...TABLE OF CONTINTS Executìve Summary List of Fígures List of Tables . I. TNTRODUCTION-..-.. I I....
Transcript of ...TABLE OF CONTINTS Executìve Summary List of Fígures List of Tables . I. TNTRODUCTION-..-.. I I....
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. THE IMPACT OF BANNING PHOSPHATI.COI{TAINING DETERÊENTs
0N THE l,lATEB QUALITY 0F rNLA}iD I,¡ISC0NSIN LAKES
Frepared for The Soap and Detergent Association
Nicho'las L. CJesceri, Ph,t.
Bolton Landing, fi.Y, 128i4
February 1983
by
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TABLE OF CONTINTS
Executìve Summary
List of Fígures
List of Tables .
I. TNTRODUCTION-..-..
I I. BACKGR0UND-------- _-____-3
A. Lake Phylogeny and Cu'ltural Eutrophication--- -------_-__3B. Nutrient Sources------- ------. __--___-5
C. Liml'ti ng Factor Concept-- ----6D. Nutrient Requirements of Aquatic plants---------- -------lE. Phosphorus Dynamics in Lakes----
F. Bioavailabil ity of Phosphorus-------- ---------LzG. Nature of Detergent Phosphate----- ---18
H. Effects of the control of Detergent phosphorus Inputsto Inland Lakes ----ZA
rII. METH0DS------ __--__---__23
A. Establishment of Field Study Sites---- --------23Lake Selection CrÍteria-------- ----------Zj
. Reference Versus Test Lakes-------- ------ZsDescription of Lakes-
Wastewater Treatment Plar¡ts----- ---------35B. Fjeld 0perations------ ------37
I,later Sampl es------- ---37
Field Measurements and Observations------ ---------39
. C. Chemical Analyses Performed on Water Samples------- ----43
D. Laboratory Bioìog'icaì Analyses------ ----------43Nutrient tnrichment Bioassays ---43
Aìgal Identjficatjon and Enumeration------- -------46E. Statistical Anaiysesl -------47
Covariance Analyses for tach Test Lake----- -------47
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TV
Table of Contents (Continued)
Combjned Covariance Analysis for All Test Lakes-----------48
Mul tivarj ate Analysi s/Mul tipìe Comparisons------*---------49
F. Phosphorus Loadings Estìmates----- -----------50
RESULTS-- -,---55
A. Total Phosphorus Concentrations, Chlorophyll a
Concentratjons and Secchi Djsc Depth---- . trtr
Little Bearskjn, Enterprise, Moss, Swan, and Townline-'---55
Teaì, Balsam, Butternut, and Elk------ -----------56
B. Algal Counts and Nutrjent Enrichment B'ioassays --------57
Stat'istical Analysis of Algal Identificatjon and
Enumerat i on Datal -----57
Nutrient Enrjchment Bioassays *----------58
C. Statistical Analyses of Total Phosphorus Concentratìons,
Chlorophyll a Concentrations, and Secchi Djsc Depthsl-----60
Covariance Analys'is for Each Test Lake----- ------60
Combjned Covariance Analysis for All Test lakes-----------62
Mul tivari ate Analysi s/Mul tìp1e Compari sons----- -----------67
D" Phosphorus Load'ings jnto Test Lakes---- ------77
Drscussl0N------ --------,78
A. Phosphorus Loa.ds and the tffects of Detergent Phosphorus on
the Trophic Status of the Test Lakes------'- ----------78
B. [ff ects of Detergent Phosphorus on the Speci f ic l,later Qual i ty
Parameters Total Phosphorus, Chlorophyll a and Secchi Disc
Depth---- ---------83
C. Statjstical Analys'is of Temporal Variations in Green and
1
and Bl ue-Green A'lgal Counts ---'85
D. Phosphorus Residence Times and Lake Response- ---------86
C0NCLUSI0NS---- -----------90\1l.
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Table of Contents (Continued)
VI I I. APPENDICES
Appendix A: Maps of Study Lakes
Appendix B: Descript'ion of the [1uìtivariate/MultipleComparison Anaìysis'
Appendix C: Description of the Approach Usäd toDevelop Phosphorus Nutrient Loadings
Appendix D: 1. Precipitation, Runoff Rates, andLand Use Areas for the Test Lakes
2. Phosphorus Nutrient Loads for theTest Lakes
Appendix E: Temporal Variations in Total phosphorusConcentrations, Chlorophyìl q Concentrations,and Secch'i Disc Depths in thã Study l-akes
Appendix F: Secchj Disc Depth and Chlorophyìl a Relation-sh'ips in Townline and Elk Lakes
Appendix G: Temporal Variations jn Green and Blue-Green' Algaì Counts
Appendix H: Vollenweider Loading Criteria
1. The statistical analysis was conducted by John I,l. hlilkinson, Ph. D.,Rensselaer Polytechnic institute, Troy, N.Y.
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EXICUTIVE SUMMARY
Summary
of
"The Impact of Bann'ing Phosphate-Conta'in'ing Detergents
on the Haten Quality of Inland Hisconsin Lakes,,
by
N'ichol as L. Cl esceri
February 1983
-qUs$irgThene are 15,000 inland lakes'in the State of l,lisconsin. The impact of
the three-year l,lisconsìn detergent phosphate ban on Hisconsin lake waterqqality has been evaluated through nesearch on l,lisconsin lakes ìikely to beaffected by changes in phosphate d'ischarges. The ban was 'imposed on- Juìyl, 1979 and ended June 30, 1982.
Methodol ogy
"Test" lakes and "reference" lakes were used in the study. The testlakes were chosen as lakes likely to be affected by changes in phospÏãEdischarges to them w'ith'in the three-yean time span of the ban. Therefenence lakes were lakes neceiving negligìb'le amounts of phosphate frornsewage. Data from the reference lakes werõ used to help shäw what changes'in the test lakes wene due to the ban apart from natural effects.
The test I akes were: svran Lake (co'l umb'ia county ) , Moss Lake (vi ì ascounty), Townl'ine Lake (Oneida), Enterprise Lake (Láñglade county), ErkLake (Prìce county, Balsam Lake (l'lashburn county), anã Butternut-Láre(Prìce.County).- The reference lakes were: Litlie Beansk'in Lake (0neidaCounty) and Teal Lake (Sawyer County).
The lakes were studied during the summer of 1978 (befor^e the ban) andduring the summers of 1980, l98l and l9B2 to determind any effects of the ban,
The methodo'logy involved measurìng waten quaììty parametens related toa'lga'l growth: algal concentration (measured by the concentratìon ofchlorophyl1a,ffiment),tota]ph_osphateconcentnatjon(measured by-the concentratjon of aìl pho(estìmated by Secch'i disc depth) and the enumerat'ion and iffi-tlTîcatiõl- ofphytop'lankton. '
Resul tThe total amount of phosphorus entering the test lakes from allsources was est'imated to have been reduced 0.1 to 12 percent as aresult of the ban.
l^fI scON Februany ì983
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No changes attributable to the ban in eithen chìorophylì a (algalîonîenlFãîìon) or' total phosphate concentration werä ouservòo inthe test làkes. secchj disc depth readings necorded during thisstudy ane'incons'istent w'ith chlorophyìl a and total phosphãte con-centrat'ions. This 'indicates that other Tactor^s (e.g., suspendedsol i ds , co'l or) were aff ecti ng the Secchi d'i sc depth readi ngs,
The donrìnance in the phytop'lankton of blue-green aìgae (nu'isanceforms) has been on the jncrease s'ince 1978 in both iefeience lakesand test lakes.
Concl usi ons
o There is little liklihood that a phosphate detergent ban couldresult ìn tangible waten quaìity benefits for the vast majority ofI,l'isconsin lakes.
Based on the nesults of this study, diverse soürces of phosphorusand other aìgal nutrients, pìus factons such as'light and tem-penature, are mone ìmpor^tant 'in determi nì ng waten qual ity inHisconsin lakes than the amount of phosphorus controllable by aphosphate detergent ban.
t,.l r 5c0N Februa ry 'l 983
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Fiqure Number
I
List of Fiqures
Descrj pti on
Phosphorus Pathways in th.e Environment.
Location of study lakes,
Estimated differences and 95% simultaneousconfidence bounds, effects of post-ban yearsrelated to pre-ban. Data are 1og measure-ments from site L.
Estimated differences and 95% simultaneousconfidence bounds, effects of post-ban yearsrelative to pre-ban. Data are average ôt logmeasurements, sites 1 and 2
tstimated differences and 95% simu'ltaneousconfidence bounds for post-ban year effects.Analysis of test lakes only, log site 1measurement.
Estirnated differences and 95% simultaneousconfidence bounds for post-ban year effects.Analysis of test lakes on1y, ìog geometricmean of site 1 and 2 measurements.
Post-Ban/Pre-Ban differences and 95% confi-dence bounds for difference of test lakes andreference lakes. Site 1 only.
Post-Ban/Pre-Ban differences and 95% confi-dence bounds for difference of test lakes andreference lakes. Log-GM of sites. I and 2.
Balsam Lake (Test) I'lap
Butternul Lake (Test) Map
Elk Lake (Test) Map
Enterprìse Lake (Test) Map
Little Bearskin Lake (Reference) Map
l4oss Lake (Test) Map.
Swan Lake (Test) Map
Teal Lake {Reference) Map
Townl i ne Lake (-les't ) Map
Page Number
10
27
68
69
70
7T
A1
75
76
A1
A2
A3
A4
A2
A4
A5
A6
A7
A3
A8
A5
A6
A7
A8
A9 A9
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Figures (Continued)
Figure Number
E1
E1A
E1B
ElC
E1D
E1E
E2A
E2B
E?C
E2D
EzE
E3A
Descri pt'ion
Mean pre-ban and post-ban total phos-phorus concentrations, chlorophyll aconcentrations, and Secchi disc depïhsfor Little Bearskin Lake and its testlakes: Enterprise, Moss, Swan, andTownl i ne Lakes.
Mean p.re-ban and post-ban total phos-phorus concentrati ons , ch'l orophy'l I aconcentrations, and Secchj dìsc depîhsfor Teal Lake and its test 'lakes: Balsam,Butternut, and Elk Lakes
Temporal variation of total phosphorusin Swan and Little Bearskin Lakes.
Temporal variation of total phosphorusin Enterprise, Townlíne, and LittleBearskin Lakes.
Temporal variation of total phosphorusin Moss and Little Bearskin Lakes.
Temporal varjation of total phosphorusin Balsam, Butternut, and Teal Lakes.
Temporal variation of total phosphorusin Elk and Teal Lakes.
Temporal varjation of chlorophyll- ain Swan and Little Bearskin Lakes.-
Temporal variation of chlorophylì aìn Enterprise, Townline, and BearslinLakes.
Temporal vari ati on of chl orophyl'l ai n Moss and Li tt] e B'earski n Lakes,-
Temporal vari ati on of ch'l orophyl l ain Balsam, Butternut, and Teal Lakãs.
Temporal variation of chlorophyll ain Elk and Teal Lakes
Tempora'l variation of Secchi disc depthin Sw-an and Little Bearskin Lakes.
Page Number
E1
E2 E2
E3
t4
E5
E6
E7
E8
E9
E10
El1
812
813
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Figures (Continued)
Figure Number
E3B
E3D
t3E
F1
t2
F3
F4
F5
F6
t7
FB
GlA
GlB
G1C
GlD
Descri ptj on
Temporal varjation of Secchi discdepth in Enterprise, Townlìne, andLittle Bearskin Lakes.
Temporal variation of Secchi discdepth in Moss and Little BearskinLakes.
Temporai variation of Secchi discdepth in Balsam, Butternut and TealLakes.
Tempora'l va ri at í on of Secch i d i scdepth in tlk and Teal Lakes
Townline Lake Secchi disc depth (ft)versus chlorophyll a ( ug/L) I978.
Townl i ne Lake Secchi d'isc depth ( ft)versus chìorophyll a ( ug/L) 1980.
Townline Lake Secchi dÍsc depth (ft)versus chìorophyll a ( uglL) 1981.
Townl j ne L.ake Secchi d'isc depth (ft)versus chlorophyll a ( ug/L) 1982.
Elk Lake Secchj disc depth (ft) versuschlorophyll a ( uglL) 1978.
Elk Lake Secchj disc depth (ft) versusch'lorophyll g ( ugll) 1980.
tlk Lake Secchi disc depth (ft) versuschlorophyll a ( ug/L) 1981.
Elk Lake Secchi disc depth (ft) versusch'lorophyll a ( uglL) i982.
Tempora'l variation o'f green a'lgae inSwan and l-i ttl e Bearski n Lakes,
Temporal variation of green algae inEnterprise, Townline and L-ittle Bear-skin Lakes.
Temporal variation of green algae inI'loss and Li ttl e Bearski n Lakes.
Tempor aì varjation of green a'lgae inBalsam, Butternut, and Teal Lakes.
E3C
Page Númber
E14
815
E16
Et7
F1
F2
F3
F4
F5
F6
t7
F8
ul
G2
G3
G4
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Figures (Continued)
Fìgure Number
GlE
G2A
G2B
G2e
G2E
Descrí pti on Page Nümber
G5
G6
G7
G8
G9G2D
Temporaì varÍation of green a'lgaein Elk and Teal Lakes.
Temporal variatíon of blue-greenalgae in Swan and Little BearskinLakes.
Temporaì variation of blue-greenalgae in Enterprise, Townliñe, andLì tt'le Bearsk'in Lakes,
Temporal varíation of blue-greenalgae jn Moss and Lìttle BearskinLakes.
Temporal variation of blue-Ereenalgae in Balsam, Butternut, andTeal Lakes.
Temporal variation of blue-greena'lgae in Elk and Teal Lakes.
G10
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Tabl e Number
LÍst of Tables
Descrj pti on
Limnologica'l and morpho'logicalcharacteristics of the study lakes.
Muni ci pa1 wastewater treatment p'lant(Wl^lTP) discharges to the study iakes.
Geo'log'icaì characteri sti cs of the testlake drainage basins.
Wastewater treatment plant facilitiesSDA-Wjsconsin Lakes Study.
Years during which inlets, outlets, andwastewater treatrnent p'lants wère samp'led.
Sample handling and preservation procedures.
Physical and chemical ana'lyses performed ateach lake.
Water samp'les col I ected for chem'icalanalysi s.
Procedures for analyses perfornied onwater samples.
Results of nutrient enrichment b'ioassaysconducted i n 1982.
Covariance analysis, Site 1, individualtest lakes.
Page
28
29
30
36
39
6
7
B
6111
t2
13
14
7315
40
41
44
45
5910
Analys'is of variance of the average of the 63logarì'thms of Site I and 2 data.
Proportion of variabi ì'ity expl ained by 63various sources.
Esiimates of the post/pre-ban shift and slope- 66coeffìcient for corresponding reference lakefor the a,reragê of the 'logarithms of site 1 andsite 2 data.
Year average differences of the post-ban yearswith ihe pre-ban year and sinlultaneaus 95percent confidence intervais(C. l. ).Year average diffenences of the post-ban yea.r'swith the pre-ban year and 95 percent simultaneousconfidence intervals(C.1. ) for the differencesbetvreen t.est lake and corresponding referen.eI ake data.
16 74
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Tables (Continued)
Table Number
D9
D10
D11
Dt2
D13
D14
015
D16
D17
DlB
019
020
021
022
D?3
024
D25
026
027
D28
E1
Descri ption
Elk Lake Land use areas.
Enterprise Lake precipìtation andrunoff (cm/yr).
Enterprise Lake runoff rates (cu m/s).
Enterprise Lake land use areas.
Moss Lake prec'ip'itatíon and runoff (cm/yr).
Moss Lake runoff rates (cu m/s).
Moss Lake land use areas
Swan Lake precíp'itation and runoff (cm/yr).
Swan Lake runoff rates (cu m/s).
Swan Lake land use areas.
Townline Lake precipitatÌon and runoff( cm/yr)
Townline Lake runoff rates (cu m/s).
Townline Lake land use areas
Balsam Lake phosphorus loads.
Butteinut Lake phosphorus loads.
Elk Lake phosphorus loads.
Enterprise Lake phosphorus loads.
Moss Lake phosphorus loads.
Swan Lake phosphorus loads.
Townline Lake phosphorus loads.
Mean pre-ban and post-ban totalphosphorus concentratj ons , chl orophyl I aconcentrations, and Secchj disc depths -for L'ittle Bearskin Lake and its testlakes: EnterprÍse, Moss, Swan, andTownl i ne Lakes.
Mean pre-ban and post-ban totalphosphorus concentrat j ons , chl oroph.y'l j aconcentrations, and Secchj dìsc depths -for Teal Lake and i ts 'best I ¿kes : Bal sam,Butternut, and tlk Lakes
D7
DB
Page
D6
D7
D9
D9
D9
Dl0
D10
D10
011
011
012
D13
û14
015
D16
017
D18
Di9
E1
E2 t-t:
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Tables (Continued)
Tabl e Number Descri ptÌon
Total phosphorus loadings to testI akes due to wastewater and phosphatedetergents.
Comparison of the actual 1978 loadingof phosphorus to the test lakes tocalculated values of Vollenweíder's(1975) permissjble and critical'loadingval ues.
Number of phosphorus and hydraul ícresidence tjmes during the ban and percentof expected change that should be ob-servabl e.
Inlet concentration estimates used inconstruct'ing the nutrient budgets for1978.
National Oceanographic and AtmosphericAdministration weather stations used toestimate precipitat'ion at the study lakes.
Export coefficients (kg P/ha/yr) useclto calculate the 1978 direct drainagephosphorus loadjngs to the test lakes.
Mean yearìy totaì phosphorus concen-t.rations for inlets with considerablemarsh and swamp dra'inage, and wh'ichdo not rece'ive discharges from awastewater treatmenL p1ant.
Balsam Lake precipitation and runoff( cm/yr) .
Balsam Lake runoff rates (cu m/s).
Balsam Lake land use areas.
Butternut [-ake preci p'i tati on andrunoff (cm/yr)'.
Butternut Lake runoff rates (cu m/s).
Butternut Lake land use areas.
tlk Lake precÌpitation ancl runoff(cmlyr).
El k Lake runof f rates (cu rn/:., ) .
Page
7917
18 80
8819
C6
CB
c1
c2
c3
C4
D1
û1
r]2
D3
D3
D4
D5
D1
D2
D3
D4
D5
D6
t7
DB
ci0
cl1
D5
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Tables (Continued)
Table Number Descrí pti on Page
cl1G1
G2
Analysis of ca) ln BG; b)
(ee+e ); d) tn
Estimates ofon interceptcomespondi ng'ln Bû, ln G,ln Ip/(1-p)].
ovariance forln G; c) p=86/Ip/[1-p)].pre/post ban effectand slope(s) forreference lake for
p=BG/(ge+e), and
G12
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I . I NTRODUCTION
Reductions in the amount of phosphate contained in 'laundry detergents
have been mandated jn some aneas as a means of improv'ing water quality inlakes curnently receiv'ing phosphorus through municìpal wastewater
dischanges or^ septic tank seepage. However, various reports suggest that
such neductions'in deter^gent-related phosphor"us are ineffective in
achi evi ng percept'i bl e water qual i ty 'improvements because the rel ati ve
retluct'ions in the total ìoad of phosphorus to the lakes.ane not signifi-cant, Studies were conducted in l,lisconsin to determine any significant
impnovement in water quality due to a three year ban on phosphate-
conta'i ni ng detengents.
Limitat'ions pr"ohibit'ing phosphor"us in laundry detergents have been
imposed in Nerv York; Indiana; Vermont; Michigan; Minnesota; l./isconsin; Dade
County, Florida; and the City of Chjcago, Illinojs. The State of l.lisconsin
leg'isìated a phosphate detergent ban, effect'ive July 1, lg7g. The ban,
origina'lly enacted to be in effect to June 30,1981, was extended to June
30, 1982. The pu'r'pose of imposing a shont term ban was,to alìow an
assessment of any'irnpact the ban may have had on the water quality of
H'iscons'in lakes rvh'ich rnight lead to a reevaluat'ion of the need for the ban.
The Soap and Detergent Association (SDA)-llisconsin Lakes Study, of which
the 1978 through 1981 sampling programs were a part, yras desìgned to pro-
vi de i nformati on wh'ich woul d contri bute to the 1982 l egi s'lati ve eval uati on
of the !{isconsin phosphate detengent ban. Ìhe study vlould pr.ovide data
which could allow the determination of any s'ign'ificanb changes in water
quality in jnland l,'l'isconsin lakes ìmpacted by munic'ipaì wastewater treat-
l,l I SCON -1- February l983
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ment plant dischanges on septic tank/t'ile fie'ld systems. To detenmine the
variab'ility in lake water quaìity that occurs naturalìy, several lakes
which nece'ived neither septic tank system nor municipa"l treatment pìant
dischanges wene included in this pr^ognam. A report evaluating the results
of samples collected dur''ing the 1978-1981 time peniod was pnepared by
N. Clesceri (198i). No posit'ive waten quaìity improvement attr ibutable to
the detergent phosphate ban was observed in any of the study lakes. The
l'lisconsìn Departrnent of Natural Resources (1982) also could not detect any
improvement in inland lake water quaìity. Therefore, t!. purpose of the.
ban was unsupported, From these studies, as well as consumer concern for
effective ìaundry detergent products, the Hisconsin State Legìslature did
not extend the ban beyond June 30, 1982. The SDA-l.lisconsin Lakes Study was
continued in l9B2 to a'llow fon an ana'lys'is of any dernon'strable impi^ovement
in jnland lake water qualìty appearing three years after the ìmposìtion of
the ban.
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I I. BACKGROUND
0ur knowledge of the compìexìty of freshwaten systems has great'ly
'increased durìng the past 50 years, and efforts ane cont'inuing to advance
furthen our understanding of 'lake pnocesses. Although inland vraters cover
only two.percent of the earth's surface, they pìay an important role in our
society. Increasìng populatjon and demand for improved quality of ìifecontinue to pìace great demands on fneshwater resources. Clean water
suppl ies are requ'ired for drinking waten, recneat'ional act jvjt.ies, and
industrial pnocesses, Appropriate rnanagement techniques can be based on
our undenstanding of the functioning of this precious and vital resounce.
A. LAKE PHYLOGENY AND CULTURAL EUTROPIlICATION
Aquatic ecosystems undergo changes, continualìy evolving as a nesuìt
of their intimate relationship to the surnounciing envinonment, Land use in
the watershed; the age, type, and amount of soi I and vegetati on; rvi I d'l i f e
habi tati on; and popul ati on dens'ity are aì I factons wh'i ch can s'i gn'if i cant'ly
i nf I uence the troph'ic status of a I ake. Lakes generaì ly progr^ess f roln thê
o'ligotrophic state, charactenized by clean, cìear, unproductive water that'is low in nutrients, to a eutrophic state in which nutrients are plentiful,plant and anjmal productivity is high, and water quaìity poor. 0ver ìong
periods of time si1t, mìnera'ls, nutrients, and organic matenials from trib-utaries and other sources accumulate. Nutr ients are necessary for plant
and anirna'l growth, which can eventually lead to a change in the biota of-
the lake. Under natural cond'itions a lake wìl I age sìowìy, decreasing in
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depth due to the depositjon of sediments, becoming a marsh or bog and
finalìy a terrestrial ecosystem. This process, from start to finish, can
take hundreds to thousands of years. This aging process js called
eutrophìcat'ion, a comp'lex process which varies from lake to lake with
regard to extent, rate, and causal factors. Cultural eutr^ophication is the
accelerated aging of fresh water bodies caused by increased nutrient
1 oad'i ngs due to human act"ivi ti es.
As awareness of the pnob'lems associated with lake eutrophication in
the United States incneased, numenous studies l\,ere undertaken to determine
the causes and characteristics of the probìem (e.g., Chen, 1970;
Mjddlebnooks and Porce'lìa, 1970; Porcella and Bìshop, 1975; and sawyer,
1947). Many remedial measunes are cur-nently being used or investigated.
Some are simply stopgap measures which treat the symptoms rather than the
cause of the water quality degradat'ion. These include coppen sulfate
application to kill aìgae and reduce obnoxious aìga] blooms, alum additions
to prec'ipitate phosphorus from the lake water, and weed harvesting a'imed ab
removing nutrients and the physical hindrance weeds pose to recneatjonal
activities. 0the,n approaches reduce the loadings of nut.r'ients to lakes in
order to cjrcumvent the problems rvh'ich occur once the nutrjents enter the
lake. This has been accompììshed by diventing wastewater flows around
I akes, sewen'ing 'lakeshone aneas which were serviced by indequate septic
tank/tile field systenrs, phosphate detergent bans, phosphorus removal at
wastewater treatment plants, and a number of alter'native wastewater treat-
ment techniques. These latter techniques i¡ìclude using wastewater for
irnigat'ion and as a nutrient source fon croplands and forests, or
discharging it into natural and art'ific'ial weilands which are capable of
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imrnob'ilìzing ìarge quantities
practices can reduce nutrjent
I 975) and urban runoff.
of nutrients. Aìso, improved land management
loadings fr^om both agricultural (l^loolhìser,
B. NUTRIINT SÛURCES
The sources of external (aìlochthonous) nutrient inputs to a lake or
stream can be class'ified as eìther natural or anthropogenic, and point or
non-poi nt.
Point sources include:
Treated yrastes from mun'icipal tneatment pìants and private,
on-site waste disposal systems: domestic wastes, househoìd
food, 'industrial and commercial wastes discharged to mun.ici-
pal treatrnent p'l ants , and water tneatment cherni cal s.
Industrial wastes d'ischarged to waterways.
Stonm sewei" di scharges.
Non-po'i nt sources i ncl ude:
Land runoff.: urban runoff and drajnage, unchannelized storm-
water flows, and runoff from agricultunal lands (e.g., fer-
til jzers, anìma"l wastes, soils, etc.) and forested lands
(e.g., decay'ing vegetation and wild an'imal wastes).
Ground water.
Atmosphere: dryfal 1 ('i . e. , partì cul ates and gases ) and wet-
fal I (i.e. , rai n and snow).
Natural sources of nutr"'i ents resul t f rom geochem'icaì processes and
û
a
o
o
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cinculate v'ia the biogeochem'ical. cycì ing of materials. Nutr"'ients with a
gaseous phase (e.9., carbon and nitrogen) have almost compìete biogeochemi-
cal cycìes, included in wh'ich is a djrect transfer between the atmosphere
and water, whereas nutrients without a prominent gaseous phase (e.g.,
phosphonus, calcium and silica) must be circulated by pnocesses such as
enosion, sedimentat'ion, bioìogica'l activity, and human s0urces, there being
no gaseous atmospheric neservoin on which to draw.
C. LIMiTING FACTOR CONCEPT
The logic of reducing the nutrient influx to natural waters, such that
the nutrient concentration Iimits pìant growth, is based on the functionaì
relationship between pìant productiviby and nutrient avaj'labilìty. The
concept of a l'imjting growth factot" was first intnoduced r'n a concise fonm
by Justus Lieb1g in 1840: "[the.l growth of a pìant is dependent on the
amount of foodstuff whÌch is presented to'it in minjmum quantity" in rela-
tion .to its needs. Th'is tenet has become known as "Liebig's 'Lavv' of the
Mi n'imum".
Although rnany factors such as ìight, temperature, turbulence and
mixing, and nutrients may limit the extent of pìant biomass in aquat'ic
systems, only certain ones, particu'larly nutrients, are contnollable by man
i n a practical and cost-ef fective manner. A I jm'it'ing nutrient can be con-
sidered as such if, when its concentrat'ion in a waterbody is incr'eased, ìtacts to stimulate plant growth and accelerate eutrophication.
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D. NUTRIINT REQUIRTMENTS OF AQUATIC-PLANTS
Nutrients required for pìant growth are generally separated into two
categories, the macronutrients which are requ'ired in relativeìy ìarge
amounts, and the micronutrients which are needed onìy in minute quantities,
The macronutrients include ca'lcium, car.bon, magnesium, nitrogen,
phosphorus, potass'ium and sulfur. The micronutnients (trace elements)
'include bonon, coppen, 'iron, manganese, moìybdenum and zinc.
Numerous investigations have shown that a w'ide variety of nutnients
can become l'imit'ing to algaì popuìations, but pr.obably bnìy two of the
macnonutrients, nitrogen and phosphor"us, signìficantly control the develop-
ment of aìga'l blooms (Goldman, 1965; Hasler, 19741; and Hutchjnson, lgsT).
The great.est abtention has been focused on phosphonus since it is more
often limit'ing than nìtrogen, and has more read'i'ly control lable sources,
The principal sources of nitrogen for algae are the inorganic forms,
Ì.e., nitrate and ammonia, Fixation of atmospheric nitro.gen by bìue-
green a'lgae and some bacteria, as well as bacterjal degradation of organic
n'itrogen, can al so serve as irnportant ni tnogen sources for aquatì c eco-
systems. Phosphorus 'is generaì 'ly avai I abl e to pl ants onìy as the ortho--?phosphate (P04-") i on, an i norgan'ic form.
Alga'l nequìrements fon both n'itr^ogen and phosphonus are species speci-
fjc. A given concentration of nutrients in one'lake may yield a s'ignifi-
cantìy different algal standing crop than the same concentnatjon in another
lake due to numerous interacting factors, Th. generaì chemicai compositìon
of the water and its alkalinity,'bhe nutrient turnover rate and rate of
degnadation of organ'ic compounds, regenenation from sedi¡nents, and
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zooplankton and algal excretions, among othen factons, a1ì have some impact
on the aìgal biomass produced in relation to nutrient concentnation. A
good exarnpìe is the'luxury'uptake of phosphonus by natural phytopìankton
popu'lations: "The pattern of phosphorus suppìy and utiIjzation in natural
popuì ati ons of phytopl ankton 'is chanacteni zed by h'i ghly vari abl e rates of
uptake and nelease which bear little apparent r"e'lation to the physioìogical
needs of the pìankton" (Richey, 1977 and lgTg). Taft et al, (1975)
reponted phosphate uptake by Chesapeake Bay phytopìankton rrvas as much as
100 t'imes that required for photosynthesis. Several investigatìons have
suggested that values of 0,01 mg p/L and 0.ì5 mg N/L are the upper con-
centnation limits ìf an ol igotrophic, aesthetical'ly pleasing ìake suitable
for water-based recreat'ion, propagation of cold water fisheries (such as
trout), and vrith very high cìarity is desired; concentnations approximateìy
twice these are the conditions under wh'ich lakes become eutrophic (Chapra
and Reckhow, 1979; D'illon and Rig]er, l97b; and volìenweider, l968).
