U.S. ENVIRONMENTAL PROTECTION AGENCY
           NATIONAL EUTROPHICATION SURVEY
                    WORKING PAPER SERIES
                                         REPORT
                                           ON
                                       SUTTLELAKE
                                     JEFFERSON COUNTY
                                         OREGON
                                       EPA REGION X
                                   WORKING PAPER No, 833
 CORVALLIS ENVIRONMENTAL RESEARCH LABORATORY - CORVALLIS, OREGON
                             and
ENVIRONMENTAL MONITORING & SUPPORT LABORATORY - LAS VEGAS, NEVADA

-------
                                      REPORT
                                        ON
                                   SUTTlf LAKE
                                 JEFFERSON COUNTY
                                      OREGON
                                   EPA REGION X
                              WORKING PAPER No, 82
          WITH THE COOPERATION OF THE
OREGON DEPARTMENT OF ENVIRONMENTAL REGULATION
                   AND THE
            OREGON NATIONAL GUARD
                JANUARY, 1978

-------
                                  i

                               CONTENTS
                                                         Page
  Foreword                                     '           ii
  List of Oregon Lakes  and Reservoirs                      iv
  Lake or Reservoir Drainage Area  Map                       v
  Sections
  I.   Conclusions                                          1
 II.   Drainage Basin Characteristics                       3
III.   Water Quality Summary                               4
 IV.   Nutrient Loadings                                   8
  V.   Literature Reviewed                                12
 VI.   Appendices                                         13

-------
                                 11
                          FOREWORD
    The National Eutrophication Survey was initiated in 1972 in
 response to an Administration commitment to investigate the nation-
 wide threat of accelerated eutrophication to freshwater lakes and
 reservoirs.

 OBJECTIVES

    The Survey was designed to develop, in conjunction with state
 environmental agencies, information on nutrient sources, concentrations,
 and impact on selected freshwater lakes as a basis for formulating
 comprehensive and coordinated national, regional, and state management
 practices relating to point-source discharge reduction and non-point
 source pollution abatement in lake watersheds.

 ANALYTIC APPROACH

    The mathematical and statistical procedures selected for the
 Survey's eutrophication analysis are based on related concepts that:

        a.  A generalized representation or model relating
    sources, concentrations, and impacts can be constructed.

        b.  By applying measurements of relevant parameters
    associated with lake degradation,  the generalized model
    can be transformed into an operational  representation of
    a lake, its drainage basin, and related nutrients.

        c.  With such a transformation,.an assessment of the
    potential for eutrophication control  can be made.

 LAKE ANALYSIS

    In this report, the first stage of evaluation of lake and water-
shed data collected from the study lake and its drainage basin is
documented.   The report is formatted to provide state environmental
agencies with specific information for basin planning [§303(e)], water
quality criteria/standards review [§303(c}],  clean lakes [§314(a,b)],
and water quality monitoring [§106 and §305(b)] activities mandated
by the Federal  Water Pollution Control  Act  Amendments of 1972.

-------
     Beyond the single lake analysis, broader based correlations
between nutrient concentrations (and loading) and trophic condi-
tion are being made to advance the rationale and data base for
refinement of nutrient water quality criteria for the Nation's
fresh water lakes.  Likewise, multivariate evaluations for the
relationships between land use, nutrient export, and trophic
condition, by lake class or use, are being developed to assist
in the formulation of planning guidelines and policies by EPA
and to augment plans implementation by the states.

ACKNQWLEPMENT

     The staff of the National Eutrophication Survey (Office of
Research & Development, U. S. Environmental Protection Agency)
expresses sincere appreciation to the Oregon Department of Environ-
mental Quality for the professional involvement and to the Oregon
National Guard for conducting the tributary sampling phase of the
the Survey.

     William H. Young, Department Director, and Harold L. Sawyer,
Administrator, and the staff of the Water Quality Control Division
provided invaluable lake documentation and counsel  during the
Survey, reviewed the preliminary reports, and provided critiques
most useful in the preparation of this Working Paper series.

     Brigadier General Richard A. Miller, the Adjutant General
of Oregon, and Project Officer Lt. Colonel John Mewha, who
directed the volunteer efforts of the Oregon National Guardsmen,
are also gratefully acknowledged for their assistance to the
Survey.

