U.S. ENVIRONMENTAL PROTECTION AGENCY NATIONAL EUTROPHICATION SURVEY WORKING PAPER SERIES REPORT ON PRAIRIE R3SE LAKE SHELBY COUNTY IOWA EPA REGION VII WORKING PAPER No, 501 CORVALLIS ENVIRONMENTAL RESEARCH LABORATORY - CORVALLIS, OREGON and ENVIRONMENTAL MONITORING & SUPPORT LABORATORY - LAS VEGAS, NEVADA iVG.P.O. 699-440 ------- REPORT ON PRAIRIE ROSE LAKE SHELBY COUNTY IOWA EPA REGION VII WORKING PAPER No, 501 WITH THE COOPERATION OF THE IOWA DEPARTMENT OF ENVIRONMENTAL QUALITY AND THE IOWA NATIONAL GUARD AUGUST. 1976 ------- CONTENTS Page Foreword i i List of Iowa Study Lakes iv Lake and Drainage Area Map v Sections - I. Conclusions 1 II. Lake and Drainage Basin Characteristics 3 III. Lake Water Quality Summary 4 IV. Nutrient Loadings 8 V. Literature Reviewed 12 VI. Appendices 13 ------- 11 FOREWORD The National Eutrophication Survey was initiated in 1972 in response to an Administration comitment to investigate the nation- wide threat of accelerated eutrophication to freshwater lakes and reservoirs. OBJECTIVES The Survey was designed to develop, in conjunction with state environmental agencies, information on nutrient sources, concentrations, and impact on selected freshwater lakes as a basis for formulating comprehensive and coordinated national, regional, and state management practices relating to point-source discharge reduction and non-point source pollution abatement in lake watersheds. ANALYTiC APPROACH The mathematical and statistical procedures selected for the Survey’s eutrophication analysis are based on related concepts that: a. A generalized representation or model relating sources, concentrations, and impacts can be constructed. b. By applying measurements of relevant parameters associated with lake degradation, the generalized model can be transformed into an operational representation of a lake, its drainage basin, and related nutrients. c. With such a transformation, an assessment of the potential for eutrophication control can be made. LAKE ANALYSIS In this report, the first stage of evaluation of lake and water- shed data collected from the study lake and its drainage basin is documented. The report is formatted to provide state environmental agencies with specific information for basin planning [ 3O3(e)], water quality criteria/standards review [ 3O3(c)] , clean lakes [ 3l4(a,b)], and water quality monitoring [ 5106 and §305(b) ] activities mandated by the Federal Water Pollution Control Act Amendments of 1972. ------- 111 Beyond the single lake analysis, broader based correlations between nutrient concentrations (and loading) and trophic condi- tion are being made to advance the rationale and data base for refinement of nutrient water quality criteria for the Nation’s freshwater lakes. Likewise, multivariate evaluations for the relationships between land use, nutrient export, and trophic condition, by lake class or use, are being developed to assist in the formulation of planning guidelines and policies by EPA