Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
CITY WATER LIGHT & POWER
DALLMAN
& LAKESIDE STATION
WATER CONSERVATION STUDY
Report SL-008254
Revision 2
L ""ncfyLL°
55 East
Monroe
Street
Chicago, IL 60603
PROJECT NO. 11319-005
April
23, 2004
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
D.,ilrri::!i ,. Lakeside Station
4 1,T cc;j ,ý.ý. iVati
C
ITY WATE
April 23, 2004
A pproved by:
S eal;
w
(I
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
City
V-I;-'r U
I };4tttrrý ýi
watc;-
(', rkigc
t_!
.
.1
1 lid, Si
ES
I
-.,. ccrtive
urnmary........,....,...........?.,..,...,..............................................................------ES-1
1 .
J ztraclta tic,r7...................,.............................,..........,....,.......,...........................,............,......,...,.
A.
of Sources Used to Develop Water Balance.,. .,........,...............................................2-1
............,.... 2-1
if !,tii -i,
of Alternatives ..
A .
I:,
C3.
1V
V
V1.
A,
[:
....,......,......,............,................,.....3-1
....................... ........
....,..,..,............3-1
i,
I.
,',nsn k rb\kfaca f
\U,4r''i
P
19-005
ýc
at
ar ,
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
Ciiý Water Light & Power
4
III
. a.xr
..,
.
.
y
i
l'Irn;,1
& Lakeside Station
SL-()08254
i , ý`:onservation
11-1
P,?ý-'[s
!',r
C lo
ý:,i
t ,>op Recircula
11-3
!, 1- Consumption
Dry Bottom Ash
Creek F .Ii',t
Effluent Verses h?:,l
ater.l'ýal:, ,ýý..
Lltnpti,
-,i
F :'
1;uý
Ct>nccntrat
IV-2
V
11-1
11-2
1V-1
ý, s
ý,
ir rri
Load
Metering
C;
B
alance
Flo
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
""j, , , I: w,,ly
u ý
I m \f,
V
U nits 31, .ý,
7
and
rr.,- Hgure i
shows the c ot1SUMPrrI
tor. The stuck= considered naayjor consurrrpov
t-;,,
ration, as well as smaller consumptive I--
seen 'p..
r: ýýit
limitations, the,
I
Lake
Spring'fieId ý,;ý
i
will r1{
ri
)f
notable watt r 'w I I I
r; ;t:,( bN,
r t from the sanitary treani!--ýZt
J ..cilities i
ES-1
SL,-008254, Rev. 2
ed about 11i:
t:-
r
that the
i , . E3io
b e i rir ?udcd
at c,r,: imination of
e,
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
n
P1 -005
ES- 2
l
c S tation
sere; 1! ()n
waste sii, :.1 1:
c
mitering
the
ponds,
this option would cause
1
u, 1wr ti
he, Unit 31/32 slag handling sy>ij .i
to
a
closed loop recircula
r discharged
dewat(ring
)sins appear to offer a good balance of
water
saved
versus installer) cost. "flee Unit 33
l
.
(1
l..
The recovery-r!
e i1) 1., -iltir,, pump seal water would save 0.07
expenditu
SIT; " l
levels
r -4 system to a d r y s ystem would
s ave ot
of
i 1l
orb"
III ý,
rnr)Vpr::ý, t'f'1"
th,- Unit 33 bo'i
l
"''1'
its
apl
appro 1.ýr;ý
-ly (
).V
MGD il the root cause(s) cý
I ')
i ons in the come?
-f the: current and ! u i u
":rtption from
lake .-.j
h
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
Other 0.10
Waste Water
Plant Blowdown
0.06
Dallman FGD Biowdown 0.09
Dallman FGD
Vac Pump 0.07-1
U31132133
Ash Tank
FIGURE ES-1
CONSUMPTIVE
WATER USAGE
AT AVERAGE
ON
LINE UTILIZATION
FACTOR
DALLMAN
/ LAKESIDE
GENERATING STATIONS
TOTAL USAGE = 6.56 MGD
U
33 FGD Evaporation
0.25
U31-32 FGD
Evaporation
0.24
U31-32
Fly Ash Sluicing 0.29
U33 Bottom Ash Sluicing 0.42
U31-32 Slag Sluicing 2.39
U33 Fly Ash Sluicing 0.84
® U31-32
Slag
Sluicing 2.39
" U7-8 Ash Sluicing
1.61
0 U33
Fly Ash Sluicing 0.84
0
U33
Bottom Ash Sluicing 0.42
" U31-32
Fly Ash Sluicing 0.29
®
U31-32
FGD Evaporation 0.24
" U33 FGD
Evaporation 0.25
0
U31132133
Ash Tank Evaporation 0.20
" Daliman FGD Vac Pump 0.07
" Daliman FGD
Blowdown 0.09
Waste Water Plant Blowdown
0.06
®
Other
0.10
U7-8 Ash Sluicing 1.61
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
Projý- :-¢ No. 11319-005
t akeside
Sta
1-1
33 is rate(] for 19
(iii
w c l irrel
each and are scheduled for
r ,. rir: 1n
;, ?t
i
7 I t, kill- S
are
m
I :;I.eside
Statioik i;
iii-
"
,'I
be elh
rt^ot1s
are
located
on the same sitýý ;ýi the'
rlorthem shore of
It, d by the
Lal-
air
Stalions. Opt ,
ris
N. wre developed and ev=al
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
c;_
1,
: ii:c-ide
S tation
w ,-f,-r, w',,ich is last,
within the units
losses" within [tic t-
2-1
SL-008254,
Rev. 2
April 23, 2404
e r1,1iit
can then be evaluated.
,
_,I-;1.,
ýned
and "'c)ws the rapid
e r;lhiati
f [cffirýýxrn
by
ý 'fI
C OnsWu>, five
I tem mi g s
tations.
ý
3liStITllptF.
,ý
lý r.
:,t
' l.
41 _ I l i i
I on various d °°-vi.
,;;1y 1-ii;tl;,
which i
data and p-(.,
B. W ATER BALANCE 1 °
c c u rrent site water b alance,., bas
EP\ C t'
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
sn, rtgcýe , c.
T y1>1 Cý Ilrl_..__
ned in the fol
Two water balances have been developed associ;uý-?
«
i
6 .
n ,43d to the nearest (x.01
MCrD.
L .Gx"rlyI
s
1 1,ONV'S
USED 1N
1 i
F -R
water balances is expla
P.,11
1 11,
individual flow rate nder avera-e
and rrý:ý=
I,.
results
1 1'., -port prepared by
Patrick Giiacomznini of
% for U nit
1
as
L akeside. ... --- .....
', ()
(ý .; ti,IL_.t, a within these
two
0%
Under
1):)t
(iWns
ru°e
based on the
valt;es b y 2
1 .t. ;12 1' GD wastewatcx flow rate
c+ i sons are based can C
-112,
v( re (;J. : (',
red
by
rolu,.
