905R80011
U.S. Environmental Protection Agency
Region V
Environmental Services Division
Eastern District Office
Great Miami River Dilution and Exposure Risk Study
I. General Description
The Great Miami River Dilution Study was conducted to determine the water quality
impact of the heavy concentration of industrial and municipal dischargers in the
Middletown, Ohio area. The study area extended from Middletown to Hamilton, Ohio with
special consideration to the impact of Dick's Creek (Figure 1). Water, sediment, and fish
samples were collected to determine the effect of major dischargers on stream conditions.
An additional fish sample was collected near the mouth of Great Miami River to assess
the potential exposure/risk to toxic pollutants from upstream sources.
B. Sampling Date
September 24-25, 1980
C. Participants
U.S. EPA - EDO
Charles Beier, Engineering Technician
Joseph Good, General Mechanic
Donald Schregardus, Engineer (author, did not participate in sampling)
D. Study Segment Description
The Great Miami River Basin is located in southwestern Ohio. The basin drains an area
of 5,385 square miles of which 3950 square miles are in Ohio. The river originates in west
central Ohio (Logan County) and flows 172 miles in a south and southwest direction
through the cities of Dayton, Middletown and Hamilton emptying into the Ohio River, near
the Ohio-Indiana State line (Figure 1). The study segment from Middletown (RM 51.7) to
Hamilton (RM 34.9) is approximately 17 miles long and includes two industrialized cities.
Figure 2 shows the limits of the study area, sampling stations, major dischargers,
tributaries and USGS gaging station. Table 1 provides a site description, river mile, and
latitude and longitude of each sampling station.
The Great Miami River has relatively high sustained flows in the study segment due to
the large size of the drainage area and partial low flow augmentation by upstream
reservoirs. At the USGS gaging station in Hamilton (RM 34.8) the average river flow is
3273 cfs with a historic range of 155 cfs to 102,000 cfs. The seven day, ten year low flow
at the Hamilton gage is 268 cfs, however the Ohio EPA has calculated a waste load
allocation design flow of 530 cfs at the gage. The difference is due to flow augmentation
provided by upstream reservoirs and increases in municipal discharge flows. During the
survey the river flow at the gage was 1070 cfs.
The study segment contains two significant tributaries, Dick's Creek and Four Mile
Creek, and several small tributaries. Flow in Dick's Creek is composed almost entirely of
wastewater discharges from the ARMCO Inc. Middletown Plant (four outfalls) and
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FIGURE 1
/) H A R D I N
' ~*
A U G L A I
I.E8ENO
CHANNEL IMPROVEMENTS
DA3M9
INCORPORATED AREAS
[ | 9REAT MIAMI RIVER BA8IH
GREAT MIAMI RIVER BASIN
AND
ADJACENT BASINS
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Table 1
Sample Site Description
Site
Number
1
2
3
4
5
6
Description
Great Miami River, Middletown
State Route 122
Great Miami River,
0.2 miles downstream of
Dick's Creek
Dick's Creek near mouth
Dick's Creek at Cincinnati
Dayton Road
Great Miami River, Hamilton
Peshing Avenue
Great Miami River, New Baltimore
River Mile Latitude
51.7 84°24'45"
46.5 84°25'26"
0.2 84°25'25"
5.3 84°20'32"
34.5 89°34'17"
20.9 84°40'05"
Longitude
39°31>13"
39°27'59"
39°28'15"
39°27'W
39°23'41"
39°15'47"
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Hardings Jones Paper Company (one outfall). During the survey Dick's Creek was dry
upstream of the ARMCO Inc. discharges. Flow was not measured in Dick's Creek during
the dilution study. However, a flow of 16 cfs was measured at the mouth of Dick's Creek
during an Ohio EPA intensive survey conducted the week prior to the dilution study
(September 16-19, 1980).
Four Mile Creek is larger than Dick's Creek (i.e., 321 square miles versus 48 square
miles) but has no major dischargers near the mouth. Stream flow at the mouth of Four
Mile Creek during the Ohio EPA survey was 56 cfs.
II. Wastewater Dischargers
There are eight major wastewater dischargers in the study area, two municipal sewage
treatment plants, five industrial dischargers and one municipal steam-electric power
plant. A brief description of each facility and its wastewater treatment system is
presented below. The number in parenthesis beside the name of the facility refers to the
number on Figure 2. Table 2 presents basic discharge information about the facilities.
Current permit limitations are included in the Appendix.
ARMCO Steel Company, Middletown Works (1)
The Middletown Works of ARMCO Inc. is a fully integrated steel mill. The plant
manufactures iron, steel and coke and produces hot and cold rolled steel sheets and coils.
A small percentage of the operations consists of making tube and applying aluminum, zinc
and organic coatings to coils. The facility discharges treated wastewater through five
outfalls, the largest going to Great Miami River and four others discharging to Dick's
Creek.
Outfall 001 discharges treated wastewaters from three separate treatment systems to
the Great Miami River. Wastewaters from the blast furnace recycle system, the sinter
plant, and the North Plant water softener clarifier are treated by settling, neutralization,
coagulation and clarification. Wastewater generated in metal finishing and cold rolling
operations are neutralized, aerated, and clarified. Chemicals are added prior to
clarification to improve solids removal. Boiler house scrubber water and wastewater from
the boiler house lime softening plant and North Area Lime Softening plant are treated in a
similar fashion to the metal finishing wastes but in a separate system.
Outfall 002 receives noncontact cooling water from the coke plant. Process
wastewater from the coke plant is piped to Middletown STP for treatment. Slowdown
water from the basic oxygen furnace is used as makeup water for the open hearth fume
abatement system. Slowdown from this latter system is neutralized, coagulated, and
clarified prior to discharge through Outfall 003 to Dick's Creek. Pickle rinse water and
cold mill rinse water are neutralized, aerated, and clarified prior to discharge to a sixteen
acre lagoon. The lagoon overflows through Outfall 004 to Dick's Creek.
Outfall 005 receives intermittent clarified blowdown from the hot strip mill water
clarification plant, noncontact cooling water from the annealing area, dewatering well
water, and storm runoff. Most of the clarified water from the hot strip mill treatment
plant is recycled to the hot strip and slab mills.
Middletown Sewage Treatment Plant (2)
The Middletown STP provides secondary treatment for approximately 23 MGD. The
facility uses the activated sludge process with chlorination of the final effluent. The
plant receives approximately 5.5 MGD of wastewater from industrial sources primarily
local paper plants, and ARMCO Inc. Middletown Works coke plant.