and to augment plans implementation by the states. ACKNOWLEDGMENT The staff of the National Eutrophication Survey (Office of Research & Development, U. S. Environmental Protection Agency) expresses sincere appreciation to the Iowa Department of Environ- mental Quality for professional involvement, to the Iowa National Guard for conducting the tributary sampling phase of the Survey, and to those wastewater treatment plant operators who voluntarily provided effluent samples and flow data. The staff of the Water Quality Division of the Department of Environmental Quality provided invaluable lake documentation and counsel during the Survey, reviewed the preliminary reports, and provided critiques most useful in the preparation of this Working Paper series. Major General Joseph G. May, the Adjutant General of Iowa, and Project Officer Colonel Cleadeth P. Woods, who directed the volunteer efforts of the Iowa National Guardsmen, are also grate- fully acknowledged for their assistance to the Survey. ------- iv NATIONAL EUTROPHICATION SURVEY STUDY LAKES STATE OF IOWA LAKE NAME COUNTY Ahquabi Warren Big Creek Reservoir Polk Black Hawk Sac Clear Cerro Gordo Darling Washington Lost Island Clay, Palo Alto MacBride Johnson Prairie Rose Shelby Rathbun Reservoir Appanoose, Wayne Red Rock Reservoir Marion Rock Creek Jasper Silver Worth Spirit Dickinson Viking Montgomery West Okoboji Dickinson ------- 4138— \ Iowa Map Location 4136— 9508’ PRAIRIE ROSE LAKE Scale 0 Tributary Sampling Site X Lake Sampling Site Km. 0 iMi. 95 12 ------- PRAIRIE ROSE LAKE STORET NO. 1908 I. CONCLUSIONS A. Trophic Condition: Survey data indicate that Prairie Rose Lake is eutrophic. It ranked fifth in overall trophic quality when the 15 Iowa lakes and reservoirs sampled in 1974 were compared using a com- bination of six parameters*. Three of the water bodies had less median total phosphorus, four had less and two had the same median dissolved orthophosphorus, six had less median inorganic nitrogen, eight had less mean chlorophyll a, and six had greater mean Secchi disc transparency. Survey limnologists noted that the water was very muddy near sampling station 1 in July. They observed an algal bloom throughout the lake and macrophytes and an algal mat at the east end of the lake in September. B. Rate-Limiting Nutrient: Due to significant nutrient changes in the samples, the algal assay results are not representative of conditions in the lake at the times the samples were taken (04/17/74 and 09/25/74). The lake data indicate phosphorus limitation at sampling station 1 and 2 in April and at station 2 in September. Station 1 was nitrogen limited in September. * See Appendix A. ------- 2 C. Nutrient Controllability: 1. Point sources-—No point sources of nutrients are known to impact Prairie Rose Lake. Although the lake is surrounded by Prairie Rose State Park, virtually all of the park sewage is transported out of the drainage basin for treatment and disposal*. During the sampling year, the lake received a total phos- phorus loading of 0.72 g/m 2 /year, or more than twice that pro- posed by Vollenweider (Vollenweider and Dillon, 1974) as a eutrophic loading (see page 11). Unless the non-point phosphorus load can be reduced, Prairie Rose Lake can be expected to exhibit progressive symptoms of eutrophication. 