7 _u
it
3 3) FGD
=.,d L b`dac
1
repay
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
'I'eS
i
_c,\,_ition
Study
z=xr°c ý ýý ýt. e:.: L-jnciy-
is based on the Konr
FGD vacuum purrip weal water flew
rate
under both average
and ma
under both
^ýer,:, and ma
conditions based on the information listed in itecri 7 of an e-mail froiiý
I';iric
/f)4.
It.
14.
l ,_.ducin
2004
t/3' and
33 is based ors G i
,
,,
dlh
=>a
were calcltlated
by
1 is load
conditions
r Fý:rrrnat ,,previously p,,vided by CWLI'.
i.rn
2
_;
ý
4 , Rev. 2
r -,Iiim
.
between
11,111;
1
Lakeside
flow j-:
ý
to the
bases! on the
t ed 1/30!04.
ý ý5n1
;I9-605 watel
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
water
makeup treatment svster; j
I",
d to
2-4
sses.
q!talit ity
I I
i:^*,-.y
focus of the
a CCOL' IC
11", :Ash
(i.e. miter backwash,
It() reject and
demineralizer
gfeld and are,
thý: rcfore, not considered
consurnf
4.4`;%, (0.29
M
t_T,-if, 33 bottom ash
M
ý,1 I . At t,-, the
! h
j) seal water consumption
11 ly r ind water tr,
°I ::
total consumptive',
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
,"Ix-i-1-
Station
ý
,11
Study
( ',)1
tI
i;
i
e m 4
any additional consnrn
er the past three N,,. ý i i .
2 -5
SL-0 08254, Rev. 2
A
pril
22, 2004
W ýi'=i j)1o=litc
a continuous average basis.
m ými
I-II,, J,i :t
for de
on water
m ent plant serves the three Dallcnan and two I 1l.
I t `.,;%C and service
'die"
II [II
, ,,
C 1', IT filtration plant,
asses. v Iiich are significant o r would be cons
W 35.4 e2.Jcc
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
2-G
n Unit 31132
Dallman Unit 33
1/32
Unit 33
T )ý
I
;
1
_I1-2
SUMMARY OF CON'Ai"li'TINT
LO'-1-11'S
11N AVERAGE
LWJ) W,`.TLR It
SYS"LEM
pP,-()
r
Slag
Fly Aslr
Bottom
Ash
Fly Ash
W:j 1' ý1r1p
4.4
3.7
01.20
OF T(ITAL
2.39
36.5
1.61
24.6
84
0 ,25
0 .06*
().05
O's
O.()4
11.6
Losses
to
C}.(?1
1).2
TOTAL
6,55
Bl«wclcnvn
0.09*
1.4
Wastewater
Clarifier
Treatment
lowdown
-down and vaccturn
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
Project
No. 11319-005
2-7
Dallrnan
& Lakeside; Station
`""* "`"`
tv ý_ýý
4Q
SL.-OOS254 Rev.
2
Water Conservation Study
April
23,
2004
l E Ii-3
It-3
CSI' CONSUMPTIV
M
I()AD
WATER
Dallman
Unit
31132
Dallman Um( 33
i32
SYSTEM
Slat
Fly Ash
Fly Ash
Bottom Ast1
FCD
E.aj
09.33
4.3
ý--rjt)
I
vapcri«ýaon
0.32
4.2
sh
2.53
33.01
2.05
261.7
( i,iClýl
01.9
11.7
0.52
6.8
01.44
5.7
O.l1*
1.4
Blowdown
t` ,;?, :
L.osse0Vents
0.0}9
1.2
I-)
Vac,ý,irn Pump
Q.06*
0.8
Gypsum I', oduct
1' c,
01.7
1(1[3
\ \srdkb:datki'v.,[p\ 11314- C#G5 ,3mconserv2m¢»as:a-
I
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
I,
,
IIY
l
III
l g-(In S
3-l
1;31.11
W
ater Conservation
Study
ar,lr
ý;.
fly ash systems use a
wet
fly ash
Ii,rndfng system to remove the fly ash from
the
sy>;i ý i, [ c,)nsists of hydroveyors that use water
to create a
u
and slurry the ash to an
ash pond.
system is dry from the
hopper discharge
tip to the hydroveyor, In order to save the water that
i
use=
of a
t i : :;li-+o rt b lo'.IvG1z, :::1f
rld he installed it the.
I re
wý-,=ying air strearrr and
collect the
a<,)
ire
a hopper under
t],.
lie;
t!. «:,
f,
rrerl from the filter
separator uc,l+, i 1;,ý"t,2rr21 and
foci I; to
r.,
"-
r
loci.
!
,,
J
r; beneath the hopper.
Two fLill ý.i1:-
1
from
rhc ; i;r lock feeders to the ash
pond
is a r<
-w 4
,ý,spu
t r ;1,
h , ical vacuum
-130' x
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
Unit
33
mc,:
kinical
vacuum
producers, a filter separator and vacuum conveying
i
.
i'irv
ti-+,`u
world be
ti )g vacuum header to the hydroveyor, New
A pril 23, 200
vaý: utmi P 111111",
1,-1-)uld
ý
b e added from the
s e,-rc: ý,
Ive to the filter separator located on top of
l ili
ý e
separator
would collect the , ý
d coi:ur ct the filter separator to the vacuum producers
O h thes
h
aul
it ý,fi
about 20` above grade. Trucks
al rise or to a
oiýrs ofby ash production by Unit 33 operat
% ash. Initial invest,
s, A new
n to the silo
ng at
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
t No. 11319-005
3-3
Presently,
slag, and bottom ash are
wet sluiced from the slag
)EWA,TER
°'ag/bottom ash to the pond, a closed loop
recirculating
bottom
ash system can be used. T1i,: 1;,;
ýl.ý:.
jet pumps and a portion of the
discharge
pipin
w ould be reused. The rest of 0,
c- ,II - ]1,r: piping would be left in place for emergency
backup use.
U
nit 31/32 system and the Unit
,,
.y-item are described individually below:
Unit 31132
t ank
C be ,,I,
anno: l
I
l f- cbins.
i i l,e Unit 31 precipitator acrd east,
I
!he
i i i ýg slag ha
t : 1, L,
two
Tire i
-.ý.v
Unit 31/3?
c1-
-
-,.,
a,1,".
rl.A
durin
This
area would
b: ,one available with the redesi
tank and purnplivý-
;Id be located south
of
n i¬
dy
f andle t
he
amount
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
D,illi ri-n & Lakeside Star
V!';a,x Conservation
Study
ICJZV
kSE
I
ý Ill'I I_11-?
l'11:1
ll W
\S11 CI.OSED
LOOP RECIRC:
Tb,-
c'lose(l
3oý:,
sv: i ;,I
d: .J:,.
zI
a
maxin
ýi,ld boaorn ash
handling systems were converted to a closed
loop
1,,.-
-,vould
b e
demo
1r;:u;.ory, and a
ir
a
tile
'Lotiw:3 <dsh system
.would
L)e abandoned
in place. TI
te
bottom ash would be collected in
the crew
c iiirl1ci -cnd
vacuum producer would
be loc, i .:d at the , tc,i;, 1,1.E
cl'e
into the vacuum system.
l,jr =-onlmercýý :
I L!:-
or off
i ( a 16 degree angle to allow the
nd
stc ; e area. The
acrd
wi
;
r
,
ýý
lire
wall-
[ fl 1l
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
Table, III-3 suiiilII°
used.
water crl it ,;,;-I
d
United Conveyor
is the only suppl
w ould cost about
$2,200,000
acrd
the installed cost would be in the range of
$5,500,
i Icl;i
-,,Ilich
is planned to comru,iice
Iii;.
r-,i:,te
5 5.
