ENVIRONMENTAL PROTECTION AGENCY
OFFICE OF ENFORCEMENT
REPORT ON
EFFECTS OF WASTE DISCHARGES
WATER QUALITY OF THE
CACHE LA POUDRE AND SOUTH PLATTE RIVERS
GREELEY AREA
NATIONAL FIELD INVESTIGATIONS CENTER-DENVER
AND
REGION VIII DENVER, COLORADO
JUNE 1972
tlEAl
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831 R720O2
ENVIRONMENTAL PROTECTION AGENCY
OFFICE OF ENFORCEMENT
EFFECTS OF WASTE DISCHARGES
ON
WATER QUALITY OF THE
CACHE LA POUDRE AND SOUTH PLATTE RIVERS
GREELEY, COLORADO
National Field Investigations Center - Denver
and
Region VIII
Denver, Colorado
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TABLE OF CONTENTS
"v
Title Page
GLOSSARY OF TERMS 11
LIST OF TABLES ill
LIST OF FIGURES ill
I. INTRODUCTION 1
II. SUMMARY AND CONCLUSIONS 2
III. RECOMMENDATIONS 5
IV. APPLICABLE WATER QUALITY REQUIREMENTS 7
A. Water Quality Standards 7
B. Enforcement Conference Requirements 8
First Session 8
Second Session 8
Reconvened Second Session 9
V. WASTE SOURCES 10
A. Greeley Wastewater Treatment Plant 10
B. Great Western Sugar Mill 12
C. Farr Farms Feedlot of Greeley 16
D. Monfort of Colorado 16
VI. STREAM SURVEYS 17
A. South Platte River Basin Project Studies. ... 17
B. Water Quality Survey, September 13-15, 1971 . . 18
C. Water Quality Survey, December 6, 7, and
13-15, 1971 22
VII. WATER QUALITY IMPROVEMENT MEASURES 27
REFERENCES 29
APPENDIX A - COLORADO WATER QUALITY STANDARDS
APPENDIX B - WATER QUALITY OBJECTIVES RECOMMENDED TO
THE CONFERENCE AS A RESULT OF STUDIES
CONDUCTED BY THE SOUTH PLATTE RIVER
BASIN PROJECT
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GLOSSARY OF TERMS
BOD - Biochemical Oxygen Demand, 5-Day
COD - Chemical Oxygen Demand
DO - Dissolved Oxygen
NH--N - Ammonia Nitrogen
TOC - Total Organic Carbon
SS - Suspended Solids
RM - river mileage
cfs - flow rate given in cubic feet per second
gpm - flow rate given in gallons per minute
mgd - flow rate given in million gallons per day
mg/1 - concentration given in milligrams per liter
ymhos/cm - unit of specific conductance (mho — the inverse
of the standard unit of electrical resistance, the
ohm) measured over a 1-centimeter distance, conven-
ventionally made at 25°C.
ii
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LIST OF TABLES
Table No.
Title
Summary of Field Measurements and
Chemical and Bacteriological Analyses,
Great Western Sugar Mill, Greeley,
Colorado, December 12-15, 1971
Summary of Permit Application Data
for Great Western Sugar Mill, Greeley,
Colorado, October to December 1971
Summary of Field Measurements and
Analytical Results at Selected Stations,
Cache la Poudre and South Platte Rivers,
September 13-16, 1971
Results of Bacteriological Analyses at
Selected Stations Cache la Poudre and
South Platte Rivers, September 13-15, 1971
Summary of Field Measurements and
Analytical Results at Selected Stations,
Cache la Poudre and South Platte Rivers,
December 6-7, 13-15, 1971
Results of Bacteriological Analyses at
Selected Stations, Cache la Poudre and
South Platte Rivers, December 6, 7,
and 13-15, 1971
15
20
21
25
LIST OF FIGURES
Figure No.
1
Follows Page
Location Map, Water Quality Investiga-
tions in the Cache la Poudre River, Inside
September-December 1971 back cover
Aerial view of Great Western Waste 15
Effluent (Serpentine Ditch) at Point
of Discharge to the Cache la Poudre River
Aerial View of the Confluence of the 15
South Platte and Cache la Poudre Rivers
ill
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I. INTRODUCTION
The Great Western Sugar Company (subsidiary of the Great Western
United Corporation) operates a sugar beet processing mill at Greeley,
Colorado, on the Cache la Poudre River just upstream of its confluence
with the South Platte River. Inadequately treated industrial wastes
from this mill are discharged to the Cache la Poudre River. In addition
to these discharges, a large volume of inadequately treated municipal
wastes is discharged immediately upstream of the Great Western mill.
Stream surveys were conducted by the National Field Investigations
Center - Denver (EPA) during the months of September and December 1971,
to define conditions in the receiving waters prior to and during the
sugar beet processing season (campaign) [Figure 1, inside back cover].
Waste treatment practices were evaluated at both the Great Western mill
and the Greeley wastewater treatment plant. The latter was also evaluated
in January 1972.
This report summarizes the results of these investigations. Observed
water quality conditions are compared to the applicable water quality
regulations, and violations of water quality standards are defined. Water
quality conditions also are compared with conditions existing during
studies conducted by the South Platte River Basin Project in 1963-66.
The recommendations include remedial measures that are necessary to abate
existing pollution.
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II. SUMMARY AND CONCLUSIONS
There has been some reduction in the waste loads discharged to the
Cache la Poudre River when compared with the findings of the South Platte
River Basin Project studies in 1964-65. This has resulted from the
closure of the Great Western mill at Windsor and improved treatment at
the Great Western mill in Eaton which discharges to Eaton Draw. However,
water quality investigations conducted during September and December,
1971, showed that the receiving waters were still being severely degraded
by waste discharges from the Greeley wastewater treatment plant and the
Great Western mill at Greeley, Colorado. Violations of Sections B and D
of the Basic Water Quality Standards are occurring.
The December 13 through 15, (1971) survey findings indicated that
the Great Western mill was discharging a BOD load of about 25,000 Ib
per day to the Cache la Poudre River (10.7 Ib of BOD per ton of sliced beets)
This greatly exceeds the effluent limits (i.e., 0.5 Ib of BOD per ton)
attainable by recommended treatment practices for the sugar beet industry.
At this effluent limit, the Great Western mill discharge would contain a
BOD load of no more than 1,165 Ib per day based on 1971-72 campaign figures.
The degree of treatment provided by the serpentine shaped ditch is
negligible—about 10 percent, which is no better than that observed during
the 1963-64 campaign. Effluent from the ditch is black and septic. The
fecal coliform density (log mean) was 210,000/100 ml during the survey.
