
nd l
onge
r th
an 2
0 fe
et.
Slop
e tr
acki
ng
shal
l be
per
form
ed im
med
iate
ly a
fter
the
fin
al s
hapi
ng o
f th
e sl
ope.
(b)
SED
IMEN
T CO
NTR
OL.
1. P
LAC
EMEN
T O
F SE
DIM
ENT
CON
TRO
L BM
PS IN
STR
EAM
S.Se
dim
ent
cont
rol
BMPs
sha
ll no
t be
pla
ced
in a
liv
e st
ream
for
the
pur
pose
of
capt
urin
g up
land
sed
imen
t. A
ddit
iona
lly,
no l
ive
stre
am s
hall
be d
amm
ed o
r po
nded
for
the
pur
pose
of
wat
er
acce
ss a
nd u
sage
. Se
cond
ary
sedi
men
t co
ntro
l BM
Ps i
n th
e fo
rm o
f Fl
oati
ng B
asin
Boo
ms
may
be
plac
ed
in l
ive
stre
ams
para
llel
to t
he f
low
alo
ng t
he b
ank
only
as
show
n in
the
pla
ns o
r at
the
dir
ecti
on o
f th
eEn
gine
er. 2.
DIT
CH C
HEC
KS.
Dit
ch c
heck
s sh
all b
e co
nstr
ucte
d at
loc
atio
ns s
how
n on
the
pla
ns,
the
acce
pted
SW
MP
or
as d
irec
ted
by t
he E
ngin
eer.
Mat
eria
ls a
nd p
rodu
cts
used
to
cons
truc
t di
tch
chec
ks m
ay i
nclu
de s
and
bags
, ha
y ba
les,
wat
tles
wit
h ge
otex
tile
, si
lt f
ence
, si
lt d
ikes
, or
roc
kw
ith
geot
exti
le.
The
mat
eria
ls
used
sha
ll be
ins
talle
d in
acc
orda
nce
wit
h th
e re
quir
emen
ts g
iven
in
this
Sec
tion
, th
e re
quir
emen
ts
show
n on
the
pla
ns a
nd t
he m
anuf
actu
rer's
rec
omm
enda
tion
s fo
r m
anuf
actu
red
prod
ucts
.3.
SED
IMEN
T BA
RRIE
RS.
Sedi
men
t ba
rrie
rs s
hall
be c
onst
ruct
ed a
t th
e lo
cati
ons
show
n on
the
pla
ns,
the
acce
pted
SW
MP
or w
here
dir
ecte
d by
the
Eng
inee
r to
int
erce
pt s
heet
flo
w r
unof
f an
d to
tre
at c
oncr
ete
was
hout
w
aste
wat
er.
Sedi
men
t ba
rrie
rs u
tiliz
ed f
or s
edim
ent
cont
rol
adja
cent
to
the
cons
truc
tion
lim
its
or a
liv
e st
eam
sha
ll be
ins
talle
d pr
ior
to b
egin
ning
any
gru
bbin
g w
ork
in t
he c
ontr
ibut
ing
drai
nage
are
a.
Type
s of
sed
imen
t ba
rrie
r m
ay i
nclu
de s
ilt f
ence
, ha
y ba
les,
san
d ba
gs,
silt
dik
es o
r w
attl
es.
The
mat
eria
ls u
sed
shal
l be
ins
talle
d in
acc
orda
nce
wit
h th
e re
quir
emen
ts g
iven
in
this
Sec
tion
, th
e re
quir
emen
ts s
how
n on
the
pla
ns a
nd t
he m
anuf
actu
rer's
rec
omm
enda
tion
s fo
r m
anuf
actu
red
prod
ucts
.4.
BRU
SH B
ARRI
ERS.
Brus
h ba
rrie
rs s
hall
be c
onst
ruct
ed a
t th
e lo
cati
ons
show
n on
the
pla
ns,
the
appr
oved
SW
MP
or w
here
dir
ecte
d or
per
mit
ted
by t
he E
ngin
eer.
Bru
sh b
arri
ers
may
be
cons
truc
ted
in r
ural
are
as
whe
re n
atur
al g
roun
d is
slo
ping
aw
ay f
rom
the
pro
ject
. Br
ush
barr
iers
sha
ll be
com
pact
ed t
o a
rela
tive
ly d
ense
bar
rier
wit
h un
ifor
m h
eigh
ts o
f be
twee
n 3
and
5 fe
et a
nd b
ase
wid
ths
of b
etw
een
5
Spec
ial P
rovi
sion
No.
12-
0399
(3)
Page
7of
11
and
10 f
eet
{bet
wee
n 1.
5 m
and
3.0
m}
perp
endi
cula
r to
the
flo
w.
Geo
text
ile u
nder
laym
ent
and
geot
exti
lech
oker
shal
l be
sec
urel
y at
tach
ed t
o th
e fa
ces
of b
rush
bar
rier
s. T
hese
bar
rier
s sh
all
be
rem
oved
whe
n no
long
er n
eede
d un
less
oth
erw
ise
dire
cted
by
the
Engi
neer
.5.
INLE
T PR
OTE
CTI
ON
.In
let
prot
ecti
on s
hall
be i
nsta
lled
at l
ocat
ions
and
in
acco
rdan
ce w
ith
requ
irem
ents
sh
own
on t
he p
lans
for
the
app
ropr
iate
sta
ges
of c
onst
ruct
ion
or a
s di
rect
ed b
y th
e En
gine
er.
Appr
oved
m
anuf
actu
red
prod
ucts
sha
ll be
ins
talle
d as
per
man
ufac
ture
r's r
ecom
men
dati
ons.
Sit
e co
nstr
ucte
d pr
otec
tion
may
inc
lude
wat
tles
, si
lt f
ence
, sa
nd b
ags,
dra
inag
e su
mps
or
othe
r pr
acti
ces
show
n on
the
pl
ans
or d
irec
ted
by t
he E
ngin
eer.
In n
o ca
se w
ill in
-str
uctu
re p
rote
ctio
n be
allo
wed
.St
age
1 In
let
Prot
ecti
on s
hall
be i
nsta
lled
afte
r th
e ou
tflo
w d
rain
age
has
been
ins
talle
d an
d pr
ior
to t
he c
onst
ruct
ion
of t
he i
nlet
. St
age
1 In
let
Prot
ecti
on s
hall
be d
itch
che
cks
and/
or
sedi
men
t ba
rrie
rs a
nd s
hall
allo
w s
uffi
cien
t ac
cess
to
cont
inue
inle
t co
nstr
ucti
on.
Stag
e 2
Inle
t Pr
otec
tion
sha
ll be
ins
talle
d af
ter
the
inle
t is
con
stru
cted
and
pri
or t
o ba
ckfi
lling
. St
age
2 In
let
Prot
ecti
on s
hall
be a
sed
imen
t ba
rrie
r. H
ay b
ales
are
not
acc
epta
ble
for
use
duri
ng t
his
stag
e of
inle
t co
nstr
ucti
on.
Stag
e 3
Prot
ecti
on i
s re
quir
ed a
fter
inl
ets
are
com
plet
ed t
hrou
gh g
rate
ins
talla
tion
and
pr
ior
to c
ompl
ete
stab
iliza
tion
of
the
area
sur
roun
ding
the
inle
t. S
tage
3 In
let
Prot
ecti
on f
or d
rop
inle
ts
shal
l be
in
acco
rdan
ce w
ith
requ
irem
ents
and
det
ails
sho
wn
on t
he p
lans
. St
age
3 In
let
Prot
ecti
on s
hall
be a
man
ufac
ture
d in
let
prot
ecti
on d
evic
e or
con
stru
cted
wit
h co
arse
agg
rega
te,
wat
tles
or
sand
bag
s.
Hay
bal
es a
re n
ot a
ccep
tabl
e fo
r us
e du
ring
thi
s st
age
of in
let
cons
truc
tion
.St
age
4 In
let
Prot
ecti
on f
or d
rop
inle
ts s
hall
be i
n ac
cord
ance
wit
h re
quir
emen
ts s
how
n on
the
pla
ns.
Stag
e 4
Inle
t Pr
otec
tion
sha
ll be
a m
anuf
actu
red
inle
t pr
otec
tion
dev
ice
or c
onst
ruct
ed
wit
h ha
y ba
les,
wat
tles
or
sand
bags
sta
cked
at
leas
t th
ree
bags
hig
h. H
ay b
ales
, sa
nd b
ags
and
wat
tles
sh
all
be u
sed
as a
bar
rier
alo
ng t
he p
erim
eter
of
the
slop
e pa
ved
apro
n as
sho
wn
on t
he p
lans
for
a
min
imum
dis
tanc
e of
20
feet
{6.
1 m
}. I
f im
perv
ious
sur
face
s ex
tend
bey
ond
20 f
eet
{6.1
m},
san
d ba
gs
shal
l be
use
d as
a b
arri
er a
cros
s th
e su
rfac
e 20
fee
t {6
.1 m
} fr
om t
he i
nlet
. St
age
4 Pr
otec
tion
will
onl
y be
req
uire
d w
here
the
re is
sur
roun
ding
impe
rvio
us s
urfa
ces
that
may
rec
eive
sed
imen
t la
den
runo
ff.
All
inle
t pr
otec
tion
ins
talla
tion
s sh
all
be c
onst
ruct
ed t
o en
sure
tha
t ru
noff
doe
s no
t by
pass
the
inl
et.
Com
pone
nts
of i
nlet
pro
tect
ion
may
be
reus
ed o
n fu
ture
ins
talla
tion
s pr
ovid
ed t
he
cond
itio
n m
eets
the
mat
eria
l req
uire
men
ts g
iven
in t
his
Sect
ion.
6. O
UTL
ET P
ROTE
CTI
ON
.O
utle
t pr
otec
tion
req
uire
d by
the
pla
ns o
r di
rect
ed b
y th
e En
gine
er s
hall
be i
nsta
lled
in
acco
rdan
ce w
ith
the
deta
ils s
how
n on
the
pla
ns a
s so
on a
s pr
acti
cabl
e af
ter
the
com
plet
ion
of t
he
drai
nage
str
uctu
res.
7. D
RAIN
AGE
SUM
PS.
Tem
pora
ry d
rain
age
sum
ps s
hall
be c
onst
ruct
ed a
s sh
own
on t
he p
lans
and
in
loca
tion
s di
rect
ed o
r pe
rmit
ted
by t
he E
ngin
eer
usin
g th
e Er
osio
n an
d Se
dim
ent
Cont
rol
Plan
(ES
CP)
as g
uida
nce
for
the
loca
tion
. In
gen
eral
, th
e sh
ape
shou
ld b
e re
ctan
gula
r at
the
sur
face
wit
h th
e lo
nger
dim
ensi
on
para
llel
to t
he f
low
of
wat
er.
The
min
imum
vol
ume
shal
l be
tha
t sh
own
on t
he p
lans
. Su
mps
may
be
cons
truc
ted
wit
h la
rger
vol
umes
as
dire
cted
and
per
mit
ted
by t
he E
ngin
eer.
Cons
truc
tion
of
the
sum
ps s
hall
be a
ccom
plis
hed
by m
etho
ds a
nd e
quip
men
t su
itab
le f
or
the
purp
ose
and
acce
ptab
le t
o th
e En
gine
er.
The
sum
p m
ay b
e su
pple
men
ted
by t
he u
se o
f a
ditc
h ch
eck,
tem
pora
ry p
ipe,
pol
yeth
ylen
e or
oth
er t
empo
rary
ite
ms
show
n on
the
pla
ns o
r ap
prov
ed b
y th
e En
gine
er.
Whe
n th
e su
mp
is d
eem
ed o
f no
fur
ther
use
, it
sha
ll be
bac
kfill
ed w
ith
suit
able
mat
eria
l an
d co
mpa
cted
as
dire
cted
and
the
are
a dr
esse
d an
d sh
aped
to
blen
d w
ith
the
adja
cent
nat
ural
gr
ound
.���
8. S
EDIM
ENTA
TIO
N B
ASIN
S.Se
dim
enta
tion
bas
ins
shal
l be
con
stru
cted
in
acco
rdan
ce w
ith
the
deta
ils s
how
n on
the
pl
ans
and
at t
he l
ocat
ions
sho
wn
on t
he p
lans
or
as d
irec
ted
by t
he E
ngin
eer.