2. Non-point sources--All of the phosphorus entering the reservoir during the sampling year apparently came from non- point sources, of which the principal cultural one was agri- culture. The one tributary sampled (B-i) contributed about 28% of the total phosphorus load. Minor tributaries and irrmiediate drainage were estimated to have provided about 69% of the total phosphorus load. A study of land-use practices in the drainage is needed to determine whether any significant reduction of non-point phos- phorus inputs can be accomplished. * Hemminger, 1976. ------- 3 II. •LAKE AND DRAINAGE BASIN CHARACTERISTICSt A. Lake Morphometrytt: 1. Surface area: 0.88 kilometers 2 . 2. Mean depth: 3.3 meters. 3. Maximum depth: 8.1 meters. 4. Volume: 2.904 x 106 m 3 . 5. Mean hydraulic retention time: 1.2 years. B. Tributary and Outlet: (See Appendix C for flow data) 1. Tributaries - Drainage Mean flow Name area (km 2 )* ( m 3 /sec)* Unnamed Stream B-l 5.7 0.02 Minor tributaries & imediate drainage - 13.8 0.06 Totals 19.5 0.08 2. Outlet - Unnamed Stream A-i 20.4** 0.08 C. Precipitatiorl***: 1. Year of sampling: 82.3 centimeters. 2. Mean annual: 71.3 centimeters. 1- Table of metric conversions--Appendix B. ft Harrison, 1975. * For limits of accuracy, see Working Paper No. 175, “...Survey Methods, 1973—1976”. ** Includes area of lake. *** See Working Paper No. 175. ------- 4 III. LAKE WATER QUALITY SUMMARY Prairie Rose Lake was sampled three times during the open-water season of 1974 by means of a pontoon-equipped Huey helicopter. Each time, samples for physical and chemical parameters were collected from a number of depths at two stations on the lake (see map, page v). During each visit, a single depth-integrated (4.6 m or near bot- tom to surface) sample was composited from the stations for phytoplankton identification and enumeration; and during the first and last visits, a single 18.9-liter depth-integrated sample was composited for algal assays. Also each time, a depth-integrated sample was collected from each of the stations for chlorophyll a analysis. The maximum depths sampled were 7.3 meters at station 1 and 2.4 meters at station 2. The sampling results are presented in full in Appendix D and are summarized in the following table ( the July nutrient samples were not preserved properly and were not analyzed). ------- A. SUMMARY OF PHYSICAL. AND CHEMICAL STORET CMARACTERISTICS FOR PRAIRIE CODE 1908 ROSE LAKE 1ST SAMPLING ( 4/17/74) 2ND SAMPLING ( 7/ 2/74) 3RD SAMPLING ( 9/25/74) 2 SITES 2 SITES 2 SITES PARAMETER RANGE MEAN MEDIAN MANGE MEAN MEDIAN RANGE MEAN MEDIAN TEMP (C) 9.7 — 11.0 10.3 9.9 23.3 — 24.3 23.8 23.6 1.7 — 16.2 16.0 16.0 DISS OXY (MG/L) 10.0 — 11.2 10.4 10.0 6.4 — 7.6 6.9 6.8 7.0 — 8.0 7.4 7.4 CNDCTVY (MCROMO) 284. — 294. 