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1987 Quilcene/Dabob Water Quality Project
TECHNICAL REPORT Prepared by Bill Banks Janet L. Welch, R.S. Michael D. Purser In cooperation with Jefferson, County Planning and Building Department and Jefferson County Conservation District June, 1987 For Washington State Department of Ecology TABLE OF CONTENTS INTRODUCTION ,,,,,,,,,,,,,,,,....1 PARAMETERS ,,,,,,,,,,,,,,......1 AMBIENT M0NIT0RING.............,,.,,,,,,~,,~,,,,,,,,,,, 1 Sampling.Design .............................. 1 ' Current Conditions........................... 2 Detecting Change ............................. 3 RECONNAISSANCE MONITORING .............................. 11 - DATA STORAGE ........................................... 11 � GEOLOGY AND SOILS ...................................... 12 REFERENCES............,,.,.,,,,,~,,,,,,,,,,,~,,,,,,,,,, 26 APPENDIX I Marine Water Data. . . . . . . . . . . . . . . . . . . . . . . . .. 27 APPENDIX II Freshmatemr Data ........................... 28 APPENDIX III Marine Water Salinity & Temperature ....... 31 � " |�^ LIST OF TABLES TABLE 1 Freshwater Summary Statistics ................. 5 -7 TABLE 2 Marine Water Summary Statistics........ TABLE 3 Bacterial Loading ............................. LIST OF MAPS MAP 1 Sampling Locations... ...••......•.... MAP 2 Major Drainages ........................ MAP 3 Donovan Creed: Drainage (dry season) .............15 MAP 4 Donovan Creed: Drainage (wet season) ............. 16 MAP 5 Town of Quilcene Drainage (dry season) .......... 17 MAP b Town of quilcene Drainage (wet season) .......... 18 MAP 7 Little Quilcene Drainage (dry season) ........... 19 MAP 8 Tarboo Creed, Drainage ........................... MAP 9 Town of Quilcene Soils .......................... MAP 10 Tarboo Creek — Drainage Soils ..................... MAP 11 Rig Quilcene Drainage Soils ..................... MAP 12 Donovan Creek Drainage Soils .................... MAP 13 Little Quilcene Drainage Soils............ ...... 25 INTRODUCTION This document is a supplement to the QUilcene /Dabob Pays Water Quality Project Report. It is intended to provide detailed information on the methods of data collection, storage and manipulation. As well it contains a more detailed discription of the geology and soils of the area. Appended to this report is the complete marine water and - freshwater data sets. These data sets include sample results from one run done after publication of the draft report and not included in the summary statistics. Another run is anticipated in June that will not be reported here but will be available on the program diskette. These runs were done to maintain the sampling routine in hopes that monitoring can be continued in the project area. PARAMETERS The Primary parameter monitored d concentration of fecal coliform b waters. The organisms are found animals and is used to indicate t contamination. This parameter is the suitability of shellfish beds harvest. It is also used by the water quality of fresh and marine wring the project was the acteria in both fresh, and marine in the gut of all warm blooded he possibility of fecal used nationally to determine for commercial growing and state in setting standards for water. Future sampling routines should consider sampling for other organisms more closely associated with a particular animal species. For instance, during the harbor seal study conducted by Cascadia . Research Collective, several unusual forms of E. coli and Streptococcus were identified in harbor seal fecal samples. Development of species specific indicator organisms would aid in pinpointing sources of contamination in marine waters. other parameters monitored were temperature (fresh and marine waters), salinity (marine waters), and stream flow. Although attempts were made to find correlations amoung parameters, none were found AMBIENT MONITORING SAI"IPLING DESIGN: The ambient monitoring Program was established