What's yours is mine, what's mine is yours: unconscious plagiarism and its opposite.
What is yours is mine. What is mine is mine. What is mine ... Design... · What is yours is mine...
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Transcript of What is yours is mine. What is mine is mine. What is mine ... Design... · What is yours is mine...
Wha
t is
your
s is
min
e.
Wha
t is
min
e is
min
e.
Wha
t is
min
e is
you
rs.
•D
roug
ht –
Brin
g on
the
rain
•N
PD
ES
–Its
not
my
H2O
•R
esea
rch
–E
C &
PS
I
•M
etric
s –
Das
hboa
rd
NC
DO
T C
ompl
ianc
e
Ann
ual R
epor
t
•F
utur
e O
ppor
tuni
ties
Riv
er K
eepe
rs
Gre
en H
ighw
ays
WA
TE
R
•D
roug
ht –
Wha
t is
your
s is
min
e
•N
PD
ES
–W
hat i
s m
ine
is y
ours
•R
esea
rch
–E
C &
PS
I
•M
etric
s –
Das
hboa
rd
NC
DO
T C
ompl
ianc
e
Ann
ual R
epor
t
•F
utur
e O
ppor
tuni
ties
Riv
er K
eepe
rs
Gre
en H
ighw
ays
WA
TE
R
Wha
t’s
min
e is
m
ine.
Wha
t’s
your
s is
ou
rs.
Goo
d W
ater
Goo
d W
ater
Bad
Wat
er
Dro
ught
–B
ring
it on
!
NP
DE
S –
Its n
ot m
y H
20
Bad
Wat
er
NC
DO
T S
torm
wat
er M
anag
emen
t
•W
hy is
Sto
rmw
ater
Impo
rtan
t?•
Pol
luta
nts
Ass
ocia
ted
with
Sto
rmw
ater
•S
torm
wat
eran
d T
MD
Ls.
•N
CD
OT
’s A
ppro
ach
to S
torm
wat
er
Man
agem
ent.
•C
onsi
dera
tions
for
Con
stru
ctio
n
NC
DO
T R
esea
rch
Veg
etat
ive
Pol
luta
nt R
emov
al
•M
onito
r ro
adsi
de v
eget
atio
n co
ver
for
thei
r re
mov
al o
f po
lluta
nts
•D
eter
min
e th
e nu
trie
nt lo
adin
g ra
tes
from
sec
onda
ry r
oads
•
Fou
nd n
ot to
ove
rlook
the
pote
ntia
l pol
luta
nt r
emov
al
by r
oads
ide
vege
tatio
n•
Lead
Res
earc
her:
D
r. J
yW
uU
NC
-C
harlo
tteC
ivil
Eng
inee
ring
Dep
artm
ent
NC
DO
T R
esea
rch
Line
ar W
etla
nd P
erfo
rman
ce•
Mon
itor
linea
r sw
ales
al
ong
east
ern
Nor
th
Car
olin
a rig
ht-o
f-w
ays
•D
eter
min
e ho
w e
ffect
ive
thes
e w
etla
nd s
wal
es a
re
in r
emov
ing
pollu
tant
s•
Exa
min
e un
alte
red
swal
es
and
ones
that
are
es
tabl
ishi
ng w
etla
nd
cond
ition
s
•Le
ad R
esea
rche
r:
Dr.
Will
iam
Hun
tN
.C. S
tate
Uni
vers
ityB
iolo
gica
l & A
gric
ultu
ral
Eng
inee
ring
Dep
artm
ent
Why
Is S
torm
wat
er S
o Im
port
ant t
o N
CD
OT
?
•The
pol
lutio
n as
soci
ated
with
sto
rmw
ater
run
off i
s th
e nu
mbe
r on
e w
ater
qua
lity
conc
ern
in N
orth
Car
olin
a. –
DW
Q
•Mor
e S
torm
wat
er R
egul
atio
ns a
re b
eing
writ
ten
due
to
impa
ired
wat
ers.
•Nor
th C
arol
ina
cont
inue
s to
dev
elop
, whi
ch w
ill r
esul
t in
mor
e ro
ads
and
incr
ease
d co
ncer
ns r
egar
ding
hig
hway
st
orm
wat
erru
noff.
