December 15, 2006
Pollution Control Board
Dorothy Gunn, Clerk
JRTC
100 Randolph Street, Suite 11-500
Chicago, IL 60601
RECEIVED
CLERK'S OFFICE
DEC 2 3 2006
STATE OF ILLINOIS
LaSalle County, Illinois
City Offices -
745 Second Street - La Salle, Illinois 61301-2599
wwwlasalle-il.go v
Fax: 815-223-9508
City of LaSalle
RE: Proposed Amendments to Dissolved Oxygen Standard
35 ILL. ADM . Code 302 .206
Pollution Control Board Rule R04-25
Dear MS . Gunn :
The City of LaSalle would like to record its support for the
Illinois Association of Wastewater Agency (IAWA), petition
R04-25 .
pollution Control Board
Art Washkowlak
Mavnr
City Office : 815-2233753
Virginia Kochanowski
City81522541077IScrk
Fran Baratta
City frvos,ae,
815-22 :147211
Pam Broviak, P.E .
Clly rlnghirrr/I)ir . 111' Public Works
815-22 -7011
Samuel T
. McNeilly
Supcrintendenl o1' I'ulilir Works
81'-2238344
Joanne M
. Mllby
Comptiolivi
1315.223-15811
Attorney: James McPhedran or
Anthony Raccuglia & Associates
1315-223-112111
Rob Uranlch
Chief of I'ulio'
815J223 2131
Andy Bacldore
Iliii
815-223-11804I
:hiel'
Brian Maddox
Ihuiloing81522-2980"sped...
We have followed these hearings closely and feel that the
evidence supports the position of the IAWA as originally filed .
That filing would establish a dissolved oxygen water quality
standard that is protective of Illinois' surface waters and
biological resources . That petition is founded on good science
and is attainable in the least disturbed water systems
. The IAWA
position appears to establish a seasonal dissolved oxygen standard that is more protective
of fish, insect and benthic organisms than is suggested in the USEPA National Criteria
Document . The dissolved oxygen minimum concentration of 3
.5 mg/L is requested by
IAWA.
We do not agree with the position supported by the Illinois Department of Natural
Resources and the Illinois Environmental Protection Agency . These agencies have not
proven their cases for their proposed dissolved oxygen concentrations in surface waters
.
The adoption of IEPA proposed concentrations would continue a water quality standard
that is unattainable even in the least disturbed surface waters
. The establishment of river
segments held to a different standard without evidence to justify such a designation is of
particular concern
. We are concerned that establishing these conditions in regulatory
form shall cause unnecessary and burdensome costs to the citizens of the State, and may
be creating unreasonable requirements for communities that can otherwise meet the more
achievable IAWA proposed standard .
IPCB-Proposed Rule R04-25
December 15, 2006
Page 2
We are also including weekly dissolved oxygen data point readings from January through
August of 2006 generated by the City of LaSalle Wastewater Plant personnel
. These data
points have been monitored at the end of our chlorine contact tanks, effluent pumping
well and Illinois River outfall
. These may be of interest to IDNR or IEPA .
We are encouraging the Board to adopt the IAWA petition R04-25 as filed
.
Sincerely,
(z.
t4
---
Arthur J . Washkow' k
s
LASALLE WASTE WATER DISSOLVED OXYGEN READS
2604
DO /TEMP
DO /TEMP
DO /TEMP
DATE DAY CONTACT CHAMBER WET WELL
OUTFALL
INITIALS
1\1t
M
1 .83/11
.5
6.80/11 .5
7.96/11 .3
MC/JM
1\23 ,
1 .81/12 .0
6.72/12.0
8.30/12.0
JM/RB
1\30
M
2.49/11 .9
7.50/11 .9
8.47/11 .9
JM/KD
2\6
M
2.78 / 11 .3
7.35/11 .2
8 .81 / 11 .3
JM/RB
2\13
n1
3.29/11
.1
7.31/11 .1
8 .70/11 .2
JM
2\20 M
2.70/10.4
7.21 / 10.4
8.42/10.5
JM
2\27 rl
3.33/11 .3
7.63/11 .1
9.25/10.9
RB
3\6 M
2.17/11 .0
6.94/10 .9
8 .33/10.9
RB
3\14 T
2.79/11 .3
7.40/11 .0
9.17/9 .7
JM
3\20
ri
2.44/12 .0
6.66/12.0
9.34/8 .7
JM
3\27
2.34/12.3
6.60/12 .3
7 .84/12.3
JM
4\3 M
4.47/11 .7
7.43/11 .7
7.87/11 .8
JM
4\10 M
1 .38/13 .0
6.29/13.1
7 .78/13.0
RB
4\18
T
2.1/14 .1
6.47/13 .8
RIVER FLOODED
JM
4\24 r'
1 .97/14.9
5.97/14 .9
6.80/15.0
JM
5\1
M
1 .41/14 .6
5.82/14 .6
8.22/14.6
JM
5\8 M
3.13/15.8
6.51/15 .8
7.85/15.7
RB
5\15 ,
2.45/14.9
6.32/14.9
7.32/15.2
JM
5\22
,
2.27/15.7
6.57/15.7
7.80/15.8
JM
5\30
T
2.00/18.7
6.28/18 .2
6.40/18.1
JM
6\5
M
.
2.07/18.5
8.21/18.1
7 .21/18.3
JM
6\12
M
2.34/17 .3
62/17.1
7.34/17.3
JM
6\19
M
1 .69/19.7
5.68 / 19.4
6.82/19
.3
JM
6\28
M
3.19/19 .6
6.16/19.6
7.07/19.6
JM
7\3 ,
1
.43/21 .1
5.43/20 .7
6.80/20.6
JM
7\10
M
2.15/20 .9
5.55/20.9
6.82/20.9
JM
7\17
1 .68/21 .9
5.64/21
.7
7.12/20.7
MC
7\24
M
2.35/22.0
5.68/21 .7
7.05121 .7
MC
7\31
M
2.57/22.3
5.66/23.0
6.65/22 .8
KD
8\7 r
2.37/22 .7
5.43/22 .7
5.87/22 .4
RB
8\14
M
2.98/23.0
5 .77/23.0
6.73/22 .9
RB
8\21
M
2.15/21
.4
5.65/21 .9
6.94/22.4
JM
8\28
rt
1 .85/22.3
4 .62/22.3
6.88/22.5
JM