for both fresh and marine waters. The freshwater program was established so that each station brackete-'d a predominant land use in the drane were monitored (Map 1.) stations and nine marine water stations The marine stations were located with greater Semphasiswplaced on the shellfish closure area in Quilcene lay• conducted at each fresh and marine station at least once Per month with replicate samples taken at all stations. Samples were taken at the surface and stored at temperatures of f4 deg ees C or less from time of collection and w Marine samples were taken during a high ebb tide. Samples taken at DVS ( lower Donovan Creek) were taken at low tide tc __ __. only the freshwater component of the flow. Marine water samples were analyzed at a lab set up for the project using the modified Most Probable Number (MPN) procedure, five tube decimal dilution test with A -1 dehydrated media. Freshwater samples were analyzed at this lab using the membrane filter technique with,MFC dehydrated media. Analytic procedure was as described in Standard Methods for the Examination of Water and Wastewater, using the two hour resuscitation technique. In addition to analysis for fecal coliform concentrations in marine water, salinity and temperature were recorded at each station using a Beckman salinometer Model RS5 -3. The salinity and temperatures at the surface are presented with the sample data. The remainder of the measurements are kept on file at the Jefferson County Planning office. For freshwater stations, temperature and stream flow were recorded at the lowest station of each stream for use in calculating bacterial loading. Flows were measured with a Marsh- McEirney water current meter Model 201 -D. The ambient sampling program was designed to provide a statistical baseline to determine current water quality conditions and to enable future statistical comparisons to determine improvement or decline in water quality. The design of the sampling program was aided by the use of Washington Department of Ecology's Nonpoint Monitoring Program DESIGN algorithm. An attempt was made to maximize the statistical power of the sampling program while staying within budgetary and physical limitations. The sampling design chosen divided the year into a wet and a dry season with three replicate samples taken monthly at each station. Natural variance and measurement errors were estimated from literature and similar studies. Natural variance was estimated to be 00% of the mean and measurement error was estimated to be 100% of the mean. This program lasted one year and subsequent sampling programs were estimated to last for one year. The statistical power of this design to detect a step change of 1 is .50' for a group of three stations. The grouping of three stations is significant because three stations were established in the shellfish closure area in Quilcene Bay and most streams have three established stations. CURRENT CONDITIONS: As a measure of the current water quality conditions, the Geometric Mean Values (GMV's) for each station were determined for the wet season, dry season, and the year as a whole (Tables 1,2). The geometric mean value is used to normalize the data (organisms grow geometrically.) For marine counts (using the MPN method) when no possitive tubes were observed a count of zero was recorded, although Standard Methods lists such cases as U.S. Also, even though the numbers derived using the MPN method are in fact statistics, they have been treated here as numerical counts. The GMV's were obtained by first adding 1 to each count to allow the logarithmic transformation of very low and zero counts. The counts were then transformed to their natural logarithm (ln x), IPA these were then added and the sum was divided by the number of counts. This average was then retransformed (e,` >c) and i was subtracted yielding the GMV. Data were summarized by first obtaining the GMV of the replicate samples then