Waste abatement requirements of the State of Colorado are not being met
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at the Great Western mill in Greeley. Moreover, neither the compliance
date established in the State implementation plan (December 31, 1970),
nor the date recommended by the Conferees (June 30, 1971) at the reconvened
second session of the South Platte Conference has been met.
Compounding the pollution problems in the Cache la Poudre River is
the Greeley waste treatment plant that is grossly overloaded organically
and discharges from 10,000 to 22,000 Ib BOD per day. Wastes from the
Monfort of Colorado packing plant of approximately 16,000 Ib BOD per day
exceed the design capacity. A new facility to treat the Monfort wastes
and the waste activated sludge from the existing plant will be constructed
about five miles east of Greeley. This facility is to produce an effluent
containing no more than 20 mg/1 and will reduce the present BOD load to
the existing plant by greater than 50 percent. With this reduction it
should be possible for the effluent limits of 25 mg/1 BOD and suspended
solids to be met.
An examination of the flow records (1951-70) for the Cache la Poudre
River at KM 2.9 shows that the 7-day, 10-year low flow is 6 cfs. In 16
of 20 years, the 7-day low flow occurred in either May, June or July.
Upstream at RM 4.6 flow is diverted for irrigation generally from May
through mid-October. The diversion flow records for the same 7-day periods
were used to estimate flow conditions in the Cache la Poudre River just
downstream from the Greeley wastewater treatment plant. On this basis,
the 7-day, 10-year flow was about 39 cfs. Further examination of the
records during the period October to February shows that the 7-day, 10-year
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low flow at RM 2.9 is 12 cfs. Seventeen of the 7-day, low-flow periods
occurred in October. Allowing for the diversions, the 7-day, 10-year
low flow just downstream from the Greeley wastewater treatment plant was
also about 30 cfs. Unless treatment at the Greeley plant is upgraded
to produce an effluent containing not more than 25 mg/1 BOD (maximum
1700 Ib at design flow of 8 ragd), the present DO standards of 3.0 mg/1
cannot be met under these flow conditions.
Water quality conditions observed upstream of the Greeley and Great
Western discharges were indicative of a moderately polluted stream resulting
from irrigation drainage, possible residual wastes from upstream dis-
charges, and agricultural activities along the river. Violations of the
bacterial standards for a warm-water fishery were indicated at 6th Avenue
during the September 1971 survey. A flow of no less than 15 cfs in the
Cache la Poudre from upstream of the Greeley wastewater treatment plant
downstream to the point of the Great Western discharge is considered
necessary to maintain a minimum dissolved oxygen level of 3.0 mg/1.
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Ill. RECOMMENDATIONS
In order to achieve abatement of pollution of the Cache la Poudre
and South Platte Rivers resulting from the discharges of inadequately
treated wastes, it is recommended that:
1. The combined waste discharges from the Great Western mill at
Greeley contain not greater than 0.5 Ib each of BOD and suspended solids
per ton of beets sliced or the total load of each not exceed 1,165 Ib per
day (based on 1971-72 campaign figures), whichever is less.
2. The number of fecal collform organisms in the combined discharges
not exceed 75 x 10 organisms per ton of beets sliced or density of
1,000/100 ml, whichever is less.
3. The effluent from the existing wastewater treatment plant at
Greeley contain not greater than 25 mg/1 each of BOD and suspended solids
with the maximum BOD and suspended solids load not to exceed 1700 Ib per
day each at design flow.
4. The City of Greeley proceed with the proposed construction of a
new plant to treat the Monfort Packing plant wastes and the waste activated
sludge from the existing plant with the effluent from the new system to
contain not greater than 25 mg/1 each of BOD and suspended solids.
5. The Greeley wastewater treatment effluents be disinfected in
accordance with applicable criteria.
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6. Stream flows not less than 15 cfs be maintained in the Cache la
Poudre upstream from the Greeley wastewater treatment plant. Flow past
the irrigation diversion at KM 4.6 shall also be 15 cfs which will require
limitations of diversion during drought periods.
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IV. APPLICABLE WATER QUALITY REQUIREMENTS
A. WATER QUALITY STANDARDS
Water quality standards applicable to the South Platte River and its
tributaries in Colorado were established in June 1967 by the Colorado
Water Pollution Control Commission.— These standards were subsequently
revised and fully approved as Federal standards. They consist of three
components: 1) stream classifications that designate water uses to be
protected; 2) water quality criteria that specify water quality conditions
which must be maintained; and 3) an implementation plan that establishes
time schedules for providing adequate treatment or control facilities for
all sources of pollution.
The South Platte River from the Denver area (RM 313.4) downstream
to the Nebraska state line is classified for industrial and agricultural
water uses (Class C and D.). From near Fort Collins (RM 55.0) downstream
to Second Avenue in Greeley (RM 5.5) the Cache la Poudre River is classified
as a warm water fishery, and for industrial and irrigational uses (Classes
B_, C, and D.). Downstream to the mouth, the classification is C and
D [water quality criteria applicable to the above classifications can be
found in Appendix A]. An implementation schedule was established that
required the Great Western mill at Greeley to be in compliance with the
water quality standards by December 31, 1970.
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B. ENFORCEMENT CONFERENCE REQUIREMENTS
First Session
In 1963, the First Session of the Conference in the Matter of Pollution
of the South Platte River Basin in the State of Colorado was called under
provisions of the Federal Water Pollution Control Act by the U. S. Depart-
ment of Health, Education, and Welfare at the request of the Colorado
Governor, John Love. To comply with the recommendations of the First
Session, the South Platte River Basin Project of the Department of Health,
Education, and Welfare was established. The Project was requested to
undertake a study to determine legitimate water uses and locate the
sources of pollution having an adverse effect on those uses; determine
through field investigations the physical, chemical, and biological res-
ponses of the South Platte River to pollution and evaluate the sources of
pollution with respect to the conditions in the River; and to compute
the waste load reductions necessary to obtain desired water quality and
recommend the water quality control measures needed to effect the desired
waste load reductions.
Second Session
The Second Session of the Conference, held in April 1966, was primarily
devoted to the presentation of the results of the studies. Water quality
objectives for the South Platte and Cache la Poudre Rivers and waste
treatment requirements for the Great Western sugar mill at Greeley were
included [Appendix B]. These recommendations called for waste discharges
from the Greeley mill to be reduced to 1,100 Ib per day each of BOD and
suspended solids.