Pol
luta
nts
of C
once
rn:
•S
olid
s •T
SS
, Set
tleab
le S
olid
s
•N
utrie
nts
•N
itrog
en•
Pho
spho
rus
•H
ydro
mod
ifica
tion
•P
re v
s. P
ost D
isch
arge
s
•M
etal
s•
Pb,
Zn,
Cu,
Cd
•B
acte
ria•
Fec
al C
olifo
rm
“Pol
lute
d”w
ater
s on
N
C’s
200
8 30
3(d)
Lis
t
Sto
rmw
ater
and
TM
DLs
Unt
reat
ed s
torm
wat
er is
a
lead
ing
caus
e of
wat
er
qual
ity p
ollu
tion
in N
C
App
rox.
50
TM
DL
Rep
orts
Hav
e B
een
Pub
lishe
d by
NC
DW
Q
NC
DO
T S
TO
RM
WA
TE
R M
AN
AG
EM
EN
T
Avo
idan
cean
dM
inim
izat
ion
Pra
ctic
es
Impl
emen
tatio
nof
Sto
rmw
ater
Con
trol
Pra
ctic
es
Pos
t-C
onst
ruct
ion
Sto
rmw
ater
Man
agem
ent
Pra
ctic
es
Con
tinuo
usP
roce
ssIm
prov
emen
tP
ract
ices
Env
ironm
enta
l Pro
gram
s
Gui
ding
Prin
cipl
es
Par
tner
ship
sN
CD
OT
Bus
ines
s U
nits
Reg
ulat
ions
Sto
rmw
ater
Man
agem
ent a
nd C
onst
ruct
ion
•M
ore
freq
uent
use
of s
edim
ent &
ero
sion
con
trol
pr
actic
es fo
r se
nsiti
ve w
ater
shed
s•
Mor
e st
ruct
ural
sto
rmw
ater
con
trol
s on
pro
ject
s•
Con
stru
ctio
n se
quen
cing
and
qua
lity
cont
rol
espe
cial
ly im
port
ant f
or th
ese
devi
ses
to fu
nctio
n pr
oper
ly
Ero
sion
Con
trol
R
egul
atio
ns
vs.
Sci
ence
vs
.P
ract
ical
ity
Bas
ins
Siz
ed U
sing
The
B
asin
s S
ized
Usi
ng T
he
Sur
face
Are
a C
riter
iaS
urfa
ce A
rea
Crit
eria
Inno
vatio
n in
Ero
sion
Con
trol
Inno
vatio
n in
Ero
sion
Con
trol
Bas
ins
Siz
ed U
sing
The
B
asin
s S
ized
Usi
ng T
he
Sur
face
Are
a C
riter
iaS
urfa
ce A
rea
Crit
eria
SA
= 0
.01
x P
eak
Run
off
SA
= 0
.01
x P
eak
Run
off
Rat
e fo
r a
10 Y
ear
Sto
rmR
ate
for
a 10
Yea
r S
torm
Inno
vatio
n in
Ero
sion
Con
trol
Inno
vatio
n in
Ero
sion
Con
trol
NC
DO
T R
esea
rch
Hig
hway
Sed
imen
t Exp
ort
•M
onito
r se
dim
ent e
xpor
t fro
m•
road
con
stru
ctio
n to
a c
omm
unity
la
ke•
Coo
pera
te w
ith lo
cal r
esid
ents
to•
help
miti
gate
ero
sion
issu
es•
Pre
-con
stru
ctio
n –
0.01
ton/
ac-y
r•
Con
stru
ctio
n –
8.10
ton/
ac-y
r•
Pos
t-co
nstr
uctio
n –
0.12
ton/
ac-y
r•G
ener
al c
onst
ruct
ion
-40
.00
ton/
ac-y
r
•Le
ad R
esea
rche
r:
•D
an L
ine,
PE
•N
.C. S
tate
Uni
vers
ity•
Bio
logi
cal &
Agr
icul
tura
l•
Eng
inee
ring
Dep
artm
ent
Sed
imen
t Con
trol
Baf
fles
Wat
tles
with
PA
M
Sed
imen
t Con
trol
Spr
inkl
e 10
0 gr
ams
of P
AM
705
on
the
low
er, c
ente
r po
rtio
n of
the
wat
tle w
here
wat
er is
goi
ng to
flow
ove
r.
