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HomeMy WebLinkAboutAPA39I i • I TK 1425 .S8 A23 no.39 PREPARED 3Y : HYDRO LECTRIC P OJ CT 1982 WATER QUALITY ANNUAL REP 0 RT .---L-J -l-8 -4-8-,-+-. DECE BER 1982 \ •. ALUKA DEP'f OF Fl 51-i & t! l3:J R&spb&tltf Rd . Andlorege, AJ•&-. 99'S 18-1 PREFARED FOR: liil 1-----ALASKA POvVER AUTHORJT'r_' ----~ s11/v1 LO .q c.o LO M 0 0 0 LO LO I' M M ALASKA POWER AUTHORITY SUSITNA HYDROELECTRIC PROJECT TASK 3 -HYDROLOGY WATER QUALITY ANNUAL REPORT -1982 DECEMBER 1982 Prepared for: ACRES AMERICAN INCORPORATED 1000 Liberty Bank Building · Main at Court Buffalo, New York 14202 Telephone (716) 853-7525 Prep a red by: R&M CONSULTANTS, INC. P.O. Box 6087 5024 Cordova Street Anchorage, Alaska 99503 Telephone (907) 561-1733 ARLIS Alaska Resources Library & Intormatton Servtces Anchorage, Alaska Tk I c_/;;; S' , s fd A ¢3 nD,39 s11/v2 ALASKA POWER AUTHORITY SUSITNA HYDROELECTRIC PROJECT TASK 3 -HYDROLOGY WATER QUALITY ANNUAL REPORT -1982 TABLE OF CONTENTS LIST OF FIGURES LIST OF TABLES ACKNOWLEDGMENTS -INTRODUCTION 2 -1982 WATER QUALITY DATA COLLECTION ii iii iv 1-1 2. 1 Field Data Collection 2-1 2. 2 Review of Data Handling and Summarization Procedures 2-5 REFERENCES 2-53 ATTACHMENT A -U.S. Geological Survey Preliminary Temperature Records from Denali (1982), Vee Canyon (1982), and Chulitna (1982) ATTACHMENT B -U.S. Geological Survey Preliminary Water Quality Data from Gold Creek (1982), Sunshine (1982), and Susitna Station (1982) ATTACHMENT C -Preliminary 1982 Discharge Records from the U.S. G. S. Station at Gold Creek, and R&M Consultants Station at Watana ATTACHMENT D -Particle Size and Concentration Analysis of Lake and River Sediments, (Eklutna Lake and Susitna River) ARLIS Alaska Resources Library & Informauon Servtces Anchorage. Alaska sll/v3 LIST OF FIGURES Number 2.1 Title Susitna River Water Quality Sampling Locations. -ii- 2-9 s11/v4 LIST OF TABLES Number Title Page 2. 1 Water Quality Parameters Analyzed from Gold Creek Site by R&M Consultants 2-10 2.2 R&M Consultants, 1982 Water Quality Data - Susitna River @ Vee Canyon 2-14 2.3 R&M Consultants, 1982 Water Quality Data - Susitna River @·Gold Creek 2-16 2.4 R&M Consultants Water Quality Data Summary 1980-1982 -Susitna River@ Vee Canyon 2-20 2.5 R&M Consultants Water Quality Data Summary 1980-1982 -Susitna River @ Gold Creek 2-25 2.6 U.S. Geological Survey Water Quality Data Summary 1957 -1982 Susitna River near Denali (compiled by R&M Consultants) 2-30 2.7 U.S. Geological Survey Water Quality Data Summary 1962-1982 -Susitna River@ Vee Canyon (compiled by R&M Consultants) 2-34 2.8 U.S. Geological Survey Water Quality Data Summary 1949-1982 -Susitna River@ Gold Creek (compiled by R&M Consultants) 2-38 2.9 U.S. Geological Survey Water Quality Data Summary 1971-1982 -Susitna River@ Sunshine (compiled by R&M Consultants) 2-42 2.10 U.S. Geological Survey Water Quality Data Summary 1955-1982 -Susitna River@ Susitna Station (compiled by R&M Consultants) 2-46 2.11 Turbidity and Suspended Sediment Analysis of Susitna, Chulitna and Talkeetna Rivers 2-50 -iii- sll/v5 ACKNOWLEDGMENTS This report presents data collected for Acres American, Inc., under con- tract to the Alaska Power Authority for the Susitna Hydroelectric Feasibil- ity Study. The R&M water quality data contained herein were collected and field tested by Carl Schoch and Larry Nicholson on 7/10/82, 7/16/82, 7/23/82 and 8/5/82, thereafter by Bob Butera and Lisa Fotherby. Laboratory analyses were conducted by Chemical and Geological Laboratories, Inc. and Northern Testing Laboratories, Inc. The U.S. Geological Survey data were provided by Pat Still, Greg Pope, Jim Nott and Dick Schneider of the U.S.G.S., Alaska Water Resources Division. Carol Larson and Carl Schoch of R&M Consultants compiled and summarized the majority of the data for the tables in the report. Valuable input was also provided by Mike Storonsky of Acres American, Inc., Buffalo. Assistance by Nancy Larson from the ARR Gold Creek Section House, in shipping the water samples to Fairbanks, was greatly appreciated. -iv- s11/v6 1 -INTRODUCTION The 1982 water quality program conducted by R&M Consultants is a contin- uation of the hydrology data collection, Subtask 3.03 of the Susitna Hydroelectric Feasibility Study. The objective ·of the program is to estab- lish baseline water quality data, supplement U.S. Geological Survey data and identify parameters which are particularly sensitive to flow variability. This report describes and presents the results of the 1982 data collection effort and is intended to supplement the 1981 Water Quality Annual Report where a more comprehensive discussion on methodology is given as well as a tabulation of historical data. Section 2 of this report explains the significant problems encountered with the 1982 data and presents tabulations of the parameter concentrations as well as 1980-1982 water quality summaries of data collected by R&M Consultants and similar summaries of records available from the U.S. Geological Survey. Attachment A contains a tabulation of 1982 water temperatures recorded at Denali, Vee Canyon and in the Chulitna River by the U.S. G. S., Attachment B has a listing of provisional 1982 U.S. G. S. water quality data collected from the stations at Gold Creek, Sunshine (Parks Highway bridge) and Susitna Station near the Yentna River confluence. Attachment C has the 1982 tabulated daily discharges from the U.S. G. S. gaging station at Gold Creek, and the R&M station at Watana. Again, the U.S.G.S. data are preliminary and subject to change. Attachment D presents the results of an analysis by Particle Data Laboratories Ltd., on a suspended sediment sample collected from the Susitna River near Chase (near railroad mile post 232 or river mile 103). 1 -1 2 -1982 WATER ·QUALITY DATA COLLECTION 2.1-Field Data Collection During the previous two years of water sampling, the R&M program target- ed flow events related to snowmelt floods, rainfall floods and winter low flows. These data effectively supplemented the regularly scheduled U.S.G.S. sampling program. The 1982 data collection effort concentrated on defining the variability of specific parameters pertinent to Exhibit E, Chapter 2 of the Federal Energy Regulatory Commission (FERC) license application. The application required data on concentrations of major ions (Ca, Mg, K, Na, HC03 , so4 , Cl), nutrients (phosphate and nitrates), specific conductance, pH, total dissolved solids, alkalinity, hardness, dissolved oxygen, suspended sediments, turbidity and temperature. A significant change in procedures for 1982 was that Chemical and Geolog- ical Laboratories, Inc. in Anchorage, analysed 4 of the collected samples, and Northern Testing Laboratories, Inc. of Fairbanks analysed the remain- ing 8 samples, as noted on the data tables. The quality control procedures used by Northern Testing Labs are preferred. Duplicate samples were sent to each lab for testing on August 10, 1982, the results of which appear in Table 2.3, under separate columns labeled 8/10/82. All field parameters were measured by R&M Consultants, Inc. using methods outlined in the Water Quality Procedures Manual, revised (R&M, 1981). Tables 2.2 and 2.3 present the results of field and laboratory testing of samples collected by R&M Consultants in 1982. These tables, together with Tables 3.1, 3.2, and 4.1 -4.4 from the 1981 Water Quality Annual Report (R&M, 1981) provide the data base for the statistical summary presented on Tables 2.4 and 2.5 of this report. 2-1 s11/v The 1982 water quality program concentrated on a limited number of pa- rameters sampled at frequent intervals. In addition, it was intended that a sample be collected on the rising limb, at the peak, and on the falling limb of a flood hydrograph. The first water sample for the 1982 program was collected in February through an open lead in the ice cover near the center of the channel at both Gold Creek and Vee Canyon. Summer sam- ples were collected weekly from early July through the first half of August, thereafter every two weeks through September, and finally one set of samples was collected during freezeup in October when the water temperature had reached 0°C and frazi I ice was flowing. The September 15 values correspond to a rising limb of a hydrograph near the maximum stage of a late summer flood. Several problems with electronic instruments were experienced in the field, which has resulted in data gaps. The most significant is the lack of pH values or hydrogen ion concentrations. The instrumentation performed erratically and would not maintain the calibration values. The numbers read off the meter were of dubious accuracy and have been rejected. Alkalinity could not be measured in the field, however, the laboratory did determine alkalinity of the sample if it was received within 24 hours from the time of collection. AI kali nity, ortho-phosphate and nitrogen are time dependent parameters, and even though the samples were preserved with sulfuric acid, the concentrations of these parameters will not maintain representative ·values longer than 24 hours. Logistically this requirement presented a problem. With the cooperation of Alaska Railroad personnel at the Gold Creek Section House the problem was alleviated by shipping the samples to Fairbanks by train where they were picked up at the station and delivered to Northern Testing Laboratories, Inc. for analysis. Usually this could be accomplished within the time limit; however, the August 5 samples arrived too late for accurate concentration analyses. R&M deleted from the 1982 program the measurement of settleable solids in the field. During the past two years of sampling, no appreciable accumulation of solids had been observed to settle out in the Imhoff cones. 2-2 s11/v Specific conductivity which is routinely measured in the field was omitted from the list of laboratory parameters since this procedure was redundant and did little to strengthen the data base. Uranium, radioactivity and organic chemicals had been monitored in 1980 and 1981 with no significant concentrations appearing; therefore, these parameters were dropped from the 1982 program. In 1980 when the water quality monitoring program began, the objective was to gather data on a diverse range of parameters in order to define those which were present· in significant concentrations. The ICAP sca·n was utilized to determine which elements occurred in concentrations greater than 0.05 mg/1. After 2 years of accumulated data, the significant; elements have been isolated and no further general analysis is being conducted. Major cations and anions were routinely analyzed to determine the accuracy of the laboratory analyses by means of an ion balance calculation (the sums of the milliequivalent (meq) concentrations of the cations and of the anions should be equal). R&M computed the water hardness by dividing the major cation concentrations (Ca & Mg) by their respective equivalent weights and then multiplying the sum of the cations in meq/1 by the equivalent weight of Caco3 , in order to report the hardness as CaC03 . In conjunction with the river sedimentation study and with the cooperation of the U.S. Geological Survey, a comprehensive sediment sampling and analysis program was conducted in 1982. The U.S. G. S. collected samples of bedload, suspended sediment and turbidity on a weekly basis from June through September from four sites near the three rivers confluence area near Talkeetna. The Susitna River was sampled near Chase at rail road mile 232 (river mile 103) and at Sunshine, near the Parks Highway Bridge. The Chulitna River was sampled near the Chulitna Canyon, and the Talkeetna River was sampled at the U.S. G. S. gaging station about 5 miles upstream midchannel from with the mouth. Turbidity samples were collected near a depth-integrated sampler, then submitted to R&M 2-3 sll/v Consultants for analysis. The measurements were conducted with a nephelometer (Hach #16800 Portalab Turbidimeter). The U.S.G.S. determined preliminary suspended samples at their Anchorage lab. sediment concentrations on duplicate The results of these tests have been compiled and are shown on Table 2.11. The results of the particle size distribution and the bedload analyses have not been made available. R&M submitted a depth-integrated water sample to Particle Data Labo- ratories, Ltd. for determination of suspended sediment concentration, particle size distribution and petrographic analysis. These results are presented in Attachment D. 2-4 sll/v 2.2 -Review of Data Handling and Summarization Procedures An explanation of the methods used for summarizing the data collected by R&M Consultants and the U.S. Geological Survey may be appropriate to define the significance of the values, to avoid potential confusion about discrepancies between the 1981 summary tables and the summary tables presented in this report, and to establish guidelines for compiling these data summaries in hopes that they will be adhered to in the future. Because the U.S. Geological Survey and R&M Consultants use different criteria for establishing sampling intervals, some common basis for a data summary was necessary. The U.S.G.S. generally samples monthly to define seasonal and yearly variations over a long period of record, at some stations as long as 40 years. The water quality program conducted by R&M Consultants was designed to assess concentrations at various specific discharges, and only of parameters known to be critical to certain aquatic habitats currently under study. In order to present the information from both organizations in a compatible format, the data were arranged according to three seasons: summer, winter and breakup. The starting and ending points of these "seasons" can vary from year to year. For the purposes of the summaries, breakup has been defined as extending "from the time the ice begins to break-up, until recession of spring runoff" ( R&M, 1981). In practical terms, however, the available records are not always adequate to identify this period each year at each station. Historically, on the average, the ice has gone out arou-nd the first week in May, and by June summer rains have begun. Therefore, for the 1982 compilations, the month of May was considered to be breakup. Similarly, winter was defined as starting when "the water temperature drops essentially to zero in the fall." In these compilations, a temperature of "essentially zero" was considered to be 0.5°C or less. In the absence of water temperature data, winter was defined as starting October 15, when frazil ice can normally be found in the river water. Summer extends from the end of breakup till 2-5 s11/v the beginning of winter. Occasionally, data were collected during unseasonal climatic events; these data were assigned to a season on a case by case basis. In general, each water quality parameter was reported by the USGS as a single value measured on a given day. All data were assigned to the appropriate season using the above criteria and tabulated. The maximum and minimum values were recorded, and the arithmetic mean was calculated for each parameter during each season. Occasionally, the U.S.G.S. made several measurements on the same day of certain parameters along a stream cross section. To avoid weighting days with multiple data points more heavily than days with single values, the multiple data points were av- eraged and the resultant value utilized as a single data point in the deter- mination of maximum, minimum, mean values and number of observations. Data were occasionally reported as "NO" (Not Detectable) or listed as being less than a given minimum detection limit. These data were not utilized in calculating means or determining minimum values. For Example: The raw data seasonal breakdown for ortho-phosphate from samples collected at Gold Creek by R&M Consultants from 1980 through 1982 is as follows: <o.02 <0.01 <0.01 0.10 <0.01 <0.01 <0.01 <0.01 Summer 0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 0.02 2-6 Winter <0.01 <0.01 0.02 Breakup <0.01 <0.01 s11/v Data Summary Summer Winter Breakup Maximum 0.10 0.02 Minimum 0.01 0.02 Mean 0.04 0.02 # of Detectable Values 3 1 0 # of Observations 16 3 2 The number of observations of each parameter during each season was reported two ways. The Number of Observations" indicates the number of times a parameter was tested for and includes values reported as less than the minimum detection limit. The "Number of Detectable Values" includes only hard data. Maximums, minimum, and means were calculated utilizing only detected concentrations. Tables 2.4 and 2. 5 list the 3 year summary results for all parameters which R&M Consultants tested. Table s 2.6 through 2.10 present the summarized data collected by the U.S. G. S. which are statistically compatible with the data collected by R&M Consultants. Much of the data published by the U.S. Geological Survey represents test, analytical procedures and field methodology that are not used by R&M Consultants or the contracted laboratory. Incompatible analytical procedures, for instance, can lead to reported data that are not directly comparable. The U.S. G. S. generally reports total concentrations for a specific parameter. For the purpose of this study, R&M has only analysed and reported dissolved concentrations, unless otherwise noted. Therefore, to facilitate direct comparison of values, only the U.S.G.S. dissolved 2-7 sl 1/v concentrations have been summarized. See Attachment B for a comprehensive listing of all the parameters analysed by the U.S. G. S. and the many ways in which the concentrations are reported. 