Sed
imen
tati
on b
asin
s sh
all
be c
onst
ruct
ed p
rior
to
begi
nnin
g gr
adin
g op
erat
ions
in
the
cont
ribu
ting
dra
inag
e ar
ea.
Whe
re
sedi
men
tati
on b
asin
s ar
e to
be
cons
truc
ted
in l
ocat
ions
whe
re p
erm
anen
t di
tche
s ar
e re
quir
ed,
the
requ
ired
dit
ch l
ines
and
gra
des
shal
l be
uti
lized
for
the
con
stru
ctio
n of
the
sed
imen
tati
on b
asin
s.
Dur
ing
rem
oval
of
the
sedi
men
tati
on b
asin
, ag
greg
ate
used
to
cons
truc
t th
e se
dim
enta
tion
bas
in m
ay
Spec
ial P
rovi
sion
No.
12-
0399
(3)
Page
8of
11
rem
ain
in t
he d
itch
as
a pe
rman
ent
linin
g. S
edim
enta
tion
bas
ins
are
desi
gned
to
allo
w t
he r
emov
al o
f se
dim
ent
and
turb
idit
y fr
om s
torm
wat
er r
unof
f by
the
flo
ccul
atio
n an
d se
ttle
men
t of
sus
pend
ed
part
icle
s. T
he r
emov
al o
f se
dim
ent
and
turb
idit
y sh
all
be a
ccom
plis
hed
by t
he r
eten
tion
of
stor
mw
ater
ru
noff
in
the
basi
n fo
r a
peri
od o
f ti
me
befo
re c
ompl
etel
y dr
aini
ng.
In n
o ca
se s
hall
sedi
men
t be
al
low
ed t
o ex
ceed
one
thi
rd o
f th
e he
ight
of
the
fore
bay
or d
rain
age
sum
p ad
jace
nt t
o th
e in
let
of t
he
basi
n.Ac
cess
roa
ds t
o fa
cilit
ate
mai
nten
ance
eff
orts
sha
ll be
con
stru
cted
of
mat
eria
ls,
at t
he
loca
tion
s, a
nd t
o th
e di
men
sion
s sh
own
on t
he p
lans
, as
mod
ifie
d in
the
acc
epte
d SW
MP
or a
s di
rect
ed
by t
he E
ngin
eer.
The
Con
trac
tor
shal
l be
res
pons
ible
for
mai
ntai
ning
the
acc
ess
road
unt
il di
rect
ed b
y th
e En
gine
er t
o pe
rfor
m b
asin
rem
oval
or
retr
ofit
. Th
e Co
ntra
ctor
sha
ll ta
ke c
are
duri
ng r
emov
al o
f ac
cum
ulat
ed s
edim
ent
to n
ot p
unct
ure
the
basi
n lin
er.
The
Con
trac
tor
shal
l al
so t
ake
care
dur
ing
rem
oval
or
retr
ofit
of
the
sedi
men
tati
on b
asin
to
not
exca
vate
pas
t th
e or
igin
al b
asin
bot
tom
ele
vati
on
unle
ss o
ther
wis
e di
rect
ed b
y th
e En
gine
er.
9. F
LOW
BAF
FLES
.Fl
ow B
affl
es s
hall
be i
nsta
lled
in s
edim
enta
tion
bas
ins
or d
itch
app
licat
ions
as
requ
ired
by
the
pla
ns t
o re
duce
the
vel
ocit
y of
sto
rmw
ater
run
off.
The
y sh
all b
e in
stal
led
in a
ccor
danc
e w
ith
the
deta
ils s
how
n on
the
pla
ns.
10.
BASI
N D
EWAT
ERIN
G D
EVIC
ES.
Basi
n D
ewat
erin
g D
evic
es s
hall
be i
nsta
lled
in s
edim
enta
tion
bas
ins
in a
ccor
danc
e w
ith
the
deta
ils s
how
n on
the
pla
ns.
Each
dev
ice
shal
l be
cap
able
of
dew
ater
ing
the
full
capa
city
of
the
basi
n ov
er a
per
iod
of 7
2 ho
urs
unle
ss o
ther
wis
e sp
ecif
ied
in t
he p
lans
.Ea
ch d
evic
e sh
all
have
a s
huto
ff
valv
e on
the
out
let
pipe
tha
t sh
ould
rem
ain
clos
ed u
ntil
disc
harg
es m
eet
stat
e w
ater
qua
lity
stan
dard
s an
d th
e re
quir
emen
ts o
f th
e AD
EM N
PDES
Gen
eral
Per
mit
.11
. FL
OAT
ING
BAS
IN B
OO
MS.
Floa
ting
bas
in b
oom
s sh
all
be i
nsta
lled
only
for
sec
onda
ry s
edim
ent
cont
ainm
ent
or t
o pr
even
t th
e m
igra
tion
of
sedi
men
t w
ithi
n a
wat
er b
ody.
Flo
atin
g Ba
sin
Boom
s sh
all
be i
nsta
lled
at t
he
loca
tion
s sh
own
on t
he p
lans
, th
e ac
cept
ed S
WM
P or
as
dire
cted
by
the
Engi
neer
. In
stal
lati
on s
hall
be
as s
how
n on
the
pla
ns a
nd a
s re
com
men
ded
by t
he m
anuf
actu
rer.
Bas
in B
oom
s sh
all
not
be i
nsta
lled
in
loca
tion
s w
here
the
y w
ill n
ot b
e ef
fect
ive
or i
n co
ndit
ions
whe
re c
onti
nuou
s m
aint
enan
ce i
s no
t pr
acti
cal.
(c)
MAI
NTE
NAN
CE A
ND
REM
OVA
L RE
QU
IREM
ENTS
.Th
e Co
ntra
ctor
sha
ll be
res
pons
ible
for
dai
lyin
spec
tion
, da
ilypr
even
tati
ve m
aint
enan
ce a
nd
imm
edia
te r
epai
rs o
f al
l te
mpo
rary
soi
l er
osio
n an
d se
dim
ent
cont
rol
item
s. T
he C
ontr
acto
r sh
all
mai
ntai
n on
-sit
e,
or
have
re
adily
av
aila
ble,
su
ffic
ient
er
osio
n an
d se
dim
ent
cont
rol
devi
ces
and
mat
eria
ls t
o pe
rfor
m m
aint
enan
ce,
repa
irs,
and
pre
pare
the
sit
e fo
r im
pend
ing
rain
eve
nts.
All
BMPs
w
hich
cap
ture
sed
imen
t sh
all
be c
lean
ed b
y th
e re
mov
al a
nd d
ispo
sal
of s
edim
ent
whe
n th
e ho
ldin
g ca
paci
ty r
each
es o
ne t
hird
ful
l an
d w
hen
nece
ssar
y fo
r th
e BM
P to
rem
ain
func
tion
al.
Any
offs
ite
sedi
men
t lo
ss s
hall
be r
emov
ed a
s di
rect
ed b
y th
e En
gine
er.
Any
offs
ite-
trac
king
of
sedi
men
t on
to
publ
ic r
oadw
ays
shal
l be
rem
oved
and
con
stru
ctio
n en
tran
ces
shal
l be
sta
biliz
ed a
s ne
eded
.Se
dim
ent
rem
oved
dur
ing
the
mai
nten
ance
of
BMPs
or
colle
cted
fro
m o
ff-s
ite
clea
nup
shou
ld b
e re
inco
rpor
ated
in
to t
he s
ite
or d
ispo
sed
of a
s ap
prov
ed b
y th
e En
gine
er.
All
tem
pora
ry s
oil e
rosi
on a
nd s
edim
ent
cont
rol
BMPs
sha
ll be
rem
oved
fro
m t
he p
roje
ct w
hen
no l
onge
r ne
eded
unl
ess
show
n ot
herw
ise
on t
he p
lans
, th
e ac
cept
edSW
MP,
or
dire
cted
or
perm
itte
d by
the
Eng
inee
r. R
emov
al o
f te
mpo
rary
con
trol
s sh
all
be o
nly
afte
r pe
rman
ent
cont
rols
are
in p
lace
and
fu
ncti
onin
g pr
oper
ly.
The
rem
oval
of
all
cont
rols
sha
ll be
fol
low
ed b
y th
e im
med
iate
sta
biliz
atio
n of
th
e ar
ea a
s di
rect
ed b
y th
e En
gine
er.
665.
04 M
etho
d of
Mea
sure
men
t.(a
) TE
MPO
RARY
SEE
DIN
G.
Tem
pora
ry S
eedi
ng (
Item
665
-A)
will
be
mea
sure
d in
acr
es {
hect
ares
} co
mpu
ted
from
sur
face
m
easu
rem
ents
tak
en p
aral
lel
to t
he t
reat
ed s
urfa
ce.
Com
puta
tion
s w
illbe
to
the
near
est
0.1
of a
n ac
re
{0.0
1 ha
}.
Spec
ial P
rovi
sion
No.
12-
0399
(3)
Page
9of
11
(b)
TEM
PORA
RY M
ULC
HIN
G.
Tem
pora
ry M
ulch
ing
(Ite
m 6
65-B
) w
ill b
e m
easu
red
in u
nits
of
tons
{m
etri
c to
ns}.
Pr
oof
of
mat
eria
l w
eigh
t sh
all
be p
rovi
ded
to t
he E
ngin
eer
by t
he C
ontr
acto
r up
on d
eliv
ery
of t
he m
ater
ials
to
the
proj
ect
site
. Th
e w
eigh
t ti
cket
sha
ll co
ntai
n al
l it
ems
requ
ired
in
Suba
rtic
le 1
09.0
1(h)
2. w
ith
the
exce
ptio
n of
the
nam
e of
the
pro
duce
r an
d th
e tr
uck
num
ber.
(c)
TEM
PORA
RY P
IPE.
Tem
pora
ry P
ipe
(Ite
m 6
65-C
) w
ill b
e m
easu
red
in l
inea
r fe
et{m
eter
s} t
o th
e ne
ares
t fo
ot {
0.1
m}
wit
h m
easu
rem
ents
tak
en a
long
the
cen
ter
line
of t
he p
ipe.
(d)
POLY
ETH
YLEN
E.Po
lyet
hyle
ne s
heet
s (I
tem
665
-E)
will
be
mea
sure
d in
squ
are
yard
s {s
quar
e m
eter
s} c
ompu
ted
from
sur
face
mea
sure
men
ts o
f th
e ar
ea t
reat
ed.
Com
puta
tion
s w
ill b
e to
the
nea
rest
0.1
squ
are
yard
{0
.1 s
quar
e m
eter
}.
(e)
TEM
PORA
RY E
ARTH
BER
MS.
Tem
pora
ry E
arth
Ber
ms
(Ite
m 6
65-T
) w
ill b
e m
easu
red
in l
inea
r fe
et {
met
ers}
to
the
near
est
foot
{0.
1 m
eter
} w
ith
mea
sure
men
ts t
aken
alo
ng t
he t
op o
f th
e be
rm.
Aggr
egat
e or
pol
yeth
ylen
e pr
otec
tion
will
be
paid
sep
arat
ely
if d
irec
ted
or p
erm
itte
d by
the
Eng
inee
r. T
here
will
be
no d
irec
t pa
ymen
t fo
r be
rms
not
mee
ting
req
uire
men
ts g
iven
in t
his
Sect
ion
or s
how
n in
the
pla
ns.
(f)
TEM
PORA
RY C
OAR
SE A
GG
REG
ATE.
Tem
pora
ry C
oars
e Ag
greg
ate
(Ite
m 6
65-N
) w
ill b
e m
easu
red
in u
nits
of
tons
{m
etri
c to
ns}.
(g)
TEM
PORA
RY R
IPRA
P.Te
mpo
rary
Rip
rap
(Ite
m 6
65-I
) w
ill b
e m
easu
red
in u
nits
of
tons
{m
etri
c to
ns}.
Geo
text
ile
inst
alle
d bo
thas
und
erla
ymen
t an
d as
a ch
oker
for
ripr
ap d
itch
che
cks
shal
l be
mea
sure
d se
para
tely
an
d pa
ymen
t m
ade
in a
ccor
danc
e w
ith
the
requ
irem
ents
giv
en i
n Se
ctio
n 61
0.If
pro
vide
d in
the
pla
ns,
ston
e us
ed f
or c
hoki
ng s
hall
be m
easu
red
sepa
rate
ly a
nd p
aid
in a
ccor
danc
e w
ith
the
appr
opri
ate
pay
item
. (h)
HAY
BAL
ES.