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Table 2
Major Dischargers
Discharger
Inc., Middle-town Plant
Average
NPDES Permitted
^iddletown STP
>ystal Tissue Company
-larding Jones Paper Company
-esourdsville STP
\RMCO Inc., New Miami Plant
Outfall
001
002
003
004
005
001
001
001
001
001
002
003
004
002
004
005
002
003
River Mile
50.6
46.8 (2.9)
46.8 (3.8)
46.8 (5.1)
46.8 (4.2)
47.5
47.2
46.8 (0.8)
44.7
38.0
38.2
38.3
38.5
36.4
36.38
36.4
36.0
36.1
Flow (MGD)
18.2
1.2
.3
1.2
1.1
23.0
2.4
1.0
1.8
7.3
.05
.3
7.0
130.5
0.14
0 (runoff)
18.6
0.5
Pollutants
Temp. ,pH,TSS,BOD,
O&G, Ee,Diss Fe,Zn
Pb,Cr ,CN, Phenol,
NH3-N
pH, Temp.
pH,TSS,Diss. Fe,Pb,
Zn, F
pH,TSS,Fe,Diss. Fe,
Zn, Chlorides
pH,T5S,O&G,Diss. Fe,
Zn
pI-^TSSjBODjNI-L-N,
Fecal Col., Cl Res.
pH,TSS,BOD,DO,Temp.
pH , DO , TSS , BOD , NH?-N
pH,TSS,BOD,NH,-N,P,
Fecal Col., Cl Res.
pH , TSS , BOD , O&G , NH3-N :
CN, Phenol, Diss. Fe, Zn
pH,TSS,BOD,NH3-N
pH
pH,TSS,O&G,NH.,-N,CN,
Phenol
pH , Temp . , Res . Cl . , Cu , Fe
pH, TSS, O&G
pH,TSS
pH,Temp.
pH,Temp.
Hamilton Municipal Power Co.
"hampion International
1) Effluent limits corresponding to internal monitoring points are listed opposite the outfall to which
they discharge, see Appendix 1 for details.
2) Values in parentheses are river miles for discharges to Dick's Creek.
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Crystal Tissue Company (3)
Crystal Tissue Company manufactures specialty tissue paper products excluding
sanitary tissue paper. The facility purchases raw pulp and combines it with recycled stock
and Whitewater to produce paper pulp. Wastewater from the fourdrainier paper machines
(whitewater) is recycled. Excess Whitewater, stock cleaner wastewater, and waters from
converting and cleaning the paper machines are directed to the central treatment system.
Here the wastewater is treated with polymers, clarified and passed through a trickling
filter prior to being discharged to the Great Miami River through Outfall 001. Effluent
flow averages about 2 MGD.
Harding Jones Paper Company (4)
Harding 3ones Paper Company manufactures about 25 ton/day of various grades of fine
writing paper from purchased pulp. Raw materials used at the plant include clay, titanium
dioxide, starch and four grades of pulp. Wastewater generated from the fourdrainier
paper machine passes through an air-flotation save all with the effluent going to the waste
treatment system along with cooling water, wash water, boiler blowdown and softener
backwash. The treatment system consists of a clarifier followed by an aerated lagoon
with a 3.5 day detention time. Nutrients are added to the wastewater before the aeration
lagoon to improve BOD removal. The overflow from the lagoon, about 1.9 MGD, is
directed to Dick's Creek through Outfall 001. Process water is supplied from ground
water wells on the company property.
Lesourdsville Regional Sewage Treatment Plant (5)
Lesourdsville Regional STP provides tertiary treatment to approximately 1.8 million
(MGD) of domestic sewage. In operations since November 1977, the plant has a design
capacity of 4.0 MGD. Treatment is provided by preaeration tanks, primary settling tanks,
rotating biological discs, secondary clarifiers, rapid sand filters and cascade aerators.
Alum is added to the wastewater before secondary clarification to enhance phosphorus
removal. The effluent is chlorinated during the summer months (May-October).
ARMCO Steel Company, New Miami Plant (6)
ARMCO Steel Company's, New Miami Plant produces pig iron, coke and coke by-
products. The molten iron is shipped to ARMCO's Middletown Plant for steel production.
Wastewater from the blast furnace scrubber system, lime soda softener and boiler
blowdown are collected and treated by chemical addition, settling and cooling. Most of
the treated wastewater is recycled to the blast furnace scrubber with a small blowdown
(.7 MGD) discharging to Outfall 001. Outfall 001 also receives noncontact cooling water
from the barometric condensers. Sanitary wastes from the blast furnace area receive
biological treatment (extended aeration), clarification and chlorination before discharging
through Outfall 002 to the Great Miami River. Coke quenching water and noncontact
cooling water from the coke plant are discharged untreated through Outfall 004. Process
wastewaters from the coke plant area (ammonia liquor processing waste, benzol yard
runoff, flare stack wastewater and sanitary wastewater) are neutralized and treated in a
biological treatment plant (extended aeration and clarification) before discharging to
Outfall 004. Outfall 003 receives noncontact cooling water from the compressor after-
coolers.