The
n1;
I
-
-at. \i within the e xpanded
3 -5
s ystem vacuurn system, The equipmen
(,iii was
c ir h r;.; .rý ý;hr systernhaspotential, the availability
of
suppli_-r:, and
1 this Cýt7Cý"'.ýt,
t1?,
'i°ri"`. wet slt'1C`E`
sx'ntein
could iiot be
i_ n? hýýý b,-n installed on a 400
1
;,ýrr,r_:rrrce
is
limo:-rl
otherwise
disinfect
til - tl,.%w .
J. :
lwt:
ry
,1 t1 i
cc complete sets o`' v -titer quality data for- th,.
f; ý ý
ý
nt
`tiliý;
f
t;,,,
Ii
riI sevlýn:
-
i <I
i
j
I i
be determined when
the i i.
,,
,
! ute use oi clfluent is a viaiOle upi.IO'',
T11 ti
i I b`alnra l \ewlpl I 1319-005 wat+:.r cu.scrvrdic?n swdylsl rerun-1-008354
r3,ýtýe.
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
the
possible exec
F : t.x nIcly-
:1-6
iiur. Therefore, the use
I,,in 95?ý.
little as 7.04Iý-lGIJ in August to as i;o,wh
as
17.98 TVIGD
us (4.94
co, it Id, i ý-d , onsutnpU water uses assoc
a
vera
-, 4I;-y
ash handling and a
wet flu( ;-,:Is desu'lfurization system are apl
4C'rD.
After Lakcsiah
Station
is I, i I
ri , i
., nd the new unit is placed in
water uses far
if.,:
ing Dalhrl,Aii Units WOUld range from 4.94 to
maximum toad conditions,
respectively. For the ptarpor
-s of this ev
f ated with maximum look'
k i,Tions
(5
A)
(ry'da,a
l c, tP., 1319-005
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
roJect No. 11319-005
ide Station
SL-008254, Rev. 2
Water Conservation Study
April 23, 2(104
C OMPARISON
OF SUGAR CREEK PLANT SANITARY EFFLUENT
3.2
s.94
7.22
1001
3
.2
4 .94
I . ss
1 00
1 0.42
Mar-0 I
r-0 I
3.2
4.94
3.2
4.94
5 .19
5.62
5.51
7.05
3.2
5.62
3-
S'
7.04
J-01
7.15
3.2
4.94
3.95
10.94
3.2
4.94
7.74
Nov-01
'7.93
3.2
4.14
4.73
3>3
3.2
4.94
t , r
l t'H
c onsumptive
losses f T,:.
could occur 6
Ll
fi
nal i i I; ý, rrt ronr the Stioar Creek. Plant
is
not
dis
effluent
is riot
p-
1,
o-1,
,i, ii is
received at the,
,power
plant. We believe drat Ml(
I-
Dallrnan
e nt
ý mn.ptive
Available for C onsuwj,
r
1,1
i,ý4uced ca i_ ;r; `,I1()
within ii,r
ash
handling
and 1.
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
1rý, f ý,n. _ u ,,e of effluent within the power p1
itLin the ash handlIM
so because. the
operating temperatures within the ash handling an
100°I 1ý1 140°F) may he opt
I I jcrr,' MI populations are being kept under control, and
is not occurring.
ri:'
ý' it l \. I;1
ti,,,,
W i,
li, ;,I,!
u ltimrtrly
di,ých;u
Afler
pumps to o , the flow
1-1ik at
,,l r1
u
;he water
from
Id be waved
if al I the, ash slu
i; tnk to the inlet of
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
3-e)
-008254. Rev. 2
'floe ash sluiri v..,(cr recovery system proposed
would
consists
result in
ground water stand.,r,?, he
i:i:,
pumps and new
cent lo
iI,, existing ash .handing systems requirc,
some rel
iý,( -ý , there are adverse environmental
nnp.:ici
,,ssociated
r evio: i,
,,,
<.
(r :'audy performed by Hanson
iII11tt1 , i l.itlSl i;-'
w e leave ;,I ý>
i S(i ti+t'aI \ Vater act
l ily,?
Ftl
FGD Sump Pit
E
tll1S£'it
"t it,.-
I
u' )
r,
, i
-
:y
,' um
falter vacuum purr i . eal
water i
.
jowl,,.
The wastewater (oV--i-I
in t,-ie su
Tilt atiorr ;ý!ant, but is also
occasional:
N,
tT..ake
Sr.? n.
1'(3D pond and the;
2 ti
I ii
II) waste ,i (er being routed
to the lime pond and
1G'%a being routed to LaL
sl
ý_'t
water to
tank.
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
1'r, Ijcci
No. 11
llm;in&La
2. Ash Handling
System Water Management
o mmen
ti ! i
1) ,ý: tier c onservation
recommeT
ificant equ
l-,,,
ý,<<fý (I
an Ash ll;Indling Water Study (Appen
e els by
45%.
I II
G a
ýI }
al,l,1ý.cation be evaluated.
R,
available
wastewater treatrn+
the
sunnner.
:3-10
;_ LL. 11owever, because
t1,
l),
_ ,,,i.
plant, CahILP has rep- ;
water for
this
?
j III-1r"Pd. However, ¬-:-.ý_
nded o1,,-r.:r
l %I F1
.,
l ";(-II4.."¬ ;ý I? ( t)",1 t Ct 10 "-1 l i?( )NICITY A
T F1t Iii LAKE
W;I"9 I
is--
I-vel
e1tcd
to
potable water
;j;ýýi&,ble, consi&ring
ash handling
ions
,1, it
is
ur understandin
o
i ý ,w l3
until apprr,--i,-,1
;,t,,
I,,
Cie
h iring
;;II ;
:mni 1 b data PC, IP,11 3 f 9-04$
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
ý,lltt-,l
-5z,,), ý p -t. 1-.. L.x..ynclyýýý'
on
Suit Iv
lieu
of
potable
water
for heat exchanger cooling
i
I ý io
Fouling k
- 1Ild
be adequately controlled. This could be accomplish. J
by
feeding biocide to the
1 ýc:. t c ýwchI,j;:,-, ý
I's
sand dechlorinat
permit.