obtaining the GMV of the replicate GMV's for each station. Taking the average of averages was done to avoid weighting sample runs where more replicates were taken. The varying number of replicates was primarily due to limited lab capacity. Daily bacterial loading was calculated by multiplying the daily volume of flow by the number of organisms Per volume. These numbers are reported (Table 3) in billions of organisms per day. DETECTING CHAhaGE: The coefficient of variation was determined for each station to be used as a measure of the natural variance and the coefficient of variance of the replicate samples was determined as a measure of the measurement error. The coefficient of variation for each station is calculated by dividing the standard deviation of the log transformed data by the mean of the log transformed data. The average coefficient of variation of the replicates is calculated by finding the coefficient of variation of each set of replicates then finding the arithmetic average of the COV's of all sets. The actual natural variance of the marine stations was about 95% as measured by the coefficient of variance (COV) and the measurment error as measured by the COV of replicate samples was about 10 %. These lower than expected variances yield a statistical power of .656 for the current one year program. This means that if the sampling program can be repeated for one year and the question is, "Has a doubling or halving of the geometric mean value of closure area samples occured ? ", then the probability of saying there is a change when in fact none has occured (type I error) would be 10%. The probability of saying there is no change when in fact a change has occured (type II error) is 33%. A point to note is the extremely low variance of the replicate samples (10 %). The limited lab capacity (max. =17 marine samples at one time) available for this project might have been better utilized had more stations been established and fewer replicates taken. Additional years of sampling would obviously increase the statistical power of the program also. The coefficient of variance can also be used to develop confidence intervals for the GMV's. For example, the 95% confidence interval for the marine station Q1 (with a GMV =9.1) is 6.7 -11.5 and for station Q5 (with a GMV =0.7) the 95% confidence interval is 0.2 -1.3. L3 BO- BIG OUILCENE LO- LITTLE OUILCENE LL- LELAND DV- DONOVAN TB- TARBOO Cy- COYLE CD- CEMETERY DRAIN Port Towns PROJECT AREA Jefferson Co. Map 1 // 0 `S eattle Hood Canal A ( (( 4 COEF OF VARIANCE OF REPLICATES = 5.70149 Table 1 FECAL COLIFORM BACTERIA COUNTS /STATION (FC organisms /100m1) Totals TB1 TB2 FECAL COLIFORM BACTERIA COUNTS /STATION (FC organisms /100m1) CY1 TB1 TB2 TB3 CY1 07/17/86 07/28/86 1490.0 629.8 203.5 07/28/86 08/11/66 302.2 203.5 122.0 08/11/86 110.2 211.0 122.0 97.0 09/03/66 440.0 21200.0 91.0 151.0 - 10/01 /86 10/13/86 52.0 = 30.0 20.0 10/13/86 52.0 7000.0 56.0 8.0 10/27/86 180.0 162.0 165.6 14.0 11/13/86 212.5 124.1 45.7 11.7 11/25/86 23.0 23.0 35.4 4.5 12/16/86 6.9 96.0 88.2 1.9 01/08/87 3.5 7.1 13.0 2.3 01/30/87 4.2 34.7 52.9 5.5 03/09/87 7.8 9.8 61.0 1.8 04/02/87 21.9 400.0 24.5 300.0 04/28/87 13.0 142.0 303.0 16.4 ------------------------------------------------------ GMV /STA 31.2 194.6 77.5 - - - - -- 14.4 COEF /VAR 43.2 41.2 22.4 53.4 N /STA 20 20 31 23 > 100 25.0 55.0 38.7 8.7 COEF OF VARIANCE OF REPLICATES = 5.70149 L� 1/ Dry Season FECAL COLIFORM BACTERIA COUNTS /STATION (FC organisms /100m1) TB1 TB2 TB3 CY1 07/17/86 212.5 1490.0 629.8 11.7 07/28/86 23.0 302.2 203.5 4.5 08/11/66 110.2 211.0 122.0 97.0 09/03/86 440.0 21200.0 91.0 151.0 10/01/86 4.2 34.7 30.0 20.0 10/13/86 52.0 7000.0 56.0 8.0 10/27/.86 180.0 162.0 165.6 14.0 04/02/87 21.9 400.0 24.5 300.0 04/28/87 13.0 142.0 303.0 16.4 --- ---------------------------------------- GMV /STA 72.0 776.1 114.7 --------------- 40.8 COEF /VAR 27.6 - 26.3 21.0 33.5 N /STA 9 9 16 8 > 100 33.3 100.0 68.8 