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The Conference adjourned without formulating specific pollution
abatement recommendations in order to allow the new Colorado Water
Pollution Control Commission sufficient time to study and evaluate the
report of the Project and to develop a program and time schedule for
implementation of remedial measures.
Reconvened Second Session
In November 1966 the Conferees recommended that the final compliance
date for providing adequate treatment of all waste discharges in the Basin
be extended from the recommended date of September 30, 1968, to
June 30, 1971.
"All discharges into the South Platte River Basin shall have
adequate remedial or control facilities in full operation
by June 30, 1971, so as to comply with water quality standards
established by the Colorado Water Pollution Control Commission
2/
as approved by the Secretary of the Interior."—
The Conferees did not adopt the water quality objectives or waste
treatment requirements recommended by the Project although a number of
these recommendations were subsequently incorporated in the Colorado
Water Quality Standards.
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10
V. WASTE SOURCES
Municipal and industrial waste source investigations were conducted
in the Greeley area during September and December 1971 and in January
1972. Data on water pollution control practices were obtained through
in-plant surveys, review of the Refuse Act permit applications, and
through contact with both Company representatives and wastewater treatment
plant operators.
A. GREELEY WASTEWATER TREATMENT PLANT
This treatment system consists of conventional activated sludge with
primary clarification, separate sludge digestion, and chlorination. The
system is designed for 8.0 mgd and an organic loading of 13,000 Ib of
BOD per day. In addition to serving a population of more than 53,000
persons, the facility treats the waste from the Monfort of Colorado packing
plant. The Greeley treatment plant discharges directly to the Cache la
Poudre River (RM 5.3). Previous studies, by the Project in 1966, showed
that this treatment plant was providing greater than 90 percent BOD removal,
The Monfort plant was not connected to the Greeley treatment plant at
that time.
*
The more recent in-plant surveys, conducted by NFIC-Denver, indicate
that the plant is grossly overloaded organically. The Monfort plant
contributed flows of 1.6 to 1.8 mgd, with an average BOD of approximately
1,200 mg/1. This constitutes a BOD load of about 16,000 Ib/day, which
* Composite samples (24-hour) were collected of the influent and effluent
[Figure 1-Statlon E].
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11
is in excess of the wastewater treatment plant design capacity. The
influent BOD to the Greeley plant (combined Monfort and domestic wastes)
is generally in excess of 500 mg/1, with flows averaging about 7.0 mgd.
The BOD removal efficiency varies from 25 to 60 percent. The BOD loads
discharged ranged from approximately 10,000 to 22,000 Ib per day.
In addition to the activated sludge plant, there is a trickling fil-
ter plant (two filters in parallel) that became inoperative after the
activated sludge plant was constructed. Attempts are being made to use
the trickling filter plant for treatment of the Monfort wastes ahead of
the activated sludge system. However, even with the treatment provided
by the filters, the total load placed on the activated sludge system will
still be above the design capacity.
Disinfection at the Greeley plant is inadequate. Little or no
chlorine residual was detected in the effluent during the in-plant surveys.
For example, during the January 1972 survey, the log mean total- and
fecal-coliform bacteria densities were 12,000,000 and 1,300,000/100 ml,
3/
respectively. Applicable criteria,— which require that 1 mg/1 chlorine
residual be maintained after 15 minutes detention time at peak hourly
flow, were not being met.
To alleviate the overloaded condition the City of Greeley, with the
assistance of an EPA grant, will construct a new treatment facility that
will be located about five miles east of Greeley and one mile north of
Colorado Highway 263. This plant (2.8 mgd design capacity) will consist
of four anaerobic lagoons in parallel, followed by two aerated lagoons,
clarification, and two polishing ponds in series and will treat Monfort
wastes and the waste activated sludge from the existing plant.
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12
B. GREAT WESTERN SUGAR MILL
This mill is a straight-house operation processing an average of
2,330 tons of beets per day. Water is obtained from the Cache la Poudre
River (approximately 5 mgd), City of Greeley (approximately 0.7 mgd),
and from wells. A city storm sewer also discharges to the mill water
supply pond. If necessary, barometric condenser waters can be released
to the pond.
The Greeley mill has three known discharges: 1) the effluent (001)
from the lone serpentine shaped ditch at RM 4.3 [Figure 1-Station A];
2) the effluent (002) containing boiler blowdown and the ashes and un-
burned coal and coke residues originating from the boilers and lime kiln
at RM 5.25 [Figure 1-Statlon C]; and 3) the occasional overflow from
the water supply pond (003) at approximately RM 5.27 [not shown on
Figure 1].
The lime muds that constitute another source of waste are pumped to
an 8-to-10-acre holding basin located on the east side of the Cache la
Poudre River. According to Company officials, there is no discharge from
the holding pond.
The influent to this serpentine shaped ditch is composed of waste
flume waters, excess condensates, leaks, spills, boilouts, and other mis-
cellaneous wastes. The ditch is approximately 1.25 miles in length and
is reported to vary from 14 to 20 ft in width and from 3 to 7 ft in water
depth. Results of an in-plant survey [Table 1] during December 13 to
15, 1971, showed that the ditch provided about 15 percent BOD removal.
Numbers refer to Refuse Act Permit designations of the Great Western
Sugar Company.
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TABLE 1
SUMMARY OF FIELD MEASUREMENTS AND CHEMICAL AND BACTERIOLOGICAL ANALYSES
GREAT WESTERN SUGAR MILL, GREELEY, COLORADO
December 12-15, 1971
Map*/
Key
B
A
C
D
FIELD MEASUREMENTS AND ANALYTICAL RESULTS
Flow Temp. Cond. . BOD TOC
Station (mgd) pH (°C) (ymhos/cm) (mg/1) (mg/1)
Description Range avg Range Range Range avg avg
Influent 8.6-8.8 25-30 1,200-1,350 726 590
to
serpentine
ditch
Effluent 5.1-A.6 4.9 6.7-7.4 20-24 1,500-1,800 615 580
from
serpentine
ditch
(RM 4.3)
Effluent 0.08^8. 1-10. 2 5-46 1,650-2,150 1,230 1,190
from ash
disposal
and boiler
blowdown
system
(RM 5.25)
Water 7.7-7.9 0-1 1,400-1,450 9 5
supply
intake
from pond
BACTERIOLOGICAL RESULTS
Fecal Coliform Fecal Streptococci
(MF Count/100 ml) (MF Count/100 ml)
Maximum Log Mean Minimum Maximum Log Mean Minimum
780,000 210,000 130,000 11,000,000 > 3,500,000 > 1,000,000
650,000 > 150,000 > 60,000 12,000,000 > 3,100,000 > 100,000
a/ See Figure 1.
b_/ Company data for months of October-December 1971.