Typ'icaì]y, aquati c macropltyte and al gaì ti ssues contai n a ratio of
n'itrogen to phosphorus of 15:1, In general, when the lake waten N:p ratiois less than 10:1 nitrogen is limiting, and when it is greater than 14:l
phosphorus js l'irniting.
In conclusion, it can tle stated that tr.lo macronutrients, nitrogen and
phosphorus, generally limit aìga1 growth. However, nutrient tunnover,
organism succession, and water chemistny all interact to make it 'impossibìe
to determ'ine specific Iimìting concentrations common to aiI water bodies,
although general guidel'ines can be established. l,lhen excessìve nutrients
are pnesent'in a ìake, p'lant growth may becorne limited by an extrins'ic fac-
tor such as light.
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E. PH0!PH0RUS DYNAr'lICS_ IN LAKES
The many dynamic variables that djrectly influence and control aquatic
productivity are intimately related, Not onìy are the material inputs to a
lake a factot', but also the pathways they foìlow; materjals recycìe within
a lake due to comp'lex, interrelated physìca1, biologicaì, and chemjcal pno-
cesses. The major prthways of the phosphorus cycìe are shown in Figure I,All phosphorus originates from minerals which are weathened by nalural pro-
cesses or ut'ilized by humans. Human-nelated activities may increase
phosphorus inputs to surface waters over the natural level expected for a
particular lake. The impact of ány activity on a lake depends upon the
geo'logy, cìimate, morphoìogy, ancl land use characteristics of the basÌn.
The rol e of I ake sedirnents as a si nk 0r sou rce of phosphorus 'is a very
i rnportánt and comp'lex process ì nvol vi ng physi ca1 (e. g, , turbul ence and
mixing), chemìcaì (e.g., redox potentiaì and oxygen content of the
sedinlent-water interface, and the quantity and forrns of iron and alumjnum
'in the sediments), and biologìcai factors (e.g., microbial mineralization
of organi c, phosphorus-contai ni ng compounds ) . Aì though nur¡1er0us rnechani sms
for phosphorus release on uptake from sed'iments are postulated, the manner
'in which they interact, and the resulting net effect, are diffìcultto pnedict or ìnterpret in natunal waters. A few Eeneraì statements are
pertinent concerning the importance of lake sediments in lake phosphorus
dynamics. The reader should refer to other sources (e.g., Hetzeì, lg75)
for a mote complete discussion and list of referenres.
As an illustration of the complex nature of sedinrent phosphon:s,'let
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OlF\(}ì
rú
pq)
r{tFE5=Ê:oL
(+-
+)cOJÉ:gC)L
I
,ì c)q)l-c+,c
th
fú
=-cpfúo-th=5-ocovto-cÕ-
(l')LCt)
tL
rlirilrI
I
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us examine the irrp¡ct of oxygen concentration on phosphorus solubility.Probabìy the r¡ast irnportant point js that there is very ìittle correlationbetween the phosprhirtus concentrat'ion in the sedjments, and the phosphonus
content and prodtrct l v'ity of the ovenly'ing vraters; factors other than simp'le
concentr"at'ion gratli ents and di f f usì on, control phosphor.us exchange between
lake sediments anrl lake waters. Therefore, the phosphorus concentnatìon ofsediments does not provide an indicat'ion of whether. the sed'iments are
actÍng as a source 0r a sink, or whether the phosphorus'is avajlable foraìsar-::;tÏr:;ll'n.r-
poinred out the importancu or u,. con<ritions ar rhe
water-sed'iment intt'¡'f ace and the surface layer of sed'iments (mi cr-ozone) incontrolling phcsPheirus exchange (Mortìmer ì94.l n 1942, and 'lg7l). A rnajor
inechanisrn involvecl in seclirnent-phosphorus exchange is the covalent bonrling
ancl adsorpt'ion of ap,rti te, organi c phosphorus, and orthophosphate to
hydrated iron on aìt¡rninurn oxides (Hjllìams et aì., lgTl)" In the oxj¿ized
state, whiclr occurs ìn the pnesence of oxygen, these compounds are only
sì lghtly solubìe, tvltereas jn the reduced state, r^rhich ûccurs under anðero-
bjc condìiions (absorrce of oxygen), they dissolve more readììy in waten.
0nce phosphortrs is rtlleased the process'is reversib'le, if oxygen.is jnLro-
duced or encountered. The oxygen levels can subsequentìy decrease, con-
verti ng the ox'ides to theì r reduced form, and rel easi ng ihe bountl
phosphorus. This is a cycìe lhat can be encountered over tjme in a lake or
within regions of a lake (i.e., moverirent of cxidized phosphor-us to anaero-
bi c reg'ions on vi ce vensa) .
Therefore, i f n I ake i s oxygerìated the rletal oxi de-phosphonus cornpl ex
'is insoluble and therefore the sediments act as a phosphorus sink. For a
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lake wh'ich is ther^mally stratified in summen, if d'issolved oxygen disap-
pears i n the hypo'l i mn'i on, some phosphorus may be rel eased i nto these hyprl-
I imnetic watens. But it is common"ly held that this wateris "trapped" in
this sectìon of the lake during the surrmer because of thermaì'ly-der.'ived
density differences. Because of this, hypolimnetic water, rich inphosphorus, does not come in contact wjth algae'in the epifimnetic zone at
a time when they are present jn the hjghest popuìation numbers and growing
at their fastest rate in the summertime, l,lJhen the lake cools'in the falland the fal I turnover (mix'ing f rom lake bottom to top) occur.s, conditions
(e.g., ìouer temperatures, shorter periods of sunlight) are not conducive
to extensive a'ìga1 growths in sp'ite of potentìalìy higher phosphorus con-
centrat'ions, enhanced by hypo'ljmnetic waters, One ctlntrol1i ng factor inmainta'inìng phosphorus concentrations in lake water relates to the fact
that as turnoven occurs, oxygen, if "it were absent, would be re'introduced
'into the lake water" This oxygen would cause the oxidation of the recluced
metal -pirosphor"us compì ex to the metal oxì de-phosphor.us cornp'lex wh'ich is
i nsol ubl e. Through th'is sequence, phosphorus rel eased f rom sed'iment jnto
over'lying hypolimnebic waters could be returned to the serljments and per-
petua'lìy trappecl.
F. BrrlAyArLABrLrTY 0r PH_OSP[0RUS
All models utjìizing phosphorus con'ceniratjons to estimate algal
growths in lakes assume that phosphonus is the limjting nutrient and that
changes in phosphorus concentrations are reflecLed by changes in algal
growths, Historicalìy, total phosphorus has been used as the index for
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such analyticaì models, The proposal of Schaffner and 0gìesby (1978) to
use a cornposjte fraction they term biologicaì'ly available phosphorus (BAP),
whjch represents that port'ion of toial phosphorus uÈilizable by algae, may
improve the accuracy of morlels. By excluding the unusable (unavaiìable)
phosphonus fnactions (e.9,, mìneral apatite) a better relat'ionshjp between
phosphorus and algaì grovrth should result, they argue. A furthe¡- con-
s'idenation was presented in a paper by verhoff and Heffner (1979)
describ'ing a study on the rate of avaiIabiIity of total phosphorus in river
waters: "The majn conclusion to be obtained from this.study 'is the rate. of
convension of total phosphorus to phosphorus available to algae may be more
inrportant than the fraction which would eventualìy becorne avajlable." The
l.rbielis roughly equìvaìent to Schaffner and 0gìesby's BAP, and is often
termed the ultinate BAP. A simiìar opinion was explessed by DePìnto et
al, {1981) in a study on suspended sediments in streams: "An extremely
ìrnporlant factor jn assessment of the biologica'l effects of phosphorus fron
any source is the rate at which the phosphorus becornes avaìlable to aquatÌc
biota within the nece'iving water, This is true, as the rate of convers'ion
of potentialìy-ava'iìable to actually-available phosphorus cornpetes in tirne
with the rale of other processes, for exampìe: adsorption, precipitation,
sedimentation, and dilut'ion," Note that DePinto et al. have 'included the
factors of the tempora'l-spatiaì distr^ibutjons of phosphorus fractions, the'largely unquanti f iable physical-chemical -b'iologica'l transfornlations of
phosphorus species in natural waters, and the cornpìex matter of stream and
'l ake hydroì ogy.
The most "accurate" model would utiIize the actual quantity of
phosphor^us avaìlable to, and utiìized by, algae af any given point in tirne.
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However, frorn the standpoint of appì'ied science, the state of the art of
model ing and the l'im'ited knowledge of the influences refenred to by DePinto
et al., make such a cornpnehensive approach unrealistic at this time. This
is true both with respect to the best ava'ilable technology and ana'lyticaì
techniques for bioìogicaììy availabìe phosphorus, and budgeting con-
s'iderations such as time, personneì, and funds rvh'ich would be required to
undertake such a study. .
Numerous techniques have been deveìoped for the anaìysis of
phosphorus. Each of the methods djscussed below measunes a different por-
tion of total phosphorus; unfortunateìy, no single analysis, or. cornbination
of analyses, adequately represents the phosphorus that is ava'ilable to
algae. Consequentìy, many investigations have been conducted in attempts
to ascertain the best correlation between analyticaììy defined phosphor-us
fractìons and biologica'ììy avaiìabìe phosphorus.
Soluble phosphorus is generalìy cons'idered to be that phosphor^us whìch
can be filtered through a membrane with a 0.45 um pone size; Lhis is often
called "dissolved" phosphonus, although par.t of lhis fraction nray be in
fìne particulates or coll.oids. 'Solubìe phosphorus js usually divided into
two subfr"act'ions, soìuble unneactive phosphorus and soluble reactive
phosphonus. ParticulaÈe phosphorus is that phosphorus which cloes not pass
through a 0.45 rm fjlter.Soluble reactive phosphorus (SRP), often measured by the methocl of
Murphy and Riley (1962), on a mcdificalion theneof, is a fract'ion whjch js
genera'lly considened to be enIirely BAP; a major percentage is usuaìly
orthophosphate (nOO-3). 0rthophosphate is b'ioìogìcalìy the nrost readiiy
t¡sed form of phosphorus, Exper''irnentaì1y, the availabil ity of SRP has been
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shown by DePinto et al. (i980) and Paerl and Downes (1978). Paenl and
Downes separated two fractions from lake vrater by gel fiìtrat'ion; a reac-
t'ive low molecular weight pontion and a neactive high moìecular weight por-
t'ion, the f ormer bei ng irnmed'i ateìy avai I abl e to aì gae whereas the I atter
genera'lly took 48 to 96 hours to be utilized.
Soluble unreactive phosphonus (SUP) is most often calculated from the
djfference between total soluble phosphor"us (TSP) and soluble reactive
phosphorus (SRP) (i.e., SUP = TSP - SRP). At least some of the SUP appears
to be ava'ilable to a'lgae (Berman, 1970; Petens, 1978; a.nd Peters, 1979).
The action of enzymes such as alkaline phosphatases can ljberate phosphorus
f rom ongani cal 1y bound f ract"ions (Berrnan, 1970 and F'i bzgeral d and l'{e1 son,
1966). Us'ing a rad'ioact'ive tracer in phosphor"us kinetics studies, Peters
(1978) suggested 50 to 100 percent of the SUP was BAP in the waters he
studÍed, Furthermore, a complex exchange rnechanism may exist jn the eupho-
tic zone of 'lakes'involv'ing particulate phosphor"us, orthophosphate, an
a.lga1 excreted organic phosphor"us cornpound (XP), and a col Ioiclaì substance
(Lean, 1973a; Lean, 1973b; Petens,1978; and Peters,1979); a port'ion of
the excreted pho5phonus may be in a refraclory forrn unava'iìable to algae
(Peters, 19i9) .
Numerous studies have been conducted to estimate the ava'i1¡bility of
phosphorus in suspended solids of rivers and lakes. Â wide range of BAP
concentnat'ions has resulted, the variab'ility often beìng attributed to the
presence of apatite, a phosphorus rich rnineral which analyzes as tobal
phosphorus but 'is onìy mininralìy utiljzable'by a1gae. Cowen anci Lee (1976)
using åqlenas!_lurn caprjcgllujum in batch bioassayE lasting 19 t't 22 days
found that partjculates fror¡r l4acl'ison, Hisconsin urban runoff releasetl B to
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55 percenL of the total partìculate phosphorus (Ten) with an average of 30
percent, when suspended 'in phosphorus-free Aìgal Assay procedure (reA,
i971) medium. DeP'into et al. (1981) using their Dual Culture DjffusionApparatus (DeP'into, 1982) analyzed phosphorus avai I abi ì ìty .in suspended
sed'irnents frorn Lov¡er Great Lakes tributaries using se]enaslrunr
-ca.Ll'icorngLgm- and Lake Erie '¡¡ater as a medium jn hanvest-reinoculation
bioassays. The bioassays were cont'inuecl untjl no further phosphorus uptake
was observed, generaì ly three to four werlks. A range of 5 to 31 percent ot
TPP was ut'iììzed, the difference being attributed to apat'ite concentra-
tjons. In stucl'ies using -Ej-ilas!rym_å{Ê.!_q.gr_l_ui!!L jn two-week ìong batch
cultures rvith Provjs'ional Aìgaì Assay Pnocedure synthetic medium (USDI,
1969), Dot'ich et al. (1980) determined that 10 to 31 percent (¡¡ean = 21
pencent) of TPP rvas BAP jn sed'itnerlts frorn the drajnaqe water of Bìack Creek
w.rtr:rshed, Al len County, Indiana.
'0ther rvork has been undertaken to relate BAP to chemicalìy anaìyzed
phosphorus f ract'ions. The r:ornponents rif Total s.edirnent phosphor"us rvith
sign'i lican'L' nelal jonsh'ips to BAP are rnainly associaled wjth lhe reactive
l'{a0H-extracLable fraction (NaOH-P on base extractab'le, react.ive) (Depìnto
eL a'|., 1981; ',.lilìiams et al", 1gB0; anrl coyren ancl Lee, 1976), A citrate-di't'hionìte-b carbonate exlractable (coa-e or reductant extractable) frac-tion has also been relaIed Lo tsAP, howeven, neither js a rjirect measui-ernen.f
of tsAP. Portions of these fractions, 13 to 77 percent of NagH-p and 14 to
24 percent of CDB,P, have been found to be BAp.
Data on the bjoava'ilability of phosphorus (tcr aìgae ancl aqualic
macnophytes) in wastewater tre¿tinent p'lant ef f I uenbs i s scarce, De pinto
et al . (l982) conducted a1 gaì bi oassays us'ing vrastevrater samp'les f rorn
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several locations (untreated influent, intermediate effluents, and "final"effluent) in foun treatment plants. These pìants were located in areas
where phosphate detergent bans were in effect (the Gates-Chiì'i-09den Plant
in Rochester, N.Y,; the Frank Van Lare Plant in Rochester, N.y.; the Big
Sister Creek Plant in Angola, N.Y.; and the Eìy Plant in Ely, Mn.). The
results of the Dual culture Diffusìon Apparatus (uepinto et a'|., lgSz)
bioassays suggested an average of 72 percent of the total phosphorus in the
bioassay samples was BAP. A comparison of the samples from different
locations in the treatment trains indicated that the proportion of totat
phosphorus which was BAP usual]y did not vary significantìy as wastewater
passed through a plant,
An indirect means to investigate the bioavailability of phosphorus in
wastewater treatment pìant effluents is to look at the degnadation of
various forms of phosphorus which ane not readily used by algae. The
extent to which treatment processes convert these phosphorus compounds to
orthophosphate (which is available to algae) can be considened an indirect
meôsure of bioavailability. One class of compounds generaìly considered to
be unutilizable untiì hydrolyzed is condensed phosphates (Sutton and
Larson, 1964 and Clesceri and Lee, 1965 a,b). The rate of hydrotytic
degradation of condensed phosphates is influenced by many factors,
including temperature, pH, enzymes, co]loidat gels (e.g., hydrated oxides
of iron and aluminum), comp'lexing cations (e.g., ca'lcium), concentration,
the 'ionic environment of the soìution, and bioìogical activity. Studies on
the kinetics of the hydroìysis of pyrophosphate and tripo'lyphosphate
(condensed poìyphosphates) in steriìe and non-sterile lake water and algal
culture media showed that the chem'ical hydrolysis of these compounds was a
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reì ati vely sl ow process, whì I e b'i ochemi cal hydroìys'i s proceeded rapi dly
(Clescer i and Lee, '1965a). 0then stud'ies also have neported that the pre-
sence of organisms in solutions to which condensed phosphates were added
caused an accelerated rate of hydrolysis of these phosphates (Karì-Kroupa
et a'|.,.l957; Sawyer, .l952;
and Engelbrecht and Mongan, l95g). A phosphate
balance performed on the Oxford, England activated sludge wastewater treat-ment p]ant (Lewin, ]973 and Perry et aì.,1975) showed that mone than 90
pencent of the condensed phosphates wene hydrolyzed to onthophosphate in
the sewers. 0nly ì.5 percent remained in the settled sewage, and none was
detectable in the final effluent. This plant was not equipped fon chemical
phosphorus removal.
Much is yet to be'learned about the bioavailability of phosphorus in
dìffenent waters. Further work rnust be undentaken to clanify r¿hìch what
forms of phosphorus are being measured by the vanious anaìyt'ical tech-
niques, which of these forms are immedìately available to algae and othen
onganisms and the tÍme (and under what conditions) it takes others to
degnade to a usable form, and how these various forms of phosphonus affect
the even-changing physical, chemical, and biotic environments of lakes and
streams.
G. NATURE OF DETERGINT PHOSPHATE
A typicaì alì-put'pose househnld detergent is made up of +.he surfac-
tant, the phosphafe buiìder, and mjscellaneous ingredients, such as bright-
enens, perfumes, and inhibitors. The surfactant portion \{as responsible
for past foaming probìems caused by the non-biodegradable ABS
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(branched chain a'lkyì benzene sulf,onate). The ABS surfactant was replaced
mone than a decade ago with biodegradable LAS (straight chain, or linear
alkyì benzene sulfonate).
Tripolyphosphate is the chemical of choice as a phosphate builder in
the all-punpose household detergent. Phosphate effectiveìy ptays many
diverse roles as a detergent builden. One function is to soften water by
sequestering caìciurn and magnesium ions which would othenwise react with
fatty soils to form insolubìe curds, thereby preventìng the surfactant por-
tion of detergents to emulsify the fatty soils. Phosphates also sequester
objectionable elements such as iron and manganese salts that can cause rust
spots, Jelìowing, or other dìscoloration of laundered fabrics, i.e., iron
and manganese are changed to an.'insoluble form which deposits on cìothing.
tlith phosphate, the iron and manganese remain in solution and are rinsed
away. Phosphates also disperse and suspend dirt. l,lithout phosphates, dirtpartic'les get trapped in fabric; w'ith phosphates, di rt particles with nega-
tively charged phosphate ions attached. repel each other and stay suspended
in the wash water. Detergent phosphate builders also emulsify grease and
promote micelle formation. Additiona'lly, they provide alkalinity which is
necessary for effective soil removal; perspìration, food residue, and other
acid soils interfere with optimum detergency. Phosphates in detergents
provide buffering capacity t,hat maintains an ideal range of alkalinity
whìch provides good cleaning action. Too high or too low alkalinity can
cause damage to textile fibers, dyes, eqiripment, or skin. Good cleaning
requi res the mai ntenance of al ka'li ne condi ti ons. Tri po'lyphosphate has the
attri bute of simul taneously carryi ng out a'l 'l these essenti al functi ons. At
the same time, it fulfills the other requirements of a bu'ilder inaterial in
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detengents in that it is (i) non-toxic, (ii) mild to skin, (iii) harmless
to equipment, (iv) safe for textiìes, (v) easiìy removable in wastewater
treatment, (vi) compatible wìth other detergent ingredients, and (vii) eco-
nomical to consumers.
H. EFFECTS OF THE CONTROL OF DETERGENT PHOSPHORUS INPUTS TO INLAND LAKES
The reasoning behind the control of phosphonus'inputs to lakes is
that any reduction should ultimate'ly affect water quality, if the system
is ìimited by phosphorus,
Schaffnen and 0g'lesby studied l2 New York lakes to compare different
methods of calculat'ing phosphorus loadings and to develop reìat'ionstrips
among phosphorus and chlorophyll a concentrations, and Secchi d'isc depths.
(Schaffnen and 0glesby, l97B and 0gìesby and Schaffner, .l978) Ch'lorophyll a
data on six of the lakes from their study, covering pre- and post-ban
periods for phosphate detergents in I'lew York State, wene used by Trautman
et al. (1982) as an example of the use of their statistical methodology for
determin'ing data requirements fon assessing lake restoration programs, In
an ana'lysis of each lake jnd'ividua'lìy, the authons concluded that two years
of pre-ban data were insuffic'ient to demonstrate a change in post-ban
ch'lorophyl I a 'levels, "no matter how many years of post-ban data could be
obtai rìed. " T.lhen Trautmann et al . emp'loyed thei r stat'isti ca'l ana'lysi s to
the lakes as a group they concluded there was a pnobability of only 0.7
percent that a chlorophyll A drop at least as large as the one observed
would have occurned by chance; they attributed this drop to the phosphat.e
detergent ban. Cause and effect was not established, howeven. The data
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showed essentially no correlation (R2 = 0.001) between the per.centage drop
'in chlorophyll a and the authors' estimates of the percentage drop in the
avajlabìe phosphorus load for the six lakes studied.
Anot,her study was conducted'in Indiana by Bel'l and Spacie (1978). îo
study the effect of a 1973 detergent-phosphorus ban'in Indiana, 15 lakes
wene chosen fnom the Environmental Protection Agency's (EPA) National
Eutrophication Sunvey (NES) list. Data collected in 1977 wer-e compared to
1973' but no sign'ificant difference in water qua'lity changes could be
observed between lakes that received wastewater and those that did not.
The reason given was that the phosphor^us contribution from detergents was
small compared to other phosphorus sources. A similar conclusion was
reached in a study of six l4innesòta lakes (Runke, lgBZ).
Stud'ies by Etzel et al. (1975a, b, c) also observed that the Indiana
ban yielded little reduction in stream phosphor^us. They concluded that the
"remaiiring strearn phosphonus levels [during the post-ban period] in r-egions
rece'iving significant treated-sewage discharges ôre still far too high [forthe ban] to be of any b'iological consequence".
Prior to implementation of the Hisconsin phosphate <letergent ban, the
tPA (1978) projected the impact of the ban on'inland lakes of the state
using data gathered in the NES. Twenty-one Hiscons'in lakes included in the
NES were seìected that received wastewater thal, was not treated for
phosphorus removal and for which nutnient joadings could be determined.
All twenty-one lakes selected were eutrophic. To predÍct the impact of the
phosphate laundry detergent ban on the lakes, a 50 percent re<luction in the
mun'icipal wastewater treatment plant phosphorus load was assumed to result
from a phosphate laundry detergent ban (approximateìy two times the pnesent
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day average). Mathematical models were then used to predict the impact of
such a phosphorus neduction on the water quality of the twenty-one lakes.
The report projected that 18 of the 21 ìakes evaluated would show no obser-
vable changes in waten quality and would, thenefore, remain eutrophic. Italso stated that observable changes in water quality wouìd be expected at
two of the lakes (Lakes Delavan and l,lapogasset). The effect of the ban on
one Iake (Buttennut) could not be predicted since the primary productivity
in the ìake appeared to be limited by light or some factor other than
phosphorus or nitrbgen (Butternut Lake was one of the lakes Ín the
SDA-Wisconsin Lakes Study).
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I I I. METHODS
A. ESTABLISHHENT OF FITLD STUDY STTES
Lake Selection Criteria
Lakes receiving direct or indìrect discharges of effluent from
wastewater treatment p'lants on septic tank system seepage, and reference
lakes receiving no point sounce wastewater dischanges nor having high num-
bers of septic tank/tiìe field systems located on them, wene studied.
Descriptions of the lakes initiaì'ly chosen for the study, some of which
have subsequently been eliminated from the program, can be found in the
protocoì for the 1978 study (SDA,1978), The selection of lakes was based
on the best state-wide data available at the time the lakes were chosen.
In the first year of study (1978), water quality data were collected
on twelve llisconsin lakes. During the course of that sampling year, infor-mation'was received whÌch indicated that furthen sampìing should be discon-
tinued on two of the lakes because.of the enactment of programs which would
affect water quaìity and interfere with the interpretation of study
results. These two were Shawano Lake in Shawano County, where the take's
shone was sewered, and l{oquebay Lake in Maninette County, where an exten-
sive weed hanvesting program was conducted during 1.978,
Due to water quality trends, and drainage basin and lake charac-
teristics dissìm'ilar from Swan Lake (e.9., aquatic weed dominance in Fish
Lake versus phytoplankton dominance in Swan Lake), sampìing of Fish Lake, a
reference ìake, was not continued after 1981. After analysis of the lake
data, Little Beanskin Lake was substituted as a suitable reference lake
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f,or Swan Lake.
Although Delevan and Hapogasset Lakes were oniginal'ly identified by
the EPA as lakes most l'ikely to change because of the ban (EPA, undated),
they were excluded from this study because of impending plans to impìement
phosphorus removal at the municipal treatment systems at both sites during
the study period. Several other candidate lakes wene el'iminated fon the
same reason.
Only 'lakes thought to have the potential to be impacted by phosphorus
'loadings from nearby municipal treatment pìants or septic tank systems were
chosen. Lakes receiving at ìeast 30 percent of their annual phosphorus
'load from nearby municipaì treatment pìants, as reported by the NES, were
considered for inclusion in the study; for lakes not'included in the NES,
discussions with ï,lisconsin Department of Natural Resources pensonneì
(Research Bureau and Inland Lakes Renewal Program) were held to ascertain
the suitabiìity of candidate point source and septic tank system lakes.
0ther lake selection criteria included the folìowing:
0n1y natural lakes were selected; impoundments were excluded from
c on s i de nat-i on.
Because the phosphate detengent ban in Wisconsin was originally
f or two years, lakes rvith retention times no greater than two
years were selected. The minimum acceptable retention time
was 30 days.
In selecting 1akes, consideration was given primariìy to those
lakes for which prev'iously collected data were available from
such studies as:
1.
2.
3.
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â. The Natjonal Eutrophication Survey (NES)
b. I^|'isconsi n DNR Quanter'ly l4oni tori ng Program
Select'ion was restricted to those lakes with depths of three
meters or more.
Lakes were selected wh'ich had the pubìic access required for a
ì ake sampl i ng program.
Preference lvas g'iven to lakes which had at ìeast one, but less
than four sìgnificant tributaries. This criterion allowed for a
reasonable monitoring program of the tributaries to be conducted.
Proponents of the l.Iisconsin phosphate detergent ban contended that the
water qua'lity of lakes jn the noçthern part of the state would be protected
by the reduced phosphonus input'resulting from the ban on phosphate
detergents. Lakes in the nonthern part of the state were neported to have
good water qua'lity and, theoretically, would be pnotected fnom eutrophica-
tion and water quaìity degradat'ion by a ban on phosphate detengents. In
considerat'ion of th'is, most of the lakes chosen for study were in the
northern region of the state.
Reference VersrJs TestJakes
Observable water quaì'ity cf,ungus due to naturaì causes (e.g., cìimatic
variations) are known to occur from year to year. Thenefore, a means to
distinguish between effects from natural causes and those of the phosphate
detergent ban had to be established, Th"e approach used by this study was
to compare the water quaìity of test lakes, which rece'ived municipal
wastewater effluent or septic -cank seepage, to reference lakes which
received a minimal phosphonus load'ing from these sounces. By comparing
4.
5.
6.
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water quality changes in these two types of lakes, shifts in the water
quality of a lake receiving municìpal or septic tank/tile fieìd phosphorus
loadings could be distinguished from natural changes. The project design
was based on the assumption that natural changes (mostìy cìimatic) affect
both types of lakes in a similar manner. To enhance similanities in
natunal effects, reference lakes were chosen that were located in the same
regìons of the state as test lakes and had monphoìogical and watershed
characteristics similar to the test lakes,
Description of Lakes
Figure 2 shows the locations of the lakes selected for this study.
Figures Aì through A9 (Appendix A) are maps of each lake. Tables ì,2 and 3 summarize the pert'inent limnologica'l , morphoìogìca'l , and geological
characteristics of the lakes, and wastewater treatment p'lants discharging
into the lakes or their tributaries. The test lakes were Swan, tlk, Moss,
Townl'ine, Butternut, Baìsam, and Enterprise; the reference lakes were
Little Bearskin and Teaì.
1, Sv¡an Lake is located in Columbia County i.n the south centrál
region of llisconsin. The Fox River enters the lake at the
eastenn end and ex'its at the westenn end. The area surrounding
Swan Lake is partially developed, although major portions are
marshy and unsu'itable for development. Shoreline development in
1981 consisted of 88 residences, foun townhouses containing four
unjts each, and a goìf course, The major land use in the
dra'inage basin is agniculture. The Pardeevi I le Municipal
Hastewater Treatment Pìant discharges 'into Spring Lake, about
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Test Lake
Reference Lake
aA
Location of Study
-27 -
Aeal
gugernut tP'
e@Bal sam El k
@
Li ttl eBearski n
_€Lnterprl se
ÐSwan
Figure 2: I akes
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ïaþle 1: Llmnologlea I and morphologica I characteristícs
La ke
Su rfaceArea (a)
(ha)Volume (b)
( 10l++6 cu m)
Mea nDepth ( c )
(m)
of the study
Max i mumDep th
(m)
I a kes.