25.0 COEF OF VARIANCE OF REPLICATES = .577263 L� 1/ Wet Season FECAL COLIFORM BACTERIA COUNTS /STATION (FC organisms /100m1) TB1 TB2 TB3 CY1 11/13/86 212.5 124.1 45.7 11.7 11/25/86 23.0 23.0 35.4 4.5 12/16/86 6.9 96.0 88.2 1.9 01/08/87 3.5 7.1 13.0 2.3 01/30/87 4.2 34.7 52.9 5.5 03/09/97 7.8 9.8 61.0 1.8 GMV /STA 13.2 30.1 42.8 3.8 COEF /VAR 49.9 29.7 15.3 34.2 N /STA 11 11 15 15 > 100 18.2 18.2 6.7 0.0 COEF OF VARIANCE OF REPLICATES = 12.1068 L� 1/ COEF OF VARIANCE OF REPLICATES = 16.3663 Table 1 (cont] FECAL COLIFORM BACTERIA COUNTS /STATION FECAL COLIFORM BACTERIA COUNTS Totals (FC organisms /100m1) L03 DVI DV2 BQ2 .BQ1 FECAL COLIFORM BACTERIA COUNTS /STATION (FC organisms /100m1) DV1 DV2 15.0 BQ1 BQ2 BQ3 L01 0.0 LQ2 28.0 LQ3 33.0 15.0 1110.0 07/17/86 510.0 6.0 5.0 17.0 3.0 46.0 23.0 233.3 8.4 x 510.0 07/28/86 350.0 4.0 7.0 86.0 33.0 36.0 17.0 350.0 08/11/86 3.0 0.0 5.0 14.0 33.0 16.0 74.0 1.4 16.0 09/03/86 91.0 10/13/86 0.4 8.0 21.0 29.0 3.0 165.0 10/01/86 3.0 0.4 0.4 11.0 1.4 16.0 1.0 41.0 10/13/86 5.0 8.0 21.0 29.0 11.0 62.0 8.0 240.0 10/27/66 5.0 5.9 142.0 3.0 9.5 23.5 1.2 28.8 15.8 11/13/86 3.0 2.0 2.0 7.0 8.0 6.5 10.0 51.8 11/25/86 0.0 11.0 4.8 1.0 3.5 2.4 10.4 12 12/16/66 0.0 0.7 0.8 2.0 1.0 4.5 11.2 63.8 01/06/87 1.4 0.4 0.6 3.6 2.5 4.6 16.9 1 ='•7 '�' 01/30/87 0.4 0.4 0.4 2.0 3. 6 6.3 7.5 ��• 02/02/87 0.0 1.0 0.4 14.7 7.0 3.0 3.9 26.9 03/09/87 0.0 0.4 0.0 0.4 0.0 1.2 2.9 04/02/87 1.0 1.4 4.7 7.0 10.2 .0 374.0 04/28/87 0.0 _________ ------ GMV /STA 1.0----- 1.0 2.4---- 2.4 -3.6 -- --------------------- 3.6 6.6 6.4 ------------------------ 13'9 43.2 5.. 354 88.1 31.7. COEF /VAR 105.4 62.0 87.6 64.0 49.5 22 24 N /STA 19 23 0.0 29 6.9 23 0.0 0.0 6.5 0.0 29.2 % > 100 0.0 COEF OF VARIANCE OF REPLICATES = 16.3663 COEF OF VARIANCE OF REPLICATES = 8.60865 Dry Season FECAL COLIFORM BACTERIA COUNTS /STATION FECAL COLIFORM BACTERIA COUNTS /STATION (FC organisms /100m1) L03 DVI DV2 BQ2 .BQ1 B02 BQ3 17.0 LQ1 0.0 LQ2 28.0 33.0 15.0 1110.0 07/17/86 142.0 6.0 5.0 3.0 46.0 23.0 233.3 8.4 510.0 07/28/86 2.0 4.8 4.0 7.0 86.0 33.0 38.0 17.0 350.0 08/11/66 09/03/86 3.0 0.0 5.0 14.0 33.0 16.0 74.0 3,0 165.0 10/01/86 3.0 0.4 0.4 11.0 1.4 16.0 1.0 91.0 10/13/86 0.4 8.0 21.0 29.0 11.0 62.0 8.0 240.0 10/27/86 5.0 0.4 0.0 0.4 0.0 1.4 2.9 9.4 04/02/87 0.0 1.4 4.7 7.0 10.2 3.0 374.0 04/28/67 0.0 1.0 4.2 5.6 31.6 7.2 30.6 28.8 15.8 COEF /VAR - - - - -- GMV /STA --- ------------------------ 1.1 2.8 4.3 10.9 8.9 ---------- 29.2 37.8 5.5 3819 201.8 2119 COEF /VAR 101.6 52.6 66.7 62.3 51.2 12 > 100 0.0 N /STA 8 11 12 0.0 10 0.0 10 0.0 16.7 0.0 63.6 > 100 0.0 0.0 COEF OF VARIANCE OF REPLICATES = 8.60865 COEF OF VARIANCE OF REPLICATES = 25.1113 2 Wet Season FECAL COLIFORM BACTERIA COUNTS /STATION (FC organisms /100m1) DV1 DV2 B01 BQ2 BQ3 L01 LQ2 9.5 L03 23.5 1.2 11/13/86 5.0 5.9 142.0 3.0 7.0 8.0 6.5 10.0 51 11/25/86 3.0 2.0 2.0 4.8 1.0 3.5 2.4 10.4 1� .0 12/16/86 0.0 11.0 0.8 2.0 1.0 4.5 11.2 63.8 01/06/87 0.0 0.7 0.6 3.6 2.5 4.6 16.9 22.7 01/30/87 1.4 0.4 0.4 2.0 3.6 6.3 7.5 22.5 02/02/87 0.4 0.4 0.4 14.7 7.0 3.0 3.9 26.9 03/09/87 0.0 1.0 ------ GMV /STA - - - -0.9 - - - -1.9 - - - -` 9 ----- 2. ----------- 3.6 4.2 5.6 31.6 7.2 30.6 28.8 15.8 COEF /VAR 108.1 72.8 112.8 42.3 33.1 19 13 13 N /STA 11 12 17 11.8 13 0.0 12 0.0 0.0 0.0 0.0 > 100 0.0 0.0 COEF OF VARIANCE OF REPLICATES = 25.1113 2 COEF OF VARIANCE OF REPLICATES = 10.3728 Table 1 (cont) FECAL COLIFORM BACTERIA COUNTS/STATION (FC organisms /100m1) Totals FECAL COLIFORM BACTERIA COUNTS /STATION (1 organisms /1CD31> 07/17/66 LL1 LL2 LL3 CD1 CD2 12.0 07/17/86 154.0 48.0 32.0 97.0 09/03/86 26.0 07/28/86 66.0 12.0 20.0 9.0 97.0 123.0 300.0 4560.0 08/11/86 21.0 20.0 43.0 240.0 310.0 35000.0 09/03/66 26.0 2.9 ---- -------- 8.3 COEF /VAR 04/28/87 2.9 10/01/86 8.0 120.0 17.2 - -- - -- 13.5 0.0 51000.0 10/13/86 6.0 3.0 N /STA 11 10 9 10/27/86 36.0 20.0 =39.0 11/13/86 2.2 5.5 17.0 10.0 12.1 0.0 139.6 181.0 11/25/66 13.0 6.9 0.9 8.0 10.0 1 8.6 12/16/86 01/06/87 4.3 