Hamilton Municipal Power Plant (7)
The Hamilton Municipal power plant produces up to 85 kw of electricity with coal fired
boilers and an additional 1.5 kw with the hydroelectric generating equipment located on
the Hamilton hydraulic canal. Water withdrawn from the Hamilton hydraulic canal is used
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TABLE 3
PARAMETERS TO BE MEASURED IN SAMPLES
PRIORITY POLLUTANTS
COMPOUNDS
tr 7eMoropT.i:ool
,ro-m-crc-.ol
O'ophcnoj
chlorophcnol
ime I hyl phenol
rophcnol
rophcnol
jnitrophcnol
'imtro-o-Cresol
I
5A5H/KF.UTRAI. COMPOUNDS
^romop^l^h^l" ether
bis (2-chloroiiop/rOjOy!) ether
bis (2-cKIorocthoxy) rnethsne
hcxbchlorobutidlene
hcxiChlorocyclopentaikne
ijophorcne
naol.thaicn-
nitrobc-n7.cn:
N-nitroiodiiticthylamine
N-ni;rciodi-n-prcpv!amine
bh (2-cthylhcsv!) ohthalatt
/NEUTRAL COM POUNDS — but/' benzyl phthaiatc
phthcn-
cfioe
trichlorobcnzcne
hlorobcnzcner
di-n-butyS phthalatt
di-n-octy! ohtha:&te
dirne-thyl chthalat'-
hloroclhane b.-n-'ofalDvr'vi.-
ch]or&clhyl)ctrv;r
sronaphthalene
ichlorobcri7cne>
ic'f.Iof obcnzcrne
ichjorobenzcne
•bc"zo('>')'iuc'2Ttrxr'-
C-lrvicne
acTasS-'-vic"*
£n^.-ac=r.e
icMofobenzic>r>- bvnzcCsh'OocrvIc.-ic
Hnitrotolucne
JiniUoloIucnc
TipScny Ihy dra zirvs
:obcnzene)
jnthcw
lorophcnyl pncny! ct5»cr
•
li-jwcne
VOLATJLE5
^cr'c&Jo
acrylomtrili
benzene
Carbon tctrach'oricTe
ch'orobenzcnc
1,2-dichlorocthine
1,1 ,l-trich!oroc thane
l,f-dich)orocthan=
1,1 ,2-trichIoroethane
1,1 ,2,2-tctrachIoroethane
2-ch!oroetny!vinyl ether
chloroform
__ 1,1-dichIoroethylens
1 ,2-trans-dicfiIoro-thylene
] ,2-dichloropropane
I , J-dichloropropy !ene
PESTICIDES
aldrin
dicld.-in
• chlordane
'i.'/'-DDT
'(.'('-DDE
4 V-DDD
Csf -endosulfan
*G -cndosulfan
endosulfan sulfate
encirin
endrin aldshyd-
hes'.achlor
hrolachior cpoxicJ:
Ci -BMC
yO.RMC
t^^f - C' . • W
T--EHC
S -3HC
PCS-12^2
ethylbcnzens P(~n_i7s/,
methy!ene chloride
methyl chloride
PC&-1221
PCEH232
methyl bromide P^~^_i7ts
bromoform
dichlorobrofnotne thane
trichlorofluoroi net Sane
dichlor odi floor oir.tt h.ine
chlorodibromoti.ctharw
pScrs.-.nthrcrvs tctrachlorocthylenc
> r ^ \
irx;c-noU,2,3-cd)p>rene •
\
~ •* A. > i f-» *
2,3,7 ,5-^ctrach! or ocibcnzo—
9-tJictnin
tr iclilorocthylene
vinyl cfvior»<5c
Conventional Pollutants
!T'3crp-srcitur« - Water only
pH - - Water only
5total Organic Carbon - Water only
Cheaical Oaygen J>aasancl - " "
'JVital Kn«rv»n^»r« ^•O^t? ~ " "
PC5-12SO
PC&-101S
toxaphene
KET£T S/INORGANICS
•Arsenic (Total)
•ferylliia (Total)
*Ca6slu» (Total)
•Chrtatltia (Tot»l)
•Coppsr (Total)
•Cyanlda (Total)
'•tead (To til)
*Xercury (ToUl) j
•Mickel (Total) t
•Sllvsr (Total) j
•Zinc (Totil) j
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for noncontact condenser cooling water and then discharged to Great Miami River through
Outfall 002. Low volume wastewaters (i.e., ash sluicing water, softener regenerant, coal
pile runoff and boiler blowdown) are discharged virtually untreated either directly to the
Great Miami River or into the condenser cooling water prior to discharge.
Champion International, Hamilton Mill (8)
Champion International's Hamilton Mill produces an average of 550 tons/day of fine
coated and uncoated printing paper from purchased pulp and recycled stock. Process
wastewater is collected and conveyed to the company's wastewater treatment system and
then to the Hamilton Municipal Sewage Treatment Plant. Noncontact cooling water from
the coal fired boiler house is discharged to the Great Miami River via Outfall 002.
Cooling water is shock chlorinated once each week during summer months to prevent
slime buildup. Storm water runoff and small amounts (.5 MGD) of cooling water are
discharged untreated via Outfall 003.
III. Sampling Procedures
Water, sediment and fish samples were collected in the Great Miami River on
September 24-25, 1980. Grab water samples were collected at midstream in a wide mouth
glass jar, poured into individual prepreserved bottles then placed in ice chests. At the
station downstream of Dick's Creek (RM M.7) the sample was collected by wading out
about fifteen feet from the east bank since there was no bridge from which to sample.
Sediment samples were collected with an Eckman dredge generally within fifty feet of the
river banks. Fish were collected by placing trotlines baited with worms in the water on
September 2k and picking them up the following day. Carp were caught at the Middletown
and Hamilton sites and a catfish was caught at the New Baltimore station. Fish were
placed on dry ice and kept frozen until shipped to Region V Central Regional Laboratory.
Samples were analyzed for the constituents shown in Table 3. Due to a sample
shipping error and laboratory mix-up water samples were not analyzed for volatile
organics and fish samples were not analyzed for metals and volatile organics. The Eastern
District Office laboratory analyzed water samples for suspended and dissolved solids,
conductivity, turbidity, BOD, cyanide and phenol. The Region V Central Regional
Laboratory ran the nutrients, inorganics, metal and volatile organic analyses. Organic
analyses including acid compounds, base/neutral compounds, pesticides, and PCBs were
performed by a contract laboratory, California Analytical Laboratories, Inc.
IV. Presentation of Monitoring Data
Tables ^, 5 and 6 contain the data for water, sediment and fish respectively. Only
organic compounds with positive values are tabularized. The detection limit for organics
in water was 1 ug/1.
V. Findings and Conclusions
Water samples collected at the three Great Miami River sampling stations contained
detectable concentrations of the priority pollutants cyanide, chromium, copper, mercury,
pentachlorophenol, phenol and bis(2-ethylhexyl) phthalate. Dicks's Creek contained the
same priority pollutants as well as arsenic and zinc. Of the priority pollutants only
mercury concentrations in the Great Miami River and mercury, arsenic and zinc
concentrations in Dick's Creek exceeded the Ohio Water Quality Standards or the EPA
water quality criteria in Table 7. Regarding mercury no source or sources were identified
since concentrations at all sampling locations are virtually the same. The arsenic and zinc
found in Dick's Creek are likely attributable to ARMCO Inc.'s Middletown Plant since
-------
these pollutants are found in steel plant wastes but are not found in paper mill wastes, see
Tables 8 and 9. Also, ARMCO's Outfalls 003, 004 and 005 have permit limits for zinc. In
evaluating the mercury and arsenic data it is important to note that measured
concentrations are very close to the detection limit of the test procedures. At these
levels the accuracy of the analytical procedures is plus or minus 50 to 100 percent.