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The effluent (002) from the boiler and lime kiln area had an extremely
high BOD (1,230 mg/1) compared to the data submitted by the Company [Table
2]. Wastewaters other than those from the boilers and lime kiln area
were apparently entering the discharge line. The Company data indicate
that the mill was discharging an average of 9.4 Ib BOD per ton of beets
processed. The December survey results show that 10.7 Ib BOD per ton of
beets were discharged.
An aerial reconnaissance was conducted of the Cache la Poudre River
on December 16, 1971, downstream from its confluence with the South Platte
River to upstream of the Monfort of Colorado feedlots. At the point of
discharge from the ditch [Figure 2] the black effluent, which has greater
density than the receiving waters, flows below the stream surface for a
short distance downstream and subsequently mixes. After the effluent
was dispersed, the Cache la Poudre River appeared black downstream to the
confluence with the South Platte River [Figure 3]. The inflow clinging
to the bank finally began to disperse about 150 yards downstream.
4/
Wastewater treatment has not improved since January 1964— when
studies by the South Platte River Basin Project indicated BOD removals of
*
about 10 percent. The net load from the mill approximated 13 Ib BOD per
ton of beets processed at that time. Treatment at this mill should be in
accord with base-level treatment practices for the sugar beet industry,
i.e., 0.5 Ib of BOD per ton of beets processed.
* The BOD load in the river water supply was subtracted from the final
effluent BOD. The mill processed an average of 2,200 tons of beets
during the 1963-64 campaign.
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Photographs taken during the course of this investigation
are on file in the Denver, Colorado, office of the
National Field Investigations Center.
Figure 2
Aerial view of Great Western waste effluent
(serpentine ditch) at point of discharge to
the Cache la Poudre River. (Arrows indicate
direction of flow.)
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Photographs taken during the course of this investigation
are on file in the Denver, Colorado, office of the
National Field Investigations Center.
Figure 3
Aerial view of the confluence of the South Platte
and Cache la Poudre Rivers. (Arrows indicate
direction of flow.)
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C. FARR FARMS FEEDLOT OF GREELEY
Approximately 15,000 head of cattle are fed at Farr Farms. In
1964-66 the feedlots were drained by underground pipes and this drainage
along with surface runoff was discharged directly to the Cache la Poudre
River. It was recommended at the Second Session of the Conference that
feedlot owners design and construct berms or suitable drainage facilities
to divert the surface runoff to lined lagoons or treat these wastes by
equivalent means in order to protect against pollution of both surface
and ground water.
Present treatment facilities consist of holding ponds with the
effluent either used for irrigation or diverted to evaporation lagoons.
During the surveys, conducted in September and December 1971, there was
no apparent contamination from these feedlots.
D. MONFORT OF COLORADO
This company operates feedlots and a packing plant. Feedlots have a
total capacity for feeding 112,000 head of cattle and are located north
of Greeley and at Evans, Colorado. Water pollution control recommendations
presented at the April 1966 session of the Conference were the same as
those for the Farr Farm feedlots. The waste treatment facilities for the
Monfort feedlots consist of holding ponds with the effluent used for irriga-
tion of crops. At the packing plant, cooling water and the defrost water
are discharged directly to the Cache la Poudre River. As stated previously,
the packing house wastes are sent to the Greeley wastewater treatment plant.
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17
VI. STREAM SURVEYS
A. SOUTH PLATTE RIVER BASIN PROJECT STUDIES
Studies, conducted during September 7 to 12, 1965,— showed that the
Cache la Poudre River became degraded as it coursed through Greeley.
The BOD at Spanish Colony (RM 9.4) was 3.5 mg/1 and increased to approxi-
mately 5.0 mg/1 at a station just upstream (RM 5.7) of the Greeley waste-
water treatment plant. Eaton Draw (RM 6.9) contained 10.9 mg/1 BOD
at a flow of 1.3 cfs. Downstream (RM 5.2) from the Greeley plant the
BOD increased to 28.0 mg/1. Near the mouth (RM 2.9) the BOD had decreased
to 7.1 mg/1. Flows during 1965 were as follows:
RM 9.5 - Spanish Colony 23 cfs
RM 5.7 - Upstream of Greeley Wastewater
Treatment Plant 55 cfs
RM 5.2 - Downstream from Greeley Waste-
water Treatment Plant 75 cfs
RM 2.9 - Near mouth 40 cfs
Flow variations were due to irrigation return drains, seepage, and waste
discharges. Downstream from RM 5.2, a portion of the flow was diverted
for irrigation.
Water quality of the Cache la Poudre River, during the 1965 survey,
was generally good in the upper reach, i.e., upstream of RM 46.0, with
total- and fecal-coliform bacteria densities averaging 250 and 74 MPN/100 ml,
respectively. Downstream from RM 46.0, the water quality deteriorated.
The levels of total and fecal coliform bacteria (2,100,000 and 400,000
MPN/100 ml, respectively) downstream from the Greeley plant were two
orders of magnitude greater than those at the station just upstream, thus
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18
confirming that disinfection practices at the plant were ineffective.
The effects of the Great Western mill discharges at Greeley were
measured during the 1963-64 sugar beet campaign. The quality of the
Cache la Poudre River water in the Greeley area was degraded by residual
wastes from the Great Western mills at Windsor and Eaton, and the Monfort
packing plant. Through Greeley, the BOD increased from approximately
200 mg/1 to 350 mg/1 (RM 9.4 and RM 2.9, respectively). The effluent
from the Great Western mill in Greeley contained 27 mg/1 sulfides.
During January 1964, it was reported,— the lower portion of the Cache
la Poudre River represented the most severe case of surface water pollution
existing in the entire South Platte River Basin. Since the 1964-66 survey,
the Great Western plant at Windsor has closed; the Great Western mill
at Eaton has constructed pollution control facilities; and the Monfort
plant presently diverts all wastes to the Greeley sewage treatment plant.
The major waste discharges remaining are those from the Greeley wastewater
treatment plant and the Great Western mill at Greeley.
B. WATER QUALITY SURVEY. SEPTEMBER 13-15, 1971
During the survey, more than 50 miles (RM 53.6 to the mouth) of the
Cache la Poudre River were studied. Of primary interest is the reach
extending from Spanish Colony (RM 9.4) downstream to the confluence with
the South Platte River. As mentioned earlier, the Cache la Poudre River
has been classified as B , C, and D waters from RM 55.0 to RM 5.5, and
C and D. downstream to the mouth.