Mea nHydraul icRes ídence
ïime (days) (d)
Tríbutaries Fe)
ln OutShorel ine
Leng t h( km)
Ba I sam
Butte rnut
Erk
Enterprise
Moss
Swa n
Tovn I fne
Little Bearskin
Tea I
107
400
36
194
76
163
61
63
405
8.74
't7. 10
o.5,
7.26
2.36
16. 03
2.'t5
1.57
16.15
8.2
4.3
1.5
3.7
3. 'l
9.8
3.5
.2.5
4.0
67
184
2
600
860
178
270
300
15
10
6
9
9
25
6
B
9
2
4
1
1
0
1
?
'l
2
1
1
1
1
1
'l
1
1
1
't1.9
18. 0
9.8
5.3
10. 5
3.4
6.8
16 .9
(a): surface aneas were based on values from planimetry of u.S.G.s. topographic maps, data avai lable fromthe wisconsin DNR, and data presented on clarkson-cornpany'mãpå fiauxauna, Wisconsin).(b): Volumes \r'ere estimated using bathymetric data provided on clarkson Compâny maps.(c): The mean depth equats the lake votume dívided by the surfâce area.(d): Th¡s \r'as ca lcu.l ated usíng estímated f lovs for an average year (mean annua l) precipitation ancl runoff(see nutríent budget methods), and lake volume estimatés "based'on bathymetric data and surface âreas.(e): lntermittent streams are not I ísted as tributaries.
-28-
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Tabre 2: Municipar wastewater treatment prant (V.lV.lrp)discharges to the study lakes.
LakeMunicipal
County WWTP
Type ofDisposal for
Treated Sewage
Barsam washburn Birchwood Land DisposalButternut Price Butternut Ind.irect Discharge
to Surface Water
Etk Price Phillips Direct Dischargeto Lake
Enterprise Langlade None Septic Tank/TiIe Fields
Moss Vilas Lac duFlambeau Land DisposaL
sv¡an ,
columbia Pardeeville tti.å;::.:å=;:î:i"
Tov¡nline oneida Three Lakes rndirect Dischargeto Wetlands
LittIeBearskin Oneicla None None
Teal Sawyer None. None
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Table 3: Geological characterísrics of the test lake drainage basins (a).
Base (ßF) or Low (LF) So¡ I permeabí I iry
Ba I samLa ke
ËtkLa ke
Tovn I i neLa ke
Buùternut BUtternut andLake Sp i l ler Creek:
Sandy loam.
si lt loam. Mud andSclìnur Lake lnlets,and Easterrì shore:fine, sandy loam.
Di rect Dra inage:f i ne, sandy I oam.lnlet Dra ¡nage:No rthe rn Reg ¡ on -f i ne sandy I oam.Soutlìe rn Reg ion -s¡lt loam.
D I rect Dra i nage:sandy l oam.Town I ¡ ne Cr. : pea t,some fine sandyI oam and f i ne sand,Maple Lake: finesandy I cam.
End morainc (tlll, sand,arr<l gravel) and pittedouLwa sh ( sand an<i g rave l );100 to 150 feer thick.
Al I glacial dríft 150 to2O() I'eer. thick. Aroundlakc: ouLvash ând ¡ce-contâct deposíts (sand, sandand gravel ). Perimeter ofbasin: end moråine (t¡tl).P¡tted outvash (sand andgravel ); âbout 100 feetthick.
Sa nd s tone,undifferentiated.
lgneous andmetamorph ic.
I gneous andmetamonph ic,und i ffe rent i a ted .
I gneous andmetamorphic.
Ground moraine (ctay, si lt, tgneous and LF: O.qO - 0.59sand, gravel, anrl boulders) metamorphic,about 100 feet, thick. undifferentíated
Pítted outwash (sand and lgneous andgravel ); 100 feet thick. metamorphic,
und i ffe rent ¡ a ted.
LF: 0.16 - A.29
LF: about 0.40
BF: <1.0
o.8 - 2.5
0.2 - 0.8
o.B - 2.5
West lnlet:o.a5 - o.ztRest:o,B - 2,'
Enterprise Fine sandy loam.La ke
MossLa ke
F i ne sand.
Swan Lake Sandy loam andI oa nty sa nd, somes¡lt loam.
Direct Drainage; glacial Sandstone. LF: <0.3lake deposíts, 0 to 100focb ttìick. Fox Rivcr inletDra inage: ground morâ ine,100 to 200 f'eer t,h ick.
Lr: û.40-0.59 5-10
o.2 - 2,5
no data 2,5-'Strat,if ied drift, outvashand ice-contact depos i ts( sand, sand ând g rave I )about 100 feet thick.
( a ) Sources:
(b) Enterprí{11 tllisconsin ceologicat and Natural Hist,ory Survey(2) Ulited States Deparrment of Agricutrure (197S).
se ând Tovnl ine Lake values vere meãsured under a O.5
(1916 a,b;.1927;'1947; and 1959).
inch head (oakes and cotter, 1968).
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three miles upstream on the Fox River,
Swan Lake was 'included in the National Eutrophication Survey
(NES, 1974b) and was part of the l,lisconsin DNR monitorjng program
during 1975, 1976 and 1977. Additional water quaìity data ane
available through the Inland Lake Renewal program.
2. Elk Lake is located in price county in the north central
region of l.liscoRsin. At the southeastern corner of the lake is
the lone inlet (from Lake Duroy), and at the northwestern end is
the outlet (to Long Lake). The city of phill'ips adjoins the take
along its entire southern shone. In 1981, there lvere seven
residences, three'industries, and a beach aìong the shore'line.
tf f I uent from the Phi I l'ips Mun'ici pal Wastewaten Treatment Pl ant
js djschanged directly to Elk Lake.
The H1scons i n DNR col I ected lvater qual 'ity data f rom El k Lake
twice during L977. Elk Lake was included'in the NtS, but a final
report was not prepared.
3. Moss Lake is located in vilas county in the north central
region of l'lisconsin...The lake has no ìn'let, and one out'let, a
culvert unden the road separating I'loss Lake from Long Interlaken
Lake. The shoreline is part'ial]y deve'loped with 40 residences
evident in 1981. The land surroundìng the lake is ìargeìy
forested, although some swampy areas are present; agr.icultura'l
activities are insignificant. Lac du Flarnbeau uses a stabiliza-
tion pond, located approximately 0.4 km from Moss Lake, for
l,lI SCON -3't-- February I 983
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4.
wasteþJater tneatment. Present'ly, the pond is operating as a
seepage cel l.The l,l'isconsin DNR collected waten quaìity data on Moss Lake
in 1975,1976 and 1977. The lake was not included in the NES.
Townìine Lake is located in 0neida County in the north
central region of llisconsjn. The lake has two inlets, Townline
Creek and the South Inlet; the former dnains a large swamp into
which the Three Lakes W}.ITP effluent is discharged, and the latter
receives the fìow from Maple Lake. There is an outìet to
Plant'ing Gnound Lake along the northern shore. In I981, there
were 7ì residences along the shoreline, The land immediately
surrounding Tovrnìine Lake is ìargely forested.
Townl'ine Lake receives effluent indirectìy, vja an inter-
ven'ing marsh, from the Three Lakes l,lastewater Treatment Plant.
The Three Lakes plant is new but does not have phosphorus removal
capabi I ities.
No water quaìity data are current'ly available from the
H'isconsi n Dt{R, but the lake was 'incl uded i n t}re l{tS (Uf S, .l974c),
5. Butternut Lake js located in Price County in the north
central regì on of l,l'iscons jn. The lake has four inlets and one
outlet. The Schnun's Lake inlet 'drains Schnun Lake which is
neanìy 100 percent developed; the Mud Lake jnlet receives its
water ìargely from several swampsi the Spilìer Creek inlet is fed
by runoff from forested and agricultural lands in 'its lower
reaches, and swamps in the upper reg'ion; and Butternut Creek
l.l I SCON -32- February l9B3
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6.
receives runoff from forested, agricu'lturaì, and swampy lands.
The Butternut Þlunjcipa'l Wastewater Treatment Plant discharges its
effluent into Butternut Creek less than two mi'les upstream of the
I ake.
In 1981, the shoneline is over' 50 percent developed with
eight resorts and 185 residences, There are a few farms with
pastures in close proxirnity to the lake, as well as several
swampy regions.
An EPA report (fRR, undated) indicated that Butternut Lake
might show observable water quality changes as a result of the
phosphate detergent ban. The t,lisconsin DNR collected water
quality data on Butternut Lake during 1973, 1974 and 1975. The
I ake was stud'i ed unden the (NtS, 1974a) .
Balsam Lake is located in Washburn County in the north-
western region of Hisconsin. The ìake has two inlets, one from
Birch Lake at the northeastern end, and one fnom Mud Lake aìong
the central portion of the eastern shorel'ine. The outlet to Red
Cedan Lake is at the sóuthern end of the lake. The shol^eline is
only sparseìy deveìoped with about 24 residences located on steep
banks aìong the lake. The lake is surrounded by heav'iìy wooded
hills (birch, aspen, mapìe and a few conifers). The City of
Birchwood Municìpaì ldastewater. Treatment Plant seepage ceìì
system is located in the Balsam Lake drainage bas'in; there is no
direct di scharge to any sunface wat,ers.
The Hisconsin DNR col lected water quaìity data on Balsam
H I SCON -33, February .l983
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Lake duning 1975,1976 and 1977. The lake was not included in
the NES.
7. Enterprise Lake is located in Langìade County in the
northeastern regìon of ifisconsin. The lake has one tributary on
the western end drain'i;',,.: â Sizabìe marsh and swamp, and an inter-. mittent tributary drain'ing another large swamp located near the
southenn shore of the lake. The outlet is on the northern side
of the lake.
Approximateìy 50 percent of the shoneline is developed with
a Boy Scout camp and 104 nesidences. In addition to the two
large mansh and swamp aneas already described, the surrounding
land contains numerouS swamps and manshes situated among the
forested h'ills; agricultural land is vi rtual ìy non-existent.
Enterprise Lake was chosen to represent northern lakes
rece'iv'ing phosphonus through septic tank seepage and receives no
mun i ci pa'l wastewater ef f I uent.
The lake is part of the Inland Lake Renewal Program and was
samp'led by the !,li sconsi n DNR during 1973, 1974 and 1975. It was
n ot i ncl uded i n the llES.
8. Little Bearskin Lake is located in 0neida County in the north
centnal region of t.I'iscons'in. Bearskin Creek enters the lake on
the nontheastern side and ex'it's at the eastern end. In 1981,
there were 43 resi dences a'long the shorel i ne. The smal I dna'inage
basjn is ìargeìy forested w'ith some aneas of marsh and swamp,
Little Bearskin Lake was used as a reference lake for Swan,
I,tI SC0N -34- February ì983
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tntenprise, Townline and Moss lakes.
The tlisconsin DNR colIected wat,en qualìty data on Littìe
Bearskin Lake during '1973, 1974 and .l975.
The lake was not
included in the NES.
9. Teal Lake is located in Sawyer County 'in the northwestenn
'region of Wisconsin. The inlet from Lost Sand Lake is on the
westenn end and the out'let, the Teal River, is on the
southeastern side; a tributary, Lynch Creek, enters on the
northern shore. In 1981, thene wene residences and four nesort
build'ings aìong the shorel'ine but the lake receives n0 discharges
fnom wastewater treatment pìants. Teal Lake was used as a
reference lake for Baisam, Butternut and Elk lakes,
The tl'isconsin DNR colìected water quality data on Teal Lake
during ì975, 1976 and 1977. The lake was not part of the NES.
Wastewater Treatment Plants
Brief descriptions of the wastewater tneatment pìants discharging
d'irectly on indjrectìy to the test lakes are pnesented in Table 4. The
process descriptions are accurate for the period fr^om 1978 through 1982.
-35-l,l I SCON February '1983
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TABLE 4: l,lastewaten Treatment Pl ant Faci ì itiesSDA-lJisconsin Lakes Study
Pardeevil ler.ï'isconsin (Swan Lake)p rl tna ny setf I I ngh'igh-rate tnìckl ing fiìterseconda ry settì i ngchl oni nati on(no process changes 1978-82)
Thlee Lakes, t¡liscons'in (Townl ine Lake)Wrotati ng bi o'logi cal contactorseconda ry settl 'i nganaerob'ic sl udge di gesti ons ì udge dry'i ng bedschl ori nati on(no process changes 1978-82)
Lac du Flambeau, l,ljsconsìn (Moss Lake)
(onigi nal 'lagoon was 11 acres in 1978,and was expanded to three ce'lìs total-i ng 17 ac nes 'i n 1979 )
Phil I jps, l^l'i:cons jn (Elk Lake)ffiloy¿-rate trickl ing filtersecondary settl i ngchl ori nat i onanaerobjc sludge cligestion(no process changes 197S-82)
(Butternut Lake)
(no process changes 1978-82; is nowaerated lagoon w'ith seepage pits)
Bi nchwood, l,li sconsi n (Bal sam Lake)ffi'secondary settl ingseepage pits(no process changes 197S-82)
Butternut, l,li sconsi n
pnìmary settl ingstabil'ization pondchl o¡'i nat'ion
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B. FIELD OPTRATIONS
Hatgr llampl es
Two or three sampìing sitesn one of which was the deepest site on a
ìake, were chosen for each lake. Lake sampling commenced as soon as
feasible after ice out (within a week aften spring tunnover) and terminated
at falI turnover. Eight sampfing trips r,rere made during this time period;
twice per month in July and August when aìgaì growths are generaìly the
most rapid, and appnoximateìy once pen month for the rest of the peniod.
During alì years an integrated, two-meter sample of the surface water was
obtained at each sjte by rneans of a .|.5 inch diameter PVC pipe. The sample
was taken by drawing a rubber stopper into the'lowen end of the pipe with a
ì ength of nyl on rope, securing the stopper' ìn position. l,lhere the ther-
moclìne ('ident'ified by means of a temperature probe read every meter) was
less than two meters, the ìntegrated sample was taken on'ly above the ther-
mocline. In addition to these sampìes, a volume proportional sample r,las
collected at the deepest s'ite during 1978, l9B0 and l98l. Based upon the
calculation of waten volume, and the percentage of the total water volume
each lake stratum repnesented, water samp'les were collected at l0-foot
intervals with a 2-liter Kemmeren water sampler, and composited to form a
volume proportional sample. To ìnsure that suspended sed'iments near the
lake bottom did not contaminate the sample,. the sampler rr{as ìowened no
closer than one meter above the sediments.
Grab samples of discharges from the Pardeeville (Swan Lake), Three
Lakes (Townline Lake), Ph'ilìips (Elf late) and Butternut (Butternut Lake)
wastewater treatment pìants were colìected during each samp'ling trip.
I{I SCON -37 - February l9B3
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Information on effluent flows was collected from records of the }{isconsin
DNR and/or from the treatment pìant operators. Since the phosphate
loadings frorn septic tank systems around a lake are scattered and generally
diffuse, individual septic tank systems were not sampled in this study.
Lake tributary and outìet samples were collected durìng many sampìing
trips. The s'ite locations and the years sarnpìed are presented in Table 5.
Additional sampìes were obtained duning the weeks of July 19, August 2
and August 19, ì982, for furthen nutrient analyses and for use in the algal
nutrient enrichmerit bioassays. These consisted of additional port'ions of
the ìntegrated surface sample at the deepest site of each lake.
All sampìe bottles were vlashed with phosphorus-free detergent, rinsed
with distilled water, and indelibly labeled with an ident'ification card
which conta'ined the location of the sampìe and the date, Bottles wene used
for th'is project on'ly and were labeled with a project'identification code.
trdater samples were preserved and stoned from the time of collection until
anaìyzed (Table 6).
Fi el d l-'leasurements and 0bservati ons
The date and tjme sampìes r{ere collected at the deep site, the general
weathen conditions, the air temperature and any unusua'l conditions were
reconded on field sheets duning each sampling tnip. Depth pnofiles of con-
ductivity, water temperature and djssolved oxygen were taken at the deepest
site on each lake at one meter intervaìs; Secchi dìsc depths were measured
at al I I ake s'ites (faUl e 7) .
Although Secchi disc measurements have been a tr^aditional parameter in
limnoiogical field studies for many years, its usefulness as a sunrogate
H I SCON-38.
February '1983
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Table 5:
Lake
Years during which inlets, outlets, and wastewatertreatment plants were sampled.
Years Sampled
Swan LakeFox River InletFox River Outlet,Pardeeville WWTp
EIk LakeIn1et from Lake DuroyOutlet to Long LakePhillips WWTP
Townline LalieTownline CreekSouthern InletNorthern OutIetThree Lakes WWTP
Balsam LakeBirch Creek InletOutlet to Red Cedar LakeInlet from Mud Lake
Butternut LakeButternut Creek InletButternut Creek OutletSpiIIer Creek InletButternut WWTPMud Lake In1etSchnur Lake Inlet
Enterpri se LalceWestern InletNorthern Outlet
Moss LakeOutlet to Lonqr Lake
TeaI LakeLynch Creek In1etTeaI River InletTeal River Outlet
Litt1e Bearskin LakeNorthwest InletBearskin Creek InletBearskin Creek Outlet
1978,
1978,
1980,
1980,
1981, !gB21981, ]-gB21981, I9B2
1981, LgBz19811981, ]-9B2
1981, L9g21981, !9921981, IgB21981, !982
1981, t9B21981, 7gB21981
1981, !9821981, tggz1981, lgg21981, t9B219811981
1981, IgB2L9B1, I9B2
1981, lgg2
1981, !9821981, !982L9B1, IgB2
l_981 , 79821981, lgB21981, l9B2
7978,
1978,
T978,
i978,
1980,
1980,
1980,
1980,
t978,
T978,
1980,
1980,
-gg-
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Table 6: Sample handling and preservation proced.ures.
Handling andParameter Bottle Type Preservation
Total Phosphorus Nalgene Stored at(amber, 60 mI) 4 deg. C on j-ce.
Nitrate+Nitrite-N Nalgene Stored at(amber, 500 ml) 4 deg. C on ice.
Ammonia-N
Total Kjeldahl-N
Alkalinity
Total Filterable Nalgene Filtered in thePhosphorus (amber, 500 ml) field (O.45¡m
membrane filter),Filtered Ammonia-N stored at 4 deg.
C on ice.Filtered TotalKj eIdahI-N
Filtered Nitrate+Nitrite-N
pH Nalqene Stored at4 deg. C on j-ce.
Chlorophyll a None Filtered in thefieId, (O.45;lmmembrane filter),filter stored atless than 0 deg. Con dry ice.
AIgaI Identification Glass Lugolrs solotion(amber, 100 ml) added in the field.
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TabLe 7: Physical and. chemical analysesperformed at each lake.
Deepest OtherParameter Site Site{s}Secchi Disc Depth + +
Surface'Temperature + .
Surface. Dissolved +Oxygen
Dissolved Oxygen +Profi Ie
Ternperature +Profi le
ConductivityFrofiLe
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measune of a'lga1 growth, chìorophyl I a and tr"ophic status remains a contro-
versìal subject (Car'lson, 1980; Edmondson, l9B0; Lorenzen, ì980; and
Megard, l9B0). The Secchi disc is designed to measure the transparency of
water; Secchi disc depth decreases as alga'l growths increase. Howeven,
numerous othen factors also affect the Secch'i disc reading:
e The Secch'i disc loses accunacy as aìgal growths become low.
o There is considerable variability among different observers.
o Light is attenuated by particulates other than aìgae,
e The s'ize of the particles suspended in the vrater column varies;thereby affecting light attenuation.
e The natural coloration of iake water due to the presence ofdissolved substances varies (e.9., brown lakes whose color origi-nates from naturalìy-occurring humic substances).
e Su rf ace 'l i ght i ntens i ty.
In evaluating the results of Secch'i disc readings it should be kept
in mind that the chlorophyll a should have an ìnver^sely proportional rela-
tionship wìth Secchi disc depth. If this is not the case, then any
observed increase (or decrease) in Secchi disc depth is most ìikeìy due to
a decrease (on increase) in light attenuation due to one of the other fac-
tors mentioned above.
Secchi disc depths ane usually recorded to the nearest foot or half-
meten, thereby intnoducing mone vagary into the measurement. A complete
discussion of the use of Secchi discs can be found in Hutch'inson (1957).
l¡lI SC0l{ -42- February 1983
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C. CHEMICAL ANALYSES
The ana'lyses performed on the surface water sampìe collected at the
deep site by means of the lwo-rneter integnated water sampìen uras ana'lyzed
for the parameters listed in Table 8; the integrated sarnples collected at
other sites on the lakes were analyzed for the same parameters, except for
alkalinity and total Kieldahl nitrogen. The volume pnopontional samples
were analyzed for only total phosphorus. All the analytical techniques are
presented in Table 9.
A pontion of the integrated surface samples collected from the deep
sites of the lakes during the fourtlr, fifth, and s'ixth sampling tnips Ìn'.l982,
was filtered in the field through a 0.45 !m merxbrane filter and ana-
I yzed fon the f o'l I owì ng:
a Total filterable phosphorusc' Fi I [ened ammoni a ni trogení' Filtered total Kjeldahl nitrogen (TKN)c Fi I tered n'itrate/ni tri te ni trogen
These data were used in the nutrient enrichrnent bioassay stud'ies.
D. LABORATORY BIOLOGICAL ANALYSES
Nutri eLt En rj_cllment llgg!¡ays
Nutrient enrichr'¡ent bìoassays r^rere conducted to ascertain which
nutrient(s) llmited the growth of algae'in the study lakes during the peak
productivity period of Ju'ly and August, 1982. For these studies, an addi-
t'ional portìon of the two-meter integrated samp'le was collected on the
scheduled sampìing trips during the weeks of "luly 19, August 2, and August
l^J I SCOH -43- February 1983
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Table B:
Pa ramete r
Water samples col lected for chemíca I ana lys¡s.lake samples vere tvo-meter íntegrated samples,treatment plant samples were grab samples.
Unless othervise specllied aland tributary and \dastevater
1978 tô 1O81 1 982
Deepest Othe rLa ke La keSite Site(s) Tríb. WWTP
Deepest Othe rLake LakeS¡te Slte(s) Trib. Wl-tTP
Tota I Phosphorus
Totâ I Phosphorus(volume prop. )
O rthophospha te
Nitrate+N¡tnite-NAmmon i a -N
Tota I Kjeldahl-N
Total FilteredPhospho rus
F i I tered Ammon la
Filtered TKN
Fi ltered Nitrate+Nirrire-NAlkalinítychlorophyl I a
pH
+
+
+(a)
Not App I icab I e
++Not Appl iceble
+-+-
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+(â)
+-+-
+(a)
+(b)
+(b)
+(b)
+
+
+
+(c )
+(c)
+(c)
+(c)
*¿
+
+'
+
+
.t
+
+
+
(a ):(b):(c):
Not in 1978.Not in 1978 or 1980.Peak product ¡vi ty samples. only on the 4th, 5th and 6th sampl ¡ng tr¡ps, 1982.
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Table 9: Procedures for ana lyses performed on vater samples,
Tota I Phosphorus
Orthophosphate Phosphorus
Nitríte + Nítrate Nitrogen
Ammonia Nitrogen
Total Kjeldahl Nitrogen
Alkaliníty
pH
Dissolved Oxygen
Chlorophyl I a
Phytop lankton ldent í f icat íonand Enumerat,ion
Transpa rency
Standa rd Methods ( 1978 )EPA Methods (1979-'t982ì
Strickland & Parsons: Murphy & Ri leyTechnique (1978)EPA Methods ( 197!-1982)
Strickland & Pãrsons: Cadmíum-Reduction Method (1978)EPA l,lethods | 1979-1982)
Standa rd Mcthods: I ndopheno I
Me thod ('t979 |EPA Methods (1979-19821
EPA Methods ( 1978-1982)
APHA et at. (19751u.s. EPA ( 1979)
Strickland & Parsons (1968)
u.s. EPA (1979)
Str¡ckland & Parsons (1968)
u.s. EPA (1979)
APHA et at. (1975)
u.s. EPA (1979)
U.S. EPA 11976 and 1979)
APHA et at. 11915)
/\PllA er a l. 11975J
Stanclard Methods: Títrimetric APHA et al. (19751Method s
Standard l,lethods: Glass Electrode
Standard Methods: Winkler Methodv/i th Azide Mod if icationStandard Methods: Trichromatic Methods APHA et al. (1975)
Standard Methods: Sedgevíck Ral"ter Cell API1A et al. (1975)
Secchi disc
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.l6. Triplicate cultures of Selenastrum capricornutum were established for
each of the follow'ing additions for each lake:
l. Controls: no additions, lake water on'ly.
?. Enriched with 50 ug P/L using KHZP04.
3. Enriched with 300 ug N/L using ammonium nitrate.
4. Enniched with 50 rg P/L and 300 ug N/1.
5. Enriched wìth 2 ¡g/L Si02, using NarS'i0, x HrO.
6. Enriched with 1 mL tnace metal solution, no EDTA.
7. Enriched with 1 mL tnace metal soìution, EDTA added.
8. Enriched with 50 þg P/1, 300 rg N/1, 2 ng/L Si02, 1 mL trace
metal solution, and EDTA.
A Turner l,lodel I I I fl uorometer vlas used to neasure fl uorescence. A gi ven
nutrient, or set of nutrients, was consjdered to be enriching if it pro-
duced at least 25 percent greater fluonescence than the controls during the
fi rst àeven to ten days of the study" The three sets of experiments were
conducted for ìì, 12, and 20 days, respective'ly.
Al gal _ Identif ica:L'ion -and Englerqtion
One sample per ìake, taken at the deepest samp'ling site, was col'lected
during each sarnpìing trip for jdentification and enumenatjon of the algal
species. Samples wene obta'ined from the lake surface by means of the two
meter integrabed waten sampler and wene preserved in Lugol's solutjon"
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E. STATISTICAL ANALYSTSl
Three forms of statistical analysis r,rene penformed; (j) covariance
analysis for each test lake separately, (ii) combined covariance analyses
for alì test lakes, and ('iii) mul'[ivariate ana'lysis obtaìning mu'ltiple conr-
parison estjmates for pre- and post-ban differences of interest.
Comparisons wene made between the test and reference lakes using the
ìogarithms of the measunements of total phosphonus (TP), Secchi disc depth
(SD), and chlor"ophyl'l g (Chl .g). For each of these forms, an analysìs was
done for the data from Site 1 (the deepest portion of the lake) and the
avenage of logarithms of Sites 1 and 2.
Covariance Ana_lysis for Each Test Lake
For each test ìake, a covaniance anaìysìs rvas penformed us'ing the
model:
log yti = [o * Ê1 log y.. + cZ Bi + Ei
whe re:
yti represents the 'i-th observation on the test lake
yri represents the corresponding i-th obs.envatìon on thereference lake
Bi is a durnmy varjable with value 0 for pre-ban obser-' vations and value I fon post-ban observations
In this analysis,the quantity of interest i.s,r, which repnesents the post-
ban shift in the test lake response after the modelled relationship with
the reference lake has been considered.
lThe stat j st'ical analyses were conducted by John ld. l,li I k'i nson, Ph.D, ,Rensselaen Poìytechn'ic Inst'itute, Troy, N.Y.
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Combined Covariance Anal.vsis for All Test Lakes
For a simultaneous examination of all test lakes, a covariance analy-
sis was performed using the model:
los vri = 3o + Ê1 loe Jri - r!,
oj Dji - r!,
,j Dji log yri
6+ S Bi + f . D.. B. + F
¡=f 'i -ii "i -i
where:
and
] as follows:
q%D3&q5%Swan100000Balsam 0 1 0 0 0 0
Butternut001000Elk 0 0 0 1 0 0
Enterprise 0 0 0 0 1 0
Moss0'00001Townline 0 0 0 0 0 0
In the above model, looking at groups of terms from left to right, the
f- O for pre-ban observationsBi =
f-]. fo. post-ban observations
i- O for pre-ban observationsDii =f
l' for post-ban observations
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interpr^etation is as follows. The log test ìake nesponse can be considered
as the sum of a generaì'intercept, â linear component relatìonsh'ip with the'log refenence lake response, an adjustment in the intercept for the speci-
fic test ìake, an adjustrnent in the s'lope for the specific test ìake, an
adjustment in the generaì intercept for the pre/post-ban, and an adjustment
in the'intercept fon a specific test lake for the pre/post-ban. An analy-
sis pantitioning the test lake response variability into assignable sources
ì n the order I i sted was penformed,
Mu]ti variats Alaly:i s/Mul ti pl e Comp_ani sons-2
A generaì mul'[ivariate analysis taking into account the covariance
structure of the data v¡as carnied out. It compìements the preceding two
anaìyses by using statistical procedures which account for poss'ible corre-
lation of the measurements.
To this end, the measurements fon total phosphonus for a given lake
and year were considered to be a single multìvariate variable, or vector,
for purposes of analysis. For each post-ban year, the vector analyzed
actualìy cons'isted of the d'ifferences from the cornespond'ing sampling times
for the singìe pre-ban year. In one ana'lysìs, the test lakes and the
reference lakes þlene considered 'together, In another ana'lysìs, the test
l akes r{ere consìdered sepanate'ly. In eithen case, the vectons of d'ifferen-
ces Ìtere analyzed'in a two-way tabìe in which the entrjes wene identified
by lake and by year. Sìmultaneous confidence intervals on the djfferences
were also constructed. Several analyses were done for the logarithms (to
Zþle r.¡ould like toT.A. Delehanty wÍth
r^l I SCON
acknowledge the assistance of A.S. Paulson andthis mult'ivariate anaìys'is.
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base 10) of Site 1 measurements, and for the average of the'logged Site 1
and Site 2 measurements. The analys'is was repeated for chlorophyll a and
Secch'i dìsc depth. A deta'iled descnìption of these analyses is given in
Appendix B.
A similar anaìysis was also perfonrned for each test lake us'ing the
d'ifferences of the logarit.hms of the test lake measurernents and the
corresponding reference lake measurements -- in a sense, an anaìysis of the
test lake data adjusted for potentia'l re'lationship with its conresponding
reference lake.
In additìon to the above, simu'ltaneous confidence intervals were
constnucted for differences of the yearly averages between the post-ban
years and the pre-ban year.