The U.S. EPA's Monitoring Branch of the Monitoring and Data Support Division (MDSD)
recently completed an area wide study of potential toxic pollutants in the Dayton, Ohio
area (August 26, 1980). The study conducted pursuant to Paragraph 12 of the revised
EPA/NRDC Settlement agreement found that instream concentrations for 16 toxic
pollutants may exceed water quality criteria even after BAT is implemented. These
pollutants include:
Metal and
Inorganics Organics
Arsenic Trichloromethane (chloroform)
Beryllium 1,1,2,2-Tetrachloroethane
Cadmium Pentachlorophenol
Chromium
Copper
Cyanide
Lead
Mercury
Nickel
Selenium
Silver
Thallium
Zinc
The study concludes that all these constituents accept pentachlorophenol may exceed
water quality criteria at Middletown during low flow conditions and arsenic, beryllium,
cadmium, copper, cyanide, mercury and silver may exceed criteria at Middletown during
mean flow conditions. Samples collected on September 24-25, 1980 failed to confirm the
criteria exceedances except for mercury. Flow during the September 1980 survey was
about twice low flow and only one third the mean annual flow recorded at Hamilton
(3067 cfs). Selenium, thallium, trichloromethane and 1,1,2,2-tetrachloroethane, however,
were not analyzed in this study.
Ohio EPA monthly monitoring data at Hamilton, Ohio indicate cyanide, phenol, copper,
lead, and zinc concentrations ocassionaly exceed water quality standards. To resolve
these water quality problems Ohio EPA initiated a Waste Load Allocation Study of the
Great Miami River Basin in the summer of 1980. The study included weekly sampling at
fourteen stations on the Great Miami River and two intensive water quality surveys which
involved simultaneously sampling of major dischargers, tributaries and the Great Miami
River mainstem. The final Waste Load Allocation Report, due out in March 1982, will set
permit limits for conventional pollutants and metals for the major dischargers in the
basin.
Regarding sediments, the samples showed significant increases in metals concentra-
tions through the study reach (see Table 5). Aluminum and iron tripled in concentration
between sample points 1 and 2. The priority pollutant metals, arsenic, beryllium,
cadmium, copper, lead, nickel, silver and zinc snowed increases ranging from 50 to 300
percent in this segment. Between sampling points 2 and 5 arsenic, cadmium, copper, lead,
and zinc concentrations increased an additional 50 to 300 percent. These metals are likely
-------
Table 8
Regulated Pollutant List
Iron and Steel Industry
1
Effluent
Regulation Limits
Considered Established
1
Effluent
Acrylonitrile X
Benzene X
Hexachlorobenzene X
1,1,1-Trichloroethane X
Parachlorometacresol X
Chloroform X
2-Chlorophenol X
2,4-Dimethylphenol X
2,4-Dinitrotoluene X
2,6-Dinitrotoluene X
Ethylbenzene X
Fluoranthene X
Isophorone X
Naphthalene X
2, Nitrophenol X
4,6-Dinitro-o-cresol X
Pentachlorophenol X
Phenol X
Bis(2-ethylhexyl)phthalate X
Butyl benzylphthalate X
Di-n-butylphthalate X
Di-n-octylphthalate X
Diethylphthalate X
Dimethylphthalate X
Benzo(a)anthracene X
Benzo(a)pyrene X
Chrysene X
Acenaphthylene X
Anthracene X
Fluorene X
X
X
X
Regulation a Limits
Considered Established
Phenathrene X
Pyrene X
Tetrachloroethylene X
Toluene X
Antimony X
Arsenic X
Cadmium X
Chromium X
Copper X
Cyanide X
Lead X
Mercury X
Nickel X
Selenium X
Silver X
Thallium X
Zinc X
Xylene X
Aluminum X
Ammonia X
Dissolved Iron X
Fluoride X
Hexavalent Chromium X
Oil and Grease X
pH X
Phenolic Compounds X
Sulfide X
Total Suspended Solids X
X
X
X
X
X
X
X
X
X
(1) Source: Federal Register, Volume 26, No.4, Wednesday, January 7, 1981,
-------
TA1HK 9
UJMHARY OF TOXtC POLLUTANTS
OF CONCERN UY SUBCATECORY
Toxic Pol lutuntH
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SOURCE: Development Document for Effluent Limitations
Guidelines and Standards for the Pulp, Paper
and Paperboard and the Builders' Paper and
Board Mills Point Source Categories, Proposed
EPA440/l-80/025b, November 1980
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discharged by ARMCO Inc.'s Middle-town Plant and Middletown STP in the upstream
segment and the ARMCO Inc. New Miami Plant in the downstream segment. Metal
discharges from the remaining dischargers are insignificant.
In addition to metals, the sediment samples contained twenty-two organic compounds
on the priority pollutant list. While most of these constituents remained relatively
constant through the study reaches. Chrysene, benzo(a)pyrene, pyrene and trichloro-
rnethane (chloroform) concentrations increased at least 50 percent. These organics are
found in discharges from steel making operations (see Table 9). PCB (arclor 1254)
concentrations drop 50 percent through the study reach suggesting there are PCB sources
upstream of Middletown.
Fish samples were collected at both ends of the study segment and at New Baltimore
approximately 14 miles downstream of Hamilton. Results of the organic analyses
(Table 6) show the fish contain the priority pollutants phenol, phthalates and PCB. While
the phenol concentrations may be high enough to affect the taste and smell of fish,
measured values are well below toxicity criteria (3.5 mg/1). Regarding PCBs, the fish at
the downstream site contained one half as much PCBs as were found in the fish at the
other two sites. While the concentrations are significant all values are below the FDA
action level of 5.0 mg/1. Phthalates are likely a result of field or laboratory
contamination.
In addition to the fish collected in this study, Ohio EPA collected fish at seven sites on
the Great Miami River for PCB analysis by the U.S. EPA Laboratory in Duluth, Minnesota.
Fish were collected with electro-shocking equipment from September through November
1980. Results of the study (Table 10) confirm the presence of PCBs in fish in the Great
Miami River. At three of the seven sites PCB concentrations exceeded the FDA action
level. The results of the two studies can not be directly compared since the types of fish
caught were different. However, the data indicate PCB levels in fish are a potential
problem in the Great Miami River.