Un l; -ý-unately, the configuration of these heat excll:-ýItýýý
r.
is aci orally twelve separate
to the common italet and
outl¬
i 1:
water to th(, - I I : ;I
i,ýr Unil 31/32 and Unit 33, wl, i, II
II,'-li.ac these heat exch.tli_ t. r r<< t,.vorl<s inclu k
r-(ý;
<!-
rtt facilities, and also proviid,,, the source; of pi iii
:' I , .ive piping and/or eqn 1, itnent modifica
ý ..ter. Based on then ,
,
-
r
r; id,
rations,
a complete
°, h r,-.:
ctical.
\
.,nlItr'.ýw;3lct,[P1I
I3 t9-00h
v.ate,
consrra
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
SECTION 4
i .i i1,-ril ;:,
curren
,
,_
I.erize
the sources of
boroji %,ý,,ithin
the power plant, the lji her f,i
c,ri
levels
nay be due to arnnior
a SCR operation.
-,i('1_
<
iýpecific
reasons for
these levels.
n , r.;,i:;,a! i ,easures co
i luent available Fr
s tudy.
I lovaev(
ntly collected by CWL,
-2) to
estini ,. e the
increase
i`
!,!
trate
order,
t'
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
9-
sic
servation Study
Unit 33
A l3 f (' IV-I
M ing System
Unit 31/32
29.16
ppm
1'0 12
VARIOUS A LTFRNA'
1 /32 to dry fly ash
1
:i
s old.
Howeverjf,4 33 cow-
i,I boron in
fly
ash sluice water, v.
(h
th
r
,
\nsistent
with the flow rates anti the reported
v.; l{.,
1-11
r:
1,
t he boron
coni ,. Irt1 t!Icri ii
only
I
i,Ln
vs. 201
4-2
SL,-008254,
Rev. 2
April
23, 20014
o converse,
it of'bott.onr ash
..: ,i
3,,
fý,.rr°
onc_ -throu-h
,
1:i-
r t,
of
-I,r=ration.
L
\ \.'nIIbda¢aI\cw-Ip%133[9-P0awaterco"Crvationstudyt;.L.
t
.4tIciuc
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
would i .r .
"the largest it
converted to closed
loofa I
_:
ration. As indicated, boron concentration
could
i( lý._ýtding on the quantity of blowdown
to Sugar Creek, which would
supplement tyre 30%
perch d_-lion losses
ýi-i;,a ,iom boron in the makeup
wqt¬ i sojjrc;f, woilliki
l
ýý _sential
,116
iiiuRý,t sire in the ran,!,,, of"4i)()
w !, 11f ,s^t-ni cc,rldb
= ýh << >ystetn
< ý:,ild
be costly
. nt 11 -C.i ,,;1 study. ;:
'
'
also recently indi
f
ion in the di>:_C:.u
ch higher slui
I,)
Sugar Creek
by
more than SU%,
MnO
it 1 i011 1
I ioik of this proposed
.h;veloped as part
of
a
r, Outfall 04 by re
wastewater
to the sewer.
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
C+-,t
,
n
I , ,r,clyýIý
W ater Conservation SGrrdy
systems,
which would result in a conversion to closed
moth
st
1!}
i
c lahorat,
ý::p
I
1
s
of
actual plant
wastewater
to the model sysi, ;i1 as well as
gtion and/or blowdown. Daily st,niples were collected
T t
1,
Id
the
scope
it was c- [eluded drat convers
qw
4-4
r of water quality parameters.
I,,ýrJI b; at least a two-fold to
three-fold
increas
; ;t7 1 1o
s ome water
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
City Water Light &
Power
Figure IV-1
-
Mass
Balance Model for Boron
Sargent
& Lundy LLC
Dallman Power Station
Prep'd
MR
Water Conservation
Study
Rvw'd
PAH
App'd RLR
Rev 2 04/23104
Q 33FAC33FA
Unit 33 Fly Ash Sluice Water
033BAC330A
Unit
39132 Fly Ash Sluice Water
Unit 33 Bottom Ash Sluice
Water
Unit 31132
Slag Sluice
Water
QFCP
QFGDCFGD
QswapCs".
Q FntCFnt
New
C-----4
Surge
I--------I"
Tank
Optional Recycle to
Power Plant
Percolation
FGD Blowdown
WWTS Sludge
Filtration Plant
Sludge
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
SECTION V.
Conc
_
ptýl;it east
es,
i En,,
rate 1
I t
the fottc»jin
i
rCUlating
Bottom Ash System
,
1
[fluent
as
Additional
Water Source
ý stos remc
e°d during construe
e
summarize
` =mri`b' entaI`m=Ip°d(3I£-00f
«-,atay cvnýerva;Cetn seud ý; ,tpim'A-008254
2,d,c
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
-2
N/A*
1 11. ',;I,
Wat(r 1'ý--very
N /A*
N/A
*
P ,ýrlW.a: at`-c ipl
.'.dot,
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
6-I
D4ill;rn;°iz &'
I ahr
ýruion Study,.,._.
SUM
ý t ilt l ,& CON(
I IrSIONS
terms of reduced water consurn
The alternatives that were reviewed
, ,n
d ( -. ))eri
, 1
their
installe
iý:),
1,: 1,.-A
1, op operr
cannot use , dry tank. A dry
bottom ash sys`
l :iridlin ofters
I
rd to water r ,::111 -, ý_ ir,°ir
[i fi
It should be no!;
1
t1!: it.
regardless of whether tiny of the above,.',
. . ý,,; ar
is
, rent
f.
Units 7 &
8 in 2009 will reduce cowls
i ;,ii water losse " :,proximate
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
Il
R <11nixi & Lakeside Sta
S CIMNIAR1'
Q
1M.,
U nit 31/32
Installed
Cost
54,100,000
1 _Init 31/. "
Unit 33
ý n
r 1()
i.ruý V
U nit 3 3
0 .29
2.39
N/A
1Juit 31/32/33
$1,200,000
4.94
ý
0 -
1 h l 1
fi
11:;nr
A '
a;
I landlin
o 1 'urnp Se: T Water
W ater
,,'I ,
t
3 .74
1.84
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
6-3
ater
Versus Potable
the water is retained to Lake Springfield), the power plant incurs
addition to the above consump
loss reduction alterna
e cooling source in the HVAC" office coolin
-i
ii)n
and dechlorination sy <GLrns.
,i:, ble water to take water i ,,, n ot
r -, actually twelve separ,,r<,
-,-lýit?r
cckuld provide sor"n
i1);;
b_ me
z I I ý a potr?'Ir.