F. PHOSPH(IRUS LOADING ESTIMATES
Phosphotus loadings to a lake can be segmented'into tributary input,
direct drainage and atmospheric input. The tributary input would result
from any runoff f,rom areas which eventua'lly terminate into a stneam
dra'ining into a lake. I,iastewater-der"ived jnput would account for both
sevrered areas which have discharge poìnts into the lake direct'ly, or a tri-butary to the ìake, as welì as septic tank/tile fie'ld system seepage or
systern fai I ure. Di rect drai nage woul d ari se fnom areas di rectly adjoi ni ng
the lake shoreline, aneas which do not drain to a lake tribuLary, but
rather drain to the lake itielf. Fon atrnospheric load'ings, onìy the wet-
fall and dryfalì which enter the lake surface area direct'ly are included.
Thus, the total of these inputs would compnise an estimate of the combjned
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phosphorus loads to a lake from various sources. A contplete description
of the calculations involved in estjmating phosphorus loads
during this study are presented in Appendìx C; the gener"a'l procedures are
described below. ll,l'ith these phosphonus loadings available for the deci-
sìons regarding waber qua'lity questions can be more adequate'ly addressed,
Phosphorus loadings to a lake can be segmented into tributary input,
dì rect drainage and atrnospheric 'input. The tributary "input would result
from any runoff from aneas which eventualìy termjnate into a stream
draining into a lake. Wastewater-derived ìnput wouìd account for both
sewered areas which have djschar"ge points into the lake directìy, or a tri-butary to the ìake, as well as septic tank/leach system seepage on system
fajlure. Direct drainage would arise lnom areas dìrectly adio'in'ing the
lake shoneline, areas whjch do not drain to a lake tributany, but rather
drain to the lake'itself. tor atinospheric'loadìngs, on'ly the rvetfall and
dryfall which enten the lake surface area directìy are included'in this
category. Thus, the total of these inputs would comprise an estimate of
the conlbined phosphor"us loads to a lake from various sources. A cornpìete
description of the calculations jnvolved in estimat'ing phosphorus loads
during this study are presented in Appendix C.
The ar^eas drajned by streams and lakes, and land use aneas, wene deli-
neated by surface morphoìogy as provided in the most recently updated
U.S.G.S. topograph'ic maps.
Stneam flows were determined utiliz.ing data presented'in the hydro-
ìog'ic budget sections of the U.S.G,S.-Univers'ity of ll{isconsjn Geologicaì
and Natural History Survey hydroìogic atìases (0ìcott,1968; Young and
Hi nda'11 , 19721, and 0akes and Cotter, 1975) , supp'lemented by norma'li zed
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stream flows calculated by the U.S.G.S for the National Eutrophìcat'ion
Survey (NES) and Nat'ional 0cean'ic and Atmospheric Admj n'istration (N0AA)
monthiy precipitation neports for t.l'iscons"in.
The procedure for determìning runoff quantit'ies ancl flows involved
cal culating a runoff to pr"ecip'itatìon ratio for each year. The value of
thjs ratio for an average yean's pr"ec'ip'itation vvas obtained from the
U,S,G.S.-Universjty of l,.ljsconsin Geologicaì and Natura'l History Survey
hydro'logic atlases or from strearnflows pr^ovided by the U.S.G.S. to the NtS,
To conrect fon the diffenence between the precipitation of a test yean and
that of an average year', an assumption was made that the pr^oportion of
runoff to precipitat'ion could be mocleled by the average basin data for dry,
average, and wet years.
Lake trjbutany phosphorus Ioad'ings rlrere estimated usìng fIows and the
rnean yearìy phosphorus concentnations of the tr"ibutaries. For streams
..recei v'i ng muni ci pa'l waster¡rater treatment pl ant ef f I uents, the I oadi ngs
attributed to the streams were determjned by subtract'ing the treatment
plant load'ing frorn the tobal measuned stream load.
Loadings to treatment pìants r,rere assumed to be 1.36 kg P/yr(3.0
lbs P/cap/yr) for untreated wastewaten contaìning detergent phosphorus and
0.96 kg p/cap/yr(2.1 lbs P/cap/yr) for untreated wastewater wjthout detergent
phosphorus (SDA, unpub'lished data). Phosphorus removals due to treatment
þ/ere considered to be 10, 20, and 90 percent fot'pt''irnary, secondary, and
chemical phosphorus rernoval treatments, respectìve'ly, and 100 percent for
seepage cells and lagoons.
No direct field measurements were made
loadings, thenefore several assumpt'ions were
of septic tank/tile field
rnade. The resul ts of the l9B2
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shoreline survey (SDA) were used to estimate the number of septic tank/t'iìe
fieìd systems jn use. The survey results are presented in the lake
descniption section. All lakeshore dwellÍngs (hornes and cab'ins), resorts,
and camps were assumed t,o have septic tanks (undoubtedly an overestima-
t'ion). Resonts and camps were consídered to be the equ'ivalent of 10 and 20
dwellings, respectively, and to have seasonal occupancy on1y. 0ther
dwel'lings were est'imated to be 50 percent seasonal and 50 percent year-
round residences. A year'-round occupancy of 2.5 persons was assumed for
each dvlel'l'ing or dwel I'ing equì val ent; seasonal occupancy was cons'idered to
be four months pen year. The per" capìta phosphonus load to septic tanks
was assumed to be the same as fon mun'icipal treatment plants. (The value of
1.36 kg P /cap/yris probabìy hi gh for seasonal res'idences whi ch may not
have laundry facilitjes or other modern applìances). A phosphorus removal
of 90 percent before the discharge entered a lake was used for non-fa'iìing
septi c tanks, wheneas fai I ì ng sept'ic systerns r,.lere consi dened to have no
phosphorus removal capability. A septic tank failure rate of 10 percent
''{as used.
For atrnosphe.rì c phosphorus I oadì ngs (both wetf al I a.nd dryfaì ì ) , the
value of 0.175 kg P/\a/yr reported in the NtS studies was used s'ince'it
appeared to be a conservative value. More recent studies (Reckhovr et al.,1980) conc'lude that the NES value probabìy underestimated the actual
loadings, l,leather statjons lvere chosen on.the basis of precipitatìon data
prov'ided in the U.S.G.S. - Universjty of Hisconsin Geologica'l and Natural
Hìstory Surveys (0lcott, l968; Young and Hindall, 1972; and Oakes and
Cotten, .l975), and the average (year) pnecìpitatìon data in N0AA climatolo-
gi caì reports.
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Direct dnainage (the area surrounding a ìake which contributes runoff
di rectly to the lake rather" than a tributany) 'loadìngs r,lene calculated
using export coefficients compiìed by Reckhor¡¡ et al. (1980) and the nespec-
tive coeff icients were app'lied to spec'if ic land use areas. The choice of
coefficients was based on precipitat'ion and nunoff quant'ities, the areal
extent of ind1vidual land use types, soìl and geologicaì data from the
U.S.G.S.-Universìty of Hjscons'in Geologicaì and Natural H'istory Sunvey
atlases (0lcott, 1968; Young and l-l'indall , 1972; and Oakes and Cotter,
1975) , soiì survey neport,s (l,l'iscons'in Geo'logical and Natunal H'istory
Survey, 1916 a,b, 1927,1947 and 1959; and U.S.D.A., 1978), types of vege-
tation, and field observatiolts. The export coefficients rrlene genera'lìy
chosen from the lovrer end of the concentration range presented in the
litenature whenever data from mone than one study were ava'ilable, thereby
yielding conservatively low estinates for direct runoff.
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IV. Resul ts
A. TOTAL PHOSPHORUS CONCINTRATIONS, CHLOROPHYLL A CONCENTRATIONS, AND SECCHI
Tables E1 and E2 summarjze the total phosphorus and chlorophyll a
concentrations of samples collected in the fjeld and Secchi disc depth measurements
made in the fjeld. Table El contains the average values for these parameters from
Little Bearskin Lake, a reference lake, and'its respective test lakes: Enterprise,
Moss, Swan and Townljne Lakes. Table E2 contains the same ìnformation on Teal Lake,
a reference lake, ancl its respecti've test lakes: Balsam, Butternut, and tlk Lakes.
Figures 1-3, A-E in Appendix E are graphica'l presentations of the rnonth'ly mean
values of the three parameters. The follorving js an overview o't the changes jn
these parameters.
Ljltle Bea-rskin, Enterplise, l"loss, Sw{n, a.nd Townline
In Little Bearskjn Lake annual mean total phosphorus concentrations were
consistently higher (average of 40 percent higher) in the ban period (1980-82) than;
before the ban (1978). Chlorophyll a levels were in genera'l, slightly higher during
the ban period. Secchj disc depths were an average of about 20 percent greater.
In the ban perìod total phosphorus concentratjons r^¡ere much greater (more than
doub'led) ìn Enterprise Lake than in the pre-ban period. Moss, Swan, and Townline
exhibited higher phosphorus concentrations'in the first full ban year, 1980, but by
1982 all three exhibited reduced phosphorus.concentrations compared to the pre-ban
samp'ling year. This trend jn these latter three jakes did not appear to occur in
Ljttle Bearsk'in Lake, the reference lake.
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Chlorophyll a concentrati0ns averaqed about 50 percent h'igher in tnterprise Lake
during the ban period compared to the pre-ban period. Chlorophyll a concentrations
remained relatìvely unchanged in Moss Lake throughout the study. Chlorophy'I1 a
concentratjons viere higher in the Swan Lake during the first two ban years,1980 and
i981, but were s'l'ightly lower in 1982 compared to the pre-ban perìod. In Townline
Lake, a very sf ight 'increase in chlorophy'll a was observed in the first tv¡o ban
years, but a declìne relative to the pre-ban period was observed in 1982, the th'ird
year of the ban.
Secchi dìsc depth measurements averaged about 20 percent greater in LittleBearskin Lake in the ban period compared to the pre-ban perìod. Simjlar'ly,
Enterprise, l,loss, and Townline Lakes also exhibited greater Secchi disc depth
readìngs in all three ban years,1980-82. Swan Lake, after exhibjting an increase
'in Secchi d'isc ctepth in the f"irst full ban year, 1980, showed reduced read'ings the
succeeding two ban years
Tea1,, Balsam, Butternut, qnd Elk Lakes
Teal Lake, a reference lake, exhibited hìgher 'lotal phosphorus concentrations
in all three of the ban years compared to the pre-ban period. Chlorophy'll {concentrations were relatìve'ly the same in 1978 and 1980 in Teal Lake, but were
h'igher in 1981 and i982. Secchi disc depth readjngs were'about 50 percent higherin
1980 compared to 1978, but declined to about 1978 levels by 1982.
Simjlar to Teal Lake, bolh Balsam and.Butternut exhjb'ited hjgher total
phosphorus concentrations in the ban period compared to the pre-ban period. tlk
Lake exhjbited higher total phosphorus concen'[rations in 1980, but the concentra-
tions in i9B1 and 1982 were lower than pre-ban levels.
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Both Balsam and Butternut exhìbited higher chlorophyll a concentrations jn
1981, but lo\{er concentrations in 1980 and 1982 comparecl to pre-ban concentrations.
Elk Lake exhibited chlorophyll a concentrat'ions more than double the 1978 levels in
al I three ban years
All three test lakes (Balsam, Butternut, and Elk) exhibited greater Secchi disc
depth measurements in all three ban years compared to the pre-ban perìod.
The data obtajned on the three parameters during the field study were
stat'ist'ical ly ana'lyzed to cletermine if any improvements or deterjorat jons beyond
those observed in the reference lakes occurred ín the test lakes. The results of
that analys'is are presented'in Section C
B. ALGAI" COUNTS AND NUTRIENT TNRICHI'ITNT BIOASSAYS
StatjsLical _Analysis ol-j-lçlal Identificatjon and Inumerat'ign Data
F'igures GIA through G1E (Appendix G) show the temporal varíatjon in green algae
over the course of the study. The monthìy means of the counts of green algae are
plot.ted. Figures G2A through G2E are sinlilar pìots for bìue-green a1gae. It'isreacliìy apparent from these figures that both qreen and blue-green a'lgae steadììy
increased in numbers in both test and reference lakes throughout the study.
Ana'lyses were conducted on 'logarithms of blue-greens (ln BG), logarithms of
greens (ln G), p = BGIBG+G) and ln [p/(l-p)]. The transformations, where used, r{ere
for obta'ining better agreement with the distributjonal assumptions for the varjous
analyses. The use of log'istic transformat'ion, 'ln [p/(]-p)], v¡as of marg'ina1 value.
Tables Gl an<J G2 (Appenclix G) represent covariance analyses like those done for
total phosphorus, chlorophyll a-, and Secchi d'isc depth, 0bserve in Table Gl, for
all measurements consjdered, that Lhe apparent tracking of the test lakes by the
reference lakes js accountìng for a substantial amount of the total variabil'ity.
Even so, except for the greens, the post-ban effect is statjstjcalìy significant
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(a'lthouch not dramatícalìy so). In Table G2, you will observe that this post-ban
effect'is primarily assocíated rvith Elk Lake, wjth Butternut also appearing for the
blue-greens. In both'instances, the dìrection is associated with increases in the
blue-greens that þJere greater than corresponding reference lakes
Nutrient Enrichment Bioassays
A summary of the results of the 1982 nutrient enrichment bioassays conducted
us'ing samples from all test lakes is presented in Table 10. When'interpreting the
bioassay resu'lts, it should be kept in mind that if the P and P+N treatrnents (but
not N) induced a'lgal growth, then phosphorus was most l'ike1y the causative agent;
s'imilar'ly, whenever both the N and P+N treatments (but not P) showed aìgai growth
stimulatjon, then the addit'ion of nìtrogen was most'lìke1y the causative factor.
In mid-Juìy, stirnulation was observed in only Balsam Lake and Elk Lake water
samples. Both lakes supported'increased a'lga'l biomass v¡hen enriched wjth silicate
alone,.or an addjtjon of phosphorus and nitrogen. Additionalìy, phosphorus alone
stjnrulated aìga1 qrowth in Balsarn Lake during the mid-July period.
In early August, phosphorus enrichment alone yie'lded ìarger standing crops in
waters from Balsam, Butternut, Elk, and Enterprise Lakes; nìtrogen additjons alone
increased gro,rrth in Townlìne Lake; simultaneous addit'ion of phosphorus and nitrogen
stimulated biomass levels in Balsam, Butternut, tnterprise, Moss, Swan and Townljne
Lake waters. In additìon, trace metals appeared to be stimulatory in Butternut Lake
wa te r.
The results of the mid-August tests vrere very sìmìlar to the ear'ìy August
experinents. Hower¡er, silicate alone stimulated growth in tlk Lake water and
nitrogen alone'in Townline Lake l^iater, and trace metals no longer were observed to
y'ieìd greater algaì b'iomass in Butternut Lake. tlk Lake water was stimuìated by
phosphorus as wel I as a phosphorus and nitr^ogen add jtion. Lastly, Tor¡¡nl jne Lake
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Table 10:
0PN
P&N
SiTM
Lake
Results of nutrÍent enrichment bioassaysconducted in 1982.
Key (a)
No effect observed by any treatment.Stimulation with phosphorus enrichment.Stimulation with nitrogen enrichment.Sti-mulation with the simultaneous aciditionof phosphorus and nitrogien.Stimulation with silicate enrichment.Stimulation with trace metalenrichment.
Week of Samplins, 1982
July 19 August 2 August 16
Bal sam
Butternut
Etk
Teal
P, P&N, Si
0
P&N, Si
0
P,P&N
P, P&N, TM
P
P, P & N
&N, Si
6(N
P,P&N
P,P&N
P,P
P,P
Enterpri se
Moss
Swan
Townline
LÍttle Bearskin
o
0
o
o
P&N
P, P & N P, P & N
&N
&N
P&
&N
P&N
P&N
P&N
N, P&N
N,
P,
P
P
P, N,
P,N,P
N
,si
(a), A combination of P andsuggests phosphorus orre spective Iy.
P&N, orNandP&N,nitrogren stimulation,
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a'lso responded to a phosphorus addition (as well as a nitrogen and phosphorus and
ni trogen add'i t'ion ) .
A comparìson of the nutríent enrichment studies, algal counts, and chloro-
phy'l1 a analyses provides valuable'insights'into alga1 community dynam'ics in these
lakes. llle are espec'ia'lìy interested jn Swan Lake since more than 10 percent of Íts
1978 phosphorus load could be attributed to detergent phosphates.
In Swan Lake, a bloom consisting of two diatoms (Cyclotella and llsgj-larje) and
a cryptophyte (Cryptomona.s) occurred in earjy May, 1982, fo'llowed by a lesser growth
of blue-greens (Anabaen{ and Aphanizomq¡pn) and a green alga (Ankistrodesmus) in
June. Durìng the months of Juìy, August and September, the lake's waters were
dominated by bìue-green algae, y¡ith peaks jn late July of Anabaena and Chrooc_occus,
and in mid-September of Apheli¿lrìgryI- and Chroococcus; betleen these blooms, a
significant decline in cell numbers was observed (m'id-August). The nutrient
enrichment bioassays, aìgai counts, and chlorophyll a analyses agreed well. The
numbers of algal cells and chlorophyll a concentrations stabilized'in late Juìy and
remajned fairly constant throughout August. Thìs was the period when bioassays
i nd j cated that an addi tion of both nì trogen and phosphorus rìras necessary for a'lga'l
growth to be stjmulated. It would be approprjate tr: conclude that both nitrogen and
phosphorus are ìniportant nutrjents for thjs lake
c. !uI_srl_cA!_ J_ryausrs oI rornt pHospHo
CONCTNTRATiOI'IS, AND STCCHI DISC DTPTHSl
Covari ance þalys'is_ for Each Test Lake
Table 11 lists the saljent features of t.he covariance analyses for the
lThe stati st'ical ana'ìyses v¡ere conducted by John t{. l^li I ki nson , Ph. D. , Renssel aer
Polytechnic Institute, Troy, N.Y.
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lable 1I. &variance analysis, Site 1, i,¡tCividual test l.akes
InterceptI
Past-BanChange in I
wïSlope Std Error
of Slopepz (1)
vmz (2)
Rl v.¡rStd Errorof 'nII
S¡ran
Balsam
Butternut,
Elk
Erterprise
Moss
Tcr,¡nline
TPSDChI a
rPSD
ChI a
TP(:ñ
Chl a
T"SD
ch1 Ê
TPSD
ChI a
TPSD
Ch1 a
TPSDChI a
1.44.89.99
.73
.3r1.08
1.46-.011.46
1. s6.03.85
-.33.06
-.16
.15
.24
.88
.331.06
.01-.01
.26
-.04.07
-.20
.IJ
.10
.01
-.02't 1*
.30
.20
.04
.13
.03
.08
.04
-.07.22*
-.10
.L2
.08
.L7
.09
.05
.18
.10
.06:2L
.08
.051e
.L2
.06
.12
.11
.05
.1r
"08.051)
.L7-.08
.42
.61*
.53*
.24
.L7
.62't-.14
.I5
.40*
.01
1.08*.96*.95*
1.06*or*
.40r.
.52*
.221É.¿)
.24
.24
.18
.L2
.14
.2L
.14
.L7-¿J
.11
.14
.18
.22
.24
.L7
.19
.13
.14
.14
.2I
.13
.02
.01
.00
.47
.40
.05
.08
.390.1
.06
.33
.00
.44
.32
.51
EA.JJ
.63
.2L
.00
.00
.08
.00
.04-04
.05
.06
.00
.00
.15
.11
.05
.01
.42
.00
.03
.00
(1)
Q)
R¡12 represents proportion of variability explained, by relationship withreference lake.
ffi.2¡Jl represents the increase Ín the proportion of .variability erplainedduced by the ban.
.30 .02
.I2 .35
.L2 .02
the covariate
by any shift intro-
* Statistically signifÍcant at at least the 5* level.-61 -
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ìogarìthms of the responses for the individual test lakes for Site 1 data.
The est'imate for the. change jn the intercept assocìated v¿ith the post-ban
period is the feature of greatest interest. 0n'ly for Elk and Townline
Lakes fon Secch'i disc depth'is this change stat'istica'lly signìficant. Part
of thjs may be attributed to the small sampìe sizes and the'large variabi-
lity, encouraging an examìnatìon of the test lakes simultaneous'ly using a
"dummy variable" approach. This anaìysis 'is described below.
Combined Covariance Analysis for All Test Lakes
l,{hen considerìng a covariance anaìysìs of all test lakes simultan-
eously, additjonal degrees of freedo¡n become available for statistical
testing punposes, gìv'ing a gneaten capabiì'ity of detecting differences.
Centajn additjonal assurnptìons are needed to use th'is method. However, an
analysjs of the residuals after fitting the model did not suggest that,
these addit"ional assun"rpt'ions lvere unreasonabl e.
Separate anaìyses were perforrned for the logarithms of Site 1 data
on.ly and for the averages of the ìogarithrns for Sjte l and Site 2 data.
The latter disp'layect sl ightly less variabil'ity than the formen and for the
sake of brev'ity and wì'¿hout loss of clarity, it is the only analysis that
ì s reported.
'lable 12 prov'ides a summary of the analys'is of variance for each
of total phosphorus (TP), Secchi dìsc depth (SD) and chlonophyìi g (Chl g),
Fon the conrected total sum of squares, the var"iabiìity was partitioned
sequentialìy into the follovring components: reference ìake, intercept
adjustment for different test lakes, adjustment of slope of reference lake
varjables for djfferent test lakes, and fìna'11y, inLercept adjustment for
H I STON -62- February ì983
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Table 12: Ana'lysis of varjance
loEarithms of SÌte L
of the average of the
and 2 data.
Test
Lake Measurement S. S. D. F.Mean
SquareTest
StatÌ sti c R2 R2
Refere'nceLake
I nterceptAdjustmentfor Test
S1 opeAdjustmentfor TestLakes
InterceptAdjustmentfor Post/Pre-Ban
Resi dual
5.471.14
.85
5.435.639.66
2,26.31
?.29
.45
.461.02
8.273.49
25.37
5,471., i.4
.85
.91
.941 .61
.38
.06
.38
.064
.066
.146
.041
.017
.J25
243 .9*67. L*6,8*
22.?*55.3*12.g*
9.3*?Ã*
3 ,0*
1.63.9*r.2
TPSD
chl
TPSD
cht
a
a
1
1
1
666
656
203203203
,25.10.02
.25
.51 '
.25
.25
.10,a?
,L0.03.06
TPSD
Chl a
.t2
.04
.02
77
7
TP5Dehl .a
TP.SD
Chl a
.50
.61
.27
.60
.64
.33
.62
.68?Ë
*Stat'istically sígnificant at at least lhe 5'/" 'level.
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Table 12:
Measurement S. 5. D. F.
Analysis of variance of the average of
logarìthms of Site 1 and 2 data.
Test
the
Lakeþlean
SquareTest
Statisti c R2 R2
ReferenceLak.e
I nterceptAdjustmentfor Test
SI opeAdj ustmentfor TestLakes
Intercept,Adjustmentfor PostlPre-Ban
Res'i dual
TPSD
Chl a
TPSD
chl
TPSD
chl
TPSD
Ch1 g
TPSD
Chl a
5.471.14
,85
.91
.941 .61
.38,06.38
.064
.066
.146
.041
.017
. 125
243.9*67. 1*6.8*
22.2*55.3*L2.gx
o?*3 .5*3.0*
1.63 .9*L.2
.25
.10
.42
.25
.10
.02
.50
.61
.27'a
656
77
7
a
5.471.14
.85
5.435.63I .66
2.26.31
2.29
.45
.46t.02
8.273.49
25.37
1
1
1
666
.25
.51
.?5
.60 .10
.64 .03
.33 .06
.62 ..A2
.68 .04,35 ,02
203203203
*Statistically s'igniflcant at at least lhe 5% Ïevel.
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post/pre-ban effect. Another way of expressing this is that one adjusts
the total test lake nesponse variabil ity for potential relat'ionship w'ith
the correspondi ng reference l ake response and forindi vi dual test l ake di f -
ferences and then exarnines for the effect of ìmposìt'ion of the ban. Only
the Secchi disc depth measurement shorved a detectable variation betr*een the
pre- and post-ban values at a five percent level of significance. The
neaden should refer to the Methods Sectjon (Fie1d Measurernents and
Observations) for a discussìon of the use of Secch'i disc readings jn esti-
mating aìgal growths and a lake's trophic status.
Some additjonal'information of potentia'l interest Lhat can be obtained
from Table 12 is the pnoport'ion of the variabiìity expla'ined by various
groups of terms in the model. Those ane summarìzed'in Table 13.
Aìso by inspection of the colurnn under n2 in Tabìe 12, one can assess
the proportion of variability in the clal:a explained by the model, The
rnodel appeârs to do much better in this respect for total phosphorus (.62)
and Secchi disc depth (.68) than'it does for chlorophyll a (.35).
Tab'le 14 I 'i sts each test I akes ' esti rnates of the sì ope coef f Í cì ents
for the corresponding reference Jake as rvell as estir¡ates of the arnount of
shift in the model aften the ìmposit"ion of Lhe ban" The esbjmated standard
dev'iations of these estimates ane ì'isted in parenthesis. Asterisks (n) are
used to ind'icate statistjc.al sign'ificance at, at least the five percent
I evel. .
A shift associated vrith the ban was detectable at the five percent
level in onìy 4 of the 21 cases, namely for total phosphorus in tnterprise
Lake, Secchi dìsc depth'in Elk and Townline Lakes, and chlorophylì a in
Elk Lake. In two of these cases, total phosphorus for Enterprise Lake and
r,t r sc0N -64- February .l983
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Table l3: Proportion of yaria-bility explained by varÌous sourcesr
Proportion of Proportísn of Totöl
source Measuremenr, vaniabil;,:å.ï-otained variabilitv
-65-
Reference LakeCova ri ate
Test LakeD'if f erences
TPSD
Chl a.
TP
SD
ehl a
0.4CI0. L50.06
0,570.79û.86
4.250,10t.02
0.350.54CI.30
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Table 14: tstimates of the post/pre-ban shift and slope-coeffic'ientfor cornesponding neference lake for the a"renage of thelogarithnrs of site I and site 2 data.
SD Chl aTD
P ost/P reÀ Intercept
P ost/P re
^ Intercept
Post/Pne Sì opeI Intercept
Sì ope Sl opeLake
Swan
Bal sam
Butternut
Etk
Enterprise
Mos s
Townl i ne
-.08(.0e)
-.01(.09)
.06( .09)
-.09( .09)
.22*( .09)
-.07(.09)
-.03( .03)
.35*(.16)
.55*(.i1)
,17 -
(.11)
.18(.11)
.87*(.16)
1.05*(.11)
,65*(.17)
.05(.07)
.10( .06)
.10(.06)
.17*(.06)
.08(.06)
.11(.06)
.08*("03)
.11(.19)
Ãr*.JL
(.17)
.6 3*(.17)
.38*(.17)
1.02*(.17)
.48*(.19)
.60*(.14)
.14(.15)
-.15(.15)
.0L( .15)
,33*(.15)
.08(.1s)
-.03( ,15)
-.01)( .06)
-0. 1
(.19)
.45*( .20)
.ûg(.20)
"07( .20)
1 .04*(.23)
.25(.24)
.59*(.18)
* Stat'isticalìy sign'ificant at at least the five percent level
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chlorophyll a fon tlk Lake, a posit'ive direction in the post-ban shift is
not someth'ing that could be attributable to the ban. Hence, from this ana-
1ysis, the only effect that appeêrs to be assoc'iated with the ban ìs for
Secchi disc depth. The relative magnitude',of th j's shift is approx'irnateìy
ì0 pencent, and, a'lthough statìstically significant, a question could be
ra'ised about the meanìngfulness of its significance. Again, the reader
shoul d refer to the l'lethods Section (Fìel d l4easurements and Observat'ions)
fon a discuss'ion of the accuracy of Secchi clisc readings in estimating
alga'l growth and a lake's trophic status.
The number of sl ope estimates that are stati st'ica1ìy s'ign'if i cant is an
indicator that the relatìon of the refenence lakes to the test lakes is
accountìng for a statjst'ically :ignificant
proportion of the variability.
These data wene useful 'in making the analys'is more sensit'ive. Howeven, the
amount oî vaniability nol expìained hy this relationsh'ip is 'langer st'il'1.
l'ltrJ t i v a q i,Tlg*ln a I y s i s/]u I t i. p.l g lgg¿q¡i :ott.s.
The estilnated differences for conresponding dates between post- and
pre-ban measurements and their sirnultaneous confidence intervals are best
presented graphicalìy, Figure 3 shov¿s the results for the three anaìyses.
using Site 1, and Figure 4 the r.esults for the three ana'lyses comb'in'ing
Sites L ancl 7 for test and reference lakes combined, Figures 5 and .6 pre-
sent simiìar analyses for test lakes onìy. For each responsE variable and
yean, the left curve is the lovier confidence bound, the m'iddle curve the
estirnated contrast ,/a'lue, and the n'ight curve the upper conf idence bound,
A vertical "no effect" ìine passes through zero.
It is clear fron F'igunes 3 and 4, and 5 and 6, that the ban has not
þ,lI SCON-67 - February l9B3
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Chlorophyll a Secchl Olsc 0epth
rgB2
r98r
t980
- -0.s0 . .0..sû r.so -2.00 tilårrrS,oovrrrboo
2.00 -0.40 conli!|r, V.lr.B.40Contrast Vaiue
Figure 3: Estimated differences and 95% simultaneous confidence bounds,. effects of post-ban years related to pre-ban. Data areìog measurements from site l.
-68-
jjtj!\
-r-50
Total Phosphorus
I
(
ì
(
(
{
(
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Phosphorus
't98t
Total.
-0.s0 0.50Contrast Value
-t.50 -0.50 0.50 t.50Contrast Value
Secchl DIsc Depth
1982
r98r
1980
-0.40 0.00 0.40Contrast Value
confidence bounds, effects ofare average of log
-t.50
Estimated differences and gS% simultaneouspost-ban years relative to pre-ban. Datameasurements, sites I and 2.