The DO concentration at Spanish Colony neared or exceeded saturation
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19
level [Table 3]. The log mean fecal coliform density of 640/100 ml
[Table 4] was within the standard (1,000/100 ml) established for a warm-
water fishery.
The river at 6th Avenue (RM 6.3) showed the effects of several
Irrigation drains including Eaton Draw. Dissolved oxygen concentrations
were generally below saturation levels but well above the DO standard
of 5.0 mg/1. At this station the log mean fecal coliform density
(3,200/100 ml) was a violation of the standards.
Effects of the Greeley wastewater treatment plant (RM 5.3) were evi-
dent at RM 5.2 and 0.5. At these stations the DO concentrations were
below saturation levels (32 to 84 percent) all the time with the dissolv-
ed oxygen standard of 3.0 mg/1 being violated at RM 0.5. Densities of
fecal coliform bacteria at these stations exceeded 2,000/100 ml (log mean)
but were less than the levels observed at 6th Avenue. This is contra-
dictory to what would be expected because adequate disinfection was
seldom accomplished during the in-plant evaluations of the Greeley
wastewater treatment plant. As previously discussed, during the January
1972 in-plant survey, the fecal-coliform bacteria levels in the effluent
exceeded 1,000,000/100 ml.
The Cache la Poudre River was virtually an open sewer downstream
from the Greeley discharge. The murky water sinelied of sewage, and rich
organic sludge beds blanketed most of the stream bottom. Such sludge
beds constitute a violation of Sections B and D of the Basic Water Quality
2
Standards [Appendix A]. Sludgeworms were profuse in number (22,810/ft )
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TABLE 3
SUMMARY OF FIELD MEASUREMENTS AND ANALYTICAL RESULTS AT SELECTED STATIONS
CACHE LA POUDRE AND SOUTH PLATTE RIVERS
September 13-16. 1971
Map
No.
Station Description
Flow pH , Cond.
cfs S.U. pmhos/cm
avg Range Range
Dissolved Oxygen Total Total Susp.
Temp. Percent Alkal. BOD Solids Solids TOC Turbid.
°C mg/1 Sat. mg/1 mg/1 mg/1 mg/1 mg/1 J.T.U.
Range Range Range avg avg avg avg avg avg
South Platte River at Kersey,
Colorado (RM 246.5)
Cache la Poudre ,1ust upstream
of mouth at Davis Ranch
(RM 249.0/0.5)
South Platte River one mile
upstream of mouth of Cache
la Poudre River (RM 250.6)
Cache la Poudre River downstream
from Greeley wastewater treat-
ment facility (RM 249.0/5.2)
Cache la Poudre River at 6th
Avenue in Greeley (RM 249.0/6.3)
Eaton Draw near mouth
(RM 249.0/6.9/0.1)
Cache la Poudre River at Spanish
Colony at 23rd Avenue Bridge
(RM 249.0/9.4)
Irrigation return just down-
stream from 23rd Avenue Bridge
(RM 249.0/9.35/0.1)
440 8.1-8.2 1600-1850 11-15 7.2-8.2
90
7.7-7.8 1900-2000 11-15 2.7-6.1
71-78
32-68
35CT 8.1-8.2 1800-2000 11-15 6.9-8.5 75-81
75~ 7.7-8.1 1900-2600 12-14 . 3.9-6.8 43-84
243
254
238
251
4.1 1285
10.1 1440
1.8 1255
27
40 7.6-8.1 1750-2100 11-14 8.7-13.9 96-155 275 1.9
1473
50- 7.9-8.2 2000-2500 11-14 6.9-8.5 75-100 257 3.4 1355
1.5 8.5^ 1650-1900 11-14 7.6-9.3 85-101 201 10.5
1367
1785
7.5 7.9-8.1 1350-2600 10-12 8.6-9.4 96-103 206 7.0 1825
48
35
45
78
50
100
< 10
310
48
17
12
16
31
20
10 42
121
a/ Estimated values.
b_/ All pH values were the same for this station.
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TABLE 4
RESULTS OF BACTERIOLOGICAL ANALYSES AT SELECTED STATIONS
CACHE LA POUDRE AND SOUTH PLATTE RIVERS
September 13-15. 1971
Map
No.
Total Coliform
MF Count/100 ml
Station Description
Maximum Log Mean Minimum
Fecal Coliform
MF Count/100 ml
Maximum Log Mean Minimum
Fecal Streptococci
MF Count/100 ml
Maximum Log Mean Minimum
South Platte River at
Colorado 37 Bridge north
of Kersey at USGS gage.
(RM 246.5)
Cache la Poudre River just
upstream of mouth, at
Davis Ranch.(RM 249.0/0.5)
South Platte River at
highway bridge 1 mile
upstream of mouth of
Cache la Poudre River.
(RM 250.6)
Cache la Poudre River
downstream from Greeley
wastewater treatment plant
at highway bridge.
(RM 249.0/5.2)
Cache la Poudre River at
6th Ave. bridge in Greeley.
(RM 249.0/6.3)
Cache la Poudre River at
23rd Ave. bridge in
Greeley. (RM 249.0)
90,000 33,000 13,000
5,200
27,000
25,000 18,000
1,200
15,000
> 80,000 > 38,000 9,000
37,000 20,000 9,000
11,000 9,600 8,000
8,200 2,000
3,300 2,100
900
890
450
5,400 2,500
7,300 3,200
640
840
1,400
220
780
650
520
11,000 2,700
3,400 1,100
880
7,200 2,600 1,000
3,400 2,400 1,300
32,000 20,000 12,000
57,000 16,000 1,500
440
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22
because of the available food and the lack of competition in their
sludge bed habitat. Fish populations near the mouth of the Cache la
Poudre consisted of forage species; no game fish were found.
Water quality conditions were measured in the South Platte River
upstream and downstream from the confluence of the Cache la Poudre River.
Upstream, the biological quality of the river was moderately degraded.
Because the sand substrate was poor habitat, only six kinds of benthic
2
invertebrates with a density of 74/ft inhabitated this reach. Of these,
approximately equal portions were tolerant and sensitive forms. Fish
populations in this reach consisted entirely of non-game species, such
as longnose suckers, minnows, and carp.