VI. Conclusions and Recommendations
Results from this study indicate mercury and PCB's are potential problems in the
Great Miami River although they are not necessarily attributable to dischargers in the
study segment. Regarding mercury additional fish samples should be collected and
analyzed to assess the bioaccumulation of mercury in fish. Also, a review should be made
of the hazardous waste permit applications from industrial facilities in the basin to
determine where mercury is being used, stored, or disposed. Additional water quality
sampling may be necessary to find the source or sources of mercury.
A review of PCB sales records from Monsanto showed the following companies in the
Dayton/Middletown area have purchased large quantities of PCBs.
ARMCO, Inc. Middletown
Dayton Malleable Dayton
Dayton Forging and Heat Treating Dayton
Chrysler Corporation Dayton
GHR Foundry - Division of Dayton
Dayton Malleable
Champion Paper Hamilton
Also Dayton Power and Light Company is known to use PCB oils in capacitors. In view
of the elevated PCB levels found in sediment and fish samples, the above facilities should
be inspected to determine if PCBs are being properly handled and disposed. Inspections
could be prioritized based on the quanity of PCB purchased by the facility and the
proximity to the Great Miami River or its tributaries.
-------
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Conventional pollutants and inorganic metals (excluding mercury) are being evaluated
by the Ohio EPA in a Waste Load Allocation Report. The final report, which is scheduled
for completion March 1982, will recommend NPDES permit limitations for the major
dischargers in the basin.
-------
APPENDIX
NPDES Permit Limits
-------
Po£c 1 of 25
' OEPA Permit No. D 101 *AD
Application No. OH. 0009907
Ohio Environmental Proieclion Ar-s?
OHIO ENVIRONMENTAL PROTECTION AGENCY TIH^^ f,j--.:f;T.1TS KJ'JT,-'^
AUTHORIZATION TO DISCHARGE UNDER THE ^LC £ j? j^g
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of the Federol Water Pollution. Control
Act, as amended, (33 U.S.C. 1251 et. seq.; the "Act"), and the Ohio Water
Pollution Control Act (Ohio Revised Code Chapter 6111),
Armco Steel Cozporation
703 Curtis
Middletown, Ohio 45942
is authorized to discharge from a facility located fit
Middletown Works
Middle-town, Ohio
to receiving waters named Dick's Creek tributary to Great Mitni River and
the Great Miami River,
in accordance with effluent limitations, monitoring requirements and other
conditions set forth in Parts I, II, and III hereof.
This permit shall "become effective on December 22, 1976
This permit and the authorization to discharge shall expire at midnight,
December 21, 1981 . Permittee shall not discharge after the above date of
expiration. In order to receive authorization to discharge beyond the above
date of expiration, the permittee shall submit such information and forms as
are required by the Ohio EPA no later than 180 days prior to the above date-
of expiration.
| cert-fy V.vs t^ be a t-..e aod ^cur^te copy o.^ne
.•r. . i .• .. - v - -i!.^^ 'r* •i-i-^ |CCC-!C":S O; k..- vis-'
ffiiC..- ~" • l ' '»->-• I ' '"w "--''•
Ned E. Williams , P.E. Tnv;,'. . . - .I... .-ix:o-ii.»n Agency.
Director
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i*
1 of 18
OEPA Permit No. E603*BD
Application No. OH0026522
Effective Date: May 23, 1980
Expiration Date: May 22, 1985
OHIO ENVIRONMENTAL PROTECTION AGENCY
AUTHORIZATION TO DISCHARGE UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of the Federal Water Pollution
Control Act, as amended (33 U.S.C. 1251 et. seq. hereinafter referred to as
"the Act"), and the Ohio Water Pollution Control Act (Ohio Revised Code
Section 6lll),
City of Middletown
is authorized by the Ohio Environmental Protection Agency, hereafter referred
to as "Ohio EPA", to discharge from the wastewater treatment works located
at 300 Oxford State Road, Middletown, Ohio and from associated collection
system combined sewer overflows and bypasses
and discharging to the Great Miami River
in accordance with the conditions specified in Parts I, II and III of this
permit.
This permit and the authorization to discharge shall expire at
midnight on the expiration date shown above. In order to receive authori-
zation to discharge beyond the above date of expiration, the permittee shall
submit such information and forms as are required by the Ohio EPA no later
than 180 days prior to the above date of expiration.
'Director
OSPA-NPDES-1J8
-------
Page 2 of 18
OEPA E603*BD
PART I, A, 2 - FINAL EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
1. During the period beginning on the effective date of this permit and lasting
until the expiration date, the permittee is authorized to discharge in
accordance with the following limitations and monitoring requirements from the.
following outfalls: E603001. SEE PART II, OTHER REQUIREMENTS, for location of
effluent sampling.
EFFLUENT CHARACTERISTIC
REPORTING
Code UNITS PARAMETER
DISCHARGE LIMITATIONS
Concentration
Other Units(Specify)
30 day 7 day
Loading*
kg/day
30 day 7 day
MONITORING
REQUIREMENTS
Meas. Sample
Freq. Type
50050 MGD Flow
00010 Deg. Temperature
Cent.
00530 mg/1 Suspended Solids 30
00310 mg/1 BOD5 30
31616 Count Fecal Coliform 1000
#/lOOml (Summer only)
00610 mg/1 Ammonia (N) 8
(summer only)
00665 mg/1 Phos.,Total
00550 mg/1 Oil & Grease
2000
12
Daily Continuous
Daily Max. Ind.
Thermometer
5500 8200 Daily Composite
5500 5500 Daily Composite
Daily Grab
1500 2200 Daily Composite
1/week Composite
1/month Grab
2. The pH (Reporting Code 00400) shall not be less than 6.5 S.G. nor greater than
9.0 S.U. and shall be monitored daily by grab sample.
3> The Chlorine Residual (Reporting Code 50060) shall be maintained at a level not
to exceed 0.5 mg/1 and shall be monitored daily by grab sample. (Sumner only)
1. See Part II OTHER REQUIREMENTS
The average effluent loading limitations are established using the following
flow value: 48.0. Also see part II item F
OEPA-NPDES-18
-------
Page 1 of Q
OEPA Permit No. A100*CD
Application Mo. OH0009539
Effective Date:
Expiration Date: March 31, 1981
OHIO ENVIRONMENTAL PROTECTION AGENCY
AUTHORIZATION TO DISCHARGE UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of the Federal Water Pollution
Control Act, as amended (33 U.S.C. 1251 et. seq. hereinafter referred to as
"the Act"), and the Ohio Water Pollution Control Act (Ohio Revised Code
Section 6lll),
The Crystal Tissue Company
is authorized by the Ohio Environmental Protection Agency, hereafter referred
to as "Ohio EPA", to discharge from the wastewater treatment works located
on South Verity Parkway, Middletown, Ohio
and discharging to Great Miaifli River
in accordance with the conditions specified in Parts I, II and III of this
permit.