-------
                                1v
                    NATIONAL EUTROPHICATION SURVEY
                     STUDY LAKES and RESERVOIRS
                           STATE OF OREGON

NAME                                         COUNTY
Brownlee                                     Baker,  OR;  Washington,  ID
Diamond                                      Douglas
Hells Canyon                                 Baker,  Wallowa,  OR;  Adams,
                                              Idaho, ID
Hills Creek                                  Lane
Owyhee                                       Malhuer
Oxbow                                        Baker,  OR;  Adams,  ID
Suttle                                       Jefferson
Waldo                                        Lane

-------
\
  Ti

 (
                                                          BUTTLE Z./4/CE*44'25'—
     Ore.
                                                         Map Location
                                SUTTLE  LAKE

                             Tributary Sampling Site
                            X Lake Sampling Site
                            is Drainage Area Boundary
                                            3
                                       Scale
  5 Km,
TMI.
     121° 50'
                                                      121°45'
                44°20'	

-------
                               SUTTLE LAKE
                             STORE! NO. 4107
I.  CONCLUSIONS
    A.  Trophic Condition:
            Survey data indicate that Suttle Lake is meso-eutrophic.   It
        ranked third in overall  trophic quality when the eight Oregon
        lakes and reservoirs sampled in 1975 were compared using a
        combination of six parameters*.  Two of the water bodies had
        less median total  phosphorus, two had less median dissolved
        orthophosphorus, none had less and two had the same median
        inorganic nitrogen,  four had less mean chlorophyll  a_,  and
        two had greater mean Secchi disc transparency.   Significant
        depression of dissolved oxygen with depth did not occur at
        any sampling time.
    B.  Rate-Limiting Nutrient:
            The results of the algal assay indicate that nitrogen was
        the limiting nutrient when the assay sample was taken  (03/28/75).
            The lake data indicate nitrogen limitation all  three sam-
        pling times.
    C.  Nutrient Controllability:
            1.  Point sources—No known municipal or industrial  point
        sources impacted Suttle Lake during the sampling year.   It is
        estimated that septic tanks serving lakeshore dwellings and
        campgrounds contributed 0.5% of the total phosphorus load
* See Appendix A.

-------
                             2
during the sampling year, but a shoreline survey would be
necessary to determine the significance of those sources.
    The present loading of 1.70 g/m2/yr is greater than
that proposed by Vollenweider (Vollenweider and Dillon, 1974)
as a eutrophic load (see page 11).   Because of this,  all  phos-
phorus inputs to the drainage area  of Suttle Lake should  be
reduced as much as possible to slow the aging of the  lake.
    2.  Non-point sources~Non-point sources, including di-
rect precipitation, contributed 99.5% of the total  phosphorus
load to Suttle Lake during the sampling year.  The Blue Lake
outlet stream  added 81.9% of the total, and the ungaged
tributaries added an estimated 16.5%.
    The non-point phosphorus export rate of the Blue  Lake
outlet stream was 32 kg/km2/yr (see page 10).

-------
II.   LAKE AND DRAINAGE BASIN CHARACTERISTICS1"
     A.   Morphometry  :
         1.   Surface area:   1.09  kilometers2.
         2.   Mean depth:   9.9 meters.
         3.   Maximum depth:   21.0 meters.
         4.   Volume:   10.791  x 106  m3.
         5.   Mean hydraulic  retention  time:  87 days.
     B.   Tributary and Outlet:
         (See Appendix C  for flow data)
         1.   Tributaries  -
                                              Drainage       Mean flow
             Name                             area  (km2)*    (m3/sec)*
             Blue Lake outlet                     46.9        1.350
             Minor tributaries &
              immediate drainage  -                   9.5        0.097^
                         Totals                    56.4        1.447
         2.   Outlet -
             Lake Creek                           57.5**      1.440
     C.   Precipitation***:
         1.   Year of sampling:  30.9 centimeters.
         2.   Mean annual:  30.8 centimeters.
 t Table  of metric  equivalents—Appendix B.
 tt Newcomb,  1941.
 * For  limits of accuracy, see Working Paper No. 175, "... Survey Methods,
   1973-1976".
 ** Includes  area of  lake.
 *** See  Working Paper No. 175.