At Kersey, the South Platte River became severely polluted as a
result of the Cache la Poudre inflow. The numbers of coliform bacteria
in the water were excessive; total coliforms numbered 33,000/100 ml and
fecal coliforms numbered 2,000/100 ml. Because of a shifting sand sub-
2
strate the density of organisms was only 62/ft . Pollution-tolerant
sludgeworms increased to 37 percent of the population and intolerant
forms decreased to 3 percent.
In summary, the water quality conditions observed in the study reach
were similar to those observed during the summary of 1965.
C. WATER QUALITY SURVEY, DECEMBER 6. 7 AND 13 TO 15. 1971
The Cache la Poudre River was studied from RM 7.0 (upstream of Eaton
Draw) downstream to its confluence with the South Platte River in order
to determine the combined effects on water quality of the discharges from
the Great Western mill and the Greeley wastewater treatment plant. Water
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23
quality data were collected on the South Platte River upstream and down-
stream from the mouth of the Cache la Poudre River and at the mouth of
Eaton Draw. Also determined were the waste loads discharged by the Greeley
wastewater treatment plant and the Great Western sugar-beet processing mill.
Upstream of Eaton Draw, the Cache la Poudre River was moderately
degraded [Tables 5 and 6] because of residual wastes from upstream dis-
charges, Irrigation drainage, and agricultural activities. Nutrients
were available in sufficient quantities to stimulate algal growths (3.8
2
million cells/in ). The bacteriological studies showed log mean total
and fecal coliform bacteria concentrations of 1,800 and 150/100 ml,
respectively. Organic enrichment also affected the benthos community.
Sludgeworms and facultative or pollution-tolerant fly larvae accounted
for 95 percent of the bottom animals collected. Dissolved oxygen concen-
trations and coliform levels were well within the established standards.
The quality of the Cache la Poudre River at 6th Avenue was similar
to that observed upstream of Eaton Draw. Changes in the benthos community
were limited primarily to a reduction in numbers because of better sub-
strate (more sand and less sludge). The BOD levels had increased slightly
(5.0 mg/1 to 8.5 mg/1), attributable to inflows from Eaton Draw. The DO
concentrations and fecal-coliform bacteria levels met the standards.
Downstream from the Greeley wastewater treatment plant, the Cache la
Poudre River was severely polluted. The average BOD was 33 mg/1 (range
22 to 48 mg/1). The Greeley plant (RM 5.3) was discharging more than
10,000 Ib of BOD per day during the survey. Fecal-coliform bacteria
densities (log mean) were 3,400/100 ml, or 15 times greater than the level
observed at the 6th Avenue station.
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TABLE 5
SUMMARY OF FIELD MEASUREMENTS AND ANALYTICAL RESULTS AT SELECTED STATIONS
CACHE LA POUDRE AND SOUTH PLATTE RIVERS
December 6-7. 13-15. 1971
Map
No. Station Description
Flow
cfs
avg
PH
Range
Cond.
ymhos/cm
Range
Temp.
°C
Range
Dissolved Oxygen Tnt.. Ayfli. BOD TOC
mg/1% Sat. mg/1 '" mg/1 mg/1
Range Range Avg .• . avg avg
South Platte River at
Kersey, Colorado
(RM 246.5)
Cache la Poudre River
near mouth at Davis
Ranch (RM 249.0/0.5)
842 7.5-7.8 1300-1500
166 7.4-7.8 1400-1700
South Platte River one 670
mile upstream of (est)
mouth of Cache la
Poudre River (RM 250.6)
Cache la Poudre River 132
downstream from Greeley (est)
wastewater treatment
facility (RM 249.0/5.2)
7.4-7.8 1300-1500
7.6-7.9 1050-1700
Cache la Poudre River
at 6th Avenue in
Greeley (RM 249.0/6.3)
a/
Eaton Draw at mouth—
(RM 249.0/6.9/0.1)
Cache la Poudre River
upstream of Eaton
Draw (RM 249.0/7.0)
122 7.8-8.1
(est)
i 7.8-8.3
115 7.5-8.0
1000-1800
1500-1850
1300-1725
0-2.5
0.5-5.0
0-2
0.3.5
0.0-2.5
4-8
0-2.5
7.7-9.1 64-79
5.1-7.1 48-63
8.9-10.0 74-86
8.2-9.6 72-81
10.6-12.7 89-96
254 21
271 59
244 12
247
33
10.6-12.1 89-108 253 8.5
9.1-10.0 94-109 335 14
94
131
89
104
83
10
82
a/ This station sampled during the period November 30-December 4, 1971. £
b_/ Flows recorded during the period December 6,7, and 13-15. The average flows recorded at the time of sampling was
22 cfs.
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TABLE 6
RESULTS OF BACTERIOLOGICAL ANALYSES AT SELECTED STATIONS
CACHE LA POUDRE AND SOUTH PLATTE RIVERS
December 6, 7. and 13-15. 1971
Map
No.
Total Coliform
MF Count/100 ml
Station Description
Maximum Log Mean Minimum
Fecal Coliform
MF Count/100 ml
Maximum Log Mean Minimum
Fecal Streptococci
MF Count/100 ml
Maximum Log Mean Minimum
South Platte River at
Colorado 37 Bridge north
of Kersey at USGS gage
(RM 246.5)
Cache la Poudre River just
upstream of mouth, at
Davis Ranch (RM 249.0/0.5)
South Platte River at .
highway bridge 1 mile
upstream from mouth of
Cache la Poudre River
(RM 250.6)
Cache la Poudre River
downstream from Greeley
wastewater treatment
plant at highway bridge
(RM 249.0/5.2)
Cache la Poudre River at
6th Ave. bridge in Greeley
(RM 249.0/6.3)
Eaton Draw at mouth
(RM 249.0/6.9/0.1)
Cache la Poudre River
upstream of the mouth
of Eaton Draw
(RM 249.0/7.0)
1,000,000 > 160,000 59,000
1,500,000 > 180,000 50,000
960,000 140,000 48,000
1,400,000 47,000 4,900
3,700 1,900
660
3,800 1,800 1,100
72,000 15,000 4,400
1,000,000 19,000 4,800
36,000
650
720
690
4,300
150,000 3,400
220
500
150
890
200
120
360
50
520,000 95,000 12,000
1,400,POO 420,000 260,000
33,000 11,000 4,800
1,500,000 19,000 2,600
3,900 1,900 1,100
18,000 6,800 2,900
2,600 1,500
600
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26
Severe pollution conditions continued to exist near the mouth as a
result of the discharge from the Great Western mill (total BOD load from
the Greeley plant and Great Western mill was about 35,000 Ib per day.
The density (log mean) of fecal coliforms had increased to 19,000/100 ml.