.?-!Aer
tv a
allatin
ion of the eat
exchanger networks, each of which would n--
I
ý i i
rc
a cost to purchase the ý,, aik
i
Ilom
the
filtration plant. We considered supplemental biocide it
rimrIItJ l ,.ms
I I i" in
1 1%,('
((,
Su
to addition
to
the
evaluation
ref water i
borcri
sr:ý 0:ýrd
also
-,r
n-..:i
f vc- ;
from the
issues
related to the concentrati
A ýnI r h ':data I -y
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
Water Conservation
iýý,
data in the
Hanson study, we developed a simp
re, n
i
(,rut
with the actual bor
e
i
mate
3 '1132 17ouw;i
,::1r
sluice systems
to
r ecircu
( fr, )
ý
I 127.79 pprn to 42.01:
r,.,_ i,r ýI !,Iting operatirr.:
27.'79
pprn to 29,'
in
boron
concentration wo ýId occur if wastewater
I it ýr I c1
the ash
i,iandfng
systerrr
rrivel
i c J
to closed
the
boron
con-
"it-
II , II irr
,`,ill`iýi-C
;'CE`f.'It, fr;I'ij
I[CkT
I', CU
II. I'I K 'vets,
I
r,
ict:-
i
`Lai i1rr
1"ýýriý)I2
Concentration
I I,'(i
i
I I
ash sluice system to
',I
l l . ,
I
r."h
c ontrary
to
"1l boror.r ý,tiri,
tli, 1 ,)n-
1,1'
h -
: ý I:.-
recently indicat-- l i hat
1 .,_ 1 ' ;D wastewa..
[to
the. city sewer as a means
1 1T 1:a:_ýy 5 E'
T 1,ý :
largest in,
'
.\,{r,!
I
nýa?;ý,
I I
s
I s
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
B.
b:ý3,and the scope of dais study,
we agree with their basic cone
1,1,'y were based on the resuI(.,
G
_
iýh;r sludge landf il I operating permit,
tlh,, E
i;0
I
ding this ssue.
f low meter.
I ýw
zazozai
d iii dzr,
sh han
urnptiv(
'
, 'v, . i ý at the Dalllnan anal Lakeside stations are z,
l)ouph v ý,t directly,
6-S
i s
ý
1 -I-pti
included theoretical modeling and laboratory
operation.
In addition to boron, I-
al '
::Sný 1 ý';\trtRUF t ýt ý'. ýF ý F ý [ x,T-UOS 1:34t".F eGRS
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
,T: t Lxxrrcay-
A pril 23, 2003
r
rvatiou Study
Revisi
either be implemented
or ev,Ai;tted in furthcr dl.
ý
A ->i `benefit analysis
for the various
alternatives considered
is beyond the scope of this study.
The r,: fore, we cannot
provide
recommendations v.rith regard
to s7r:.°cific alternatives, which
should
i- r lo,.ses or the ccr -is for implement
w_ý c
will need 1..1
establish
specific
water usage constraints for Lake
Sprul.ý, k, lei and determine the
financi.
A r : x ,1;1-, ý:s which can
be allocated
for water conservation.
,yond the scope
of this study.
ý1 ?lj:ý- i;:-,, rrts in surface and groundwater standards
14ý,a9 Liner`s iuak(;ý.1
i
"s 14-t1fiS
war6=r con?crw.
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
Project No. 11319-005
Dallman
&
Lakeside Station
Water Conservation Study
Appendix A -
Appendix B -
Appendix C -
Appendix
D -
Appendix E -
Appendix F
Appendix G
W ndy
ý. .
A PPENDICES
Cost
Estimates
CWLP
Water Metering Points
Effluent
Data
Sugar Creek Plant 2001 Flow Data
Demineralized Water Consumption
Ash Handling
Water
Study Draft Report
FGD Water Flow
A-1
April 23, 2004
Revision 2
:+snlIWdatal'.c.lp,11319-005
water conservation study'sl reports\sl-008254 rldoc
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
ell Engineering
Co.
Letter
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
May 18, 2007
Mr. Douglas Brown
City
Water Light & Power
3 100 Stevenson Drive
Springfield,
IL 62703
City Water Light
& Power
Wastewater Treatment Facility
Burns & McDonnell Project
39600
Wastewater
Treatment Equipment (ENVIR)
Electrocoagulation
Dear
Mr. Brown:
This
letter was prepared to assist in
City Water Light & Power's
(CWLP) efforts to evaluate
boron removal using electrocoagulation
(EC).
Introduction
The Illinois Environmental Protection
Agency (IEPA) has
requested that CWLP evaluate
pre-treating the Flue
Gas Desulphurization (FGD)
scrubber blowdown wastewater
from
Dallman
31, 32 and 33 generating
facilities using electrocoagulation
(EC), prior to
discharge.
Boron
in FGD scrubber blowdown is derived
from naturally occurring
compounds found in
coal. The boron is carried in
the flue gas after combustion
and is ultimately dissolved
in the
FGD wastewater.
Boron removal
by electrocoagulation from FGD wastewaters
has not been verified
by the
EPA. Verification
studies by the EPA
and the Department of Energy (DOE)
have focused
on
contamination in
such waters as drinking water
and radionuclides in wastewater.
Contamination
removal efficiencies
(CRE) calculated in these studies
indicate that boron
removal by EC ranges
from 3% - 71 %. Research papers
on EC also indicate that
EC can
remove boron
from solution depending on its
form or speciation. The range
of boron CRE is
explained by studies indicating
that EC works by creating
stable precipitates from
contaminants
in waters based on the oxide/hydroxide
activation energies.
EPA-DOE results
also indicate that EC is unreliable
for inorganic contaminants
that do not
form
precipitates or do not absorb
to solids. Certain forms of boron
are among these
contaminants.
9 400 Ward Parkway
Kansas
City, lrirssouri 64114-3319
Tel: 816 33.3-9400
Fax:
816 333-3690
vArrv.barnsmcd.com
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
Mr. Douglas
Brown
Electrocoa
Pale 2
Electro<;-nýýul.Ltion is
a method of treati
ists of metallic, electrode pla ic,,
Plates to
cause contaminants in wastewater to
became destabilized a
The l;
W ,3: ý,:,t i
in the annular space conducts
electsi_
i
dissolved wci.il il ins react
with contaminants crew
filtration.
T
sacrificial metal
lar s pýi
r(-?-
f
r ecipitates
that are remo\,.
, l by
n
w[ ,1l plates (,;n be made from
several materials, aluminum
r, pi .c._ý:ntin
ii a1ci i,.l in
boi,ii r,movaL
I Ii!1ý,
Id hydroxides
that preC
i4;i'; ýi , ,
!id:
or
±,-)r an aluminum
electrodc:
al boron base rear
Where:
--
l-l
,
11
-= Electron
-= Water
= Flvdl,,,,,. II
, lui1jiituln
llyd;,
-1- > l 1
Ion
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
Mr.
Douglas
Brown
c oagulation
Aluminum borohydrate
Contaminant reduction occurs via
two ýncrh:+ni=;m;: flocculationfprccil,ii:itioii
and
itarriiii;nif ,
electrostatically
adhcrý, to the flocculated
>n on alum
b e no greater
!h ,ii
'U"/o of avaihd,l,ý, boron when
ads;,i
ption
other contaminants
such as chl, rides and sul1:1i,. :,..
both of whiA (ý..i .i i11
I
- -1 11
flocculation/precipitation.
:
+1C r 1
f,,rms
are boric acid
1,": low d (100% b
' (100% borate) 1. 1-3
s p"ý-,.i,, in v,; ic. r.