-------
                                       4
III.  WATER QUALITY SUMMARY
      Stittle Lake was sampled three times during the open-water season
  of 1974 by means of a pontoon-equipped Huey helicopter.   Each time,
  samples for physical and chemical parameters were collected from a
  number of depths at one station on the lake (see map,  page v).   Dur-
  ing each visit, a single depth-Integrated (4.6 m to surface) sample
  was collected for phytoplankton identification and enumeration;  and
  a similar sample was collected for chlorophyll  a^ analysis.  During the
  first visit, a single 18.9-liter depth-Integrated sample was taken
  for algal  assays.  The maximum depth sampled was 18.9  meters.
      The sampling results are presented in full  in Appendix D and are
  summarized in the following table.

-------
OARAMETER

TEMP (C)

DISS OXY (MG/L)

CNDCTVY (MC^OMO)

PH (STAND UNITS)

TOT ALK (MG/L)

TOT P  (MG/L)

ORTHO P (MG/L)

N02»N03 (MG/L)

AMMONIA (MG/L)

KJEL N (MG/L)

INORG N (MG/L)

TOTAL N (MG/L)

CHLRPYL A (Ufi/L)

iECCHI (METERS)
       A. SUMMARY OF PHYSICAL AND


       1ST SAMPLING (  3/28/75)

             1 SITES

     RANGE        MEAM   r-'EDlAN

  2.7  -   3.5     3.4     3.b

 11.4  -  ll.fi    11.7    11.7

  50.  -   52.     50.     bO.

  7.5  -   7.6     7.S     7.5

  26.  -   30.     28.     27.

0.021  - 0.098   0.035   0.023

0.014  - 0.028   0.021   0.021

0.020  - 0.020   0.020   0.020

0.020  - 0.030   0.02?   0.020

0.200  - 0.300   0.217   0.200

O.u<*0  - 0.050   U.O-+.'1   0.040

0.230  - 0.320   0.237   0.220

  1.2  -   1.2     1.2     1.2
CHEMICAL CHARACTERISTICS FOR SUTTLE LAKE
 STCRET COOE 4107

           2ND SAMPLING ( 7/16/75)

                 1 SITES

         RANGE        MEAN   MEDIAN

     11.1  -  16.8    14.7    16.6
8.2
37.
7.3
25.
0.021
0.007
0.020
0.030
0.200
0.050
0.230
24.9
1.8
- 10.0
47.
9.2
28.
- 0.100
- 0.041
- 0.030
- 0.040
- 0.600
- 0.060
- 0.620
- 24.9
1.8
9.5
42.
8.5
26.
0.042
0.019
0.022
0.034
0.480
0.056
0.502
24.9
1.8
10.0
44.
9.1
26.
0.031
0.014
0.020
0.030
0.500
0.060
0.520
24.9
1.8
       3RD SAMPLING  (10/31/75)

             1 SITES

     RANGE        MEAN   MEDIAN

  9.7  -  10.2    10.0     10.1

  8.8  -   9.0     8.8      8. a

  46.  -   57.     49.      47.

  7.3  -   7.4     7.3      7.3

  36.  -   38.     37.      38.

0.046  - 0.111   0.063   0.048

0.013  - 0.025   0.016   0.014

0.020  - 0.020   0.020   0.020

0.020  - 0.020   0.020   0.020

0.200  - 0.200   0.200   0.200

0.040  - 0.040   0.040   0.040

0.220  - 0.220   0.220   0.220

  1.4  -   1.4     1.4      1.4

  3.7  -   3.7     3.7      3.7

-------
B.  Biological characteristics:

    1.  Phytoplankton -
Sampling
Date
03/28/75



07/16/75


10/31/75




Dominant
Genera
1.
2.
3.

1.
2.

1.
2.
3.
4.
5.

Melosira sp.
Dactylococcopsis sp.
Synedra sp.
Total
Anabaena sp.
AsterioneTTa sp.
Total
Stephanodiscus sp.
Fragilaria sp.
Chroomonas T?) sp.
Cryptqmonas sp_.
Asterionella sp.
Other genera
Algal Units
per ml
1,374
153
	 38
1,565
1,263
90
1,353
637
495
283
106
35
142
    2.  Chlorophyll a_ -
                                          Total
C.  Limiting Nutrient Study:

    1.   Autoclaved, filtered,  and nutrient spiked -
                                      1,698
Sampling
Date
03/28/75
07/1 6/75
10/31/75
Station
Number
1
1
1
Chlorophyll a
(yg/D
1.2
24.9
1.4
        Spike (mg/1)

        Control
        0.050 P
        0.050 P  + 1.0 N
        1.0 N
Ortho P
Cone, (mg/1)

   0.018
   0.068
   0.068
   0.018
Inorganic N
Cone, (mg/1)

   0.012
   0.012
   1.012
   1.012
Maximum yield
(mg/l-dry wt.)