5.0 3.6 2.5 238.3 270.0 01/30/87 8.0 13.0 9.8 4.5 92.0 68.5 131.6 69.0 02/02/87 13.0 11.0 15.5 4.9 3.5 12.5 118.9 - 87.7 03/09/87 7.5 2.9 4.9 0.4 3.9 3.5 349.0 1000.0 04/02/87 04/28/87 2.9 6.0 1.2 4.9 133.0 561.3 - - - - GMV/STA ---- ------------------ 11.6 ----- ---- 9.9 ---- 12.0 11.1 ----- 80.8 38.4 --- - - 844.2 33.9 COEF /VAR 41.3 45.8 38.7 54.7 N /STA 24 242 030 157 6181 8174 > 100 4.2 COEF OF VARIANCE OF REPLICATES = 10.3728 COEF OF VARIANCE OF REPLICATES = 10.7436 Dr- Season FECAL COLIFORM BACTERIA COUNTS/STATION (FC organisms /100m1) LLI LL1 LL2 11/13/86 07/17/66 154.0 46.0 32.0 07/28/86 66.0 12.0 9.0 08/11/86 21.0 20.0 97.0 09/03/86 26.0 20.0 43.0 10/01/86 8.0 123.0 02/02/87 10/13/86 6.0 15.5 03/09/87 10/27/86 36.0 20.0 39.9 04/02/87 2.9 ---- -------- 8.3 COEF /VAR 04/28/87 2.9 6.0 1.2 --------------- GMV /STA 17.2 - -- - -- 13.5 17.0 COEF /VAR 41.7 46.7 43.5 N /STA 11 10 9 > 100 9.1 10.0 0.0 COEF OF VARIANCE OF REPLICATES = 10.7436 COEF OF VARIANCE OF REPLICATES = 15.2485 C� Wet Season FECAL COLIFORM BACTERIA COUNTS /STATION (FC organisms /100m1) LLI LL2 11/13/86 2.2 5.5 10.0 11/25/86 13.0 17.0 12.1 12/16/86 6.9 0.9 8.0 01/06/87 4.3 5.0 3.6 01/30/87 8.0 13.0 9.8 02/02/87 13.0 11.0 15.5 03/09/87 7.5 4.9 4.9 --- ___ GMV /STA-------- 6.9--- - -6.5- ---- -------- 8.3 COEF /VAR 23.6 34.4 18.5 N /STA 13 14 14 > 100 0.0 0.0 0.0 COEF OF VARIANCE OF REPLICATES = 15.2485 C� Table 2 0 Dry Season D1 D2 D3 D4 07/02/86 23.0 0.0 0.0 08/13/86 0.7 0.0 0.0 0.0 10/07/86 0.0 0.0 2.0 0.0 10/23/86 0.0 0.0 0.0 0.0 04/01/87 0.7 0.0 0.0 0.0 04/23/87 0.0 0.0 0.0 0.0 ------------- GMV/STA - - - - -- 1.0 0.0 0. 2 0.0 COEF /VAR 159.9 0.0 223.6 0.0 N /STA 12 6 6 5 > 43 0.0 0.0 0.0 0.0 COEF OF VARIANCE OF REPLICATES 8.69565 Wet Season D1 D2 D3 D4 11/06/86 0.0 0.0 0.0 0.0 11/24/86 0.0 0.0 0.0 4.5 12/18/86 0.0 2.0 0.0 0.0 02/03/87 1.3 0.0 ------------------------------------ GMV /STA 0.2 0.3 0.0 0.8 COEF /VAR 173.2 173.2 0.3 141.3 /STA > 43 9 0.0 6 0.0 0.0 N 0.0 COEF OF VARIANCE OF REPLICATES = 7.14286 Totals D1 D2 D3 D4 07/02/86 23.0 0.0 0.0 08/13/86 0.7 0..0 0.0 0.0 10/07/86 0.0 0.0 2.0 0.0 10/23/86 0.0 0.0 0.0 0.0 11/06/86 0.0 0.0 0.0 0.0 11/24/86 0.0 0.0 0.0 4.5 12/18/86 0.0 2.0 0.0 02/03/87 1.3 0.0 0.0 04/01/87 0.7 0.0 0.0 04/23/87 0.0 0.0 - -- 0.0 0.0 GMV /STA --------------- - -- 0.7 0.1 0.1 0.2 COEF /VAR 184.1 300.0 282.8 264.6 N /STA 21 0.0 12 0.0 9 0.0 8 0.0 > 43 COEF OF VARIANCE OF REPLICATES = 8.10811 0 Table 2 (cont) Dry Season 0 Q1 cry Q3 Q4 Q5 07/02/86 11.0 0.0.0.0 07/11/e6 79.0 13.0 222.0 0.0 8.0 08/13/86 4.5 0.0 5.5 1.9 0.0 10/07/86 318.0 27.6 1.3 22.0 0.0 10/23/86 17.2 3.1 6.9 0.0 0.0 04/01/87 1.1 11.4 1.5 4.2 0.0 04/23/87 0.0 0.0 3.3 0.0 0.0 GMV /STA 1.0 3.1 4.1 1.7 0.4 COEF /VAR 72.6 94.3 45.8 107.6 223.6 N /STA 15 14 16 10 7 43 26.7 0.0 0.0 0.0 0.0 COEF OF VARIANCE OF REPLICATES 11.5788 Wet Season Q1 Q2 Q3 Q4 Q5 11/06/86 9.4 79.0 148.7 130.0 4.5 11/24/86 67.4 74.4 8.3 18.8 6.0 12/18/86 1.5 1.3 2.9 4.5 0.0 01 /08/87 2.0 6.2 0.0 0.0 0.0 02/03/87 2.1 3.4 2.1 4.1 0.0 GMV /STA 6.0 12.5 6.0 8.4 1.1 COEF /VAR 64.0 56.7 86.8 72.4 122.9 N /STA 15 12 13 9 9 :• 43 20.0 33.3. 15.4 11.1 0.0 COEF OF VARIANCE OF REPLICATES = 21.4945 Totals Q 1 Q2 Q3 Q4 Q5 07/02/86 11.0 0.0 2.0 2.0 07/11/86 79.0 13.0 22.0 0.0 8.0 08/13/86 4.5 0.0 5.5 1.9 0.0 10/07/86 318.0 27.6 1.3 22.0 0.0 10/23/86 17.2 3.1 6.9 0.0 0.0 11/06/86 9.4 79.0 148.7 130.0 4.5 11/24/86 67.4 74.4 8.3 18.8 6.0 12/18/86 1.5 1.3 2.9 4.5 0.0 01/08/87 2.0 6.2 0.0 0.0 0.0 02/03/87 2.1 3.4 2.1 4.1 0.0 04/01/87 1.1 11.4 .1.5 4.2 0.0 04/23/87 0.0 0.0 3.3 0.0 0.0 GMV /STA _ _ 9.1 5.8 4.8 3.5 0.7 COEF /VAR 72.1 79.2 70.4 96.7 164.5 N /STA 30 26 29 19 16 % > 43 23.3 15.4 6.9 5.3 0.0 COEF OF VARIANCE OF REPLICATES = 15.7804 0 Table 3 FECAL COLIFORM BACTERIAL LOADING (FC ORGANISMS /DAY x 10 ^9) DATE LL3 LQ-2 LQ3 BQ3 DV2 CD3 TB3 CY 1 07/17/86 0.6 8.3 10.6 18.8 9.6 31.0 07/28/86 0.2 7.2 75.2 3.5 4.4 9.6 08/11/86 2.3 6.6 11.0 6.3 2.6 5.6 09/03/86 0.3 2.7 16.6 8.6 3.0 10/01 /86 1.4 1.8 0.3 10/13/86 0.2 2.8 0.3 .0.8 2.8 10/27/86 2.7 2.1 24.5 56.5 3.0 16.8 0.3 11/13/86 0.4 2.0 5.7 69.5 .4.8 0.4 11/25/86 5.2 '16.3 .17.1 27.1 .3.2 7.1 0.2 12/16/86 1.0 1.4 1.2 12.1 0.7 12.1 0.1 01/06/87 4.2 1.6 •13.2 14.5 .21.7 18.9 2.8 0.3 01/30/87 20.0 9.9 28.1 .10.9 .14.8 14.0 26.8 _1.6 02/02/87 45. 