The predom
Boric acid p
wdoii+ina(,,
,
at
pll vin;:
prcdorniw;.tc
ýýi pill
r
emove by roost avail:,N,
ýý ý l
GD blowdown
;ýý,
I
,iý.
pt
-I
dependent
id),r,N!i :r,:,- 1,;rate
id is a forii; that
,;i
,1
_'\,:;ter
in the
50%-- 65% u1 boron
\%ill
(,c
10ý'-ý''t
,
ti ion
I
from other FGD (lowdown
w.ýste rr iý.: i cony
a tically lows. ; l :oron
rcmoval_ '; ,. ' i ; ;, '
i,-,ii
cnergy
I
'111-.
lo,-
-l.
th,. :,ýAivation
enem..
(he
h,
+iiý .ýl ; l,
I!--h
as chlorides an"l n ll;fi
ý l[lant
ý ;
ý
ru-tý,i,
lli
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
I'Io,t
rocoa
b oron.
boron.
n,
t-ý.
onauctor
not e,I:,Ily (, -. id ized to a c?; npoun
ith these
other chemical
c lý:,iý,ý_
raid t hus wiII n est
r ;;ic(
,with t he
al
urI inum
ions readily as anions such as
chlorides
I I.ates.
,t1 id is c,Itr,
i.k re
(
,ýý',
f1,ý1
(ýtrr11
n
-..
11-_
11
in
t h.- I-
;
r ecipit
gyred
alu1ninum
borate and
other
I h ý ,
l
r,i-ý'niI
t d ).A
s
olid. <
reated is 49,000lbs/day
:,f
4`'
,; Is
c ontent t,c a 11(o, r;ii,. i,!'
N
_II-,ni. I ,uclt:tted
sbi_1, .foes not include
pr,. ý-.
ihit:,u-ýýt1
1, :1,.- tions
with
other con,,(itucr!t-, itt
!-.
C
ost
E
stimate
,;,t,`,.
,~tssaciated with the
Dalltrtan cAt-truct
I (:itt.',
l
i{!(1111 d
oes not have a s trong toni c
e r Systems. Inc.
its 10 ft x 1.5 ft x I l<`; i n,. 1, i 11g(_ k.
poun.1
hasis
for
alumitti!n)
-
this equates to 26.5 lbs per slot, or
5,'750 Ibs total. V.'ith an
irr!:tcoilt.ur,,I
-Itio!ý ýIT:ý1,.:,ut 1 1,900 Ibs
Al/day, there, would U,, !r!,cwe than
two coUtpl
II 1-Y 1.-
100% Utilization, res,!?i!ýý
!.'l!-
int
. ,ý-wi
1. K. Quid art 1
f
o
t :J t`!Ainum
electrodes in,
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
El cctrocoaguIation
r option from an 1 F ý, wriliý :,ti.Fn
study on a Kaselco FC:' systern w,
k Wh/1,000)
!.,al
of wastewatcr trc,rilcd
stcel electrodes and
a maximurn IDS
concentration of 250 m /l.
'11)c,
.wwli I I}ov=.-cr
consurnption is expected to he
the h igher 2 0,0}00 mg/ l
T DS conccntr:ý.fiýýn o f the FGD blowdown w
astý:itCI- .
0 p'),
,' ! : 1
. C1n',
( . C? S ýS
i< nti!y
)[;ii
i ,ius,
F;con, , f
ul-,i[ :ýI ý]
h i"1
O n itýCost
? .50/Ib
/hr
111CI
ilw-tl
c il
ia
i, ilý i C
-D I 4i,1
(I I' .I, )hi,
u ra il l i'
4 , 34:_':,00 Ibs/yr
.
50,000 miA;ours/yr
u Inti
___
f ý()()
tens/Y-ý.___
u '^000 kWh/yr
i
I
d
i l
i,,
w
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
l Icctrocoa
ulation
h og
ý-,,
rcntov.i' cffccicnc
incttlio consurn
T DB v
,
,
;1
\l ;!Iý.,
: ! -;t cwatcr,
criliý_c-i boron
:1L
cffici
to b e d r!!r,ý (iý:,,T' dcýiC;!`-ý'ý-l
from thci,i,,-JC;iI
d41e tO cornpe
1 .'
ý
ie
ctroco;l','tiL;l
l
IoiT p roce` s,
l f'you have an,, questions
on the above, please
c c:
E`.! trc
, i.
G, co
I
iandling,
associated
w
cl,!rica
i ncy canna
n hiý_I, I),(ý,;,Ji
and
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
ATTACHMENT
E
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
CWLP - Boron
Mitigation Project
A nalysis summa of raw scrubber
blowdown wastewater
pH
TDS
TSS Chloride
Boron
Date Location
(units)
(mg/1)
(mgll) (mg/1) (mg/1)
911212006 Units 31-32
7.00 22,530
511
101212006 Unit 33
6.60 24,727
1,330
211412007
Units 31-32
18,371
3,357
211412007 Unit 33
15,485
5 ,485
5,158
211412007
Units 31-32
-
_
---- _
2,871
4/17/2007 Units 31-32
6.75
_
21,956
2,530
7,200
452
5/7_/2007 Unit 33
6.70
18,475
_
545
5,390
250
_5/1_0/2007
...,
Unit 33
.
-
6.57
24,360
3,880
6,320
333
6/1212007
Unit 33
6.85
26,948 16,386
_
10,200
522
Min
6.57
15,485
511
5,390
250
Ave
6.75 21,607
4,063
7,278
_
3 89
Max
7.00
26,948 16,386
10,200'
__ _
522
,Analyses by Prairie Ana lytical
and CMT
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
CW .P
Foron ýý'ilic;aflc?1i Project
J ar tests with polymer and/or lime
---
4
Date
° I Y1
A nalyses b Prairie Analytical
pH" Arsenic Barium Boron
c
admium C " romium Iron
Lead Manganese
Mercury
Selenium
Zinc
(
units)
(
ppm)
{Ppm)
pphi
.j
h
r)
_-
{ppb}
_
(ppb)
(
ppb)
{pPb}
{ppbj
ppb)
;
Raw
7; j
<0
5
Raw
settled
6.7t}
t'ý1
0 4 3
1
=
; -
3,440
4,870
1
A3ýi
1 9.6'
4,910
5,980
21.20
37.201
551
j
541
<100ý
<100ý
Jar 1
1
7.31
<0 0,51
a
9
-
<
-
<1,000ý
<2
4,340
8.12 ?
524
<100
Jar 2
e
7.571
.
<0.0 0 .379
;
-
< .
-,
.
<1,000 ,
<21
4,010
7.90 1
546
<100'ý
Jar3
?-
7.78!
<0.05E
0
10
_
-, <1,000 i
<2E
3,780'
_
6.59
556
<100i
Jar 4
;
7.94
<U5ý
0 91_
_
< <
Cý'
--
<11,000ý
<
4,130
8.16
-
1
527
<1001
J ar 5
807
< 0.05i
0.367;
<
101
.
rt _-`
<1,000 1
<21
3,850-
6.78 1
418
<10C )l
;,' r6
*
7.62``
<0,05 i
<1,000
< 2!