288. 285. 392. — 397. 395. 394. 283. — 287. 285. 285. PH (STAND UNITS) *****G ***** *******Ø*O *O*O* 8.2 — 8.4 8.3 8.2 7.8 — 7.9 7.9 7.8 TOT ALK (MG/L) 185. — 187. 186. 186. *****O ._* ******4***G* ******* 164. — 166. 165. 164. TOT P (MG/U 0.03b — 0.056 0.043 0.042 ****** ******Q*9**G** Q Q**O* 0.035 — 0.152 0.077 0.070 ORIHO P (MG/L) 0.007 0.017 0.009 0.007 ***4D* 0.009 — 0.015 0.011 0.011 N02.N03 IMG/L) 0.750 — 0.800 0.770 0.760 ***** GD*O*****•*****O***Q* 0.090 — 0.160 0.103 0.090 AMMONIA (MG/L) 0.050 — 0.070 0.058 0.060 O***** 0.040 — 0.070 0.054 0.060 KJEL N (MG/L) 0.600 — 0.800 0.650 0.600 ooo’ 0.700 — 1.100 0.857 0.800 INORG N (MG/L) 0.810 — 0.860 0.828 0.815 0.140 — 0.210 0.157 0.150 TOTAL N (MG/U 1.350 — 1.590 1.420 1.360 •***** 0.800 — 1.260 0.960 0.900 CHLRPYL A (UG/L) 13.3 — 14.2 13.7 13.7 21.4 — 28.7 25.0 25.0 13.1 — 13.4 13.2 13.2 SECCHI (METERS) 1.0 — 1.2 1.1 1.1 0.8 — 1.0 0.9 0.9 0.7 — 0.8 0.8 0.8 (7 , ------- 6 B. Biological characteristics: 1. Phytoplankton - Sampling Dominant Algal Units Date Genera per ml 04/17/74 1. Asterionella . 7,006 2. Centric diatoms 2,158 3. Flagellates 1,487 4. Dinobryon p.. 835 5. Ankistrodesmus 435 Other genera 1,365 Total 13,286 07/02/74 1. Melosira p. 522 2. Anabaena 494 3. Aphanizomenon 385 4. Fragilaria p. 275 5. Cryptomonas p. 2O Other genera 521 Total 2,417 09/25/74 1. Cryptomonas p. 766 2. Closteriopsis . p... 681 3. Fragilaria p. 383 4. Oscillatoria . p_. 255 5. Stephanodiscus p. 85 Other genera 42 Total 2,212 2. Chlorophyll a - Sampling Station Chlorophyll a Date Number ( ig/1 ) 04/17/74 1 14.2 2 13.3 07/02/74 1 21 .4 2 28.7 09/25/74 1 13.4 2 13.1 ------- 7 C. Limiting Nutrient Study: Significant changes in nutrient levels occurred in the assay samples prior to the beginning of the assays, and the results are not indicative of conditions in the lake at the times the samples were taken (04/17/74 and 09/25/74). The lake data indicate phosphorus limitation at sampling stations 1 and 2 in April and at station 2 in September (the mean inorganic nitrogen/orthophosphorus ratios were 116/1, 61/1, and 16/1, respectively); however, nitrogen limitation is indicated at station 1 in September (the mean N/P ratio was 12/1). ------- 8 IV. NUTRIENT LOADINGS (See Appendix E for data) For the determination of nutrient loadings, the Iowa National Guard collected monthly near-surface grab samples from each of the tributary sites indicated on the map (page v), except for the high runoff months of April, May and June, when two samples were collected. Sampling was begun in August, 1974, and was completed in July, 1975. Through an interagency agreement, stream flow estimates for the year of sampling and a unormalizedu or average year were provided by the Iowa District Office of the U.S. Geological Survey for the tributary sites nearest the lake. In this report, nutrient loads for