Chlorophyll g
)
t!Figure 4i
*69-
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Secchl Olsc 0epth
Jí
)
t>
:
r982
Estimated differencespost-ban year effects.measurement.
Chlorophyll a
t982
r98l
t980
-2.00 -r.00 0.00 1.00
Contrast Value
and 95% simultaneous confidence bounds forAnalysis of test lakes only, ìog site I
lgBl
-0.20 0.20 0.60Contrast Value
-2.00 -r.00 0.00 1.00
Contrast Value
Total Phosphcrus
"70-
Fi gure
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Secchl Dlsc DepthjTj
,
-2.80 -r.00 0.û0 1.00tontrast Value
Chiorophyll g
-2.00 -r.00 0.00 r.0ûContrast Value
-0.20 0.20 0.60Conlrast Value
1982
r98l
r980
ts82
t98t
1980
2.C0
bounds forlog geometric
Fígure 6: Estimated differences and 95% simultaneous confidence'' post-ban year effects. Anarysis of test rakes onry,mean of site I and 2 measurements.
Total Phosphorus
!/!
)
¿
i-71-
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had a statisticalìy sìgnificant effect on total phosphorus, chìorophyll g,
on Secchì disc depth, aìthough the general positive nature of the estimate
for the latter for alì post-ban years may support an indicatjon of some
effect fon Secchj disc depth.
Instead of obtain'ing interval estimates at each point in time durìng
the post-ban years, naFroþ¡er intervals with the same level of confidence
are obta'inable for the means for each of the years. These are summarized
in Table 15. For total phosphorus and chlorophylì a, none of the differen-
ces between the post-ban years and the pre-ban year are statist'ically
significant. Although only one difference'is statistically s'ignificant at
the five percent level for Secch'i disc depth, all are pointing in the 'direction of Secchj disc depth being 'improved follovling the ban.
The multivariate anaìyses of these earlier sections were completeìy
redone_on data constructed from the differences of the log test lake
responses and the corresponding log.reference lake responses. Graphs of
the simultaneous confjdence intervals on the differences between post- and
pre-ban years for each point in time that was samp'led are given in
Figure 7 for Site I onìy and in Figure I for the geometric mean (GM). In
this analysis no effect of the ban is observable.' For the diffenences between test lake and correspond'ing reference lake
responses, the year average diffenences betweeen the post-ban years and the
pre-ban year vtere estimated and 95 percent simultaneous confidence ínter-
vals constructed. Those ane summanized in Table 16. Here too, no post-ban
effect is observable.
-72-}II SCON Februany ì983
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Table 15: Year average d'ifferences of the post-ban years
with the pre-ban year and simultaneous 95 percent
confidence interval s (C. l. ).
Measu rement ModelC.I. Mid Po'intsm c.I.
Hal f [.li dths
Total Phosphorus
Chl orophyl I a
Secchi DiscDepth
al I 'lakes,
al I 'lakes,
test 1 akes,test I akes o
al I I akes,al I 'lakes
,test I akes,test lakes,
all 1akes,aì I I akes,test I akes,test lakes,
Site 1
GM**Site 1
GM
Site 1
GM
Site 1
GM
Site 1
GM
Site 1
GM
.081.. 101.476.086
-.058-.049- .056- .049
.131
. i34
.r37
.r42
.179
. i65
.184
.160
.046
.007
.088
.020
.t42
.155*
.156
.773
-.00i-.010-.011-.011
-.070-.075- .079-.078
.73?
.145
.752
.164
.258
.259
.377
.379 ¡
.345
.336
.470
.498
.170
.153
.2?6
.190
* Statìstica1ly
**GM stands for
significant at at
the logarithm of
ieast 5% level.
the geometric mean of Sìtes 1 and 2
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Table 16: Year average diffenences of the post-ban years with thepre-ban year and 95 percent sjmultaneous confidenceintenvals C.I. for the differences between test lake andcorrespondìng neference lake datar
C.I. Mid Points c. i.Mpa spremen t Mnrtel I 9BWB2 Ha I f t^I-i rtthq _TotaiP hosphoru s
Ch'lorophyì 1 a
Secchi DiscDepth
Site 1
Gl4*.
Site 1
GM
Site 1
GN
.020
.004
.030
.039
, 192.059
.066
" 082
-.029.003
.079
.t72
.3gB
.393
.54?
.549
.282
.26?
-.009 .022 - .042-.061 '-. 020 -.098
* GM stands for the'logarithm of the geometric mean of Sites 1 and Z
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Total Phosphorus Chlorophyll a Secchl 0lsc Depth
r382
-2.00 -t.00 -1.00 -0.50 -0.00 0.50Contrast Value-t.00 0.00 1.30
Contrast Value
Figure 7: Post-Ban/Pre-Ban differencesdifference of test iakes and
and 95% confidence bounds forreference 'lakes . Si te I only.
Contrast Va]ue
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Total Phosphorus
-0.50 0.50Contrast Value
Chlorophyll 'a
-2.00 -r.00 0.CI0 1.00
Contrast Value
r982
r98r t98tt98t
l9B0
2.00 -0.50 -0.00Contrast Value
Figure B: Post-Ban/Pre-Ban differencesdifference of test lakes andLog-GM of sites I and 2.
and 95% confidence bounds forreference lakes.
Secchl DIsc Depth
ì
{
I
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D. PHOSPHORUS LOADINGS INTO TTST LAKES
The results of calculations for runoff and runoff rates, and the land
use measurements for each lake are shown in Tables D1 through D21. The
phosphorus nutrient budgets (Tables Ð22 through D28) show the van'ious
sources of phosphorus loads to each lake and their magnitude. Separate
calculations were made to show the phosphorus budget for the case in which
phosphate detergents were in use (i.e., the actual situation in l97S), and
for the case'in which phosphate detergents wene not being used (j.e., if
the phosphate detergent ban had been in effect). The changes'in phosphorus
loading which could be attributed to a cessation of the use of phosphate
detergents, expressed aS a percentage of the.total load w'ith phosphate
detergents ìn use, are also exhibited. In reading the tables it is helpfuì
to note that on'ly the wastewater treatment pìant and septìc tank'loadings
were affected by detergent phosphates.
HI SC0N
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A.
V. DISCUSSION
PHOSPHORUS LOADS AND THT EFFECTS OF DETERGF:NT PHOSPHt)RUS ON THE TROPHIC
When considering the importance of detergent phosphorus, ìt should be remember'ed
that detergent phosphorus represents 30 percent, or 1ess, of the total phosphorus
concentration in untreated, domestjc wastelvater. Another factor to be considered,
especially for Enterprise and Moss Lakes,'is that many of the dwellings w'ith sept'ic
tanks probably do not have laundry facil"ities or other modern appììances, thereby
reclucing the 'impact of detergent phosphates as a nutrient source.
In 1978, the reduction in the year'ly phos'phorus loadings to the test lakes due to a
phosphate detergent ban is estimated to have been less than 7 percent of the total
loads, with the exception of Swan Lake where a reduction of 12 percent was estimatecl to
have occurred (fa¡l es 022-D?8 and Table 17). The princìpal reason for the reiative
ins'ign'ificance of phosphorus originating from phosphate detergents was the large,
non-point loadings attributable to the trjbutaries and runoff from the direct drainage
areas of the I akes
t¡lhen caiculations of actual loadings w'ith and without the presence of detergent
þhosphates are compared to the loading criteria proposed by Vollenweider (1975), it Ís
readily seen that the removal of phosphorus from detergents woujd not have any
significant effect on the troph'ic status of the lakes (Table 18 and Appendix H). hlith
the exception of tnterprise and Moss Lakes, reductions in the total -vearly phosphorus
loads of 69 to 86 percent would be requ'ired to attain Vollenweider's "permiss'ible".loading rate and none would meet Vollenweider's critical criterÍon even if 100 percent
removal of phosphorus was attainecl at the wastewater treatment plants and in septic
tank/tile fjeld systens. Therefore, even a compiete el'imination of l,ll'lTP and septic tank
phosphorus loads to these lakes would not be sufficjent to meet Vollenweider's "per-
missible" load'ing rates
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Table 17:, Total phosphorus loadíngs to test lakes due to vastevater andphosphate detergents.
Lgl"1e , ., C,oul'lty Wastevater ,,, Phosphate DeterqentsBa I sâm Lake Hashburn <1
Pereent of Curre¡ttPhosphorus LoadAùtributable to
?3(a)
22
13
19
tlO( a )
12
Percent of CurrentPhosÞhorus LOådA¿t.ributab¡e to
6
12
4
Butternut Lake
EI K LâI(e
gnterpri åe Lske
MoEs LâKe
SVan Lâhe
Townl ine Lake
Príce
PFiCE
Lang I åde
Vi lâs
Columbia
One i da
(alt lmBlementatíon of phospnorus removal îs plaRned.
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Table 1B: Compa r i son of theof Vol lenweiderts
Ba I samlakedet P.
\,/¡th v/o
actua I 1978 I oad i ng of11975, permissible and
phosphorus to the test lakescritícal loading valué.
to ca I cu I ated va I ues
Butte rnutLa kedet P
w¡th w/a
EtkLã ke
EnterpriseLâ ke
Town I i neLa kedet P
wíth vlodet P
v¡th v/o v¡t,h v/o with v/o
r1võ-iRês i
T ime
aulicdence 0. 17 0.50 o. 004 r .09 2.OB 0. 36 0.61lvrì
Actrral Load (a)(g/sq n/yr) 3.00 3.00 0.62 o.57 21.2 19.9 O.1L¡ û. 13 0. 08 0,08 2.7U 2.42 1.09 1.ol.l
Pe rm í ss i b I eLoa d( g,rsq m/Yr)
criticalLoa d(s/sq m/yr)
o. 58
1.16
0. 19
0. 37
3. B5
7.74
0. 14
o.27
, 0.12
o.23
0. 37
o. 74
0. 16
0. 31
/o Reduct ionin 1978 LoadReqtr i red toReach thePermissibleLoad.
B5B68?6981
(a): A loâdir¡g lesscrit¡cal values
than the permissiblea mesotroph ic iake,
vâlue suEgests anand greater than
ol igotrophic lake,the cr¡tícãl value
between thea eut,roph ic
permlssible ãndlake.
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Nutrjent enrjchment limìtation bjoassays provided additiona.l evidence that even
ìarge reductions in phosphorus loads to Swan Lake might not result in observable
improvements in water quality. In Swan Lake water, both phosphorus and nitrogen
enrjchment was requ'ired for algaì growth stimula'Ljon to be observed in August. The
mid-August bjoassa¡r results were supported by chìorophyll a, analyses and algal counts crf
lake water samples which suggestecl that a1ga1 growth did not occur during at least the
first half of August, 1982.
For Townline Lake, the nutrient enrichment bioassays indicated that n'itrogen was
required for increased algaì biomass'in early August,7982, and phosphorus or nitrogen
was requ'ired in mid-August. The chjorophy'I1 a analyses and algal cell counts supported
these results showjng a decline in chlorophyll a concentrations and cell numbers
starting in early August. Neither orthophosphate nor total dissolved phosphorus
analyses were conducted routinely in 1982, but the filtered peak productivity samples
collected on July 2i and August 4 v¡ere analyzed for total dissolved phosphorus (Tnp) and
total soluble inorganìc nìtrogen (fSin, i.e. nitrate, nitrìte, and ammonia n'itrogen).
Although N:P ratìos are usually calculated as the ratjo of TSII'l to orthophosphate, the
TSIN:TDP ratio which can be calculated from the available Townline Lake data can aiso be
instructive. The TSIN and TDP concentrations'on Juìy 21 were 28 ug N/L and 4 ug P/1,
yielding a TSIN:TDP rat'io of 7:1; the concentrations on August 4 were less than 60 ug
N/L and 48.ug P/L providing N:P ratio of less than 2:1. Simjiar observations were made
during the NES study. Such low levels of total soluble inorganic nitrogen relative to
totaì djssolved phosphorus are h'igh1y suggestive of nitrogen limitation. These
observations could expìain why Townline Lake has not experienced major water quafity
problems although Vollenweider's phosphorus loading criterìa calculations would
categorize Townline Lake as eutrophìc. A reduction in the total phosphorus loadíng by 4
percent could not be expected to have a major effect on this Lake.
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Algal growth was stjmulated by phosphorus additions to Balsam Lake water on all
bioassay dates. Therefore, a reduction'in phosphorus in July and August rnight reduce
the aìgal bíomass. However, the phosphorus nutrient budget for 1978 showed detergent
phosphorus accounted for less than 1 percent of the total load. Due to the very small
reduction in phosphorus loads whjch would occur as a result of a detergent phosphorus
ban, n0 observable effect would be expected.
Regarding hyrJraulic residence time, the situation at Elk Lake was different than
expected from the data available prior to the study" The hydraulic residence time of
the lake was found to be less than five da.vs. Thjs rapid turnover of lake v¡ater creates
conditions under whjch a large, relatìveìy constant supplv of phosphorus is entering the
lake; the mean total phosphonrs concentrations in the in'let during 1981 and 1982 were
0.054 and 0.057 mg P/1, respectively, and the mean orthophosphate concentration was
0.015 mg P/L in i981. The nutrient enrichment b'ioassays indica'ted stjmulation rvith both
nitrogen and phosphorus was necessary to i ncrease a'l ga'ì b j ornass i n mi d-Juìy, but
phosphorus additions alone stimulated aìga'l growth throughout August. Silicate also
yieided jncreased standing crops'in mid-Ju'ly and mid-August; this is an important
observation since diatoms, which require appreciable quantities of silicate, were an
important component of the algal comnrunjty in Elk Lake. Due to the rapid flushing of
the lake, constant replenjshment of phosphorus from the in'let, and possible si'licate
limitat'ion, detergent phosphorus would not be expected to have a signìficant effect on
the trophic status of Elk Lake.
Butternut Lake showed that phosphorus stimulated a'lgaì growth in August and,
therefore, a reduction in the a'lga1 stand'ing crop mìght result from a reduction jn the
phosphorus loads during those periods. However, as ev'idenced by Voìlenweider's (19i5)
loading criterja, the improvement due to the removal of detergent phosphorus would not
be sjgnificant (7 percent) and the iake would remain in a eutrophic state.
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B.
Both Enterprise Lake and l'4oss Lake had phosphorus loadings vrith'in Vollenweider's
permissible range, suggesting ol igotrophic conditions. Detergent phosphorus accounted2for 0.01 g p/n,/yr,0r'less, in both these lakes, a quantity of questionable importance
relative to the total ìoad'ings (0.14 g p¡*?'/y, at Enterprise and 0.08 g P/m2/vr at
Moss). S1Íght water qua'lit.y irnprovements rnight ûccur at Enterprise Lake sjnce
phosphorus was shown to stimulate algal grolth in the August nutrjent bioassays.
In Moss Lake water collected in Auqust, increases in a1gal biomass occurred on'ly when
both phosphorus and n'itrogen were added. Moss Lake chlorophyll a concentratjons were
consistently low throughout the study. Therefore little, if any, change in trophic
status could be expecteci at tnterprise and I'loss Lakes due to the removal of nhosphorus
from detergents.
E|rL TTY PARAMTTERS
TOTAL PHOSPHORUS, CHLOROPHYLL A AND STCCHI DISC DTPTH
The employment of reference lakes having negligibìe infìuence from wast.ewater was
useful in explainìng some of the natural variabiiity in the test lake data. llovrever,
the magnìtudes of the amounts of the variability exp'lained were smal1, ranging from 25
percent for total phosphorus to 2 percent for chlorophy'll a.
All the ana'lyses performed are consistent in their indication of a statistical'ly
sìgnificant shift ìn Secchi dìsc depth assoc'iated w"ith improved water clarity after the
ban. The estimated magnitude of this shift is reasonably consistent across the test
lakes. The detectability of the shift, statisticalìy, was aidecl by the ap¡:arent smaller
relative variability of the Secchi djsc measurements. This could be spurious due to
inherent errors'in Secchi disc measurements (see the Methods Sect'ion for a discussion of
this subject). These possibif itjes need to be recognized 'in interpreting the
meaningfulness of the apparent Secchi d'isc depth shift.
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For example, the expectecl inverse relationship between Secchi disc depth and
chlorophyì1 a appears to have been lacking ìn Townljne Lake in 1978 (Figure F1). In
this lake, one of two study lakes exhibiting an improvernent in Secchi d'isc depth
measurements between the pre- and ban periods, the expected relatjonship between the two
variables'is more observable in the ban period 1980-BZ (Figures F2, F3 and F4), though
many data points appear to be inconsistent. Sim'ilarly, jn 1981, Elk Lake unexpectedly
exhibjted a direct Jinear relatìonship between Secchi d'isc depth measurements and
ch'lorophyll a analyses (Figure F7). In 1980 no relationship appears to have existed
between the two parameter (Fìgure F6). 0n1y in 1978 and 1982 djd Secch'i djsc depth
measurements appear to vary'inversely with chl.orophyll a concentrations in tlk Lake
(Figures F5 and FB).
In view of'uhe lack of the inverse relationship between Secchi disc depth and
chlorophyll a jn these two lakes during.certain years of the study, it can be concluded
that factors other than a'lgaì concentrations, as measured by chìorophyl"l jr, are
affecting water c'larity (j.e., suspended solids concentrations and sizes, natural
coloration surface'light intensity). Since these latter factors are unaffected by lake
phosphorus concentrations and, therefore, detergent phosphorus, a more direct measure of
the ban's effects is through ana'lysis of total phosphorus and chìorophyl'l a
concentrations ìn the lakes. Whether ana'lyzed'individually or as a group, the test lakes
did not exh'ibit any statistical'ly signìficant improvements in either lake total
phosphorus concentration or chlorophyll a concentratjon.
The analysis using multivariate methods that took into account the potential
covariances among the data generated inferences cons'istent with those obtajned from the
covariance analyses. This is grat'ify'ing in that it makes one more confident of
insights that have been possible from examin'ing the covariance mode. This is l'ikeìy
attributable to the fact that the magnitudes of the correlations in the data over time
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turned out not to be large relative to the inherent variability encountered for the
sample sjzes availabie. Alsoo ali analyses were performed on the logarithms to the base
10 of the orig'ina1 data. Subsequent residual analys'is supported the reasona.bleness of
usìng this scale and assuming that the resultìng dìstribut'ion of the transformed
measurements could be approximated by a Gaussian distribution.
The ìnherent variabiìity'in the data stemming from measurement and sampling
variabil'ity combined was estjmated foÈ total phosphorus and Secchi dìsc depth to be
suffic'ientìy great such that a sh'ift, or change, of approximateìy L0 percent v¡ould be
needed to bp able to detect a shjft at the 5 percent'level of signifìcance. An even
higher percent shift 'in chlorophy'll t wou'ld be needed for detection with current
variabi'lity estimates. If the magn'itudes of the shifts, turn out to be smaljer than
this, then their potential detection will requ"iìe more data or improved models or both.
it can be inferred from th'is that changes in water quality that occur as a resuit of
phosphorus load changes less than L0 percent are impercept'ible to the scient'ist
utjì'iz'ing a reasonable monitoring program.
C. STATISTICAL ANALYSIS OF TEMPORAL VARIATIONS IN GRETN AND BLUE GRETN ALGAL COUNTS1
If a nutrient, such as phosphorus, is the. factor controlling aigal productivity in
lakes, one would expect to observe a decrease in alga1 counts (biomass) if the
phosphorus supp'ly is reduced sign'ificantly. Figures GlA through E and G2A through E
(Appendix G) clear'ly show there was a continual increase in both green and blue-green
algaì counts, respectively, throughout the study period and in all lakes. The monthly
means of the counts are plotted.
A statistjcal anaìys'is of these data confirms that no reductions in b'lue-green or
green a'lgal counts occurred in the test lakes relatìve to the reference lakes as a
result of the ban. Analyses were conducted on logarithm. of blue greens (ln BG),
logarìthm. of greens (1n G), p = BG/(BG+G), and 1n [p/(l-p)]. The transformations,
where used, were for obtaining better agreement w'ith the distributional assumptions for
lThe stati sti cal ana'lysi s vras
Polytechnic institute, Troyo
conducted by John bl. l,lilkinson, Ph. D., Rensselaer
New York
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the various analyses. The use of the logistic transformation, ln P/(l-p), v¡as of
margìna'l value.
Tabies Gl and G2 represent covaríance analyses s'im'!jar to those done for total
phosphoruso chlorophy'll a, and Secchi disc depth. For all rneasurements considered, the
apparênt tracing of the test lakes by the reference lakes is accounting for a
substantial amount of the total variabi'l'ity (Table G1). Even so, except for the greens,
the post-ban effect js statistically sign'ificant (although not dramat'ically so). This
post-ban effect is primariìy associated with ilk Lake, with Butternut also appearing for
the blue greens (Table G2). In both instances, the direction'is associated v¡ith
increases in the blue greens that were greater: than corresponding reference lakes.
Although the causal factor(s) for these increases is not clear, the data do not support
the hypothesìs that a phosphate detergent ban would result in decreases ìn algaì
b'i omas s
Another poss'ible indicator of general trends in lake water qua'lity uses green and
blue-green aìgae and the proport'ions of each in a lake's aìgal cornmunity" Genera'lìy, as
water quaìity inrproves and the amounts of nutrients decrease, one might expect an
overa'11 shift in the aìgaì commun'ity structure. wjth green algae increasjng Ín 'importance
relatjve to blue-green aìgae. These changes must be monitored over a period of years,
and should not be assocjated with the normal seasonal changes occurring over the course
of a single year. From the stat'istical analysis (taUles Gl. and G2) it is apparent that
such a shift in the proportion of the two alga1 types did not occur as a resu'lt of the
phosphate detergent ban, suggesting s'ignificant water quality 'improvements did not
occur.
D. PHOSPHORUS RESIDENCE TIME AND LAKE RTSPONSË
As an area
phosphorus has
of investigation, the exact
received only limited study.
nature of the internal recycling of
Yet, a mathemat'ical approach to the
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solution of the ultimate concentration of phosphorus in a lake in response to an ínput
or change Ín input of that element offers some ins'ight. As an a'lternatìve, one rxay
calculate the length of tjme it would take to achieve the ultimate concentration given
that change ìn input.
The development of such a mathematical model is described by Sonzogni et al.
(1976). The basis for the modei is equating a lake to a completeiy mixed reactor with
constant chemical influx. Factors are then included'Lo account for internal losses such
as sedimentation (k) and stratifÍcation (c). Phosphorus residence time is used rather
than hydraulic resìdence time sjnce phosphorus is a nonconservative element.
The basic
'frwhere:
equation ìs therefore:
= Q^. - Q c - kVcu'l a
! = volume of the lake (t')
a = volumetric flow rate (l3r-1)
c = concentration in the lake (l¡t--3)
ci = constant influx concentration (ml-3)1
k - internal loss rate constant (T-')
= dimensionless proport'ionality factor thatrelates the mean annual outwash or surfacewater concentration to the mean annual con-centration over the whole iake.
After substitutions and rearrangements, the equation can be expressed'in terms of
the ultimate steady-state concentration as:
= 6-t/RO
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where: R^ = phosphorus residence timep
=VQa+kV
f, = time
C^ = lake concentration before the step change in influxo
C = concentration Ín lake
C* = ultimate lake concentration after a step change in influx
. According to Sonzogni et al. the time required to reach 95 percent of the expected
change wil'l be a time perìod equal to three phosphorus residence times. Estimates of
the phosphorus residence times forr the study 1akes, calculated as the quotient of the
mean annual content and annual input of phosphorus ín 1978, are presented in Table 19.
These data indicate that 95 percent of the expected change should have been observable
in all the test lakes by the end of the ban.
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Tabie 19: Number of Phosphorus andand percent of expected
hydraulìc residence times during banchange that should be observable.
Yearly Mean [Total P] from1978 volume propor-
tionai samples (mq/L)(a)
NumberofP
Res i denceTimes
Phosphorus BetweenResidence 7 /I/79
Time andPercent
of
Hydraul i cResi dence
Time
Number ofHydrauì i cRes'idence
TimesBetween
7 /117eand
7 /1/82(Yr:) 7 /1/BZ Response (Yr)
Bal sam
Butternut
Etk
Enterpri se
Ì4oss
Swan
Townl i ne
0 .061
0 .071
4.077
0.024
0 .023
0.112
0.0s6
0.17 18
0.49 6
0.00s 600
0.65 s
0.87 3
0.40 I0.17 18
( 100%)
( 1oo% )
( ioo%)
(ee%)
(e5%)
( 1oo%)
( 100%
0. i8
0.52
0.004
1.48
2.49
0.39
0.61
17
6
754
2
2
I5
(a) Caiculated as the lakeconcentration) divided
phosphorus content (volumeby the phosphorus loading
times mean yearìy(from Appendix D).
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3.
CONCLUS IONS
1. After a three-year time span without detergent phosphorus in wastewaters,
the test lakes did not show any changes in chlorophyll a or total phosphate
concentration attributable to the ban.
2. }{hile statistical analysis indjcated a statisticalÌy significant shift in
Secch'i disc depth assocíated'p'ith ìmproved water clarity after the ban, this
shift is inconsistent w'ith the trends in cho'rophylt g and totaj phosphate
concentrations. This indicates that other factors (e.g. suspendeci solids,
color) were affectìng the Secchi disc depth readings.
Nutrient enrichment bioassays demonstrated the importance of phosphorus and
nitrogen in the nutrient dynamics of the test lakes, particularly as the
surmer season progressed.
The dominance of blue-green algae in the phytoplankton has been on the
increase since 1978'in both the reference lakes and the test lakes. This
occurrence is obviously unrelated to a detergent phosphate ban, indjcating
the importance of other factors (chemical, physical or biological) as regu-
lating the ecosystem dynamics in these lakes.
5. Utilizing phosphorus 'loading estimation technìques, the total amount of
phosphorus entering the test lakes from all sources was reduced by 0.1 to l1
percent as a resul t of the ban
6. Non-point sources of phosphorus (those not derived from wastewaters) were the
dominant loadings in the test lakes.
¿.
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7. Treated wastewater discharges to the soil rather than to a lake or one of
i ts tri butari es prevents the wastewat.elimpacts normal ly encountered 'in
di rect dì scharges.
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Vollenwejder, R.A. , 1968. Scientjfic Fundamental s of the Eutroph'icati0nof Lakes and Flowing þlaters, with Particular Reference to Phosphorusand llitrogen as Factors in tutrophication. 0ECD Techn'ical ReportDAS/CSI/68.27, 159 pp. Revìsed 1971.
hlDNR, 1982. Report on the Water Quality Related Effects of Restrictingthe Use of Phosphates in l-aundry Deterqents: January, 1982. l¡laterQuality tvaluation Sectjon, Madison.
I{DNR, I975. Classification of l^lisconsin Lakes b.y Trophic Condition: April15 , I975, Anderson, G. (ed. )o l^l'iscons'in Dept. of Natural Resources,Bureau of Water Quality, Maclison, I^lI , 108 pp.
Weaver, P.J., 1969. Phosphates ìn surface r¡¡aters and detergents. J. WaterPoll. Control Fed., 4It1647 -1653.
}letzel, R.G., 1975. Limnoiogy.
hlilliams, J.D.H., H. Shear, andScenedesmus_ quadri cauda ofseðî men ta ry ñãEFlãTlTrom25:1-11.
l,lillìams, J.D.H., J.K. Syers, S.S. Shukla, R.F. Harris, and D.E. Armstrong,1971. Leve'ls of inorgan'ic and total phosphorus 'in lake sedinrentsas related to other sedjment parameters. Env. Sc'i. and Tech., 5:1113-1120.
l^Ji sconsi n Geol og'ical and Natural Hi story Survey , 1959. Soi 1 Survey ofOneida County, l,Jisconsin. Wis. Geo. and Nat. Hjst. Sur., 59 pp.
t{isconsin Geologìcal and Natural H'istory Survey,Ig47. Soils of LangladeCounty, bl'isconsin. I,'fis. Geo. and Nat. Hist. Sur., 6'l pp.
l{isconsin Geological and Natural History Survey, 1927. Soils of l^lisconsin.hlis. Geo. and Nat. Hist. Sur., 270 pp.
l,lisconsin Geological and Natural History Survey, l916a. ReconnoissanceSoil Survey of North Part of North Central l^lisconsin. l^lis. Geo. andNat. Hist. Sur., 80 pp.
hlisconsin Geological and Natural H'istory Survey, 1916b. ReconnoissanceSo j I survey of l{orth Eastern l.l'isconsi n. l^l'is. Geo. and Nat. H'ist.Sur., 87 pp
W.N.R.B., 1977. Report to the llatural Resources Board of the Ad HocPrivate l^Iastewater Treatment Systems Committee: l,larch 1977.l^lisconsin Natural Resources Board, Madison, l,'fisconsin. 70 pp.
l^1.8. Saunders, Ph'il adel phia, 743 pp.
R.L. Thomas,1980. Availability tod'ifferent forms of phosphorus andthe great Lakes. Ljmnol. 0ceanogr.,
hliSCON .:99- February 1983
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l{oo'lhiser, û. 4., B. A. Stewartr H, H. l.Jischr¡eier, J. H. Caro, and M. H.Treren 1975. Control of v+ater pol.Iution from cropland, Vol. I.EPM6At/?-75l026a, U. S. Environnental Protection Agency.
Young, T.C., J.V. DePinto, S.t. Fì int, l'{.S, Switzenbaum, and J.K. Edzr.rald,.l982. Alga'l avai.labììity of phosphorus'in nunicìpa1 waster+ater. J.t.later Pol'1. Control Fed., 54:ì435-1528.
Young, H.L, and S.Fl. Hindal l, 1972. blater Resources of l^lisconsin ChippewaR.iver Basin HydrologÍc Investigations AtJas HA-386, U.S.G.S., 4 pp.