    0.4
    0.4
   17.8
    5.8

-------
                             7
2.  Discussion -
        The control yield of the assay alga,  Selenastrum capri-
    cornutum, indicates that the potential  primary productivity
    of Suttle Lake was moderate at the time the sample was
    taken (03/28/75).   The addition of nitrogen alone produced
    a significant increase in yield, but no such increase
    occurred with the addition of only phosphorus.  Therefore,
    limitation by nitrogen is indicated.
        The lake data indicate nitrogen limitation all  three
    sampling times; i.e., the mean inorganic  nitrogen to
    orthophosphorus ratios were 2 to 1 in March, 3 to 1  in
    July, and 3 to 1 in October.

-------
                                      8
IV.   NUTRIENT LOADINGS
     (See Appendix E for data)
     For the determination of nutrient loadings,  the Oregon National
 Guard collected monthly near-surface grab samples from each of the
 tributary sites indicated on the map (page v).   Sampling was begun
 in October, 1974, and was completed in September, 1975.
     Through an interagency agreement, stream flow estimates for the
 year of sampling and a "normalized" or average year were provided by
 the Oregon District Office of the U.S. Geological Survey for the
 tributary sites nearest the lake.
     In this report, nutrient loads for sampled tributaries were
 determined by using a modification of a U.S.  Geological  Survey com-
 puter program for calculating stream loadings*.   Nutrient loads for
 unsampled "minor tributaries and immediate drainage" ("ZZ" of U.S.G.S.)
 were estimated using the nutrient loads at station B-l,  in kg/km2/year,
 and multiplying by the ZZ area in km2.
     No known wastewater treatment plants impacted Suttle Lake during
 the sampling year.
   See  Working  Paper  No.  175.

-------
    A.  Waste Sources:
        1.  Known municipal  - None
        2.  Known industrial  - None
    B.  Annual Total Phosphorus Loading - Average Year:
        1.  Inputs -
                                              kg P/          % of
            Source                            ^r	          total
            a.  Tributaries  (non-point load) -
                Blue Lake outlet              1,520           81.9
            b.  Minor tributaries & immediate
                 drainage (non-point load) -    305           16.5
            c.  Known municipal STP's - None
            d.  Septic tanks* -                  10            0.5
            e.  Known industrial - None
            f.  Direct precipitation** -      	20            1.1
                        Total                 1,855          100.0
        2.  Outputs -
            Lake outlet - Lake Creek          1,355
        3.  Net annual P accumulation - 500 kg.
* Estimate based on six lakeshore dwellings and four campgrounds; see
  Working Paper No. 175.
** See Working Paper No. 175.

-------
                                     10
    C.  Annual Total Nitrogen Loading - Average Year:
        1.  Inputs -
                                              kg N/          % of
            Source                            yr             total
            a.  Tributaries (non-point load) -
                Blue Lake outlet              14,670          76.6
            b.  Minor tributaries & immediate
                 drainage (non-point load) -   2,975          15.5
            c.  Known municipal STP's - None
            d.  Septic tanks* -                  345           1.8
            e.  Known industrial - None
            f.  Direct precipitation** -       1,175           6.1
                        Total                  19,165         100.0
        2.  Outputs -
            Lake outlet - Lake Creek          29,445
        3.  Net annual  N loss - 10,280 kg.
    D.  Non-point Nutrient Export by Subdrainage Area:
        Tributary                 kg P/km2/yr     kg N/km2/yr
        Blue Lake outlet                32               313
* Estimate based on six lakeshore dwellings and four campgrounds; see
  Working Paper No. 175.
** See Working Paper No.  175.