The river was murky and covered with slimes, primarily Sphaerotilus. The
BOD ranged from 30-135 mg/1. The DO concentrations varied from 48 to 63
percent of saturation, but were above the applicable criterion (3.0 mg/1).
Comparison of water quality conditions upstream and downstream from
the Cache la Poudre River confluence showed that the Cache la Poudre
inflow degraded the South Platte River. Bacterial contamination from
fecal coliforms increased nearly four times. Dense growths of Sphaerotilus
developed. Sludgeworms increased in numbers and replaced pollution-
sensitive insects in the South Platte River downstream from the Cache la
Poudre River confluence.
In summary, the Cache la Poudre River upstream of Eaton Draw was
moderately degraded due to residual wastes from upstream discharges,
irrigation drainage, and agricultural activities. The degraded condition
was sustained at RM 6.3 by the inflow from Eaton Draw. Downstream from
the Greeley wastewater treatment plant, the Cache la Poudre River was
severely polluted. At RM 0.5, this condition was sustained because of
the waste discharges from the Great Western mill. The effects of this
pollution were evident in the South Platte River.
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27
VII. WATER QUALITY IMPROVEMENT MEASURES
Low-flow conditions were examined for the Cache la Poudre River at
the gaging station (RM 2.9) east of Greeley, Colorado, for the period
1951-70. Based on these records, the 7-day, 10-year low flow is 6 cfs.
The records show that in 18 of 20 years, the 7-day low flow occurred
from May to September. Flows at this station are affected by diversion
just upstream (RM 4.6). The low-flow data from the gaging station and
the flow records of the diversion were examined for the same 7-day periods
and were used to determine flow at a point just downstream from the waste-
water treatment plant (RM 5.2). The low flow for this station, with this
method, was about 30 cfs, of which approximately 11 cfs was Greeley
wastewater. In the past 20 years, the flows to the diversion ditch have
averaged 29 to 49 cfs during the irrigation season (late April to early
October) with no diversions on some days and up to 67 cfs diverted on others,
In addition, low-flow conditions were examined for the period of
*
October 7 to January 31 at the gaging station. The 7-day, 10-year low
flow was found to be about 12 cfs. From 20 years of record, it was found
that the 7-day, low-flow period occurred 17 times in October. Flows at
the gaging station contain the effluent from the Great Western mill at
Greeley (about 10 cfs). Thus, the flows at RM 5.2 were estimated by
adding the diversion flows, if any, to the gaging station flows and then
subtracting the Great Western flows. Under these circumstances the low
flow at RM 5.2 (10 percent of the time) was about 30 cfs.
* The sugar-beet processing season (campaign) generally commences the first
part of October and ends sometime in January.
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28
Waste treatment requirements were calculated on both low-flow
conditions observed during October to February and on the maintenance
of a stream DO concentration of not less than 3.0 tag/1. In order to
maintain this concentration it will be necessary that:
1) the Great Western sugar-beet processing mill install treatment
in order to obtain an effluent containing not more than 0.5 Ib
each of BOD and suspended solids per ton of sliced beets (a
maximum load of 1,165 Ib per day of each based on 1971-72
campaign figures);
2) the effluent from the Greeley wastewater treatment plant
contain not more than 25 mg/1 each of BOD and suspended
solids (maximum allowable discharge 1700 Ib per day at
design flow); and
3) the flows in the Cache la Poudre upstream of the Greeley
wastewater treatment plant be maintained at not less than 15 cfs.
Additional treatment facilities, as stated previously, will be con-
structed at a site about five miles east of Greeley. It has been reported
that this system will produce an effluent containing a BOD of 20 mg/1 or
less and that the effluent will be used for irrigation or discharged to
a dry wash which empties into the South Platte River. The new facility
is scheduled to be in operation by early 1973. It will reduce the waste
loads to the present treatment plant by more than 50 percent. This
should allow this plant to meet the effluent limits of 25 mg/1 each of
BOD and suspended solids.
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29
REFERENCES
1. Water Pollution Control Commission, Colorado Department of Health,
Water Quality Standards and Stream Classifications, 1971.
2. U. S. Department of the Interior, Federal Water Pollution Control
Administration, Proceedings, Conference in the Matter of Pollution
of the South Platte River Basin in the State of Colorado, Second
Session, Denver, Colorado, Reconvened November 10, 1966.
3.. Criteria Used in the Review of Wastewater Treatment Facilities,
Colorado Department of Health, Denver, Colorado.
*
4. PR-8, The Beet Sugar Industry - The Water Pollution Problem and
Status of Waste Abatement and Treatment, U. S. Department of the
Interior, Federal Water Pollution Control Administration, South
Platte River Basin Project, Denver, Colorado, June 1967.
5. U. S. Department of the Interior, Federal Water Pollution Control
Administration, South Platte River Basin Project, Water Quality,
Middle Basin Tributary Streams, South Platte River Basin, Summer
1965. PR-7, Denver, Colorado, December 1967.
6. U. S. Department of Health, Education, and Welfare, Federal Water
Pollution Control Administration, Report to the Second Session of
the Conference in the Matter of Pollution of the South Platte River
Basin, South Platte River Basin Project, April 27, 1966.
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APPENDIX A
COLORADO WATER QUALITY STANDARDS
-------
A-l
COLORADO WATER QUALITY STANDARDS
Waters of the State, the quality of which exceeds the limits set in these
standards, will be maintained at existing quality unless and until it can
be demonstrated to the State that a change in quality is justified to
provide necessary economic or social development. In that case, the best
practicable degree of waste treatment to protect the current classifi-
cation of such waters will be required. The appropriate Federal authority
will be provided with information, from time to time, required to discharge
his responsibilities under the Federal Water Pollution Control Act, as
amended. (Adopted October 13, 1970.)
I. BASIC STANDARDS APPLICABLE TO ALL WATERS OF THE STATE;
A. All wastes capable of treatment or control prior to discharge
into any waters of the State, shall receive secondary treatment
with disinfection or its industrial waste equivalent, as deter-
mined by the State Water Pollution Control Commission. Lesser
degrees of treatment or control may be permitted only where it
can be demonstrated that the standards applicable to the classi-
fied use of the water can be attained. Greater degrees of
treatment or control will be required where it can be demonstrated
that it is necessary to comply with the standards applicable to
the classified use of the water.
B. Free from substances attributable to municipal, domestic, or
industrial wastes, or other controllable sources that will
either settle to form unsightly, putrescent, or odorous bottom
deposits, or will interfere with the classified use of the water.