sampled tributaries were determined by using a modification of a U.S. Geological Survey computer program for calculating stream loadings*. Nutrient loads for unsampled “minor tributaries and immediate drainage” (“ZZ” of U.S.G.S.) were estimated using the nutrient loads at station B-i, in kg/km 2 /year, and multiplying by the ZZ area in km 2 . No known point sources impacted Prairie Rose Lake during the sampling year. * See Working Paper No. 175. ------- 9 A. Waste Sources: 1. Known municipal - None 2. Known industrial - None B. Annual Total Phosphorus Loading - Average Year: 1. Inputs - kgP/ %of Source yr total a. Tributaries (non-point load) - Unnamed Stream B-i 180 28.3 b. Minor tributaries & immediate drainage (non-point load) - 440 69.3 c. Known municipal SIP’s - None d. Septic tanks - None e. Known industrial - None - - f. Direct precipitation* - 15 2.4 Total 635 100.0 2. Outputs - Lake outlet - Unnamed Stream A-i 170 3. Net annual P accumulation - 465 kg. * See Working Paper No. 175. ------- 10 C. Annual Total Nitrogen Loading - Average Year: 1. Inputs — kgN/ %of Source yr total a. Tributaries (non-point load) - Unnamed Stream B-i 3,840 27.3 b. Minor tributaries & ininediate drainage (non-point load) - 9,300 66.0 c. Known municipal SIP’s — None d. Septic tanks - None e. Known industrial - None - - f. Direct precipitation* - 950 6.7 Total 14,090 100.0 2. Outputs - Lake outlet - Unnamed Stream A-i 4,705 3. Net annual N accumulation - 9,385 kg. 0. Mean Annual Non-point Nutrient Export by Subdrainage Area: Tributary kg P/km 2 /yr kg N/km 2 /yr Unnamed Stream B-i 32 674 * See Working Paper No. 175. ------- 11 E. Yearly Loads: In the following table, the existing phosphorus loadings are compared to those proposed by Vollenweider (Vollenweider and Dillon, 1974). Essentially, his “dangerous” loading is one at which the receiving water would become eutrophic or remain eutrophic; his “permissible’ 1 loading is that which would result in the receiving water remaining oligotrophic or becoming oligotrophic if morphometry permitted. A meso- trophic loading would be considered one between “dangerous” and “permissible”. Note that Vollenweider’s model may not be applicable to water bodies with short hydraulic retention times. Total Phosphorus Total Nitrogen Total Accumulated Total Accumulated grams/m 2 /yr 0.72 0.53 16.0 10.7 Vollenweider phosphorus loadings (g/m 2 /yr) based on mean depth and mean hydraulic retention time of Prairie Rose Lake: “Dangerous” (eutrophic loading) 0.34 “Permissible” (oligotrophic loading) 0.17 ------- 12 V.. LITERATURE REVIEWED Harrison, Harry M., 1975. Personal comunication (lake morphometry). IA Cons. Corn., Des Moines. Hemininger, Duane (Park Attendant), 1976. Personal comunication (Prairie Rose State Park sewage disposal system). Prairie Rose State Park, Harlan. Vollenweider, R. A., and P. J. Dillon, 1974. The application of the phosphorus loading concept to eutrophication research. Nati. Res. Council of Canada Pubi. No. 13690, Canada Centre for Inland Waters, Burlington, Ontario. ------- VI. APPENDICES APPENDIX A LAKE RANKINGS ------- LAKE DATA TO BE uSED IN RANKiNGS LAKE JEOIAN MEDIAN 500- MEAN 15- MEDIAN CODE LAKE NAME TOTAL - INORG N MEAN 5EC Ci1LO ’ A MIN DO DISS OMTi-IO P 1901 LAKE AC0UAt I 0.06? 