This permit and the authorization to discharge shall expire at
midnight on the expiration date shown above. In order to receive authori-
zation to discharge beyond the above date of expiration, the permittee shall
submit such information and forms as are required by the Ohio EPA no later
than 180 days prior to the above date of expiration.
James F. McAvoy
Director
OEPA-NPDES-48
-------
Page 2 of 9
OEPA A100*CD
PART I, A - FINAL EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
1. During the period beginning on the ffective date of this permit and
lasting until the expiration date, 'he permittee is authorized to
discharge in accordance with the fo:lowing limitations and monitoring
requirements from the following outfalls: A100001. SEE PART II, OTHER
REQUIREMENTS, for location of efflu-nt sampling.
EFFLUENT CHARACTERISTIC
REQUIREMENTS
REPORTING
Sample
Code UNITS PARAMETER
DISCHARGE LIMITATIONS
MOMITORING
Concentration
Other Units(Specify)
30 day Daily
Loading
kg/day Meas.
30 day Daily Freq. Type
50050 MOD Flow
00310 mg/1 BOD5
00530 mg/1 Suspended Solids -
00610 rag/1 Ammonia NH^N
00300 mg/1 Dissolved Oxygen -
00010 Deg Temperature
Cent
3' (max)
Daily Total
253 380 Weekly 24 hr comp
316 950 Weekly 24 hr comp
Weekly 24 hr comp
Weekly Grab
Daily Max. Ua3ue
2. The pH (Reporting Codes 00400) shall not be less than 6.5 S.U. nor greater than
9.0 S.U. and shall be monitored weekly by grab sample.
3- Samples taken in compliance with monitoring requirements specified above shall
be taken at Sampling Stations described in Part II, OTHER REQUIREMENTS.
4. See PART II, OTHER REQUIREMENTS.
OEPA-NPDES-48
-------
Page 1 of 9
OEPA Permit No. A102*CD
Application No. OH0009130
Effective Date: February 6, 1980
/'
Expiration Date: March 31, 1981
OHIO ENVIRONMENTAL PROTECTION AGENCY
AUTHORIZATION TO DISCHARGE UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of the Federal Water Pollution
Control Act, as amended (33 U.S.C. 1251 et. seq. hereinafter referred to as
"the Act"), and the Ohio Water Pollution Control Act (Ohio Revised Code
Section 6111),
Harding-Jones Paper Company
is authorized by the Ohio Environmental Protection Agency, hereafter referred
to as "Ohio EPA", to discharge from the wastewater treatment vrorks located
at 3561 South Main Street, Middletown, Ohio
and discharging to Dicks Creek
in accordance with the conditions specified in Parts I, II and III of this
permit.
This permit and the authorization to discharge shall expire at
midnight on the expiration date shown above. In order to receive authori-
zation to discharge beyond the above date of expiration, the permittee shall
submit such information and forms as are required by the Ohio EPA no later
than 180 days prior to the above date of expiration.
raes F. MoAvoy
-ector
OEPA-NPDES-18
-------
Page 2 of 9
OEPA A102*f,D
PART I, A - FINAL EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
1. During Che period beginning on the effective date of this permit and lasting
until the expiration date, the permittee is authorized to discharge in
accordance with the following limitations and monitoring requirements from the
following outfalls: A102001. SEE PART IT, OTHER REQUIREMENTS, for location of
effluent sampling.
EFFLUENT CHARACTERISTIC DISCHARGE LIMITATIONS MONITORING
Concentration Loading REQUIREMENTS
REPORTING Other Units(Specify) kg/day Keas. Sample
Coda UNITS PARAMETER 30 day Daily 30 day Daily Freq. Type
50050 MGD Flow - - - Daily 24 hr total
00300 mg/1 Dissolved Oxygen 6.3(rain) - - I/week Grab
00310 mg/1 BOD5 _ 91 135 I/week Composite
00530 tng/1 Suspended Solids - 91 136 I/week Composite
Total
00610 ing/I NH3-N - - 3.6 7.2 I/week Composite
2. The pH (Reporting Code 00400) shall not be less than 6.5 S.U. nor greater than.
9.0 S.U. and shall be monitored I/week by a grab sample.
3. Samples taken in compliance with monitoring requirements specified above srs! :
be taken at Sampling Stations described in Part II, OTHER REQUIREMENTS.
4. See PART II, OTHER REQUIREMENTS.
OEPA-NPDES-48
-------
Page 1 ofl<>
OEPA Permit No.K 611 *BD
Application No. OH 0049417
Effective Date: September 15, 1978
Expiration Date: September 14, 1981
OHIO ENVIRONMENTAL PROTECTION AGENCY
AUTHORIZATION TO DISCHARGE UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
compliance with the provisions of the Federal Water Pollution Control Act,
mended (33 U.S.C. 1251 et. seq. hereinafter referred to as "the Act"),
the Ohio Water Pollution Control Act (Ohio Revised Code Section 6111),
Board of County Commissioners
Butler County ^,—
authorized by the Ohio Environmental Protection Agency, hereafter referred to
'Ohio EPA", to discharge from the vzastewater treatment works located at
tourdsville RegionalJWastewater Treatment Plant located at S.R. 4 & S.R. 63,
iourdsville, Ohio
The Great Miami River ~
accordance with the conditions specified in Parts I, II and III of this permit.
This permit and the authorization to discharge shall expire at midnight on
expiration date shown above. In order to receive authorization to discharge
ond the above date of expiration, the permittee shall submit such information
forms as are required by the Ohio EPA no later than 180 days prior to the
ve date of expiration.
E. Williams, P.E.
ector
A-NPDES-48
-------
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Page 1 of 16
OEPA Permit No. D102*HD
Application No. OH0009989
Effective Date:
Expiration Date: September 30, 1980
OHIO ENVIRONMENTAL PROTECTION AGENCY
AUTHORIZATION TO DISCHARGE UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of the Federal Water Pollution
Control Act, as amended (33 U.S.C. 1251 et. seq. hereinafter referred to as
"the Act"), and the Ohio Water Pollution Control Act (Ohio Revised Code
Section 6111),
Armco, Inc.