2-8 PREPARED BY I R&M CONSULTANTS, INC. Creek U.S. Geological Survey at Denali, Canv9n, Gold Creek, Sunshine, and StaE~on FIGURE 2.1 Susitna River Water Quality Sampling S.i tes 2-09 Vee Susitna PREPARED FOR• s8/o2 TABLE 2.1 WATER QUALITY PARAMETERS ANALYSED FROM GOLD CREEK BY R&M CONSULTANTS, INC. 1 Detection 2• L" "t3 Method 1m1 Field Parameters Dissolved Oxygen SM 421 F 0.1 Percent Saturation, % c 1 pH, pH units EPA p239 :!:0.01 Conductivity, umhos/cm EPA p275 1 Temperature, °C SM 212 0.1 Carbon Dioxide SM 407A 1 Alkalinity as Caco3 EPA p3 2 Settleable Solids, ml/1 EPA p273 0.1 Laboratory Parameters Ammonia Nitrogen EPA p159 0.05 Organic Nitrogen Kjeldahl 0.1 Kjeldahl Nitrogen EPA p175 0.1 Nitrate Nitrogen EPA p197 0.1 Nitrite Nitrogen EPA p215 0.01 Total Nitrogen EPA p175 0.1 Ortho-Phosphate EPA p249 0.01 Total Phosphorus EPA p249 0.01 Chemical Oxygen Demand EPA p20 1 Chloride EPA p29 0.2 2-10 Years of Data Available 1980-1982 1980-1982 1980-1981 1980-1982 1980-1982 1980-1981 1980-1981 1980-1981 1980-1982 1980-1981 1980-1982 1980-1982 1980-1982 1980-1981 1980-1982 1980-1982 1980-1982 1980-1982 s8/o3 TABLE 2.1 (Continued) Years of Detection Data 2 L" ·t3 Available Method 1m1 Laboratory Parameters (Cont'd) Color EPA p36 1 1980-1981 Hardness c 1 1980-1982 Sulfate EPA p277 1 1980-1982 Total Dissolved Solids(4 ) EPA p266 1 1980-1982 Total Suspended Solids (5 ) EPA p268 1 1980-1982 Turbidity EPA p295 0.05 1980-1981 Uranium Fluorescence 0.075 1980-1981 Gross Alpha picocurie/liter EPA p264 3 1980-1981 Total Organic Carbon EPA p415 1.0 1980-1982 Total Inorganic Carbon EPA p415 1.0 1980-1982 Organic Chemicals Endrin SM 509A 0.0002 1980-1981 Lindane SM 509A 0.004 1980-1981 Methoxychlor SM 509A 0.1 1980-1981 Toxaphene SM 509A 0.005 1980-1981 2, 4-D SM 509B 0.1 1980-1981 2, 4, 5-TP Silvex SM 509B 0.01 1980-1981 Elements(G) Ag, Silver 0.05 1980-1981 AI, Aluminum 0.05 1980-1981 As, Arsenic 0.10 1980-1981 Au, Gold 0.05 1980-1981 B, Boron 0.05 1980-1981 Ba, Barium 0.05 1980-1981 Bi, Bismuth 0.05 1980-1981 Ca, Calcium 0.05 1980-1982 2-11 s8/o4 TABLE 2.1 (Continued) Years of Detection Data Method2 L. ·t3 1m1 Available Laboratory Parameters (Cont'd) Elements -(Cont'd) Cd, Cadmium 0.01 1980-1981 Co, Cobalt 0.05 1980-1981 Cr, Chromium 0.05 1980-1981 Cu, Copper 0.05 1980-1981 Fe, Iron 0.05 1980-1981 Hg, Mercury 0.1 1980-1981 K, Potassium 0.05 1980-1982 Mg, Magnesium 0.05 1980-1982 Mn, Manganese 0.05 1980-1981 Mo, Molybdenum 0.05 1980-1981 Na, Sodium 0.05 1980-1982 Ni, Nickel 0.05 1980-1981 Pb, Lead 0.05 1980-1981 Pt, Platinum 0.05 1980-1981 Sb, Antimony 0.10 1980-1981 Se, Selenium 0.10 1980-1981 Si, Silicon 0.05 1980-1981 Sn, Tin 0.10 1980-1981 Sr, Strontium 0.05 1980-1981 Ti, Titanium 0.05 1980-1981 w, Tungsten 1.0 1980-1981 V, Vanadium 0.05 1980-1981 2-12 s8/o5 (1) From 1980 to 1981 Chemical & Geological Laboratories of Alaska, Inc., in Anchorage provided laboratory analyses. In 1982, lab analysis was performed by Northern Testing Laboratories, Inc., in Fairbanks. (2) SM -Standard Methods for the Examination of Water and Wastewater, 15th edition, 1980. EPA Methods for Chemical Analysis of Water and Wastes, EPA-600/4-79-020. C -Value computed by R&M Consultants, Inc. Kjeldahl -SM 420 Fluorescence -Following the accepted method outlined by G. K. Turner Associates. (3) All values are expressed in mg/1 unless otherwise noted. (4) TDS -(filterable) material that passes through a standard glass fiber filter and remains after evaporation (SM p93). (5) TSS -(nonfilterable) material retained on a standard glass fiber filter after filtration of a well-mixed sample. (6) An !CAP Scan was used by Chemical and Geological Laboratories for element anaysis from 1980 to 1981. 2-13 s17/h TABLE 2.2 R&M CONSULTANTS, INC. 1982 WATER QUALITY DATA -SUSITNA RIVER AT VEE CANYON (RM 223.1) NOTE: Dash indicates data not available. Field Parameters(l) Date Sampled 2/4/82* Dissolved Oxygen 14.5 Percent Saturation 101 pH, pH Units 5. 95 Conductivity, umhos/cm @ 25°C 333 Temperature, °C 0.0 Free Carbon Dioxide (2 ) AI kalinity, as Caco3 Settleable Solids, ml/1 Discharge c.f.s. Laboratory Parameters(1H 3 ) Ammonia Nitrogen Organic Nitrogen Kjeldahl Nitrogen Nitrate Nitrogen Nit rite Nitrogen Total Nitrogen Ortho-Phosphate Total Phosphorus AI kalinity, as CaC03 Chemical Oxygen Demand Chloride Conductivity, umhos/cm @ 25°C True Color, Color Units <0.01 < 1 0.30 0.01 0.02 0.02 13 18.0 5@ pH 7.1@ 12.8°C 2-14 s17/h TABLE 2.2 (Continued) NOTE: Dash indicates data not available. Laboratory Parameters(1 )(3 ) (continued) Hardness, as CaCO (4 ) 3 Sulfate Total Dissolved Solids Total Suspended Solids Turbidity, NTU Uranium Radioactivity, Gross Alpha, pCi/1 Total Organic Carbon Total Inorganic Carbon Ca, Calcium Mg, Magnesium K, Potassium Na, Sodium Fe, I ron Si, Silicon Date Sampled 2/4/82* 122 18 157 1.3 0.55 2 2 40.59 5.0 4.5 12.0 1.35 5.0 * Analysed by Nortnern Testing Laboratories, Inc., Fairbanks. (1) Table values are mg/1 unless noted otherwise. (2) All values for free co2 determined from nomograph on p. 297 of Standard Method, 14th edition. (3) Samples for all parameters except chemical oxygen demand, dissolved and suspended sol ids, and turbidity were filtered. (4) Hardness calculated by R&M personnel. 2-15 s17/h TABLE 2.3 R&M CONSULTANTS, INC. 1982 WATER QUALITY DATA -SUSITNA RIVER AT GOLD CREEK (RM 136. 7) NOTE: Dash indicates data not available. Date Sam~ led 2/06/82* 7/10/82 7/16/82 7/23/82 8/05/82* 8/10/82* Field Parameters ( 1) Dissolved Oxygen 11.7 11 .8 11.6 10.8 11 .4 Percent Saturation 110 108 105 104 103 pH, pH Units Conductivity, umhos/ em @ 25°C 230 183 157 117 149 124 Temperature, oc 0.0 12.0 10.5 10.5 12.4 9.6 Free Carbon Dioxide (2) Alkalinity, as CaC03 Settleable Solids, ml/1 Discharge c.f.s. 21,700 24,200 23,600 16,300 15,400 Laboratory Parameters(1 )(3 ) Ammonia Nitrogen <0.01 0.15 0.21 0.08 0.03 Organic Nitrogen 0.50 0.51 0.56 Kjeldahl Nitrogen <1.00 0.65 0.72 0.64 4.80 0.06 Nitrate Nitrogen 0.34 0.28 <0.10 0.57 0.86 0.29 Nitrite Nitrogen <0.01 <0.01 <0.01 <0.01 <0.01 Total Nitrogen 1.34 0.93 0.82 1.21 5.66 0.35 Ortho-Phosphate 0.02 <0.01 <0.01 <0.01 0.01 Total Phosphorus 0.02 0.10 0.21 0.43 0.01 0.01 AI kalinity, as CaC03 43 Chemical Oxygen Demand 10.0 5.0 1 .3 4. 1 6.0 1.0 Chloride 26.0 4.2 12.0 Conductivity, umhos/cm @ 25°C---- True Color, Color Units 2-16 s17/h TABLE 2.3 (Continued) NOTE: Dash indicates data not available. Date SamE led 2/06/82* 7/10/82 7/16/82 7/23/82 8/05/82* 8/10/82* Laboratory Parameters (1) (3 ) (continued) Hardness, as CaCO (4 ) 3 104 97 48 Sulfate 17.0 6.1 <1.0 <1.0 14.7 14.8 Total Dissolved Solids 166 85 100 72 89 103 Total Suspended Solids 1 580 56 213 231 206 Turbidity, NTU Uranium Radioactivity, Gross Alpha, pCi/1 Total Organic Carbon 1. 0 2.8 2.5 1.4 2.1 Total Inorganic Carbon 4 11 11 12 12 Ca, Calcium 34.4 33.5 16.2 Mg, Magnesium 4.4 3.1 1. 7 K, Potassium 2.7 1.9 1 .3 Na, Sodium 21 . 1 4.3 10.0 * Samples that were analysed by Northern Testing Laboratories, Fairbanks. Other laboratory analyses were performed by Chemical and Geological Laboratories of Anchorage, Alaska. ( 1) Table values are mg/1 unless noted otherwise. (2) All values for free co 2 determined from nomograph on p. 297 of Standard Methods, 14th edition. (3) Samples for all parameters except chemical oxygen demand, dissolved and suspended solids, and turbidity were filtered. (4) Hardness calculated by R&M personnel. 2-17 sl7/h TABLE 2.3 (Continued) NOTE: Dash indicates data not available. Date Sam~led 8/10/82 8/26/82* 9/04/82* 9/15/82* 10/14/82* Field Parameters (l) Dissolved Oxygen 10.5 11.6 11.1 Percent Saturation 95 100 pH, pH Units 6.83 Conductivity, umhos/cm @ 25°C 135 133 103 84 Temperature, °C 10.5 7.8 7.8 0.0 Free Carbon Dioxide (2 ) Alkalinity, as Caco3 Settleable Solids, ml/1 Discharge c.f.s. 15,400 12,000 13,500 29,400 7,300 Laboratory Parameters (1)(3) Ammonia Nitrogen 0.07 0.18 0.02 0.02 Organic Nitrogen <0.05 Kjeldahl Nitrogen 0.07 <0.1 15.00 <0.01 <0.10 Nit rate Nitrogen <0.10 <0.10 0.14 <0.10 0.12 Nitrite Nitrogen <0.01 <0.01 <0.01 <0.01 Total Nitrogen Ortho-Phosphate <0.01 <0.01 <0.01 <0.01 Total Phosphorus <0.05 0.02 0.01 <0.01 0.01 Alkalinity, as Caco3 37 40 35 Chemical Oxygen Demand 1.3 <1.0 <1.0 7.5 6.0 Chloride 8.8 6.4 5.2 9.0 Conductivity, umhos/cm @ 25°C 37 37 True Color, Color Units 2-18 s17/h TABLE 2.3 (Continued) NOTE: Dash indicates data not available. Date Sameled 8/10/82 8/26/82* 9/04/82* 9/15/82* 10/14/82* Laboratory Parameters (1 ) Hardness, as CaCO (4 ) 3 37 37 67 Sulfate 6.0 11.5 11.5 3.2 15.8 Total Dissolved Solids 100 95 68 83 104 Total Suspended Solids 181 219 60 231 7 Turbidity, NTU Uranium Radioactivity, Gross Alpha, pCi/1 Total Organic Carbon 2.0 1. 6 2.2 3.8 Total Inorganic Carbon 8.7 11 9.6 8.6 Ca, Calcium 12.9 12.4 16. 1 21.0 Mg, Magnesium 1.2 1.4 2.4 3.4 K, Potassium 1.6 1.4 0.9 1.2 Na, Sodium 6.7 6.5 6.0 8.4 * Samples that were analysed by Northern Testing Laboratories, Inc., Fairbanks. Other laboratory analyses were performed by Chemical and Geological Laboratories of Alaska, Anchorage. (1) Table values are mg/1 unless noted otherwise. (2) All values for free co 2 determined from nomograph on p. 297 of Standard Methods, 14th edit ion. (3) Samples for all parameters except chemical oxygen demand, dissolved and suspended solids, and turbidity were filtered. (4) Hardness calculated by R&M personnel. 2-19 N I N 0 s3/u1 Field Parameters ( 1) Agency; Station: Elevation: Dissolved Oxygen Percent Saturation pH, pH Units Conductivity, umhos/cm@ 25°C Temperature, °C Free Carbon Dioxide (2) Alkalinity, as CaC03 Settleable Sol ids, ml/1 Laboratory Parameters (1)(3) Ammonia Nitrogen Organic Nitrogen Kjeldahl Nitrogen Nitrate Nitrogen Nitrite Nitrogen Total Nitrogen Ortho-Phosphate Tota I Phosphorus TABLE 2.4 WATER QUALITY DATA SUMMARY SUSITNA RIVER R&M CONSULTANTS, INC. VEE CANYON 1980 -1982 1900 FT. SummerLWinterLBreak-U~ Maximum Minimum Mean 12.6/14.5/10.4 9.7/10.7/10.4 11.9/13.1/10.4 110/104/83 84/84/83 101/98/83 7.9/7.6/6.6 7.0/6.0/6.6 7.6/7.1/6.6 171/333/100 103/130/100 129/212/100 11.9/0.1/6.5 5.3/-0.1/6.5 7.7/0.0/6.5 4.5/20.0/-1.7/5.5/-3.0/10.3/- 81/99/-41/57/-61/81/- 1.0/-/-0.1/-/-0.7/-1- .27/.26/.13 .09/.09/.13 .16/.19/.13 .63/.85/.34 .22/.08/.34 .49/.40/.34 .79/.85/.47 .26/.17/.47 .60/.52/.47 . 19/.30/-.09/.30/-. 14/.30/- -/.01/--/.01/--/.01/- .92/.85/.47 .39/.17/.47 .61/.52/.47 .05/.02/-.03/.02/-.04/.02/- .49/.07/-.03/.02/-.14/.05/- Number of Total Detectable Number of Values Observations 7/4/1 7/4/1 7/4/1 7/4/1 10/4/1 10/4/1 9/4/1 9/4/1 10/4/1 10/4/1 7/3/0 7/3/0 7/3/0 7/3/0 4/0/0 10/3/1 6/2/1 9/4/1 8/3/1 9/3/1 9/4/1 9/4/1 5/1/0 10/4/1 0/1/0 9/4/1 9/3/1 9/3/1 2/2/0 9/4/1 6/2/0 10/4/1 N I N ....... s3/u2 Agency: Station: Elevation: Laboratory Parameters (1) (3) (Continued) Alkalinity, as Caco3 Chemical Oxygen Demand Chloride Conductivity, umhos/cm@ 25°C True Color, Color Units Hardness, as CaCO (4) 3 Sulfate Total Dissolved Sol ids Total Suspended Sol ids Turbidity, NTU Uran i urn Radioactivity, Gross Alpha, pCi/1 Total Organic Carbon Total Inorganic Carbon Organic Chemicals Endri n Lindane TABLE 2.4 -continued WATER QUALITY DATA SUMMARY SUSITNA RIVER R&M CONSULTANTS, INC. VEE CANYON 1980 -1982 1900 FT. Summer/Winter/Break-Up Maximum 60/66/- 39/13/8 11/18/4.5 150/190/- 175/30/15 76/122/40 9/18/4 170/157/100 1150/14/93 720/2.5/25 -I-I- -!-!- -/2/- -/2/- -1-1- -1-1- Minimum 40/66/- 8/6/8 3/16/4.5 150/190/- 5/5/15 49/78/40 2/11/4 38/115/100 25/0.6/93 8.7/.35/25 -!-I- -I-I- -121- -/2/- -!-!- -J-1- Mean 48/66/- 20/10/8 6. 7/17.5/4.5 150/190/- 70/15/15 58/103/40 6/14/4 98/141/100 358/6.0/93 156/1.3/25 -I-I- 11.6 .± 0.6/ 10.3 .± 0.6/- -/2/- -/2/- -J-1- -1-1- Number of Detectable Values 4/1/0 8/4/1 7/4/1 1/1/0 9/4/1 10/4/1 10/4/1 10/4/1 10/4/1 14/4/1 0/0/0 1/1/0 0/1/0 0/1/0 0/0/0 0/0/0 Total Number of Observations 4/1/0 8/4/1 10/4/1 1/1/0 9/4/1 10/4/1 10/4/1 10/4/1 10/4/1 14/4/1 5/2/0 1/1/0 0/1/0 0/1/0 3/1/0 3/1/0 s3/u3 TABLE 2.4 -continued WATER QUALITY DATA SUMMARY SUSITNA RIVER Agency: R&M CONSULTANTS, INC. Stat ion: VEE CANYON 1980 -1982 Elevation: 1900 FT. SummerLWinterLBreak-U~ Number of Total Detectable Number of Maximum Minimum Mean Values Observations Laborator::t: Parameters ( 1 ) ( 3) (Continued) Methoxychlor -/-/--1-1--/-I-0/0/0 3/1/0 N I Toxaphene -I-I--!-!--1-1-0/0/0 3/1/0 N N 2, 4-D -1-1--!-!--!-!-0/0/0 3/1/0 2, 4, 5-TP Si I vex -/-/--!-!--/-/-0/0/0 3/1/0 Elements (Dissolved) Ag, Silver -!-!--!-!--!-/-0/0/0 10/3/1 AI, Aluminum 2.2/.18/-1.6/.18/-1.4/.18/-3/1/0 10/3/1 As, Arsenic -1-1--!-!--/-1-0/0/0 10/3/1 Au, Gold -!-/--!-!--!-!-0/0/0 10/3/1 B, Boron -I-!--I-I--!-/-0/0/0 10/3/1 Ba, Ba ri urn .12/-/-.07/-/-. 10/-/-7/0/0 10/3/1 Bi, Bismuth . 19/-/-.19/-/-. 19/-/-1/0/0 10/3/1 Ca,-Calcium 23/41/13 13/25/13 18/33/13 10/4/1 10/4/1 Cd,. Cadmium -I-/--I-!--!-/-0/0/0 10/3/1 Co, Cobalt -J-1--!-!--/-I-0/0/0 10/3/1 Cr, Chromium -/-I--!-!--J-1-0/0/0 10/3/1 cu. Copper -!-I--1-1--!-/-0/0/0 10/3/1 Fe, I ron 4.0/.37/.08 .05/.37/.08 1.1/.37/.08 9/1/1 10/3/1 Hg, Mercury -!-/--1-/--1-/-0/0/0 10/3/1 Agency: Station: Elevation: Laborator;-t Parameters ( 1 ) ( 3) (Continued) N K, Potassium I N Mg, Magnesium w Mn, Manganese Mo, Molybdenum Na, Sodium Ni, Nickel Pb, Lead Pt, PI at i num Sb, Antimony se, Selenium Si, Si I icon Sn, Tin Sr, Strontium Ti, Titanium W, Tungsten v. Vanadium Zn, Zinc Zr, Zirconium TABLE 2.4 -continued WATER QUALITY DATA SUMMARY SUSITNA RIVER R&M CONSULTANTS, INC. VEE CANYON 1980 -1982 1900 fT. SummerLWinterLBreak-U~ Maximum Minimum Mean 5.0/9.0/1.6 1.7/2.0/1.6 2.3/5.2/1.6 3.4/7.6/1.7 1.2/3.8/1.7 2.4/5.2/1.7 .10/-/-.07/-/-.09/-1- -I-!--!-!--!-!- 5.1/12.0/2.0 2.4/6.3/2.0 3.4/8.0/2.0 -!-!--!-!--!-!- -!-!--!-!--!-!- -!-I--!-!--!-!- -!-!--!-!--!-!- -!-!--I-!--!-!- 6.9/5.0/1.7 2.0/3.7/1.7 3.5/4.5/1. 7 -!-!-~!-!--!-!- .08/.13/-.05/.06/-.06/.10/- .24/-/-. 13/-/-.18/-/- -/.4/--/.4/--/.4/- -!-!--!-!--!-!- .07/-/-.07/-/-.07!-1- -!-!--!-!--!-!- Number of Total Detectable Number of Values Observations 9/3/1 10/4/1 10/4/1 10/4/1 2/0/0 10/3/0 0/0/0 10/3/0 10/4/1 10/4/1 0/0/0 10/3/1 0/0/0 10/3/1 0/0/0 10/3/1 0/0/0 10/3/1 0/0/0 10/3/1 10/4/1 10/4/1 0/0/0 10/3/1 9/3/0 10/3/1 3/0/0 10/3/1 0/1/0 10/3/1 0/0/0 10/3/1 1/0/0 10/3/1 0/0/0 10/3/1 N I N ""' s3/u5 (1) Table values are mg/1 unless noted otherwise. (2) AI I values for free C02 determined from nomograph on p. 297 of Standard Method, 14th edition. (3) Samples for alI parameters except chemical oxygen demand, dissolved and suspended sol ids, and turbidity were filtered. (4) Hardness calculated by R&M personnel. s3/u26 Agency: Stat ion: E I evat ion: TABLE 2.5 WATER QUALITY DATA SUMMARY SUSITNA RIVER R&M CONSULTANTS, INC. GOLD CREEK 1980 -1982 676.5 FT. N I N 0'1 s3/u27 Agency: Station: Elevation: Laboratory Parameters (1) (3) (Continued) A I ka I in i ty, as CaCO 3 Chemical Oxygen Demand Chloride Conductivity, umhos/cm@ 25°C True Color, Color Units Hardness, as CaC0~4) SuI fate Total Dissolved Sol ids Total Suspended Sol ids Turbidity, NTU Uranium Radioactivity, Gross Alpha, pCi/1 Total Organic Carbon Total Inorganic Carbon Organic Chemicals End ri n Lindane TABLE 2.5 -continued WATER QUALITY DATA SUMMARY SUSITNA RIVER R&M CONSULTANTS, INC. GOLD CREEK 1980 -1982 676.5 fT. Summer/Winter/Break-Up Maximum 36/57/- 24/16/12 14/29/10 37/165/- 110/40/15 97/121/43 14.8/17/6 103/188/90 1255/8/56 728/1.2/19 -!-I- 5.5/2.0/- 3.8/1.0/- 12/4/- -!-/- -/-/- Minimum Mean 28/57/-32/57/- 1.3/2/8 10.9/8.4/10 4/9/6 7.3/19/8 37/165/-37/165/- 5/10/10 50/20/10 31/67/43 50/87/43 1.0/9.5/5 6.7/13.6/5.5 63/100/87 86/135/89 56/1/49 268/6/53 14/0.3/15 199/0.8/17 -/-I--!-I- 2.6/2.0/-4.1/2.0/- 1.4/1.0/-23/1.0/- 8.6/4/-10.5/4/- -!-/--!-!- -!-!--I-!- Number of Detectable values 2/1/0 14/5/2 10/5/2 2/1/0 7/3/2 11/5/2 16/5/2 16/5/2 16/5/2 22/3/2 0/0/0 2/1/0 8/1/0 8/1/0 0/0/0 0/0/0 Total Number of Observations 2/1/0 16/5/2 12/5/2 2/1/0 7/3/2 11/5/2 16/5/2 16/5/2 16/5/2 22/3/2 4/2/0 2/1/0 8/1/0 8/1/0 3/1/0 3/1/0 s3/u28 TABLE 2.5 -continued WATER QUALITY DATA SUMMARY SUSITNA RIVER Agency: R&M CONSULTANTS, INC. Station: GOLD CREEK 1980 -1982 Elevation: 676.5 FT. SummerLWinterLBreak-U~ Number of Total Detectable Number of Maximum Minimum Mean Values Observations Laborator~ Parameters ( 1 ) ( 3) (Continued) N Methoxychlor -I-I--!-/--!-/-0/0/0 3/1/0 I N -.J Toxaphene -!-!--!-!--!-!-0/0/0 3/1/0 2, 4-D -I-I--!-/--!-/-0/0/0 3/1/0 2, 4, 5-TP Si I vex -!-I--1-1--!-I-0/0/0 3/1/0 Elements {Dissolved) Ag, Silver -!-!--!-!--!-!-0/0/0 7/3/2 AI, Aluminum .70/.18/-.08/.18/-.39/.18/-2/1/0 6/3/2 ·As, Arsenic -!-I--!-I--!-I-0/0/0 7/3/2 Au, Gold -!-!--!-!--!-!-0/0/0 7/3/2 B, Boron -1-1--!-I--1-1-0/0/0 7/3/2 Ba, Barium .11/.05/.07 .06/.05/.05 .09/.05/.06 7/1/2 7/3/2 Bi, Bismuth .19/.07/-.19/.07/-.19/.07/-1/1/0 7/3/2 Ca, Calcium 33.5/34.4/14 10/21/14 16.0/26.5/14 12/5/2 12/5/2 Cd, Cadmium -!-/--I-/--!-I-0/0/0 7/3/2 Co, Cobalt -!-!--!-/--!-!-0/0/0 7/3/2 cr, Chromium -/-I--I-!--!-I-0/0/0 7/3/2 cu, Copper -1-!--!-!--!-!-0/0/0 7/3/2 Fe, Iron 2.3/.35/.07 .07/.35/.07 . 77/.35/.07 6/1/1 7/3/2 Hg, Mercury -!-I--!-!--!-!-0/0/0 7/3/2 s3/u29 Agency: Station: Elevation: Laborator:'Jl Parameters ( 1 ) ( 3) (Continued) N K, Potassium I N Mg, Magnesium co Mn, Manganese Mo, Molybdenum Na, Sodium N i, Nickel Pb, Lead Pt, Platinum Sb, Antimony Se, Selenium s i' Si I icon sn, Tin sr, St rant i urn T i, Titanium w, Tungsten V, Vanadium Zn, Zinc Zr, Zirconium TABLE 2.5 -continued WATER QUALITY DATA SUMMARY SUSITNA RIVER R&M CONSULTANTS, INC. GOLD CREEK 1980 -1982 676.5 SummerLWinterLBreak-Ug Maximum Minimum Mean 2.0/2.7/1.9 0.9/1.2/1.8 1.6/2.1/1.9 3.1/10.0/2.0 1 . 2/3. 2/2. 0 2.2/4.9/2.0 -I-I--!-/--/-I- -/-I--I-I--!-/- 10.2/21.1/4.1 2.8/7.4/3.9 5.1/11.7/4.0 -!-I--/-I--I-I- -!-I--!-/--!-I- -I-I--/-I--/-I- -!-I--I-I--/-I- -/-I--!-/--I-I- 5.9/5.0/2.5 2.6/3.9/2.4 3.5/4.4/2.5 -I-I--I-I--/-1- .09/.19/.07 .06/.10/.06 .07/.13/.07 .14/-/-.11/-/-. 13/-/- -/-1--I-I--!-/- -!-I--!-/--/-1- -!-I--/-I--!-/- -!-I--!-I--!-!- Number of Total Detectable Number of Values Observations 12/4/2 12/4/2 12/5/2 12/5/2 0/0/0 7/3/2 0/0/0 7/3/2 12/5/2 12/5/2 0/0/0 7/3/2 0/0/0 7/3/2 0/0/0 7/3/2 0/0/0 7/3/2 0/0/0 7/3/2 7/3/2 7/3/2 0/0/0 7/3/2 4/3/2 7/3/2 2/0/0 7/3/2 0/0/0 7/3/2 0/0/0 7/3/2 0/0/0 7/3/2 0/0/0 7/3/2 N I N \D s3/u30 (1) Table values are mg/1 unless noted otherwise. (2) All values for free C02 determined from nomograph on p. 297 of Standard Method, 14th edition. (3) Samples for alI parameters except chemical oxygen demand, dissolved and suspended sol ids, and turbidity were filtered. (4) Hardness calculated by R&M personnel. s3/u22 Agency: Station: Elevation: Field Parameters ( 1) Dissolved Oxygen Percent Saturation pH, pH Units N 1 Conductivity, umhos/cm@ 25°C l.V o Temperature, °C Free Carbon Dioxide A I ka I i n i ty, as Ca CO 3 Settleable Sol ids, ml/1 Laboratory Parameters ( 1) Ammonia Nitrogen Organic Nitrogen Kjeldahl Nitrogen Nitrate Nitrogen Nitrite Nitrogen Total Nitrogen Ortho-Phosphate Tota I Phosphorus TABLE 2.6 WATER QUALITY DATA SUMMARY SUSITNA RIVER U.S. GEOLOGICAL SURVEY NR. DENALI 1957 -1982 2440 fT. SummerLWinterLBreak-U~ Maximum Minimum Mean -!-!--I-!--!-!- -!-!--/-!--!-!- 7.9/7.6/7.2 7. 2/7. 1/7.2 7.6/7.4/7.2 226/467/124 121/351/124 161/400/124 10.5/0.0/6.5 0.0/0.0/1.5 5.5/0.0/4.0 5.2/25/5.8 1.5/5.5/5.8 3.1/12.9/5.8 75/161/47 42/112/47 55/136/47 -!-!--I-!--/-1- -!-!--!-I--!-/- -!-I--!-!--!-!- -/-/--!-!--!-!- .09/.07/.05 0.0/0.0/.05 .03/.04/.05 -!-!--I-I--!-!- -I-I--I-!--!-!- -!-!--!-!--!-!- -!-!--/-!-. -1-1- Number of Tota I Detectable Number of Values Observations 0/0/0 0/0/0 0/0/0 0/0/0 11/3/1 11/3/1 18/3/1 18/3/1 47/3/6 47/3/6 11/3/1 11/3/1 11/3/1 11/3/1 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 11/3/1 11/3/1 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 N I w I-' s3/u23 Agency: Stat ion: Elevation: Laboratory Parameters ( 1) (Continued) Alkalinity, as caco 3 Chemical Oxygen Demand Chloride Conductivity, umhos/cm@ 25°C True Color, Color Units Hardness, as Caco 3 Sulfate Total Dissolved Sol ids Total suspended Sol ids Turbidity, NTU Uranium Radioactivity, Gross Alpha, pCi/1 Total Organic Carbon Total Inorganic Carbon Organic Chemicals End ri n Lindane TABLE 2.6 -continued WATER QUALITY DATA SUMMARY SUSITNA RIVER U.S GEOLOGICAL SURVEY NR. DENALI 1957 -1982 2440 FT. Summer/Winter/Break-Up Maximum -/-/- -1-1- 11/30/4.2 -/-/- 10/5/30 87/181/50 31/39/9.2 -/-/- 5690/8/1190 -1-1- -!-/- -!-/- -!-!- -!-!- -1-1- -!-1- Minimum -!-/- -!-/- 1.5/19/4.2 -!-/- 0/0/30 52/135/50 13/36/9.2 -!-1- 85/5/102 -I-I- -!-/- -!-/- -/-1- -!-!- -!-1- -/-1- Mean -!-I- -!-!- 4.7/23.3/4.2 -!-!