ï,lI scO¡l -l 0r- February .l983
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APPINDIX A
Maps of Study L.akes
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Figure Al: BALSAM Lt',.c (Test)
LAKE lìrrl.¡nrst(:rt()N 2(;.3î. 1'1. 15
RA¡,i(,} I l) \\l<>vs lì¡rr lrrr,rorl'I ()u NsHIP { i \
l-qPc-GtaPHlc !,Y!vlB9-Ll
a¡vs' Èluaa ,- ------'----O!Áe, !v 14rú. t -5FÀ.ù!., e¡.'-, - - - - - - - - - - Òrr*o¡ sPÂç*F--- - - -- ---- _tÍao ¡tc-,-- ---------_CRoi¡ì 5dc¡:.- ------ - -"' - :"''
OrEL.'¡ú -- ---- --- - _--__l¡É¡r¡ôNrt a*arr no- - -- - - - --_ "ñ€sc¡r. - - -- - - --- --- i-- - - E
5r[ÉÞ s.3PE--------= = =
sÞÊ\a-- -.------- O'-ñfiRHr:'[!' rrltl--.
--*ÞkulF- - - ---. --- ------- --::j*o!o€D---,---- - --- ------ OÞÀs'uFto- - - - - - --- - - - - - - - -Øcu!ì¡valÉo-- - - - --- ---- -- -Of{Þcr4cH SFOitÞrÊsAltNl rñLEl- --- -':-PEF&teñr ouÌLÊf---
-ã¿J¿-*Âe5H___-_------.4
- 4
pÂF¡ÁLrY w*ofg---- --- [email protected] -----,----------O88il(ts {ARX- - - -- -- --- - ---89
LAKE 8OTÎOM SYMBOLS
?[ir b rlrr øly \drogropli< æp ol t{rir lolr ovoiloþl¡.prod*od hon *igiñol .hoô ol Dêø ol Ñoturol lc'
A U. S Gælogicol Suaoy l{og ir ovoiloble lron u¡ ¡how'in¡ *,c ooo (oipror. l2 ¡quo¡c mil¿¡) odlo<lht io lh¡t lol''
To o¡dcr ¡æcitr H rt '- L3k'' ¡:;;;;:ã;:
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1!;¡1::-.,* CLARKSON MAP724 ÞtSNÕYÉt SlrtIr
Kruk¡sn , Wìr¿*uin $¡¡190
WÀSHBURN COUNTYMopNo. ltltìl
co.*{-';;*;:1
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FIGURE A2: Butternut Lake (Test)
__"51-lq#l*Mcp No !rr r
LAKE llullvrnut5¡ç¡¡¡¡p .1. 5. 8. 9- t?. t8-3:1, 33n^N(,r I uTou\ L!\(' (h¡r'r,('Ba1Os¡5¡¡¡p 40.1 1 li
tli h Í. slr blórry.oph ry ol rl¡¡ t¿. oFiiôU.,Pd6Gd loñ d€,€¡ clôñ .l br o, ku.d t.-s'<.r - M¡sA U 5 Goolryrcol Sr-r &Þ i dvô¡¡obl. h* a .¡.:.t! h 016 lopp'ô¡ l? F6r. ñn.rj ôdpc.nr þ rhd tol..
1ó qd.' ¡È'ry X. n¡¡cd\'
ì- - :_:-;___-.i_..
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--- -- -,,_.-* -.- :----- -- .t-- --
.-+Ì .- - -l--
.+,.l ì --
IMAE tllq3 !úa aotro¡ ttrto!!Q r.-r nrf,¡¡ !Þ, rÞ ? h¡ h,...r!1 È,dh
---r..
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--_r.Þi-rrrd.r-. 9 5 I !-,,r.¡t,.a.r.r¡¡(ò; ¡.*rÈd : r.-.r .s l, rnr ¡ rr..,,.. rrP,.,,-¡_rF¡ h R h-.r d5 ¡r &d r ¡d
-brlFq ú b I i&¿ a^tr tÃt. 3r.rr d H ¡r r.rr¡;c-'
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tlaP No. 39?
!-al!E_-g-ar Ïg!!-lvl{ggtsPlLPY PEAI----.----PMUCX -- - - -- ------ -kciaY------------.csañt-------------sRUBEL!----------.R
iMEPGENT VÉ&I---.!FrÊÊoús PEAf__-__-_fc[rRrrus____-_--__DMARL _____ _ __-_--"MGñÁVEL -, - ------ --G8!DFOCi--_- _____-ArsEÞct vtcEl__ -T
FIGURE A3: ELK LAKE (Test)
Th.i 'r
rb ú!! (úr€r ftÉ cl rh,r or. 0'6 )ob¡. Þ.øuc.é r,ôÈ d,t dl ({tr ê¡ W,sst,ó Cmçryo"on }p' M!¡ !'i
A U 5 C*otoç ¡oi Su¡vcy MoF rs oçc¡lôbl? fronr ut ¡ho*rrgthe ôrêq ropp'or ii rquorr m,l.s oCJo(e¡r ic rhrt lote
rHrs rs ^ cløtkÁ0[f, rrx: suRvEy MAp oF u^.r-_--ÃLlf-
...'l*-- -. z:1¡--TowNs¡rP- JJ------"Ra{GE --.-L.--- ercwN or vfqC65TÉR-couNrt----i:lçç-
I
(,I
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rllc C{nfrkÁ¡fi, mer co.KALIXA!*.4 WISCC\SìN
Púii,rr,. ¡, ! " .. t.,,:, ..! Mô., ,, ..!\a.W'r.-".. -..rrn!rn. fF¡.."-..i
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FIGURE A4: Enterprise Lake (Test)
LAKTSECTTON '1. l. ll l(ln uCr l0 l-ì
Tos'N ti tr lr'r
TOs'NsHtp :Jl N
lo¡a-q ? a? lil ç* 9Yit99 Ls
Þ.9sP {ruq. -.-, --------_osÂÞ. ¡L i3ñ!. I -gtÁtM\f 9¡ ¡ -------- --_ - - -$'rnO* SP¡*!a'--- - --_- -- -tr¿r" å¿o- --- --- - ------ -g¡Oc/t 1ÈOAL- ---- - -' -- ' -' 'l::tOrllL rG---------_'' - -'--'aa¿nfcr¿c cwE!!¡rG- - -- - -- ---EFE5oF!- -- --- ---- -- - - -- - -Es1:åÊ s-oPt-,------
= = =sPÉ,N6-----------¡triaRp'-tñ' iN.El--, _.--8Ê!5h-- - --- --- - -- ----- --':lrc,o¡Eo-- - --- - - - ---- - - - -- €'PASrui€D- - - - - -- - - - - - - - - -c9au.r,vArf o-- -- - -- - - - - - - - -AÊrttúÂ!ts sFoFE
PtRMAtofN'ltlEr---- -<ÞqRMÂ\Eryto!T!gf---- >
-MACSÉ-___-------.4
- À
Þapr,aiLr wñ¡Êo-- --- -- ---l.OcLEAR€o- -- - -- - -- - --- --- -OSENi¡ vAR'! -- - ---- -- - ---.B'}
LAKE Eqf--IoMlYflrgt9PUsÞf P¿Àf--------.puN.-r--------. ----,CLÂY-------------asÁNc------------.9
Ê.€MÊR6ÉNf v.c1---.¡FIBÊOUS FEÁY-.--.-.FDEtR'uS-----'--- - iu¡Fi__-----------I6RAvEL-----------6
56{Fq{ V€6Er---r
thir h rh. oôlv hvd.æ'oçhk rcp ol rh'r lolc ovoiloblo'
p.lir..¿ f'.,i -çinãr cr'ot of O'Pr ol Norvror l''þurc.r - l{od¡sA U.5 Gælogicol Ssñ!' ,åoP i¡ ovoiìobl. l¡on ur rho*'ing rìrc oræ (oppror l2 rquorc milc¡) odlotrnt to lhb lolc
To ordcr rrc¡fy I nr'-'¡'r), tsc & Ll( hål;;;ã¡¡
LÄNGLADE COUNTY
MAF NO. I 08?
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h tt¡vo!e¡t-.-&'(rl tr¡^rr !6!.¡r---lLrtIt!À¡9 3da.r{..gtr
CLARKSON MAP CO.7?¡ te5{OYIR STrEEÍ
Kluk:unr, Wi¡<onrin 5¡[]30
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FIGURE A5: LITTLE gEARSKIN LAKE (Reference)
ONEID¡, COUNTY
Mcp No. 4762
LAKE I-l1t le [ìe¡rrsk¡ng¡ça¡6¡ I l. 12
n¡¡'¡cr--lË-1'61¡'¡ ('as¡:an
a91¡ ¡5¡1¡p.3 ? N
fhir ir thr onl¡ hydrogr6phr¡ nop ol th,r lol¿ o,o,iol¡|,
i:l:,.î1t* o'çinor (hoô or D.p, or No,ú'or P,
A U S Gcolog'<ol Su*çy ¡4oO ß ovoiloblc f,o¡ ur ¡fo,¡ng rhc orco (opp,o¡ ìl quotc hilr¡) odto(cñr ro lh'r l.l
'to o¡dc, ¡pcc,lr Hcifft'rcl J,¡!tJ#..T--.-
. //t¡ltrtl ^^11^^^^ I- n' btjllldl$CIifl út¡,l¿zt(¡ul¡unr. \{iror¡in 54130
e au
I!¡(nI
ç/ I
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of
I
T 0r0 0i A¡h rc
Q r',"lry r.rrr.rtr ñÍÇ tooo.o
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E rr.o'rfD c..,
gYiËotsrlll¡tl' g Itt, rlarr_--- hart,.ila ¡ñarat¡tálìl,"'."_-- I¡t.rÞin.nt
!0ff09 !Y9!0!3t to!larrl& 5ùñr¡ I Sol.tq lc.¡ ¡¡ns 1. siftltt $ü0.ñt r.t.lo,i{¡ f¡.rt.ñr rta.'0t'ú
^ fl..llâ¡ rrtrt!t¡..
+ ir!.¡ iirllart
*^raa o"ao ,aa, ^a"aa
uxoEa 5 F1. 17 fovË R 2â Fl -_l_ a
I¡r of,PTH 27 rÉ€l'10r^L ÂL(.____19_PP.Xv0!u¡€._-g!l_acRÊ Ff.s xc RE L ri[ _-_l-9__ l.( L € s3. x,¡.¡ of Sôorar,ñ. f¡c¡!é,hQr¡þ.ô
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FIÊTIRE ÅS¡ M0çS LAKÊ {Test)
tu'lvcrt ta Lnnrg Lake
--.46-
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FIGURE A7: SWAN uAKE (Test)
LÂKf Suans[c]to¡'. 5. ti. l!1. l. ?.8- 11
R^N('r --9!'o
t'1¡1q¡ r ['¿e lf r'
r rtu rrttlP l2 N
o.\ !
llir ir lh¡ onlv hvdrærophk 6p el rhir lolr o'oilobl¡'p,o¿rod lroi "r,gi""t
.toa ol Dcpt ot Ñorurol Rç'
Þv.c.r - ,'{odiþrA U S Gcologicol Svney Mop ¡¡ ovoilobl¿ lrm u¡ rhow'
i.g *. "r". f.;"-t ì? rquori øilo) od¡o<'nr lo lhÍ ¡olt
To o,d.t ¡Pccib Porl'age 6- - ----
COLUMBI.A COUNTY
Mop No. 1489
,lt' rgnt kson
..,1^.
WAfER AR¿A 405 88 ACRES
UNOER 3 FT. lo
ovER ?0¡L 63 %
I'AX. OEPTH 8? TEET'
TOIAL ÂLK. 2IO PP.M
voLuME 12.8975'6 ÀcRE Ff'
S HORE LINE 6.04 MIL ES
c'rÅ
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FIGURE A8: TEAL LAK¡ (Reference)
fhir ir rhr øl¡ lyrlrogrophi< aop ol rhir lolr ovoilob!¡.¡odutod fron orieínol rhon oi Dcpt. of Nde?ol tc-þu.a.r - lodisA U 5 Gooloe,<ol SsÈ.t Môp ir ovoiloblc l¡oø v¡ ¡hoç.iag tho oræ (oppror l2 rquore mi'c¡l odto..nt to th¡r lo!e.
to ordcr rpccify \anrtkaEl¡,n l,¡Lhr:.---,-
M,r.ó Hord¡cod å P'ña
usa
u¡¡oER 5 FT._-____!_ Í
l¡ 8q!!
'loraL ÂLx.___lQ_e P.Í.voL ux E_Jãlgll__^c RE F L
_-j]L+ sHoRt L|NE rt 8 xrLES
s
5raa, !toptiñdattñ¡ta ¡ÀO,atlæ
Sfl,õit.tr.ñ,ttanl ¡traOñ
Pa îo^tât o!ttai¿¡ô ñS!¿r..rô.ó tond
!orr0H SYaSoLs
B 8úuld..¡t St!ñpr t S¡9r
'11: locl !.^r. i¡ ñor,gÉ1r..t 3uòR.!..' 'rt.to1's¡ f6.,9r.' rrtrtêr¡o^Â floô!'¡g '.0rtal,o.+ 8r!l¡ tr.'r.'l
LAKE5¡6a¡9¡ 26.21.28.33.'li{n¡-vCr 6 \l'Tcr$'x So:çlc r Lakea6¡¡'¡¡5g¡P 42 ¡-
CHEOUÀMEGON I
NATIONALFORE S'T
SAWYER COUNTY
MopNo. rÌ5?
.X
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, cr.or.ó(f.'Forturra
@. r9,'rvrrurot æ<Lv g.^cf lorr
-1¡ Orrll¡ñg r-!:B Prto'r O.r.R.E) c¿.p
88 MILE9 OF SHORELINEÊXCLUDING ISLÀNDS
<, Âcc?!r rlth Portlng - Bool Lliitt
U,¡çO noróroo! å F,ñ.
!¡it
C Clot
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sr 5.rt6t 6'orarr ß eÞèra
tr 8r¿ro(l
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LÄKE 'f osnlinesrcTtoñ- 6. :ì ì
R^NCÍ 11 Iit O\X'N 'l'iìr'(e Lakc:s'r'Ov N\HIP 38 ' Jf' \
lhir ¡r rh. alb hydrw¡ophic ñoP ol tii. loh ovolloblc'
pro¿,..j r'"'í o'r,glnãt cun ol Þcpt cf r''¡oterol ßê'
A U. S Gso¡cEicol Suaoy l{op i¡ ovoiloblc l¡on o ¡hos'
,.n]*" "'-,.'pp-t l2 quo¡c ¡;lo¡j odio<ant¡o rhi¡ lolc'
1o o.dc,.pc<¡ry Th'ee Lakes 6l ;;;¡:
¡r;,¡¡.
FIGURE A9:
o.
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APPENDIX B
Description of the Multívariate/Muìt'iple comparison Analysìs
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APPENDIX B
Desc ri pt'i on_of _the Mul t i va ri ate/l"lul ti pl e _Compa ri son Ana lys i s
The Statìsticai Model
The three response variables, tota'l phosphorus, chlorophylì a and
Secchi disc depth, were analyzed separateìy. Measurements of a variable
for a lake in a year were analyzed as a vector response. To make the
responses commensurate across years, meâsurements 1 through 7 for 1978,
1981 and 1982, and measurements 1 thr"ough 6.and B for 1980, were used. The
responses are thus seven-dimensional. All responses were transformed by
taking base 10 logarithms. Fish Lake was omitted, as 1982 data were not
collected, so nine lakes were used.
The data on each response varjable were analyzed as a multivariate
two-ttay layout. Two analyses vtere penformed for each response: one using
only data from site 1, the other using the average of the (ìogged) data
from Sites 1 and 2.
The model can be written mathematicaìly as
xijk=uk*Yit *Ljt*.íjk
(i = lr 2r3, 4, j = 1, 2, 3, 4, 5, 6, 7r 8r9, k = 1, Zr3, 4, b, 6, 7),
where Xijf is the kth observation on lake j in year i, u¡ is the kth
component of the grand mean, Y.¡L is the kth co,nponent of the effect of year
i, and L¡k is the kth corponent of the effect of lake j. The enrors
i*.ijl, eij2, .i¡3, "i¡4, .i¡5, .ì¡6, ..,rr)TÌ are assumed independent
seven-variable Gaussian w'ith zero mean and covariance matrix x. The advan-
I.II SAPP -81- February l9B3
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tages of this model are:
1, It takes account of the covariance structune of the data,
2. It is simp'le, allow'ing for differences between lakes and yeans
without assuming a specific mathemat'ical model for the
di fferences.
3. If the simpìe analysis of variance model is unable to detect any
effect due to the ban, mone compìicated models would not be
worthwhil e.
Parameter Estimat'ion
The multivariate analysis of variance cìosely parallels its univariate
countenpart. Maximum l'ikel i hood est'i¡nates of the ef f ects are gi ven by
uk = T..kt
v -'f -ìFtik - ^i.k - n..k'
Ljk = T. j* - T..k,
where the dot and ban denote averaging over subscripts. The maximum like-
lihood estimate, i, of the error covariance matrix, is pnoportional to the
error sum of squares and cross products matrix E, where
49 AA
Ekl = il, ¡1, (xiik - rrk Y'o - L¡¡) (niit - u1 - Yit - tir)'
Estimates of these gìve one an appreciat'ion for the correlation structure
I.II SAPP -82- February 1983
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as well as the variabil'ity reduction for the ana'lysis based upon the com-
bined Site I and Site 2 data.
Hypothesis Testing
The statistical tests of interest are multip'le comparisons of
contrasts Cik = Yik. Yr*, denoting the difference in measurement k between
post-ban year ì (1980, 1981, or 1982) and the pre ban year, 1979. The
ci* are est'imated ny ôir = iir - irl (i = 2,3,4, k = 1,2,3,4,5, 6,
7). He shal I fol I ow the devel opment of D.F. I,lorri son (1976).
By formula (8), pp.200-201 of Morríson, the 100 (1--) percent
simultaneous confidence intervals on the {Cif} for all n'ine lakes are:
ô,0 - ,i"¡,¡l r/2 <cik * ô,* *,+r,\r,t".Here Xo is the upper 100* percentage point of the greatest characteristic
root di stribution w'ith pararneters (in Mor.rison's notation) s = 3, n = 3/?
and n = B. l.le take * = 0.05, and find from chart 11, p. 381 of Mornison
that x- = 0.625. simi'lar expressìons can be.displayed for the other
situations discussed in the Methods Section (Multivariate Analys'is/tfultiple
Compari sons).
I{I SAPP -83- February l9B3
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APPENDIX C
Description of the Approach Used to Develop Phosphorus
Nutri ent Load'i ngs
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APPENDIX C
Descriptiojt of the Approach Used to_ Develop PhosphorugJutr'!-ent Budgets
Phosphorus loadjngs to a lake can be segmented'into tributary input,
dirêct drainage and atmospheric input" The tributary input would resu'lt
from any runoff from areas which eventuaììy terminate ìnto a stream
draining into a lake. þlastewater'därived 'input wou'ld account for both
sewered areas which have d'ischarge po'ints into the lake direct'ly, or a tri-butary to the lake, as well as septic tank/tile fÍeìd system seepage or system
failure. Direct draìnËrge would arise from areas direct'ly adjoining the
lake shoreline, areas which do not dnain to a lake tributany, but rather
drain to the lake itself. For atmospheric loadings, onìy the wetfall and
dryfa'll which enter the lake surface area directly are included in this
categony. Thus, the total of these inputs would comprise an estimate of
the combined phosphorus loads to a lake from various sources.
The areas drained by streams and lakes, and land use areas, were deli-neated by surface morphoìogy as provided in.the most recentìy updated
U.S.G.S. topognaphic maps.
Stream fiows wene determined utiliz'ing data presented in the hydro-
logíc budget sections of the U.S.G.S.-University of þ{isconsin Geological
and Natural History Survey hydrologic atlases (01cott, 1968; young and
Hindalì, 197?; and Oakes and cotter, 1975), suppìemented by norma'lized
stream flows calculated by the U.S.G.S for the National Eutrophication
Survey (NtS) and National 0ceanic and Atmospheric Administration (N0AA)
monthìy preci pitati on reports fon l.li sconsin.
The procedure for determining runoff quantities and flows involved
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calculating a runoff to precipítatìon ratio for each year. The value
th'is ratio for an average year's precipitation was obtained from the
U.S.G.S,-Un'ivers'ity of l^lisconsin Geological and liatural History Survey
hydroìog'ic atìases or from streamflows provided by the U.S.G.S. to the
To ôonrect for the dìfference between the precipitation of a test year
that of an average year, an assumption was made that the propontion of
runoff to pnecipitation could be moàeled by the average basin data for
average, and wet years in the Upper Hjsconsin River Bas'in (Enterpnise
Townl ine Lakes) and the Ch'ippevra River Basi n (Baì sam, Butternut, Elk,
Moss Lakes). For Swan Lake, located jn the.Fox-Wolf River Basin, the
va.lues for the Royaìton-New London anea were used since average basin
val ues were not avai'labl e.
of
NES.
and
dry,
and
and
'--*---/
To clarÌfy the procedure, an examp'le calculation of runoff (cm/yr) and
?runoff rate (m"/yr) us'ing data for Enterprise Lake is provided below:
l. The average year precipitation and runoff values for the lake
were estimated from the U.S.G.S. atlas maps (Oakes and Cotter,
ì975) which show ìines of equal precipitation and runoff for the
Upper !f i sconsi n Ri ver Basi n 'in whi ch Enterpri se Lake i s I ocated:
Lake average year precipitati on = 72.6 cm/yr
Lake average year runoff = 30.5 cm/yr
Lake average year runoff to precipitation natio = 0.42
2. The general relationship between runoff and precipitation in the
Uppen l.lisconsin River Basin was characterized using mean basin
data for precipitation and runoff during dry, average, and wet
years provided in the U.S.G.S. atìas:
I.¡ISAPP -c7.- February ì983
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Mean Basin
Precipitation
(cm/.yr)
60,2
79.5
10t.8
_{crnf .L_
Mean Basin
Runoff
1 7.0
3l .5
46.2
. Runoff to
Preci pi tati on
Ratio
0.28
0.40
0,45
Dry Year
Average Year
Het Year
Through interpo'lation, 'a facton vras obtai ned f rom this tabìe,
which, when added to the mean basin average-year runoff to preci-
pitation ratio, provìded an estimate of the runoff to precipita-
tion ratio for the actual pnec'ipitat'ion whicli occurred during a
study year. The first and second terms of equatìon (a) represent
the difference between the runoff to precipìtation ratio for a
dry and average year at tnterprise Lake. The lake average year
precipitation in equation (a) is the avenage from the NOAA
weather stat'ions, not the U.S.G.S. atlases. These terms were
then added to the third term (lake average-year runoff to preci-
pitation ratio) to estimate the ratio for a study year at
Enterpnise Lake.
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r-1I rux. rake I
I uug. year - study year IDry I pfeci p. _ preci p. I(a) Year = l lxFactor I Orecìp. for - precip. for I
I avg. year dry year' IL]
]
mean basi n
runoff topreci p, ratiofor dry year
mean basinrunoff toprecip. ratiofor avg. year
1 ake runoff topreci p. ratiofor avg. year
The equation for the wet year factor was'obta'ined by replacìng
"wet" for "dry" in equation (a). If NtS values for the average-
year runoff añd precipìtation were avai'labìe, and the resulting
nunoff to precipitat'ion ratio was less than that fro¡n Step 1, thg
NES ratio was used as the third term in equation (a) (i.e., the
mone conservative runoff estimate was calcu'lated); NES values
were not available for Enterprise Lake.
Hhen the data for Enterprise Lake were used in equation (a)
the foììowing equations resulted:
(b) Dry Year Factor = (-6.eexlO-3) + 0.42
(c) Average Year Factor = 0.42
l- rake II zo.s - study y.u. I
L ?:;;;l; j
H I SAPP -c4- February ì983
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(d) Wet Yean Factor = (2.Zqxl o-3)l- rake 1I zo.r - study.year
I
L ?ifiiJri l+ 0.42
Substitution of the precipitat'ion (cm/yr) at the lake during a
study year into equations. (b) or (d) provided the factor for that
yea r.
4. Multiplication of the facton derjved in Step 3 by the pnecip'ita-
tion (cm/yr) at the lake during the year for which the facton was
calculated provided the runoff (cm/yr) for that year.
5. Runoff rates 1m3/fn) were calculated from the runoff (m/yr) yalue
calculated in Step 4 and dràìnage areas (*2).
Lake tnibutary phosphorus loadings were estimated using flows and the
mean yearly phosphorus concentrations of the tributaries. For stneams
recei vi ng muni c'i pal wastewater tneatment p'lant ef f I uents, the ì oad'i ngs
attributed to the streams were detenm'ined by subtracting the treatment
plant loading from the total measured stream load, For several tribu-
tanies, insufficient l97B data, or no data at all, were available to calcu-
late loadings. Table C1 presents the methodologies for estimating
phosphorus loads from the unsampled tributaries.
Loadings to treatment pìants wene assumed to be 1.36 kg P/yn (3.0
ìbs P/cap/yr) for untreated wastewater containing detergent phosphorus and
0.96 kg P/cap/yr (2.1 lbs p/cap/yr) for untreated wastewater without detergentphosphor'us (SDA, unpub'li shed data). Phosphorus removal s due to treatment
bl I SAPP -c5- February l9B3
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Tab le Cl :
La ke
lnlet concentration estimates used in constructing the nut.rient budgets for 1978. (a)
St ream ( m9 P/L) Source of Concentrat ¡on
Ba I sam
Butte rnut Spiller Greek
Schnur Lake lnlet
Mud Lake lnlet
lnlet from Birch Lake
Mud Lâke ln¡et
Butternut creek
lnlet from Lake Duroy
West lnletFox River lnletTovnl ine Creek
Maple Lake lnlet (b)
0. 064
0"083
o. 061
0. 051
0.062
o.o72
0. 055
o.o57
0. 104
a.166
0. 070
Measured in let concentrat ion.
The Mud Lake lnlet \r'as not sampled ín 1978,therefore the ratio of the Mud Lake lnletconcentratíon to the Birch Lake lnlet con-centration in 198l vas multipl íed by the 1978Birch Lake lnlet value to obtain this value.
Spiller Creek \r'as not sampled in 1978, there-fore tlre rat io of the mean of the 1981 and1982 Sp¡ I ler creek concentrations to the meanof the 198"1 and 1982 Butternut Creek concen-trations was multipl ied by the 1978 ButternutCreek concentrat ion to obta i n th i s va I ue.
The Schr¡ur Lãke lnlet \rr'ås not sampled in 1978,thereforc the ratio of the 1981 Schnur Lâkelnlet concentrat¡on to the 198'l Butternut Creekconcentration was multípl ied by the 1978 Butter-nut Creek concentration to obta in this va lue.
The Mud Lake lnlet vas not sampled in 1978,therefore the ratio of the 198l Mud Lake lnletconcentration t,o the 1981 Butternut Creek con-centration was multipl ied by the 1978 ButternutCreek concentration to obtain th¡s vâlue.
Measured 1978 Butternut Creek concentrations.
Mean of 1981 and 1982 i n let dat,a.
Mean of marsh-swamp values (Table C4).
Measured 1978 Fox River lnlet concentrat¡ons.
Measured 1978 Town I ine Creek eoncentrat ¡ons.
Mean of the 1981 and 1982 measuredconcentrat¡ons.
Etk
Enterprise
Sva n
Tovn I i ne
(a):
(b):
These values representand therefore i nc I udeSamp I es \r'e re co I lected
the tota I load ing of phosphorus ín the tr¡butariesthe loading from WWTP, lrhen present.only ¡n 198'l and 1982.
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were considered to be 10,20 and 90 percent for primary, secondary, and chem'ical
phosphorus removal treatments, respectively, and 100 percent for the Bjrchwood
(Baìsanr Lake) seepage ce'l1 and the Lac du Flambeau (Moss Lake) 'ìagoon.
No d'irect field measurements were made of septic tank/tile field loadings,
therefore several assumpt'ions were made. The results of the 1982 shoreline survey
(SDn¡ were used to estimate the"number of septìc tank/tile fje'ld systems 'in use.
The survey results are presented'in the lake descript'ion section. All lakeshore
dwellings (homes and cabins), resorts, and camps were assumed to have septic tanks
(undoubtedly an overestimation). Resorts and camps were cons'idered to be the
equivalent of 10 and 20 dwellings, respect'ive'ly, and to have seasonal occupancy
only. Other dwellings were estimated to be 50 percent seasona'l and 50 percent
year-round resjclences. A year-round occupancy of 2.5 persons was assumed for each
dwelling or dwelling equ'ivalent; seasonal occupancy was considered to be four
months per year. The per capita phosphorus load to septic tanks was assumed to
be the same as for municipai treatment p'lants. (The value of 1.36 kg P/cap/yr is
probabiy h'igh for seasonal resjdences which may not have ìaundry facilities or
other modern app'liances). A phosphorus removal of 90 percent before the djscharge
entered a lake was used for non-fai'ling septic tanks, whereas faììing septÍc
systems were cons jdered to have no phosphorus removal capab'i1ìty. A sept'ic tank
failure rate of 10 percent was used.
For atmospherìc phosphorus loadings (Uottr wetfall and dryfa'l'l ), the value of
0.175 kg P/ha/yr reported in the NES studies was used since it appeared to be a
conservative value. More recent studies (Reckhow et al., L9B0) conclude that the
NES value probably underestimated the .actual load'ings. The weather stations used
to estimate precip'itation at each lake are presented in Table C2; weather stations
were chosen on the basis of precip'itation data provided in the U.S.G.S.
University of l,{isconsin Geological and Natural History Surveys (01cott, 1968;
Young and Hindall,1972; and Oakes and Cotter, 1975), and the average (year)
precip'itation data in NOAA climatological reports.
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Table C2z
Lake Weather Station
Average YearlyPrecipitation
(cm/yr)
National OceanoqraphicAdmini stration weatherestintate precipitation
and Atmosphericstati.ons used toat the study lakes.
Balsam
Butternut
Elk
Enterpri se
Moss
Swan
Tor¿nline
Couderay 7 W
Rice LakeSpooner ExperimentalFarm
Park FallsPark FallsPrentice 1 N andPrentice 2
Rhinelander
Minocqua Dam.Rest Lake
Portage
Rl.inelander
¡:ot avaÍlablenot available
73.4 (a)
83 .7
83.7
86. 6
76 -3
78.685. I?8. O
76.3
(a), l{hen referred to in the text, a value of74.9 cmlyt v,ras used for the averageprecipitation at Bal-sam Lake, based. on theU.S.c.S. hydroloqic budget (young andHindall, 1972).