0.335 46Y.333 8.600 8.200 0.009 1902 BIG CREEK RESERVOIR 0.046 6.465 438.500 16.867 14.800 0.011 1903 BLACK HAWK LAKE 0.185 0.130 488.167 49.740 15.000 0.020 1904 CLEAR LAKE 0.059 0.070 465.125 17.400 8.600 0.010 1905 LAKE DARLING 0.077 1.475 482.500 13.817 9.200 0.012 1906 LOST ISLAND LAKE 0.146 0.065 421.161 36.100 8.400 0.021 1907 LAKE MACBRIDE 0.061 2.035 458.44’. 17.067 15.000 0.010 1908 PRAIRIE ROSE LAKE 0.056 0.210 463.667 17.350 8.600 0.010 1909 RATHBUN RESERVOIR 0.071 1.170 475.889 12.039 14.000 0.008 1910 RED ROCK LAKE 0.180 1.880 473.400 14.730 14.000 0.104 1911 ROCK CREEK LAKE 0.065 1.400 480.500 18.361 8.400 0.007 1912 SILVER LAKE 0.193 0.565 482.667 95.300 10.000 0,034 1913 SPIRIT LAKE 0.041 0.090 422.667 12.622 9.000 0.007 1914 VIKING LAKE 0.075 0.130 459.000 26.033 14.200 0.0 11 1915 WEST LAKE OKOBOJI 0.046 0.060 380.444 7.722 15.000 0.011 ------- PERCENT OF LAKES WITH HiGHER VALUFS (NUMBER OF LAKES WITH HIGHER VALUES) LAKE MEDIAN MEDIAN 500— MEAN 15— MEDIAN INDEX CODE LAKE NAME TOTAL P INO’ G N MEAN SEC CILORA NIN DO DISs t.)RTHO P NU 1901 LAKE AC UA8I 57 C 8) 50 C 7) 43 4 6) 93 ( 13) 100 4 14) 79 ( 11) 422 1902 BIG CREEK RESERVOIR 9 C 12) 0 4 0) 79 4 11) 57 4 8) 21 4 3) 50 ( 7 296 1903 8LACK HAWK LAKE 7 ( 1) 68 9) 0 ( 0) 7 4 1) 1 4 0) 21 4 3) 110 1904 CLEAR LAKE 71 C 10) 86 4 12) SO 4 7) 36 ( 5) 75 4 10) 64 4 8) 382 1905 LAKE OARLING 4) 21 ( 3) 14 C 2) 71 C 10) 57 C 8) 43 ( 6) 235 1906 LOST ISLAND LAKE 21 4 3 93 ( 13) 93 ( 13) 1’. 4 2) 89 4 12) 14 ( 2) 32 ’ 1907 LAKE MACBRIDE ‘. ( 9) 7 4 1) 71 4 10) 50 C 7) 7 ( 0) 64 ( 8) 263 1908 PRAIRIE ROSE LAKE 79 C 11) 57 ( 8) 57 4 8) 43 C 6) 75 C 10) 64 4 8) 375 1909 RATHF3UN RESERVOIR 43 ( 6) 36 C 5) 29 4 4) 86 4 12) 39 4 5) 86 C 12) 319 1910 RED ROCK LAKE 14 C 2) 14 4 2) 36 C 5) 6’. C 9) 39 C 5) 0 ( 0) 167 1911 ROCK CREEK LAKE 50 ( 7) 29 C 4) 21 C 3) 29 C 4) 89 C 12) 96 ( 13) 31’. 1912 SILVER LAKE 0 4 0) 43 C 6) 7 ( 1) 0 C 0) 50 ( 7) 7 ( 1) 107 1913 SPIRIT LAKE 100 C 14) 19 ( 11) 86 C 12) 79 ( 11) 64 4 9) 96 C 13) 504 19)’. ViKING LAKE 36 ( 5) 68 ( 9) 64 C 9) 21 ( 3) 29 1 4) 32 4 4) 250 1915 WEST LAKE 0K0 1 30J1 89 C 12) 100 C 14) 100 C 14) 100 ( 14) 7 C 0) 32 ( 4) 428 ------- LAKES RANKEO BY INDEX NOS. RANK LAKE CODE LAKE NAME INOEX NO 1 1913 SPIRIT LAKE 504 2 1915 WEST LAKE OKO8OJI 428 3 1901 LAKE ACQUABI 422 4 1904 CLEAR LAKE 382 5 1908 PRAIRII ROSE LAKE 375 6 1906 LOST ISLAND LAKE 32’. 