- 5/5/30 67/157/50 17/37/9.2 -;-;- 1163/7/542 -I-!- -!-!- -!-!- -I-I- -!-/- -!-!- -1-1- Number of Detectable Values 0/0/0 0/0/0 11/3/1 0/0/0 14/3/1 11/3/1 11/3/1 0/0/0 45/2/8 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 Total Number of Observations 0/0/0 0/0/0 11/3/1 0/0/0 14/3/1 11/3/1 11/3/1 0/0/0 45/2/8 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 s3/u24 Agency: Station: Elevation: Labo ra tory Parameters ( 1 ) (Continued) Methoxychlor N I Toxaphene w N 2, 4-D 2, 4, 5-TP Si I vex Elements { D i sso I ved l Ag, Silver AI, Aluminum As, Arsenic Au, Gold B, Boron Ba, Ba ri urn Bi, Bismuth ca. Calcium Cd, Cadmium Co, Cobalt cr, Chromium Cu, Copper Fe, I ron Hg, Mercury TABLE 2.6 -continued WATER QUALITY DATA SUMMARY SUSITNA RIVER U.S. GEOLOGICAL SURVEY NR. DENALI 1957 -1982 2440 FT. Summer/Winter/Break-Up Maximum Minimum Mean -/-1--1-1--!-I- -/-/--/-I--/-/- -!-!--!-!--!-!- -!-/--!-!--!-!- -!-!--!-!--!-I- -!-!--1-1--!-I- -!-!--!-I--1-1- -!-/--!-!-' -!-!- -!-/--!-!--!-!- -!-!--!-/--I-I- -!-!--!-!--!-!- 29/51/17 17/41/17 21/46/17 -!-!--!-!--!-!- -!-I--!-!--!-!- -!-/--!-!--!-/- -!-!--!-/--!-!- -!-/--1-1--1-/- -!-/--!-!--!-!- Number of Detectable Values 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 11/3/1 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 Total Number of Observations 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 11/3/1 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 s3/u25 TABLE 2.6 -continued WATER QUALITY DATA SUMMARY SUSITNA RIVER Agency: u.s. GEOLOGICAL SURVEY Stat ion: NR. DENALI 1957 -1982 Elevation: 2440 FT. SummerLWinterLBreak-U~ Number of Total Detectable Number of Maximum Minimum Mean Values Observations La bora to r)l Pa ra meters ( 1 ) (Continued) K, Potassium 3.6/6.6/2.3 1.3/6.3/2.3 2.6/6.5/2.3 11/3/1 11/3/1 Mg, Magnesium 6.4/16/1.9 1.7/6.8/1.9 3.5/10.3/1.9 11/3/1 11/3/1 IV Mn, Manganese -/-1--!-/--I-I-0/0/0 0/0/0 I w Mo, Molybdenum -!-/--1-1--!-I-0/0/0 0/0/0 w Na, Sodium 10/23/3.6 2.1/15/3.6 4.3/18.7/3.6 11/3/1 11/3/1 Ni, Nickel -!-/--!-/--I-I-0/0/0 0/0/0 Pb, Lead -!-/--!-/--I-/-0/0/0 0/0/0 Pt, Platinum -!-/--!-I--/-I-0/0/0 0/0/0 Sb, Antimony -!-I--!-/--!-!-0/0/0 0/0/0 se, Selenium -1-1--!-/--I-I-0/0/0 0/0/0 Si, Si I icon -!-/--!-I--!-I-0/0/0 0/0/0 Sn, Tin -I-I--!-1--/-I-0/0/0 0/0/0 Sr, Strontium -!-/--!-/--!-I-0/0/0 0/0/0 Ti, Titanium -/-1--/-1--!-/-0/0/0 0/010 w, Tungsten -!-!--!-I--I-I-0/0(0 0/0/0 v, Vanadium -1-1--!-1--!-/-0/0/0 0/0/0 Zn, Zinc -!-/--!-/--I-I-0/0/0 0/0/0 Zr, Zircon i urn -I-/--/-1--!-/-0/0/0 0/0/0 1. Table values are mg/1 unless noted otherwise. s3/u18 Agency: Stat ion: Elevation: field Parameters ( 1) Dissolved Oxygen Percent Saturation N pH, pH Units I w Conductivity, umhos/cm @ 25°C ..,. Temperature, °C free Carbon Dioxide A I ka I in i ty, as CaCO 3 Settleable Sol ids, ml/1 Laboratory Parameters (1) Ammonia Nitrogen Organic Nitrogen Kjeldahl Nitrogen Nitrate Nitrogen Nitrite Nitrogen Tota I Nitrogen Ortho-Phosphate Tota I Phosphorus TABLE 2.7 WATER QUALITY DATA SUMMARY SUSITNA RIVER U.S. GEOLOGICAL SURVEY VEE CANYON 1962 -1982 1900 FT. SummerLWinterLBreak-U~ Maximum Minimum Mean -!-I--!-!--I-/- -!-!--!-I--!-!- 8.1/-/7.6 7.2/-/7.6 7.7/-/7.6 187/250/136 91/250/114 146/250/125 13.0/0.1/7.0 1.0/-0.1/2.0 7.9/0.0/4.3 6.8/-/2.2 0.7/-/2.2 2.6/-/2.2 59/-/44 39/-/44 52/-/44 -!-!--!-!--!-/- -!-I--!-!--1-/- -!-/--!-!--!-!- -1-1--!-/--!-!- .88/-/.16 . 00/-1.16 .20/-/.16 -!-!--!-!--/-I- -!-/--!-/--/-I- -!-/--!-I--!-!- -I-!--!-!--I-I- Number of Total Detectable Number of Values Observations 0/0/0 0/0/0 0/0/0 0/0/0 9/0/1 9/0/1 20/1/2 20/1/2 49/4/4 49/4/4 9/0/1 9/0/1 9/0/1 9/0/1 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 9/0/1 9/0/1 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 N I w \.Jl s3/u19 Agency: Station: E I evat ion: Laboratory Parameters ( 1) (Continued) Alkalinity, as caco3 Chemical Oxygen Demand Chloride Conductivity, umhos/cm@ 25°C True Color, Color Units Hardness, as CaC03 SuI fate Total Dissolved Sol ids Total Suspended Sol ids Turbidity, NTU Uranium Radioactivity, Gross Alpha, pCi/1 Total Organic Carbon Total Inorganic Carbon Organic Chemicals Endri n Lindane TABLE 2.7-continued WATER QUALITY DATA SUMMARY SUSITNA RIVER U.S. GEOLOGICAL SURVEY VEE CANYON 1962 -1982 1900 fT. Summer/Winter/Break-Up Maximum -!-!- -1-1- 9.2/-/7.4 -/-/- 40/-/30 76/-/54 18/-/12 -/-/- 2790/14/726 -!-!- -!-!- -!-!- -!-!- -!-!- -!-!- -!-!- Minimum -!-I- -!-!- 2.1/-/7.4 -(-/- 5/-/30 42/-/54 7.5/-/12 -!-!- 34/14/661 -!-!- -!-!- .;,!-!- -!-!- -!-!- -!-!- -!-!- Mea 1n -!-!- -!-!- 5.3/-/7.4 -I-!- 10/-/30 63/-/54 14/-/12 -!-!- 799/14/694 -!-!- -!-!- -!-!- -!-!- -!-!- -!-I- -!-!- Number of Detectable Values 0/0/0 0/0/0 0/0/0 8/0/1 9/0/1 9/0/1 0/0/0 36/1/2 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 Total Number of Observations 0/0/0 0/0/0 9/0/1 0/0/0 8/0/1 9/0/1 9/0/1 0/0/0 36/1/2 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 s3/u20 Agency: Stat ion: Elevation: La bora tory Parameters ( 1 ) (Continued) Methoxychlor N I Toxaphene w 0'1 2, 4-D 2, 4, 5-TP Si I vex Elements {Dissolved} Ag, Silver AI, Aluminum As, Arsenic Au, Gold B, Boron Ba, Bari urn Bi, Bismuth Ca, Calcium Cd, Cadmium Co, Cobalt Cr, Chromium Cu, Copper Fe, I ron Hg, Mercury TABLE 2.7-continued WATER QUALITY DATA SUMMARY SUSITNA RIVER U.S. GEOLOGICAL SURVEY VEE CANYON 1962 -1982 1900 FT. Summer/Winter/Break-Up Maximum Minimum Mean -!-I--I-!--!-!- -!-!--!-!--I-!- -!-!--!-1--/-I- -1-1--/-I--/-I- -!-!--/-I--/-I- -/-I--1-1--/-I- -I-I--1-!--!-!- -!-/--I-/--/-I- -!-!--I-I--/-I- -I-I--I-/--/-I- -/-/--I-/--/-I- 27/-/17 14/-/17 21/-/17 -/-!--I-I--/-I- -/-!--I-/--I-I- -!-!--I-/--/-I- -I-!--/-!--/-/- -!-!--I-I--/-1- -/-:/--1-!--1-1- Number of Detectable Values 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 9/0/1 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 Total Number of Observations 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 9/0/1 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 s3/u21 TABLE 2.7 -Continued WATER QUALITY DATA SUMMARY SUSITNA RIVER Agency: u.s. GEOLOGICAL SURVEY Station: VEE CANYON 1962 -1982 Elevation: 1900 FT. SummerLWinterLBreak-U~ Number of Tota I Detectable Number of Maximum Minimum Mean Values Observations La bora tory_ Parameters ( 1 ) (Continued) K, Potassium 7.3/-/2.8 1.4/-/2.8 3.5/-/2.8 9/0/1 9/0/1 Mg, Magnesium 4.4/-/2.4 1.1/-/2.4 2.7/-/2.4 9/0/1 9/0/1 Mn, Manganese -I-I--1-1--!-/-0/0/0 0/0/0 N I Mo, Molybdenum -!-/--!-/--I-!-0/0/0 0/0/0 w -...J Na, sodium 6.3/-/4.8 2.1/-/4.8 3.8/-/4.8 9/0/1 9/0/1 Ni, Nickel -!-I--!-!--!-!-0/0/0 0/0/0 Pb, Lead -I-/--!-/--!-/-0/0/0 0/0/0 Pt, Platinum -!-I--!-/--!-!-0/0/0 0/0/0 Sb, Antimony -!-!--!-I--!-I-0/0/0 0/0/0 Se, Selenium -!-/--!-!--/-I-0/0/0 0/0/0 Si, Si I icon -I-I--!-/--I-I-0/0/0 0/0/0 Sn, Tin -/-I--!-/--!-I-0/0/0 0/0/0 Sr, Strontium -!-/--/-1--1-1-0/0/0 0/0/0 Ti, Titanium -!-!--!-!--!-/-0/0/0 0/0/0 w, Tungsten -I-/--!-/--!-I-0/0/0 0/0/0 v, Vanadium -!-/--!-/--!-!-0/0/0 0/0/0 Zn, Zinc -!-/--!-1--!-!-0/0/0 0/0/0 Zr, Zirconium -!-/--!-!--!-I-0/0/0 0/0/0 1. Table values are mg/1 unless noted otherwise. N I w co s3/u14 Agency: Station: Elevation: Field 'parameters (1) Dissolved Oxygen Percent Saturation pU, pU Units Conductivity, umhos/cm@ 25°C Temperature, °C Free Carbon Dioxide Alkalinity, as caco3 Settleable Sol ids, ml/1 Laboratory Parameters ( 1) Ammonia Nitrogen Organic Nitrogen Kjeldahl Nitrogen Nitrate Nitrogen Nitrite Nitrogen Total Nitrogen 0 rtho-Phosphate Total Phosphorus TABLE 2.8 WATER QUALITY DATA SUMMARY SUSITNA RIVER U.S. GEOLOGICAL SURVEY GOLD CREEK 1949 -1982 676.5 FT. SummerLWinterLBreak-U~ Maximum Minimum Mean 13.3/15.8/14.1 9.5/11.0/14.1 11.9/13.9/14.1 110/110/111 83/77/111 102/97/111 7.9/8.1/8.0 6.5/7.0/6.5 7.3/7.5/7.0 227/300/147 90/164/70 147/250/97 14.0/0.5/6.0 0.4/0.0/1.0 9.2/0.1/3.1 20/16/24 1. 1 I 1. 2/2.9 5.8/6.2/10.8 87/88/47 23/49/25 51/72/33 -!-/--I-/--!-I- .33/.08/.13 .01/.03/.13 .16/.06/.13 .39/.44/.07 .10/.18/.07 .27/.29/.07 -I-I--J-1--I-I- .36/.32/.69 .02/.05/.05 . 12/. 16/. 24 -!-/--1-1--1-1- .60/.66/-.25/.44/-.50/.51/- .03/.03/.04 .00/.01/.04 .01/.02/.04 .23/.05/.09 .02/.01/.09 .. 13/.03/.09 Number of Total Detectable Number of Values Observations 9/5/1 9/5/1 6/5/1 6/5/1 66/31/7 66/31/7 66/32/7 66/32/7 39/12/8 39/12/8 57/26/6 57/26/6 62/30/7 62/30/7 0/0/0 0/0/0 7/5/1 7/6/1 7/5/1 7/5/1 0/0/0 0/0/0 55/25/7 55/25/7 0/0/0 0/0/0 5/6/0 5/6/0 11/4/1 12/4/1 7/6/1 7/6/1 s3/u15 s3/u16 TABLE 2.8 -continued WATER QUALITY DATA SUMMARY SUSITNA RIVER Agency: u.s. GEOLOGICAL SURVEY Station: GOLD CREEK 1949 -1982 Elevation: 676.5 FT. summerLWinterLBreak-U~ Number of Tota I Detectable Number of Maximum Minimum Mean Values Observations Laborator;'! Parameters ( 1 ) (Continued) Methoxychlor -!-I--!-I--;-;-0/0/0 0/0/0 N Toxaphene -!-!--;-;--/-!-0/0/0 0/0/0 I ""' 2, 4-D -;-;--;-;--I-/-0/0/0 0/0/0 0 2, 4, 5-TP Si lvex -!-/--J-1--1-1-0/0/0 0/0/0 Elements (Dissolved) Ag, Silver .000/.001/-.000/.001/-.000/.001/-2/1/0 3/1/0 AI, Aluminum -;-;--!-I--/-I-0/0/0 0/0/0 As, Arsenic .002/.002/-.001/.002/-.001/.002/-3/1/0 3/1/0 Au, Gold -!-I--J-1-. -1-/-0/0/0 0/0/0 B, Boron -!-/--J-1--I-!-0/0/-0/0/0 Ba, Ba ri urn .031/.060/-.000/.060/-.010/.060/-3/1/0 3/1/0 B i, Bismuth -!-/--J-1--/-!-0/0/0 0/0/0 Gil, Calcium 37/39/18 11/24/9.9 20/30/13 62/28/7 62/28/7 Cd, Cadmium. .001/-/-.001/-/-.001/-/-2/0/0 3/1/0 Co, Cobalt .000/.001/-.000/.001/-.000/.001/-1/1/0 3/1//0 cr, Chromium .010/-/-.000/-/-.005/-/-2/0/0 3/1/0 cu, Copper .005/.001/-.003/.001/-.004/.001/-3/1/0 3/1/0 Fe, I ron .14/.015/-.04/.015/-.10/.015/-6/1/0 6/1/0 Hg, Mercury .0002/-/-.0000/-/-.0001/-/-2/0/0 3/1/0 S3/U17 TABLE 2.8 -continued WATER QUALITY DATA SUMMARY SUSITNA RIVER Agency: u.s. GEOLOGICAL SURVEY Stat ion: GOLD CREEK 1949 -1982 Elevation: 676.5 fT. summerLWinterLBreak-UQ Number of Total Detectable Number of Maximum Minimum Mean Values Observations Laborator:t Parameters ( 1 ) (Continued) K, Pota ss i urn 4.4/5.0/1.7 1.0/1.2/1.2 2.4/2.3/1.4 52/22/5 52/22/5 Mg, Magnesium 7.8/8.3/2.8 1.2/3.6/0.3 3.2/5.4/1.7 62/28/7 62/28/7 N I Mn, .J:>. Manganese .18/.003/-.00/.003/-.036/.003/-7/1/0 7/1/0 I-' Mo, Molybdenum -!-!--!-!--!-!-0/0/0 0/0/0 Na, Sodium 6.5/17/3.8 2.4/5.2/2.8 4.1/11.3/3.1 52/22/5 52/22/5 N i, Nickel .000/.001/-.000/.001/-.000/.001/-2/1/0 3/1/0 Pb, Lead .001/.003/-.000/.003/-.000/.003/-3/1/0 3/1/0 Pt, Platinum -1-1--1-1--/-I-0/0/0 0/0/0 Sb, Antimony -/-I--/-I--/-I-0/0/0 0/0/0 Se, Selenium .001/-/-.000/-/-.000/-/-3/0/0 3/1/0 Si, Si I icon -I-I--/-I--/-I-0/0/0 0/0/0 Sn, Tin -I-I--!-I--!-/-0/0/0 0/0/0 Sr, Strontium -/-!--/-I--/-I-0/0/0 0/0/0 T i, Titanium -/-/--I-/--I-/-0/0/0 0/0/0 w, Tung stem -I-I--/-I--1-1-0/0/0 0/0/0 v, Vanadium -1-1--I-I--/-I-0/0/0 0/0/0 Zn, Zii)C .014/-/-.006/-/-. 010/-/-3/0/0 3/1/0 Zr, Zircon i urn -/-/--/-/--I-I-0/0/0 0/0/0 N I "'"' N s3/u10 Agency: Station: Elevation: field Parameters ( 1) Dissolved Oxygen Percent Saturation pH, pH Units Conductivity, umhos/cm@ 25°C Temperature, °C free Carbon Dioxide A I ka I in i ty, as CaCO 3 Settleable Sol ids, ml/1 Laboratory Parameters (1) Ammonia Nitrogen Organic Nitrogen Kjeldahl Nitrogen Nitrate Nitrogen Nitrite Nitrogen Tot a I Nitrogen Ortho-Phosphate Total Phosphorus TABLE 2.9 WATER QUALITY DATA SUMMARY SUSITNA RIVER U.S. GEOLOGICAL SURVEY SUNSHINE 1971 -1982 270 fT. SummerLWinterLBreak-Ug Maximum Minimum Mean 13.3/13.8/-10.6/13.0/-12.0/13.4/- 107/94/-99/90/-103/92/- 7.7/7.3/-7.1/6.2/-7.4/6.9/- 170/242/-61/225/-.115/232/- 12.0/0.0/9.2 3.8/0.0/9.2 8.6/0.0/9.2 3.9/-/-2.1/-/-3.1/-/- 43/71/-25/63/-36/68/- -1-1--!-!--!-!- .37/.06/-.08/.03/-.19/.05/- 1.10/.42/-.19/.18/-.63/.29/- -!-!--1-1--!-!- -!-I--I-!--!-!- -!-I--!-!--!-I- 2.30/.72/-.71/.42/-1.11/.61/- .04/.04/-.00/.04/-.02/.04/- .33/.01/-.05/.01/-.15/.01/- Number of Total Detectable Number of Values Observations 5/3/0 5/3/0 2/3/0 2/3/0 7/3/0 7/3/0 9/3/0 9/3/0 9/3/1 9/3/1 3/0/0 3/0/0 6/2/0 6/2/0 0/0/0 0/0/0 6/3/0 6/4/0 6/3/0 6/3/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 5/4/0 5/4/0 3/1/0 3/1/0 6/2/0 6/4/0 N I ..,. w s3/u11 Agency: Station: Elevation: Laboratory Parameters ( 1) (Continued) Alkalinity, as Caco 3 Chemical Oxygen Demand Chloride Conductivity, umhos/cm@ 25°C True Color, Color Units Hardness, as CaC03 Sulfate Total Dissolved Sol ids Total Suspended Sol ids Turbidity, NTU Uran i urn Radioactivity, Gross Alpha, pCi/1 Total Organic Carbon Total Inorganic Carbon Organic Chemicals End r in Lindane TABLE 2.9 -continued WATER QUALITY DATA SUMMARY SUSITNA RIVER U.S. GEOLOGICAL SURVEY SUNSHINE 1971 -1982 270 FT. Summer/Winter/Break-Up Maximum 48/74/- -/-/- 7.3/21/- 129/233/- 100/0/- 72/96/- 13/18/- 101/141/- 3510/2/508 300/1.3/- -/-/- -1-1- 3.2/0.8/- -/-/- -1-1- -/-/- Minimum 28/63/- -/-1- 2.2/16/- 82/222/- 8/0/- 33/87/- 3/16/- 54/130/- 288/1/508 160/.20/- -/-/- -I-I- 2.9/0.4/- -/-I- -/-/- -/-/- Mean 41/70/- 3.7/18/- 115/229/- 44/0/- 50/91/- 10/17/- 70/134/- 1485/2/508 233/.67/- -/-I- -I-I- 3.0/0.6/- -/-I- -/-I- -/-I- Number of Detectable Values 6/3/0 0/0/0 9/4/0 6/3/0 3/1/0 9/4/0 9/4/0 8/4/0 5/2/1 6/3/0 0/0/0 0/0/0 2/2/0 0/0/0 0/0/0 0/0/0 Total Number of Observations 6/3/0 0/0/0 9/4/0 6/3/0 3/1/0 9/4/0 9/4/0 8/4/0 5/2/1 6/3/0 0/0/0 0/0/0 2/2/0 0/0/0 0/0/0 0/0/0 s3/u12 TABLE 2.9 -continued WATER QUALITY DATA SUMMARY SUSITNA RIVER Agency: u.s. GEOLOGICAL SURVEY Station: SUNSHINE 1971 -1982 E I evat ion: 270 FT. summerLWinterLBreak-U~ Number of Tota I Detectable Number of Maximum Minimum Mean \j_a lues Observations Laborator:t Parameters ( 1 ) (Continued) Methoxychlor -!-!--!-!--!-!-0/0/0 0/0/0 N Toxaphene -!-I--!-I--I-I-0/0/0 0/0/0 I """ 2, 4-D -!-!--!-/--!-!-0/0/0 0/0/0 """ 2, 4, 5-TP Si I vex -!-I--!-!--!-!-0/0/0 0/0/0 Elements (Dissolved) Ag, Silver .000/.000/-.000/.000/-.000/.000/-2/1/0 3/1/0 AI, Aluminum -!-/--!-/--I-/-0/0/0 0/0/0 As, Arsenic .003/.001/-.002/.001/-.002/.001/-3/1/0 3/1/0 Au, Gold -!-!--!-/--!-!-0/0/0 0/0/0 B, Boron -!-!--!-!--!-!-0/0/0 0/0/0 Ba, Barium .070/.040/-.000/.040/-.032/.040/-3/1/0 3/1/0 B i, Bismuth -!-I--!-I--!-!-0/0/0 0/0/0 ca, Calcium 23/31/-11/28/-16/29/-9/4/0 9/4/0 Cd, Cadmium. .000/-1-.000/-/-.000/-/-1/0/0 3/1/0 Co, Cobalt .000/-/-.000/-1-.000/-1-1/0/0 3/1/0 Cr, Chromium .020/.010/-.000/.010/-.010/.010/-3/1/0 3/1/0 Cu, Copper .005/.004/-.003/.004/-.004/.004/-3/1/0 3/1/0 Fe, I ron .250/.040/-.060/.010/-.180/.025/-5/2/0 5/2/0 Hg, Mercury .0001/.0001/-.0000/.0001/-.0001/.0001/-2/1/0 3/1/0 s3/u13 TABLE 2.9 -continued WATER QUALITY DATA SUMMARY SUSITNA RIVER Agency: us. GEOLOGICAL SURVEY Stat ion: SUNSHINE 1971 -1982 Elevation: 270 fT. SummerLWinterLBreak-U~ Number of Total Detectable Number of Maximum Minimum Mean Values Observations La bora to r;t Parameters ( 1 ) (Continued) K, Potassium 2.8/2.1/-1.1/1.8/-1.5/1.9/-9/4/0 9/4/0 Mg, Magnesium 3.5/4.5/-1.4/4.1/-2.3/4.3/-9/4/0 9/4/0 N I Mn, Manganese .020/.004/-.000/.000/-.009/.002/-5/2/0 5/2/0 ..,. VI Mo, Molybdenum -I-/--I-I--!-/-0/0/0 0/0/0 Na, Sodium 4.4/11/-1.9/10/-2.8/11/-9/4/0 9/4/0 N i, N icke I .002/.002/-.000/.002/-.001/.002/-3/1/0 3/1/0 Pb, Lead .001/.008/-.000/.008/-.000/.008/-3/1/0 3/1/0 Pt, Platinum -!-/--I-I--!-!-0/0/0 0/0/0 Sb, Antimony -!-!--!-/--/-/-0/0/0 0/0/0 Se, Selenium .000/.000/-.000/.000/-.000/.000/-2/1/0 3/1/0 Si, Si I icon -!-/--!-/--/-I-0/0/0 0/0/0 Sn, Tin -I-I--/-I--!-I-0/0/0 0/0/0 Sr, Strontium -!-!--/-I--!-I-0/0/0 0/0/0 Ti, Titanium -I-I--!-/--!-/-0/0/0 0/0/0 w, Tungsten -I-I--!-/--I-I-0/0/0 0/0/0 v, Vanadium -!-!--1-1--!-/-0/0/0 0/0/0 Zn, Zinc .020/.030/-.006/.030/-.012/.030/-3/1/0 3/1/0 Zr, Zirconium -1-/--I-I--/-I-0/0/0 0/0/0 s3/u6 Agency: Station: Elevation: Field Parameters ( 1) Dissolved Oxygen Percent Saturation pH, pH Units Conductivity, umhos/cm@ 25°C Temperature, °C Free Carbon Dioxide Alkalinity, as Caco 3 Settleable Sol ids, ml/1 Laboratory Parameters ( 1) Ammonia Nitrogen Organic Nitrogen Kjeldahl Nitrogen Nitrate Nitrogen Nitrite Nitrogen Total Nitrogen Ortho-Phosphate Tota I Phosphorus TABLE 2.10 WATER QUALITY DATA SUMMARY SUSITNA RIVER U.S. GEOLOGICAL SURVEY SUSITNA 1955 -1982 40 FT. Summer/Winter/Break-Up Maximum 12.8/13.5/12.4 100/94/99 8.3/7.9/7.8 160/225/116 12.5/0.5/7.0 8/17/19 57/75/39 -!-I- .19/.09/.21 1.5/.46/.70 -/-/- .00/.19/- -/-/- 1.70/.99/1.20 .02/-/.02 1. 10/. 38/. 29 Minimum 10.5/10.6/11.4 90/74/97 7.0/6.8/6.5 90/182/85 2.0/0.0/3.4 0.6/1.8/1.1 36/60/30 -/-I- .00/.00/.01 .16/.00/.16 -/-/- .00/.19/- -/-/- .26/.24/.67 .02/-/.02 .03/.00/.01 Mean 11.5/11.6/12.1 97/80/98 7.7/7.3/7.2 122/205/93 8.4/0.04/5.8 2.5/7.8/6.5 44/69/34 -!-I- .04/.04/.08 .60/.27/.43 -/-/- .00/.19/0 -/-/- .72/.55/.92 .02/-/.02 .40/.05/.14 Number of Detectable Values 13/14/4 9/7/2 26/20/7 27/22/7 25/22/7 15/15/5 21/19/6 0/0/0 12/10/3 12/9/2 0/0/0 1/1/0 0/0/0 22/17/4 1/0/1 23/20/7 Total Number of Observations 13/14/4 9/7/2 26/20/7 27/22/7 25/22/7 15/15/5 21/19/6 0/0/0 12/10/3 12/9/2 0/0/0 1/1/0 0/0/0 22/17/4 1/2/1 23/20/7 s3/u7 TABLE 2.10-continued WATER QUALITY DATA SUMMARY SUSITNA RIVER Agency: u.s. GEOLOGICAL SURVEY Station: SUSITNA 1955 -1982 Elevation: 40 FT. SummerLWinterLBreak-U~ Number of Total Detectable Number of Maximum Minimum Mean Values Observations Laborator:i Parameters ( 1 ) (Continued) N A I ka I i n i ty, I as Caco 3 49/76/34 46/63/27 47/71/30 3/4/2 3/4/2 ,!:>. Chemical Oxygen Demand -!-/--!-!--!-!-0/0/0 0/0/0 ....... Ch·l or ide 6.7/18/4.6 1.2/5.7/3.1 2. 7/13/3.7 24/21/7 24/21/7 Conductivity, umhos/cm @ 25°C 133/222/104 114/208/94 122/217/99 4/4/2 4/4/2 True Co lor, Color Units 10/0/-10/0/-10/0/-2/2/0 4/4/0 Hardness, as caco 3 66/96/48 44/73/36 54/85/39 25/21/7 25/21/7 Sulfate 20.7/20/10 1.0/15/3.7 13.2/17.3/6.7 25/21/7 25/21/7 Total Dissolved Sol ids 114/139/71 56/109/51 73/123/65 24/20/7 24/20/7 Total Suspended Sol ids 2367/12/683 158/2/257 745/5/461 21/19/5 21/19/5 Turbidity, NTU 790/3.0/160 21/1.0/25 233/1.5/69 18/13/5 18/13/5 Uranium -!-/--/-1--!-/-0/0/0 0/0/0 Radioactivity, Gross Alpha, pCi/1 -I-/--J-1--!-/-0/0/0 0/0/0 Total Organic Ca rbori 11.0/4.0/9.1 2.7/0.4/3.8 4.4/1.6/6.0 7/9/4 7/9/4 Tota I Inorganic Carbon -!-/--/-1--J-1-0/0/0 0/0/0 Organic Chemicals Endri n -I-I--J-1--!-!-0/0/0 7/10/4 Lindane -!-/--J-1--1-1-0/0/0 7/10/4 s3/u8 Agency: Station: Elevation: Laborator:~::: Parameters ( 1 ) (Continued) Methoxychlor N ·Toxaphene I ""' 00 2, 4-D 2, 4, 5-TP Si I vex Elements (Dissolved) Ag, Silver AI, Aluminum As, Arsenic Au, Gold B, Boron Ba, Ba ri urn B i, Bismuth Ca, Calcium Cd, Cadmium Co, Cobalt Cr, Chromi urn cu. Copper Fe, Iron Hg, Mercury TABLE 2.10-continued WATER QUALITY DATA SUMMARY SUSITNA RIVER U.S. GEOLOGICAL SURVEY SUSITNA 1955 -1982 40 FT. Summer/Winter/Break-Up Maximum Minimum Mean -!-!--I-I--!-/- -I-I--/-I--/-1- -I-I--!-!--/-1- -!-/--1-1--!-/- .000/.000/-.000/.000/-.000/.000/- -!-I--!-I--!-/- .003/.003/.001 .001/.000/.001 .002/.001/.001 -!-I--!-/--!-I- -!-!--!-/--!-/- .200/.040/.020 .027/.040/.020 .068/.040/.020 -1-1--I-I--/-/- 22/31/15 14/23/11 17/27/13 ,001/-/-.001/-/-.001/-/- .007/.002/.001 .001/.002.001 .003/.002/.001 . 