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Direct dra'inage (the area surrounding a'lake vrhich contributes runoff
d'irectly to the lake rather than a tributary) loadjngs were calculated us'ing
export coefficìents compiled by Reckhow et al. (tgSO) ancl the respective.
coeffjcients applied to specìfjc land use areas. The choìce of coefficients was
based on precip'itat'ion and runoff quantities, the areal extent of individual land
use types, soil and geoìog'ical data from the U.S.G.S.-University of l,ljsconsìn
Geo'log'ica1 and Natura j H'istory Survey atlases (0lcott, 1968; Young and Hinda'll ,
1972; and 0akes and Cotter, 1975), soii survey reþorts (l,l'isconsin Geologìca1 and
Natural Hìstory Survey, 1916,â,b, 1927,1947 and 1959; and U.S.D.A., 1978), types
of vegetation, and fjeld observatjons. The. export coefficients were generalìy
chosen from the lower end of the concentration range presented in the ljterature
whenever data from more than one study were available, thereby y'ielding
conservativeiy low estimates for direct runoff (faU]e C3).
Severai deviations from the general procedure were required to account for
special circumstances. For Swan Lake, an export concentnatisn 0.057 mg PIL was
used for the direct runoff. This was necessitated due to difficulties encCIuntered
ìn interpretìng the effects of agricu'ltural.drainage ìnto the marshes on the
northern shore of the lake, the lack of information on agricultural ferti'lization,
and the relative'ly great distance (five km) of parts of the djrect drainage bas'in
from the lake. The value represents the mean of concentrations from trjbutaries
draining marsh and swamp areas (surrounded by forested lands) investìgated during
this study (Table C4).
At Enterprise Lake, the major potent'ial sources of phosphorus were marsh and
swamp dra'inage from the West Inlet, direct drainage'loadings, and septic tanks.
Since this was a test lake where runoff from the direct drainage area could be a
major source of phosphorus, great care was taken'in order not to overestimate its
effect. The location of marshes and swamps, and the topography, suggested
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Tabre c3: Export coefficients {kq P/ha/yr) used to carcuratethe J"978 direct drainage phosphorus loadings tothe test Iakes. Atl footnoted values are fromdata presented in Reckhow et al. (1980).
Lake AgricultureMarsh
& Swamp Forest
Urban andShorelineResidenti al
BaIsam 0.250 ( c )
Butternut 0.250(c)
EIK 0.250 ( c )
Enterprise 0. O
Moss
Swan
Townline
0. 1s7 ( d)
See text,based onrunoff.
0.1s7(d)
See text,based onrunoff.
o.1s7(d)
0.10O(b) Shore:
O.047(a) Shore:
0.1e(f)
o.r.e(f)
o.o o.o47(a)
A value of 0.057 mq P/L of runoffthe entire area (see text).0.250(c) o.1s7(d) o.oa7(a)
0.047 ( a) Shore: 0. 19 ( f)Urban: 1.1(e)
O.0a7(a) Shorer O.19(f)See text.
Shore: O.19( f)Urban: 1.1(e)
was used for
Shore: 0.19(f)
(a) Dillon, P. J. and W. B. Kirchner, 1975. For sandy soilsover granitic and igneous bedrock.
(b) DiIlon, P. J. and W. B. Kirchner, !g7S; Schinder, D. W.and J. E. Nighswander, I97O; and Singer, M. J. andR. H. Rust, 1975. For silt, sarrdy, and clay loam soils;loam soils over sedimentary bedrock.
(c) Harms, L. L., J. N. Dornbush, and J. R. Anderson , !974¡and Schuman, G. E., R. G. Spomer, and R. F. piest, 1973.For grazed and pastured agri_cultural lands.
(d) Verry, E. S., 1982. For forest composed of 70 % aspen,30 % black spruce and alder
(e) Kluesner, J. W. and G. F. Lee, lg74; and Landon, R. J.,7977. For urban watersheds.
(f ) Landon, R.J. , 1977. For low density resid.ential sub-division with large rots covered $/ith grass and. trees.
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Table C4: Mean yearly total phosphorus concen-trations for inlets with considerablemarsh and swamp drainage, and whichdo not receive discharges from aWãÈtewater treatment plant.
Lvnçh Creek ( Tea_l Lake )19BL: 0.068 mq/L (a)1982: O.A37 mg/L (a)
9fest Inlg! (Enterprjlse l,ake)1981:. 0.132 $q/L (b)l9B2: O.061 ms/L (a)
Mud Lake Inl,et (Butternut Lake)1981: 0.062 ms/L (a)1982: rrot sampled.
(a), The mean (0.057 mg P1L) of. thesevalues was used to estimate sometributary loadings in the L97Bphosphorus budgets (see Table C1).
(b) t Ont!¡ flve samples \{ere collected.
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that some of the marsh-swamp areas (e.g., l-ijlson Lake) act as phosphorus sinks for
a considerable portion of the forested reg'ion around the lake. Therefore,
marsh-swamp areas wjth direct contact with the lake shore (either borderìng itor havÍng an jntermjttent tributary) were considered to contribute 0.057 mg P/L of
runoff (as discussed for Swan Lake), and r{ere assumed to receive drainage from the
forested lands (1.9 kmz) surrounding thern, whereas aì1 other ¡narshes and swamps
were assumed to be phosphorus sinks wh'ich drained 50 percent of the rema'in'ing
forested lands (2.9 kmz); the other 50 percent of these forests (2.9 kn?) were
treatecl as contrjbut'ing d'irect drainage runoff to the lake.
Modifications of the sept'ic tank proce.dures were made for Butternut Lake,
Moss Lake, Elk Lake and Enterprise Lake. At Butternut Lake, the large number of
resorts (e'ight) suggested that some were year-round, therefore 50 percent were
treated as year-round occupancy. For Elk Lake all seven dwellings vrere assumed to
be year-round res jdences due to their proximity to the Town of Phil'l'ips. A
faiiure rate of 3 percent was used for calculating sept'ic tank loadjngs to l4oss
Lake. Since Enterprise Lake was chosen to estimate the impact of septic tanks,
septic tank loadings were estimated for what were considered the most probably
conditions. Langlade County, in which tnterprise Lake is located, is estimated by
county sanitary code administrators to have a 3 percent septìc tank failure rate,
although sanitary surveys of private seu¡age disposal systems serving waterfront
properties around 13 l.lisconsin Lakes showed failure rates averaging 22 ta 26
percent (l^l.N.R.8.,1977). These surveys also'indicated that 70 percent of the
properties were occupied seasonaì1y. Based on these considerations, 50 percent of
the dwellings and the camp were consjdered to be seasonal, and a septic tank
failure rate of 3 percent was used.
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APPINDIX D
l. Precipitatìon, Runoff Rates, and Land Use Areas forTest Lakes.
2. Phosphorus Nutrient Loads for the Test Lakes
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Table D1: BaIsam Lake precipitation and runoff (cmlyr)
Dry Avg. WetYear Year Year 1978 19BO 1981 1982 (Ð
Precipitation (b) 54.1 74.9 114.5 BO.0 80.2 77.2 7B.q
Runoff (c) 16.3 26.7 38.B 28.3 28.4 27.4 27.8
(a)
(b)
(c)t
Table D2:
Source
7982 data were used for January through August, anda\¡erage year values (NOAA) for the remaining months.The average year value is for the lake location(NOAA climatological reports). The dry and wet yearvalues are Chippewa River Basin averages (young andHindall, I972).These âre calculated estimates for the lakeIocation (see Appendix C).
Balsam Lake runoff rates (cu m/s) (a)
1978 1980 1981 19A2
Direct Drainage
Birch Lake InletMud Lake Inlet
o.086
1.481
o.016
0.086
1.486
0.016
0. o83
1.434
o. o16
o. oB5
1.454
0.016
Total 1.583 1. s88 1.533 1.555
(a), Lake surface areas were considered to have zer^onet yearly runoff.
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Table D3: Baisam Lake
Categorv
land use areas.
Area( sq km)
%ofCategory
Area
Direct Drainagea. Marsh and Swampb. Forestc. Agricultured. Shoreline R.esidental
3.44.31.8o.1
35.444. I'18. I
1.O
tvlud
Subtotal:
Lake Inl-eta. Mud takeb. Marsh and Swampc. Forestd. Agriculture
9.6
4.20.t1.2o.5
100. o
1.0. o5.O
. 60.o25. O
Bircb Lake Inlet
Balsam Lake
Subtotal: 2.O
165
1.1
100. o
100. o
Loo.o
TotaI 178
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Table D4: Butternut Lake precipitation and runoff (cm/yr)
Dry Avg. WetYear Year Year 1978 1980 1981 1982
Precipitation (a)
Runoff (b)
54. 1 e3 .7
15. 7 30.8
83.9 90.0 75.7
30. 9 32.9 26.3
114. 5
40.6
(c)
(c)
The average year value is for the lake location(NOAA climatological reports). The dry and wet yearvalues are Chippewa River Basin averages (young andHindalI, i-972).These are calculated estimates for the lakelocation (see Appendix C). :
1"982 precipitation data were not available from thePark FaIls station.
Table D5: Butternut Lake runoff rates (cu m/s) (a).
Source l97B 1980 1981 79a2
(a),
(b),
(c),
Direct Drainage
Spiller Creek Inlet0. o83
o.204
o. oB9
o.2t7
o. 756
o.o47
0.071
o. 173
0. 605
0.037
(b)
(b)
(b)
(b)
Butternut Creek Inlet 0.71O
Schnur Lake Inlet o.044
Mud Lake Inlet 0.036 O.O39 0.031 (b)
TotaI 1.o77 1. 148 0.917 (b)
(a),
(b),
Lake surface areas werenet yearly runoff.:-.9BZ precipitation datathe Park FaIls station.
considered to have zero
were not available for
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Table D6: Butternut Lake land use areas.
Area%of
CategoryÀreaCatecror
Di recta.b.c.d.
km
DrainageMarsh and SwampForestÀgricultureShoreline Residental
1.43.42.9o.B
16.540. o34. 19.4
2.7¿+.551 .42r .6
Subtotal:
Mud Lake Inleta. Mud Lakeb. Marsh and Swampc. Forestd. Agrl.culture
8.5
o. l_
0.9t_.90.8
100.0
Schnurct.b.c.d.e.
Subtotal:
Lake InIetSchnur LakeMarsh and SwampForest *''
AgricultureShoreline Residential
3.7
0.60.62.5o.6o.2
100.0
13 .313 .355.713 .34.4
Subtotal:
Spiller Creek Inleta. Marsh and Swampb. Forestc. Agriculture
4.5
7.35.97.6
100.0
3s. 128.436.5
Subtotal:
Butternut Creek InletButternut Lake
20.8
72.5
4.0
100.0
100. 0
100. o
TotaI LL4
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Table D7: Elk Lake precipitation and runoff (cn/yr)
DryYear
Avg.Year
WetYear 19 7B 1980 1981 r9B2
Precipitation (b) 54.L 85.2
Runoff (c) i-5.3 31.0
114. 5
40.3
84.9
30.8
87 .7 77 .5 83.1
31. B 26.6 29.8
1982 data \,/ere used for January through Augnrst, andaverage year values (NOAA) for the remaining months.The average year value is for the lake location(NOÀA climatological reports). The dry and wet yearvalues are Chippewa River Basin averages (young andHindal], 1972).These are calculated esti-mates for the IakeIocation (see Appendix C).
Table DB: Elk Lake runoff rates (cu m/s) (a)
Source 1978 19BO 1981 19A2
(a),
(b),
(c)t
Lake Duroy InletDirect Drainage
4.268
o.037
4.406
0.038
3. 686
0.032
4.729
0.036
TotaI 4. 305 4.444 3.718 4. 165
(a), Lake surface areas were considered to havezero net yearly runoff.
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Table Ð9: Elk Lalce land use areas.
AreaCatesorv (sq km)
%afCategorlt
Area
Direct Drainagea. Marsh and Si*ampb" Forestc. Agricultured. Urban and Airport
o.3o.71.L7.7
7.918.428.944.8
Subtotal;
take Duroy InletEIk Lake
3.8
437
o.4
100, o
100. o
100. CI
TotaI 441
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Table D10: Enterprise Lake precipitation and runoff (cm/yr).
Dry Avg. WetYear Year Year 1978 1980 19q1 1982 ( a)
Precipitation (b) 60.2 76.3 1O1. B 101.4 81.4 72.6 75. O
Runoff ( c ) 19.3 32.O 48.6 48. 3 35. 1 28.B 30. 9
(a) r l9B2 data were used for January through August, andaverage year values (NOAA) for the remaining months.
(b), The average year value is for the lake location(NOAA climatological reports). The dry and wet yearvalues are Upper Wj sconsin River Basin averages(Oakes and Cotter, 1968).
(c), These are calculated estimates for the lakelocation (see Appendix C).
Table D11: Enterprise Lake runoff rates (cu m/s) (a).
Source 1978 1980 1981 1982
West InIet o. o44 0.o32 o.026 0.028
Direct Drainage 0.167 0. L21 O.099 O.1Oz
TotaI o.211 0.153 0.125 0.135
(a) r Lake surface areas were considered tohave zero net yearly runoff.
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Talrle ,D72¡ Enterprise Lake land use areas.
T" afArea Categrory
Category {sq km) Area
Direct Ðrainagea. Marsh and Swampb. Forestc. Agricultured. Shoreline Residential
2,67.7o.3o.3
23.970.72.72.7
Subtotal:
West Inleta. Marsh and Swampb. Forest
10. 9
L.91.0
100. o
65.534. s
Subtotal: 2.9
1.9
Loo. o
100. oEnterprise Lake
TotaI 15. 7
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Table D13: Moss Lake precipitation and runoff (cn/yr).Dry Avg. Wet
_ Year Year year 1978 1980 1981 1982 ( a)
Precipitation (b) 54.1 82.2 114.5 93.6 77 .3 69. O 81.9
Runoff (c) 22.6 33.4 44.9 37.6 30.4 25.6 33.2
(a), i-9B2 data were used .for January ti:rouqh Auqust, andaverag:e year values (NOAA) for the remaininq. months.
(b) t The average year value is for the lake 1ocation(NOAA climatological reports). The dry and wet yearvalues are Chippewa River Basin averages (young and.Hindall, !972).
(c) t These are calculated estimates for the lakeIocation (see Appendix C).
Table D14: Moss Lake runoff
1 978
rates
1980
(cu m/s)
19Bl_
(a).
1982
Direct Drainage 0.036 o.o29 o.o24 o. 031
(a)t Lake surface areas v/ere considereA to .hãvezero net yearly runoff.
Table D15: Moss Lake land use areas.
%ofArea CategoryCategorv (sq km) Area
Moss Lake
Direct Drainagea. Marsh and Swampb. Forestc. Agricultured. Shoreline Residenti_ale. Urban - Residentialf. Wastewater Lagoon
Subtotal:
o.B
o.52.to. Lo.1o.1o.1
100. o
16. B70. o3.3J.J3.33.3
3.O
Total
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3.8
100.0
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Table D16: Swan Lake
DryYear
precipitation and runoff (cn/yr).
Avg. WetYear Year 1978 19BO 1981 I9B2
Precipitation (b)
Runoff (c)
78.0 113.4 96. 1
18.B 35.4 26.7
103 .5 83 .9 81.6
30.3 2I.2 20.3
48.3
11.4
(a)'
(b),
I9B2 data were used for January through August, án¿average year values (NOAA) for the remaininq months.The average year value is for the lake location(NOAA clj-matological reports). The dry and v¡et yearvalues are Fox-WoIf River Basin averages (Olcott,1e68).
(c), These are calculatecl estimates for the lakelocation ( see Appendix C) .
Table D17: Sv¡an Lake runof f1978
rates
1980
(cu m/s)
L9B1
(a).
t982
Fox River InletDirect Drainaqe
I.245
o. 1BO
1.4J.2
o.205
O.9BB
0. 143
0.946
o. 137
Total: 1 .425 I.677 1. 131 1.083
(a) t Lakezero
surface areas \^¡ere considered to havenet yearly runoff.
Table D1B: Swan Lake Land Use Areas.%of
Area Category94tegory (sq km) Area
Swan Lake
Direct Drainagea. Marsh and Swampb. Forestc. Agricultured. Shoreline Residential
Subtotal:
Fox River Inlet
1.6
5.12.7
13 .0o.5
100. o
24.O12.761. O
2.32t.3
r47
100.0
100. o
Total
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170
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Table D19: Townline Lake precipitation and runoff (cn/yr\ .
Wet Avg. DryYear Year Year 1978 19BO 1981 1982 ( a )
Precipitation (b) 60.2 76.3 101.8 101.4 81.4 72.6 75.O
Runoff (c) 20.t 26.2 40.8 40.6 28.9 Z4.B ZS.7
(a), l-9B2 data were used for January through August, andaverage year values (NOAA) for the remaining months.
(b), The averag'e year value is for the lake location(NOAA climatological reports).. The dry and wet yearvalues are Upper h¡isconsin River Basin averages.(Oakes and Cotter, 1968),
(c)t These are calculated estimates for the lakeIocation (see Appendix C).
Table D2O: Townline Lake runoff rates (cu m/s) (a).
Source 1978 1980 1981 7982
Townline Creek Inlet O. 109 0.078 0.067 O. 069
Direct Drainagie o.o22 0. 016 0.013 0. o14
Maple Lake Inlet O.O21 O.O15 0.013 0.013
TotaI o. 152 0. 109 0. 093 0.096
(a) r Lake surface areas t{ere considered to have nonet yearly runoff.
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?abLe D2!: Townline Lake land use areas.
AreaCategory {sq km)
%arCategory
Area
Townline Lake
Direct Drainagea. Marsh and Swampb. Forestc. Agricultured. Shoreline Residential
0.6
4.21.10.3o.1
Subtotal I.78.5
1.6
lownline Creek
Maple Lake Inlet
Total 12 .4
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Ìäblè D2?: Balsam Lakë Phosphorus Loads.
1 978 1978 Chanoe ln I oael!.¡ í th Der . P W,i thour Der . p
Yo ot' %sr %aîTÖra I W¡r,hgource
, - , kq/yr Tota I kg¿vr. .T.otã I ,-ko/,.vr Det. p
D i rect Dra i nagea. Marsh and Svampb. F0restc. Agrieulture
,5?A45 1 0ûtt9 1 O
'55 245 'l
45 1
10(â) <r
d.. shó re t i ne Rgg,i.den r ia t, . =5 <'! ., 5 <1 -" 0 gsubtotât! t5o 5 150 5- E
Atmospherie 20 I 2A 1 0 O
sépt ¡c Tãnks B(a) <1 2 <1
tlt"JTP (10020 renoval) 0 0 O 0 0 O
Tributariesa. B i rch Lâke I n I êt 300CI 93 3000 93 0 0þ,_¡rttd__te_tse_-!,r'let _. .l+0 1 tp 1 _ 0 0Subroral: 3040 9q 3040 947
Tota I 3220 100 3218 100 <1
(a): Th¡'s valuethe sept ¡c
\{as not rounded off in order to shûw the magnit,ude oftank/t.i le f ield phosphorus load.
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Table D23: Butternut Lake Phosphorus Loads.
1978 1978With Det. P W¡thout oet. P
Chanoe in Load
Sou! ce%sî
ka lvr Trrtá Ill' af %of
Tota I HÍthko/vr Torå I kc /vr Dêr - P
Di recÈ Dra inagea . l4a rsh a nd 9wa mpb. Forestc. Agrículture
AÈmosphe r i c
Sept'i c Tân¡(s
WWTP (20l¿ removal)
Tributaries:a. Spiller Creek
1r2(a) 4 Bo(a)
480 19 340
390 16 390
3520015 10075300
300332 1
15 140 6
1700300
35 1
15 1
753d. thoreline ResidentiaI 'l 5_ 1 _ 15- J 0 0
SubrÖtal; 1t{0 é 140 7 O O
70
b. Schnur Lake ¡nfet 70 3 70c. Mrrd Lako lnle¿ 70 370300d. Butternq! creek '1130 .46 1130. ¡{9 0 0
Subrota l: 1660 68 166A 72 o o
Tot,a I 2462 10Õ ?294 100 170
(a): This value was not rounded off ¡n order to Ehow the magnit,ude of theseptic tânk/tile field phosphorus load.
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Táble DZq: Elk Låke Phosphorus Loads.
1 978 1978I.l¡rh, Der.P. l^tithour Der-.P
%ar %or
Chsnoe in lo:ar.l
%orToral þlithSource Rãlvf Tot,a I ko./vr Totâ I kolvr Det- P
Direct Drâ inagtsa. Marsh and Swamp 5b. Forest 5c. Agriculture 30d- Urban & Airoort- lg0
0ooll
000o
<'f 5 <1<15<1<ì 30 <'l215û3
subt,ot,a l:Atmosphê r i c
Sept ic Tanks
HWTP: ( ?0% rernsva I l
Lakê ûur.öy lnlet
2.30
5
4(â )
1 660
574CI
230
5
3,(a )
1 170
5740
3
<1
<1
22
75
0
o
'l
490
0
0
o
<1
6
0
3
<1
<1
16
80
Totå I 7639 't 00 71tr8 100 491
(a): This value waôof the septic
not, ru¡unded off in ordertank/t i le f iald phoÊphor.us
to shov theloâd.
magn i tude
-t15-
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Table D?5: Énterprlse Lake Phosphorus Loads.
1978l4.Lrh Der. P
o
source kq/vr Y;"iït ko/vr 7i"?[,
1 978H¡thout Det. P
Chànde f n.lr¡âd
%a¡Tota I W¡th
kø lwn llat P
Di rect Dra inageâ. Shorel inë Marshe$b. Forest
At-mosphe r íc
sept ¡c Tanks
West lnl6t
37 1CI0 38006 15 6 0
35 13 0
zr(â) 1o
80 31
1ûO15
c. Agriculture 0 0 O 0 0 0d. Shgrgline,ResidÉnríal ==? ,2 ..1 ? _ O Osuþrorati 120 44 12Q 46m35 't3
35(a ) 13
80 30
104o0
Totå I 270 100 260 100 10
(â): This valuethe sept¡c
vas not rounded off in order to show the mâgnit,ude oftaîk/Ei le field phosphorus load.
-D't 6-
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Table 026: Moss Lake Phosphoru( Loads.
1978 1978with oet. P }.lírhour, Der. P
loof %af
Chânûè ln I oecl
%arTotaI Hith
D¡ rect Dra i nagea. Mn rsh and Swampb. F(rrestc. Agricult¡.rr€d. urban * RÊs¡dential
Atmosphe r i c
Septic Tanks
WWTP ( Lagoon)
10 16'r0 1600
10 16
'¡0 17 0 010 't7 0 00000'¡0 17 0 t
15260CI8(a) 1I¡ 4 6
0000
- e. shorelíne Rêsidential ã I t 9 0 0'
't5 ?,12(a ) 19
00
Tot,a I 10058ro062
(all lhis value wasseptic tank/ti
not rounded off ¡nle field phosphorus
order to show the magn¡tude of theload-
-D1 7-
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Table 027¡ Swan Låt(e Phosphorus Loads.
1978 1978 Chanoe in Loadìrt¡rh qer. P }lirFo,r¡ü CIer. p
lj, kolvr t"¡äl.i;'n
Di rect Dra inage
Atmosphe r i c
sept ic Tanks
WwrP (aO% remova I )
Fox River lnler
320 7 320
30130I'l
44(a ) 1 31(a) 1
1730 39 122û
235ø 52 23tO
3-1
,9
0
0
13
510
0
0
o
<l
11
o
Tota I 447t4 100 39>1 100 12523
(a): Thls valuethê sept¡c
lras not rounded off ín order to shov the nagnituds oftan\/t í le field phosphorus load.
-D18-
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Tâble 028: Townl ine Láke Phosphorus Loads.
1978W ¡ th Þet,, P
/ø of
19781,ri t.hf)rrt Det - P
chãnoe ln Load
l" of Y, ofTorâl Hith
Soqrce ko/yr TotäI ,lql.vl: TotåI .,.-._Fq,/yf. pet. F
D ¡ rect, Dra í nageâ. Marsh and gvampb. Forestc. ÂgricuJ turèd. shorel¡ne Rrel¡ne Residential 5
555
<1<1<1<1
5<to5<'t05<1 CI
5<TÖ
00oo
Subtota l:Aümosphe r i c
Septiç Tanks
WWTP (20% remova f )
Trlþutaries:a. l-vlaple Lake lnlet
20
10
30(a)
54
23
o
o
1
2
2
2
3
6
3
2
4
I
20
10
21(a)
38
25400
0
0
9
t6
Tota I
b. ]'ovnl ¡ne e"reek Þ?0 79 . ..520 82 0 Osubüora I r 545 83
'45 86 0 0
699 't00 100 2'ó3lr
(a): Th¡s value vas nÕt rounded off ¡nseptic t"ank/t,i le f ield phosphorus
order to shov the m.âgn¡tude of theI oad.
-019-
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APPINDIX E
Temporal Variations in Total Phosphorus Concentrat'ions,
Chlorophyll a Concentratjons, and Secchi
Disc Depths in Study Lakes
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Iable El: Hean pre-ban and post-ban total phosphorus concentratjons, chlorophylì a concentraticns, and Secch'i disc depths for LittleBearskin Lake and its test lakes: Enterprise, l'loss, Swan, and Townline Lakes.
Pre-ban Ban
7978 r.980 i981 1982 1 980 - 1982Lake (lest/ % Change "l Change % Change % Change. -nãrå.ãr.ål pareameter Mean(ts.d. ) Mean(:s.d. ) f;o; t9i8 Mean(ts.d. ) i.om réie Mean(=s.d. ) rro¡r tgTg Mean(ts.d. ) rrom tdze
Enterprise Total P(ug/L) 23.0(19.8) 48.s(t32.0) +111 74.8(:68.0) +??5 47.3(:28.4) +!06 5q.1(t41.q) *l1s(reit) chlorophyit a (us/L) 10.0(16.0) 14.6(:13.9) +46 14.1(114.9) +41 i6.9(:15.1) +69 15.3(t13.9) +53'
secchi disc ãeptñ (m) 1.9(i0.6) 2.1(:0.3) +11 2.6(t0.9) ,37 2.0(:0.8) + 5 2.2(,tA.8) +L6
Moss {Test) Total p (us/t-) 26.4(t8.8) 33.8(:26.2) +47 49.2(t?0.7) +85 22.0(:13.i) -17 35.9(t22.4) +36
Chlorophvli a (uslL) 6.a(r2.8) 6.3(t2.8) - 2 5,7(t3.4) -11 6.7(22.6) + 5 6.3(t2.8) - 2
secchi disc îeptñ (m) 2.6(.0.5) 3.3(10.9) +27 3.7(10.9) +42 3.5(:0.8) +35 3.5(t0.8) +35
Swan (Test) Tatal P (us/L) 77.4(t35.6) 87.9(:44.3) +14 68.6(ti6.8) -11 54.4(i-î5.1). -30 69.5(t35.!) -iqchlorophyìí a (ug/!-) 23.6(i18.3) 29.6(:31.3) +25 37.L(x26.9) +57 20.1(:13.16) -15 28.5(t24.2¡ +27
Secchi dìsc ãeptñ (m) 1.9(t0.9) 2.2(t0.9) +16 1.8(10.8) - 5 1.7(:0.6) -11 1.8(:0.7) -5
Townline (Test) Toral p (ug/L) 59.8(123.9) 6I.4(=32.2) + 3 51.6(t10.9) -i4 47.4(:27.3) -21 53.?(t?4.6) -i1ChlorophylÍ a (ug/L) ?I.3(t9.7) 22.2(=L0.8) + 4 22.0(t8.7) + 3 14.6(t1C.8) -31 19.3(t10.3) - 9Secchi ¿isc ãeòtñ (m) i.0(:0.i) t.s(:0.3) +s0 1.7(t0.s) +7a 2.0(10.9) +100 1.7(10.6) +70
Li tt] e Bearski n(Reference) Totaì P (uslL) 33.7(t3.6) 49.3(:32.8) +46 si.5(t25.4) +53 42.4(:22t2) *4q 47.5(t22.0) *41
chlorophyli a'(uq/L) i4.6(r7.0) 72.7(:6.4) -13 15.5(t10.5) + 6 72.6{t9.2) -i4 13.5(:8.5) - 7
secchj'oisc dept¡r (ir) 2.1(10.4) 2.6(t0.9) +24 2.3(t0.6) +10 ?.7{=A.6) +?9 2.5(10.7) +i9
Note: 1) Annual means are averages of monthly means of each year's sampling program: average of Sites 1 and 2:. 1978(N=6), 1980(N=6), tSStlt't=01, 1982(N=7), 1980-81(N=i9).
2) s.d. = standard deviation.