Hay
Bal
es (
Item
665
-F)
will
be
mea
sure
d pe
r ea
ch b
ale
unle
ss u
sed
in S
tage
4 In
let
Prot
ecti
on.
(i)
SAN
D B
AGS.
Sand
Bag
s (I
tem
665
-G)
will
be
mea
sure
d pe
r ea
ch b
ag u
nles
s us
ed i
n St
age
3 or
4 I
nlet
Pr
otec
tion
.
(j)
SILT
FEN
CE A
ND
SIL
T FE
NCE
REM
OVA
L.Si
lt F
ence
(It
em 6
65-J
) an
d Si
lt F
ence
Rem
oval
(It
em 6
65-O
) w
ill b
e m
easu
red
alon
g th
e to
p of
th
e fe
nce
fabr
ic in
line
ar f
eet
{met
ers}
to
the
near
est
foot
{0.
1 m
}.
(k)
WAT
TLES
.W
attl
es (
Item
665
-Q)
will
be
mea
sure
d af
ter
inst
alla
tion
in
linea
r fe
et {
met
ers}
to
the
near
est
0.1
foot
{0.
01 m
eter
} w
ith
mea
sure
men
ts t
aken
alo
ng t
he t
op o
f th
e w
attl
e in
stal
lati
on u
nles
s us
ed i
n St
age
3 or
4 I
nlet
Pro
tect
ion.
Wat
tles
ins
talle
d as
sed
imen
t ba
rrie
rs o
r di
tch
chec
ks s
hall
have
a
diam
eter
of
20 i
nche
s {5
00 m
m}
veri
fied
by
mea
sure
men
t of
the
cir
cum
fere
nce
anyw
here
alo
ng t
he
leng
th o
f th
e w
attl
e w
hich
sha
ll be
at
leas
t 56
inc
hes
{1.4
2 m
}. P
aym
ent
for
stac
ked
wat
tles
will
be
mad
e at
the
con
trac
t pr
ice
for
a si
ngle
20
inch
{50
0 m
m}
diam
eter
wat
tle.
Wat
tles
ins
talle
d as
slo
pe
inte
rrup
ters
sha
ll ha
ve a
dia
met
er o
f 9
inch
es {
230
mm
} ve
rifi
ed b
y m
easu
rem
ent
of t
he c
ircu
mfe
renc
e an
ywhe
re
alon
g th
e le
ngth
of
th
e w
attl
e w
hich
sh
all
be
at
leas
t 25
in
ches
{0
.64
m}.
Fi
eld
mea
sure
men
ts w
ill b
e us
ed t
o ve
rify
len
gths
sho
wn
on s
hipp
ing
docu
men
tati
on.
The
less
er o
f th
e tw
o le
ngth
s w
ill b
e us
ed f
or p
aym
ent.���
Geo
text
ile i
nsta
lled
as u
nder
laym
ent
for
wat
tle
ditc
h ch
ecks
sha
ll be
mea
sure
dse
para
tely
and
pay
men
t m
ade
in a
ccor
danc
e w
ith
the
requ
irem
ents
giv
en in
Sec
tion
610
.
(l)
SILT
DIK
ES.
Silt
Dik
es (
Item
665
-R)
will
be
mea
sure
d in
lin
ear
feet
{m
eter
s} t
o th
e ne
ares
t 0.
1 fo
ot {
0.01
m
eter
} w
ith
mea
sure
men
ts t
aken
alo
ng t
he t
op o
f th
e di
ke.
(m)
BRU
SH B
ARRI
ERS.
Brus
h Ba
rrie
rs (
Item
665
-S)
will
be
mea
sure
d in
lin
ear
feet
{m
eter
s} t
o th
e ne
ares
t fo
ot {
0.1
met
er}
wit
h m
easu
rem
ents
ta
ken
alon
g th
e to
p of
th
e ba
rrie
r.
Geo
text
ilein
stal
led
both
as
Spec
ial P
rovi
sion
No.
12-
0399
(3)
Page
10
of 1
1
unde
rlay
men
t an
d as
a ch
oker
will
be
mea
sure
d se
para
tely
and
pay
men
t m
ade
in a
ccor
danc
e w
ith
the
requ
irem
ents
giv
en in
Sec
tion
610
.
(n)
INLE
T PR
OTE
CTIO
N.
Mat
eria
ls u
sed
to c
onst
ruct
Sta
ge 1
and
2 I
nlet
Pro
tect
ion
will
be
mea
sure
d fo
r pa
ymen
t as
ap
prop
riat
e fo
r it
ems
such
as
silt
fen
ce,
wat
tles
, ha
y ba
les,
etc
. Th
is a
lso
appl
ies
to c
urb
inle
t pr
otec
tion
nec
essa
ry b
eyon
d St
age
2.St
ages
3 a
nd 4
Inle
t Pr
otec
tion
(It
em 6
65-P
) fo
r dr
op in
lets
will
be
mea
sure
d pe
r ea
ch s
tage
of
each
inle
t pr
otec
ted
if p
rote
cted
in a
ccor
danc
e w
ith
the
deta
ils s
how
n on
the
pla
ns.
(o)
DRA
INAG
E SU
MP
EXCA
VATI
ON
.D
rain
age
Sum
p Ex
cava
tion
(It
em 6
65-K
) w
illbe
mea
sure
d in
cub
ic y
ards
{cu
bic
met
ers}
co
mpu
ted
from
dim
ensi
ons
of t
he s
ump
size
and
dep
th a
ppro
ved
by t
he E
ngin
eer.
Mat
eria
l re
mov
ed
duri
ng s
ump
mai
nten
ance
ope
rati
ons
will
be
mea
sure
d fo
r pa
ymen
t as
Dra
inag
e Su
mp
Exca
vati
on t
o th
e ne
ares
t cu
bic
yard
{0.1
cub
ic m
eter
}. N
o m
easu
rem
ent
will
be
mad
e fo
r m
ater
ial
used
as
back
fill
whe
n th
e su
mp
is c
lose
d.Re
mov
al o
f se
dim
ent
colle
cted
by
sedi
men
tati
on b
asin
s, s
edim
ent
rete
ntio
n ba
rrie
rs,
ditc
h ch
ecks
and
inl
et p
rote
ctio
n w
ill b
e m
easu
red
as d
rain
age
sum
pex
cava
tion
if
soil
eros
ion
is b
eing
pr
even
ted
to t
he m
axim
um e
xten
t pr
acti
cabl
e.If
the
pro
posa
l doe
s no
t co
ntai
n th
is it
em,
mea
sure
men
t an
d pa
ymen
t w
ill b
e m
ade
unde
r th
e It
em o
f U
ncla
ssif
ied
Exca
vati
on.
Mat
eria
l re
mov
ed w
ill n
ot b
e pa
id a
s m
uck
exca
vati
on r
egar
dles
s of
th
e co
nsis
tenc
y.
(p)
SED
IMEN
TATI
ON
BAS
INS.
Each
com
pone
nt a
nd w
ork
item
req
uire
d fo
r th
e co
nstr
ucti
on o
f a
Sedi
men
tati
on
Basi
n w
ill
be
mea
sure
d in
divi
dual
ly
for
paym
ent.
Ex
cava
tion
an
d em
bank
men
t w
ill
be
mea
sure
d as
Unc
lass
ifie
d Ex
cava
tion
. Re
mov
al o
f ca
ptur
ed s
edim
ent
will
be
mea
sure
d as
D
rain
age
Sum
p Ex
cava
tion
. Ty
pica
l it
ems
requ
ired
to
cons
truc
t th
e se
dim
enta
tion
bas
in m
ay
incl
ude
uncl
assi
fied
exc
avat
ion,
agg
rega
tes,
rip
rap,
filt
er f
abri
c, p
olye
thyl
ene,
flo
w b
affl
es,
rolle
d er
osio
nco
ntro
l pr
oduc
ts,
seed
ing,
ba
sin
dew
ater
ing
devi
ce,
tem
pora
ry
pipe
, et
c.Ac
cess
roa
ds t
o se
dim
enta
tion
bas
ins,
as
show
n in
the
pla
ns o
r as
dir
ecte
d by
the
Eng
inee
r,w
ill b
e m
easu
red
sepa
rate
ly a
nd p
aym
ent
mad
e as
Tem
pora
ry C
oars
e Ag
greg
ate
(Ite
m 6
65-N
) an
d ge
otex
tile
in
acco
rdan
ce w
ith
the
requ
irem
ents
giv
en i
n Se
ctio
n 61
0, u
nles
s ot
herw
ise
spec
ifie
d in
the
pla
ns.
No
mea
sure
men
t w
ill b
e m
ade
for
acce
ss r
oads
ins
talle
d w
itho
ut t
he
appr
oval
of
the
Engi
neer
.(q
) FL
OW
BAF
FLES
.Fl
ow B
affl
es (
Item
665
-H)
will
be
mea
sure
d al
ong
the
top
of t
he b
affl
e m
ater
ial
in l
inea
r fe
et
{met
ers}
to
the
near
est
foot
{0.
1 m
}.
(r)
BASI
N D
EWAT
ERIN
G D
EVIC
ES.
Basi
n D
ewat
erin
g D
evic
es (
Item
665
-X)
will
be
mea
sure
d pe
r ea
ch.
Elev
ated
dev
ice
rest
, ou
tlet
pip
es,
valv
es,
and
end
trea
tmen
ts s
ervi
ng t
he b
asin
dew
ater
ing
devi
ce a
re c
onsi
dere
d to
be
a pa
rt o
f th
e de
vice
and
will
not
be
mea
sure
d se
para
tely
for
pay
men
t.
(s)
TEM
PORA
RY P
IPE
END
TREA
TMEN
TS.
Tem
pora
ry P
ipe
End
Trea
tmen
ts (
Item
665
-D)
will
be
mea
sure
d pe
r ea
ch.
(t)
FLO
ATIN
G B
ASIN
BO
OM
S.
Floa
ting
Bas
in B
oom
s (I
tem
665
-L)
will
be
mea
sure
d in
lin
ear
feet
{m
eter
s} t
o th
e ne
ares
t 0.
1 fo
ot {
0.01
met
er}
wit
h m
easu
rem
ents
tak
en a
long
the
top
line
of
the
boom
.
665.
05 B
asis
of
Paym
ent.
(a)
UN
IT P
RICE
CO
VERA
GE.
The
unit
pri
cefo
r al
l te
mpo
rary
ero
sion
and
sed
imen
tco
ntro
l it
ems,
exc
ept
drai
nage
sum
psan
d si
lt f
ence
,sh
all
be f
ull
com
pens
atio
n fo
r fu
rnis
hing
all
mat
eria
ls u
nles
s ot
herw
ise
note
d, t
he
Spec
ial P
rovi
sion
No.
12-
0399
(3)
Page
11
of 1
1
cons
truc
tion
and
ins
talla
tion
of
the
mat
eria
ls i
nto
com
plet
e er
osio
n or
sed
imen
t co
ntro
l m
easu
res,
and
shal
l in
clud
e al
l eq
uipm
ent,
too
ls,
labo
r an
d in
cide
ntal
s ne
cess
ary
to c
ompl
ete
the
wor
k, t
o pe
rfor
m
mai
nten
ance
to
keep
wor
k in
an
acce
ptab
le c
ondi
tion
, an
d to
rem
ove
the
item
s w
hen
no l
onge
r ne
eded
as
dir
ecte
d by
the
Eng
inee
r. T
he e
xcav
atio
n of
sed
imen
t co
llect
ed b
y dr
aina
ge s
umps
, di
tch
chec
ks,
sedi
men
t ba
rrie
rs a
nd o
ther
sed
imen
t co
ntro
l BM
Ps w
ill b
e co
nsid
ered
for
pay
men
t as
Dra
inag
e Su
mp
Exca
vati
on a
s lo
ng a
s er
osio
n is
bei
ng c
ontr
olle
d to
the
max
imum
ext
ent
prac
tica
ble.�D
irec
t pa
ymen
t w
ill b
e m
ade
for
the
rem
oval
of
silt
fen
ce.
Paym
ent
for
Stag
e 3
and
Stag
e 4
Inle
t Pr
otec
tion
sh
all
incl
ude
the
inst
alla
tion
an
d m
aint
enan
ce o
f al
l ite
ms
at q
uant
itie
s sh
own
on t
he p
lans
as
bein
g re
quir
ed o
r pe
rmit
ted.