7 1909 RATH8UN RESERVOIR 319 8 1911 ROCK CREEK LAKE 314 9 1902 BIG CREEK RESERVOIR 296 10 1907 LAKE MACBRIDE 263 11 1914 VIKING LAKE 250 12 1905 LAKE DARLING 235 13 1910 RED ROCK LAKE 167 14 1903 BLACK HAWK LAKE 110 15 1912 SILVER LAKE 107 ------- APPENDIX B CONVERSION FACTORS ------- CONVERSION FACTORS Hectares x 2.471 = acres Kilometers x 0.6214 = miles Meters x 3.281 = feet Cubic meters x 8.107 x 1O 4 = acre/feet Square kilometers x 0.3861 = square miles Cubic meters/sec x 35.315 = cubic feet/sec Centimeters x 0.3937 = inches Kilograms x 2.205 = pounds Kilograms/square kilometer x 5.711 = lbs/square mile ------- APPENDIX C TRIBUTARY FLOW DATA ------- TRIBUTARY FLOW INFORMATION FOR IOWA 12 123/75 LAKE CODE 1908 PRAIRIE ROSE TOTAL DRAINAGE AREA OF LAKE(SO KM) 20.4 SUB—DRAINAGE NOi MAL1ZED FLOWS (CMSI TRIBUTARY AREA(S0 KH) JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC MEAN 190841 20.4 0.02 0.07 0.15 0.09 0.10 0.19 0.10 0.08 0.05 0.04 0.03 0.02 0.08 1908B1 5.7 0.01 0.02 0.04 0.02 0.03 0.05 0.03 0.02 0.01 0.01 0.01 0.01 0.02 1908ZZ 14.7 0.02 0.05 0.11 0.06 0.01 0.13 0.07 0.06 0.04 0.03 0.02 0.02 0.06 SUMMARY TOTAL DRAINAGE AREA OF LAKE = 20.4 TOTAL FLOW IN 0.94 SUM OF SUB—DRAINAGE AREAS 20.4 TOTAL FLOW OUT 0.94 MEAN MONTHLY FLOWS AND DAILY FLOWS(CMS) TRIBUTARY MONTH YEAR MEAN FLOW DAY FLOW DAY FLOW DAY FLOW 19 08A1 8 74 0.02 17 0.03 9 74 0.01 5 0.01 10 74 0.01 4 0.01 11 74 0.01 1 0.01 12 74 0.01 8 0.01 1 75 0.01 4 0.01 2 75 0.01 22 0.01 3 75 0.14 1 0.03 4 75 0.24 4 0.14 Ii 0.18 5 75 0.14 2 0.22 17 0.10 6 75 0.16 9 0.09 24 0.09 7 75 0.06 ii 0.07 1908bI 8 74 0.01 17 0,01 9 74 0.00 5 0.00 10 74 0.00 4 0.00 I l 7’. 0.00 1 0.00 12 74 0.00 8 0.00 1 75 0.00 4 0.00 2 75 0.00 22 0.00 3 75 0.04 1 0.01 4 15 0.07 4 0.04 11 0.05 5 75 0.04 2 0.06 17 0.03 6 75 0.05 9 0.03 24 0.09 7 75 0.02 11 0.02 1908 1Z 8 74 0.01 9 74 0.01 10 74 0.01 11 74 0.01 12 74 0.01 I 75 0.01 2 75 0.01 3 75 0.10 4 7S 0.17 5 75 0.10 6 75 0.12 7 75 0.05 ------- APPENDIX D PHYSICAL and CHEMICAL DATA ------- STORET RETRIEVAL DATE 75/12/23 00665 32217 PHOS—TOT CHLRPHYL A MG/I P UG/L 00031 INCDT LI REPINING PERCENT 190801 41 36 00.0 095 02 00.0 PRAIRIE ROSE LAKE 19165 IOWA 8 • 20 8.20 8 • 20 8,20 7.83 7.83 7 • 85 7 • 85 14/04/17 15 20 0000 15 20 0005 15 20 0015 15 20 0024 74/07/02 12 15 0000 74/09/25 10 10 0000 10 10 0005 10 10 0006 10 10 0015 10 10 0024 0.045 14.2 0.039 0.037 0,036 21.4 13.4 I IEPALES 2111202 4 0028 FEET DEPTH DATE TIME DEPTH FROM OF TO DAY FEET 74/04/17 15 20 0000 15 20 0005 15 20 0015 15 20 0024 74/07/02 12 15 0000 12 15 0005 12 15 0010 12 15 0015 74/09/25 10 10 0000 10 10 0005 10 10 0015 10 10 0024 DATE TINE DEPTH FROM OF TO DAY FEET 00010 00300 00077 00094 00400 00410 00610 00625 00630 00671 WATER DO TRANSP CNDUCTVY PH T ALK NH3—N TOT KJEL N02&N03 PHOS-DIS TEMP SECCHI FIELD CACO3 TOTAL N N—TOTAL ORTHO CENT MG/L INCHES MICRONHO SU MG/L MG/I MG/L MG/L MG/L P 9.9 48 285 187 0.060 0.600 0.750 0.007 9.9 10.0 285 185 0.060 0.600 0.760 0.008 9.8 10.0 284 185 0.050 0.600 0.760 0.007 9.7 10.0 285 186 0.050 0.600 0.760 0.007 23.6 6.4 40 397 23.6 6.8 392 23.4 6.6 394 23.3 6.4 397 16.2 7.6 29 285 165 0.060 0.900 0.090 0.012 16.2 7.0 285 164 0.060 0.800 0.090 0.012 16.2 7.4 285 164 0.060 0.800 0.090 0.010 16.0 7.4 285 164 0.070 0.900 0.090 0.015 0.068 0.069 1.0 0.07 