030/.010/.005 .000/.000/.005 .010/.005/.005 .007/.004/.006 .003/.000/.004 .004/.002/.005 .460/.060/.190 .020/.060/.110 .096/.088/.152 .0002/.0000/-.0000/.0000/-.0001/.0000/- Number of Detectable Values 0/0/0 0/0/0 0/0/0 0/0/0 4/2/0 0/0/0 13/8/3 0/0/0 0/0/0 7/4/1 0/0/0 25/21/7 1/0/0 5/1/1 5/2/1 7/7/4 12/9/6 5/2/0 Total Number of Observations 7/10/4 7/9/4 2/6/2 2/6/2 8/6/3 0/0/0 13/9/6 0/0/0 0/0/0 8/6/3 0/0/0 25/21/7 13/9/6 13/9/6 13/9/5 13/9/6 13/9/6 13/9/6 s3/u9 Agency: Stat ion: Elevation: Laborator~ Parameters ( 1 ) (Continued) K, Pota ss i urn Mg, Magnesium N I .!::> Mn, Manganese 1..0 Mo, Molybdenum Na, Sodium Ni, Nickel Pb, Lead Pt, PI at i num Sb, Antimony Se, Selenium s i' Si I icon Sn, Tin Sr, Strontium T i, Titanium w, Tungsten v, Vanadium Zn, Zinc Zr, zirconium TABLE 2.10-continued WATER QUALITY DATA SUMMARY SUSITNA RIVER U.S. GEOLOGICAL SURVEY SUSITNA 1955 -1982 40 FT. Summer/Winter/Break-Up Maximum Minimum Mean 1.8/2.5/1.4 1.0/1.4/0.8 1.4/1.7/1.0 3.7/4.9/2.6 2.0/3. 7/1.6 2.5/4.3/1.9 .020/.030/.011 .004/.017/.008 .008/.023/.010 -/-/--1-1--I-I- 4.0/9.0/3.2 1.8/4.9/2.4 2. 7/7.7/2 ."9 .004/.003/.002 .000/.002/.002 .001/.002/.002 .009/.004/.011 .002/.000.003 .004/.002/.006 -/-I--1-1--/-/- -!-/--!-!--/-1- .001/.001/-.000/.000/-.0004/.0008/- -!-/--I-I--!-/- -I-I--!-/--!-I- -!-/--I-I--!-/- -I-/--/-I--/-I- -/-I--I-I--/-1- -1-1--/-I--1-1- .020/.003/.020 .004/.003/.020 .008/.003/.020 -!-/--/-/--!-I- Number of Detectable Values 25/21/7 25/21/7 7/8/2 0/0/0 25/21/7 5/2/1 8/6/4 0/0/0 0/0/0 7/6/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 5/1/2 0/0/0 Tota I Number of Observations 25/21/7 25/21/7 13/9/6 0/0/0 25/21/7 513/1 13/9/6 0/0/0 0/0/0 13/9/6 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 0/0/0 13/9/6 0/0/0 s16/ rl TABLE 2.11 TURBIDITY AND SUSPENDED SEDIMENT ANALYSIS OF THE SUSITNA, CHULITNA AND TALKEETNA RIVERS Suspended3 Sediment Date 1 Date Turbidit•? Concentration Discharge 4 Location Sam~ led Anal}::sed (NTU) (mg./1.) (CFS) Susitna at Sunshine 6/3/82 6/11/82 164 847 71,000 Parks Highway Bridge 6/10/82 6/24/82 200 414 64,500 (RM. 83.3) 6/11/82 6/24/82 136 322 50,800 6/21/82 8/3/82 360 755 78,300 6/28/82 8/18/82 1056 668 75,700 7/6/82 8/3/82 352 507 46,600 7/12/82 8/3/82 912 867 59,800 7/19/82 8/18/82 552 576 60,800 7/26/82 8/18/82 696 1180 96,800 8/2/82 8/18/82 544 704 62,400 8/9/82 8/26/82 720 746 54,000 8/16/82 8/26/82 784 728 47,800 8/23/82 9/14/82 552 496 38,600 8/30/82 9/14/82 292 439 39,800 9/17/82 10/12/82 784 1290· 86,500 Susitna Below Talkeetna 5/26/82* 5/29/82 98. ( RM 91) 5/28/82* 6/2/82 256 43,600 5/29/82* 6/2/82 140 42,900 5/30/82* 6/2/82 65 38,400 5/31/82* 6/2/82 130 39,200 6/1/82* 6/2/82 130 47,000 Susitna at LRX-4 5/26/82* 5/29/82 81 (RM 99) Susitna near Chase 6/3/82 6/11/82 140 769 35,800 (R. R. Mile 232, RM 103) 6/8/82 6/24/82 130 547 44,400 6/15/82 6/24/82 94 170 24,200 6/22/82 8/3/82 74 426 37,000 6/30/82 8/18/82 376 392 30,200 7/8/82 8/18/82 132 156 20,700 7/14/82 8/3/82 728 729 30,800 7/21/82 8/18/82 316 232 24,900 7/28/82 8/18/82 300 464 30,800 8/4/82 8/18/82 352 377 22,700 8/10/82 8/26/82 364 282 20,000 8/18/82 8/26/82 304 275 17,700 8/25/82 9/14/82 244 221 16,800 8/31/82 9/14/82 188 252 19,300 9/19/82 10/12/82 328 439 28,700 2-50 16/r2 TABLE 2.11 (continued) Suspended 3 Sediment Date 1 Date Turbidity2 Concentration Discharge 4 Location Sam2led Analysed (NTU) (mg ./I.) (CFS) Susitna at Vee Canyon 6/4/82 6/11/82 82 (RM 223) 6/30/82 8/3/82 384 7/27/82 8/18/82 720 8/26/82 9/14/82 320 :hulitna (Canyon) 6/4/82 6/11/82 272 424 11 '500 (RM 18) 6/22/82 8/3/82 680 813 19,500 6/29/82 8/18/82 1424 1600 29,000 7/7/82 8/3/82 976 1030 20,700 7/13/82 8/18/82 1136 1200 22,700 7/20/82 8/18/82 1392 1250 23,100 7/27/82 8/18/82 664 1010 31 '900 8/3/82 8/18/82 704 960 23,300 8/11/82 8/26/82 592 753 21,300 8/17/82 8/26/82 1296 1250 21,900 8/24/82 9/14/82 632 843 18,200 9/1/82 9/14/82 316 523 17,300 9/18/82 10/12/82 1920 1550 29,200 .::hulitna near Confluence 5/26/82* 5/29/82 194 (RM 1) 5/28/82* 6/2/82 272 5/29/82* 6/2/82 308 5/30/82* 6/2/82 120 5/31/82* 6/2/82 360 6/1/82* 6/2/82 324 ralkeetna at U.S.G.S. 6/2/82 6/11/82 146 1340 17,900 Cable 6/9/82 6/24/82 49 311 14,200 (RM 6) 6/17/82 6/24/82' 28 216 11,400 6/23/82 8/3/82 26 164 12,400 6/29/82 8/18/82 41 321 10,700 7/7/82 8/3/82 20 100 6,750 7/13/82 8/3/82 132 226 8,880 7/20/82 8/18/82 148 226 8,400 7/28/82 8/18/82 272 14,200 8/3/82 8/18/82 49 180 8,980 8/10/82 8/26/82 53 212 6,980 8/17/82 8/26/82 82 198 6,230 8/24/82 9/14/82 68 263 5,920 8/31/82 9/14/82 37 276 9,120 9/20/82 10/12/82 34 301 14,800 2-51 s16/r3 TABLE 2.11 (Continued) Suspended 3 Sediment Date1 Date Turbidity2 Concentration Discharge Location Sampled Analysed (NTU) (mg./1.) (CFS) Talkeetna at R.R. 5/26/82* 5/29/82 17 5,680 Bridge (RM 0.5) Note: 1. 2. 5/28/82* 6/2/82 39 6,250 5/29/82* 6/2/82 21 5,860 5/30/82* 6/2/82 20 5,660 5/31/82* 6/2/82 44 7,400 6/1/82* 6/2/82 55 9,560 *Refers to samples collected by R&M Consultants, all other samples were collected by U.S.G.S. R&M Consultants conducted all turbidity me~surements. 3. Suspended sediment concentrations are preliminary, unpublished data provided by the U.S. Geological Survey. 4. Discharges for "Susitna at Sunshine" and "Susitna Below Talkeetna" are from the U.S. Geological Survey stream gage at the Parks Highway Bridge at Sunshine. Discharges for "Susitna at LRX-4" and "Susitna near Chase" are from the U.S.G.S. stream gage at the Alaska Railroad Bridge at Gold Creek. Discharges for "Chulitna" and "Chulitna near Confluence" are from the U.S.G.S stream gage at the Parks Highway Bridge at Chulitna. Discharges for "Talkeetna at U.S. G. S. Cable" and "Talkeetna at RR Bridge" are from the U.S.G.S. streamgage near Talkeetna. 2-52 4 s11/aa REFERENCES American Public Health Association. 1981. Standard Methods for the Examination of Water and Wastewater, Washington, D.C. Fifteenth Edition. APHA, Environmental Protection Agency. 1979. Methods for Chemical Analysis of Water and Wastes. Environmental Monitoring and Support Laboratory. Cincinnati, Ohio. EPA-600/4-79-020. McNeely, R.N .. , V.P. Neimanis and L. Dwyer. 1979. Source Book. A guide to water quality parameters. Directorate, Water Quality Branch. Ottawa, Canada. Water Quality Inland Waters Office of Water Data Coordination, Geological Survey. 1977. National Handbook of Recommended Methods for Water Data Acquisition. USDI, Reston, Virginia. R&M Consultants, Inc. 1980. Water Quality Annual Report 1980. Prepared for Acres American, Susitna Hydroelectric Feasibility Study. R&M Consultants, Inc. 1981. Water Quality Annual Report 1981. Prepared for Acres American, Susitna Hydroelectric Feasibility Study. Skougstad, M.W., M.J. Fishman, L.C. Friedman, D.E. Erdmann, and S.S. Duncan. 1979. Techniques of Water Resources Investigations of the United States Geological Survey. Book 5, Ch. A 1, Methods for Determination of Inorganic Substances in Water and Fluvial Sediments. U.S. Governmental Printing Office, Washington, D.C. UNESCO -WHO Working Group in Quality of Water. 1978. Water Quality Surveys. A guide for the collection and interpretation of water quality data. United Nations Education, Scientific and Cultural Orga- nization, World Health Organization. 2-53 r16/tl ATTACHMENT A U.S. ·GEOLOGICAL SURVEY PRELIMINARY 1982 TEMPERATURE RECORDS FROM DENALI, NEAR CANTWELL (VEE CANYON) AND CHULITNA lATER TEIIP C PAR II CODE 0001 0) IN •c IIAX. (STA CODE 00001) II IN. (STA CODE 00002) DAY OCT NOV DEC r ·.1 \ ,{) "'( \·,,.".:~ I• /~ v STA T1 ON NAIIE _ _:-2>:::::...:::V.~~:..._' _;_I_• '1.:...__;1<_;_' _ ____:."_. __ '-'_~_-~.....:..__r--__ _ ST A T1 ON NO. _f-:-5~2ori90.::f_o_o_u_· __ lATER YEAR _.._./9~B'-'C=----- JAN FEB MAR APR MAY JUNE JULY AUG SEP --------------------------1------,----1---------------1----_____ ?_1-! __ -~..:.. i __ -~.:.~-3 ~ i-?. 3-5 7 '1-~ ~.5 4 J 6 5 3 b 1.5' 2 1------- 1--3 --- 4 5 ---------------1------------------------------t--------~ ---1---b 2 s 9 4.£ 6 5 3 .s 55 1 5 ------------1------------i--------~-s 3 ~ 9 5 7 q-::-.;-4- __ _: _______ ------------1------1--- 6.s s.o 8.5 5'.5 7 4-':iS 15 ----------------------------------------------f----------------.-------- a G, t-5 9 5 7 'f-55 " ~ ---------------1---------;_ __ ---1--------------:-------1------1--------- -1 ___ ---~----________________________________ _b_ t._ 1·~-~~--'-·i_l~-_r_l£_ 8 b '35 9.s 45 s.s 3.5" 5 q £" __ a-----------------r-------------------------------_6.__ 1:_ ~.2-~ s ~-~s 1·~--~-4- _LD ______ ... __ ---1---------f-----"'~~---____________ .s5_J§_ -~-~ .. ~ __ s_ t __ .2_ ~-- _11 ----------------------__ ..,.~q.,_-------------b 1-S" _C2__f __ J __ f-__ i·~_f' __ 12 \f"~ A 7, 5 'f 5 'f 7 j.S 4.S '2 ~ r-!l ------------------- ---------~~~-------------____ ?. __ '!: __ .._55 4-_?_ j-_ __ 4-__f-3_>_ f-' _t4 __________________________ --~~~ __ ______ ___ f-~-t ~-~ 4-_z_ 1;_s __ 4.:..s_;:-__ _ !5 -----------------------1---;; __ ..,)~--------~-~:.£--~-"3 5 _4_2 "3_.<L r-7-t~ t"P . ,I (\ tf. 5 s 5 s t-(, 3 7 s 5 16 \.Q"1: b :?..5 5. 5 q-6 q. S' 4 . 5 3 5 ,...!7 ---------------1---1--------r,.~.A -------.:::..---/ 4----'7 -;,:--] t--J-5- _!J _______ --------i ------------):~~--!?-------_<S,____ --- i-LB >. _ _ _ _ _ _ _ _ _ _ _ _ _ ____ _, _ _ _ _ _ _ _ _ _ _ _ _ G' _ _"<_ _ I _ b~5-_1 ___ ~ _ 4-7 4-_1: _ _4:_ _ 20 2 ).s t,.s 4 e 4-1 4-4-3 _11 ______ ------..; ______________________________ '[_j§_ ss 3 ~ -~~ !-__ i~-~·~-_4_ l_:s _ _ ?] ----------------------------------------~-'! _ _?~_i __ l-~-3_~ 7 f.2 4 ~-- _?J ---------------------;-------------' --_r!.,. =.:.~ ~~ ~-~~ ~-7_ 5__}_5_}.§_ 24 ' (; 3 '3.5 5£ "3.5 3 b q, "3 1.5 25 5 3 9.£ 4·£' 3. 5 3 6 t 4-2 ----------------------------1--------------4--2 8.£ ·s---5.51--3---6--4=-4 ~-- _!6 ---------------- -- ---->.-----------------r-::----~-----f----------1---- r-U ____ ---1---f---____________ --f----~-J~-~ 4.£" .Q§_~~-.5:...5_ 3 ~-2§_ 28 l/-5 '2 8 .:55" t;; JS 55 3 - - 1-ts ---------,_ --r------- -------- -1---- -3 s ~ ~ r-Q J:. t-S:... ~ 't _5_ 1:, -1-:_ -_:--- !ll - - - - ---------- - ---f---1------ ------- -1-~ ~-_2__ " ~ €. _t-~ --_1_ ~ ..:.~ ~--~ .. ---------------------,...----------~~~--~~ ~5 1~-1~_"35 --- M• -J 9 C:: ).,I, "7 il U~TTfD STATES DEPARTM[NT OF THE INTERIOR -GEOLOGICAL SURVEY • WATER RESOURC£5 DIVISION OIST' PRIMARY COMPUTATIONS Of QUALITY Of WATER DIGITAL MONITOR HECOROS 1"i2qJc;no OATA PROCESSED 11-03-82 RT NO 01 TEST Dlff 10 <;lJSrTI\l~ ~ ~Jf"l CAIH'IifLL AK I~AJfR Tf-!P lflfG {:) PARAMETER CODE 00010 STORE SJATISTICS oooo1,oooo2, PROVTSTO'IAL OAT A fOR WATER YEAR ENDING SEPT, 30, 1982 VALUES AT INDICATED HOURS 5 flHE '·11\X 1·1 I 1·1 11fi\N PROVISIGNAL Rl!tCFmS 3 4 5 6 7 8 9 10 11 12 SUBJECT TO REVISION fl-04 7.,., 6.1 7.1 .. AM PM 6o6 6,3 6,6 6.8 7o2 7o3 7o6 7.4 7o4 7oS .:,-oc; ~.1 6,A 7.4 AM 7.4 7o3 1,? 7.1 6o9 6o9 6o8 6o9 6.9 7.0 7.1 7ol PM 7o2 7.4 7,f. 7.8 7.9 aoo aoo 8oo 8ol aoo Sol 7o9 fl-O f., A,] 6,t\ 7o5 AM 7o9 7o8 7,5 1o3 1ol 6o9 6o8 6o7 6o7 6.6 6o7 6o9 PM 1o2 7o6 7o7 8oo 8o1 8ol 8o2 8o3 8o3 8o3 8.3 Sol f.-'17 A,O t\ol l'>oB AM B,O 7.7 7o1 6o9 6o6 6o4 6o2 6ol 6ol 6ol 6o2 6o4 P'-1 6o5 6,6 6o7 6o9 7ol 7ol 7o2 7o2 7.2 7o2 7o2 6.9 ,_,-OR 7o0 '1.1 flo?. AM 6o8 6.7 6,4 6.1 5.11 5.6 5o4 5o3 s.3 5o4 SoS So7 PM 5o7 So9 6,o 6,3 6o<; 6,7 6o8 6o8 6o8 6o9 6o9 6o9 1'.-'l<> 1'-,Q t),() 1.,5 AM (},9 6.9 6o!l 6.7 f>,S 6o4 6o3 6o2 6.2 6.1 6o1 6o0 PM 6.0 6o1 6,) 6oS 6.6 6o8 6o9 6o9 6.9 6o8 6o8 6o7 ~ t.-1n 7o1 6,n F.o6 AI~ 6o6 6oS 6o5 6,4 6.3 6oJ 6o2 6ol 6.1 6.1 6,2 6o3 I PM ~.5 6,6 6,R 6.9 6,9 7o0 7o1 7ol 7.1 7ol 7o1 7ol N f--11 1.~ ">.3 .... 9 AM 7.0 6o9 6,7 6,(. 6,5 6,4 6.7 6.3 6,3 6,4 6,5 6o9 PM 7.2 7.2 7o1 7.4 7.5 7o6 7oS 7.3 7.2 7.1 7,0 6o9 o'.-12 7.? hor'l f.o7 liM 6.8 6o7 6,6 6.4 6.3 6ol 6ol 6o0 6.0 6.1 6.4 6o4 PM 6oS 6.7 7,0 7.1 7.2 7ol 7ol 7.2 7.2 7.2 7.2 7o2 ">-11 7,9 f,,] 7.1 AM 7.2 7.1 7,o 6o9 6.7 6oS 6oS 6o3 6o5 6.5 6.8 6o9 PM 7,0 7.2 7,) 7.4 7.5 7o6 7o1 7.8 7.9 7o9 7o9 7o9 6-14 R,2 7,3 7,A AM 7.8 7.7 7o6 7.4 7.3 7.3 7,3 7.4 7o5 7.5 7.7 7o8 P"1 e.o 8.o 8,1 a.t 8.2 Aol 8o2 8o2 8.2 8,2 8,2 Sol 6-15 "!,(' 6oh 7o3 ~M 8.o 7.9 7,R 7,7 7,6 7oS 7.4 7o4 7o4 7o3 7o3 7o2 PM 7.2 7.1 7,1 7,1 7.1 7.1 7.0 7ol 6,9 6,8 6,8 6.6 6-11. 7. 1 "·" .... 4 AM F,,S 6.4 6,7 6,3 6.2 6.1 6o0 5.9 5,9 5.8 5.8 5,9 PM 5.9 6.0 6,1 6.3 6.6 6o7 6o8 6.9 7o0 7.1 7.1 7.1 1'--17 A,l 6.7 7.5 AM 7.1 7.0 7,1 6.9 6.9 6o8 6o8 6.7 6.7 6.9 7.0 7.4 PM 7.5 7.6 7,A 8.1 8.3 Ao2 a.o 8oO a.o 8ol 8.1 8.2 1'>-tA "1,5 7.4 7.8 AM A,3 a.s 8,4 8.3 8.2 a.o 7o9 7.8 7.8 7.8 7.8 7o7 P~1 7.6 7oS 7,4 7,4 7.5 7.6 7.6 7.7 7.7 7.7 7.5 7.4 f>-IQ 7,P. 6. I 7.0 11'1 7.2 7.0 6,9 6.7 6.5 6.3 6o2 6ol 6ol 6o3 6.7 6oS Pr-1 6.9 7o1 7.3 7.2 7.4 7o6 7.7 7.7 7.7 7.8 7.8 7o8 h-~o 7.'~ ">oR 7.1 AM 7.8 7.8 7,7 7.6 7.4 7o3 7.2 7ol 6.9 6.8 6.8 7o1 PM 7.1 7.3 7,3 7,.l 7.3 7.2 7.3 7.3 7.3 7.2 7.2 7.2 ~-21 I'. 1 1:>.7 7,3 AM 1o2 7.1 7,0 6,9 6,9 (,,8 t\,H 6.7 6.7 6.8 6.8 6.8 PM 7.0 7.2 7.3 7.5 7.7 7o8 7o9 7o9 a.o !1,0 Bol Aol f>-?? Q,7 8,0 A,7 AM Aol Bo1 8,) A .1 A,\ a.l Bol a.o 8.1 6.2 a.3 a.4 PM 8.4 a.5 8,7 8,9 9,2 9o4 9.4 9o7 9.7 9.6 9.6 9o4 6-?.1 1 I. 4 l'\.7 9,9 AM 9.3 9.3 9.? 9,1 9.0 Ao9 a.l3 Ao7 8.8 8.9 9ol 9.2 PM 9.S 9.8 10.1 10,4 10.7 lOo9 11 • 1 11.2 11.3 11.3 llo4 1lo3 A•24 11.1 10.4 1 I • 7 AM 11· 3 l1o3 11.3 11.0 1o.a 10o5 10.4 10.7 10.4 to.5 10.8 11·0 PM 11.4 11.7 12.1 12.~ 12.6 12.8 13.0 13.1 13.0 lJ.o lloO 12.9 f,-?r:; 11.<: 1lo'l )?,5 AM 12.8 12.S 12.3 12.} 12.0 11•8 11o7 u.s u.s u. 7 11· 7 11·9 PM 12.2 12.5 12.(1 12.9 13.1 13o2 13o2 lJoJ 13.4 13,5 13.5 13o4 ;>;' I w <; 1S?91SOO lf~TTFD STATES flF.:PARTf~FNT OF THE INTERIOR -GEOLOGICAL SIIRVEY ~ WATER RESOURCES DIVISION PRIMARY COMPUTATIONS OF l'liJALITY OF WATER DIGITIIL MONITOR IIECORDS DATA pROCESSED 11•03•82 RT NO 01 DIST TEST DIFF 10 Stl<; TTNA ~ ~IR C A"lT~•F:LL AK WATFR TE~P IDFG Cl PARAMF.TER CODE 00010 STORE STATISTICS 00001t00002t PROVJSIO~AL DATA FOR WATER YEAR ENDING SEPT. 30, 19A2 VALUES AT INDICATED HOURS r: fiT F. MAX ~1111 ~~F 1\N 2 3 4 s 6 7 8 9 10 11 12 ,,.;,, 11.3 1 0. (j 1?.0 AM 1].3 12.9 12.(, 12.2 u.s u.s 11·2 lle1 10.9 10.9 u.o 11·3 PM 1lo4 11· 7 12.o 12.1 12.5 12.6 12·6 12.6 12.7 12.7 12.7 12o6 (,-?.7 1;:>.7 11· 2 12.0 AM }?..4 12·2 12.o u.s u.s 11· 3 11•2 11·2 11.3 11.2 llo3 11•4 PM lleS 11· 7 11.9 12.?. 12.5 12.7 12.7 12.7 12.7 12.7 12.6 12.5 (,-?P 1?.4 10.9 11·5 AM 12.4 12.3 12.1 lle9 11.6 11•3 11. 1 }Oe9 10.9 u.o 11·1 11•2 PM 11·4 11·5 11.7 11.7 ll· 7 11•6 11·6 11·6 lieS 11.3 11·2 11• 0 (,-29 1n.q 9.2 1n.o AM 10.8 10.6 10.4 10.3 10.2 10o1 9.9 9.7 9.4 9.2 9.3 9.3 PM 9.4 9.6 9.7 1o.o 1o.o 10.2 10.2 10.3 10.3 10.3 10.1 1o.o fl-10 C).q 9.? 9.4• AM q.9 9.8 9.6 9.4 9.3 9.2 9o2 9.2 9.2 9.2 PM PERt no 1]. 5 '5.3 NOTf.-SY'1'10LS :JSELJ IIOOVF HAVE THE FOLLOWING MEANINGS A -SIICCFSSIVE RFCORnEO P1Jr-JCH REAIHNGS DIFFER FlY MORE Ttii\N THE SPECIFIED ALLOWARLE TEST DIFFERENCE q -O~•F OR ~H1RF TMPUT VALUE IS OUTSIDE THE RANGE OF THE CONVERSION TARLE FOR THAT ITEM ... -OIIILY 511•~"11\RY IS FOR AN INCO'-IPLETE DAY . " -UNIT VALUES RECORf) WRITTEN PRO\!ISICN .. :\1_ HECOf<DS SUBJECT TQ REVISIQli SHIFT PRORATED FROM o.oo ON 6-30 TO -0.70 ON 7-27 'SHIFT PRORATED FROM -0.70 ON 7-27 TO o.so ON 8-26 SHIFT PRORATED FROM o.so ON 8-26 TO o.Jo ON l0-01 U~TTEO STATES OfPARTMENT OF THE INTERyoR -GEOLOGICAL SURVEY -WAlE~ HESOURCES DIVISION DISl PRIMARY COMPUTATIONS OF QUALITY OF WATER DIGITAL MONITOR RECORDS 15?91'>00 OATA PROCFSSED ll-o3-A2 HT NO Ol TEST DIFf 10 <;US TTNi-~ ~IQ C 11 1-ITI~fLL 1\K WATFR TE'1P lnEG C I PARAMETER CODE 00010 STORE STATISTICS 0000lt00002t PQOV IS T0'1AL DATA FOR \tiATER YEAR ENDING SfPTo Jo, 1982 ;,~OVIStOHAL m::COf<D~ VALUES AT INDICATED HOURS SUBJECT TO REVISION 5 r.nr I-lAX MIN Mfi\N 2 3 4 s 6 7 8 9 10 11 12 1\-1~ q.() 9.4 Q.7o AM 9.S 9o4 PM 9o6 9o9 9o6 9.6 9o7 9o8 9o6 9o8 9o9 9o8 9o9 9o7 7-r·1 <l.,<, fJ.n Q.O AM 9oS 9o3 9o) 9.0 a.9 lio9 Ao9 BoB 8.8 e.e Bo1 8o8 PM 8.9 9o0 9.? 9.3 9.2 9.3 9o2 9.1 9ol 9.1 8.9 8.6 1-n? 1n.o 7.9 'lo9 AM a.6 8o6 e.,, a.3 8.2 Sol Sol 8.o BoO 8o1 e.J aos PM 8.6 a.a 9.2 9o4 9.7 9.6 9·13 lOoO 9o9 9.9 9.9 9.8 7-01 11.5 9.0 1 0. 1 AM 9.6 9.5 9.4 9.3 9.2 9.1 9o0 9.0 9.0 9.2 9.3 9oS PM 9.7 10.0 10.3 10.6 10.8 lloO llo2 11o4 u.s 11.5 u.s u.s 7-04 11 • ~ 10.7 11 .1 liM l)o4 llo 3 ll.? llol u.o lOo9 lOo8 lOoS 10.7 10.8 1lo0 llol PM \t.J u.s ll.t'> 11.6 11.6 11·6 ll• 7 llo 1 u.s 11.7 llo6 u.s 7-nr.; tl.n \0.1 10.9 AM llol llo2 11 • 0 lo.e 10.7 lOoS lOoJ lOo2 lOol 10.2 lOol lOo6 PM 10o6 loo8 ll.o 11o 1 11.2 l1o2 lloJ 11.4 u.s u.s llo4 llo 3 :J:;I 7-.H· l?.;o 10.5 11.3 AM 11.2 llo1 ll.o Jo.s 10.7 10o6 1o.s 10.5 1o.s 10.7 10.9 lloO I PM llo3 llo4 lloS llo6 12.0 l2o1 l2ol l2ol 12o2 12.2 12.2 12ol """ 7-fl7 11.? 11 • (l l?ol AM ii.a llo7 11.6 lloS 1lo3 11. 1 11• 0 lloO lloO llo2 llo4 ll• 7 PM 12.0 12.3 12.6 12.7 12.9 13ol l3o2 l3o2 l3o2 llo2 13.2 l3o2 7-'lA 11o? 12.0 1?.6 AM lJol 13o0 l3.o 12.1\ l?o6 l2o6 12o4 12o3 12.2 12.0 12o0 12·1 Pli 12o2 12o5 1?.1\ 13.0 13.0 l3o0 }3o0 lJoo 12.9 12.9 l2o7 l2oS 7-I)Q ·J?o4 1 o. I In oil Ali 12.2 llo9 11.7 l1o4 1lo2 11 • 0 to.8 10o6 lo.s 10o4 10.4 10o4 PM 10.4 10o4 10.5 loos 10.4 lOo4 lOo4 loos 10.5 10.4 10.3 10ol 7-Jn Jn.n A.,, Flo!} AM 9.9 9o7 9.f, 9.5 9.4 9.2 9ol 9.0 8.9 a.s a.8 ao8 PM ~.7 8.6 S,f, A.f. 8.6 8o6 flo6 8.6 a.s 8.5 8.4 8o4 7-11 q.7 7oq P..7 AM 8.2 8.2 8.1 Boi' 8.2 8.1 7o9 7.9 7.9 7.9 Sol 8o2 PM 8.4 8.7 9.o 9.3 9.4 9.5 9,5 9.4 9.S 9.5 9.6 9.7 7-12 C).7 o.;, Ao8 AM 9,7 o.6 9.6 9.1 9.2 Ro9 8.8 8.7 a.s 8.4 8.2 8.2 PM 8.4 8.7 A.9 9.1 9.? 9.3 9o2 9.1 9.0 8.9 8.9 a.8 7-13 11,7 A. I f\,4 1\M q.7 8.6 8.6 s.s s.s 8o4 8o4 8o3 8o2 8ol 8.1 flol Plot f\,3 Ao4 A.4 8.3 8.4 A.S 8.6 a.o 8.6 8.7 8.7 8o6 7-14 Q.O A • 1 q.s ~M 8.6 8.fl 8."' 8.4 8.2 a.l 8ol Sol 8.1 8.1 8_.2 8.3 PM A.4 8.6 8.6 s.a 8,9 9.0 9o0 9,0 8.9 8.9 e.s Bo7 7-l'i A.c; 7 .'l A.2 AM soc; 8.4 8.4 8.3 8.2 A .1 8 o1 7.9 7.9 8.o 8.0 s.o PM fl.1 8.2 8.3 8.4 8.S s.s 8.4 8o3 6.1 a.o 7.9 7o9 7-lA A.O 7.n 7.5 Al-l 7.6 7.8 7,f, 7.5 7.4 7.3 7·2 7.1 7ol 7.0 7.1 7ol PM 7.2 7.4 7.'i 7.7 7.9 a.o 7.9 7.9 7.9 7.9 7.8 7.8 7-17 R•Q 7.3 7.9 AI~ 7.7 7.6 7.5 7.5 7.4 7oJ 7o3 7.3 7.3 7.4 7oS 7.7 PM 7.8 8.o B. I A o1 8.3 a.3 8.4 a.s 8.7 8.7 a.s Sol 7-IA q.c; 8.2 Ao9 AM 8.3 s.s 8.e 8,P 8.9 a.a 8.7 Bo'l 8.6 8.6 8.6 8.B PM 8,A 8.8 B,P 8.9 9,0 9.2 9.2 9.4 9,5 9.4 9.3 9.3 7-19 11.3 a.r.; 9.7 AM 9.2 9.1 9.0 8.9 8.7 8.5 a.s e.s 8o7 8.a 9.0 9o2 PM 9.4 9ob 9,9 10.;> 10.5 10o7 lloO llo 1 llo2 llo2 llo2 11•2 7-?n 1?.1 10.1 1 I • 2 AM tlol llo 0 10.9 10.7 10.6 l0o4 to.J 10.3 10o4 loos 10o7 10o9 PM j lo 1 1lo3 11.6 11.7 12.0 12·1 12·2 12.3 12.1 12.1 11·9 11• 6 7-?1 II. 7 10.7 l).2 AM i }.6 11.4 11o? 11.0 11.0 10.9 lOo9 lOoH 10.7 10.8 lloO 11•2 PM 11.3 11· 3 11.3 11o4 11 .s n.s 11·6 llo6 11.S 11.4 llo2 11.2 ;!J;:< .. I IJl <; l'i?.91500 U~ITEO STATES DEPARTMENT Of THE INTERIOR • GEOLOGICAL SIIRVEY -WATER RESOURCES DIVISION PRIMARY COMPUTATIONS Of QUALITY Of WATER DIGITAL MONITOR RI::CORDS nATA pROCESSED 11-03-82 RT NO 01 DIST· TEST Dlff 10 ~USTTN~ q ~R ~ANT~Ell AK ~~TFP TE~P IDEG Cl PARAMETER CODE 00010 STORE STATISTICS 0000l,00002t PQnvTSJO~AL OATA FOR WATER YEAR ENDING SEPT. 30, 1982 VALUES AT INDICATED HOURS f1alf Mil X M [tJ ~IF AN 2 3 4 5 6 7 8 9 10 11 12 7-2?. 10.1'. A.7 Q.4 AM 10.4 10.2 1o.o 9.8 9.7 9.5 9o4 9.2 9.2 9.2 9.3 9o1 PM 9.2 9.2 9.3 9.4 9.4 9.2 9.1 9.0 9.0 8.9 8.9 8.7 7-?.1 Ao7 1.1 lloO AM A.6 8.5 8.3 8.2 8.1 8.o 7o9 7.8 7.8 1.7 7.8 7.8 PM 7.8 8.0 8.1 8.1 8.1 A.l 8o2 8.1 8.o 7.9 7.9 7o8 1-i''• ~'~·" 7.<, 1'1.2 AM 7.11 7.7 1.7 7.6 7.6 7.1 7.8 7.9 8.o 8.1 8.2 8.3 PM 8.4 8.4 8.c; a.s 8.6 8.5 a.5 8.6 8.5 8.4 8.4 8.3 7-?'i R.l 7.5 7.9 AM 1!.3 8.3 8.3 8.3 8.2 a.1 7.9 7.8 7.6 7.5 7.5 7.5 pt~ 7.5 7.6 7.7 7.9 8.