Paym
ent
for
sedi
men
tati
on b
asin
s w
ill b
e m
ade
for
indi
vidu
al c
ompo
nent
s an
d w
ork
item
s re
quir
ed f
or c
onst
ruct
ion
and
shal
l be
ful
l co
mpe
nsat
ion
for
the
inst
alla
tion
, m
aint
enan
ce a
nd r
emov
al
of a
ll co
mpo
nent
s of
the
sed
imen
tati
on b
asin
as
cons
truc
ted
in a
ccor
danc
e w
ith
requ
irem
ents
sho
wn
on
the
plan
s.Pa
ymen
t fo
r ac
cess
roa
ds t
o se
dim
enta
tion
bas
ins
will
be
mad
e fo
r in
divi
dual
com
pone
nts
requ
ired
for
the
con
stru
ctio
n an
d sh
all
be f
ull
com
pens
atio
n fo
r th
e in
stal
lati
on,
mai
nten
ance
and
re
mov
al w
hen
no l
onge
r ne
eded
as
dire
cted
by
the
Engi
neer
.In
the
eve
nt t
hat
addi
tion
alte
mpo
rary
or
perm
anen
t er
osio
nan
d se
dim
ent
cont
rol
mea
sure
s be
com
e ne
cess
ary
due
to
the
negl
igen
ce
or
acti
ons
of
the
Cont
ract
or,
or
for
the
cont
ract
or’s
co
nven
ienc
e th
e te
mpo
rary
w
ork
shal
l be
pe
rfor
med
at
th
e Co
ntra
ctor
's ex
pens
e.
Tem
pora
ry
or
perm
anen
t er
osio
n co
ntro
l m
easu
res
inst
alle
d in
pre
viou
sly
stab
ilize
d ar
eas
that
are
nec
essa
ry d
ue t
o re
quir
ed w
ork
sequ
enci
ng w
ill b
e pa
id a
s ou
tlin
ed in
thi
s se
ctio
n.Pa
ymen
t w
ill n
ot b
e m
ade
for
any
tem
pora
ry e
rosi
on o
r se
dim
ent
cont
rol
mea
sure
s in
stal
led
due
to t
he m
etho
ds c
hose
n by
the
Con
trac
tor
to p
erfo
rm t
he r
equi
red
wor
k. M
easu
res
incl
ude
thos
e ut
ilize
d fo
r co
nven
ienc
e, f
or a
cces
s to
the
wor
k (w
ork
brid
ges
or p
latf
orm
s, s
trea
m c
ross
ings
, ac
cess
ro
ads,
hau
l ro
ads)
,th
ose
utili
zed
for
trea
ting
or
hand
ling
wat
er i
n or
der
to a
ssis
t th
e Co
ntra
ctor
in
the
exec
utio
n of
the
wor
k (d
iver
sion
s, d
ewat
erin
g, c
onve
yanc
es)
or t
hose
uti
lized
for
pro
tect
ing
the
Cont
ract
or's
wor
k or
sta
ging
are
as.
Paym
ent
will
als
o no
t be
mad
e fo
r m
easu
res
inst
alle
d ou
tsid
e of
the
ri
ght
of w
ay o
r ea
sem
ents
suc
h as
mat
eria
l pit
s, h
aul o
r ac
cess
roa
ds,
plan
t si
tes,
and
sta
ging
are
as.
(b)
PAYM
ENT
WIL
L BE
MAD
E U
ND
ER IT
EM N
O.:
665-
A T
empo
rary
See
ding
-pe
r ac
re {
hect
are}
665-
B T
empo
rary
Mul
chin
g -
per
ton
{met
ric
ton}
665-
C T
empo
rary
Pip
e -
per
linea
r fo
ot {
met
er}
665-
D T
empo
rary
Pip
e En
d Tr
eatm
ent
–pe
r ea
ch66
5-E
Pol
yeth
ylen
e -
per
squa
re y
ard
{squ
are
met
er}
665-
F H
ay B
ales
-pe
r ea
ch66
5-G
San
d Ba
gs -
per
each
��66
5-H
Flo
wBa
ffle
–pe
r lin
ear
foot
{m
eter
}66
5-I
Tem
pora
ry R
ipra
p, C
lass
___
_ -
per
ton
{met
ric
ton}
665-
J S
ilt F
ence
-pe
r lin
ear
foot
{m
eter
}66
5-K
Dra
inag
e Su
mp
Exca
vati
on -
per
cubi
c ya
rd {
cubi
c m
eter
}66
5-L
Flo
atin
g Ba
sin
Boom
-pe
r lin
ear
foot
{m
eter
}66
5-N
Tem
pora
ry C
oars
e Ag
greg
ate,
ALD
OT
Num
ber
____
-pe
r to
n {m
etri
c to
n}66
5-O
Silt
Fen
ce R
emov
al -
per
linea
r fo
ot {
met
er}
665-
P In
let
Prot
ecti
on,
Stag
e 3
or 4
–pe
r ea
ch66
5-Q
Wat
tle
-pe
r lin
ear
foot
{m
eter
}66
5-R
Silt
Dik
e -
per
linea
r fo
ot {
met
er}
665-
S B
rush
Bar
rier
-pe
r lin
ear
foot
{m
eter
}66
5-T
Tem
pora
ry E
arth
Ber
m -
per
linea
r fo
ot {
met
er}
665-
X B
asin
Dew
ater
ing
Dev
ice
–pe
r ea
ch
ALA
BAM
A D
EPA
RTM
ENT
OF
TRA
NSP
ORT
ATI
ON
DAT
E: M
arch
28,
2013
S
peci
al P
rovi
sion
No.
12-
0575
EFFE
CTIV
E D
ATE:
Augu
st 1
, 20
13
SUBJ
ECT:
Stor
mw
ater
Tur
bidi
tyCo
ntro
l.
Alab
ama
Stan
dard
Spe
cifi
cati
ons,
201
2Ed
itio
n, s
hall
be m
odif
ied
by t
he a
ddit
ion
of t
he f
ollo
win
gSe
ctio
n 67
2:
SECT
ION
672
STO
RMW
ATE
R TU
RBID
ITY
CON
TRO
L67
2.01
Des
crip
tion
.Th
is S
ecti
on s
hall
cove
r ac
tive
and
pas
sive
tre
atm
ent
met
hods
of r
educ
ing
the
turb
idit
y le
vel
of
cons
truc
tion
sto
rmw
ater
. Tu
rbid
ity
isty
pica
lly t
he r
esul
t of
fin
e so
ilpa
rtic
les
of e
rodi
ble
mat
eria
lex
pose
d du
ring
con
stru
ctio
n, d
islo
dged
by
prec
ipit
atio
n an
d ru
noff
, an
d su
bseq
uent
ly s
uspe
nded
in
stor
mw
ater
. Co
nven
tion
al m
eans
of
eros
ion
and
sedi
men
t co
ntro
l ar
e no
t de
sign
ed t
o re
mov
etu
rbid
ity
from
con
stru
ctio
n st
orm
wat
er.
Addi
tion
al m
easu
res
mus
t be
im
plem
ente
d to
rem
ove
the
susp
ende
d m
ater
ials
from
the
wat
er.
Che
mic
al f
locc
ulan
ts a
re u
sed
to i
ncre
ase
the
part
icle
siz
e of
sus
pend
ed
mat
eria
ls m
akin
g th
em e
asie
r to
rem
ove.
Pri
or t
o di
scha
rgin
g co
nstr
ucti
on s
torm
wat
er,
floc
cula
ted
mat
eria
ls s
houl
d be
rem
oved
to
the
max
imum
ext
ent
prac
tica
ble.
Acti
ve t
reat
men
t sh
ould
be
used
as
a su
pple
men
t to
pas
sive
tre
atm
ent
for
stor
mw
ater
dis
char
ges
that
do
not
mee
t w
ater
qua
lity
stan
dard
s. A
ctiv
e tr
eatm
ent
typi
cally
em
ploy
s m
echa
nica
l pu
mpi
ng o
f ca
ptur
ed s
torm
wat
er a
s th
e m
eans
of
intr
oduc
ing
floc
cula
ntpr
ior
to m
echa
nica
l filt
erin
g of
flo
ccul
ated
m
ater
ials
.Pa
ssiv
e tr
eatm
ent
typi
cally
em
ploy
s pr
ecip
itat
ion
and
runo
ff
as
the
mea
ns
of
intr
oduc
ing
floc
cula
nt p
rior
to
phys
ical
set
tlin
g of
flo
ccul
ated
mat
eria
ls,
typi
cally
by
mea
ns o
f fi
lter
ing
devi
ces
and
sedi
men
tati
on b
asin
s.
672.
02 M
ater
ials
.(a
) AC
TIVE
TRE
ATM
ENT
SYST
EM.
The
Acti
ve T
reat
men
t Sy
stem
sha
ll be
des
igne
d to
tre
at a
nd r
educ
e th
e tu
rbid
ity
leve
l of
co
nstr
ucti
on s
torm
wat
er d
isch
arge
sto
mee
t st
ate
wat
er q
ualit
y st
anda
rds
and
the
requ
irem
ents
of
the
NPD
ES C
onst
ruct
ion
Gen
eral
Per
mit
at
the
flow
rate
req
uire
d in
the
pla
ns.
The
Acti
ve T
reat
men
t Sy
stem
fl
owra
te s
peci
fied
is
desi
gned
to
dew
ater
the
bas
in w
ithi
n 10
hou
rs.
Typi
cal
equi
pmen
t an
d m
ater
ials
m
ay i
nclu
de p
umps
, m
anif
olds
, fl
occu
lant
s, f
ilter
bag
s, s
and
med
ia f
ilter
s an
d ot
her
item
s de
sign
ed t
o re
mov
esu
spen
ded
mat
eria
lsfr
om
cons
truc
tion
st
orm
wat
er.
The
Con
trac
tor
shal
l su
bmit
to
th
e En
gine
er t
he p
ropo
sed
Acti
ve T
reat
men
t Sy
stem
for
rev
iew
as
part
of
the
Cont
ract
or’s
Sto
rmw
ater
M
anag
emen
t Pl
an t
hat
is d
escr
ibed
inSu
bart
icle
108
.04(
b).
(b)
FLO
CCU
LAN
T.Fl
occu
lant
sha
ll be
of
the
type
tha
t is
man
ufac
ture
d fo
r us
e in
red
ucin
gtu
rbid
ity
caus
ed b
y so
il er
osio
n an
d se
dim
ent
tran
spor
t.Al
l fo
rms
of F
locc
ulan
t ut
ilize
d on
a p
roje
ct s
hall
be c
ompa
tibl
e an
d sh
all
be p
rovi
ded
from
a s
ingl
e m
anuf
actu
rer.
Floc
cula
nt m
aybe
in
the
form
of
bloc
ks,
pow
der,
so
ck s
ets
or o
ther
non
-liq
uid
form
s.Li
quid
for
ms
of F
locc
ulan
t m
ay o
nly
be u
tiliz
ed i
n a
mon
itor
ed
acti
ve t
reat
men
t sy
stem
.Th
e C
ontr
acto
r sh
all
be r
espo
nsib
le f
or t
he t
esti
ng o
f th
e pr
ojec
t so
il an
d po
tent
ial
sedi
men
t an
d fo
r th
e pr
oper
sel
ecti
on o
f th
ose
Floc
cula
nts
that
hav
e a
soil
spec
ific
che
mic
al
mak
eup.
Floc
cula
nt a
pplic
atio
n ra
tes
shal
l be
per
the
man
ufac
ture
r’s
reco
mm
enda
tion
s.
Spec
ial P
rovi
sion
No.
12-
0575
Page
2of
3
A lis
t of
acc
epta
ble
Floc
cula
nts
(LIS
T II-
24 “
TEM
PORA
RY E
ROSI
ON
AN
D S
EDIM
ENT
CON
TRO
L PR
OD
UC
TS”)
is
gi
ven
in
the
ALD
OT
man
ual
titl
ed
“Mat
eria
ls,
Sour
ces,
an
d D
evic
es
wit
h Sp
ecia
l Ac
cept
ance
Req
uire
men
ts”.
For
Floc
cula
nts
wit
hout
pri
or a
ccep
tanc
e, C
ontr
acto
r sh
all
subm
it t
o th
e En
gine
er t
hree
cop
ies
of d
ocum
enta
tion
of
the
effe
ctiv
enes
s of
the
Flo
ccul
ant,
Mat
eria
l Sa
fety
Dat
a Sh
eets
, an
d th
e m
anuf
actu
rer's
7-
day
Chro
nic
Ceri
odap
hnia
Re
prod
ucti
on
Test
ing
for
revi
ew
and
appr
oval
by
the
Stat
e Co
nstr
ucti
on E
ngin
eer
prio
r to
use
on
the
proj
ect.