9 26.9 • 66. 4 .7.3 - 18. 9 7.7 03/09/87 4.3 22.2 .12.2 7.1 23.2 5.4 22.5 0.4 04/02/87 .0.9 .0.0 .1.7 0.0 0.6 19.4 2.8 15.1 04/28/87 0.1 5.1 8.6 4.8 -16.7 9.1 20.3 0.5. 10 RECONNAISSANCE MONITORING Reconnaissance monitoring was conducted in each of the drainage areas (Map 2). This information is compiled on drainage area maps (Maps 3-8). It represents a detailed snapshot of a particular drainage on a given day and is useful in providing visual correlation between land use, soils, animals, septic systems and the mater quality on the day of the survey. A description of the survey technique and results can be found in t A detailed port of results can be the project report. more r� found in Animal Survetj and Bacteriological Water Sampling Results prepared by Michael Purser for the Jefferson County Conservation District, 1987. DATA STORAGE Data and program files were stored on Radio Shack 8" floppy disks. Programs were mriten in BASIC for a Radio Shack Model 12 computer. The disk contains 3 program files (stored in ASCII format) and 3 direct access data files. The program file "WATERIN/TXT" is used to access the data files for additions, deletions, and corrections. Two programs are also included to provide summary statistics, one for freshwater ("MEANS/TXT") and one for marine mater ("MMEANS/TXT"). These two programs calculate and print out the geometric mean value (GMV) of replicates for each selected station for each selected date and the GMV, coefficient of variation, total number of samples, and the % of samples with counts greater than 100 (43 for marine) for each selected station for all selected dates. The average coefficient of variation for all replicate samples for all stations and dates is also shown. The freshwater program also calculates and prints out the daily bacterial loading for each ' h station for each date. The loadings are shown in billions of fecal coliform organisms per day. Zeros will appear where no flow was recorded or where a zero count was recorded. Care should be used to distinguish the difference. Following are step-by-step instructions for using the disk. Turn computer and printer on and insert disk. When prompted enter _ date. When prompted enter time (optional). The BASIC interpreter will automatically be loaded and when READY and the cursor appear, any of the program files may be loaded. To access the data files load WATERIN/TXT. To load type L0AD"WATERIN/TXT" and <enter> then type RUN and <enter>, the program menu will appear. Select the desired routine (e.g. print out freshwater type ^ype F0 and <enter>, select hard copy or screen type H or S and <enter>, select one station or all stations type 8Q2 or A and <enter>. The entire file for the selected station or all stations will be printed out on the screen and the printer if selected. Type C and <enter> to return the menu, type E and <enter> to end the session. There is a data file editing routine in the WATERIN/TXT program" but before using it, it is necessary to have a print out of the complete data file showing the record number for each file entry. 11 This can be done by inclUdiT19 an ext --i P'r Cgr =-m 1. ine pr?or to running WATERIN /TXT. After .loading the program but before running enter one or all of the following line =_. 