} a.z 6·2 8.1 7.9 7.8 7.9 7o9 1-?6 '1.'1 6oA 7.7 ~~~~ 1.7 7. 5--·0 7.3 7.2 7.0 6.9 6o9 6.8 6.9 7.0 7.1 7.2 PM 7.4 7.7 7.9 8.o Ao2 8.3 8.4 8.5 8.5 8.6 8.7 a.8 7-?1 Q.O ll.1 Ao6* AM 11.7 8.6 a.s A.4 8.4 fh3 8o3 8.5 8.6 8.e 9.0 PM PfRTnll l1o? o., t!OTf .-SY"IlnLS lJSfn .1\AOVF HAVE THE fOLLOWING MEANINGS fl -SIICCFSSJVF RfcORDFD PUNCH REA~INGS DiffER RY MORE THAN THE SPECIFIED ALLOWABLE TEST DiffERENCE R -mJf nq MORF: HIPUT VALlJF.: IS OUT'5IDE THE RANGE or THE CONVERSION TABLE FOR THAT ITEM f•} ," l' '/')I ••, 1 r * -O!IILY SIJMMIIRY IS FOR AN INCOMPLETE DAY , , r , tJ,..•.t •'l'" '<· . i li'HT VALUES RECORO WRITTEN •,J ·.· . '. I _: :, ·~ •. :. • .. _If'~: .. } -.\ \' -. \:i~ii tj .. :.z ·-· ... ;,. SHIFT PRORATED FROM o.oo ON 6-30 TO -0.70 ON 7-27 SHifT PRORATED FROM -0.70 Ot-4 7-27 To o.so ON 8-26 SHIFT PRORATED fROM o.so ON 8-?.f) TO Oo30 ON 10-01 1.1'1 I TFO STATES OEPARTMF.NT OF THE INTERIOR -GEOLOGICAL SURVEY -WATER RESOURCES DIVISION DIST PRIMARY COI'oiPUT A TI ONS OF OIIAL ITY Of WATER OIGITAL HONITOR RECORDS 1 c,2'll c:;no OATA PROCESSED 11-03-82 RT NO 01 TE!>T OIFF 10 <;Uc:;JTN• ~ ~JR r ~~~JT·~fLL ~K ~J/1 Tff~ TE"'P lnEG Cl PAI~A~IFTER CODE 00010 STORE STfAJ.:lJHl~9~M,O? ~~~p~jfJ.('l PROVJSJ0"1.1L OATA fOR WATER YEAR ENDING SEPT. 30, 1982 ;~,·:;B..Ji~.>..,[ JQ ,,f~:~·~·;~~~~J ~J VALUES AT INDICATED HOURS <; f'.\TE ~1AX t41N MEAN 2 1 4 5 6 7 8 9 10 11 12 1-?.1 }0,1 9,} \O,J<I A~ 9o2 PM 9.5 9.8 1o.o 10.4 10.5 10o7 10•8 lOeB 10.9 1o.a 10.8 10o7 7-?.R to,P 9,F, \Ooi? AM }0.7 10.6 10.5 10.3 10.1 10·0 9.8 9.8 9.8 9.7 9ob 9.6 PM 9,9 9.9 10,0 to.o 10.3 }0.4 lOo5 10.7 10.7 10,6 10.5 to.s 1-?.'1 }0,1'1 9,1 9,9 AM 10,5 10.4 10.3 1 0. 1 lo.o 9.9 9.7 9.b 9.5 9.6 9.7 9,8 PM 9,9 9.9 1o.o 1o.o 1o.o 10ol 10·0 9.9 9.6 9.5 9.3 9o1 7-11\ 9.0 1,r:; RoO AM Ao9 8,8 8,6 8.4 8.2 8.1 8·1 8,o 8.o 7,9 7.8 7o8 PM 7.9 8,0 7,9 7.fl 7.8 7.8 7.9 7.9 7.8 7.7 7.6 7oS 7-31 q.?. t-.,9 7.6 At-4 7.6 7.5 7.5 7,4 7.4 7.2 7·2 7.1 7.0 6,9 7.0 7.1 PM 7.3 7.5 1,7 7,9 Bol 8.1 a.2 e.2 8.2 8,1 8.1 a.1 ·P.-r•1 9.1 7,9 R,<; AM 8,1 A,O q.o 8.0 a.o a.o 7·9 7.9 7.9 8.1 8.3 8.4 PM 8.4 8.6 B,f-8.7 R.9 9,0 9.2 9.3 9.2 9.2 9.1 8.9 n-n? 9,? 7.'1 1'1.6 AM 8,7 8,6 8,4 R,2 8.1 7.9 7o8 7.8 7.9 8.1 8.3 8.4 PM A.7 8.9 8,9 9.0 9.1 9.1 9.2 9.2 9.2 9.1 9.1 9.0 :t:-'1-01 10.1 Aol\ 9,4 AM 9,0 8.9 8,7 8,6 8,6 A.6 8.6 8.6 8.7 8.8 9.0 9.4 I PM 9.7 9.7 9,9 10.1 10.1 lOo3 10o3 10.3 10.1 10.1 10•1 lOoO 0"\ R-04 }0,1\ '1,9 9.7 AM 9.8 9.5 9,3 9,2 9,} 9.0 8.9 8.9 9,0 9,} 9.3 9.5 PM 9.7 9.9 10,0 10,1 10,2 10.4 1o.s 10.5 10.3 10.3 10.3 }0.3 R-OC:, }0,4 q,r:; to.o AM 10.4 10.4 10.1 9,9 9,8 9,6 9oS 9.5 9,5 9.6 9,8 lOoO PM 1 0. 1 10.2 10.1 10.3 10.1 10o4 10o3 10o3 10.2 10.2 10o1 10o0 R-'lf. to.s 8,6 9,6 AM 9.7 9,6 9.4 9,2 9.0 8.8 8.7 8.7 8.7 8.9 9.1 9.3 PM 9,f, 9.7 9.9 10.1 10.4 }0.5 lOo4 10.4 10.5 10.4 10.3 10o2 ~-07 to.? o.A Ao9 liM lOol 9.9 9.7 9,') 9.3 9o2 9o2 9.1 9.1 9.1 9.2 9o4 PM 9,6 9.7 9.7 0,6 0,6 9.6 9ob 9.6 9.5 9.4 9.3 9o1 R-OR 1),} 7,Q P,,) AM 9.0 a.a a.s 8,3 8,2 a.o a.o 7.9 7.9 7.9 8.0 Sol PM l'lo1 8.2 B,;> 8,2 8o·2 A.4 8.4 8.4 8.4 8.4 8.4 8o1 <1-09 P,l 7.?.. 7,R AM 7.9 7.7 1,t> 7,5 7,4 7.3 7o2 7~2 7.2 7.3 7.5 7o1 PM R.O a.l 8,2 8,1 8,) a.J 8.3 8.3 8,3 8.3 a.3 a.2 fl-10 R,i<, 7.f> P,?. AM R,2 8.2 8,1 8,o 7,8 7.7 7.6 1.7 7,8 a.o a.2 a.2 PM Ro3 8.3 8,4 a.s B.5 R,6 Roo 8.6 8,6 8.6 8.6 a.5 fl-11 9,0 7,R q,4 hM 13,3 8.2 a,o 8,0 7,9 7.9 7.9 7,1J 7,8 7,8 7.8 a.o PM 8.2 s.5 8,6 a.a 8.8 Ao9 a.9 9.0 9,0 8,9 9,0 9.0 R-12 to.? II,} 9,?... AM A,9 s.a B,f. 8.4 8,.?. 8.1 Sol Sol 8.3 8.5 a.a 9o1 PM 9,4 9,7 9,A 9,9 lo.o 1n.o 1o.o 10o0 10.1 10. 1 10.2 10·1 P-11 ln,9 9.1 10.2 AM 10o3 1o.o 9,9 9,7 9,5 9.3 9o2 9.2 9.2 9.4 9.6 9oS PM 1 0. 1 10.3 10.5 10,7 10,8 }0,9 1o•~ 10.9 10,9 10.9 10.9 10o9 P-14 )0,9 to,::> 10.6 AM }0,8 1o.a 10,7 10.5 10,4 }(l,] 10·2 10.3 10.2 10.1 10.7 lOo7 PM }0.6 1o.a 10.7 10,7 10.7 10.7 to.7 1o.s 1o.a 10.9 10.9 10o8 11-J<; )0.7 Aol 9,4 AM 10.6 lo.5 )0,] lo.o 9.8 9,8 9.6 9,5 9.5 9,5 9.4 9.4 PM 9.4 9.4 9,3 9,} 8,9 8.8 Bob 8,8 8,7 8.5 8.3 a.l A-Jh 'l,'i 7,4 RoO .AM 8,1 7.8 1,7 7,6 7.5 7.4 7.4 7.4 7.4 7.7 7.8 7o9 PM R,2 8.3 A0 4 a.s s.s 8.5 8o4 8.2 8.2 8,2 8.2 8o3 A-17 R,l) A,O A,?.. AM 8.2 8.1 8,} Bol A, 1 a.1 a.o a.o a.o a.o BoO Sol PM R,3 8,4 R.4 8,<; f\,6 fl,5 8.5 8.4 t\,4 8,4 8.4 8o4 fl-1 ~I R,l'. 7.4 R ,1 1114 R,4 8.3 A,? 8.1 a.o 7,8 7.6 7.'5 7,5 7,5 7.6 7.9 IH!TfO STATES DEPARTMENT or THE INTERIOR -GEOLOGICAL SURVEY -WATER RESOU~CES DIVISION DIST PRIMARY COMPUTATIONS OF" DUALITY OF" WATER orGITAL MONITOR ~ECOROS lS?Q)SflO nATA PROCESSED 11-nJ-82 RT NO 01 TEST DIF"F" 10 51J<;TTN~ Q ~JR CII'JT 14FLL AK ~IHF~ TE"lP lnEr. r.1 PARAMETER CODE 00010 STORE STATISTICS 0000lt00002t PROVT"iJO'lAL DATI\ F"OR WATER YEIIR ENOING SEPT. 3o, 1982 VALUES AT INDICATED HOURS 5 nqr '11\X MJN MF"AN 1. 2 J 4 5 6 7 8 9 10 11 12 PM R.1 a.2 8.4 e.s 8.6 RoS 8.4 a.s 11.5 8.5 8.4 8o4 ?-1<'1 1~.0 A.2 9.1 1\M 8.4 Ro4 8.4 8.4 R.4 8.3 a.J 8.2 8.4 8.6 8.9 9o2 PM 9.5 9.7 9.9 1o.o 9.9 10.0 9o9 9.8 9.6 9.5 9.4 9oS ~-;:>n to." 9 ., Clo7 AM 9.4 9o4 9.3 9.3 9o2 9o2 9o2 9.2 9.3 9o3 9.4 9.6 . ' PM 9.8 1ooo 10.3 10.4 1o.s Io.5 10o4 1o.o 1o.o 9.9 9.8 9.9 4 ~-:n 10oli 1·2 q.7 1\M 9o'l 9o8 9.7 9o7 9o6 9o5 9o4 9.4 9o5 9oS 9.6 9o8 PM 10o1 1o.s lo.c; loos 10.4 10.4 10o3 1o2 10.2 10.1 9.9 9o7 R-22 tn., Ool) Clo7 AM 9.7 9o6 9o5 9.3 Cl.1 8.9 a.7 8o6 8o6 a.a 9.0 9o3 PM 9.7 9o9·" 10.1 10.3 10.4 10.4 10o4 10.5 1oo5 lo.5 10o6 10.6 A A-?3 111.9 1o l 10o2 AM 10o6 1o.s 10.;? 10o1 1o.o 10o0 9o9 9.9 9.8 9.9 10ol }Oo3 PM 10.4 1o.6 10.7 10.7 1o.e 10o7 10o7 10o7 10.7 10.7 10o9 10o8 ll-24 lO." 9.6 q.q AM 10.7 10o7 10.4 10.3 1o.o 9.9 9o8 9.6 9.6 9.6 9.7 9o7 PM 9oR 9.8 9 0 A 9.9 9.<) 9o8 9ol:l 9o7 9o7 9.6 9o6 9.6 A-:><; 9.7 9o':J 9o? AM 9.6 9o4 9.) 9o2 9o1 9o0 9o0 8o9 8o9 9o0 9ol 9o3 PM 9.2 9o2 9.] 9.5 9.5 9oS 9oS 9o4 9.3 9.2 9ol 9o0 ~ ll-?A Q.l n.o A.4* AM 9o0 8o9 B.R 8o6 8o4 8.2 Sol Sol 8oO 8.o 8o1 8o3 J ....... PM a.s 8.6 8.7 PERron ltlo9 0.6 1\0TE.-SYMrlOl_<; ~15E"D AROVf HIIVE THE fOLLOWING MEANINGS OIF"fERENC~·f-?('' l ; . A -511CrfSSJVF RFCORn~=.:o PUNCH RF.ADINGS OIF"F"ER RY MOPE THIIN THE SPECifiED ALLOW A ALE TEST ·~ . ' ~ I ''· t j ' q -O~IF OR 1-'0RE INPUT VALUE IS OUTSIDE THE RMJGE or THE CONVERSION TARLE f"OR THAT ITEM :·.; r .J ~} .} ; ~.: ( f' I ~~:~·v;~~i·~; J '··' * -D~ILY SIJMM/II~Y IS F"OP AN INCOMPLETE DAY " -UN IT VALUES RfCORO WRITTEN SHIFT PRORATED fROM OoOO ON 6-Jo Til -Oo70 ON 7-27 SHIFT PRORATED fROM -0.70 ON 1-21 TO o.so ON 8-26 SHifT PRORATED F"R0~1 o.so ON 8-26 TC) o.Jo ON lo-ol ll'liTff) STATES D(PARTMENT Of THE INTERIOR -GEOLOGICAL SURVEY -WATER HESOURCES DIVISION DIST PRIMARY COMPUTATIONS Of QUALITY OF WATER DIGITAL MONITOR RECORDS I 'ii.''n "ii'IO OATA PROCESSED 11-113-82 RT NO 01 TEST Dlff 10 SIISJTNA =I 'lR CA'H\~FLL AK I>IATFR TE"lP IOEG Cl PARAMETER CODE 00010 STORE STATISTICS 00001,00002t PROVtSJO'lAL DATA FOR WATER YEAR ENDING SEPT, 30, 1982 VALUES AT INDICATED HOURS <; OATf ~lAX MIN MFAN 2 :l 4 5 6 7 8 9 10 11 12 A-2F, q o) Aol, Ao911 AM PM 8of> 8.8 B.8 8.7 BoB 9.0 9oO 9.1 9.1 n.-n 1 o. o R.~ Q,] AM 9,1 9.0 9oo 8.9 a.a a,B Bo6 8.6 8,7 8,9 9.1 9.3 PM 9.6 9,8 9,9 10.0 10.0 10o0 9.7 9.6 9.4 9.3 9.1 9.0 A-"A q,Q 7.'1 Fl,4 AM a.q 8.9 A.7 8.4 Ao1 7.9 7o7 7.7 7.7 7.9 8o1 8.3 PM Ao4 a.s 8,7 8,8 8,8 8o9 Qo8 8.4 8.3 8.3 8.3 8.3 R-2Q Ao4 7.7 7.9 AM 8,3 8.3 s.o 7,Q 7.9 7o9 7o8 7.8 7.7 7o8 7.8 7.9 PM 7.9 8.0 a.n RoO a.o 7o9 7o9 7o9 7.B 7o7 7o1 7o7 q-)(1 7.7 noR 7o3 AM 7o1 7.6 7o6 7o6 7o5 7.4 7o3 7.3 7o2 7o2 7o2 7.2 PM 7.3 7.3 7o4 7,4 7,3 7o2 7 o1 7,0 6,9 6o9 6,8 6o8 A-11 7,') 6of> 7o0 AM 6o8 6o7 6o7 6o7 6o6 6.6 6o6 6.7 6o6 boB 6.8 6o8 PI~ 7o0 7.2 7,3 7o5 7.S 7oS 7.4 7o3 7.2 7.2 7o3 7.3 9-111 7,7 6,CJ 7,:1 AM 7o3 7o3 7o3 7o3 1o2 1o2 7ol 1o0 6o9 6,9 7.1 7o2 _.!);; PM 7.2 7o4 7.5 7.7 7.6 7oS 7oS 7o6 7o6 7o6 7.5 7o4 I 9-11? Ro} 7.2 7o6 liM 7o4 7o4 7.5 7.4 7.4 7.3 7.2 7o2 7o2 7.3 7o4 7o6 00 PM 7,8 7.B Boo a,o a.o a.o RoO BoO a.o a.o BoO BoO 9-03 A,? 7. 1 7o6 AM 8o2 8,2 A.o e.o 7o8 7o6 7oS 7o5 7oS 7.4 7.5 7.S PM 7.S 7.7 7.7 7.7 7.7 7.6 7o4 7.3 7o2 7.1 7o1 7o1 CJ-114 7,4 F,,l, 7.0 AM 7o1 7.0 1o2 6,8 6o7 6.6 6.6 6.6 6.6 6.8 6.7 6o9 PI~ 7.2 7.2 7o3 7,4 7o4 7o3 7o2 7o2 7.0 7.0 7o0 7o0 1-05 7.7 6,5 7.1 AM 7o0 6,9 6,9 6,7 6,6 6,S 6oS 6o6 6,6 6,7 6.7 6.9 PM 7.1 7.3 7.4 7.6 7.6 7.7 7.6 7.5 7o4 7o3 7.3 7o2 9-06 R,l 7,0 7.S AM 7o2 7.2 7,? 7o2 7,1 7o1 7.1 1o0 7o1 7,2 7o3 7o5 PM 7o1 7o1 7.9 7,Q Bot BoO BoO 8.o 7.9 7o9 7o8 7o8 CJ-07 Rol 7.') 7,8 A"' 7.7 7o1 7,6 7,, 7.6 7o6 7ob 7o6 7.6 7o6 7.7 7o8 PM 7.9 BoO a.o Bo1 a.o BoO 7o9 7otl 7o8 7.7 7o6 7oS 9-0A 7.<; 6oll 1o2 AM 7.5 7.S .,o4 7o5 7.4 7.3 7o3 7.2 7.1 7o1 7ol 7o2 PM 7o2 7.3 7o3 7,3 1o 3 7.2 7.2 7o1 1o0 6,9 6,9 6o8 9-00 ~.11 6.4 f.o6 AM 6o8 6.7 6.7 6.7 6ol\ 1),5 6oS 6o4 6o4 6o4 6.5 6oS PM f>,S 6.5 6o6 6.6 fl.7 6.7 6ob 6.!:1 6.5 6o5 6,4 6o4 9-IO '-o" 5,q 6o2 AM 6o3 6o2 6,2 6.1 6,) 6.0 6o1 5.9 5.9 5.9 6.0 6.0 PM 6.1 6o2 6o3 6o4 6.4 6.5 6o4 6.4 6.4 6.3 6.3 6o2 Q-)1 ~.c; c;.c; 5.9 AM 6.1 6.1 6,0 So9 5.a So7 5.6 5o6 5o6 So6 5.11 s.9 PM 6.1 6.4 6o3 6.2 6oO C:.o9 s.9 SoB SoB 5.7 So7 5oS 9-1? c:;,c:; 4.6 Sol AH 5.4 So3 So? S.) s.o 4.9 4o8 4o7 4.7 4o6 4o7 4o8 PH s.o 5,1 5.2 5.3 S,3 5.3 5o4 So4 5,4 So4 So4 5.4 9-1) c;,q c;o~ 5.5 AH 5.4 S.4 5oS 5.4 S.4 5.4 SoJ 5.3 5o3 5.3 Sol 5.4 PM o;.s So6 So7 5.a 5o A s.a 5o8 5o8 5.7 5.7 So6 5o6 '1-14 ~.1 5.6 6.0 AM 5.6 5.6 5.7 5.7 So7 So7 s.7 So7 5.7 5.7 5.9 6o0 PM 6o1 6.2 6,2 6o) 6.2 6.3 6o2 6o2 6.3 bo2 6o3 6o3 Q-)'1 H,'3 , 0 l 7,0 AM 6ol 6.3 6.? 6o2 6.2 6.2 6o2 6.1 6.2 6.3 6,4 6o6 PM t..1 7. 1 7,4 7.6 7.7 a.o tloO s.o 8.1 8~2 8o2 8o3 'I-I~ 11,4 7.?. 7oA AM A.4 8.3 fl.J Ao2 8ol a.1 a.o 7.9 7.7 1o1 7o6 7.6 Pl-1 1o.1 7.8 7.'1 7.9 7.A 7oA 7o ., 7.'1 7.6 7.5 7.4 7.2 U~JTFD STATES DEPARTMENT OF THE INTERIOR -GEOLOGICAL SIIRVEV • WATER RESOURCES DIVISION OIST PRIMARY COMPUTATIONS Of flttALITY OF WATER OTGITAL MONITOR RE.CORDS l'i?.Q\'lllO OATA PROCESSED 11·03•82 RT NO 01 TEST Olff 10 <;tJ<;TTNA ~ "JP CA'llt~FLL AK I~HFP TF:-.4P IOEG Cl PARAMFTER CODE 00010 STORE STATISTICS oooo1.oooo2, PROVTSID'Jo\L DATA FOR WATER YEIIR ENDING SEPT. 30, 19A2 VALUES AT INDICATED HOURS <; rnr tAl\ X MTN MFAN 2 3 4 5 6 7 8 9 10 11 12 "1-17 1.? 5.5 (..t AM 7.1 7.0 6.A 6.7 6.5 6.3 6.2 6.1 6.0 5.9 s.a 5·8 PM 5.8 5.9 5.q 5.9 5.8 5.8 5.1 5.7 5.6 5.6 5.5 5o5 9-lA r:,.7 'i.t c; .t, liM 5.4 5.4 5.3 5.3 5.3 5.2 5.2 5.1 5.1 5.1 5.2 5.3 PM 5.4 5.5 5.5 5.5 5.5 s.6 5.7 5.7 5.7 5.7 5.7 5.7 Q-19 "·" s.s c;,A AM 5.() 5.6 5.() 5.1'> 5.6 5.5 5.6 5.6 5,6 5.6 5.7 5o7 PM s.a 5.9 s.q 6.0 6.1 6.1 6.2 6.2 6.2 6.2 6.2 6o1 9-;>n "·l s.s c;.~ M1 6.1 6.0 c;.q 5.9 5o A s.a 5.7 5.7 5.7 5.6 5.7 5oS P"' s.s 5.8 5.9 5.~ 5.ij 5.8 5.7 5.7 5.6 5.6 5.5 5.5 '1-i.'l c::.7 'i.2 s.s liM 5.5 5.4 5.4 5.4 5.4 5.3 5.3 5.2 5.2 5.2 5.3 5.3 PM 5.4 5.5 5.6 5.7 5.7 5.7 5.7 5.7 5.7 5.7 5.7 5.7 9-?? s.1 5.1 c;.5 AM 5.7 5.7 5.6 5.5 5.4 5.3 5.3 5.2 5.1 5.3 5.2 5.4 PM 5.5 5.5 5.1'> 5.f> 5.7 5.6 5.6 5.7 5.6 5.6 5.6 5o5 9-?3 'lo7 4oA c;,2o AM 5.4 5.3 5.1 5.0 4.9 5.3 5.1 PM Pffllnn tn.n 4.,., ~ NOTF.-5Y'H-10LS :t<;f[) A'lOVF fii\Vf THF. FOLLOWING MEANINGS •• 1.0 n -SIICCFSSIVf I~FrOROFO PUNCH READINGS DIFFER AY HORE THAN THE SPECIFIED ALLOWABLE TEST. DIFFERENCE n -OttF OR MORF. TNPUT VAlliE IS OUTSIDE THE RANGE OF THE CONVERSION TABLE FOR THAT ITEM PRov1 0 -n~ILY SUHMI\PY IS FOR AN INCOMPLETE DAY ~ -UfiiT VALUES PFCORO WRITTEN SUBJf~~?N~t. R£co SHIFT PRORATED FRO f..! o.oo ON 6-30 TO -0.7(1 ON 7-27 h) Rt:v, RDs SHIFT PRORATED FROM -0.70 ON 7-27 rn o.so ON B-26 1SiON SHIFT PRORATED fRO~I o.so ON 8-26 TO o.Jo ON 10-01 lJh;JTFD STUES DEPAIH 1-IENT OF THE INTERIOR -GEOLOGICAL SURVEY -WATER RESOUJ~CES OlVlSlON DI~:, PRIMARY COMPUTATIONS OF OllAli TY Of WATER OJGITAL MONITOR RECORDS JS?<J?401) DATA PROCESSED 11-n3·82 RT NO 01 TEST Dlff r.t~lll THJA R liP TAL'<FETNA AK WHf.R TF.~<~P IDFG Cl PARAMETER CODE 00010 STORE STATISTICS 00001t00002t PRI'VIST0'1fo.L (lATA FOR '~II TER YE4R ENDING SEPT. 30, 19A2 VALUES AT INDICATED HOURS <; it.' TF •tAX '1 I "I Mf.AIII 2 3 4 5 6 7 8 9 10 11 12 '5-?4 c;.n 4.6 4.7* AM PM s.o 4.6 4o6 c;-;>Cj c:;.,c, 4.9 c;.] AM 'io1 So3 5.1 5.3 5.3 5.3 5o2 5.2 5.2 5.2 5.2 5o2 PM r;.3 5.3 5,3 5.4 5.5 5,6 5.6 5.6 5.6 5.6 5.6 5.5 c;.;>,c, ., ... s,n s.J AM 5.4 5.3 5.3 5.2 5.1 5.1 5.1 5,0 s.o s.o s.o 5.1 PM '5.2 5.3 5.4 5.5 5.tt s.6 s.6 5.6 5.6 5.6 5.6 s.s c:;-:n c;.C) c:;. -i <;,6 AM 5.5 5.4 5.4 5.3 5.3 s.3 SoJ 5.3 5.3 5.3 5.4 s.s PM '5.6 5.7 5.7 5.a 5.9 5.9 5.9 5.9 5,9 5.9 5,9 s.a s-?A t.,n 5.'i s.7 AM s.a 5.1··' 5.7 5.6 5,6 5.5 s.s 5.5 5.5 s.s s.s s.5 PM s.6 5.8 5.<l 5.9 5,C) 5.9 So9 5.9 5.9 6.0 6.0 6.0 <;-;><1 (,.r <;,<; r:;.IJ AM 5.9 5.9 5.1'1 5.B 5.7 s.6 s.6 s.s 5.5 5.5 5.5 5.6 PM s.a 5.8 5.q 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 s-1n F-.n c:;,fl c:;.9* AM 5.9 5,9 5,q 5.9 5,9 5,8 s.a 5,8 5,8 5.8 5.9 6.0 PM 6.0 6.0 6.o 6.11 6.0 6.0 6o0 6.0 PFRIO[) ~.n 4of-> RECORDER CLOCK RUNNING 15•0 MINUTES PER DAY fAST, RECORD ADJUSTED. --~ NOTf.-<';Yf'f1C'LS USED AfiOVF Hl\VE THE fOLLOWING MEANINGS I 1-' ~ -SllCCFSSIVf RF"CORI)F"O PlliiiCH REAniNGS DifFER BY MORE THAN THE sPECIFIED ALLOWABLE TEST DifFERENCE 0 R -0~ !F OR M0"lE It-!PUT VIILlJE IS OUTSIDE THE RANGE Of THE CONVERSION TARL£ FOH THAT ITEM * -')~ILY StntMMIY IS •oR A~ INCOMPLETE DAY 'l -UNIT V·\LilFS RFCOqO WRITTEN t ' I ) SHIF'T PRORATED fROM -1,AO ON 6-03 TO -3,80 ON 6-29 ~,. SHIFT PRORATED FROM -3,AO ON 6-29 TO -3,70 ON 7-26 t"I-WVJI.'JO . 51-liFT PRORATED fROM -3./J ON 7-26 TO -3,70 ON 8-27 Sun IF~-NAL Rt:: ... OR SHIFT PR0RATED FROM -3.70 ON 8-27 TO -4.00 0111 9-10 ·. -LI ro 1.:-L ns SHIFT PRORATED FROM -4,00 ON 9-1o TO -4.10 ON 9-27 RE.VJSJON 51-lifT PRORl\TED FROM -4.10 ON 9-27 TO -4.10 ON 10-14 ll'HTFO STATfS OEPARTM~NT OF TliE INTERIOR -GEOLOGICAL SURVEY • WATfR RESOURCES DIVISION DI~ ... PRIMARY COMPUTATIONS OF OttALITY OF WATER DIGITAL MONITOR RECORDS J<;;>Q?400 DATA pROCfS<;ED 11-03-82 RT NO 01 TEST DIFF it) CH'II. TT~JI\ R NQ TI\LKfEHIA AK WHFQ TE'~P (fiFG Cl PARAMfTER CODE 00010 STORE STATISTICS 0000lt00002t PI?(IVTS JD\11\L DATI\ FOR I~ATER YEAR ENDING SEPT. 30, 19A2 VALUES AT INDICATED HOURS 5 fl<lf WIX t·1 IN '1fAN 2 3 4 5 6 7 B 9 10 11 12 A-01 n.Q !:1.1 R.b 0 AM PM 8.9 8.7 e.5 e.l ~<--04 Re4 6.1 7.3 AM 7.7 7.4 7.1 6.A 6.5 6.3 6.3 6.3 6.4 6.6 6.8 7.1 PM 7.4 7.7 e.o 8.3 8.4 A.4 e.3 8.o 7.8 7.6 7.5 7o2 f,-()'i 7.1 r:..7 .... 1 AM 7.1 6.9 6oR 6.7 6.5 6.4 6.3 6.1 6.0 5.9 5.9 5.8 P~1 s.a 5.7 5.7 5.7 5.7 s.7 s.7 5.7 5.7 5.7 5.7 5.7 6-('1(, "·1 s.1 r:..6 AM 5.5 s.s s.s 5.4 5.4 5.4 5.3 5.3 5.3 5.3 5.3 5.3 PM 5.4 5.5 5.5 5.6 5.7 5.8 6o0 6.1 6.3 6.3 6.2 6·2 li-()7 7 ·1 f>.n ~<-.4 AM 6.1 6.1 6.1 6.0 6.0 6.0 6·0 6.0 6.0 6.1 6.1 6.3 PM .... 3 6.3 6.5 bob 6.8 7.0 7o0 7.1 7.1 7.1 7.0 6.9 ,._oq Q.) 6.n 7.4 AM t..1 6.6 "·4 6.3 6.1 6.0 6o0 6.0 6.0 6.1 6.5 6.8 P~1 7.3 7.6 8.o 8.3 8.7 9.1 9·1 9.1 9.1 9.1 8.9 8.7 f.-OQ R.4 7.1 7.6 liM A.3 8.1 7.9 7.7 7.5 7.3 7.2 7.1 7.1 7.1 7.1 7.1 PM 7.2 7.2 7.4 7.5 7.6 7.8 7o9 7.9 7.9 7.9 7.1:1 7o6 ~ <.-Jro 7.9 6. 'l 7.4 liM 7.5 7.3 7.2 7.} 1.n 1.0 7o0 ~A% 6.9 6.9 1.0 7·1 I PM 7.2 7.5 7.f, 7.7 7.8 7.9 7o9 7.9 7.8 7.7 7.5 1-' i~ 1-' f.-11 7.,., 6.5 7.0 lit~ 7.3 7.1 7oo 6.8 6.7 6.6 6.6 -;c.\j) 6.5 6.5 6.5 6·6 PM ,.,.7 6.9 7.1 7.3 7.5 7.6 7.6 ;'6() 7.6 7.6 7.5 7o3 1--1? 7.9 ... 1 7.1 AM 7.1 7.0 6.9 6o7 6.6 6.5 6.4 6';'~ -z 6.3 6.3 6.5 6.7 PM 7.0 7.3 7.t; 7.7 7.A 7.9 7o9 1..8. v 7.1 7.6 7.4 7o2 '--11 R.f> <;.Q 7.1 ~~~~ 7.0 6.8 .6.6 6.4 6.3 F>.l 6.0 s.~ r 5.9 5.9 6.1 6.3 PM 6.7 7.1 7.3 7.7 8.o Bo3 A.S 8.1? ~\ 8.6 8.3 a.o 1·1 f-14 1 n .• ro (,.1 A.O AM 7.4 1.2 6.q ~'>.A 6.6 1'>.4 ,,. 3 6o \f· 6.3 6.5 6.9 7o3 Pt~ 7.9 8.3 a.q 9o3 9.b 9.9 1o.o 10.0~ s 9o8 9.5 9o2 9o0 6-J<; '1.7 '5.A o.A AM Ro6 8o4 8ol 7.9 7.7 7.5 7o3 7.1~~7.0 6.8 6.7 6.6 PM 6.5 "·4 6.4 6.3 6.2 6.2 6.1 '0 5.9 5.8 SoB 6.0 'tz. ij}oO ,.,_,,., "·" 5. 1 c;.3 AI~ c;.6 5.5 5.4 5.4 5.3 5.3 5.2 5.2 5.1 5.1 Sol Sol PM 5.1 Sol 5.1 Sol 5.1 5.2 s.3 5.4 5o4 S.4 5.5 5oS F.-17 q .1 c; • I F..2 M-1 s.,. S.4 5.3 5.1 5.2 5.2 So2 Sol 5.1 5.1 5.1 5o2 P"' <;.4 s.7 6.1 6.5 7.0 7.4 7.8 a.o 8.1 8.1 8.1 7o9 F.-I'~ "·1 F,.c; 7.4 1\M 7.7 7.S 7.1 7oo 6.8 6.6 6.5 6.5 6.5 6.6 6.9 7o1 PM 7.4 7.8 A.n 1:1.2 B.J Ae3 8•2 8.1 7.9 7.8 7.6 7oS f>-19 I ro. I (),<; A.l liM 7.2 7.1 7.n 6.9 6.1! 6.7 6.6 6.5 6.5 6.S 6.8 7.3 PM 7.9 8.3 B.A 9.? 9.4 9.9 lOo1 10.1 9.9 9.7 9.5 9o3 b-?fl q• I A.?. 7.3 AM 9.0 a.a A.(, R.4 B.;> a.o 7.8 7.6 7.4 7o3 7.1 7·0 p:~ 6.9 6.8 6.7 6.7 6.7 6.7 6o6 6.6 6.5 6.4 6o3 6.2 1,-i:'l n.? 'l•,., F..7 liM 6.0 5.9 so~ 5.7 5.7 s.7 s.o 5.6 5.7 5.9 6.1 6.5 PM 6.8 7.0 7.? 7.5 7.7 7.9 e.1 8.2 1:1.2 l:loO 7.8 7.6 F,-?.? 'lo I I,., .. 7.6 AM 7.4 7.2 7.o 6.B 6.7 6.5 6o4 6.4 6.4 6oS 6o7 7o0 PM 7.4 7.8 9.? 8.fl 8.9 9.1 9ol 9.1 9.0 a.e 8.6 8o3 f.-?1 I').~ f,. f) r>.n 11M a.o 7.1 7.4 7.1 6.9 6.7 6.6 6.6 6.6 6.6 6.8 7.0 PM 7.4 7.8 8.3 8o7 9.1 q.4 9.6 9.6 9.6 9.5 9.2 8o9 6-?4 1". I (,.9 '1.4 AM 11.4 8.1 7.A 7.5 7.2 7.0 6.9 6.9 6.9 7.1 7.4 7o8 PM 8.2 8.6 9.n 9.4 9.7 9.9 1o.1 10.1 lo.o 9,9 9.6 9o3 6-;><> ,., . '• 7.? ---e,.1 AM A.9 1:1.5 e.2 7.9 7.7 7.5 1·3 7o2 7.2 J.2 7.4 7.6 ·~ -~ . !J::' I ...... N I <;2'l?'•nn lt'JITfD <;TATES DEPARTMENT OF THE INTERIOR • GEOLOGICAL SURVEY • wATER RESOURCES DIVISION PRIMARY COMPUTATIONS OF" QUALITY Of WATER DIGITAL MONITOR RECORDS DATA PROCESSED 11•03·82 DIS\. ' RT NO 01 TEST DlFf 11i·, I"' Hill T H! A H ~m T ALKffTI\IA AK WATFR TE~P (OEG f) PARAMETER CODE 00010 STORE STATISTICS 00001t00002t PROVTSTO~AL DATA FOR ~ATER YEAR ENDING SEPT. 30t 1982 VALUES AT INDICATED HOURS s l'lATF 1 1A ~ MIN '-IF AN 2 3 4 5 6 1 8 9 10 11 12 PM 7o9 8.2 a.s 8.8 9.1 9.2 9.3 9o4 9.4 9o2 9.0 8.8 1,--:>(., Aol-. 7.1 7oA AM 8.5 8.4 e.o 7.8 7.6 7o4 7o3 7o2 7.1 7.1 7o1 7o3 PM 7.4 7.6 7,9 a.o 8.2 8.2 Ao2 8.2 8.2 8.1 7.9 7.8 f-.-?1 7.,., 6.n 7.0 AM 7.5 7.4 7.2 7.1 6,9 6.8 6.7 6o6 6.6 6,6 6.6 6o7 PM 6.9 7.0 7,) 1.?. 7.3 7.3 7o3 7o3 7.2 7o1 7.1 7o0 f-.-;>A 1.? bo] ,.,.8 AM 6.9 6.8 6,7 6,6 6.5 6.4 6o3 6o3 6.3 6.3 6oS 7o0 PM 6.8 6.9 7,n 7.0 7.1 7.1 7.1 7.2 7.2 7.1 6.9 6o8 f-.-?'l f..(, So'i '5o9* AM 6.5 6.3 6.? 6o1 6.0 s.8 5.7 So6 s.s s.s So6 So8 PM boO PfRion 1 0. 1 S.l NOTF,-SYMP0LS USEO AROVF HAVE T~E FOLLOWING MEANINGS A -SltCf':FSSTVF RFCORnFO PU'~CU REAr>INGS niFFER BY MORE THAN THE SPECIFIED ALLOWABLE TEST DifFERENCE f1 -O•,fF OP MOR€ H 1PUT VALUE IS OUTSIDE THE RA~GE OF THE CONVERSION TARLE FOR THAT ITEM " -.1)1\ TL Y SlJ~MI\IIY IS FOR AN INCOMPLETE OAY ~ -lJMTT VALUES AECORn WRITTEN SHIFT PRORATED FRO~ •1.80 ON 6-03 TO -3.80 ON 6-29 SHIFT PRORATED FRO"' -3.80 ON 6-29 TO -3.70 ON 7-26 SHIFT PRORATED FROM -3.70 ON 7-26 TO -3.70 ON 8-27 SHIFT PRORATED fROM -3.70 otJ 8-27 TO -4.00 ON 9•10 SHIFT PRORATED FROM -4.00 ON 9-10 TO -4.10 ON 9-27 SHIFT PRORATED FROM -4.10 ON 9-27 TO -4.10 ON 10-14 lJIJITI""f) STATES DFPARTMF.:NT OF THE INTERioR -GEOLOGICAL SURVEY -WATFR RESOURCES DIVISION DIS\ PRIMARY COHPIJT AT 1 ONS OF Ill tAL I TY OF WATER OTt; I TAL MONITOR RECORDS IS?'I<''•no OATA PROCFSSEO 11-03-82 RT NO 01 TEST DIFF lv, CHill TT~J~ R NR T 1\LKEF.:TNI\ AK "'~ TF"P TEI.1P IDEr. Cl PARAMETER CODE 00010 STORE STATISTICS 0000l,00002t PROVJSTO'IIAL OATil I"" OR WATER YEAR fNI'lJNG SEPT, 30, 198?. VALUE<; AT INDICATED HOURS 5 P a TF I~ AX M r·~ MFAN 2 3 4 s 6 7 8 9 10 11 12 1\-?9 1,n ... 2 lioA* liM PM 6.2 6,3 6,S 6,9 6.9 7.0 7.0 7.0 7.0 6.9 6·7 li-]'1 f,. 7 s.A 11.1) AM b,b 6.4 6,;> bel 6.0 s.9 s.8 s.7 s.7 s.6 s.6 s.7 PM S.F.I 6.0 6.? 