Ver
y go
od p
revi
ous
resu
lts
For
Tur
bidi
ty R
educ
tion
•W
hen
used
with
100
gra
ms
of P
AM
ap
plie
d to
top
of w
attle
prio
r to
sto
rm
even
t, a
NT
U r
educ
tion
is o
bser
ved.
•R
ecom
men
ded
for
HQ
W, O
RW
, WS
-I,
WS
-II,
& T
rout
wat
er d
esig
nate
d ar
eas.
Sed
imen
t Con
trol
Ski
mm
er O
utle
t Dev
ices
Ero
sion
Con
trol
Soi
l Rei
nfor
cem
ent M
attin
g
Ero
sion
Con
trol
Bon
ded
Fib
er M
atrix
Det
erm
inat
ion
of L
ater
al
Effe
cts
of B
orro
w P
its o
n H
ydro
logy
of A
djac
ent
Wet
land
s
R. W
ayne
Ska
ggs,
G.M
. Che
sche
ir, a
nd B
rian
Phi
llips
Nor
th C
arol
ina
Sta
te U
nive
rsity
Late
ral E
ffect
Wet
land
Bor
row
Pit
Wat
er T
able
h
h0-
d
d
10 in
.(25
cm)@
T25
h0
d1
d2
SU
MM
AR
Y
•O
bjec
tive
1: I
nfor
mat
ion
deve
lope
d to
pr
edic
t set
back
req
uire
men
ts–
Com
pute
r m
odel
dev
elop
ed to
aut
omat
e pr
oces
s of
cal
cula
ting
late
ral i
mpa
ct
(set
back
req
uire
men
t)–
T25
valu
es d
eter
min
ed fo
r al
l 100
cou
ntie
s
SU
MM
AR
Y
•O
bjec
tive
2: P
its a
djac
ent t
o w
etla
nds
can
be c
lass
ified
as
one
of th
ree
type
s.–
Typ
e 1:
Flo
w fr
om w
etla
nd to
pit
–T
ype
2: F
low
from
pit
to w
etla
nd–
Typ
e 3:
Flo
w th
roug
h pi
ts, w
etla
nd to
pit
on o
ne s
ide,
pit
to w
etla
nd o
n ot
her
side
.•
Set
back
cal
cula
tion
only
req
uire
d fo
r T
ypes
1 a
nd 3
.
SU
MM
AR
Y
•O
bjec
tive
3: T
ime
requ
ired
for
pits
to fi
ll to
equ
ilibr
ium
afte
r cl
osin
g va
ried
from
10
to 2
3 m
onth
s am
ong
4 pi
ts s
tudi
ed.
The
mea
n tim
e to
fill
was
18
mon
ths.
SU
MM
AR
Y
•O
bjec
tive
4: E
quili
briu
m w
ater
leve
l in
the
pit i
s de
pend
ent o
n ou
tlet e
leva
tion,
de
pth
of a
djac
ent d
rain
age
ditc
hes,
and
re
late
d fa
ctor
s. A
ssum
ptio
n of
a 2
’de
pth
belo
w w
etla
nd s
urfa
ce p
rovi
ded
a co
nser
vativ
e es
timat
e of
set
back
di
stan
ce fo
r si
tes
anal
yzed
in th
is
stud
y.
Met
rics
–D
ashb
oard
NO
Vs
by Y
ear
012345678910
1992
1993
1994
1995
1996
1997
1998
1999
2000
2001
2002
2003
2004
2005
2006
2007
2008
DLR-8
DLR-7
DLR-9
DLR-1
DLR-1
DLR-4
DLR-6
DLR-1
DLR-1
DLR-2
DLR-3; DCM-1; DWQ-3
DWQ-1
DWQ-2
DWQ-1
DWQ-1; DCM-1
Rec
omm
enda
tions
•In
spec
tion
Rep
orts
use
d fo
r w
eekl
y se
dim
enta
tion
and
eros
ion
cont
rol
mea
sure
s sh
ould
be
stan
dard
ized
and
in
clud
e lo
catio
n, n
eede
d ac
tion,
dat
e fir
st
repo
rted
, and
dat
e co
rrec
ted.