(c)
CON
TRAC
TOR
RETA
INED
TU
RBID
IMET
ERS.
Turb
idim
eter
s sh
all
be d
evic
esca
pabl
e of
mea
suri
ng t
he n
ephe
lom
etri
c tu
rbid
ity
unit
s (N
TU)
of c
onst
ruct
ion
stor
mw
ater
tha
t m
eets
the
fol
low
ing
requ
irem
ents
:-
Port
able
wat
erpr
oof
devi
ce t
hat
mee
ts U
SEPA
Met
hod
180.
1 w
ith
a 0-
1000
NTU
ran
ge;
-Sa
mpl
e Tu
bes,
Cal
ibra
tion
Kit
, an
d Pr
otec
tive
Car
ryin
g Ca
se;
-Re
char
geab
le B
atte
ry,
USB
Inte
rfac
e, C
able
, an
d C
ompu
ter
Soft
war
e.A
list
of e
quip
men
t ac
cept
able
for
use
in
this
app
licat
ion
(Lis
t II-
24 “
TEM
PORA
RY E
ROSI
ON
AND
SED
IMEN
T CO
NTR
OL
PRO
DU
CTS
”) i
s gi
ven
in t
he A
LDO
T m
anua
l ti
tled
“M
ater
ials
, So
urce
s, a
nd
Dev
ices
wit
h Sp
ecia
l Ac
cept
ance
Req
uire
men
ts”.
Info
rmat
ion
conc
erni
ng t
his
list
is g
iven
in
Suba
rtic
le
106.
01(f
).
672.
03 C
onst
ruct
ion
Requ
irem
ents
.(a
) AC
TIVE
TRE
ATM
ENT.
The
Cont
ract
or s
hall
prov
ide
an A
ctiv
e Tr
eatm
ent
Syst
em a
t th
e lo
cati
ons
give
n in
the
pla
ns
or a
s di
rect
ed b
y th
e En
gine
er.
Trea
ted
cons
truc
tion
sto
rmw
ater
dis
char
ges
that
do
not
mee
t st
ate
wat
er q
ualit
y st
anda
rds
or t
hat
do n
ot m
eet
the
requ
irem
ents
of
the
NPD
ES C
onst
ruct
ion
Gen
eral
Pe
rmit
(CG
P)w
ill n
ot b
e al
low
ed.
Acti
ve T
reat
men
t Sy
stem
s w
ill t
ypic
ally
be
utili
zed
for
the
dew
ater
ing
of s
edim
enta
tion
ba
sins
. Va
lves
loc
ated
on
the
outl
et p
ipe
of t
he b
asin
dew
ater
ing
devi
ce s
hall
rem
ain
clos
ed u
ntil
such
ti
me
that
the
pot
enti
al d
isch
arge
mee
ts s
tate
wat
er q
ualit
y st
anda
rds
and
the
requ
irem
ents
of
the
NPD
ES C
GP.
If
disc
harg
e st
anda
rds
are
not
met
and
the
sed
imen
tati
on b
asin
vol
ume
reac
hes
2/3
full
or
ther
e is
for
ecas
ted
rain
, th
e En
gine
erw
illde
term
ine
if t
he b
asin
sho
uld
be d
ewat
ered
by
mea
ns o
f th
e Ac
tive
Tre
atm
ent
Syst
em.
Wea
ther
per
mit
ting
, di
scha
rges
may
be
reci
rcul
ated
int
o se
dim
enta
tion
ba
sins
in a
n ef
fort
to
achi
eve
disc
harg
e st
anda
rds.
The
Engi
neer
may
als
o di
rect
dew
ater
ing
by m
eans
of
the
Act
ive
Trea
tmen
t Sy
stem
to
faci
litat
e se
dim
enta
tion
bas
in m
aint
enan
ce.
The
Cont
ract
or s
hall
ensu
re
prop
er
Floc
cula
nt
dosi
ng
of
the
Acti
ve
Trea
tmen
t Sy
stem
pe
r th
e m
anuf
actu
rer’
s do
sing
re
com
men
dati
ons
to p
reve
nt t
he d
isch
arge
of
any
harm
ful
leve
ls o
f Fl
occu
lant
. Th
e tu
rbid
ity
leve
l of
th
e Ac
tive
Tre
atm
ent
Syst
em d
isch
arge
and
the
eff
ecti
vene
ss o
f th
e Fl
occu
lant
sha
ll be
mon
itor
ed b
y th
e Co
ntra
ctor
and
will
be
veri
fied
by
the
Engi
neer
.
(b)
PASS
IVE
TREA
TMEN
T.Th
e C
ontr
acto
r sh
all
appl
y Fl
occu
lant
at
the
loca
tion
s gi
ven
in t
he p
lans
or
as d
irec
ted
by t
he
Engi
neer
. Fl
occu
lant
sha
ll be
int
rodu
ced
to f
low
ing
stor
mw
ater
at
loca
tion
s su
ch a
s di
tch
chec
ks,
tem
pora
ry s
lope
dra
ins
and
fore
bays
of
sedi
men
tati
on b
asin
s, p
rior
to
rete
ntio
n BM
Ps i
nten
ded
to
prom
ote
sett
ling
and
capt
ure
of f
locc
ulat
ed m
ater
ial.
Hea
vy s
edim
ent
and
sand
sho
uld
be c
aptu
red
prio
r to
the
loc
atio
n of
the
Flo
ccul
ant
appl
icat
ion.
Flo
ccul
ant
shal
l ne
ver
be a
pplie
d di
rect
ly t
o liv
e st
ream
s or
w
ater
s of
th
e st
ate.
Fl
occu
lant
sh
all
be
appl
ied
in
acco
rdan
ce
wit
h th
e Fl
occu
lant
m
anuf
actu
rer's
dos
ing
reco
mm
enda
tion
san
d th
e re
quir
emen
ts s
how
n on
the
pla
ns f
or c
onst
ruct
ion
stor
mw
ater
tur
bidi
ty r
educ
tion
. Th
e ef
fect
iven
ess
of t
he F
locc
ulan
t w
ill b
e m
onit
ored
by
the
Engi
neer
. AL
DO
T an
d Co
ntra
ctor
QC
Is s
hall
insp
ect
Floc
cula
nt a
pplic
atio
ns a
fter
eac
h ra
in e
vent
to
dete
rmin
e if
th
e re
appl
icat
ion
of F
locc
ulan
t is
nee
ded.
(c)
CON
STRU
CTIO
N S
TORM
WAT
ER S
AMPL
ING
AN
D T
URB
IDIT
Y M
ON
ITO
RIN
G.
Whe
n co
nstr
ucti
on
stor
mw
ater
sa
mpl
ing
and
turb
idit
y m
onit
orin
gis
re
quir
ed
per
Item
10
7.21
(d)2
.,
the
Cont
ract
or
shal
l fu
rnis
h th
e re
quir
ed
quan
tity
of
Tu
rbid
imet
ers
for
use
by
the
Engi
neer
. Th
e C
ontr
acto
r sh
all
prov
ide
docu
men
tati
on o
f pr
ofes
sion
al c
alib
rati
on o
f th
e de
vice
pri
or t
o de
liver
y to
the
pro
ject
and
sha
ll m
aint
ain
annu
al p
rofe
ssio
nal
calib
rati
on d
urin
g th
e ti
me
that
it
is
requ
ired
on
the
proj
ect.
Dai
ly c
alib
rati
on a
nd r
equi
red
stor
mw
ater
sam
ple
test
ing
shal
l be
per
form
ed
by t
he E
ngin
eer.
The
Con
trac
tor
shal
l im
med
iate
ly r
epla
ce a
ny T
urbi
dim
eter
s th
at a
re i
nne
ed o
f an
nual
pr
ofes
sion
al
calib
rati
on
or
are
othe
rwis
e no
t pr
oper
ly
func
tion
ing,
w
itho
ut
addi
tion
al
Spec
ial P
rovi
sion
No.
12-
0575
Page
3of
3
com
pens
atio
n. T
he C
ontr
acto
r sh
all
reta
in o
wne
rshi
p of
the
dev
ice
and
will
be
noti
fied
onc
e th
e En
gine
er d
eter
min
es t
hat
the
devi
ce is
no
long
er n
eede
d.
672.
04 M
etho
d of
Mea
sure
men
t.(a
) AC
TIVE
TRE
ATM
ENT
SYST
EM.
Acti
ve T
reat
men
t Sy
stem
(Ite
m 6
72-A
) w
ill b
e m
easu
red
per
each
.
(b)
ACTI
VE T
REAT
MEN
T SY
STEM
, O
PERA
TIN
G D
AY.
Acti
ve T
reat
men
t Sy
stem
, O
pera
ting
Day
(It
em 6
72-B
) w
ill b
e m
easu
red
per
each
.O
pera
ting
da
ys s
hall
be m
easu
red
indi
vidu
ally
for
eac
h Ac
tive
Tre
atm
ent
Syst
em.
(c)
FLO
CCU
LAN
TAP
PLIC
ATIO
N.
Floc
cula
nt
Appl
icat
ion
(Ite
m
672-
C)
will
be
m
easu
red
per
each
ba
sed
on
the
type
of
ap
plic
atio
n (d
itch
che
ck,
tem
pora
ry s
lope
dra
in,
sedi
men
tati
on b
asin
, or
inle
t pr
otec
tion
).
(d)
CON
TRAC
TOR
RETA
INED
TU
RBID
IMET
ERS.
Con
trac
tor
Reta
ined
Tur
bidi
met
ers
(Ite
m 6
72-D
) w
ill b
e m
easu
red
per
each
.
672.
05 B
asis
of
Paym
ent.
(a)
UN
IT P
RICE
CO
VERA
GE.
Paym
ent
for
Acti
ve T
reat
men
t Sy
stem
sha
ll be
ful
l com
pens
atio
n fo
r al
l eq
uipm
ent
cost
sfo
r a
com
plet
e sy
stem
des
igne
d to
dew
ater
at
the
requ
ired
flo
wra
tegi
ven
in g
allo
ns p
er m
inut
e (G
PM),
incl
udin
gbu
t no
t lim
ited
to
deliv
ery,
ins
talla
tion
, m
aint
enan
ce,
and
rent
al f
ees.
Paym
ent
will
not
be
mad
e fo
r th
e re
plac
emen
t of
an
Acti
ve T
reat
men
t Sy
stem
tha
t do
es n
ot p
rodu
ce d
isch
arge
s m
eeti
ng
requ
irem
ents
.Pa
ymen
t fo
r an
Ope
rati
ng D
ay o
f th
e Ac
tive
Tre
atm
ent
Syst
em s
hall
be f
ull
com
pens
atio
n fo
r al
l la
bor
and
mat
eria
l co
sts
to o
pera
te o
ne c
ompl
ete
syst
em a
t th
e re
quir
edfl
owra
tegi
ven
in g
allo
ns
per
min
ute
(GPM
),fo
r up
to
10 h
ours
, in
clud
ing
but
not
limit
ed t
o Fl
occu
lant
, fi
lter
med
ia,
and
othe
r co
nsum
able
s.Pa
ymen
t sh
all o
nly
be m
ade
for
oper
atio
n di
rect
ed b
y th
e En
gine
er.
Paym
ent
for
floc
cula
nt s
hall
be f
ull
com
pens
atio
n fo
r te
stin
g (i
f re
quir
ed),
fur
nish
ing
and
plac
ing
the
floc
cula
nt.
Paym
ent
for
the
acce
pted
Tur
bidi
met
er s
hall
incl
ude
furn
ishi
ng o
f th
e de
vice
wit
h al
l th
e re
quir
ed a
cces
sori
es a
nd f
or a
ny r
equi
red
calib
rati
ons.
Pay
men
t sh
all
be f
or t
he e
xclu
sive
use
of
the
devi
ce f
or t
he d
urat
ion
of t
he c
ontr
act
or u
ntil
the
Engi
neer
det
erm
ines
tha
t th
ere
will
be
no f
urth
er
need
for
the
dev
ice.