6,3 6,4 b.4 6.4 6.3 6.2 6.1 S.9 s.8 7-111 <;.9 '•. ') <;.4 AM s.7 s.6 5.5 So4 S.3 5.2 Sol SoO SoO 4,9 s.o Sol PM 5.2 So3 So4 5oS S.6 5.7 s.a s.s So8 s.7 5,6 s.s 7-0? lioll 4o11 c;o) AM s.s 5.4 So) So?. S.l 4.9 4.9 4.8 4.8 4.8 4.8 4.9 P'-1 s.o Sol So?. SoS s.7 s.7 s.9 s.9 6oO 6.0 6.0 6o0 1-n1 7ol '•. 9 s.a AM 5.8 5o7 5,1\ S.4 S.J Sol s.o 4.9 4.9 4.9 s.o s.1 PM 5.4 5.6 5,9 6.} 6.4 6.6 6·9 7.0 7.0 7.0 7.1 6.9 7-~4 7.1 s.s li. '• AM boB 1\,6 6,4 6o2 6.0 5,9 s.7 S.6 s.s 5.S s.s 5o7 PM S.9 6,1 6,4 6o6 6.8 7.0 7.1 7.2 7.3 7.2 7.1 6o9 7-oc:; 7.? 5o6 l\o4 AM r,,A 6.6 6.4 6o3 6.1 6.0 So9 5.7 s·. 1 5.6 S.6 s.7 ~ PM 5,9 6,1 6,) 6,5 6o8 7.0 7.1 7.2 7.2 7.2 7.1 6o9 I 1-' 7-0f. 1\oP 5.S '-ol AM f.o1 6o6 6.4 6.2 6o I 5,9 s.8 s.7 S.6 s.6 s.5 s.6 w PM 5.7 S.9 6,n 6. 1 6,2 6.3 6.4 6.5 6,S 6,5 6oS 6.5 7-1)7 1o., Sol e-.3 At~ 6.3 6.2 6,o s.A 5.7 So5 5·3 5.3 S,3 5.3 5,4 5.6 PM s.e 6.1 6,4 6,7 7.0 7.2 7.S 7.6 7.6 7,6 7.6 7oS 7-nR 7,4 ':>.? F-.7 liM 7.4 7.2 7,o 6,A 6.7 6oS 6.4 6,3 6.2 6.2 6.2 6o3 PM (),4 6,6 6,7 6,1! 6,A 6.9 6.9 6.9 6.8 6.8 6.7 6.6 7-0'> "'·" s •. , 1\,1) AM 6.5 6.4 6,3 6.2 6.2 6.1 6.0 G.9 •. v~~~-~FJl~ s.8 s.7 5,7 PM 5.7 5,7 S,A 5o9 5.9 6.0 t·;or,,n:;t lb·'-'-.6~.ti0~1 6.1 6.1 6ol 7-111 1,,) c;. '• c;.6 AM 6ol 6.1 6,1 6oO 5o9 So A 5o6<; l;:;~o7fl) h~ .. &-' . 5.6 s.s s.s PM 5.4 5.4 So4 So4 So4 So4 5.4.\J,JI • .4 So4 So4 S.4 So4 7-11 r.:;.4 5o'l S,?. liM <;,4 So4 So4 So4 So3 s.3 5.2 So2 5o2 5,2 Sol Sol PII s.l Sol Sol s.o s.o Sol Sol So2 So2 So2 s.3 So3 7-17 ~o1 4o<l o:;.o 11M 5.3 So3 So) 5.3 So2 So2 So2 Sol S.l Sol s.o SoO PM SoO SoO 4o9 4o9 4o9 4.9 4o9 4o9 4o9 4o9 4o9 4.9 7-J) r:; o I '•.,; 4o7 AM 4.A 4.8 4 0 A 4oll 4o7 4o7 4o7 4.6 4.6 4o6 4.6 4o6 Pl·l 4o6 4o6 4,(, 4oft 4o7 4o9 4o8 4o9 s.o s.o s.o Sol 7-14 c;,) 4.(, "ioO AM Sol Sol 5.1 5 ol Sol 5 ol Sol s.o SoO 4o9 4o9 4o9 PM 4o9 4.9 4,Q 4,9 4,9 4o9 4o9 . 4o9 s.o SoO SoO Sol 7-)'i c;o? So 1 c;.) AM o:;,z So2 So? So2 5o2 So2 5.2 s.2 So2 So2 Sol Sol PM Sol s.I '>ol S,J 5.1 Sol Sol Sol !::lol Sol Sol Sol 7-11, c;. t '• 0 9 <;,O AM 5.1 5o1 '>ol 5o) Sol 5ol Sol Soli SoO SoO 4,9 4o9 PM 4.9 4,9 4o9 4o9 4o9 4o9 4o9 4o9 4o9 4o9 4o9 s.o 7-17 5.1 '•. •-l b,. Q liM SoO SoO s.o s.o SoO SoO SoO 4o9 4o9 4o9 4.9 4o9 pr~ 4.8 4o8 4,A 4 0 A 4o9 4o9 4o9 SoO SoO Sol s.1 Sol 7-JR r; •] 5,1) <;,) AM '5ol Sol 5o) Sol Sol Sol Sol Sol Sol Sol Sol Sol PM s.o SoO Son s.o SoO SoO s.o s.o SoO s.o SoO SoO 7-Jo C). 1 4.: <;oO AM SoO SoO SoO SoO SoO SoO s.o 4o9 4.9 4.9 4o9 4o9 PM 4o9 4.9 4,9 4o9 4o9 4o9 4o9 4.9 SoO SoO s.J Sol 7-?.1' r; • "1 r,. 1 'io? 11M So2 5o2 5,;> Soi?. Soi' 5o2 5o2 So2 So2 So2 5o2 So2 PM So2 So2 S,2 So? S,2 So2 So2 So2 So2 5,3 So3 S.3 UN!TFD STATES OEPARTME~T OF THE INTERIOR -GEOLOGICAL SURVEY • WATER RESOURCES DIVISION DISl PRIMARY CO~PUTATIONS OF OUALITY Of WATER DIGITAL MONITOR RECORDS J<;?'l?400 OATA pROCESSED 11-03•82 RT NO 01 TEST DIFF 10 f;Hill TP.I!I R ~IR T •\LKFF.:T~IA AK W~TFR Tfi.1P lnEG Cl PARAHfTER CODE 00010 STORE STATISTICS 0000 lt 00002, PR('IV(St0'·1AL flAT A FOR WATER YEAR E~DING SEPTo 30, 19A2 VALUES AT INDICATED HOURS c; f1~TF HAll HHi MEAN 2 3 4 5 6 7 8 9 10 11 12 7-21 "·4 5.2 5.4 AM 5.4 5.4 5.4 5.4 5.4 5o4 So4 So4 5.4 5.4 5.4 So4 PM 5.4 So4 5.4 5.4 S.4 5.3 Sol s.J s.3 5.3 5.3 So2 7-;>? "·? 4. ~~ c;.o AM 5.2 5.2 5.? s.z So1 Sol Sol Sol Sol SoO SoO s.o PM s.o s.o 4oq 4.9 4o9 4o9 4o9 4.9 4o9 4.8 4o8 4o8 7-;;>) 4.'1 4.~ 4.7 AM 4o8 4.8 4.11 4.8 4.8 4.7 4o7 4o7 4o7 4o7 4o7 4o7 PM 4o6 4.6 4oft 4.6 4o6 4o6 4•2 4o6 4o6 4.6 4o6 4o6 7-i!4 4.1'> 4.f 4.6 AM 4.6 4.6 4.t-. 4.f> 4.6 4.6 4!_ ?oL//"4.~6 4.6 4.6 4.6 4o6 PM 4.6 4.6 4., 4.6 4.6 4o6 It~~'.(• _~4;~ 4.6 4.6 4o6 4o6 7-;>c; ~.4 4.5 '5.1 AM 4.6 4.6 4., 4.6 4.6 4o6 4• '-'J£:Ct·~ ~l.. i?/iJ/ 4.6 4oS 4o5 PM 4.5 4.5··,-4.5 4o8 6.1 11.3 6.4 -~o r.' ~RD 6.4 6.2 6o2 ·£~1-. t!J' 7-?.f., ,.c; 5.9 Ft.o• AM 6.1 6.1 6.1 6.0 6o0 6.0 5o9 5.9 '•'rf/011( · s.9 5.9 6o0 PH 6.1 6.4 PfR !Of) 7., 4.5 NOTf.-SYM•10L'5 ·JSFD M~OVF HAVE' THE FOLLO\~ING MEANINGS ~ A -SllCCf"i<iJVE RF('0Rf)f0 P\JNCH RFAIHNGS DIFfER BY !~ORE THAN THE SPECIFIED ALLOWABLE TEST DIFFERENCE I I-' ~~ -tJ~•F: OR r~ORF: TI\IPUT VALlJF: IS OUTSIDE THE RANGE OF THE CONVERSION TABLE FOR THAT ITEM ~ 41 -!Hil.Y SUMMAJJY IS FOR AN INCOMPLETE DAY l -\JN IT V fiLLIES RFCORf'\ WRITTEN Sl-iiFT PRORATED FROM -1oRO ON 6-03 TO -3.80 ON 6-29 SHIFT PRORATED FROM -3.80 ON 6-29 Til -3.70 ON 7•26 SHIFT PRORATED FROt~ -3.70 ON 7-26 TO -3.70 ON 8-27 SHIFT PRORATED FROM' -3.70 ON 8-27 TO -4.00 ON 9·10 SHIFT PRORATED FRO~ -4.00 ON 9-10 TO -4.10 ON 9-27 SHIFT PRORATED FROM -4ol0 ON 9-27 TO -4.10 ON 10-14 ll~JTTfO STATES OEPARHIENT Of THE INTERtoR -GEOLOGICAL SURVEY -WATER RESOURCES DIVISION DIST PRIMARY COMPUTATIONS Of QIIALITY OF WATER DIGITAL MONITOR RECORDS 1 "ic"12 1•00 OATA PROCESSED 11-03-82 RT NO 01 TEST DIF"f 10 CHill [TI.:I\ I; IIR TIIIKf[Pll\ IlK 1•/ATFfl Tf'IP IDEG Cl PARAMfTER CODE 00010 STORE STATISTICS 00001r00002t PPOVTSI0\1\L ni\U fOR w 1\TF:I~ YEAR ENDING SEPT. lOt 1982 VALUES Ill INDICATED I~OURS c; DIITF' I~ A X ~~I~~ MEAN 2 1 4 '5 6 7 8 9 10 11 12 7-?A .... 9 "·4 ~.A* AM PM 6.11 6.8 6.9 6.9 6.9 6.8 6.7 6.5 6o4 7-">7 7.<, c:;.l) .... <; AM 6.3 6·2 6.1 6.0 s.A 5.7 5.1 5.6 5.6 5.6 5.6 5.8 PM 6.0 6.3 6.7 7.0 7.2 7.4 7.6 7ob 7.6 7.4 7.2 1·0 7-:>A 7 .... o::;.Fl "'·6 liM ,c,.A 6.6 6.F. 6.4 6o2 6o1 s.9 s.9 5.8 5.a 5.8 6o0 PM ~.3 6.6 7.o 7.2 7.4 7.6 7.6 7.5 7.3 7.2 7.1 7.0 7-;;>'l f..Q r;.~ 1'..3 liM 6.8 6.7 6.~ 6.4 6.3 6.2 6o0 5o9 5.8 5.8 5.8 5o9 PM 6.1 6.3 6.4 6.5 h.6 F,.6 ho1 6.7 6.6 6.5 6.3 6o1 7-10 1\e"i s.o::; 1\.0 liM 6.0 5.9 s.A s.A 5.7 5.7 5.6 P~f:'""ttSIO ~15 5.6 5.6 s.7 PM c:;.9 6.1 6.3 6.4 6.4 hoJ 6o3 S~~~'£CT" !i REC~Jts 6.4 6o3 1-n P.c:; c:;.7 1\.8 AM 6.1 5.9 5.9 5.1l 5.7 5.7 5.1 6.0 6.6 PM fleA 7.3 7.A 8.2 e.s 8.5 a.J 8. 2 f~ REV/~UJN 7.4 7o2 ::x:-'1-0) 'l.J 5.6 7.3 M1 7.0 6.8 6.6 6.4 6.1 5.9 s.7 5o6 5.6 5.9 6.2 6.7 , PH 7.3 7.8 B.? 8.7 9.0 9.2 9o3 9.1 8.6 8.2 7.8 7.5 1-' 1'1-n;> 'l.4 5 .... 7.4 liM 7.2 he9 6.7 6.4 6ol 5.9 5.7 s.6 5.6 5.9 6.2 6.7 U1 PM 1.2 7.7 a.2 A.6 9.0 9.3 9o4 9o3 8.9 8.5 a.o 7·6 "-01 q.n s ,-7.1 II'~ 1.2 6o9 fl.~ 6.3 6.0 s.8 5.6 5.5 5.5 5.6 5.9 6·3 . , PM 6.q 7.3 7.A 8.3 8.7 8.9 9o0 8.9 8.7 8.4 7.9 7oS A-n4 7.:1 c;.s F-.2* 11M 7.1 6.8 6.5 6.2 6.0 5.8 5.6 5.5 PM PrK Ill I) Q.t. 5.'> ~·nrc.-sv••nnLs ~Fn 11q0v~ HAVF THE fOLLOWING MEANINGS A -SIIC(TSSIVE RFCORnFO PlJt\ICH f~EAOINGS DIFFER IJY MOPI: THAN HIE SPECIFIED ALLOWABLE TEST DIFFERENCE R -0'1f OR ~•ORF HIPUT V IILIJF IS OUTSIDE THE RIINGE OF THE CONVERSION TARLE FOR THAT ITEM .. -n11 IL Y SlJMMAIIY IS FOR AN I NC014PLETE DAY 'l' -lJtiiT VALUES RFCOR(l ~IRITTEN SHifT PRORATED FROM -1.80 ON 6-0J 10 -3.80 ON 6•29 SHIFT PRORATED FR()M -3.1)0 ()N 6-29 TO -3.70 ON 7-26 SHIFT PRORATED FR0"1 -3.70 ON 7-26 TO -3.70 ON 8-27 SHIFT PRORATED FROr~ -3.71l ON 8-27 T0 -4.00 ON 9-10 SHIFT PRORATED FROM -4.00 01,1 9-10 TO -4.10 ON 9-27 SHifT PRORATED F"R0~1 -4.10 ON 9-27 Tn -4.10 ON 10-14 lHITFO qTATES OEPARTUFNT OF THE INTERIOR -GEOLOGICAL SURVEY • WATER RESOUHCES DIVISION DJSl PRI"1ARY COMPUTATIONS OF OlJALITY OF WATER DIGITAL MONITOR RECORDS !S?<l?'•no DATA pHOCESSEO ll-113•82 RT NO 01 TEST DIFf 10 f:HUI. J T•JA R "'P TALKEETNA AK W~TFP Tf"1P IOEG l':l PARAHFTER COUE 00010 STORE STATISTICS 00001t00002t PROVISJO'JAL DATA FOR WATER YEAR ENOING SEPT. 30, 19A2 VALUES AT INDICATED HOURS c; f"\Hf' MAX ~41N "1fAN 2 1 4 5 6 1 8 9 10 11 12 <)-10 "·" 5.2 So4* AM PM So6 So6 5.4 5.3 So2 9-11 s.1 4.4 4.6 AM s.o 4o9 4o7 4oA 4o6 4o5 4.5 4o4 4o4 4o4 4.4 4o4 Pt~ 4o4 4o4 4of. 4.7 4ofl 4o8 4ob 4o8 4o8 4o7 4o6 4o5 'l-1? c;.] 4.1 4.7 AM 4ol 4.5 4o8 Sol 5o3 So3 So3 Sol 5o2 Sol 5o0 4o8 PM 4.7 4.7 4.6 4o6 4.5 4.5 4o4 4o3 4.3 4o3 4.3 4o2 'l-13 4.7 4o? 4o6 AM 4.2 4o2 4.3 4.5 4.6 4o6 4o6 4o7 4o7 4o7 4.7 4o7 PM 4o7 4ol··• 4o7 4.7 4o7 4.7 4o7 4o7 4.7 4.7 4o7 4o7 9-14 Sol , .. 7 4o9 AM 4o7 4.7 4.1:1 4.8 4o9 SoO s.o SoO s.o s.o s.o s.o PM s.o s.o 4.9 4.9 4o9 4o9 4o9 4o9 4.9 4.9 s.o Sol 9-j<; lio1 So3 F.oO AM 5.4 5.7 5.9 6.1 6o2 6.3 6.3 6.3 6.3 6o3 6o3 6o] PM 6.3 6o2 6ol 6o0 So9 5.9 5o7 . 5.6 5o6 5.5 s.s So5 f"l 5.7 6o1 6ol _•\01lJ:-I•)r, • 5o3 '1-1" "·? 4.1 c;.2 AM 5.6 s.A 5.9 6.2 ..,., , !5.8L.J.,1 r5.-~.. .. 5.5 Sol :x::-PM 5oo 5o0 4.9 4o8 4o6 4o6 4o5 ... •r:'.i;~lt.l r-,-~4~Y:l.'()Jt~•i 4o2 4ol I 1-' 9-17 4 • I ].7 1o9 AM 4o1 4o1 4.} 4ol 4o1 4ol 4ol 4ol · · 4o f. ~1/C·•.··,'ttO 4o0 3o9 0'1 PM 3.9 3.9 Joq 3oA 3.8 3o8 3o1 3.7 3.7 -··· ·3.7 3o8 3o9 9-lA '•. 4 ].7 4ol AM 4o1 4.2 4.3 4.4 4o4 4.4 4o4 4o4 4.4 4.3 4.2 4ol PM 4o0 3o9 3o9 3ofl 3.8 3.8 3.7 3o1 3o7 3.8 3.9 3o9 9-)9 4.? 1.9 4.2 AM 4.0 4.1 4.) 4.2 4.2 4o2 4o2 4.2 4.2 4.2 4o2 4o2 PM 4o2 4o2 4o'i' 4o?. 4.?. 4o2 4ol 4o1 4o1 4ol 4o1 4o1 CJ-;>1) , .. , 1.11 '•. (1 AM 4ol 4.1 4.2 4.3 4o3 4.3 4o3 4o) 4.3 4.2 4o1 4o1 PM 4o0 4o0 4.0 3.9 3o9 JoB 3o8 3.8 3.8 3.8 3od 3o9 9-21 '•.? l.r:; 1o9 AM 3.9 4o0 4o1 4.1 4o2 4o2 4o2 4o2 4.2 4.1 4o0 4o0 PM 3oA 3o8 3.7 3o7 3.£, 3o6 ]oS 3o5 3.5 3o5 ]o5 3o5 9-~? 4.1-2.~ 3.6 AM 3o6 3.8 4o1 4.1 4.2 4o3 4o3 4o3 4.0 3o9 JoB 3o7 PM 3.5 3o4 3o4 3o3 3.2 JoO 2o9 2.6 2o9 3.1 3o5 3o8 Q-?3 4o4 2. I 3o) AH 4o1 4.3 4.4 4.4 4o4 4o1 3o9 3o1 3o4 3.2 3o0 2o9 PM 2.7 2o6 2o5 2o3 2.2 2o1 2o1 2o1 2.3 2o5 2o8 3o0 9-?'• 3 ... 2.4 3o0 AM 3.2 3.4 J.o; 3.6 3o6 J.o 3.4 3o3 3o2 J.o 3.0 2o9 PM 2o8 2o1 2.6 2o5 2.4 2.4 2o4 2o5 2.7 J.o 3o2 Jo3 CJ-~c; 4.n 3 ol+ 3.6 AM 1.5 3.6 3o7 3.1:1 loA JoB JoB 3o8 3.7 3o7 3o6 ]o6 PM 3.5 3.5 3.5 3o5 3o5 3o5 3.5 3.6 3.6 3o7 3.9 4.0 'l-?l'o 4.1 4.0 4o1* AM 4.0 4o1 4ol 4.1 4o1 4.1 4ol 4o0 4.0 4o0 PM PF.:RJnn 6.1 2.} ~JOTE .-<;vt-•nnLs .ISE'D AHOVF HAVE THE fOLLOWING MEANINGS ~ -StJr;rFSSIVE P.Fr;ORnFO PUt-.JCH Rf.AOINGS OiffER BY MORE THAN THE SPECIFIED ALLOwABLE TEST Dif"fERENCt:: ~ -Qllf oq MORF: T ~IPlJT VALliF.: IS OUTSIDE ·THE RANGE OF THE CONVERSION TAALE FOR THAT ITEM .. -D~ILY SIIHMt.f!Y IS FOR AN INCOMPLETE DAY 1 -W-J[T VALUES PFCOR() •4RITTEN SHifT PRORATED FROM •1oA0 ON 6•03 TO -3.60 ON 6•29 SHifT PRORATED FROM -3o80 ON 6-29 TO -3.70 ON 7-26 <; 1 S29?'t'lo1 U HTfD STATE'S OfPARTMENT OF THE INTERIOR -GEOLOGICAL SURVEY -WATER RESOUHCES DIVISION PRIMARY COMPUTATIOt-lS OF QliALITY Of WATER DJGITAL MONITOR RECORDS nATA pROCESSED 11-03-82 RT NO 01 DIST TEST Dlff 10 Cf-llll TT~II\ R ;·IR TM.KfETN~ AK W~TFR TFYP (OEB ~~ PARAMETER CODE 00010 STORE STATISTICS 00001t00002t PROVJSIO'IAL tH T A FOR WIITEJ~ YEAR ENDING SEPT. 30t 19A2 VALUES AT INDICATED HOURS nqf t~/1 '( MTN MEAN 2 1 4 5 6 7 8 9 10 11 12 SHifT PRORATED FROM -3.70 ON 7-26 TO -3.70 ON 8-27 SHifT PRORATED FROM -3.70 ON 8-27 Tn -4.oo ON 9-10 SHIFT PRORATED fROM -4.00 ON 9-10 TO -4.10 ON 9-27 SHifT PRORATED fRO~I -4.10 ON 9-27 TO -4.10 ON 10-14 :t" I 1-' en )t;;?Q?.400 1J IJTI'"O STATES DEPARTMENT Of THE INTERTOR -GEOLOGICAL SIIPVEY -WATER RESOURCES DIVISION PRIMI\RY COMPUTATIONS OF QUALITY Of WATER DIGITAL MONITOR RECORDS DATA pROCESSED 11-05·82 RT NO 01 TEST DlfF • t.HIII IT'IA P elf! T 1\LKFEPIA l\K WI\TFR Tf~P IOEG t.l PARAMETER CODE 00010 STORE STATISTICS 00001,00002, PPnVTSIO~AL OAT~ FOR ~ATER YEAR ENDING SEPTo 30, 19A? VALUES AT INDICATED HOURS s fH TF" 111\X "'J ~~ "!FAN 2 l 4 5 6 7 6 9 10 11 12 <1-?.7 4,Q 4,1) 4.6* AM PM 4o0 • 4ol 4,4 4o8 4.9 4o9 4o9 4.9 4.8 4.6 4.4 4ol 'I-?.'~ '• • n ?.A J,O AM 3.9 3.7 3.5 3.3 3.1 3o0 2·9 2.7 2.7 2.6 2.6 2·6 PM ~.7 2.a 2.9 3,0 3.2 3o1 Jo1 3.1 3.1 3.1 3.1 3.1 Q.:>q 4,1 3. I 1.6 AM 1.1 3ol 3,1 3.1 3.1 3o1 3o1 3.1 3.1 3.1 3.1 3o2 PM ],4 3.6 J,A 4.1 4.2 4,3 4oJ 4,3 4.3 4.3 4,2 4ol 9-ln 4.7 J.H '•. 2 AM 4.1 4.0 4,(1 4.0 3.9 3o9 3·9 3,8 3.8 J,A 3.8 3o'l PM 4.0 4.2 4.3 4.4 4.6 4.6 4o7 4.7 4.7 4.6 4.5 4o4 PF.Iq I""' 4.~ 2.6 RECORDER CLOCI< RUNNING loS MINUTES PER DAY SLOW, RECORD ADJUSTED. •.orr:.-SYWH1LS IJ'5Fil AROVE HAVE THE fOLLOWING MEANINGS A -SIICC'~"SS I VE i(FCOROFD PUNCH RF AO INGS DIFFER BY MORE THAN THE SPECIFIED ALLOWABLE TEST DIFFERENCE q -O~JF OQ HOR(' T~IPUT VALUE IS OUTSIDE THE RANGE Of THE CONVERSION TARLE FOR THAT ITEM * -O~TL.Y SIJt·IM!\PY IS FOR AN INCOMPLETE DAY 'f -IJtJ IT VALIJF"S PFCORO WRITTEN S'-tlfT PRORATED fRm1 -1. ~0 ON 6•03 TO -3.Bo ON, 6-29 Sl-iiFT PRORATED FRO I~ -3.~0 ON 6-29 TO -3.70 ON 7-26 SHIFT PRORI\TED FfiQ:-t -3.70 ON 7-26 TO -3.7o ON 8-27 'SHIFT PRORIITED F~0-1 -3.70 ON 8-27 ro -4.00 ON 9-10 SHifT PRORATED FROM -4.00 ON 9-10 TO -4.lo ON 9-27 SHIFT PRORATED fROM -4.10 ON 9-27 T0 -4.10 01~ 10-14 u:~ I TFD ST.IITES OF"PARTMI:NT Of THE INTERIOR -GEOLOGICAL SIJRVEY -WATfR RESOURCES DIVISION DL PRT~ARY COMPUTATIONS Of QUALITY Of WATER DIGITAL MONITOR RECUkDS I '1?1?'•00 I') AT A PI~OCESSEO ll-n5-82 RT NO 01 TEST Dlff A Cl-'111 TTNll R f·ll< TAL'< FE Hill At< ~·~TFR TE"P WEG r;l PARAMF.:TER CODE 00010 STORE STAT.ISTICS oooot.oooo2, PI~OV J 5 IO'IAL Dill~ FnR WATER YEAR ENDING SEPTo Jo, Q~ VALUES AT INDICATED HOURS <; I)~ TF I·L'IX :~I·~ •1r M~ 2 3 4 5 6 7 8 . 9 10 11 12 1·1·:( l\'biUU;~:_ ht:,,_;t)j ~:., -) ·<fr:JI·"(T f() F?~~V;Si0~j 10-01 4.1 ).~ 1.9 AM 4.2 4ol 4.) 4.0 3.9 3o9 3otl 3o8 3.7 3.7 3o7 3o7 PM 3.8 3.8 3o9 4.0 4,} 4.1 4.1 4.1 4.0 3.8 3.7 3.6 I0-0? 1.11 2.7 1.2 11t~ 1.4 J.J 3.1 3.o 2.9 2.e 2.e 2o1 2.7 2.7 2.7 2.a PM 3.0 Jol 1.3 3.4 3.6 3.7 3o7 3o!l 3.8 3.6 3.5 3o4 10-01 1of1 ?on 1.1 AM 3.1 3o2 3,] 3.0 z.q 2o9 z.e 2o1 2.7 2o7 2.7 z.a P'-1 3.0 3.2 3o4 3o5 3.7 3.8 JoB 3.7 3.4 3.2 2o9 2o6 I0-04 2o4 0.9 loA AM 2o3 2.1 1. 9 loli 1.4 }. 3 1. 1 1.0 0.9 Oo9 1o4 loS PM 1.7 1o8·c 2.(1 2.2 2.4 z.4 2o4 2o4 2.3 2.1 1. 9 1·7 10-0"i 1 • "' o.c; 1. 0 AM lo4 1· 2 1. 1 Oo9 o.H oo7 oo6 o.s o.s u.s o.8 lo2 PM 1.3 lo3 1. 3 1.5 1. s 1.5 1o4 lo 3 1 • 1 Oo9 OoB o.6 1o-n~ n,9 o.o n.s .1\M o.s Oo3 0.? o.o o.o OoO o.o o.o o.o o.o o.J o.s !1:-PM o.1 o.7 O,fl 0.9 0.9 Oo9 Oo9 Oo9 o.a Oo8 o.1 o.6 I )0-07 "·"' o.? n.4 A"' o.s o.s 0,4 0.4 Oo4 Oo4 o.3 o.J 0.3 o.3 0.2 o.2 ...... PM o.2 o.z o.? o.3 Oo4 Oo6 o.s· o.s 0.6 Oo6 o.6 Oo6 (.0 Jo-oq lo"i o.<; n.9 AM 0.6 o.6 O,li 0.'5 o.s o.s o.s o.s o.s o.s o.s Oo6 PM o.a o.9 1. 1 1.3 1.4 1o 5 1·5 loS 1. 5 1.4 lo3 1. 1 )f'-09 ;>.n o.n 1. 3 AM }.0 Oo9 o.P 0.7 o.1 Oo6 Oo6 o.6 0.6 o.7 o.a Oo9 P'M 1. 1 1o 3 t.s J.A 1o9 2o0 2·0 2.0 2.0 2.0 2.0 }o9 to-to ),9 t.] 1.1) aM },9 1 0 8 1.7 1.7 },6 }. 6 lo 6 },5 1.4 1.3 1.3 lo3 PI~ 1.4 t.6 ·l 0 F. 1.6 }.7 loA l·tj }.!1 }.8 1.7 1.6 loS t 0-ll ),4 0,3 n,A AM 1.4 1. 3 1. 2 1. 1 1.0 1.0 o.9 o.B o.7 0,7 0.6 0.6 P'-1 o.6 Oo6 O,F. 0.6 0.6 Oo6 Oo6 Oo6 o.s Oo4 Oo4 o.3 ln-1? 0.9 o.o n.4 AM n.J o.2 0.?. o.o o.o o.o o.o o.o o.o o.z o.z o.3 PM o.4 o.4 0.4 o.s 0.6 o.6 o.6 o.7 o.8 o.a oo9 o.B ln-13 o.<. non non at~ o.s Oo3 Oo) Oo? o.o OoO OoO o.o o.o OoO o.o o.o PM o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o tn-14 n.n o.n o.o* AM o.o o.o o.o n.o o.o o.o o.o o.o o.o o.o o.o o.o PM o.o o.o o.o P"RTnn 4,1 o.o RECORDER CLUCK RUNNING 1.8 MINUTES PER DAY SLOW. RECORO ADJUSTED. "'OTE o-S y~•rH)L <; :ISfi'J llftOJF fiiiVf THF. fOLLOWING MEANINGS ~ -<;ltr.rFS'i lVF I?Fr0Rf'1F"f) PIINCfi REAniNGS DiffER BY MORE THAN THE SPECIF"TEO fiLLOWAHLE TEST DIFfERENCE :-? -O~;F nR MORr P!PlrT VtiLUE IS OlJT'iiOE THE RANGE Or THE CONVERSION TQRLf FOR Tfii\T ITEM .. -l'llllLY 'iUt"H'JY IS FOR 1\N INCOMPlfTE DAY 'l' -IWTT VALUES RFCORD WRITTEN SHifT PRORATED fROM -},flO ON 6-03 TO -3.8n or. 6-29 SHifT PRORATED fROM -3.1!0 014 6-29 TO -3.70 or~ 7-26 'lfHfT PRORATED fROM -3.70 otl 7-26 TO -3.70 0'1 8-27 SHifT PRORtiTEf) fROM -3.70 ON 8-27 TO -4.00 ON 9-10 SHifT PRORATED fROM -4.00 ON 9-lo TO -4.10 ON 9-27 SIHF"T PRORATED fROM -4.1 n ON 9-27 IO -4.10 ON 10•14 r16/t2 ATTACHMENT B U.S. GEOLOGICAL SURVEY PRELIMINARY WATER QUALITY DATA FROM GOLD CREEK (1982), SUNSHINE (1982), AND SUSITNA STATION (1982) W·-IITED STATES DEPARTMENT or INTERIOR -GEOLOGICAL SURVEY PROCESS DATE 10/13/82 15292000 -SUSITNA RIVER AT GOLD CREEK AK DISTRICT CODE 02 c. _(.\)· WATER QUALITY DATA• WATER YEAR OCTOBER 1981 TO SEPTEMBER 1982 .( "-\ <:'.· SAMPLE BARO-' t.\t •. ' . LOC-METRIC AGENCY SPE- (' ,.,r .. ' .· ATION, PRES-ANA-STREA"l-STREAM erne ,_·;·,(·''. CROSS SURE LVZING fLOW, STAGE TUR-CON-OXYGEN, STREAM SECTION TEMPER-(MM SAMPLE INSTAN-1fT BID-DUCT-DIS• TIME Wlf)TH (fT rM ATURE or cCOOE TANEOUS ABOVE lTV ANCE SOLVED 01\Tf ern L BANKI IDEG Cl HGI NUMBER I ICfSI DATUM I CNTUI IUMHOSI IMG/LI 100004) (000091 1000101 100025) I0002BI 1000611 1000651 (000761 1000951 I00300I JA"l 2n ••• 1545 .o 751 80020 .70 260 15o8 1.4AR n~ ••• 1230 .o 746 80020 15~0 .1o 14.2 OJ ••• 1520 -"' 3o ••• 1430 277 743 80020 1520 .10 Jn ••• 1431 182 .o 268 Jo ••• 1432 212 .o 265 14.0 3n ••• 1433 242 .o 266 MAY 27 ••• 1745 430 760 80020 29 27 ••• 1146 95.0 5.0 70 13o6 27 ••• 1747 165 5.1 70 13o8 27 ••• 1748 210 5.0 70 14o1 27 ••• 1749 255 s.o 70 14o4 t11 27 ••• 1750 330 5.0 70 14o7 1' r.:. JUL 0 1 ••• 1730 743 80020 10.39 180 f) 1 ••• 1731 120 10.2 112 llo8 n 1 ••• 1732 180 10.1 111 ))o8 f) 1 ••• 1733 230 . 9.9 lOB llo9 0 1 ••• 1734 280 9.9 107 12o0 nt ••• 1735 350 9.7 98 llo9 AUG 19 ••• ' 1615 80020 140 UNITED STATES DEPARTMENT Of INTERIOR • GEOLOGICAL SURVEY PROCESS DATE 10/13/82 15292000 • SUSITNA RIVER AT GOLD CREEK A~ DISTRICT CODE 02 WATER QUAL tTY DATA, WATER YEAR OCTOBER 1981 TO SEPTEMBER 1982 OXYGEN, NITRO• NITRO-NITRO• DIS• ALKA• NITRO• NITRO• GEN, GENo NITRO• GENoAM- SOLVED LINITY NITRo-GEN GEN, ORGANIC AMMONIA GENo MONIA • IPI:R• fiELD GEN, DIS· ORGANIC DIS• DIS• AMMONIA ORGANIC CENT PH PH IMG/L TOTAL SOLVED TOTAL SOLVED SOLVED TOTAL DIS. SATUR• LAB AS IMGIL IMG/L IMG/L IMG/L I"'G/L IMG/L IMG/L DATE ATIONI IUNJTSI I UN ITS I CAC031 AS Nl AS Nl AS Nl AS Nl AS Nl AS Nl " AS Nl 1003011 1004001 1004031 1004101 1006001 1006021 1006051 1006071 (006081 1006101 (006231 J~N 20 ••• 110 7.5 7.6 82 •44 o42 o18 o15 o090 .o8o ,24 MAR 03oo• q9 6,7 . 7,6 o47 o45 <o060 <o060 .25 03 ••• --3o ••• 7,4 78 •44 ,44 o21 ol9 o070 o060 .26 Jo ••• 7.8 30ooo 98 7,9 Jn.,. a.o MAY 27 ••• 7.0 25 o07 o48 ol20 ol30 ,60 27 ••• -107 8.o 27 ••• 109 e.o 27 ••• 111 e.o IJj 27 ••• 113 8,0 I 27 ••• 116 a.o N JUL 01ooo 8,0 38 ,37 ,60 olOO ,230 • 70 0 1 • 0. 107 7.7 o1 ••• 107 7.7 Olooo 108 7,7 0 1 0 0. 108 7.7 Olooo 108 7,5 AUG l9ooo 8,2 o31 o41 .090 ,090 .so UN ITf.O S h TES DEPARTMENT OF INTERIOR ~ GEOLOGICAL SURVEY PROCESS DATE 10/1J/8Z 15292000 ~ SUSITNA RIVER AT GOLD CREEK AK DISTRICT CODE 02 WATER QUALITY DATAt WATER YEAR OCTOBER 1981 TO SEPTEMBER 1982 NITRO-NITRO-NITRO~ PHOS-PHOS-CARBON, GEN,NH4 GEN 1 AM• NITRO• GENt PHATF.:, PHOS• PHORUS, CARBON, ORGANIC • ORG, MONJA • GEN 1 N02+NOJ OR THO, PHOS-PHORUSt OR THO, CARBON, ORGANIC sus- SUSPo ORr,ANIC N02+N03 DIS-DIS-PHORUSt DIS-DIS• ORGANIC DIS-PENDED TOTAL TOTAL TOTAL SOLVED SOLVEO TOTAL SOLVED SOLVED tOTAL SOLVED TOTAL IMG/l IM!";/l IMG/L IMG/l IMG/L IMG/L IMG/l IMG/L IMG/L IMG/L (MG/l OATE AS Nl AS Nl AS Nl AS Nl AS P041 AS PI AS PI AS PI AS Cl AS Cl AS Cl 1006241 100()251 I006JOI I006Jll 1006601 1006651 (006661 (00671' 1006801 1006811 (00689) .JAN 2n ••• .oz .26 o18 o18 •09 oOlO o010 .OJO 1o2 ~,IIR OJ ••• ,OJ o28 .19 o20 o06 o040 .040 o020 1 ol o~ ••• -..: Jo ••• .o1 o27 .17 ol8 o010 <oOlO 1o6 • 1 Jo ••• 30 ••• Jo ••• MAY ?1 ••• .oo o20 <o10 <o10 o090 o040 10 tJj 27 ••• I w 27 ••• 27 ••• 21 ••• 27 ••• Jill Olooo .oo o60 <o10 <o10 o06 o120 o040 o020 2o0 o4 o I •·•. 