-El -
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Tab'le E2: l.lean pre-ban andfor Teal Lake and
post-ban tota'l phosphorus concentrations, chìorophyllits test lakes: Balsam, Butternut and Elk Lakes.
a concentrations, and Secchi dÍsc depths
Pre-ban Ban
Lake (Test/Reference )
Notes:
Footnotes:
1978
Mean(ts.d. )
41 .3 (r16 .9 )2?.5(tt3.2)1.8(10.6)
60.9(r29.3)27.6(t28.1)1.1(t0.6)
72.4(t18.2)7.4(t2.7)0.7(t0.2)
1982reMean(ts.d.) from 1978
1980-i982'1 Change
Mean(ts.d. ) from 1978
' /r \
7t-7(t85.5)(oJ +7420.3(tiz.4) -i02.2(t0.6) +11
Mean(ts. d. )
127.8(i139.0)(a)25.8 ( t19.0 )2.a(=0.5)
77.8(t2i.1)27.8(t2t.4)i.5(t0.4)
6I.7 (t27.9\ie.0 ( t8.2 )
1.2(r0.3)
se.z(tr¡g.s)(c)20.3 ( r18 .2 )2.4(10.9)
1980rel4ean(ts.d) from 1978
1 981
Balsam (Test) Total P (uSiL)Chl orophyl 'l a ( ug/L )Secch'i djsc î'epth (m)
Butternut (Test) Total P (uSlL)Chlorophyll a (us/L)Secchi djsc -depth (m)
Elk (Test) Total P (usll)Chlorophyll a (uS/L)Secch'i djsc -depth (m)
Teal (Reference) Total P (uslL)Chlorophyll a (us/L)Secchi disc ðepth (m)
Pa rarnete r% Change
from 1978
+209+15+33
+28+1+Jb
-15+157+7t
+¿ól+50+26
48.?(t29 .7 )1"8.4(t14.5)2.a(to .7 )
76.7 (t34.4)23.7 (xL7 .t)1.5(t0.6)
80.9(t27.4)28.3(t29.s)0. e (r0.3 )
47.5(r36.5)13.2(is.8)2.8(11.2)
+t7-18+33
+26-14+36
+12+?82+29
+84ô
-L+47
43 .7 (t22.3)13.9 ( t10.3 )2.0(t0.4)
65.0(t25.5)27 .2(t25.1)r.3(t0.2)
+6to
+11
fJö
+18-5
+19-5+¿/
-10+178+57
+1?9+?1lLl
54.31116.9)15.5(r12.1 )t.2(t0.2)
+7 72.7 (t26.5)-1 26.3(t20.5 )+18 1.4(t0.4)
-25 65.0(r23.8)+i09 20.61t18.4)+7I 1.1(t0.3)
35.7 (t23.3)i5.9 ( t9.6 )1.8(r0.5)
25.9(t3.8)13.5(t7.6)1.e(t0.6)
ss.+(tez.z)(d)16.4(t11.9)
2 .3 (t0.9 )
i)2\
(a)
(b)
(c)
Annual means are averages of monthly means of each year's sampìing program; average of sites1 and 2: 1978(N=6), 1980(N=6), 1981(N=6), 1982(N=7), 1980-82(N=19).s.d. = standard deviation
(d)
1981 Mean is 71.9(x27.4), +74L, without exceptionaììy high value from thesamp'l i ng date i n 1981 .1980-82 Mean is 53.0(:27.6), +28%, without except'ionaìly h'igh value fromsampling date in 1981.1981 Mean is 41.9(t15.8), +6?%, without exceptionally high value from thesampf ing date in 198.l.1980-82 Mean is 41.4(125.9), +60%, without exceptionally hìgh value fromsampling date in 1981.
I ast sunrmer
the I ast surnmer
'I ast sunrner
the last sufimer
C'
![Page 166: ...TABLE OF CONTINTS Executìve Summary List of Fígures List of Tables . I. TNTRODUCTION-..-.. I I. BACKGR0UND-------- _-____-3 A. Lake Phylogeny and Cu'ltural ...](https://reader034.fdocuments.in/reader034/viewer/2022050102/5f4121ca70d6cc450a19afb7/html5/thumbnails/166.jpg)
FIGURE E'IA: TEMPORAL VARIATION OF TOTAL PHOSPHORUS INS!'JAN AND LITTLE BEARSKiN LAKES.
LITTLE BEÊR SKIN LÊKE ffiEFERENCE)
r9?8 1979 1980
JE(5(-)HE
J
=(.}CJHE
J F ]t ß N J J R S O N O J F II R II J J R S O N O J F N Ê ñ J J Ê S O I{ O J F I1 R I1 J J R S O T{ D J F ñ R N J J ß S O N O
-E3-
t38t 1982
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('tN(fIaþta
TñãIrHv,r¡3'tl¡
TPC¡f{
zoIc¡.Þå
FIGURE EIB: TEMPORAL VARIATION OFENTERPRiSE, TOWNLiNE,
TOTAL PHOSPHORUS iNAND LITTLE BEARSKIN LAKES
ENTERPRISE LÊKE
J
õs(JHE
J
()õ(JHE
JE-(-)E(JHE
EHI LITTLE BERR SKIN LRKE (REFERENCE)
!+.€Es4s
1378 l9?9 1980 l98l
TOi,INLÏI{E
JFNRNJJÊSONDJFIIÊIIJJÊSOI{DJF11ÊIlJJRSONDJFNSñJJRSOT'IDJFñf,I1JJÊSOND
-E4-
1982
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F I GURE ElC: TEMPORAL VARIATiON OF TOTAL PHOSPHORUS IN
MOSS AND LITTLE BEARSKIN LAKES.
cñl\,ülctC.:ctTñIrHtnrl3tt-llI
.oC'.1z.oIÞul
JE-(J¿5(JHE
JE-c3ãL)HE
EH¡ LITTLE BERR SKIN LRKE (REFERENCE)
E€Eees
J F N Ê lt J J R S O N O J F I'I R 11 J J ß S O N D J F ñ R N J J ß S O N D J F N Ê N J J Ê S O I{ O J F N R N J J R S O N O
t980
-E5-
G'
t97B l97g l98l 1382
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('tr\,d)ctc¡@
TnãIrHanr¡ôttl¡
fF.1z.G'
Ictl\)(o
F I GIJRE EI D: TEMPORAL VARIATION OF TOTAL PHOSPHORUSBALSAM, BUTTERNUT, AND TEAL LA}(ES.
A
EJTTERI{UT LTìKii
t980
-E6 -
I l.¡
J
äa(JHE
_tE^(JE
,L)HE
J
EsL)HE
(Þ*--s
flnl
J\lô
t\t\
LJ\
J F rl fi ñ J J R S O|t 0J F n R n J J Ê S 0 N D J F n n n J J R S 0 N 0 J F n R n J J Ê S 0 il D J F l1 I ll J J ß S 0 H B
j
#i
t978 1979 lgSt t982
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fjt l
'\']g¡c,ñ,
'oqtrHU'f't,llI
TCI
C]
IG¡Àjg¡
FiGURE EIE: TEMPORAL VARELK AI'ID TEAL
IATION OF TOTAL PHOSPHORUS iNLAKES.
J
ËaL)HE
J
õ=(JHE,
,d-J\ F,U\
b
0*1b
"Jf
(}----<Ð ELK LSKE
t9?8 1979 1980
REFERENCE)
J F T1 R II J J R S O N D J F 11 H N J J R S O N D J F N Ê ñ J J Ê S O T{ O J F I'I F 11 J J R S O N O J F N Ê ñ J J R S O N D
-E7 -
t98r 1982
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FIGURE EZA: TEMPORAL VARIATION OF CHLOROPHYLL A I
SWAN AND LITTLE BEARSKIN LAKES.
EHI LTTTLE BEÊR SKIN LRKE (REFERENCE}
c3J F n AH J J â S 0 N D J F il  n J J-á S 0 N 0 J F n Ê ñ J J ß S 0 t{ D J F n R H J J Ê S 0 il D J F l',l R t1 J J A S 0 N 0
l9?9 1980
N
rd
4'
V
?il
/\[
\/
H(/ilf\t I<')lc)tc¡)lÀ)I'l'91nãtrHU,rlG'
tlt.oCl,+z,oI(Þl\'
JEg=(JHE
t978
-EB.
tg8t 1982
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FIGURE E2B: TEMPORAL VARIATION OF
ENTERPRISE, TOWNLINE,CHLOROPHYLL -A INAND LITTLE BEARSKIN LAT'ES
ENTERPRTSE
TÛi]NLI}'JE
(,rlf\tg,oò.DaIrHU'lloll¡
.uCl.4
oIt3(¡
JEq€L)HE
EH¡ LITTLE BEÊR SKIN LRKE REFERENCE)
eJ F N R N J J ß S O T{ D J F II Ê N J J Ê S O T{ O J F N R ü J J ff S O N I} J F N R fl J J ß S O N O J F 11 R II J J Ê S O N O
r9?8 1979 ì980 1981- -rn-
1982
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(,tf\Jo)c¡('lCt¡
¡0f!
Irt-{<ttflø.F.ñI.:-.gtiClt
c¡¡c!(¡).(¡¡
JEO.€L)
HE
o
F I GURE TZC: TEI,,lPORAL VARIATION OF CIJLOROPHYLL A INMOSS AND L]TTLE BEARSKIN LAI(ES.
EHI LTTTLE BERR SKIN LÊKE (REFERENCE)
J F n R I J J ß S 0 N D J F ll R n J J ß S 0 }{ fl J ii' n ß n J J ß S 0 N 0 J F tl Ê n J J R S 0 N 0 J F ñ R n J J â S 0 N D
r980
-El 0-
r978 r97g t98t tg82
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(,tl\,o)c¡g,(n-¡}ftÞIrHU'r¡¡tIt¡
t('?+
zc¡IÞ
FIGURE EzD:. TEMPORAL VARiATIONBALSAI4, BUTTERNUT,
OF CHLOROPHYLL A INAND TEAL LAKES.
ÊUTiËR*JIJÏ
JFñRNJJÊSONOJFHRNJJRSONDJFNgNJJRSONOJFNRNJJRSO}IDJFNRñJJRSONDt
t97B l3?gl 1380
-Ell-
198t 1982
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F i GUR.E EZE: TEMPORALELK AND
VARIATION OF
TEAL LAKES.CHLOROPHYLL A IN
i
I
Ii
I
-Åï:p.'dt-)HE
H ELK LÊKE
C:¡
JFñRNJJRSO.NDJFIlßIlJJÊSONOJFIIÊIIJJRSONDJFItÊIlJJÊSOI{OJFIIÊNJJHSONO
1979 1980
ril
I
,l
å--oanIÀ)IcDlcrl{tàl'lTI'rt I
=ltlf-HU'r¡ot-ft¡
'gc!ñzC¡
I@À)Cl
JEqç(JH=
1978
-812-
r98l 1982
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FIGURE E3A: TEMPORALSWAN AND
VARIATION OF SECCHT DISC DEPTH INLI TTLE BEARSK I N LAKES .
l-llle'¡l.l-1l.
UTÌ\)ac,@\¡!ñ5I
Iq
anÍtotl-flI
.pêèzoå9'
EHI LITTLE BERR SKIN LÊKE ffiEFERENCE)
t-[Uc¡Lrl -LL Ltu/k
1980
-El 3-
J F N R N J J fi S O I{ D J F 11 A TI J J Ê S O H O J F È' R II J J Ê S O II O J F N Ê ñ J J Â S O T{ D J F N Ê il J J Ê S O N O
1978 1979 r98r lg82
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FIGURË E38: TEMPORAL VARIATION OFENTERPR I SE/ TOWNL I NE,
SECCHI DI SCAND LITTLE
DEPTH INBEARSKI N LAKES
t--uouJ-LJ.
t-Irlotrl -tl-
s----s TÛ'J|'ILINE LfrKE
EHI LITTLE BEÊR SKIN LÊKE (REFERENCE)
¿nINri9lè.à-oñtt-HîJ,nt¡Fft!
.EÞ-f'.+zo,ct
CÐl\)
FLLlotr¡ -tJ-
æ*gr€b
t980
-El 4-
1981 1982
ENTERFRT$E
.&* þ n/juó
Utu/hJ F N R N J J Ê S O N I¡ J F 11 ß N J J R S O N O J F ñ R N J JÂ S O N O J F TI Ê 11 J J R S O Ì{ O J F il R N J J ß S O il D
t978 rg79
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qlt\tq)Cf(o
TlltIrHaclo¡r-,tI
Eê.+z.Ct
tc,o(3
F I GURE t3C: TEI"lPORALMOSS AND
VARIATION OF SECCHl DISC DEPT}J INL I TTLE BEARSK I I.I LAKES .
Flllertr, *t!
EH LITTLE BERR SKIN LÊKE (REFERENCE)
t-[Ilcrtr-l -U- Ltu/h
1980
-El 5-
J F ñ R N J J R S O N O J F 11 ß N J J f, S O I{ O J F 11 ß II J J R S O N O J F N Ê ñ J J R S O H I} J F N 8 N J J R S O T{ O
r978 t979 t98t t982
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FIGURE E3D: TEMPORAL VARIATIONBALSAM, BUTTERNUT,
OF SECCHI DISC DEPTH iNAND TEAL LAKES.
l-LrJ oLLJ -LL
F-L¿Jo
-,u-¡-LL
ultNIollÀ)Ic¡l;lnl:tlt1f-Hv,ftûlt!I:TCltz,t¡¡(5l\)C')
t--I r l(=l!*tr-
oJFNRËJJÊSOHOJFTlÊIlJJRSOTIDJFIIRIIJJRSONDJFITÂIIJJRSOI{OJFItRñJJßSO}IO
t978 rg79 1980
E.lITFt',ilJT
\* -,\*þ ry
-El 6-
198t 1982
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FI GURE E3I: TEMPORALELK AND
VARIATION OF SECCHITEAL LAKES.
DISC DEPTH IN
FIl.lc>
L¡-
uttl\'I\¡lÀJlool;lrtl5ttlËt'lültctlo1F-lÀlI
tÞ-ÞÉ2ÈtÊ¡
t--[rJorJ-l-L
€JFnßnJJss0NDJFnRñJJRsoNDJFnSñJJÊsoNDJFnÊñJJRs0t{DJFnñnJJRs0HD
1980
-El 7-
tg78 1979 t98t 1982
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Secchi Disc
Rel ati onsh i ps
APPINDIX F
Depth and Chl orophy'll a
in Townlìne and Elk Lakes
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sD
T
sc
o r a +. . - . +. . . o + . r . . *. . a . * . . . . *, . . a * - a a a l. . ¡ . f . . . . t. . _ .-a'
'al¡.0 I at
a'.a
a.
J,8 + ;a
3a
a'
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a
.l-' t.a
a'
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.13.2 + '
+
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a'
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a
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aa
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a a.a ?. . . . l. . a . t. . . . I . . . . *. o ¡ r O. . a . l, . . . *. . . . *. . . . l. . - a9. t5 21 21 33-'r2 13 2$ 30 36
CHtA
FIGURE Fl: Townlìne Lake Secchj.djsc depth (ft) versuschìorophyll g_ ( ,g/L) 1978.
-Ft -
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..} a . a - i a . . . * r . . . 1 . . - . f - . . . * . . . . 0 a . r a + . . . . t . . a . l a . a . l a
sD
Isc
a
e
I
a
7.2 +
a
t
-a
6.6 +
a
-a'
',6.0 +
e
?
a
t
5.4 +
a
a
t
al¡.8 +
4-2
J-6
a
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+a
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+
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I
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Ç
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a
+
a t.l-r..1. .. .*.. ç..*t. r "*...tf ....*....1. a..1.-..1....{.
5. T5 25 35 ¡t50. 10 50
Townl ine Lakechìorophylì a
30 It0
disc depth (ft) versusI 980.
2A
cü[Â
FIGURE F2: Secch i( ¡gil)
-F2-
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:. r..1.... i....Ô.¡¡e *.e ...1....*.._.*..
rt!
8.25 +
.ra
a
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D
1.1src.
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t ,-.
a
1
5.25 '+
a
.l t I tl1O
a
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:a
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a
a_
ar aa. f .. ..*a.. - 1... af , ¡..¡}. a _.l. . a. *a...12's 1s.o
l7's 20.o
22'3;r.;'ãz]i"
cHtÀFIGURE F3: Townl ine Lake $ecchi. disc_ depth (tt)chìorophyìì a (-ttgtt)-iõSl.
.. *..o ¡}a...1..
a
a
a
o'o
'!a
a
+
-a
a
-+
a
,a
1-+
l:ttaa
+
a
a
t'a
+
!
aIf
a
ça
1.l. .. . *. . .. l. .
32_ 50.0 .15_ 0
versus
-F3-
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sD
rsc
12.25
f0.50
8.7 50
7.000
5.250
3.500
1. ?50
aa
+
a
a
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a
+
a
a
-o
+
a
a
a
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.*....0.... f a a.. *.... *. t. . t. t t t lt t t t ?.. ' t it t t t *t t t
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a
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2q.5 31.5
1
.1.. -. *. .. . *.. -. *....i....*. ..3.50 10.5
?.00 14.0
FIGURE F4: TownÏ ine Lakechì onophyl 'l g
Secchi disc depth (ft) versus( yg/L) I gez.
17.5
CHLA
2l- CI 28.0 35.0
-F4-
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.1 . . . . 0. . . r f .. - a . *. o . . 1 . . . . 0 . . . .1 . . . . * . . . .1 . a . r i ¡ r r . l .aa
_T.0 0
2.75
?.50
z. z5
2.00
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'1.50 $ta
l'¡
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¡f .o. a{a r ¡ r}c. -. }. ¡ ¡ ¡ I.. a.*....*-... t.,..*.. ,.,}.... $,3. 5. 9. 11
û.
FIûURE F5:
7.
cflLt
6. 8.
tlk Lake Secehi disechlorophyll a ( yglL)
depth (ft¡ versusl g7g,
10 12
-F5-
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rtrr.-ti...a
.11û. t¡ +
-t¡.0 +
a
q
3.6 +
a
3.2
a
?.8 +
t
a
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a
!
?.0 +
a
.*a.. a. *. - a. *. a .a # .. -.*... a{ a.. a}r ¡ or ?. -- . *_
I
a
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.1 11r* ¡ r t'r*r r r r'Fr r '- r *r - r t*t - - -t- -- - *- - - -*- -t -r. t ...*.... *:10. 30. so. --io.--- --.ro:.--0, û 20. 40. 60. g0- 100
CTrLA
FIGURE F6: Elk Lake Secchi disc depth (tt) versuschlor"ophyll a ( "ug/L) lgSO.'
-F6-
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6-0. . r +. . . . 0. . a r 0. r . . l a a . . I . ¡ . . *. . . - f . . . . $. . . . + a " . a *. .. -
5.5
5-0
s,D
I l¡.5sc
q.0
3.5
3.0
2*5
+
t
!
a
a
a
I
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C
a
a
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+
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+
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+
at-+r.-¡
6.
l+a
a
a
a
+¡
!
a¡lla
-+
a
l.f
t21 +
"a e
a
elr2+a
a
.!
tt;o
..,'aa'
o1+a
a
a
a2 +''1 . . r . * . . . . f . + . "
.} - . r . *. r , . Ç. . . . f ¡ a . a l. . a . l. .. .!r. 15 21 27 33T2 18 24 l0
FIGURE F7:
CHLÀ
Elk Lake Seechi disc depth (ft) versuschlorophyll g ( N/L) lg8t
-F7 -
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.1.... i. ...f .. -.l.. a .*.. .. ta...+.. a. *.... *.. .. i. ...f .
sD
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a
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5.5 ra
a
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.a
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a
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a
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a
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a
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a
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.0.. -.*.--.*.. . .*.,.. a|.. ..{... .1....}--..*..5. t5 25 35
.. *....1.rt5
500-
FIGURE FB:
20
CHLå
10 30 t¡0
tlk Lake Secchi discchlorophyll a (¿gll)
depth (ft) versus1982.
-F8-
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APPENDIX G
Temporal Variat'ions in Green and Blue-Green A'lgal Counts
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APPTNDIX G
Anaìysís of Algal Ident'ification and Enumeration Data
Figures 7A through 7E show the temporal variatjon in green a'lgae over the course of
the study. The monthly means of the counts of green algae are plotted. Fjgures BA
through 8E are s'imilar plots for blue-green aigae. It js read'ily apparent from these
figures that both green and blue-green algae steadily increased in numbers in both test
and reference lakes throughout the study.
Analyses were conducted on logarithm. of.blue greens (1n BG), ìogarithmu of greens
(ln G), p = BG/(BG+G), and ln [pl(t-p)]. The transformations, where used, were for
obtaining better agreetnent with the dìstrjbutional assumpt'ions for the various analyses.
The use of the 'log'istic tnansformat'ion, 'ln P/(1-p), was of narginal value.
Tables l and 2 represent covariance analyses s'imilar to those dc,ne tor total
phosphorus, chlorophy'll a, and Secchi dìsc depth. 0bserve in Table 1, for all
measurements considered, that the apparent track'ing of the test lakes by the reference
lakes is account'ing for a substantial amount of the total varjabilit.y. Even so, except
for the greens, the post-ban effect is statistically sign'ificant (aìthough not
dramatically so). In Table 2, you wil'l observe that this post-ban effect is primarily
assocjated with Elk Lake, with Butternut a'lso appearing for the bìue greens. In both
instances, the direction is associated w'ith increases in the blue greens that were
greater than correspondìng reference lakes.
-G3-
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ex
COox
J¿-
frEt-tz.-,
ctx
EHI LITTLE BERR SKIN LÊKE ßEFERENCE'
îd \þ"
J F tI R n J J ß S 0 N 0.r' F n A ñ J J n S 0 il D J F r  rl J J R S 0 il 0 J F H  ñ J J ß S 0 * 0 J F n R n J J F S 0 N D
t978 t979 t980 t98t
FJûURE GJ/\ TEIIPORRL VÊRIRTTON OF GREEN ßLçffE
_Gl _
tg82
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JE\ry.a=t-- *H4-J9
x
ê----â EHTERPSTS€ Lffi€
g--.-.q TOJ:.{LiNE LfìKE
Qo
ft{JE
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x
-r+Õix
(oè
et.'ró-'l¿
óóq
\flid tr
ö
JE\ð.u) çF--Hz.ìa
x
wþt978 ts79 1980 t98r ts82
FIGURE G]3 TEIIPORRL VÊRIÊTION OF GREEN RLGRE
Afufl"/{
EHI LITTLE BERR SKIN LRKE ßEFERENCEI
J F N ß N J J ß S O N D J F N ß il J J ß S O N O J F T Ê N J J Ê S O T{ D J F TI ß N J J Ê S O T{ D J F ñ ß N J J A S O }I D
-G2-
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JE(nF-Hz.= o
x \n\\r(H I13SS LÊKE
r978 1980 t98t t98?
FIGURE ûlC TEMPORRL VRRIRTTON OF GREEN FLGRE
=G3-
r97e
JFIIRIlJJRSONOJFNÂllJJÊSONOJFTIÊñJJRSO}.IOJFIIRIIJJFSONOJFilßNJJÊSOI{D
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!¡(Ðx
lf)E¡x
JE\ñl\Öu)çF--H--)9x
v
ç(ãx
fr}c¡x
J¿-
\o(n7l-- -Hz--J9 x
Ic¡E
(t)IJ!
JE\È(.rît-- -Hz.-rgx
ß--€l EUTTERI{JT LRKT
qEHI TERL LÊKE GEFERENCE)
1978 t979 t980 r98t
FTGURE GID TENPORRL VRRÏRTION OF GREEN RLGRE
-G4-
r1ì'ù)
\eItB-ó-Ð
J F N ß N J J R S O II D JF It Ê N J J R S O }I D J F N Ê ñ J J Ê S O II O J F N R ñ J J R S O N D
1982
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H ELK LÊKF
JE\eu)î
t-- -Hz.J9
x
..4ctx
ç¡ctx
JE\Ëu) Ê.t-- -Hz.J=
x
ry'TERL Lf;KE {REFERENCE)
/q
îBÅq F.J\lJ F IT R II J J R S O T{ O J F Tt R N J J R S O I{ I¡ J F TI ß'1 J J R S O N D J F II Ê ñ J J Ê S O N O
1978 r97S t980 t98t
FTGUREG]E TENPORRL VRRÏRTTON OF GREEN RLGRE-G5-
1982
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rtc¡x
(l'e
Jç-
fr?Hz,¿el
E
G'ax
JE,
f/)?Hz.-t
Ctx
g---o S'JÊI'¡ LÍIKE A *.4"-f- l\f\ I{\ l*b jòl
ó
EHI LrrrLE BERR sKrN LRKE *EFEREN'Ð f
H f,,fJ\ "r
t982t978 1979 t980 198t
FIGURE G2A TEI1PORRL VRRIRTTON OF BLUE-GREEN RLGRE=G6-
J F fî 8 T1 J J R S O N D J F II 8 ñ J J R S O N D J F ñ Ê N J J R S O N D J F N A il J J R S O TI O J F 11 R II J J Ê S O }I D
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tgtx
(t,ctx
(l€x
JEU)F-Hz.=
JxU't-Hz.)
€'{TEf,.ÉßTSE Lfi'.E
ß*"----Ð TÛJI]LINF
t978
/I
T
/
rütò¿
,l\d\tt¿
GHI LITTLE BERR SKIN LRKE ßEFERENCE)
(Ð
=xJE
\oavF.- -Hz.J? x
nÅE/ú
EI
t979 l9B0 l98t
FÏGURE 328 TEilPORRL VRRTÊTÏON OF BLUE-GREEN RLGÊE
t982
JF NR N J J Ê S O N D J F 11 g N J J R S ON D J F Nß ñ J J R S O N O J F NR N J J Ê S O ND J F N Rñ J J Ê S O N O
,G7 -
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JËg)Þ-Hz.3
JE\Ë(/|t=F--Hz.-/9 x
ôlc:x
g.--_Ð !1üSS LÊKE
\Å
EHI LITTLE BEHR SKTN LÊKE ÍREFERENTE)þf,'I\ F*l þ dE¡
J F I1 F 11 J J R S O N O J F N R N J J Ê S O il O J F N ß í J J Ê S O N D J F II ß 11 J J R S O N D J F N Ê ñ J J 8 S O N O
ÌC'x
r978 1979 1980 r98t t982
FIGURE G2C TEMPORRL VRRIRTION OF BLUE-GREEN
-Ê8-
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!fcl,a
(t¡É¡x
-J4 \õc'Jî
,t-.- -Hz")É
x
.iex
(rtex
-Jr\Õç)Et-- -Hz.J9
x
JE<nt-Hz.)
t978 t97g 1980 t98t 1982
FÏGURE G2D TEIIPORRL VRRIRTTON
T1
ar
\\
\o
BiJïTÊnNL,ï
çox
çtc¡x
$tôx
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J F N R ñ J J N S O N O J F N Â H J J Â S O N O J F ÌI R TI J J R S O I{ O J FN Ê ñ J J Ê S O N O
-G9 -
OF BLUE-GREEN RLGRE
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ELK LÊKE
.('tex
Js-\o(na
t-- -Hz.Jg x
JEat-H4
=
q#"\n:
dÐe,p\
ñ,ox
e,a
TEÊL LRKE ßEFERENCE)
qrruH-Fú\lJ F N R ñ J J ß S O N O J F TI Ê II J J R S O I{ O J F N R ñ J J R S O N D J F T R ñ J J Ê S O N D
t978 t9?9 t980 tg8l 1982
FIGURE ç¿g TEI1P0RRL VRRIRTI0N 0F BLUE-GREEN ßLGRE
-Gl 0-
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TABLE Gl: Anal ys i sc)
ln G;ofp=
covariance forBG/(BG + G); d)
a) 'ln BG; b)I nIp/ ( t-p)] .
Mean
I(i)J
I
a)
b)
c)
Source
R. F.I.A.S.A.B.
Res i dual
R. F.I.A.s. A.B.
Resi dual
R. r.I.A.S. A.B.
Res i dua I
R. F.I.A.S.A.B.
Res i dual
Sum ofares
7r2.35140.53
7 .7579.00
444.30
242.3341 .159.927 .59
300.24
4.4t4.49
.13
.839.86
707 .9434.118.58
14 -41139.59
Degrees ofFreedom are
772.3523.421.29
TT.292.27
242.336.861 .65i .081 .53
4.41.75.02.12.05
707 .945.691 .432.06
.77
TestStati stí c
374.2*10.33*
1
5 .0*
1 58 .4*4.5*1
1
88.2*15.0*I2.4*
997.l"*9.0*2.02.9*
1
667
196
I667
196
1
667
196
1
667
196
R2
.51
.62
.62
.68
.40
.47
.49
.49
.2?
.45
.46
.50
.78
.82
.83
.85
.51
.i1
.00
.06
.40
.07
.02
.01
.22
.23
.01
.04
.78
.04
.01
.02d)
R. F. : Reference LakeI,A.: Intercept adjustment for individual test lakesS.A.: Slope adjustment for individual test lakesB. : Pre/Post ban adjustment for intercept
*Statístically significant at at least 5% level.
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TABLE G2:
Swan
Bal sam
Elk
.64
.74
3 .08* .33* .37*
.15 .98*
.19 .70*
.29 .84*
1,.47* .70*
0 ..94*
.2r . 86*
-.25 'l .ì1*
Estimates of pre/post ban effect on íntercept andcorresponding reference lake for ln BG, 1n Go p
tpl(l-p)1.
slope(s) for= BG/(ee + G), and ln
p 1n Ip/(l-p)]ln Gïn BG
Lake Intercept S'l ope Intercept S'l ope Intercept Sl ope Intercept Sl ope
Butternut 1.61*
.83*
.65*
. B1*
.62*
1 .06*
.26
.34
.47
.91
.18
.52
.90
1.03*
.67
.85*
.7r*
.57
.50
.51
.07
.04
.09
.44*
.48*
.60*
?o*
.61*
Enterprise -.91 .05
.07Ic,N)I
Moss
Townl i ne -1.23
Approxi -mate stand-ard devi-at'i on . B0
- .58 1.06
.98* -.11 .54*
.09.35.90.17 .09.34.13
*Statistically significantly different from 0 at at ìeast the 5% ievel
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APPENDIX H
Vol lenwe'ider Loading Criter'ia
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APPTNDIX H
Vol lenweider Loadi ng_ Criteria
The phosphorus model based on mean depth and hydraulic resjdence time,
developed by Vollenweider (1975), was used as a quant'itative guideline by which to
judge the magnitude of the effect of phosphate detergents on the test lakes. This
model compares the actual areal loading of phosphorus (g p/m2 lake surface/yr) to
permissible and critical loading rates calculated from the model. The formula used
for determ'ining the critical loading rate was:
L. = 0.02
where L. = critical loadíng rate for phosphorus
(g/^2 /yr)I = mean depth of 'lake (m)
= hydraulic residence time of lake (yr)
V, = sedimentat'ion vel oc'ity (m/yr)
For these'lakes, the value of 10 m/yr for V, was used (Vol'lenweider, 19i5). The
permissible criterion js one-half the crjtical loading criterion.
-H1-