The
NC
D
OT
insp
ecto
r an
d th
e co
ntra
ctor
sho
uld
sign
the
repo
rts.
Rec
ords
of r
ainf
all d
ata
and
othe
r st
orm
wat
er m
onito
ring
data
sh
ould
be
kept
in a
uni
form
man
ner.
Rec
omm
enda
tions
•C
otto
n F
iber
mul
ch s
houl
d be
lim
ited
to
appl
icat
ions
whe
n m
oist
ure
and
tem
pera
ture
are
favo
rabl
e fo
r ra
pid
esta
blis
hmen
t of v
eget
atio
n.•
Div
ersi
ons,
trap
s an
d ba
sins
sho
uld
not
have
ver
tical
sid
e sl
opes
. C
onst
ruct
ion
deta
ils a
nd tr
aini
ng s
houl
d em
phas
ize
inst
alla
tion
that
allo
ws
stab
iliza
tion
of
thes
e m
easu
res
with
veg
etat
ion.
Rec
omm
enda
tions
•E
nhan
ced
sedi
men
t set
tling
with
flo
ccul
ants
sho
uld
be in
tegr
ated
with
tr
aditi
onal
pra
ctic
es w
hen
adeq
uate
su
rfac
e ar
ea c
anno
t be
prov
ided
for
mea
sure
s.•
Ade
quat
e se
dim
ent c
ontr
ol fo
r th
e cl
earin
g an
d gr
ubbi
ng o
f cut
slo
pes
in s
teep
terr
ain
shou
ld b
e pr
ovid
ed.
Rec
omm
enda
tions
•S
edim
ent c
ontr
ol s
houl
d be
kep
t in
plac
e un
til g
roun
d co
ver
suffi
cien
t to
rest
rain
er
osio
n is
est
ablis
hed
rath
er th
an b
eing
re
mov
ed fo
r th
e co
nven
ienc
e of
the
seed
ing
cont
ract
or.
•T
he in
let p
rote
ctio
n fo
r sl
ope
drai
ns s
houl
d be
des
igne
d fo
r ad
equa
te s
edim
ent
trap
ping
and
sto
rage
whe
n th
e dr
ain
disc
harg
es w
ithou
t fur
ther
sed
imen
t co
ntro
l.
E&
SC
/Sto
rmw
ater
Cer
tific
atio
n 20
07 -
2008
Leve
l 1 C
ertif
icat
ion
Tra
inin
g
•B
egan
in M
arch
20
06•
To
Dat
e, 8
36
Cer
tifie
d in
Lev
el 1
In
stal
lers
/Insp
ecto
rs•
Rec
ertif
icat
ion
Req
’dE
very
3 y
ears
Leve
l 2 C
ertif
icat
ion
Tra
inin
g
•B
egan
in F
eb. 2
005
•T
o D
ate,
187
8 C
ertif
ied
Leve
l II S
ite
Man
ager
s•
Rec
ertif
icat
ion
Req
’dB
egin
ning
Feb
. 200
8
Leve
l 3 A
/B C
ertif
icat
ion
Tra
inin
g
•B
egan
in J
an (
III A
) an
d F
eb (
III B
) 20
07•
325
Leve
l III
A
Des
igne
rs C
ertif
ied
•28
8 Le
vel I
II B
D
esig
ners
Cer
tifie
d•
Rec
ertif
icat
ion
to
Beg
in J
an 2
010
Fut
ure
Opp
ortu
nitie
s
•G
reen
Hig
hway
s
•R
iver
Kee
pers
Jack
son
Cou
nty
Nor
th C
arol
ina
Gre
en H
ighw
ays
Con
cept
s
1.S
oil A
men
dmen
ts
2.S
trea
m B
uffe
r
3.S
trea
m R
esto
ratio
n
4.W
etla
nd M
itiga
tion
5.E
xfilt
ratio
nT
renc
h
6.B
iore
tent
ion
Bas
in
7.P
orou
s P
avem
ent
Sho
ulde
r
8.E
nviro
nmen
tally
F
riend
ly A
spha
lt
12
43
5
6
8
7
NC River Keeper Program
ww
w.m
uddy
river
wat
ch.o
rg
Tha
nk Y
ou