01ooo 01 ••• 0.1 ••• Olooo AUG 19 ••• .oo o40 <o10 <o10 o06 o2JO o040 .ozo 1.4 UNITED STATES DEPARTMENT OF INTERIOR • GEOLOGICAL SURVEY PROCESS DATE 10/13/82 15292000 .. SUSITNA RIVER AT GOLD CREEK AK DISTRICT CODE 02 WATER QUALITY DATA, ~ATER YEAR OCTOBER 1981 TO SEPTEMBER 1982 MAGNE• SODIUM POT AS• CHLO• fLUO• SILICA• HARD• CALCIUM SlUM, SODIUM, AD-SlUM, RIDE, SULFATE RIDE, DIS- NESS DIS• DIS• DIS· SORP. DIS• DIS• DIS• DIS• SOLVED (MG/L SOLVED SOLVED SOLVED' liON SOLVED SOLVED SOLVED SOLVED (MG/L AS CMG/L CMG/L (MG/L RATIO PERCENT CHG/L CMG/L CMG/L (HG/L AS DATE CAC031 AS CAl AS MGI AS NAI SODIUM AS Kl AS CLI AS 5041 AS fl 51021 1009001 (009151 1009251 (009301 1009311 (009321 (009351 (009401 (009451 1009501 1009551 JIIN zn ••• 120 39 4.6 }5 .6 22 2o1 24 17 o1 12 MAR 03 ••• 110 35 4.8 17 o7 25 2.2 31 15 .1 12 OJ ••• -~ Jn ••• 100 33 4.5 17 .a 26 2.2 27 13 .1 13 Jn ••• Jo ••• Jn ••• .. .. MIIY PJ 27 ••• 30 9.9 1.4 2.9 .2 16 1.2 4.3 <5,0 .1 4o6 I 27 ••• ""' 21 ••• ?1 ••• ?7 ••• ?.1 ••• JIJL (I) ••• 47 16 1o7 4.2 .3 16 1.5 4.7 9.0 <o1 5o4 0 1 ••• 0 1 ••• 01 ••• ot ••• nt ••• AUG 19 ••• 56 19 2o1 4.5 o3 14 1o'9 6.3 13 <o1 So4 UNITED ST-TES OEPART~ENT Or INTERIOR -GEOLOGICAL SURVEY PROCESS DATE 10/13/82 15292000 • SUSITNA RIVER AT GOLD CREEK AK DISTRICT CODE 02 WATER QUALITY OATAo WATER YEAR OCTOBER 1981 TO SEPTEMBER 1982 BARIU~, CADMIUM CHRO• ARSENIC sus-BARIUM, SUS• CADMIUM CHRO-MIUMo ARSENIC sus-BARIUM, PENOED TOTAL CADMIUM PEN OED TOTAL MIUM, TOTAL DIS-PENDED ARSENIC DIS• RECOV-REcov-DIS-RECOV• RECOV-DIS• RECOV• SOLVEn TOTAL TOTAL SOLVED ERABLE ERABLE SOLVED ERABLE ERABLE SOLVED ERABLE IUG/L IUG/l IUG/L llJG/L IUG/L IUG/L IUG/l IUG/L IUG/L IUG/L IUG/L nATI: AS ASI AS ASI AS ASI AS BAI AS BAI AS BAI AS COl AS COl AS COl AS CRI AS CRI 1010001 1010011 1010021 1010051 101006) 1010071 1010251 1010261 1010271 1010301 1010341 J8N ""··· MAR 03 ••• --03 ••• Jo ••• 2 0 2 60 40 100 <3 <1 <10 10 ,Jo ••• 10 ••• Jo ••• MAY IJj 27 ••• I 27 ••• U1 27 ••• 27 ••• 27 ••• ?7 ••• JUL 0 1 ••• 3 4 31 zoo 200 0 <10 20 o I o •• Olooo 0 1 ••• 01 ••• 0 1 ••• AUG 19 ••• ' UNITED STATES DEPARTMENT Of INTERIOR -GEOLOGICAL SURVEY PROCESS DATE 10/13/82 15292000 -SUSITNA RIVER AT GOLD CREEK AK DISTRICT CODE 02 WATER QUALITY OAT At WATER YEAR OCTOBER 1981 TO SEPTEMBER 1982 CORAL To COPPER, IRON, LEADt sus-COBALTt sus-COPPER, sus-IRON, sus- COEIALTt PENOED TOTAL COPPERt PENDEO TOTAL PENDED TOTAL IRON, LEADt PENDEO DIS-RECOV• ·RECOV• DIS• RECOV-RECOV· RECOV• RECOV-DIS• DIS• RECOV• SOLVED ERARLE ERABLE SOLVED ERABLE ERABLE ERABLE ERABLE SOLVED SOLVED ERABLE IUG/L (IJG/L IUG/L IIJG/L IUG/L IUG/L IUG/L IUG/L CUG/L IUG/L IUG/L DATE AS COl AS COl AS COl AS CUI AS CUI AS CUI AS fEI AS fEI AS fEI AS PBI AS PBI (010351 101036) (010371 101040) 101041) (010421 1010441 (010451 (010461 (010491 (010501 JAN 2o ••• fAAR 01 ••• -.. OJ ••• -"' Jo ••• 0 2 30 40 15 3 0 3o ••• Jn ••• Jo ••• M4Y tJj 27 ••• I 27 ••• 0'1 27 ••• ?.7 ••• ?.1 ••• 27 ••• JIJL 01 ••• <1 5 3 20 23 12000 12000 140 1 01 ••• n1 ••• n 1 ••• OJ ••• Oleo• AUG 19 ••• ... UNITED STATES DEPARTMENT or INTERIOR -GEOLOGICAL SURVEY PROCESS DATE 10/13/82 15292000 • SUSITN~ RIVER AT GOLD CREEK AK DISTRICT CODE 02 WATER QUALITY DATA• WATER YE~R OCTOBER 1981 TO SEPTEMBER 1982 MANGA• MANGA• NICKEL, ZINCt LEAn, NESEt NESE, MANGA• sus-NICKEL, SILVER, sus- TOTAL sus-TOTAL NESEt NICKEL, PENDED TOTAL SILVER, TOTAL ZINC, PENDED RECOV· PENDED RECOV• OIS-DIS• RECOV• RECOV-DIS• RECOV-DIS• RECOV- ERARLE RECOV, ERARLE SOLVED SOLVED ERABLE ERABLE SOLVED ERABLE SOLVED ERABLE CUG/L IUG/L IUG/L IIIG/L IUG/L IUG/L IUG/L IUG/L IUG/L IUG/L IUG/L OATf AS PRI AS MNI AS MNI AS MNI AS NJ) AS Nl I AS Nil AS AGI AS AGI AS ZNI AS ZNI 1010511 1010541 1010551 1010561 101065) 1010661 1010671 (010751 (010771 (010901 1010911 JAN zo ••• MIIR 03••• ... 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HARD• ,..ERCURY MENTo CifiC ALKA-NESS BICAR• CAR• PHOS-NITRO· MERCURY TOTAL SEOI-DIS-CON-UNITY NONCAR-BONATE BONATE PHORUS GFN, DIS-RECOV• MENT, CHARGE, DUCT• LAB BONATE IT•FLD IT-FLO TOTAL TOTAL SOLVED ERABLE sus-sus-ANCE CMG/L CMG/L CMG/L CMG/L (MG/L 1"'1G/L CUG/L CUG/L PENDEO PENOED LAB AS AS AS AS fl~Tf AS P04) AS N031 AS HGI AS HGI IMG/L) IT/DAY I CUMHOSI CACOJI CACOJI HCOJ) COJI 171886) C7IA871 C71A901 171900) 180154) (80155) (90095) (904101 (959021 (99440) (994451 ~I;R 0? ••• 3.2 7.2 222 74 22 APR oq.,. 2.6 232. 72 15 JIIN 03 ••• .31 3.1 82 28 s.o n),,, 03 ••• OJ,,, 03, •• 03 ••• Jlll nz ••• .15 s.a <,1 .2 119 44 a.o 48 .oo oz ••• tJj nz ••• I ...... 02 ••• ....... oz ••• nz ••• AUG 17 ••• 1.0 123 44 10 tJj I ..... 00 UNITED STATES DEPARTMENT OF INTERIOR -GEOLOGICAL SURVEY 15294345 -YENTNA R NR SUSITNA STATION AK WATER QUALITY DATAt WATER YEAR OCTOBER 1981 TO SEPTEMBER 19B2 n~TE Jt\N I? • • • 1 2 ••• 12 ••• APR TIME 1530 1531 1532 01... 1530 JUL 12 ••• 1? ••• 12 ••• 12 ••• 12 ••• 12 ••• AUG 11 ••• 11 ••• 11 ••• 11 ••• II. • • 11 ••• 1700 1701 1702 1703 1704 1705 1620 1621 1622 1623 1624 1625 STREAM WIDTH IFTI 1000041 1220 1250 SAMPLE LOC- ATION, CROSS SECTION IF'T FM L BANK) 1000091 120 1020 140 340 590 940 1190 140 390 640 940 1140 TEMPER- ATURE IOEG Cl 1000101 .o .o BARO- METRIC PRES- SURE IMM OF HGI 1000251 760 763 STREAM- FLOW, INSTAN- TANEOUS ICFSI 1000611 3840 42100 39BOO STREAM STAGE 1FT ABOVE DATUM I 1000651 12o08 PROCESS DATE 10/13/82 DISTRICT CODE 02 UNITEn STATES DEPARTMENT Or INTERIOR • GEOLOGICAL SURVEY 15294345 • YENTNA R NR SUSITNA STATION AK WATER QUALITY DATAt WATER YEAR OCTOBER 1981 TO SEPTEMBER 1982 OXYGP.h SEE> I- SPE• DIS-MENTt CiflC SOLVED SEDI• DIS- CON• OXYGEN, !PER• MENTt CHARGE• DUCT-DIS-CENT PH sus-sus- ANCE SOLVED SATUR• PENDED PENDED DATE (UMHOSI IMG/LI ATIONI I UN ITS I IMG/LI CT/DAYI (000951 (003001 (003011 (004001 (80154) (80155) JAN 12 ••• 4 41 12 ••• 209 11.1 76 7o3 12··· 216 10.9 75 7ol APR 01 ••• 7 JlJL 12··· 12 ••• 103 11.7 102 8.3 12··· lOS llo 7 lo2 8.3 12 ••• 108 llo 7 102 8.3 12 ••• 109 11.7 102 8.2 12 ••• 113 8.3 AUG 11 ••• 11 ••• 11 ••• 11 ••• 11 ••• 11 ••• PROCESS DATE 10/13/82 DISTRICT COUE 02 IJj I N 0 ,.. \ ': ~~<):; :r) ~~~ ~-\ .r·.' ~\ :<~f)~'::.: .· ":~· ·,. I'HTF J~N 12 ••• 12 ••• 12 ••• 1 ;> ••• 12 ••• APR 09,,, 09, •• 09, •• 09,,. "'IIY 19,,. 19 ••• 19 ••• 19 ••• 19 ••• 19 ••• ,IUL 14 ••• 14 ••• 14 ••• 14 ••• 14 ••• 14 ••• ~.llr. l? ••• 12 ••• 12 ••• 12 ••• 12 ••• 12 ••• 12-12 T I 'IE' 1130 1131 1132 1133 1134 1500 1501 1502 1503 0845 0846 0847 0848 0849 0850 1145 1146 ll47 1148 1149 t'150 1100 1101 1102 1103 1104 1105 1100 STREAM I~JDTH IFTI (000041 860 850 1470 1S65 1R75 UNITED STATES DEPARTMENT OF INTERIOR -GEOLOGICAL SURVEY 15294350 -SUSITNA RIVER AT SUSITNA STATION AK WATER QUALITY DATAt WATER YEAR OCTOBER 1981 TO SEPTEMBER 19S2 SAMPLE LOC- ATION, CROSS SECTION 1FT fM L BANKI (000091 1SO 3oo 540 620 5o.o 500 700 9o.o 190 290 440 69o 11o 210 335 535 1485 75.0 200 325 575 1675 TEMPER- ATURE (OEG Cl (000101 .o .o .o .o .o .o .o 3oO 2.9 3.1 3.7 4.2 llo3 llo1 10.9 9.8 9ol 9.9 9.7 9.1 S.2 Sol -- BARO- METRIC PRES- SURE IMM OF HGI (000251 761 763 760 764 766 AGENCY ANA• LYZING SAMPLE (CODE NUMBER I I0002AI S0020 S0020 80020 S0020 S0020 S0020 STREAM• fLOWo IN STAN· TANEOUS ICFSI 1000611 9050 4000 101000 STREAM STAGE err ABOVE DATUM I (000651 13.S1 TUR- BID• ITY INTUI (000761 1.0 lol 50 270 120 SPE- CIFIC CON• DUCT• ANCE IUMHOSI (000951 210 1S6 203 209 217 1S9 195 203 94 91 89 S4 84 109 110 110 111 114 99 9S 97 98 106 PROCESS DATE 10/13/82 DISTRICT CODE 02 OXYGENt DIS- SOLVED IMG/LI (003001 12.7 12.7 12.6 llo2 u.s lOoS 10.9 11e0 11·2 11· 7 12o0 OXYGENt DIS• SOLVED (PER- CENT SATUR- ATIONI (003011 87 S7 86 77 71 so 97 99 100 103 103 99 9S 99 101 103 U"liTEO ShTES DEPARTMENT Of INTERIOR -GEOLOGICAL SURVEY PROCESS DATE 10/13/82 15294350 -SUSITNA RIVER AT SUSITNA STATION AK DISTRICT CODE 02 WATER QUALITY DATAt WATER YEAR OCTOBER 1981 TO SEPTEMBER 1982 NITRO-NITRO-NITRO-PHOS-PHOS- r.f.N, GENt AM• GENt PHATEt PHOS-PHORUSt MIIGNE· AMMONIA MONIA • N02+N03 ORTHOt PHOS-PHORUSt ORTHOt HARD· CALCIUM SIUMt DIS• ORGANIC DIS• DIS-PHORUSt DIS• DIS• NESS DIS-DIS· PH PH SOLVED TOTAL SOLVED SOLVED TOTAL SOLVED SOLVED IMG/L SOLVED SOLVED LAB IMG/L IMG/L IMG/L IMG/L IMG/L IMG/L IMG/L AS IHG/L IMG/L OAT f. IU'IJTSI IUN ITS I AS Nl AS Nl AS Nl AS P041 AS PI AS PI AS PI CAC031 AS CAl AS MGI (004001 1004031 I 00608 I 1006251 1006311 (006601 (006651 1006661 100671 I 1009001 1009151 1009251 J.,N 12 ••• 1,, ,070 .23 .27 .o1o .o1o <,010 95 31 4.3 1? ••• 7.3 12 ••• 7.0 1? ••• 7.0 12 ••• 6.9 t.PR Ofl••• 7.5 ,060 ,33 .26 <,010 <,010 <,010 91 29 4.5 nq••• 1.2 OQ••• 1.2 nc, ••• 7.2 ~·av 19 ••• 7.1 .too lo30 .23 .o6 o190 o040 .020 31 12 1.8 1 Q ••• 6.5 tJj 19,,, 6.5 I 19 ••• 6.5 N ....... 19 ••• 6.5 19 ••• 6.5 JilL 14 ••• 8,4 57 19 2.4 14 ••• Rol 14 ••• 8.2 14 ••• 8,2 14 ••• Ro3 14 ••• 8.3 IlliG 12 •• '• 7,9 so 16 2.4 12 ••• 7.R 12 ••• 7.8 12 ••• 8.0 -- I? • • • 8.3 12 ••• 8.2 12-12 .110 1.oo oll .o6 .040 oOJO .020 UNITED STATES DEPARTMENT OF INTERIOR • GEOLOGICAL SURVEY PROCESS DATE 10/13/82 15294350 -SUSITNA RIVER AT SUSITNA STATION AK DISTRICT CODE 02 WATER OliALITY DATAt WATER YEAR OCTOBER 1981 TO SEPTEMBER 1982 SODIUM POT AS-CHLO• fLUO• SILl CAt ARSENIC SO,lUMt AD• SlUM, RIDEt SULfATE RIDEt DIS-ARSENIC sus-BARIUMt ors-SORP· DIS-DIS• DIS-DIS-SOLVED DIS• PENDED ARSENIC DIS• SOLVED TJON SOLVED SOLVED SOLVED SOLVED IMG/L SOLVED TOTAL TOTAL SOLVED I l.!r.IL RATIO PERCENT IMG/L IMG/L IMG/L IMG/L AS IUG/L IUG/L IUG/L IUG/L 'lATF AS "JA) SODIUM AS Kl AS CLI AS S041 AS fl Sl02) AS ASI AS ASI AS ASI AS BAI coo•no1 cooq31 1 cooq321 1009351 (00940) 1009451 1009501 1009551 1010001 1010011 1010021 1010051 JAN 12 ••• 9.0 .4 17 1o6 11 17 .2 10 12 ••• 12 ••• 12 ••• 12 ••• ~PR 09 ••• 7.8 .4 15 lo7 11 17 .2 11 0 40 09 ••• oq ••• --09 ••• 1-'IIY I q • • • 2o9 .? 14 1o4 4o1 6.0 .2 5.7 4 5 20 tJj 19 ••• I 19 ••• N 19 ••• N 19 ••• 19 ••• Jill 14 ••• 2.3 • 1 8 1o 7 2o1 17 • 1 4.7 2 8 10 27 14 ••• 14 ••• .... 14 ••• 14 ••• 14 ••• ~UG 12 ••• 2o6 .2 10 1ol 29 13 • 1 6.0 12 ••• 12 ••• 12 ••• 12 ••• 12 ••• 12-12 UNITEO STATES DEPARTMF.NT or INTERIOR • GEOLOGICAL SURVEY PROCESS DATE 10/13/82 15294350 • SUSITNA RIVER AT SUSITNA STATION AK DISTRICT CDOE 02 WfiTER QUALITY DATAt WATER YEAR OCTOBER 1981 TO SEPTEMBER 1982 AAQIIIMt CHRO~ COBALTt COPPER, SiJS• BaRIUM, CADMIU~ CHRO• MIUM, sus-COBALTt sus-COPPERt PE\JOED TOTAL CAD~ tUM TOTAL MIUMt TOTAL COBALTt PENOED TOTAL COPPER, PENDED TOTAL R~'r.OV• Rf('OV· DIS· RECOV-DIS• RECOV· DIS-RECOV• RECOV-DIS· RECOV• RECOV· EI:IA~LE EIH8Lf." SOLVED ERABLE SOLVED F.RABLE SOLVED ERABLE ERABLE SOLVED ERABLE ERABLE (Ur./L IIJC;/L IUG/L (UG/L IUG/L (UG/L IUGIL IUG/L IUG/L IUG/L IUG/L IUG/L OATE AS BAI AS BAI AS COl AS CD) AS CRI AS CRI AS COl AS COl· AS COl AS CUI AS CUI AS CUI (010061 (010071 (010251 (010271 (010301 (010341 (010351 (010361 (010371 101040) (010411 1010421 JIIN 12 ••• 1? ••• 12 ••• 12 ••• 12 ••• 1\PR 09 ••• 60 100 <) <1 <10 <10 <1 2 09 ••• 09 ••• 09 ••• "IIY 19 ••• 80 100 <3 <1 <lo 20 3 4 5 23 28 tJ:I 19 ••• I 19 ••• N 19 ••• w 19 ••• --19 ••• JIJL 14 ••• 200 200 <1 <lo so 9 10 3 29 32 14 ••• 14 ••• 14 ••• 14 ••• 14 ••• AUG 12 ••• 12 ••• --12 ••• 1? ••• 12 ••• 12 ••• --12•12 UNITED STATES DEPARTMENT Of INTERIOR • GEOLOGICAL SURVEY PROCESS DATE 10/13/82 15294)50 • SUSITNA RIVER AT SUSITNA STATION AK DISTRICT COUE 02 WATER QUALITY DATAt WATER YEAR OCTOBER 1981 TO SEPTEMBER 19~2 I~O"'t LEAD, MANGA• MANGA• NICKEL• sus-IRON, sus-LEAD, NESEo NESE, MANGA• sus-NICKEL• PENOED TOTAL IRON, LEAD, PENDED TOTAL sus-TOTAL NESE• NICKEL, PENDE.D TOTAL Rr:cov-QfCOV• Dis-DIS• RECOV• RECOv• PENDED RECOV· DIS• DIS· RECOV• RECOV• ERA ALE ERIIBLF SOLVEn SOLVED ERABLE ERARLE RECOV. ERABLE SOLVED SOLVED ERABLE ERABLE I clML (I IfilL IUG/L ·tuG/L IUG/L IUG/L IUGIL IUG/L IUG/L IUGIL IUG/L IUG/L OATf AS FEI AS FEI AS fEI AS PBI AS PBI AS PBI AS MNI AS MNI AS MNI AS Nl) AS Nl I AS NI I (01044) 11)1045) 1010461 1010491 101050) 1010511 1010541 (010551 (010561 1010651 101066) 1010671 ,IAN 12 ••• 12 ••• 1? ••• 12 ••• 12 ••• 11PR OQ••• ?60 320 65 <l <1 10 30 17 <1 oq••• OQ••• I)Q ••• ~1AY lQ ••• 9700 9900 190 3 11 14 230 240 11 2 15 17 19 ••• tD 1Q ••• I 19 ••• (\J I q • • • ~ 1 q ••• --,IUL 14 ••• 7ROO 7900 69 <1 5 560 570 6 52 53 14 ••• 14 ••• 14 ••• )4 ••• 14 ••• hliG 12 ••• 12 ••• 12 ••• 12 ••• 12 ••• 12 ••• 12-1?. UNITED SUTES DEPARTMF:NT OF' INTERIOR -GEOLOGICAL SURVEY PROCESS DATE 10/13/82 15294350 -SUSITNA RIVER AT SUSITNA STATION AK DISTRICT CODE 02 WfiTER QUALITY OATAt WATER YEAR OCTOBER 1981 TO SEPTEMBER 1982 ZINC, COLI-STREP-NAPH• SILVFP, sus-ZINC, SELE-FORM, TOCOCCI THA-PCN, SILVER, TOTAL ZINC, PENDED TOTAL NIUM, SELE• F'ECALt F'ECAL' LENES, TOTAL 015-RECOV-DIS-RECOV-RECOV• DIS· NIUM, o.1 Kf AGAR PER· POLY-IN BOT• SOLVED EPftqLF SOLVED ERABLE ERAF:ILE SOLVED TOTAL UM•Mf ICOLS• THANE CHLOR. TOM MA• IUG/L IUG/L IIJG/L CUG/L IUG/L 1UG/L (UG/L ICOLS.I PER TOTAL TOTAL TERIAL DATE AS AGI ftS AGI AS ZNI AS ZNI AS ZNI AS SEI AS SEI 100 MLI 100 MLI IUG/L) CUG/LI lUG/KG I 1010751 101077) 1010901 101091) 101092) 101145) 1011471 (316251 (316731 (39034) 139250) ( 39251) JIIN 12 ••• K1 K8 12 ••• --12 ••• 12 ••• 12 ••• IIPR 09 ••• <1 <1 <12 10 <1 KJ <l <e10 <.10 09, •• 09,,. 09, •• ~1AY 19 ••• <1 6 <12 60 <1 <1 K14 KJO <1,0 19 ••• tl1 19 ••• I 19 ••• N U1 1 Q ••• }9, •• JllL 14 ••• <1 <1 5 110 110 <1 <1 K20 K26 14,,, 14 ••• 14 ••• 14 ••• 14 ••• AUG 12 ••• K44 12 ••• 12 ••• 12 ••• 12 ••• 12 ••• 12-12 (IATF JIIN 1? ••• 12 ••• 12 ••• 12 ••• 12 ••• 11PR 09 ••• 09 ••• 09 ••• 09 ••• I•AY 19 ••• 19 ••• 1? ••• I q • • • 1 q ••• I 9 ••• JilL 14 ••• 14 ••• 14 ••• 14 ••• I 4 •• • 14 ••• AUG 12 ••• 12 ••• I 2 •. • 12 ••• 12 ••• 12 ••• 12-12 ALDRIN, TOTAL IN ROT- fiL~'~RJN, TOM MA- T1TAL TEQIAL (UG/Ll ClJG/KGI (39)30) (39333) <.01 UNITED STATES DEPARTMENT Of INTERIOR -GEOLOGICAL SURVEY 15294350 -SUSITNA RivER AT SUSITNA STATION AK WATER QUALITY DATAt WATER Yf.AR OCTOBER 1981 TO SEPTEMBER 19~2 CHLOR• LINDANE OANE, ooo. TOTAL TOTAL TOTAL IN BOT· CHLOR-IN BOT-IN BOT• LINnANE TOM MA-DANE, TOM MA• DDDt TOM MA• DDEt TOTAL TERIAL TOTAL TERIAL TOTAL TERIAL TOTAL CUG/Ll IUG/KGI (UG/LI (UG/KGI CUG/LI CUG/KGI CUG/Ll (39340) (393431 (39350) (39351) (39360) (39363) (393651 <o01 <o10 <.01 <o1 < 1.0 <.1 DDEo TOTAL IN BOT· TOM MA• TERIAL lUG/KG I (393681 PHOCESS DATE 10/13/82 DISTRICT CODE 02 DDT, TOTAL IUG/LI (393701 <oOl DOlt TOTAL IN ROT• TOM MA• TERIAL lUG/KG I (393731 <ol I" I- ELOPIN, TOTAL 1"11-IN nOT- EL!'lRHI TOM Mil- TOHIL TfPIAL DATE (UG/LJ lUG/KG I ()<l)AOI (39383) J~N 12 ••• 12 ••• 12 ••• 12 ••• 1?. ••• 1\PR n9 ••• <,01 09.,, oq ••• OQ••• f<'AY 1 9 ••• <.1 19 ••• to 19. 0 0 I 190 0. N 19 ••• -.1 19ooo JUL 14ooo 14 ••• 14 ••• 14 ••• 14 ••• 14 ••• AUG 12 ••• 12 ••• 12 ••• 12 ••• 12 ••• 12 ••• 12-12 UNITED STATES DEPARTMENT Of INTERIOR -GEOLOGICAL SURVEY 15294350 -SUSITNA RIVER AT SUSITNA STATION AK WATER QUALITY flATAt WATER YEAR OCTOBER 1981 TO SEPTEMBER 1982 ENOO-TOXA• SULfAN, ENDRINt PHENEt TOTAL TOTAL TOTAL ENOO-IN ROT-IN HOT• TOX• IN BOT- SULF"ANt TOM MA-ENORINt TOM MA• ETHIONt APHENEt TOM MA- TOTAL TERIAL TOTAL TERIAL TOTAL TOTAL TERIAL IUG/LI lUG/KG I IUG/LJ (IIG/KGI CUG/LI IUG/Ll CUG/KGl 1393881 (393891 (393901 (393931 (39398) (39400) (394031 <o01 <.o1 <,ol <1 <o1 <.1 <10 , __ HEPTA• CHLOR, TOTAL IUG/LI (394101 <oOl PROCESS DATE l0/13/82 DISTRICT CODE 02 HEPTA• CHLOR, TOTAL HEPTA- IN BOT• CHLOR TOM MA• EPOXIDE TERIAL TOTAL (UG/KGI (UG/LI (39413) (394201 <.01 <.1 HEPTA• C"iLOR fPGXIDE MfTH• TOT. IN oxY- ~(lTTOM CHL0R 1 "'IITL. TOTAL OATF: IIJG/I<GI IUG/LI ( 394231 (394601 JAN 12 ••• 12 ••• 12 ••• 12 ••• 12 ••• IIPR ll9 ••• <o01 09 ••• 09 ••• 09 ••• MAY 19 ••• <ol tJj 19 ••• I 19 ••• N 19 ••• co 19 ••• 1 q ••• JliL 14 ••• 14 ••• 14 ••• 14 ••• 14 ••• 14 ••• AUG 12 ••• 12 ••• 12 ••• 12 ••• 12 ••• 12 ••• 12-12 UNITEO STATES DEPARTMENT Of INTERIOR • GEOLOGICAL SURVEY 15294350 • SUSITNA RIVER AT SUSITNA STATION AK WATER QUALITY OATAo WATER YEAR OCTOBER 1981 TO SEPTEMBER 1962 METH-oxy-PCBo CHLOR, TOTAL METHYL TOT, IN IN F.IOT• MALA-PARA• 01-PARA• BOTTOM PCB, TOM MA· THIONt THIONt AZINONo THJONo MATL. TOTAL TERIAL TOTAL TOTAL TOTAL TOTAL (UG/KGI IUG/LI lUG/KG I (UG/LI (UG/LI IUG/LI CUG/LI 1394811 (395161 (395191 c3953ol 1395401 (395701 (396001 <.1o <.o1 <,1 <1 <.o1 <.01 <,01 2t4•0t TOTAL CUG/LI (397301 <.01 <o01 PROCESS DATE 10/13/82 DISTRICT CODE 02 2t4t5•T MIREXt TOTAL TOTAL CUG/LI CUG/LI (397401 (397551 <.01 <o01 <oOl UNITErl STATES DEPARTMENT Or INTERIOR -GEOLOGICAL SURVEY PROCESS DATE 10/13/82 15294350 -SUSITNA RIVER AT SUSITNA STATION AK DISTRICT CODE 02 WATER QUALITY DATAt WATER YEAR OCTOBER 1981 TO SEPTEMBER 1982 SOLIDS, SOL InS, NITRO-MERCURY MJRFX 0 RESIDUE suM or SOLIDS, SOLIDS• GENo sus- TOTAl METHYL AT 180 CONSTI-DIS-DIS-AMMONIA PHOS-MERCURY PENDEO IN ROT-TOTAL TRI-DEG, C TUENTs, SOLVED SOLVED DIS-PHORUS DIS-RECOV- T0"1 MA-SILVEX,t TRI-THION, DIS-DIS-(TONS !TONS SOLVED TOTAL SOLVED ERABLE TFRJAL TOTAL THION TOTAL SOLVED SOLVED PER PER CMG/L CMG/L CUG/L CUG/L l")fiTE CUG/KGl CliG/Ll CUG/Ll CUG/LI CMG/LI (MG/L) DAY I AC-FTI AS NH4l AS P041 AS HGI AS HGI (397581 (397601 (39786) (397901 (70300) (703011 (703021 1703031 (718461 ( 718861 (718901 1718951 JA~I 1?. ••• 125 128 3050 .17 ,09 o03 12 ••• 12 ••• 12 •• 0 12~ •• APR 09.,, <o01 <o01 <oOl 133 128 1440 .18 .oe <o1 nq••• 09,,. 09 ••• ~flY 19 ••• <ol <oOl <o01 <o01 51 55 ,o7 ,13 .sa <o1 tJj 1CI,,, I 19 ••• r0 19,,, \.0 19,,. 19 ••• JUL 14 •• 0 83 79 0 11 .2 .o 14. 0 • 14 ••• 14 ••• 14 ••• 14 •• , fill{; 12 ••• 114 76 31100 o16 12 ••• 12.,, 12 ••• 12. 0. ·--12 •• 0 12-12 ,14 o12 UNITED ST.\ TES OEPARTMFNT OF INTERIOR -GEOLOGICAL SURVEY PROCESS DATE 10/13182 15294350 -SUSITNA RIVER AT SUSITNA STATION AK DISTRICT CODE 02 WATER QUALITY OATAo WATER YEAR OCTOBER 1981 TO SEPTEMBER 1982 SEDI-SPE-HARD• MERCURY MENTo PFR• ClfJC ALKA• NESS TOTAL SEOI• DIS• THANE CON• LINITY NONCAR• RECOV· MENTo CHARGE, IN oucT-LAB BONATE ERABLE sus-sus-ROTTO~ 2. 4-DP ANCE IMG/L IMG/L IUGIL PENDED PENDEO ~ATERIL TOTAL LAB AS AS nATE AS HGI IMG/L) IT/DAYI lUG/KG I IUG/U CUMHOSI CAC031 CAC031 1719001 180154) 180155) 181886) 182183) 190095) 190410) 195902) JAN 12··· 7 171 208 73 22 1? ••• 1 ? ••• 1? ••• }2 ••• APR 09 ••• <,1 9 97 <,01 222 76 15 09 ••• 09,,. 09 ••• MAY )9 ••• • 1 <1.00 <,01 94 34 3.o 19 ••• tD 19 ••• I }9,,. --w 19 ••• 0 19 ••• JUL }4ooo .2 133 49 8.o 14 ••• }4 ••• }4 ••• ]4 •• , }4,,, AUG 12 ••• ll9 10 40 12 ••• 12 ••• 1? ••• Ji ••• 12 ••• 12-12 -- r16/t3 ATTACHMENT C PRELIMINARY DISCHARGE RECORDS FROM THE R&M CONSULTANTS STATION AT WATANA AND THE U.S. GEOLOGICAL SURVEY STATION AT GOLD CREEK Daily Gage Height, in feet,and discharge, in cubic feet per second Susitna River near Watana Damsite for the year ending September 30, 1982 APRIL JULY AUGUST SEPTEMBER C-1 Daily Gage Height, in feet and discharge, in cubic feet per second Susitna River near Watana Damsite for the year ending September 30,1983 ' ' ' ' ' ' ' ' ' ' ' ' ' ' . ' ' ' ' ' ' ' \\1 OCTOBER I NovEl!BER DECEl!BER ' JANUARY J\ FEBRC'ARY II ::\1.\nca I :'J. I ! I i II I I ''I~ Ga~~:e D' h Gage n· h Ga~~:e n· t.. Gage. n· t.. I Gage I . I GagP. I :I ~ i! hei~~;ht I lsc ar.,P. II height ISC argc I height lscuarge height lscuarge hci.,.nt I Dlschar~;e I~ hell:ht ' Discharge ':: : ~I L__ :! I ., I' l j,c. \ 1 t\>.uL~.AiW--~.h"-~--_ug_q_'l .... -.. ·-···-·····\ ······-· ............. J ......... f-----·····__Ji ________ !-____ -___ -___ -___ -_j~ · \ I 2 1:;:-~-~-f---:~-;~---~-!-~-;]------!;-;-~-.......... ----------------~----------\------·--·----·-\\·--····---,----····--······: \·····--·--; ............... -\\ ~ \ : : ~~~~F~~~~:::H~~f::::~{~~~ :::::::::: ::::::::::::=·:\c:::::::::F:=:=::=:l::::::::_-~1::=::::::::::::\i::::::::::~::::::::=::ll : i 1\6 ib-~ .. -~_$..._7_.Q_Q.Q ... ~ -~ _ _,_J_j~ ------~-?..9.9..il----------'l---------······-\l--·······-·'l ________________ j \----------: ····------------· ·= ----------------!