C. Free from unsightly floating debris, oil, grease, scum, and
other floating material attributable to municipal, domestic, or
industrial wastes, or other controllable sources.
D. Free from materials attributable to municipal, domestic or
industrial wastes, or other controllable sources that will produce
objectionable odor, color, taste, or turbidity in the water, or
objectionable aquatic life which may result in eutrophication or
other conditions that interfere with the classified use of the .
water.
E. Free from high temperatures, biocides, toxic, or other deleterious
substances attributable to municipal, domestic, or industrial
wastes, or other controllable sources in levels, concentrations,
or combinations sufficient to be harmful to human or animal life.
-------
A-2
F. Radioactive materials attributable to municipal, industrial, or
other controllable sources will be minimum concentrations that
are physically and economically feasible to achieve. In no
case shall such materials in the stream exceed the limits estab-
lished in the current edition of the U. S. Public Health Service
Drinking Water Standards or the limits approved by the Federal
Radiation Council, or, in the absence of any limits specified
by the U. S. Public Health Service or the Federal Radiation
Council, 1/30 of the 168-hour-week values for other radioactive
substances specified in the National Bureau of Standards Hand-
book 69.
II. SPECIFIC STANDARDS ESTABLISHED BY THE STATE OF COLORADO;
Class B-2 - The following standards shall apply to waters classified
for fish and wildlife (Warm Water Fishery):
a. Bacteria; Wastes or substances from controllable sources
shall not be discharged into these waters in amounts which
will cause the number of organisms of the fecal coliform
group, as determined by either multiple tube fermentation or
membrane filter techniques, to exceed a log mean of 1000 per
100 milliliters or exceed 2000 per 100 milliliters in more
than 10 percent of the samples collected in any 30-day period.
b. Dissolved Oxygen; In warm water fisheries, dissolved oxygen
content shall in no case go below 5 milligrams per liter.
c. pH; The pH shall be maintained between 6.5 and 8.5. No
controllable pH change will be permitted which will inter-
fere with fish and aquatic life.
d. Turbidity; No turbidity shall exist in concentrations that
will impair natural and developed fisheries.
e. Temperature; In warm water fisheries the temperatures shall
not exceed 90°F. No controllable temperature change will be
permitted which will interfere with spawning and other aspects
of fish life.
Limits on temperature change have not been established due
to lack of historical temperature data and lack of conclusive
temperature change criteria for the aquatic biota of waters
of the state.
An abrupt change in temperature must be avoided and the
normal pattern of diurnal and seasonal changes must be
preserved. The maximum allowable temperature increase due
to waste discharges in streams will be 5°F.
-------
A-3
f. Toxic Material: Free from biocides, toxic, or other deleter-
ious substances attributable to municipal, domestic, or
industrial wastes, or other controllable sources in levels,
concentrations, or combinations sufficient to be harmful to
aquatic life.
g. Other Material; Free from materials attributable to munici-
pal, domestic, or industrial wastes, or other controllable
sources that will produce off-flavor in the flesh of fish.
Class C - The following standards shall apply to waters classified
for industrial uses:
a. Dissolved Oxygen; Dissolved oxygen content shall not go
below 3 milligrams per liter.
b. pH; The pH shall be maintained between 5.0 and 9.0.
c. Turbidity; No turbidity shall exist in concentrations that
will interfere with established levels of treatment.
d. Temperature; The temperature shall not exceed 90°F.
Class D-l - The following standards shall apply to waters classified
for irrigation:
a. Total Dissolved Solids (Salt) Concentration; A time-weighted
monthly mean at a monitoring station which exceeds the time-
weighted monthly mean for a base period established by the
Commission by more than two standard deviations shall be
subject to review by the Commission.
b. Sodium Adsorption Ratio; A time-weighted monthly mean at a
monitoring station which exceeds the time-weighted monthly
mean for a base period established by the Commission by more
than two standard deviations shall be subject to review by
the Commission.
c. Toxic Material; Free from biocides, toxic, or other dele-
terious substances attributable to municipal, domestic,
industrial wastes, or other controllable sources in concen-
trations or combinations which are harmful to crop life.
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APPENDIX B
WATER QUALITY OBJECTIVES RECOMMENDED TO THE CONFERENCE
AS A RESULT OF
STUDIES CONDUCTED BY THE SOUTH PLATTE RIVER BASIN PROJECT
-------
B-l
WATER QUALITY OBJECTIVES RECOMMENDED TO THE CONFERENCE
AS A RESULT OF
STUDIES CONDUCTED BY THE SOUTH PLATTE RIVER BASIN PROJECT
1. In the main stem of the South Platte River from just downstream from
the discharge from the Great Western Sugar Company mill in Brighton,
Colorado, to the Colorado-Nebraska state line, and in the Cache la
Poudre River from Windsor, Colorado, to its confluence with the South
Platte River:
a. Dissolved oxygen (DO) content be maintained at not less than
A mg/1.
b. The 5-day 20°C BOD level not be allowed to exceed 15 mg/1.
c. The total and fecal coliform levels not be allowed to exceed
5,000 and 1,000 bacteria per 100 ml, respectively.
2. The sugar beet industry provide treatment of wastes so that the
total 5-day BOD load discharged any given day in the total effluents
entering basin streams or waterways shall not exceed the given value.
Residual wastes may be discharged over an extended period of the year
if necessary. The limit set for the Greeley plant was 1,100 pounds
of BOD per day.
3. There be no settleable solids contained in the total effluents and
that suspended solids loads in these effluents not exceed the
, numerical levels prescribed above for the 5-day BOD.
4. Disinfection be provided for each waste discharge so that the receiv-
ing stream or waterway directly below each mill shall not show an
increase of more than 5,000 total coliform bacteria per 100 ml and
1,000 fecal coliform per 100 ml over the corresponding densities
upstream of the mill discharge.
5. Dissolved oxygen in the treated waste effluent shall not be less than
2 mg/1 at any time to insure minimum dissolved oxygen concentrations
of A mg/1 in the receiving streams or waterways.
6. There be absence of grease, oil, floating solids, slime or sludge
banks in the receiving streams or waterways as the result of waste
discharges from the sugar beet mill.
7. There be no disagreeable odors or other nuisances in the areas outside
of and immediately adjacent to the plant sites.
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B-2
8. The waste abatement measures given above for the sugar beet industry
in the South Platte River Basin shall be completed by September 30,
1968, to provide full capacity for total plant wastes in the 1968-69
campaign and all subsequent campaigns.
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