-------
                                     11
    E.  Yearly Loads:
            In the following table, the existing phosphorus loadings
        are compared to those proposed by Vollenweider (Vollenweider
        and Dillon, 1974).  Essentially, his "dangerous" loading is
        one at which the receiving water would become eutrophic or
        remain eutrophic; his "permissible" loading is that which
        would result in the receiving water remaining oligotrophic
        or becoming oligotrophic if morphometry permitted.   A meso-
        trophic loading would be considered one between "dangerous"
        and "permissible".
            Note that Vollenweider's model  may not be applicable to
        water bodies with short hydraulic retention times.
                                  Total  Phosphorus       Total Nitrogen
        	Total   Accumulated    Total   Accumulated
        grams/m2/yr              1.70     0.46          17.6      loss*
        Vollenweider phosphorus loadings
         (g/m2/yr) based on mean depth and mean
         hydraulic retention time of Suttle Lake:
            "Dangerous"  (eutrophic loading)           1.24
            "Permissible"  (oligotrophic loading)      0.62
* There was an apparent loss of nitrogen during the sampling year.   This
  may have been due to nitrogen fixation in the lake,  solubilization of
  previously sedimented nitrogen, recharge with nitrogen-rich ground water,
  unsampled point sources discharging directly to the  lake,  or (probably)
  insufficient outlet sampling in relation to the relatively short  hydraulic
  retention time of the lake.   Whatever the cause,  a similar nitrogen loss
  has occurred at Shagawa Lake, Minnesota, which has been intensively studied
  by EPA's former National Eutrophication and Lake Restoration Branch (Malueg
  et al., 1975).

-------
                                     12

V.  LITERATURE REVIEWED

    Malueg, Kenneth W., D. Phillips Larsen, Donald W. Schults, and
        Howard T. Mercier; 1975.  A six-year water, phosphorus, and
        nitrogen budget for Shagawa Lake, Minnesota.  Jour. Environ.
        Qual., vol. 4, no. 2, pp. 236-242.

    Newcombe, Hugh R., 1941.  A biological investigation of forty
        lakes of the upper Deschutes River watershed in Oregon.
        Lake Survey Rept. No. 1.  OR Game Comm., Portland.

    Vollenweider, R. A., and P. J. Dillon, 1974.  The application of
        the phosphorus loading concept to eutrophication research.
        Natl. Res. Council of Canada Publ. No. 13690, Canada Centre
        for Inland Waters, Burlington, Ontario.

-------
Y:L  APPENDICES
                                  13
                                   APPENDIX A
                                  LAKE RANKINGS

-------
LAKE DATA TO BE USED IN RANKINGS
LAKE
CODE  LAKE NAME
4101  BROWNLEE RESERVOIR
4102  DIAMOND LAKE
4103  HELLS CANYON RESERVOIR
4104  HILLS CREEK RESERVOIR
4105  OWYHEE
4106  OXBOW RESERVOIR
4107  SUTTLE LAKE
4108  WALDO LAKE
MEDIAN
TOTAL P
0.079
0.028
0.068
0.038
0.095
0.071
0.031
0.005
MEDIAN
INORG N
0.560
0.040
0.640
0.060
0.425
0.690
0.040
0.040
500-
MEAN SEC
428.133
294.500
429.111
435.200
480.417
425.555
95.000
-100.000
MEAN
CHLOHA
16.207
7.300
18.722
2.333
3.350
10.311
9.167
0.350
15-
MIN DO
14.500
6.800
12.400
7.400
13.200
12.200
6.800
6.600
MEDI,
DISS ORTI
0.043
0.011
0.045
0.027
0.064
0.040
0.020
0.006

-------
PERCENT OF LAKES WITH HIGHER vALuts (NUMBER OF LAKES WITH HIGHER VALUES)

LAKE
CODE  LAKE NAME

4101  BROWNLEE RESERVOIR

4102  DIAMOND LAKE

4103  HELLS CANYON RESERVOIR

4104  HILLS CREEK RESERVOIR

4105  OWYHEE

4106  OXflOW RESERVOIR

4107  SUTTLE LAKE

4108  WALDO LAKE
MEDIAN
TOTAL
14 (
86 <
43 (
57 (
0 <
29 (
71 (
100 <
P
1)
6)
3)
4)
0)
2>
5)
7)
MEDIAN
INORG
29 (
93 (
14 (
57 (
43 (
0 (
71 (
93 (
N
2)
6)
1)
4)
3)
0)
5)
6)
500-
MEAN
MEAN SEC
43 (
71 (
29 (
14 (
0 (
57 (
86 (
100 (
3)
5)
2)
1)
0)
4)
6)
7)
CHLORA
14 (
57 (
0 (
86 (
71 (
29 (
43 (
100 (
1)
4)
0)
6)
5).
2)
3)
7)
15-
MEDIAN
MIN DO
0 (
86 (
29 (
57 (
14 (
43 (
86 <
86 (
0)
5)
2)
4)
1)
3)
5)
5)
DISS ORTHO P
29 (
86 (
14 {
57 (
0 (
43 (
71 (
100 (
2)
6)
1)
4)
0)
3)
5)
7)
INDE
NO
129
479
129
328
128
201
426
579