2134 IF X1a = "H" THEN LPP.INT K2:'; (marine water data) 5154 IF Z71-$="H" THEN LPRINT K5; (freshwater data) 62'65 IF F3$-="Y" THEN LPRINT K-13; (weather data) Then run the program and use the FO, May, or WO routines to print out the entire data file. To get printouts of the summary statistics type either LOAD "MEANS /TXT" (freshwater) or LOAD "MMEANS /TXT" (marine water) and < enter: then type RUN and < enter' . The programs will first prompt for a list of dates to be summarised and then for a list of stations. These programs take a considerable amount of time to run (to estimate minutes of running time for a freshwater summary multiply #Dates X #Stations X 1.2). If more than 8 stations are to be summarized at one time, paper wider than the standard 8" should be used. GEOLOGY AND SOILS The geology of the area includes tertiary basalt along south and west boundaries and tertiary sandstone and shale between the Little Quilcene River and Donovan Creep, and along the west side of the Tarboo valley. The ridge east and west of the Tarboo valley and down Bolton and Toandos peninsulas consist of a smearing of lodgement till from Frazier glaciation (appro.... 10- 20,000 years ago) on top of older undifferentiated glacial deposits. Advance outwash (sand €r gravel) deposits underlie the till smearing on the Toandos peninsula. The uplands immediately south and west of Quilcene proper and most of the Tarboo Valley bottom consist of recessional outwash deposits from the Frazier glaciation. Finally, the area adjacent to the bay from south of the Big Quilcene River mouth to the east slope of Donovan Valley and up the Big Quilcene, Little Quilcene, Leland, and Donovan floodplains consist of recent alluvium with a wide range of particle sires. The sedimentary and volcanic rocks of this area as well as the lodgement till are generally considered to be impermeable. The outwash and recent alluvial units are predominantly sand and gravel with localized silt, clay, and peat deposits and are considered permeable. , The dominant soil on the basalt is Olete series where _bedrock is about ' below surface. The well drained Cathcart series dominates in the sandstone area with bedrock: at :4 -40 inches. Alderwood series dominate the area underlain by the lodgement till, a weakly cemented layer existing at 20 -40 inches. The outwash deposits yield Cassolary (deep, coarse - textured) and the Hoodsport and Swantown series; the latter two having formed in shallow sand and gravel over compact glacial till at 18 -36 inches. - 12 Recent aIluvial deposits in the valle� bottoms and around 0uilcene Bay have yielded peat and muck soils and silt loams of Belfast, Wapato and Lummi series. Due to topographic position, nearly level slopes and fine-textured soils, seasonal high mater tables occur at depths from 0-2 feet below ground surface. for septic system drainfields have been ) to facilitate planning for residential mapped — development in the project area. The maps were compiled from information in the and from feild observations. The map:, snuu^" be used only for planning purposes. Due to the scale of mapping, inclusions within mapping units, and other variations in soil properties within a soil series or type, the information presented should not be the basis for approval or disapproval of individual septic system permits. Soils in the drainage basins concerned were grouped into five classifications based on interpretation of soil properties for limitations affecting installation of standard septic systems. The following classifications of limitations were used: _ 1 Severe; seasonal high mater table at 0-18" below ground surface, may also be subject to annual flooding; 1A Severe; seasonal high mater table at 18-36" below ground surface, usually associated with very slow, slow, or moderately slow permeability in shallow subsoil horizons; 2 Severe; "hardpan" or impervious bedrock within 36", usually associated with seasonal high water table at 18-36" below ground surface; 3 Severe; very slow, slow or moderately slow permeability in shallow subsoil horizons, no seasonal high mater table noted although seasonal saturation can occur in horizons from 0-36" below the ground surface; NS Non-severe. These are classifications for the soil only. The site may produce further limitations for septic system installation such as excessive slope gradient or nearness to a stream, lake, or bay. Finally these classifications are for standard septic systems and are not intended to exclude installation of "designed" or alternative systems. The soil series included in each classification are: 1 Some Belfast soils, Lummi, McMurry, Mulkiteo, Semiahmoo, Snohomish, Swantomn, and Wapato; generally fine textured or organic soils along small streams an d around Ouilcene Bay. 1A Casey, Dabob, Hoodsport, and Kitsap. 