·, . i I ' r·-4-1-.. oz.Q.Q. .. ~ ~-:~--··---~-!-~~-lr·--·--· -----·····i\·-------------------------\ :··--------: ----------------\l----------~· ·--------------\1 ~ \ 8 ·!·~-! ---:-:-~-~---~-·:--.-~--------:-~-~-;-lr··-------i----------------~~----------~----------------,;·---------· ·---------------: .----------·---------------;: ~ :1. I: , -~·:-:;t··-~·;-~~-· }~ :·~ · ~ ···-~-;~-;,-·lr·····-· ·; ··--·····-:: · ······ i · · ············ · ·t: ········ · ,· ········ ·· ··· · ; . · ·· ·· -· · . ······· ····-· ··; I : ' ' . . ' ' ' ' ' ' ' . ' ' . ' ... . ' ' ' ' ' ' El \\\ 11 it-2 .•. 2.!---?.J.Q.Q ... ~-~-:--~-~------~-~2.9 .. \ ---------· \----------------~:----·-----\----------------!\· -----~---:----------------! \----------:----------------\ !! 1 : :_1[12 ib.5 .•. 2t---6.Q.O.Q ... \:--··-----.----------------.,. ·--------~----------------~----------·---------------~~--------.. ,. ------------~--~ 1----------~·---------------i' 1 ~ • , 13 1 b_s .•. 3t-.-6.3.0.Q .. +---------\----------------.. 1 · ---------r·-------------- 1 __________________________ :; .. ________ ·---------------_, 1 , ________ ·-. _______________ ; 1 : \ \:: 1 b·!-~·!r··!-;-~-~---(!·-.--------~----------------\· ---------: ·--------------· ~-------------------------\\----------\---------------· \----------\ · _____________ __~i 1i 1 ·1 :--· .--· .-. ' . · 1: \ ! 161t-4.-'-~ ---:-~L0-~---11 \·---------1----------------1----------1----------------\----------l----------------ii· -~-------\----------------\! .......... : .. ______________ !!·.11 i 171-~-:-~ ---~-~-~-~---.:·---------\----------------,----------·----------------i-------------------------·11,----------j---------------+---------~---------------.!: 1 ~ : 18 t4 ... St. ----------------!~·---------~----------------'-------------------------' --------------------------\•---------T·--------------........................... \, 1: l ~I ~-:; --~~~-·-\r·····-·· 1 ---···--··· f····-·· ··--·-·-·· ···-·· ············-·-11·········1········-··· f--··1·····-····· ·ii ~: [ 21 ~~ .... 6 .. 1 . ..4.:&Q . .Ji·····-··\·····--··-·· c.:::-·-·· c::::: '········---j\--------j _______________ l ________ J .. ----------------1!1~: l "I .4-.6. ... A.uo.u..J .................... -~ .. --··--··-········· ··--··· ··--···· ... r···-·-1---·--···l ........ L ............ b : 1~: r~:;~::~:~:::\1::=::=::1:::::=::=::::: ::=:= :::::::=.=:: .. :::=::::: =:=::\ ::=::::=r:::::::::::::j(:::::==\:::::=~~~·. \I !' ~ 00 ., I . ,, . .. I ·--i ·.-· :1126 ~-4. .... 4. ---~-9.. ...... ..1!----------r-···-------------------------------------\----------1----------------"----------!----------------\ __________ : ______________ ..!: :2• : 1!1. 27 · .• 4. .... 4. ---~-f?.Q_Q ____ IJ. _________ :----------------.......... -----------------------------------------\1._ ________ 1,. _______________ ,______ : i' ,,. • I I II I I ' .... , ................. -. ! lj 28 ~.4.-2~---3.0.0..0.. ... 1'1 .......... !--------------------------------------------------------------------1 ·--------l--------------1 ........ --! ______________ J :2. : \; 29 t __ 4._.3.~---3.4.0.0 .... !\----------!----------------,. ________ T ______________ , .. --------1 --------~-----.J! __________ ! ·---------------1----------)__ _____________ .: ! :2 ·. 1 :',30 f4.:.J.] ___ ;l_~_Q_Q ____ i\----------j----------------1· ---·-----1----------------11· ·--------1----------------i! i I·-------.. 1. ---------------·~ :; . ::-31 A .•. S .... 3..8.0.0 .... : , .......................... :~ .......... : ................ : I ! ........ ..!. ............... : :; ~! TOTAL I II il =i :::::~~::::: ~1'!~:: :;::::=:::::::::=::=:::::[!::::::::::::::::::::::::: !i :=:::===::=::=::::',!:::::=::::::::::=::::=: 11-,-~-~~---~~-~~-::;_·. :~-~~-~~---~~-~~-~~-~ :1,: ----1 ~linimum •• __ .... J....... 1 I ----ft~:ii--------.... i?.QQ __ ~~~r~~~~~~=~~~~~~~=~~~~~~~~r~~~~~~~~~~~~~~~~~~~~~~~~::c~~~~~~~~~~~=~~~~~~~~~~:r~~~~~~~~~~~~~~~~~~~~~~~~::[~~~~~~~~~~~~~~~~~~~~~~~::~~~ ,:~ : ;:~~r~ · · ·-·--~~;~ 1·--ii---------------------· ir· -----------------------· i\·-· · ·--------------------· ·! l ........ ------------------, ~-------------------·-·--· ·: l· · · ........ A ~ ---·-·· ................. ............ -----------·----• ........... . II ' .... -------------·---------------------·---------·--· -----------·--------------- C-2 Preliminary,unpublished u.s.G.S. data from Gold Creek.Gage heights are in feet, discharges are in cubic feet per second. APmc MAT JoNE I Jm.T AoooOT SEnEYBER I r16/t4 ATTACHMENT D PARTICLE SIZE AND CONCENTRATION ANALYSIS OF LAKE AND RIVER SEDIMENTS FROM ALASKA PARTICLE DATA LABORATORIES, LTD. 115 Hahn Street • Elmhurst, Illinois 60126 • (312) 832-5658 September 14, 1982 R & M Consultants Inc. 5024 Cordova Box 6087 Anchorage Alaska 99502 Attention: Mr. Brett Jokela Subject: Particle Size and Concentration Analysis of Lake and River Sediments From Alaska PDL Project: I-6849 Gentlemen: Introduction Seventeen samples of lake and river water were received for a standard electronic particle size and concentration analysis via the Elzone computerized particle size analyzer. Four samples were subjected to a density gradient analysis to determine the relative density of distribution of the minerals present. A petrographic analysis was conducted on four samples via polarized light microscopy to determine the relative quantities of the various minerals present. All microsoope observations and density deter- minations were conducted by Mr. M. Bayard. Results The results of the petrographic analysis are listed below in Table I. All samples are similar in mineral content except that the lake water has a smaller average partice size distribution than the river water. We would expect this because of sedimentation effects present in the lake water. Table I Petrographic Analysis of Susitna R1ver and Eklutna Lake Water Samples Mineral Augite Quartz Diatoms ['-1 Percentile 5 to 10 15 15 PARTICLE DATA LABORATORIES, LTD. -2- September 14, 1982 R & M Consultants, Inc. PDL Project I-6849 Table I Petrographic Analysis of Susitna River and Eklutna Lake Water Samples Mineral Percentile Muscovite 15 to 20 Mixed Feldspars 25 to 30 Iron Oxides 10 -15 Illmenite about 5 Calcite 1 -2 Table 2 Density Distributions Sample Composition Percentage Susitna River Depth Integrated s .. _,.,."'-A .... ,.....s~ ,..,) ,,g,. 60% 15% 25% Eklutna Lake 2 Jul 82, STA 8, 45M 80% Eklutna Lake 1 Jul 82, STA 8, SM 10% 10% 70% 15% 15% Eklutna Lake 2 Jul 82, STA 8, 15M 70% 25% 5% D-2 Density Range 2.7 -2.9 2.9 -3.2 2.6 -2.7 2.80 -2.84 2.90 2.48 -2.55 2.85 -2.90 2.90-3.05 2.65 -2.85 2. 74 -2.80 ~2. 74 2.8 -3.0 PARTICLE DATA LABORATORIES, LTD. -3- September 14, 1982 R & M Consultants, Inc. PDL Project I-6849 Table 3 surnrnarizes.the concentration and size distribution data for each of the required samples. It should be noted that these sample were dispersed in a 4% by weight sodium pyrophosphate electrolyte and ultrasonically treated so as to eliminate an agglomeration that may have occurred between original sampling, transport and final analysis. Your data appears in two formats: 1) Frequency Data 2) Volume or Mass Data The frequency data is analagous to a microscope count in which several hundred particles are sized and tabulated by their projected diameters. Standard fine particle mathematics are then used to calculate the various statistical parameters. In an electronic analysis we typically count between 50 tho?sand and 100 thousand particles per sample. At your request, we have performed a concentration analysis for each sample. This additional analysis is included with each particle size distribution run• Due to the limitations of the technology, the low- est size measurable is a function of the largest size present in the sample (dynamic range). This limitation in one form or another is present in every type of electronic particle size analysis. The data is reported on the basis of counts/liter of sample over some indicated range. This range must be considered when evaluating data. Since all data is in permanent magnetic storage, it could be possible to normalize data about some common reference point at a later date. The mass data is analagous to a sieve analysis in which the results are expressed as a weight percent greater than or equal to an in- dicated sieve (micron size). Concluding Remarks Due to the vacation schedule of Mr. Bayard and the arrival of your samples, no photographic work could be completed at this time. Upon his return on September 27, your project will be his primary concern. If you have any questions regarding data or techniques involved in acquiring your results, please do not hesitate to contact us at Particle Data Laboratories. Respectfully submitted, ~;r~/w~ Richard Karuhn Director RK/lk D-3 PARTICLE DATA LABORATORIES, LTD. -4- September 14, 1982 R & M Consultants, Inc. PDL Project I-6849 Table 3 Concentration and Particle Size Summary Sample I.D. Counts/Liter Mass Median Count Median Size Size 1. Susitna River 8/11/12. 76,814,800 16.67 2.89 Depth Integrated 2. Lake Inlet 50 Ft. 34,216,000 46.25 3.44 Upstream 3. Lake Inlet 129,360,000 25.46 2.89 Creek Mouth 4. 18 Jun 82, STA 11, 20M 84,783,000 12.83 1.93 5. 17 Jun 82, STA 4, 24M 60,946,000 3.68 1.53 6. 18 Jun 82, STA 9, 14M 51,786,000 3.10 1.53 7. 17 June 82, STA 4, 19M 104,788,000 3.56 1.53 8. Lake Inlet Surface 71,148,000 4.86 1.82 200 Ft. into Lake 9. 15 Jul 82, STA 9, 1M 129,180,000 3.10 1.53 10. 15 Jul 82, STA 11, 1M 52,254,000 4.09 1.60 11. 15 Jul 82, STA 9, 14M 188,495,000 2.70 1.53 12. 15 Jul 82, STA 11, 28M 19,034,000 33.34 1.59 13. 2 Jul 82, STA 8, 5M 145,69lr000 3.56 1.76 14. 2 Jul 82, STA 10, 5M 229,996,000 3.10 1.76 15. 2 Jul 82, STA 8, 15M 191,151,000 3.32 1.68 16. 2 Jul 82, STA 14, 5M 126,603,000 3.32 1.76 17. 2 Jul 82, STA 8,45M 284,282,000 3.95 1.76 D-4 CONCENTF\ATION ANALYSIS BY COMPUTERIZED EL.ZONE l1ETHOD R & M CONSULTANTS. INC. .'\ ejn/81. SAMPLE I. D. : SUST INf~ RIVER DI::APTH INTEGRETED RM· 232 BY USGS-.So.-.rolc.l. COUNTS/LITER:768149000(0.96-23.84 MICRONS RANGE> TABULATION DATA ID 6649 Dt-1TE 9 SEF' SIZE-NORMALIZED COUNT DISTRIBUTION TOHtL = 768149 GHNL SIZE COUNT CHNL SIZE COUNT CHNL SIZE COUNT 18 .95 '?3 50 2.89 23333 82 8.76 1958 19 .99 47 !51 2.99 24496 83 9.07 1612 20 1.02 165 52 3.10 21988 84 9.39 f246 21 1 .• 06 3138 !53 3.21 21931 85 9.72 1113 22 1..10 6105 54 3.32 21779 :36 10.06 1092 ...,~ .C..:i 1.13 7069 55 3.44 19824 87 10.42 959 24 1.17 6536 !56 3.56 18018 :38 10.79 891 25 1.22 6872 57 3.68 19199 89 11.17 728 ..., ' .:..0 1. 26 6915 !58 3.81 16353 '70 11.56 834 27 1.30 7364 ~'59 3.95 15741 91 11.97 499 28 1.35 7553 60 4.09 14761 92 12.39 734 29 1.40 8969 61 4.23 12780 93 12.83 458 30 1. 45 8780 62 4.38 11792 94 13.28 478 31 1.50 9592 63 4.54 10915 95 13.75 441 . ..,., ,;) .. _ 1. 55 104t,2 64 4.70 9014 96 14.23 353 33 1. 60 10649 65 4.86 10284 97 14.74 306 34 1. 66 11539 66 5.03 8917 98 15.26 348 35 1. 72 12945 67 5.21 8027 99 15.79 191 36 1. 78 14664 68 5.39 7311 100 16.35 178 37 1.84 14944 69 5.58 7053 101 16.93 186 38 1. 91 14931 70 5.78 6538 102 17.52 138 39 1. 97 17636 71 5.98 5269 103 18.14 137 40 2.04 18526 72 6.20 5101 104 18.78 85 41 2.12 18392 73 6.41 4017 105 19.44 83 42 2.19 19363 74 6.64 4086 106 20.13 93 43 2.27 21562 75 6.87 3738 107 20.84 38 44 2.35 20977 76 7.12 3488 108 21.57 57 45 2.43 22920 '77 7.37 3072 109 22.34 :33 46 2.52 23553 78 7.63 2778 110 23.12 :29 47 2.60 25011 79 7.90 2313 111 23.94 52 48 2.70 23971 80 8.18 2096 49 2.79 234~j5 Bl 8.46 2089 :go D-5 PARTICLE SIZE ANALYSIS BY ELZONE METHOD -PARTICLE DATA LABORATORIES,LDT. 115 HAHN STREET-ELMHURST~IL. 60126-TELEPHONE:(312>832-5658 CLIENT: R & M CONSULTANTS, INC. 9 SEP 82 :DATE SAMPLE= SUSTINA RIVER DEAPTH INTEGATED 6849 : JOB NUMBER ~---pfe.cA. 11/11{8~ VOLUME <MASS) DISTRIBUTION FROM DISPLAY AREA: 4 INDICES VOLUME MODE = 17.32 MEDIAN = 16.67 MICRONS AND LARGER GEOMETRIC VOLUME MEAN = 15.85 +/-15.72 99.21/.) SKEWNESS = ARITHMETIC VOLUME MEAN = 19.56 +/-12.19 62.33%) SKEWNESS = FOR F'LDTTING PROBr~B I L IT'i 0'\1 ,, LOG PAPER: PEI:XCENTILE: 00 .. 1.% OF VOLUME IS AT 64.15 MICRONS AND LARGER PERCENTILE: 01. ox OF VOLUME IS AT 55.00 MICRONS AND LARGER PERCENTILE: 06.07. OF VOLUME IS AT 42.00 MICRONS AND LARGER PERCENTILE: 22.0~ OF VOLUME IS AT 27.50 MICRONS AND LARGER PERCENTILE: 50.0% OF VOLUME IS AT 16.67 MICRONS AND LARGER PERCENTILE: 78.0% OF VOLUME IS AT 9.72 MICRONS AND LARGER PERCENTILE: 94.0/. OF VOLUME IS AT 4.68 MICRONS AND LARGER PERCENTILE: 99.0% OF VOLUME IS AT 2.63 MICRONS AND LARGER PERCENTILE: 99.9/. OF VOLUME IS AT 1.65 MICRONS AND LARGER COUNT <FREQUENCY> DISTRIBUTION FROM DISPLAY AREA: 5 INDICES COUNT MODE -2.79 MEDIAN = 2.99 MICRONS AND LARGER GEOMETRIC COU~T MEAN = 3.11 +/-2.69 86.59/.) SKEWNESS = ARITHMETIC COUNT MEAN -3.87 +/-3.30 85.06%) SKEWNESS = FOF~ PLOTTING PROBABILITY ON LOG PAPEI\: PEF.:CENTILE: 00.1% OF COUNT IS AT 3 :l. .s 9 MICRONS AND LARGER PERCEi'HI LE: 01..0% OF COUNT IS AT 16.93 11ICRONS AND LARGER PE!\CENTILE: or.,.ot. OF COUNT IS AT 9.07 M I CF:ONS AND LAt-::GER PERCENTILE: 22.0/. OF COUNT IS AT 4.86 MICRONS AND LARGER F'Efi:CENTI LE: 50.0/. OF COUNT IS AT 2.99 MICRONS AND LARGER PERCENTILE: 78.0/. OF COUNT IS AT 1. 97 MICRONS AND LARGER PERCENTILE: 94.0/. OF COUNT IS AT 1.30 MICRONS AND LARGER PERCENTILE: 99.0/. OF COUNT IS AT .86 MICRONS AND LARGER PERCENTILE: 99.9/. OF COUNT IS AT .61 MICRONS AND LARGER D-6 -.09 .18 1 ,., . ..:. PARTICLE SIZE ANALYSIS BY ELZONE METHOD -PARTICLE DATA LABORATORIES~LDT. 115 HAHN STREET-ELMHURST,IL. 60126-TELEPHONE:C312)832-5658 CLIENT: R S M CONSULTANTS~ INC. 9 SEP 82 :DATE SAMPLE: SUSTINA RIVER DEAPTH INTEGATED 6849 : JOB NUMBER PARTICLE SIZE VS. COUNT (+) AND % OF COUNT LARGER THAN SIZE <•> GRAPH -FROM TO -SKIP: ? -1 0 50 75 100 ! ................. ! ••••••••••••••• ~ ••••••••••••••• ! ••••••••••••••• ~ .26>+ )+ .35>+ >+ .46>+ >+ .61> + ~ + .80> + > + 1.06> > 1.40> > 1.84> > 2.43> > 3.21> > 4.23> > 5.58> 7.37> > 9.72> > + 12.83> + > + 16.93> + > + 22.34> + > + 29.47>+ >+ 38.89>+ >+ 51.31>+ >+ 67.71>+ + + + + + + + + + + + + + + + + + ! ••••••••••••••• ~ ••••••••••••••• ! ••••••••••••••• ! ••••••••••••••• ! 0 32768 65536 98304 131072 D-7 PARTICLE SIZE ANALYSIS BY ELZONE METHOD -PARTICLE DATA LABORATORIES,LDT. 115 HAHN STREET-ELMHURST,Il. 60126-TELEPHONE:(312)832-5658 CLIENT: R & M CONSULTANTS, INC. 9 SEP 82 :DATE SAMPLE~ SUSTINA RIVER DEAPTH INTEGATED 6849 : JOB NUMBER B/17/9 a. ''TOTAL IN TABULATION~ TOTAL COUNT OR VOLUME IN ANALYSIS TABULATION DATA ID 6849 DATE 9 SEP SIZE-NORMALIZED COUNT DISTRIBUTION TOTAL :: 2562671 CHNL SIZE COUNT CHNL SIZE 17 .26 2 ·44 1. 72 18 .28 2 <.II!:' ·,.;.) 1..84 19 .30 7 46 1..97 20 .33 13 47 2.12 21 .35 20 48 2.27 22 .37 36 49 2.43 23 .40 61 !30 2.60 24 .43 108 !.51 2.79 25 .46 189 !52 2.99 26 .49 310 ~)3 3.21 27 .53 494 !54 3.44 28 .57 771 ~55 3.68 29 .61 1219 56 3.95 30 ' C" o0'-1 1894 57 4.23 31 .70 2802 !58 4.54 32 .75 4057 !59 4.86 33 .80 5752 ·50 5.21 34 .86 8211. ·51 5.58 35 .92 11483 62 5.98 36 .99 15408 63 6.41 37 1.06 20258 64 6.87 38 1.13 26118 ·55 7.37 39 1 .. 22 33615 ·56 7.90 40 1. 30 4235(? 67 8.46 41 1. 40 51554 68 9.07 42 1.50 61548 ·59 9.72 43 1.60 72106 70 10.42 DISPLAY AREA: 4 D-8 COUNT CHNL SIZE 83684 '71 11.17 95044 72 :L 1. 97 104955 73 12.83 113761 74 13.75 121048 75 14.74 126674 '76 15.79 129700 77 16.93 130000 78 18.14 127922 '79 19.44 123576 80 20.84 116384 :31 22.34 104605 82 23.94 93646 83 25.66 83757 84 27.50 75163 1:35 29.47 67722 :36 31.59 61104 87 33.85 55593 88 36.28 49383 89 38.89 42748 '10 41.68 36863 91 44.67 32648 92 47.88 29119 93 51.31 25859 94 55.00 23078 95 58.94 20510 96 63.17 18528 97 67.71 COUNT 16695 15209 13726 12011 10339 8576 7061 5749 4613 3629 2848 2198 1700 1287 970 740 552 408 292 207 148 100 ,56 38 18 8 :2 PARTICLE SIZE ANALYSIS BY ELZONE METHOD -PARTICLE DATA LABORATORIES~LDT. 115 HAHN STREET-ELMHURST~IL. 60126-TELEPHONE:(312)832-5658 CLIENT: R i M CONSULTANTS, INC. 9 SEP 82 :DATE SAMPLE: SUSTINA RIVER DEAPTH INTEGATED 6849 : JOB NUMBER PARTICLE SIZE VS. VOLUME (+) AND % OF VOLUME LARGER THAN SIZE <•> GRI~PH -FR0?-1 TO -S~(IF': ? ·-2 0 50 75 100 ! ••••••••••••••• ! ••••••••••••••• ~ ••••••••••••••• ~ ••••••••••••••• ~ .86>+ >+ 1.08>+ >+ ·1.36>+ >+ 1.72> + > + 2.17> + > + 2.73> + .-'" + 3.44> + > + 4.33> + > + 5.46> + > + 6.87> + > + 8.66> + > + 10.91> + > + 13.75> + > + 17.32> + > + 21.83> + > + 27.50> + > + 34.65> + ~ + 4:3.65> + > + 55.00> + > + 6'?. 29> + >+ ~ ••••••••••••••• ! ••••••••••••••• ! ••••••••••••••• ! •••••••••• " ..... ! 0 2.09715E 6 4.19430E 6 6.29146E 6 8.38861E 6 D-9 PARTICLE SIZE ANALYSIS BY ELZONE METHOD -PARTICLE DATA LABORATORIES,LDT. 115 HAHN STREET-ELMHURST,IL. 60126-TELEPHONE:C312)832-5658 CLIENT: R & M CONSULTANTS~ INC. 9 SEP 82 :DATE SAMPLE: SUSTINA RIVER DEAPTH INTEGATED 6849 : JOB NUMBER 8/11/P'J... "TOTAL IN TABULrHION== TOTr!jL COUNT OR 1JOLUME IN r!jNALYSIS TABULATION DATA ID 684~ DATE 9 SEP SIZE-NORMALIZED VOLUME DISTRIBUTION TOTAL =37958937 CHNL SIZE VOLUME 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 3 •t 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 .93 .96 1.00 1. 04 1. 08 1.13 1.17 1.22 1. 26 1..31. 1.36 l. 42 1.47 :l. 53 1.59 1. 65 1. 72 1. 79 1. 86 1. 93 2.00 2.08 2.17 2.25 2.34 2. •t3 2.53 2.63 2.73 2.84 2 .. 95 3.06 3 .. 1.!:1 28 83 132 2710 8325 12435 l.3461 15742 :l8071 21502 26292 32378 37812 46650 54497 65754 84213 107601 122573 146675 186290 213372 246935 3059BO 342995 •H 9729 492249 573849 61 B7~19 6826~56 785169 836380 902038 3.31 1004350 3.44 :1.033747 3. ~)7 115:!894 3.'?1. 1238607 3 .. 86 1305394 4 .. 01 1~186599 CHNL SIZE VOLUME 51. !52 !53 54 55 !56 ~57 58 ~59 .~o 61 .:!, 2 63 6'~ 65 66 67 68 69 70 71 72 73 "74 75 76 77 78 ·~C) I, :30 81 82 83 84 :35 :36 :37 ::38 :39 4.17 1461136 4. 33 :l520464 4.50 1615831 4.68 1716951 4.86 1819602 5.05 1954195 5.25 2037958 5.46 2198857 5.67 2326588 5.89 2469201 6.12 2517390 6.36 2603621 6.61 2697760 6.87 2795345 7.14 2921287 7.42 3138735 7.72 32620!35 8.02 3439966 8.33 3578517 8.66 3773250 9.00 3985998 9.35 4175116 9.72 4400951 10.10 4720822 1. 0. 50 4994368 10.91 5259312 11.34 5592651 11.79 59:1.5794 12.25 6:386353 12.73 6673118 13.23 7060864 13.75 7290997 14.29 7671742 14.85 78761A4 15.43 7874619 16.04 7906484 16.6 7 7~->87280 17.32 8000000 18.00 7928014 D-10 CHNL SIZE VOLUME 90 18.71 7937483 91 19.44 7947236 92 20.21 7853900 93 21.00 7727175 94 21.83 7575461 95 22.68 7281022 96 23.57 7090060 97 24.50 6872016 98 25.46 6659054 99 26.46 6419549 100 27.50 6266254 101 28.58 5990698 102 29.70 5842865 103 30.87 5579647 104 32.08 5327950 105 33.34 5071671 106 34.65 4798201 107 36.01 4543890 108 37.42 4221621 109 38.89 3998038 110 40.41 3737836 111 42.00 3487012 112 43.65 3262757 113 45.36 2854257 114 47.15 2620499 115 49.00 2346607 116 50.92 2132528 117 52.92 1741967 118 55.00 1511037 119 57.16 1.180547 120 59.40 843250 121 61.73 532023 122 64.15 296192 123 66.67 164476 124 69.29 99567 125 72.01 21072 126 74.84 6287 127 77.78 12678 128 80.83 9282