-------
LAKES RANKED BY INDEX NOS.
RANK'  LAKE CODE  LAKE NAME               INDEX NO
   1  4108       WALDO LAKE                 579
   2  4102       DIAMOND LAKE               479
   3  4107       SUTTLE LAKE                428
   4  4104       HILLS CREEK RESERVOIR      328
   5  4106       OXtiOW RESERVOIR            201
   6  4101       BROWNLEE RESERVOIR         129
   7  4103       HELLS CANYON RESERVOIR     129
   8  4105       OWYHEE                     123

-------
     APPENDIX B





CONVERSION FACTORS

-------
                CONVERSION FACTORS

hectares x 2.471 * acres
 Kilometers x 0.6214 = miles
 Steters x 3.281 * feet
                          _g
 
-------
    APPENDIX C
TRIBUTARY FLOW DATA

-------
                                             FLO* JNF'JNMATION FOR OREGON
                                                                            08/11/76
LA«E COOE.
     SUTTLE LAKE
4107A1
4107B1
4107ZZ
     TOTAL UPAIMAGE AREA OF LAKE(SO KM)
 1.70
 1.59
0.097
                                            57.5
                                                                NORMALIZED FLOWS(CMS)
TRIBUTARY  AOfA(S!J KM)
57.5
46.9
10.6
 1.6e
 1.56
0.09?
 1.50
 1.39
0.097
 1. 7«
 1 .t>4
O.OV7
 2.27
 2.10
0.097
  JUN

 1.90
 1.76
0.097
  JUL

 1.10
 1.05
0.097
  AUG

 0.90
 0.85
0.097
  SEP

 0.87
 0.82
0.097
  OCT

 0.93
 0.83
0.097
  NOV

 1.16
 1.10
0.097
  DEC

 1.58
 1.47
0.097
 MEAN

 1.44
 1.35
0.097
                        TOTAL DRAINAGE A*LA OF LAKE =
                        SUM OF SUB-DRAINAGE AREAS   =
                                             57.5
                                             57.5
     MEAN MONTHLY FLOWS AND UAILY FLOWS2
2.1*0
1.388
2.832
2.095
1.189
1.104
0.991



17
21





10




17
21







                                                                   SUMMARY
                                                      TOTAL FLOW  IN  =
                                                      TOTAL FLO*  OUT =
                                                                    17.36
                                                                    17.36
                                             FLOW  DAY
                                                                    a.010
                                                                    2.350
                                                                    1.161
                                                                    1.841
                                                                    2.152
                                                       FLOW

-------
        APPENDIX D





PHYSICAL and CHEMICAL DATA

-------
STORET (RETRIEVAL OATf 7*>/08/12

DATE
FROM
TO
75/03/28





75/07/16




75/10/31




DATE
FROM
TO
75/03/28





75/07/16




75/10/31




TIME DEPTH
OF
DAY FEET
11 ?0 0000
11 20 0005
11 20 0015
11 20 0030
11 20 0045
11 ?0 0061
15 30 0000
15 30 0005
15 30 0015
15 30 0035
15 30 0062
10 15 0000
10 15 0005
10 15 0030
10 15 0061

TIME DEPTH
OF
DAY FEET
11 20 0000
11 ?0 0005
11 20 0015
11 20 0030
11 20 0045
11 20 0061
15 30 0000
15 30 0005
15 30 0015
15 30 0035
15 30 0062
10 15 0000
10 15 0005
10 15 0030
10 1^ 0061
0001C
WATER
TF.MP
CtMT
2.7
3.5
3.5
3.5
3.5
3.5
Ib.a
16.8
16.6
12.2
11.1
10. .030
0.020K
0.020K
0.020K
0.020K
0.020K