1 0.152 ------- STORET’ RETRIEVAL DATE 75/12/23 190802 41 36 00.0 095 02 00.0 PRAIRIE ROSE LAKE 19165 IOWA 1 IEPALES 2111202 4 0012 FEET OEPTII 00010 00300 00077 00094 00400 00410 00610 00625 00630 00671 DATE TIME DEPTH WATER DO TRANSP CNDUCTVY PH 1 ALK NH3—N TOT KJEL N02&N03 PHOS—DIS FROM OF TEMP SECCHI FIELD CACO3 TOTAL N N—TOTAL ORTHO TO DAY FEET CENT MG/I INCHES MICROMMO SU NG/L MG/I MG/I MG/L MG/L P 74/04/17 15 50 0000 11.0 40 293 186 0.060 0.700 0.800 0.010 15 50 0002 11.0 11.0 293 15 50 0008 11.0 11.2 294 185 0.070 0.800 0.790 0.017 74/07/02 12 40 0000 24.3 7.6 30 395 8.30 12 40 0004 24.3 7.6 394 8.30 12 40 0007 24.3 7.2 394 8.40 74/09/25 09 45 0000 15.9 8.0 31 283 7.89 164 0.050 1.100 0.160 0.009 09 45 0005 15.7 7.2 287 7.85 166 0.040 0.700 0.100 0.010 09 45 0008 15.7 7.4 283 7.87 165 0.040 0.800 0.100 0.011 00665 32217 00031 DATE TIME DEPTH PHOS—TOT CIILRPHYL INCOT LT FROM OF A REMNING TO DAY FEET MG/L P UG/L PERCENT 74/04/17 15 50 0000 0.046 13.3 15 50 0008 0.056 74/07/02 12 40 0000 28.7 74/09/25 09 45 0000 0.077 13.1 09 45 0005 0.035 1.0 09 45 0008 0.070 ------- APPENDIX E TRIBUTARY DATA ------- STORET RETRIEVAL DATE 7b/01/27 1908A1 41 36 00.0 095 13 00.0 UNNAHEU STREAM 19 SHELBY CO HWY HP 0/PRAIRIE ROSE RESERVOIR BROG W EDGE OF PRAIRIE ROSE STATE PARK 1 IEPALES 2111204 4 0000 FEET DEPTH 00630 00625 00610 00671 00665 DATE TIME DEPTH N02&N03 TOT KJEL NH3—N PHOS—DIS PHOS—TOT FROM OF N—TOTAL N TOTAL ORTHO TO DAY FEET MG/I MG/L MG/L MG/L P MG/L P 74/08/17 15 05 0,176 1.400 0.145 0.020 0,135 74/09/OS 08 00 0.480 1.300 0.095 0.025 0.080 74/10/04 07 45 0.840 1.000 0.135 0.020 0.140 74/11/01 13 50 0.048 0.800 0.110 0.020 0.050 74/12/08 13 20 0.22’. 0.700 0.070 0.010 0.020 75/01/04 17 20 0.144 0.900 0.056 0.013 0.020 75/02/22 16 45 0.195 0.800 0.072 0.016 0.040 75/03/01 16 30 0.185 0.750 0.045 0.010 0.030 75/04/04 18 30 0.810 1.650 0.250 0.010 0.060 75/04/11 17 45 0.980 1.150 0.240 0.010 0.070 75/05/05 18 30 0.065 1.050 0.025 0.015 0.070 75/05/17 19 08 0.870 0.900 0.030 0.030 0.090 75/06/09 16 37 0.320 0.750 0.075 0.020 0.090 75/06/24 17 45 0.155 3.000 0.040 0.030 75/07/11 16 30 0.220 1.200 0.052 0.025 0.134 ------- STORET RETRIEVAL DATE 76/01/27 190881 41 37 00.0 095 11 00.0 UNNAMED STREAM 19 SHELBY CO HWY HP 1/PRAIRIE ROSE LAKE 2NORY RD BROG 4.2 MI SW OF JACKSONVILLE 1)EPALES 2111204 4 0000 FEET DEPTH 00630 00625 00610 00671 00665 DATE TIME DEPTH N02&N03 TOT KJEL NH3—N PHOS—DIS P 1105—TOT FROM OF N-TOTAL N TOTAL ORTHO TO DAY FEET MG/L MG/L MG/L MG/L P MG/L i 74/08/17 14 40 4.100 1.800 1.000 74/09/05 07 45 2.400 0.700 0.075 0.080 0.220 74/10/04 09 20 2.160 0.500 0.075 0.060 0.130 74/11/01 14 00 2.240 0.800 0.360 0.110 0.200 75/04/04 18 20 6.000 7.100 1.400 0.270 1.550 75/04/11 17 50 6.400 1.150 0.095 0.055 0.150 75/05/05 18 40 0.120 1.050 0.015 0.035 0.200 75/05/17 19 05 0.560 0.550 0.145 0.075 0.130 75/06/09 16 55 5.400 0.800 0.090 0.065 0.190 75/06/24 18 00 2.700 0.410 0.155 75/07/11 17 00 6.300 0.500 0.045 0.060 0.110 ------- |