Is authorized by the Ohio Environmental Protection Agency, hereafter referred
to as "Ohio EPA", to discharge from the wastewater treatment works located
at Augspurger Road, Hamilton, Ohio
and discharging to Great Miami River
in accordance with the conditions specified in Parts I, II and III of this
permit.
This permit and the authorization to discharge shall expire at
midnight on the expiration date shown above. In order to receive authori-
zation to discharge beyond the above date of expiration, the permittee shall
submit such information and forms as are required by the Ohio EPA no later
than 180 days prior to the above date of expiration.
James F. McAvoy
Director
OEPA-NPDES-48
-------
-5-
OEPA D102*HD
1. During the period beginning on the effective date of this permit and lasting
until the expiration date, the permittee is authorized to discharge in
accordance with the following limitations and monitoring requirements from the
following outfalls: D102611. SEE PART II, OTHER REQUIREMENTS, for location of
effluent sampling.
EFFLUENT CHARACTERISTIC
DISCHARGE LIMITATIONS
REPORTING
Code UNITS PARAMETER
Concentration
Other Units(Specify)
30 day Daily
*Loading
kg/day
30 day Daily
50050 MGD
01092 ug/1
01046 ug/1
00550 mg/1
00530 mg/1
00720 mg/1
32730 ug/1
00610 mg/1
Flow
Total Zinc - -
Dissolved Iron - -
Oil & Grease** - -
Suspended Solids - -
Total
Total Cyanide
Phenol
Ammonia — —
-
36
54.5
120
60
13.3
4.86
150
-
108
164
358
180
39.8
. 15
450
**During periods when an oil-bearing burden is used on average of 10 mg/1 Oil and
Grease shall apply for this outfall.
2. The pH (Reporting Code 00400) shall not be less than 6.5 S.U. nor greater than
9.0 S.U. and shall be monitored I/month by grab sample.
ATTACHMENT II & Ilia
OEPA-NPDES-48
-------
-6-
OEPA D102*HD
1. During the period beginning on the effective date of this permit and lasting
until the expiration date, the permittee is authorized to discharge in
accordance with the following limitations and monitoring requirements from the
following outfalls: D102621. SEE PART II, OTHER REQUIREMENTS, for location of
effluent sampling.
EFFLUENT CHARACTERISTIC DISCHARGE LIMITATIONS
Concentration *Loading
REPORTING Other Units(Specify) kg/day
Code UNITS PARAMETER 30 day Daily 30 day Daily
50050 MGD Flow _ _ _
00550 mg/1 Oil 6 Grease - - 109 327
2. The pH (Reporting Code 00400) shall not be less than 6.5 S.U. nor greater than
9.0 S_U. and shall be monitored I/month by grab sample.
ATTACHMENT II & Ilia
OEPA-NPDES-48
-------
-7-
OEPA D102*HD
1. During the period beginning on the effective date of this permit and lasting _
until the expiration date, the permittee is authorized to discharge in
accordance with the following limitations and monitoring requirements from the
following outfalls: D102001. SEE PART II, OTHER REQUIREMENTS, for location of
effluent sampling.
EFFLUENT CHARACTERISTIC DISCHARGE LIMITATIONS
Concentration Loading
REPORTING Other Units(Specify) kg/day
Code UNITS PARAMETER 30 day Daily ' 30 day Pail?
00010 Deg. Temperature* - . -
Cent.
This discharge is limited to the discharges from outfalls D102S11, D102621 and
uncontaminated stormwater.
2. The pH (Reporting Code 00400) shall not be less than 6.5 S.U. nor greater than
9.0 S.U. and shall be monitored 1/month by grab sample.
ATTACHMENT II & Ilia
OEPA-NPDES-48
-------
-3-
OEPA D102*HD
1. During the period "beginning on the effective date of this permit and lasting
until the expiration date, the permittee is authorized to discharge in
accordance with the following limitations and monitoring requirements from the
following outfalls: D102002. SEE PART II, OTHER REQUIREMENTS, for location of
effluent sampling.
EFFLUENT CHARACTERISTIC
REPORTING
Code UNITS PARAMETER
DISCHARGE LIMITATIONS
Concentration
Other Units(Specify)
30 day 7 Day
Loading
kg/day
30 day Daily
50050 MGD Flow
00610 mg/1 Ammonia
00310 mg/1 BOD5
5.0
30
7.5
45
31616 Count Fecal Coliform 200/100 400/100
/100ml
00530 ing/1 Suspended Solids 30
Total
45
2. The pH (Reporting Code 00400) shall not be less than 6,5 S.U. nor greater than
9.0 S.U. and shall be monitored 2/month by grab sample.
ATTACHMENT II & Ilia
OEPA-NPDES-48
-------
-9-
C
OEPA D102*HD
1. During the period beginning on the effective date of this permit and lasting"
until the expiration date, the permittee is authorized to discharge in
accordance with the following limitations and monitoring requirements from the
following outfalls: D102003. SEE PART II, OTHER REQUIREMENTS, for location of
effluent sampling.
EFFLUENT CHARACTERISTIC DISCHARGE LIMITATIONS
Concentration Loading
REPORTING Other Units(Specify) kg/day
Code UNITS PARAMETER 30 day Daily 30 day Daily
50050 MGD Flow - -
00010 Deg. Temperature* . -
Cent.
For the purpo&e of this permit, this discharge is limited to non-contact cooling
water including boiler blowdown water, but free from process wastes and other
contaminants.
2. The pH (Reporting Code 00400) shall not be less than 6.5 S.U. nor greater than
9.0 S.U. and shall be monitored I/month by grab sample.
ATTACHMENT III & Ilia
OEPA-NPDES-48
-------
-10-
OEPA D102*HD
1. During the period beginaing on the effective date of this permit and lasting
until the expiration date, the permittee is authorized to discharge in
accordance with the following limitations and monitoring requirements from the
following outfalls: D102004. SEE PART II, OTHER REQUIREMENTS, for location of
effluent sampling.
EFFLUENT CHARACTERISTIC
REPORTING
Code UNITS PARAMETER
DISCHARGE LIMITATIONS
Concentration
Other UnitsCSpecify)
30 day Daily
Loading (net)
leg/day
30 day Daily
50050 MGD
00720 mg/1
32730 ug/1
00610 mg/1
00550 mg/1
00530 mg/1
Flow
Total Cyanide
Phenol
Ammonia - -
Oil & Grease
Suspended Solids - -
• -
17.8
2.4
144
17.2
57.6
-
53.4
7.2
432
51.6
172.8
00010 Deg. Temperature* - -
Cent.