00671
PHOS-DIS
ORTriO
MG/L P
0.024
0.020
0.021
0.022
0.014
0.028
0.013
0.014
0.007
0.020
0.041
0.013
0.014
0.025
0.014

-------
  APPENDIX E
TRIBUTARY DATA

-------
STORE! RETRIEVAL DATE 76/08/12
  DATE   TIME DEPTH N02&N03
  FROM    OF
   TO    DAY  FEET
10 30
09 45
10 ?5
14 00
14 20
14 45
14 45
14 25
14 15
13 00
13 45
14 10
19 00
12 55
13 30
74/11/22
74/12/14
75/01/04
75/01/17
75/02/0-*
75/02/21
75/03/0^
75/04/14
75/05/18
75/06/18
75/07/20
75/08/09
75/08/10
75/09/13
                                                                  4107A1
                                                                 44  25 35.0  121  43  30.0  4
                                                                 LAKE CREEK
                                                                 41       15  SISTERS
                                                                 0/S'JTTLE LAKE             131091
                                                                 SANTIAM  Hs»Y  B*DG  13.5 Ml  NE OF SISTERS
                                                                 11EPALES              2111204
                                                                  0000 FEET   DEPTH   CLASS  00
10630
I&N03
OTAL
IG/L
0.016
0.008
0.008
0.008
0.008
0.003
0.006
0.005
0.005
0.025
0.020
O.OOb
0.145
0.020
0.020
00625
TOT KJEL
N
MG/L
0.200
0.600
0.200
0.900
0.200
0.600
1.600
0.800
0.350
0.350
0.300
0.600
0.850
0.450
1.600
00610
NH3-N
TOTAL
MG/L
0.025
0.030
0.007
0.010
0.016
0.024
0.056
0.016
0.005*
0.020
0.010
0.015
0.015
0.045
0.015
00671
PHOS-OIS
ORTHO
MG/L P
0.015
0.01S
0.010
0.017
C.008K
0.008
O.OOS
0.008


0.015
0.010
0.015
0.010
0.005K
00665
PHOS-TOT

MG/L P
0.040
0.020
0.040
0.030
0.010
0.020
0.010
0.020
0.010
0.030
0.030
0.040
0.090
0.020
0.040
     K  VALUE KNOWN  TO  BE
     LESS THAN  INDICATED

-------
STORET RETRIEVAL DATE 7b/0d/l<>
                                                                  410761
                                                                 44 25 05.0  121  45  20.0  4
                                                                 BLUE  LAKE OUTLET
                                                                 41      15  THR  FNGKD JAC
                                                                 T/SUTTLE LAKE             130*92
                                                                 SEC «0 BROG 15.5 MI  NE  OF SISTERS
                                                                 11EPALES             2111204
                                                                  0000 FEET   DEPTH  CLASS 00

DATE
FROM
TO
74/10/19
7^/11/22
74/12/14
75/01/04
75/01/17
75/02/09
75/02/21
75/03/09
75/04/14
75/05/18
75/06/18
75/07/20
75/08/10
75/09/13

TIME DEPTH
OF
DAY FEET
09 50

10 00
13 40
14 00
14 30
It 00
14 10
14 30
13 40
13 00
14 30
12 40
13 20
00630
N02&N03
N-TOTAL
MG/L
0.02*
0.016
0.016
0.003
0.008
o.ooa
0.006
0.012
0.005
0.020
0.010
0.005
0.020
0.015
00625
TOT KJEL
N
MG/L
0.175
0.100K
0.100K
0.500
0.300
0.700
0.100
1.000
O.B75
0.050K
0.400
0.075
0.050K
0.500
00610
NH3-N
TOTAL
MG/L
0.175
0.015
0.005
0.020
0.008
0.016
0.012
0.012
0.005K
0.010
0.005
0.020
0.015
0.005K
00671
PHOS-DIS
ORTHO
MG/L P
0.035
0.040
0.040
0.035
0.032
0.016
0.016
0.016
0.020

0.015
0.025
0.030
0.035
00665
PMOS-TOT

MG/L P
0.040
0.040
0.040
0.050
0.032
0.030
0.016
0.020
0.020
0.030
0.022
0.030
0.050
0.050
     K VALUE KNOWN TO BE
     LESS THAN INDICATED

-------