(b)
PAYM
ENT
WIL
L BE
MAD
E U
ND
ER IT
EM N
O.:
672-
A A
ctiv
e Tr
eatm
ent
Syst
em,
____
GPM
–pe
r ea
ch67
2-B
Act
ive
Trea
tmen
t Sy
stem
, __
__ G
PM,
Ope
rati
ng D
ay –
per
each
672-
C F
locc
ulan
t Ap
plic
atio
n,
*67
2-D
Cont
ract
or R
etai
ned
Turb
idim
eter
–pe
r ea
ch–
per
each
*D
itch
Che
ck,
Tem
pora
ry S
lope
Dra
in,
Sedi
men
tati
on B
asin
, or
Inle
t Pr
otec
tion
(THIS PAGE INTENTIONALLY LEFT BLANK.)
ALDOT Special Drawings Contract requirements regarding environmental protection during construction may be found in the form of construction detail drawings in the plan set or in the applicable ALDOT Special and Standard Highway Drawings book. Detail drawings found in the plan set are referred to as Special Project Details and consist of details that are not included in the Special and Standard Drawings book. Please reference the following applicable ALDOT Special Drawings. Drawing No. Description Index No. ESC-100 (Sheet 1 of 2) Best Management Practice Reference Matrix 1160 ESC-100 (Sheet 2 of 2) Best Management Practice Reference Matrix 1160-A ESC-200 (Sheet 1 of 4) Typical Temporary Erosion/Sediment Control Applications 1161 ESC-200 (Sheet 2 of 4) Details of Temporary Slope Drain, Berms and Energy Dissipator 1161-A ESC-200 (Sheet 3 of 4) Details of Sediment Barrier Applications 1161-B ESC-200 (Sheet 4 of 4) Details of Silt Fence Installation 1161-C ESC-300 (Sheet 1 of 8) Ditch Check Structures, Typical Applications and Details 1162 ESC-300 (Sheet 2 of 8) Details of Hay Bale Ditch Checks 1162-A ESC-300 (Sheet 3 of 8) Details of Sandbag Ditch Check 1162-B ESC-300 (Sheet 4 of 8) Details of Erosion Control Wattle Ditch Check 1162-C ESC-300 (Sheet 5 of 8) Details of Silt Dike Ditch Check 1162-D ESC-300 (Sheet 6 of 8) Details of Rock Ditch Check 1162-E ESC-300 (Sheet 7 of 8) Details of Rock Ditch Check with Sump Excavation 1162-F
ESC-300 (Sheet 8 of 8) Details of Silt Fence Ditch Check 1162-G ESC-400 (Sheet 1 of 4) Inlet Protection Typical Applications and Details 1163 ESC-400 (Sheet 2 of 4) Inlet Protection Details for Coarse Aggregate on Grades & Sags 1163-A ESC-400 (Sheet 3 of 4) Inlet Protection Details of Wattles 1163-B ESC-400 (Sheet 4 of 4) Inlet Protection Details of Sand Bag s 1163-D ESC-501 Floating Basin Boom 1164 ESC-502 Stabilized Construction Entrance 1165 ESC-503 Temporary Dewatering Structures 1166 ESC-504 Temporary Culvert Stream Crossing 1167 ESC-505 Temporary Stream Diversion 1168 ESC-506 (Sheet 1 of 2) Suspended Pipe Diversion (Downstream) 1169 ESC-506 (Sheet 2 of 2) Suspended Pipe Diversion (Upstream) 1169-A ESC-507 Temporary Sedimentation Basin 1170
ESC-508 Flocculate Usage Guide 1171 ESC-509 Details of Rolled and Hydraulic Erosion Control Product Installation 1172
(THIS PAGE INTENTIONALLY LEFT BLANK.)
Contract Administration
2.5 Construction Stormwater
Revision Date: March 6, 2015 Page 1 of 10
2.5
CONSTRUCTION BEST MANAGEMENT PRACTICES PLAN (CBMPP)
General
The ALDOT CBMPP is a document created and maintained for every ALDOT construction project that requires
construction stormwater permit coverage under the Alabama Department of Environmental Management (ADEM)
National Pollutant Discharge Elimination System (NPDES) Construction General Permit. The CBMPP is also a means
to gather and communicate other environmental concerns, commitments, and contract requirements to ALDOT
design and construction personnel as well as the Contractor. The CBMPP is a place to document environmental
compliance including site inspections, rainfall amounts, and erosion and sediment control plan modifications. For
Priority Construction Sites, the CBMPP will also contain the sampling data collected during turbidity monitoring.
For projects permitted by the Contractor, the CBMPP shall be prepared by the Contractor Qualified Credentialed
Professional (QCP) using an ADEM approved format. The Contractor’s CBMPP shall include the same concerns,
commitments, and contract requirements made as part of the preliminary CBMPP provided by ALDOT and satisfy all
of the requirements of the ADEM regulations.
A Priority Construction Site is a construction project that discharges to a waterbody which is listed on the most
recently EPA approved 303(d) list of impaired waters for turbidity, siltation, or sedimentation, any waterbody for
which a TMDL has been finalized or approved by EPA for turbidity, siltation, or sedimentation, any waterbody
assigned the Outstanding Alabama Water, Outstanding National Resource Water, or Treasured Alabama Lakes use
classification in accordance with ADEM Administrative Code, or any waterbody assigned another special designation
in accordance with ADEM Administrative Code. If a project is a Priority Construction Site it will be noted in the CBMPP
by the designer.
Design Component
The design component of the ALDOT CBMPP is created and updated during the planning and design phase by ALDOT,
and/or consultant design personnel. The Design QCP certifies the design component of the CBMPP as having
addressed all known environmental concerns, and that these concerns have been addressed in the project design.
The design component consists of three main sections: Project Information, Environmental Concerns and
Commitments, and Environmental Best Management Practices (BMPs). The Project Information section compiles
the ADEM Notice of Intent (NOI) and project quadrangle map, properties of the soil expected to be encountered,
and hydraulic information including the anticipated rainfall conditions and the minimum design storm for temporary
BMPs. The Environmental Concerns and Commitments section compiles information regarding construction
stormwater along with other environmental issues such as wetlands, priority waters, threatened and endangered
species, historical and archaeological sites, and hazardous materials. The Environmental BMPs section compiles
standard information from the ALDOT Construction Manual, ALDOT Specifications, ALDOT Standard and Special
Drawings, and project specific information.
ALDOT construction staff, including proposed construction project staff, should become involved in the design
process as early and as often as possible to provide input relevant to BMPs. This should include onsite walk through
meetings and preliminary design review meetings. Existing conditions and potential environmental concerns should
be documented in writing, with photographs and/or video, and included with the project files. The Construction
Bureau Environmental Construction Section will review the plans for projects that are Priority Construction Sites and
those projects with 20 acres or more of disturbance for the limits of exposed erodible material. During the Prebid
Construction Stormwater Contract Administration
Page 2 of 10 Revision Date: March 6, 2015
2.5
Meeting (if one is held) and the Onsite Stormwater Meeting, the Region/Area Stormwater Coordinator is responsible
for discussing the design component of the CBMPP and requirements of the contract related to environmental
protection and communicating all known environmental concerns related to the project.
Operational Component
The operational component of the CBMPP is created and updated during the construction phase by ALDOT project
personnel and contractor personnel. The Operational QCP (also known as the Project QCP), which is typically the
Region/Area Stormwater Coordinator, certifies that the design component will be adhered to as closely as possible,
and that the operational component will be created, updated, and adhered to during construction of the project.
The operational component consists of five sections: Contractor Submitted Components, ALDOT Inspection Reports,
Rainfall Journal, Regulatory Actions Log, and CBMPP Modifications Log. The contractor submitted components are
the Contractor’s Stormwater Management Plan and any other environmental correspondence between ALDOT and
the Contractor. The ALDOT Inspection Reports section has an ALDOT QCP CBMPP Evaluation Log and the completed
stormwater inspection reports including any required turbidity sampling data. The Rainfall Journal section includes
a chart of the locations of all rain gauges and any RainWave precipitation monitoring points and a monthly printout
of the rainfall journal from the CPMS StormWater Tracking System (SWTS) database. The Regulatory Actions Log
includes a chart of all actions by environmental regulatory agencies and all corresponding documentation. The
CBMPP Modifications Log includes a chart of all CBMPP modifications and corresponding documentation.
During the Onsite Stormwater Meeting, the Region/Area Stormwater Coordinator is responsible for communicating
the requirements of the operational component of the CBMPP to Region/Area Construction staff, ALDOT project
staff, Contractor representatives, and any Subcontractors responsible for clearing, earthwork, vegetation
establishment, or erosion and sediment control. Others at the meeting may include environmental stakeholders
including representatives of ADEM, U. S. Army Corps of Engineers, U. S. Fish and Wildlife, and others if deemed
necessary or if required by an environmental commitment. The discussion should cover scheduling and
implementation of BMPs and other measures that will be taken to ensure and document environmental compliance
with the ADEM Construction General Permit and all other environmental commitments. All of the Stormwater
Discharge Points should be visited and discussed. For Priority Construction Sites, turbidity monitoring and
construction stormwater sampling shall also be discussed.
ALDOT CONTRACTOR’S STORMWATER MANAGEMENT PLAN (SWMP)
A completed SWMP is required for all projects regardless of the type of work, funding, or regulatory permitting. For
Contractor permitted projects, the SWMP is not required if all of the information is included as part of the Contractor’s
CBMPP. The Contractor is required to use the current version of the SWMP template without any modifications to
the format of the document in order to be considered complete. The Contractor’s SWMP should be submitted to
the Region/Area Stormwater Coordinator, or to the County Engineer for County projects, prior to the
Preconstruction Conference and Onsite Stormwater Meeting. The information contained within the SWMP shall be
project specific, address all known environmental concerns and commitments, and explain how requirements of the
contract documents regarding water quality protection will be met by the Contractor. The Construction Bureau will
review the SWMP prior to approval if requested by the Region/Area, if a stream or waterbody encroachment not
included in the plans is requested by the Contractor, or the Contractor requests to disturb an area greater than the
Contract Administration Construction Stormwater
Revision Date: March 6, 2015 Page 3 of 10
2.5
allowed limit of exposed erodible material. Once the SWMP is accepted it will be added to the CBMPP and work may
commence.
CONSTRUCTION STORMWATER INSPECTIONS
Construction Stormwater Inspection Forms
Detailed field conditions, observations, and other information regarding the QCI site inspections are documented in
the SWTS on Form C-34, the Stormwater Inspection Report and BMP Certification. Sediment Loss and Turbid
Discharge field conditions require that additional information about the noncompliance be documented in the SWTS
on Form C-37, the Stormwater Noncompliance Notification Report. Form C-34a is a listing of the Stormwater
Discharge and Background Points printed from the SWTS. Any errors found on the C-34a will be reported to the
Region/Area Stormwater Coordinator immediately so that a request for corrections can be sent to the Stormwater
Permit Coordinator. Turbidity monitoring results from construction stormwater sampling shall be documented in
the SWTS on Form C-38, the Stormwater Turbidity Sampling Report.
Stormwater Discharge and Background Points
The location of the Stormwater discharge and background points are selected by the Designer and entered into the
Project Data Form in CPMS. For Priority Construction Sites, these points are potential locations for construction
stormwater turbidity sampling as required by the ADEM Construction General Permit. These points will be located
and identified on the Erosion and Sediment Control sheets of the plans as follows. Graphical examples of point
identification are located in the appendix of this manual. Additional stormwater points may be added by the
Region/Area Stormwater Coordinator as needed or as requested by ADEM.
Primary Stormwater Discharge Points shall be identified by an integer that represents the contributing drainage
area followed by a zero in the decimal place (example 25.0). These points are locations at which channelized
construction stormwater discharge or a water of the state leaves the ALDOT ROW. These points shall be
identified in the field by a wooden stake notating the identification number.
Secondary Stormwater Discharge Points shall be identified by an integer, which is the same as the associated
Primary Stormwater Discharge Point, followed by a letter in the decimal place (example 25.A). These points are
locations within the ALDOT ROW where channelized construction stormwater discharge enters into a water of
the State.
Background Points shall be identified by an integer, which is the same as the associated Primary Stormwater
Discharge Point, followed by a non-zero number in the decimal place (example 25.1). These points are locations
at which channelized stormwater flow or a water of the state enters the ALDOT ROW.