2. The pH (Reporting Code 00400 (average) shall not be less than 6,5 S.U. nor
greater than 9.0 S.U. and shall be monitored I/week by grab sample-
ATTACHMENT II & Ilia
OEPA-NPDES-48
-------
Pap;e 1 of
OEPA Permit Ho. B 108 *AD
Application No. OH 0010413
OHIO ENVIRONMENTAL PROTECTION AGENCY
AUTHORIZATION TO DISCHARGE UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance vith the provisions of the Federal Water Pollution
Control Act, as amended, (33 U.S.C. 1251 et. seq; the "Act"), and the Ohio Water
Pollution Control Act (Ohio Revised Code Chapter 6lll),
City of Hamilton
is authorized to discharge froa a facility located at
Municipal Electric Plant
960 North Third Street
Hamilton, Ohio 45011
to receiving waters named
Great Miami River and the Hamilton-Rossville Hydraulic Canal
in accordance vith effluent limitations> monitoring requirements and
other conditions set forth in Parts I, II, and III hereof.
This permit shall become effective on May 12, 1975
This permit and the authorization to discharge shall expire
at midnight»May 11, 1980. Permittee shall not discharge after
the above date of expiration. In order to receive authorization to
discharge beyond the above date of expiration, the permittee shall
submit such information and forms as are required by the Ohio EPA no
later than 180 days prior to the above date of expiration.
Ned E. Williams, P.E.
Director
OEPA-NPDES-7
-------
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Page 1 of 13
OEPA Permit No. A 109 *AD
Application No. OH 0010065
OHIO ENVIRONMENTAL PROTECTION AGENCY
AUTHORIZATION TO DISCHARGE UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of the Federal Water Pollution
Control Act, as amended, (33 U.S.C. 1251 et. seq; the "Act"), and the Ohio Water
Pollution Control Act (Ohio Revised Code Chapter 6lll),
Champion International
Knightsbridge
Hamilton, Ohio 45020
is authorized to discharge from a facility located at
601 North B Street
Hamilton, Ohio 45020 . •
to receiving waters named
Great Miami River
in accordance with effluent limitations, monitoring requirements and
other conditions set forth in Parts I, II, and III hereof.
This permit shall "become effective on August 15, 1975.
This permit and the authorization to discharge shall expire
at midnight, December 29, 1979. Permittee shall not discharge after
the above date of expiration. In order to receive authorization to
discharge beyond the above date of expiration, the permittee shall
submit such information and forms as are required by the Ohio EPA no
later than 180 days prior to the above date of expiration.
Ned E. Williams, P.E.
Director
OEPA-NPDES-7
-------
Page 3 of 13
OEPA Permit $o. A 109 *AD
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EPA-NPDES-7
-1-74
-------
MONITORING H
AREA-BY-AREA STUDIES
Reporting Form C
Sc.-.5 = -:e '{YRHHOHDA)
"1 P' «'»'\-D 9°^inn:na Da'*? Sol 7 1 /£ Cneinn f
1} COMPLETED "Beginning Date^L/ JL/£2 Ending
Date^b/ JL//Z
DatBfiia/yj&s"
Survey Icentifjc3tiorv/Name:_ _ ., / 0 / /
Primary Receiving Water Name(s):
^40. uses
EPA hciqts. Use
Hydrolop.ic Unic;
50. Reach Seament I.D.:
?
County/Parish:
State:
Region:
Sits I.D. HO:
Agency Code/Station numbsr(s)
Total Nc
mbier.t
4
). Stations
Effluent
o
Rnish»d
DrinWng Water
O
Ground Water
O
80. Total No. "Samples
Analyzed by Stats
Analyzed by Region
Analyzed by OWHS
Contractor
Water
4-
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Total 1 4 f 3
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2.
EC? <">**• $ (fWrt Work Yo3rc: 0. /S A/,,* /*.£/£><-//*« /*A a/.^s/r
iTRUCTlON'S: Check one or more variables, as appropriate.
3-
T..
No. Samples by Media
4 Surfacs water
__— . Ground watsr
3 Sediment
. e Ftsh/Sheil fish
_ Effluent
Precipitation
Surface runoff
r,- , • i
Biological
(planirton, etcJ
Other.
110. Water Body
Typeis)
a. P^. Strftam
b, ( ) Laka
c. ( ) impoundment
d. ( ) Estuary/Bay
e. ( ) Ccaan
f. ( ) Groundwater
8- ( ) Other:
3.
3.
C.
d.
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f.
g-
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fc$ Dissolved oxygen
&<) Oxygen demanding
Physical
Biological
Bactsrioiogical
Nutrients
Solids
Oil and grsas*
Organics
Meals
Pesticides
Cyanides and Phenols
Reaction Rates
Radionuclides
Streamfiow
Bioassay/static
Bioassay % flow thru
Microtox/other toxichy
Amcs/carcinogsnicity/
mutagenicity
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( )
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k)
0-~ •"•— •
-------
-------
REGIONAL TOXICS MONITORING PROGRAM —
EXPOSURE/RISK
Reporting Form D
10. Schedule
D PLANNED
D COMPLET1
20. Primary Receiving
&r~&c/ 7 / /S Endina Da
ED Beginning Data32/.L/*l Ending C
Water Nams(s):
/ A/6/^r
County/Parish:
'- ' BoS/er
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ts'^SJlJIZ
3ata5«;lJ£S-
EPA Hdqts. Usa
30. U.j* V
•• Agency Coda/Station
fti^nberCs)
INSTRUCTIONS: Chsck ona or more variables as approprsta.
T
80. No. Samples by Media
? Surfacs wata*
b. _ Ground wars*
c. _ Sadimwit
d._i_ Rsh/Sheilfbh-
« , fr Effluent
i,.-. — Prsciphatcfr
g. _ Surface
h _ Biological
Other.
£0. Water Body
Typs(s)
x U Srraam
b; (} Laks
c. () Impoundment
d. {) Estusry/bay
9. {} Cosstal
f, U Cc«n
g, {} Dthsr
1 CO, Parameter Group(s) Measured
a. t) DwiscHvad oxygen L $4
b. {) Qxygan-damar-ding }. ()
c, O Physical
d. U Biological
9, (} Bdctar JoJcgicil
f. O Nutrient*
g. U SoKds
h, H Oilsrxi
k. {* Psstksdes
L {) Cyanides and phaod
m. {)
n. O
o. (}
-------
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