'
4,300
2.77E
426s
<100
Reduction from raw to settled 1
[ -16,7010
1
r;. ?
0 ( -41.60/6 -50ý5%1
-21.8% -75.5°14
8
Reduction from raw to Jar 1
3
I
-5.1010
- ^
__ -` 7 0.9010
r 3 .ý?3
1
1.6%
61.7010;
4.9°141
Reduction from raw to jar 2 3
-2.2°10 1 2:'
_
70.00,0 ! 6&c-
18.3°/a ý 62,5% 1
0.9°14ý
Reduction
from raw to
Jar
3
5.9%n
;
3 I 7 0.9:: 68,9°
23.0°/aý
68.9°10
-0.9°10'
Reduction from raw to Jar 4
-5:
- '
13.. 4
1
-
_
6
8.9°101
1 5.9010
6 1.5%
4.4%
Reduction from ra w
to
Jar 5 i
1 '
_
_
_
7)
=
21.60101 68.0%
24-1010
Reduction from
raw
to
Jar
6 !
-
1
3
6 8.9-/.l
12.4010
86,9010
22.7°10'
1
Chloride
Sulfate Fluoride
Citrate ( Ammonia
{Ppm}
{Ppm} {ppm
{Ppm}
{Ppm)
_
i
j
Raw
Rata settled
i
i
5 ,390'
1,370;
1121
_
0.2091
Jar
11
i
5,250
_
_
1,520
1101
0.220r
,
Jar 2
5,480.
1,120
:
<0
t-'
Jar 3
#
5,4513.
1,190
- -
11L,
02291
Jar 4
1 5.450'
1 ,180 -_ý -
-
1 ;
ý-
ý
_
J ar 5
I
5,53C'
1,18 0
--
11='
0.259!
!
Jar 6**
5.5
r-
1,184_
< Fý
1 1ý
,'"` Combined sludge from jars 1-5.
r
!
1
ý
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
H
1
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
This Agreement made this AN
INTERGOVERNMENTAL COOPERATION
AGREEMENT BETWEEN THE CITY OF
SPRINGFIELD, ILLINOIS AND THE
I()
d ay of
C
City
of Springfield,
Illinois, a municipal
c orpo ration in the County of
Sanga mon a nd State of Illinois (Ci t y ), a
nd the Springfield Metro
Sanitary
District, incorporated and organized
under the laws of the
State of
Illinois (District), with respect to the
treatment of an industrial
is Agreement is made by authority
of Article
7,
Section LQ of
the Illinois Constitution of 1970, and
Section 5 of the
31DO Stevenson Drive
g field, and
nd
operates an electric generating
facility at
f acilities
create
e liminate the baron concentrations
suc
w aste water could still be routed to
the Dallman Ash Pond
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
Facility with that discharge
again meeting
the
perm
c oncentration limitations,
without success
S , the City has approached
the District
regarding a proposal
ste
water streams
to the District for
WHEREAS, the City proposed
such
a
cility, and
a chieve compliance
with the
exceedances for
which
tion
t
he District
g iven an
effluent limitation for
concentration of boron
in its
discharge based upon
the Board's general
water quality standard
for
boron
and the data
further suggested
the
District's discharge
would not
ly meet
this proposed effluent limitation,
and
REAS,
the
District is willing to
accept the Citys F D waste
water
streams in accordance
with the following
terms and conditions
of its
Agreement,
WS:
1.
The C ity w ill install
at i
o posal
to
IEPA to direct
es necessary
to
deliver
t he
FGD waste water stream
from its
facili
above des
facility to the
District
the District
has a
k
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
The City wo u ld be r esp o nsib
le for securing a ll n ecessary
n d easements to
construct and operate a farce
locati
2.
The City at
its cost will install and operate
a pretreatment
at its generation
facility for the purpose
of reducing solids,
3.
ste stream
before the same
for
the purpose
e manate after
.the Ci tys was
4 . The Cir_v
at its cost
ubsequent relining of
shall be
forms
a .
b.
L ift
Stations
Schedule F,
if ne
e .
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
professi
p roceeding
before the Board.
of this agreement,
the
a t its
sole discretion declare
this Agreement
t he site
specific standard
I
ischarge from its Spring
Creek Plant at the City's
cost and
w ith the City being responsible
for se
i reLamirly
dii r tL4ulý,ILt
ed by
the
City for such proce
site specific standard
The
District shall cooperate
with the agents, attorneys
and
ity and
the District n
otherwise
be performed.
9,
terminate this
Agreement. Either
party
may also
choose to ten
this agreement
for convenience
by
providing n
a
forty-eight (48)
month notice of the
the District
as provided herein;
and (2) such problems
are directly
related to and
caused
b
a nd exclusive of
normal wear and
the City an
istrict shall
notify the Ci
ritten
notification by
the
City
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
parties shall meet and work together to
reach
a mutually, agreed -to
solution within 90 days of the date the City
receives written
n
the problem(s), (the "90 Day Solution
PeriodD. "Operational
Problems'
are
defined herein
to include, but shall not be limited to,
sewer
system
surcharging
due to the FGD waste stream, accelerated
corrosion of the
Districts
facilities due to the corrosive nature of the FGD
waste stream,
own of any City facility constructed or
D
ay
Solution
Period, then this Agreement shall
r from the start of
the 90 Day Solution Period,
in
writi
11.
under
this
a
dmin
a nd violations of
ieh are directly
default.
The other
Partv shall have
n
r are
the defa..lt
A ny
Agreement s
mailing thereof by
i1,
registered or certif
ýf to City to:
i liti
G eneral
Manager
icipal Center
nroe
Stratton
Reichert
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
Municipal Center East
800 East Monroe
1 5.
S pringfi
n the successors and ass
bodies,
a mended
except by means of
15.
igned by authorized
t shall
be deemed dated and beco
he Parties signs i
it
duly authorized representatives.
Date:
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
BORON
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
TIONS 'I'
---
Cast
ýý
----------____..
--- -
---.
_.
--
-
-.
Tre;rtnrr ?t Technology
Present Value
Capital
Cast
ChM Cost
Reason Far Not Implementing
Discussion
ýý)
(ý}
(S}
CWLP entered a contract with Aquatech lit, l -I uti,,aal Corporation to provide a Zero Liquid Discharge
Brine
Brine Concentrator
"r echnology was attempted. See
Concentrator/Spray Dryer System in Decemb,.
r
2005. See the discussion below
for the results of this pilot plant
followed by Spray Dryer
$22,100'000
$8,222,000
$798,539
discussion in cluded
i
tr
"
plat plant" "
test. Casts cited are for comparatr e
,ee
e'
purposes only and l1o
. not
include
site pi, ,
ý; r
tion
(
s ite grading, p roviding
v
below.
utilities, etc.) or disposal of wastes generated by the hroc, Ss. Present Value asslrrues Annual O&M
Costs escalate
by $40,000/year; calculation also assumes power plant
IIic
of 30 years and
an interest rate of 8 percent.