Field Conditions
Site observations, inspections, and evaluations are conducted on a periodic basis to assess the field conditions of
each individual drainage area. This begins prior to beginning work on the project and continues until the project is
accepted for maintenance. The findings will fall into one of the four following categories:
Satisfactory – The condition of the drainage area does not need any repairs or improvements. There is no
substantial visible contrast observed at any stormwater discharge point. There is no visible evidence of
substantial erosion or sediment loss. All BMPs applicable to the current phase of construction have been
Construction Stormwater Contract Administration
Page 4 of 10 Revision Date: March 6, 2015
2.5
properly installed or applied, have been maintained and repaired as needed, and are effectively functioning as
intended. Sediment may have accumulated immediately upstream of one or more BMPs but it has not exceeded
1/3 the height or capacity of the BMPs. Any previously reported sediment deposits off site or in a water of the
state have been remediated.
Needs Improvement – The condition of the drainage area needs minor repair or improvement. There is no
substantial visible contrast observed at any stormwater discharge point. There is no visible evidence of off-site
sediment loss. Minor erosion and on-site sediment loss may be observed. BMPs applicable to the current phase
of construction may have not all been installed or applied or this may have been done improperly. BMPs may
need repair or replacement. BMPs that have been properly installed or applied may not be effectively
functioning as intended and need modification. Sediment may have accumulated immediately upstream of one
or more BMPs and it may have exceeded 1/3 the height or capacity of the BMPs. Any previously reported
sediment deposits off site or in a water of the state have not been remediated.
Turbid Discharge – The condition of the drainage area needs repair or improvement. Turbid discharge occurs
when turbid construction stormwater leaves the ALDOT ROW and may be observed as a substantial visible
contrast at one or more stormwater discharge points. Turbid discharge also occurs when turbid construction
stormwater causes an increase of more than 50 NTU in the turbidity level of a water of the state.
Sediment Loss – The condition of the drainage area needs major repair or improvement. Sediment loss occurs
when sediment or soil is transported from the project and is deposited in a location off the ALDOT ROW or
within a water of the state.
QCI Daily Observations
The ALDOT Project Qualified Credentialed Inspector (QCI) and the Contractor’s QCI shall perform individual daily
observations of each drainage area and its Stormwater Discharge Points and BMPs where the ground is disturbed.
They shall also record rainfall measurements and weather information. Documentation of observations will be noted
in the Daily Work Report. If a previously undocumented Needs Improvement, Turbid Discharge, or Sediment Loss
condition is observed, then a formal site inspection and report is required.
QCI Site Inspections
Site inspections will not be conducted outside of normal operating hours or during unsafe weather conditions. The
ALDOT Project QCI together with the Contractor’s QCI will perform a formal site inspection for the entire project
after the accumulation of ¾ inch of rainfall that occurs within 24 hours and at least once per week. Inspections
triggered by a rain event shall be initiated as soon as possible and within 24 hours of resuming work on the project.
The inspection will include an observation of each drainage area and its Stormwater Discharge Points and BMPs. All
areas of the project not undergoing active construction will be evaluated for temporary stabilization requirements.
During the inspections that follow a ¾ inch or more rain event, turbidity monitoring will be conducted on Priority
Construction Sites disturbing 10 acres or more of erodible material. The turbidity monitoring portion of the
inspection will be conducted as soon as possible. During regular weekly inspections, turbidity monitoring will be
conducted if a substantial visible contrast is observed at one or more Stormwater Discharge Points.
Documentation on the C-34 should include field conditions and corrective actions required or completed.
Stormwater Inspection Report and BMP Certifications and any Stormwater Noncompliance Notification Reports will
Contract Administration Construction Stormwater
Revision Date: March 6, 2015 Page 5 of 10
2.5
be entered into the SWTS. Photographic documentation of inspections is required. At least one photograph per
inspection will be uploaded to the SWTS with a clear description of the location. Reports will be closed within 48
hours of the qualifying rain event. Once a report is closed, the Project QCP will receive an email letting them know it
is ready for their review and approval. The reports will be reviewed and approved no later than 5 days after the
qualifying rain event. Once a report is approved, the Project QCP prints a copy, signs it, and obtains the second
approval signature from the Responsible Official, typically the Area Operations Engineer. Signed inspection reports
will be included in the CBMPP at the project office and a copy will be delivered to the Contractor QCI within 15 days
of the qualifying rain event. An automatic notification is sent by the SWTS for all approved inspection reports that
have cited field conditions other than Satisfactory to ADEM, the Construction Bureau, the Office of Environmental
Compliance, and the Area Operations Engineer.
For projects with permits held by the Contractor or an LPA, the reports shall be written using ADEM’s Form 23 11/11
or Form 25 11/11 (if applicable) by the Permittee’s QCI. Formal inspections shall be reported to ADEM by the
Permittee in accordance with permit requirements. Copies of all draft reports shall be provided to the Engineer no
later than 24 hours after the inspection, and copies of signed reports shall be submitted to the Engineer no later than
5 days after the inspection.
If a Needs Improvement field condition is observed, then this information will be immediately communicated to the
ALDOT Project Manager and Contractor. The Project Manager shall work with the Contractor to create a plan for
immediate corrective actions, which shall be completed prior to the next storm event but no later than 5 days after
the inspection unless prevented by unsafe weather conditions. This corrective action may require a suspension of
all other operations. Additional inspections will be performed as needed until the observed deficiency can be
documented as corrected, satisfactory, and in compliance with the ADEM permit.
If a Turbid Discharge or Sediment Loss field condition is observed, then this information shall be immediately
communicated to the Project QCP, the ALDOT Project Manager, and the Contractor. A Turbid Discharge or Sediment
Loss condition requires a verbal notification by the Project QCP to the ADEM Field Office within 24 hours of the event
and the submission of a written Stormwater Noncompliance Notification Report within 5 days of the event. The
verbal notification requirement for Turbid Discharge conditions may be waived if written approval is given by the
ADEM Field Office. The 24-hour notification will include the permit number, county, emergency contact information,
and the period of the Turbid Discharge or Sediment Loss condition. The Project QCP will confirm the duration and
frequency of any rain event of 2-year intensity or greater associated with a Turbid Discharge or Sediment Loss
condition. The rain event information (for example a 2-year 24-hour rain event) will also be included in the
noncompliance notification. The ALDOT Project Manager will work directly with the Project QCI and the Contractor
to gather additional data. The Project Manager will inform the Project QCP of the details regarding the
noncompliance. The Project QCP shall be the point of contact for any discussions with the Responsible Official,
Region/Area Stormwater Coordinator, property owners, environmental groups, or regulatory agencies. The
Region/Area Stormwater Coordinator will determine if additional consultation should be sought from the
Construction Bureau. The Construction Bureau will determine if consultation should be sought from other bureaus
within ALDOT or an independent QCP. The Project Manager and the Project QCP will work with the Contractor to
create a plan and implement immediate corrective actions which shall be completed prior to the next storm event
but no later than 5 days after the inspection unless prevented by unsafe weather conditions. This corrective action
may require a suspension of all other operations. If permanent corrective measures cannot be implemented within
the 5 day timeframe, then written notification and detailed explanation will be given to ADEM. Additional
Construction Stormwater Contract Administration
Page 6 of 10 Revision Date: March 6, 2015
2.5
inspections will be performed as needed until the observed deficiency can be documented as corrected, satisfactory,
and in compliance with the ADEM permit.
QCP Site Evaluations
The Operational/Project QCP, will conduct a project inspection and CBMPP review a minimum of every six months
as required by ALDOT Specifications Item 107.21(d)3. These evaluations will be documented on the ALDOT QCP
CBMPP Evaluation Log. A copy of the inspection report and any associated correspondence will be added to the
CBMPP.
ALDOT Environmental Compliance Unit Reviews
Additional project inspections and CBMPP reviews will be conducted by the ALDOT Environmental Compliance Unit.
These reviews are intended to provide a non-construction regulatory agency style view of the project site. These
reviews will aide construction personnel in maintaining compliance with the ADEM permit.
TURBIDITY MONITORING
Turbidity monitoring is required by the ADEM NPDES Construction General Permit on all Priority Construction Sites
that disturb 10 or more acres of erodible material. The Environmental Concerns and Commitments section of the
CBMPP will indicate if the project is a Priority Construction Site. A Project Note will be included in the plans indicating
that turbidity monitoring is required and the applicable drainage areas if it is not required for the entire project.
Primary and Secondary Stormwater Discharge and Background Points are all potential locations for turbidity
monitoring. Current regulations require that our construction stormwater discharges not increase the turbidity of
the receiving water by more than 50 Nephelometric Turbidity Units (NTUs) or cause a substantial visible contrast. In
order to document compliance with these requirements, the Permittee will conduct turbidity monitoring by
sampling channelized construction stormwater discharges and measuring the NTUs with a portable turbidimeter.
The Permittee will conduct representative turbidity monitoring in each individual drainage area. Representative
turbidity monitoring will be defined as sampling at the Primary Stormwater Discharge Point and every Background
Point of a drainage area. The data from these points will allow the Permittee to determine whether the drainage
area is in compliance with the 50 NTU above background limit. If a substantial visible contrast is observed at a
Secondary Stormwater Discharge Point, an additional sample will be taken at that location. All results from turbidity
monitoring will be recorded on the Stormwater Turbidity Sampling Report in the SWTS.
There are some instances when stormwater sample collection will be waived in a drainage area. When a required
sample is not collected, it must be due to one of the following acceptable reasons and this will be recorded on the
Stormwater Turbidity Sampling Report in the SWTS. In all cases photographic documentation is required.
Prior to Construction – Turbidity monitoring in a drainage area is encouraged but not required to commence
until work has begun in that drainage area. This reason is also acceptable in cases where there is not channelized
flow because the pipe or ditch at that sampling location has not been constructed.
Insufficient Flow – There must be sufficient channelized flow in order to collect a stormwater sample. In some
cases there may not be sufficient flow until there is a considerable amount of precipitation. Sufficient
channelized flow shall be defined as the ability to collect a sample of construction stormwater without the
sample collection container touching the bottom of the conveyance (ex. ditch bottom, stream bed, pipe, etc.).
Contract Administration Construction Stormwater
Revision Date: March 6, 2015 Page 7 of 10
2.5
Hazardous Condition – There may be times when it is not possible to take a stormwater sample at a turbidity
monitoring point due to a life-threatening hazardous condition. The details of the hazardous condition will be
documented on the report.
Monitoring Suspended – Turbidity monitoring will continue in a drainage area until the final required
stabilization is installed or applied, erosion is controlled to the maximum extent practicable, and stormwater
sampling results have shown the drainage area to be in compliance for the last two months. If all of these
requirements have been met, then turbidity monitoring may be suspended in a drainage area. However, if the
project has not been accepted for maintenance, turbidity monitoring will resume if the drainage area is
subsequently disturbed, there is evidence of substantial erosion, or a substantial visual contrast is observed at a
primary or secondary discharge point.
SAMPLING PROCEDURE
Sampling of construction stormwater will be conducted for channelized flow at the nearest accessible location to
the sampling point identified in the plans. Construction stormwater samples will be collected and analyzed by the
Permittee using a portable turbidimeter provided by the Contractor. Prior to sampling, the QCI will read the
turbidimeter user manual and be familiar with proper equipment operation and handling procedures. Results will
be recorded on the Stormwater Turbidity Sampling Report in the SWTS.
Contractor Furnished Sample Analysis Equipment
Contractor retained turbidimeters will be used for analyzing construction stormwater samples. Approved
turbidimeters are included on List II-24 “Temporary Erosion and Sediment Control Products”. The Contractor shall
provide documentation of professional equipment calibrations to be included in the Contractor Submitted
Components Section of the CBMPP. The Contractor shall also provide a calibration kit (calibration standards, soft
lint-free cloth, and silicone oil) and sample tubes from the turbidimeter manufacturer. The Permittee’s QCI will
ensure that the calibration standards are not expired. The Permittee’s QCI will verify calibration, and if needed
calibrate, the turbidimeters each day prior to sampling analysis.