Reverse Osmosis technology is currently not considered
to be a viable technology for this application and is no
1'
. r., Osmosis followed
Not
selected for pilot plant test based Oil
1
1
longer marketed
by
the \, lulor to remove high concentrations o 'boron in liquid waste streams. Costs
cited are
I,Y t r-
si;:rlfzer
and Spray
$25,600,000
$6>12O,UU(
)
$1,118,649
cost and operational issues with high
_
for comparaU ý
ýýe
e'
L,urpc r t,_ oý, ly and do
7
not include site prep,-,
r,rti, u l (.,ite
grading,
ý
providing utilities etc.) or
D1'
C C}nCeniratlons of still . and Suspended
disposal of wastes g, uw,;
I fly
the process.
Present
Value uý :[I,uu:ý Animal 0&M Costs
escý,i;lt` by
solids in the waste
$56,000/year; calculatic <! , ,.sumcs power plant life of 30
a,°,irs
and ;
n interest rate of 81,,1, ,111.
`targeting boron ia FCiDS v, , I ,r
r, ,11,
1 sj
,-i1
I,Jl_
for removal by LC is (I I' t1ý,1 t bc,_a [° L.uron is known to exist
in
at
least
six
ptl
dependent p, I; s in
I'-r.
l 11t ,rally, competing r,,reti,i,s from
her FGDS wastewater
constituents was expected to d,;
oratically
lower boron removal,
It was c(included drat boron removal efficiency
l
Nat selected for pilot plant test based on
,
could not be
predicted
drr, to lack of
verified
boron removal ,. l I,. I,. ilcies
ill
k
_Ir l,,nron
an, high TDS
waters.
An
I
Elect roeaagrrlation (EC)
$254,000,000
$9,207ý000
$14,074,000
high cost relative to low boron removal
ry ,
or) - ý;.
II1 1l :
b i
,
p,
rformed will,. u o,c
iii
m;arating
the Inovai
cýf 1 ,;ý-I. Costs cited are for
efficiencies.
cqul, and do
not in, luý k_ i, tar ,. °. u, (,ite Rrading_ providiw, utrl l,
i,_,
ctc.) ordisposal
I
I
t!.,
process. Pi.1
0,1M Costs esr;l,[c by,io700,000/year;
I -)wen pi
l
,
ý ý
11
till, O S
" Pilo
In
rine
i
,.$,1 04,x())f ,
t
) (1( i
J 0 ),c0)J
t f
$ 3,-/ 1) ':
,
I
.
ý,ý
dr
I1,
L
II
r
l
l
c''
Spray L)r.
`
,
m
I
i
ý
! t l
,
i
I
,
I
,,
l -
?
, ý
I
I
I. I, -1
5,0('`,/ý
i.nl-1ý r
's;,
zý
I
of ;Illinois coal.
Studies showed that continued use of Illinois coal was the lowe,l
,,;ost long term solution; resulted in I..?iIari, bene
and
the State of Illinois, tool: advrntlae of CWLP's experiencý° cpý_I iting and maintaining FCiDS sy
^tF,III ., x.,11 rrs avc
equipr,', art and railw¬ry modifi,-ýati,
i .
and concerns about Iran/11`-ý.
plosive
dust. Sce
section-6.1 rm
I
e, 1
I,r,.,nrrh
f
Con,,,-
1-ii to a dry ash s,tsi, m I, been studied by CWLP h
c:v,cr,
the particular
vast- !r,_ urn tlr'i is t1 -dj,__t of this
si andard.
crael,
ý,
d by fire air Pollution control egi,,ja,l,:nt
and would not be ehmin,,[, d by rnodifyin4 the plant as
Vi-It
include dry fly ash and b0i-m ash handling systems.
Alternative Operational
Modification
---.-.._°-ý
Present
Value
($
Cast
°--
Capital Cost
(ý
-------_..._
CI&M Cost
Reason Far Implementing
Discussion
--..._-_ --__ ------ --
--
-------
-_-------
SMISD 1
_l into a contract with CWLP
to accept the FGDS wastewater stream for ; price of $100,000/%l
,nth
provided tli,:
ceptano
4
the wastewater clot . rot upset normal Spring Creek
Plant ,. , --uc. rs. CWLP iii; l
treat the FCiDS wasi,-
'II,
,with conventio, -il 11, ltnrent process
for
soli,i ; r,
n-
rval prior 1, L,[IiniýinAr thewasi, ,.:r1 r
P retreatment/l)lsclý, i
n
t rnent
and
Discharge
to the
ý,
.
,
ý'
,
,
, .
.
°
.
,
_
to
ill; ,ýhlcOSllrrlý
?,
,
,?m.
,,
CtyLtrs.
1
l
?
l
r, ,1,>ýý,ýý
_Irrlgacbeini f
'I,,
c o rrtr,rl?,I
?f ý.ýS
M5
,
D
I, Izt.
S MSI)
$.16,100,000
$15,500,000
$1,600,000
ý,
,: ''1 SD Spring Creek Plant is proposed
.
cF.
,
ýI?ýý
.;,
,di
drc
i,t
.ystcm ý'III.
,
?I"
;
,r-13
through 6 , a
Tbý c.t?i,?
,
for inr,lalecrrentati°n.
.
ý,Lt,;I
r?tý:uý
ntreatedFCiDSý[_,r:''Irdcheni ,II,'- sa
Iý,,_(-)tocontrol
o,?ýriý the ,SNISI)`,"r
Cr, ý k
I I ,'r .I
i,
It Value assun, a
l
1
,
.1
Il,, lrilily
p ayment to SMSD, with other operatir-
r'jj,I maintenance cc-Is
esc, 1
:, by $'1.0,000 l- y IT,,
.
pi, !,; I,_, ur ý.ystern
life of 30 years.and
an
interest rate of
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
ATTAC
is
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
Site-Specific Boron Standard for the
Metro
Creek
Sangamon River and
Illinois
7
C
ýrýý4titrlt
ins:Ovc:k k'lWlt
Outfall
007
ards
L7owt!
,
u ý..rm
,
* Coordin
St eanlflow
,t> ,_ .
raent
M-1, ( r r1;, h1 ýs
and Fire
ii
U '1.+hý, rf:'1 (In
;'w
lJuuii i.4 6:ý;1}ýnp.. Idi,.cr
c
ý,?,lirr.rrý-_
( 1 I'ý 'ItrrC;
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
Corrected Footnote 1
of
Table
6-2 of the TSD
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *
TABLE 6-2
,3 of this report.
Concentrator; $56
alculat
by $40,000!
for the
Electrocoagulation
ial electric customers
and 8,046 commercial
1\07joN II
f
ii(i
ýAJýnin\l4 Reports\Tcch. Support Doe
Electronic Filing - Received, Clerk's Office, November 21, 2008
* * * * * PC #1 * * * * *