Permittee Furnished Sample Collection Equipment
1. Sample Collection Containers – one pint minimum volume, polyethylene or glass, wide-mouth container,
preferably with a lip designed for pouring
2. Sample Storage Containers – one pint minimum volume, polyethylene or glass, wide-mouth container, with
a secure lid
3. Cleaning Brush(es)
4. Phosphate-Free Detergent
5. Distilled or Deionized Water – gallon jugs for use in the project office
6. Squirt Bottle – fill with distilled or deionized water for use in the field
7. Waterproof Labels – for labeling sample storage containers
8. Waterproof Ink Pens – for labeling sample storage containers
Construction Stormwater Contract Administration
Page 8 of 10 Revision Date: March 6, 2015
2.5
Equipment Cleaning
For accurate readings, sample tubes will be kept completely clean both inside and out. Sample tubes will be handled
by the lid and will not be touched on the glass as much as possible. Scratched or etched sample tubes will be
discarded and replaced. Do not reuse sample storage containers or sample tubes without proper cleaning. Sample
collection containers, sample storage containers, and sample tubes will be washed after each day of use as follows:
1. Wash with a brush and phosphate-free detergent.
2. Rinse three times with cold tap water.
3. Rinse three times with distilled or deionized water.
Additionally for samples tubes, wipe the exterior with a soft, lint-free cloth. If there are minor imperfections in the
glass, a light coating of silicone oil should be applied to the exterior surface and wiped with the cloth to create a thin,
even film over the entire surface.
Sample Collection
Construction stormwater samples will be collected by grab samples from flowing channelized discharge. The sample
will be collected from the center of the main flow of the discharge or stream or, if too deep or unsafe, as near to that
location as possible. If you must stand in the water to take the sample, collect the sample upstream of you and any
area that you disturb. Collect downstream samples in the drainage area first beginning with the Primary Stormwater
Discharge Point, any required Secondary Stormwater Discharge Points, and ending with any Background Points.
Rinse the inside of the sample collection container in the water to be sampled prior to each sample collection. To
collect a sample, hold the sample collection container near the base and turn it with the opening downward towards
the water surface. Being sure not to touch the bottom of the conveyance, plunge the container into the water 8-12
inches beneath the surface or halfway down for shallower flows. Turn the container opening away from you and in
an upstream direction to collect the sample.
Sample Analysis
The sample analysis will be conducted in the field immediately after sample collection. Place the turbidimeter on a
level surface; do not hold it in your hand. Fill the sample tube by pouring from the collection container. Securely cap
the sample tube and follow the turbidimeter manufacturer’s operation instructions to determine the turbidity of
the construction stormwater sample. Results will be recorded as follows:
NTU Range Number of Decimal Places
0.0 to < 1.0 2
1 to < 10 1
10 0
Sample tubes may be reused in the field if they are rinsed with distilled water immediately after each analysis.
Samples Exceeding 1000 NTU
Construction stormwater samples that have readings exceeding 1000 NTU will be further analyzed in the project
office. Each sample storage container will have a waterproof label with a record in waterproof ink of the project
number, sampling point identification number, sample date, sample time, and the name of the QCI who collected
the sample. Fill the sample storage container by pouring from the collection container. Transport the sample to the
project office immediately for analysis. If analysis cannot be conducted within 15 minutes of the sample collection
time, the sample must be cooled to 4°C [39.2°F] and can be held for up to 48 hours only.
Contract Administration Construction Stormwater
Revision Date: March 6, 2015 Page 9 of 10
2.5
Agitate the stormwater sample by repeatedly inverting the container to re-suspend any potentially settled particles.
Using turbidity-free distilled water, dilute the sample until the reading is below 1000 NTU. Compute the turbidity of
the original sample by multiplying the turbidity of the diluted sample by the dilution factor. For example, if 5 units of
volume of dilution are added to 1 unit of volume of the sample, and the turbidity of the diluted sample is 500 NTU,
then multiply 500 NTU reading by the total 6 units of volume to equal a 3000 NTU turbidity measurement for the
original sample.
RAINFALL JOURNAL
Rain Gauges
Rain gauges will be utilized on all ALDOT construction sites. Rain gauges will be identified by the letter ‘G’ followed
by an integer, which is the same as the associated Primary Stormwater Discharge Point of the drainage area in which
it is located. Rain gauges will be located in an open area such that the measurement will not be influenced by outside
factors such as overhangs, gutters, and trees. Rain gauges will be spaced approximately 3 miles apart. Daily rainfall
amounts are rounded and reported to the nearest five hundredths (0.05”) of an inch in the Rainfall Journal of the
SWTS for each rain gauge. This is in addition to the weather and rainfall entry reported in SiteManager or CAMMS.
The Rainfall Journal will be printed and added to the CBMPP at the end of each month.
RainWave Precipitation Monitoring
At least one RainWave Precipitation Monitoring point will be utilized for all projects designated as a Priority
Construction Site or that have 20 or more acres of disturbance. The location of the RainWave points will be selected
by the Construction Bureau. The Project QCP may request additional RainWave points. RainWave Precipitation
Monitoring points will be identified by the letter ‘R’ followed by an integer, which is the same as the associated
Primary Stormwater Discharge Point of the drainage area in which it is located. RainWave points will be located
within the project limits and ALDOT ROW at a culvert site, bridge site, or other Primary Stormwater Discharge Point
with potential environmental impact to a water of the state.
After the project has been let, the Construction Bureau will forward the RainWave Information Form to the
Region/Area Stormwater Coordinator. After the project has been awarded, Region/Area Construction personnel will
enter a Precipitation Monitoring Service type Request for Consultant (RFC) in CPMS for the RainWave service if one
does not already exist. The RFC will be reviewed for approval by the Area Operations Engineer the Region Engineer,
and the Chief Engineer, if applicable.
Upon final approval of the RFC, Region/Area Construction personnel will enter a Consultant Purchase Order (CPO)
in CPMS. After the CPO is approved, the Region/Area will send a Notice to Proceed to the Consultant. This
notification will include a copy of the CPO and the RainWave Information Form.
Automatic email notifications of daily precipitation totals and monthly precipitation summaries will be sent to the
Project QCP, the Project Manager, and the Project QCI for entry into the Rainfall Journal of the SWTS. The names
and email addresses of these individuals will be added to the RainWave Information Form by the Region/Area
Stormwater Coordinator. The charge code for billing purposes and the monitoring end date will also be added. The
estimated cost for the work should take into account the initial setup fee and the monthly fee for the proposed
project time which can be automatically calculated by the previously utilized ALDOT Funds Transfer Request. One
Construction Stormwater Contract Administration
Page 10 of 10 Revision Date: March 6, 2015
2.5
month prior to the end of the precipitation monitoring contract each project, the Region/Area Stormwater
Coordinator will receive an email with the option to extend the duration of the service.
STABILIZATION REQUIREMENTS
Temporary stabilization is necessary to minimize erosion of soils and transport of sediment. Temporary BMPs
such as Stabilized Construction Entrances, Perimeter Sediment Barriers, and Sedimentation Basins shall be
installed as soon as possible during the clearing and prior to beginning grading operations in the contributing
drainage area. Additional Temporary BMPs shall be installed during grading to protect waters of the state,
construction stormwater discharge points, construction stormwater inlets, and to divert stormwater flows
around exposed work areas.
All exposed areas that are not undergoing active construction for a period of 7 days or more require temporary
stabilization. Temporary Mulch shall be applied if the exposed area will remain inactive for less than 60 days.
Temporary Seed and Temporary Mulch shall be applied if the exposed area will remain inactive for 60 days or
more. Rolled and Hydraulic Erosion Control Products should not be used for temporary stabilization.
Temporary erosion and sediment control BMPs should be removed, unless otherwise directed by the plans,
as the final required stabilization is installed or applied in the drainage area and they are no longer serving
their intended purpose.
Final or permanent stabilization is necessary to prevent erosion of soils and transport of sediment. Final stabilization
should be continuously pursued by transitioning from temporary BMPs to permanent BMPs as grading advances
while maintaining continuous erosion and sediment control. Final slope stabilization will be installed or applied in
vertical increments that should not exceed 20 feet as grading progresses. Forms of final required stabilization
includes, but is not limited to, permanent seed and mulch, permanent seed and an erosion control product, sod,
aggregate surfacing, riprap plating, concrete, and asphalt.
Once the final required stabilization is installed or applied to an area the Contractor is allowed to expose an
equivalent amount of acreage in another location. Additionally, any stormwater sampling locations in a drainage
area which has final stabilization are eligible for evaluation for turbidity monitoring suspension. Once final required
stabilization is in place on the entire project, vegetation is fully established, and the project is accepted for
maintenance, the Permittee’s QCP will request the coverage under the ADEM Construction General Permit be
terminated. The Contractor is responsible for all erosion and sediment control until coverage under the ADEM
Construction General Permit is terminated or 30 calendar days after submission of the termination request to ADEM,
whichever occurs first. Required construction stormwater inspections by ALDOT personnel will cease according to
the same terms.
QUALIFIED CREDENTIALED INSPECTOR TRAINING
All personnel responsible for construction stormwater inspections must be certified through an ADEM-
approved initial 8-hour QCI training course. This applies to ALDOT, Contractor, Subcontractor, County, City,
and ALDOT Consultant personnel. Additionally, all QCIs must participate annually in an ADEM-approved, 4-
hour QCI refresher training course. The ALDOT Construction Bureau conducts an ADEM-approved QCI annual
refresher training course available to ALDOT, County, City, and ALDOT Consultant personnel for recertification.
THIS PAGE TO BE REPLACED
WITH TABBED PAGE LABELED:
IV. Contractor Info.
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INSERT CONTRACTOR’S STORMWATER
MANAGEMENT PLAN (To be provided after project award.)
THIS PAGE TO BE REPLACED
INSERT ENVIRONMENTAL
CORRESPONDENCE WITH CONTRACTOR
THIS PAGE TO BE REPLACED
WITH TABBED PAGE LABELED:
V. Inspections
ALDOT Inspection Reports
Completed stormwater inspection reports with signatures are to be added to this document. Reports pending signatures can be found in the CPMS Storm Water Tracking System database.
Guidance regarding inspections can be found in the ALDOT Construction Manual, Section 2.5 Construction Stormwater (also Section III.a. of this CBMPP). Inspection reports note the conditions of the site, turbidity sampling results if performed, and implementation, maintenance, and modification of best management practices.
Inspection results and associated correspondence from Stormwater Coordinator reviews are to be added to this section of the CBMPP.
ALDOT QCP CBMPP Evaluation Log Date Printed Name Title Signature
Comments:
Comments:
Comments:
Comments:
Comments:
Comments:
Comments:
Comments:
Comments:
ALDOT QCP CBMPP Evaluation Log (continued) Date Printed Name Title Signature
Comments:
Comments:
Comments:
Comments:
Comments:
Comments:
Comments:
Comments:
Comments:
Comments:
Comments:
Comments:
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INSERT ALDOT INSPECTION REPORTS
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WITH TABBED PAGE LABELED:
VI. Rainfall
Rainfall Journal
Rainfall data for the project is entered into the CPMS Storm Water Tracking System database. Daily rainfall data is entered for all rain gauges located on the project. Emailed rainfall data for the RainWave Precipitation Monitoring Point is also entered, if applicable.
Guidance regarding rain gauges can be found in the ALDOT Construction Manual, Section 2.5 Construction Stormwater (also Section III.a. of this CBMPP).
The monthly journal is to be printed and added to this section of the CBMPP at the end of each month.
Rain Gauge
Location
Description Station/Offset or Latitude/Longitude
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INSERT ALDOT RAINFALL JOURNAL
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WITH TABBED PAGE LABELED:
VII. Regulatory Info.
Regulatory Actions Log
List below all actions by environmental regulatory agencies such as site inspections, warnings, notices, and other enforcement actions.
Upon receipt, all documentation from the agency and ALDOT responses should be added to this section of the CBMPP.
Date Agency Action ALDOT Response Date
(if required)
Regulatory Actions Log (continued)
Date Agency Action ALDOT Response Date
(if required)
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INSERT REGULATORY AGENCY
DOCUMENTATION
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WITH TABBED PAGE LABELED:
VIII. Modifications
CBMPP Modifications Log
List below all modifications made to the CBMPP. This includes all changes and additions to BMP materials/products, location, contractor plans, design elements, or environmental commitments.
Documentation including but not limited to commitment letters, new permits, and sketches should be attached in most cases. Modifications shall be documented within 7 calendar days per ADEM regulations.
Modifications documented on inspection reports are not required to also be logged here. Modifications typically found on inspection reports are BMP Maintenance, BMP Correction, and BMP Location Adaptation (that provides the environmental protection of the same area as was intended by the plans).
Date Approx. Station / Description Attachment
Number
CBMPP Modifications Log (continued)
Date Approx. Station / Description Attachment
Number
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INSERT DOCUMENTATION
OF CBMPP MODIFICATIONS
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