2 Aldermood, Beausite, Cathcart, 0lete, quilcene, and Sinclair. 3 Some Belfast, CassolarY. NS Some Belfast, Everett, Grove, and Indianola. 13 Map 2 MAJOR DRAINAGE AREAS Little Quilcene Drai age �C .Drainage _gig Quilcene � Town of Quilcene ill 's • 0 . Map 3 • r DONOVAN CREEK ' us 101 North us got South DRAINAGE - • i�'i •' YwJtL • •. Dry Season • • DUM • 10 380 • 220 Soo- ;Y • • QUILCENE 15 BAY M Map 4 , • ' f • r • DONOVAN CREEK ; 0 DRAINAGE s Wet Season • ' 118106• • bb • • • e - ' •' • 2 ' • • 31 ' • • 9 • • • • • • o • ' 19 • • co • • Qo • • 40 • • • CTee • • Q 36 tom • 32 t • 56 569 ' S5 27 ouiLCENE BAY 16 D 4 O w map o Town of QUILCENE DRAINAGE AREA r r 0 1 1 mile 1 n • Dry Season jr 9 a s .L N-% • • •••• 4 i • • • 94 --► • • • 40-- -� • • 66 f "\ 780 710 • 57 �•,�•r•, 90 9 770 C 440 ?2 • 6 120 TNTC 1 O • • • 27-� e� ` •�• a% Q W LCENE BA. I • 0 * 00 0 0 0 00 0 * 0 0 • • • • • • r r r_ 0 A • J% 8�9CP Map 6 Town of QUILCENE DRAINAGE AREA L 1 mile Wet Season _ d n o. o — m m 4 'o • 4�D�t�h 40C--*v' •• • 28 280 • 6 12 3 ' 9 4 Cemel O 220 R 280 18 Q UILCENE BAY L ITT DF I Map 7 us 101 ' North 19 • • • • • • • • • • • • • •• a LITT 91 L 1 n Map 7 us 101 North iD • • • • • • • • Map 8 To CYlloeo* Map 9 21 • ' �. Map 10 J 3 ,. NS TARBOO CREEK •. •' DRAINAGE ' 1 mile t 2 •, N e 2 •. o •. .•' j •' r� 2 1A ; 2 •''' • ' 2 # • •j 2 • 1A • • e � s o a 1 • C cc • • o • U a � O 2 c • • 2 3 3 • �Ng. \/ 2 1A - ' •� 3 N • S ..• 2 22 1 OABOB BAT, Z North Map 11 us 101 NSA-• _ • '�! NS 2 t °e� • • R % ~ g19 Ouiice ^e • 1 2 ��• 2 / 3 2 l� `NS LEAST RORTIONI_ BIG QUILCENE DRAINAGE _ I mile _ • • • • • • • • • 101 • • South 23 Map 12 0 • 04 • f1 � • i 2 • • _ DONOVAN CREEK •.' DRAINAGE \' ` • 000 • • 2 ` ' J 1 mile � • • • • • • 2 • 1 • • 1A • 2 • • 2 • , ro • o 2 • c • 2 • • 1 • • .0 gek • • Oro tpcn • • P • • �P 1A 1A , . • NS 00 0 0 00 1 ' QUILCENE BAY 24 0 0 e� • • •e e LI_TT Imi 1 1 n Map 13 us 101 North Lu REFERENCES ' American Public Health Association, 197= . � 15`" `-°. Washington ~ _-' Calambokidis, J. and McLaughling B., 1987. Harbor Seal Populations and Their Contributions to Fecal Coliform "=..=.="" ^.^.`= and Washington Department of Ec"^"g=^ Conquest, L. Personal communication. Environmental Statistics, University of Washington, 1987. ` Grimst d P and Carson, R u 1981 Resources of Eastern Jefferson County, WA. Water Supply Bulletin No. 54, Washington State Department of Ecology. Horner, R., 1986. , Washington State Department of Ecology. Hogg, R. V. and Craig, A. T., 1970, Introduction to Mathmatical - Statistics, 3rd Ed., Macmillan Co. McCreary, F. R. 1975. Soil SurveU of Jefferson County Area, - - WA. USDA Soil Conservation Service. Purser, M. D. 1987. Animal Survew and Bacteriological Water Samplinq Results-in the Quilcene/Dabob Water Quality Study Area, ----' - Jefferson County Conservation District. USDA Soil Conservation Service, 1975, Soil SurveU of Jefferson County Area, Washington. ' Yamane, T. 1967. Elementary Sampling Prentice-Hall. . 26. STATION Appendix I COUNT TEnP SALINITY 100 12/18/86 Q4 4.S 3.B 27.3 D1 23.0 18.0 29.2 101 12/18/86 05 0 4.5 29.9 D2 0.0 17.1 29.7 102 12/18/86 05 0 4.5 29.9 D3 0.0 16.8 29.6 103 12/18/86 Dl 0 5.1 31.0 al 11.0 17.8 24.2 104 12/18/86 D1 0 5.1 31.0 Q2 0.0 17.6 22.9 105 32 /18 /Bb D2 2.0 4.6 30.1 03 2.0 N/A N/A 106 12/18/86 D3 0 4.7 30.0 Q4 2.0 17.0 N/A 107 12/18/86 D4 r 0 4.2 29.8 01 79.0 14.6 28.1 108 01/08/ 07 01 7.8. 2.8 14.5 Q2 13.0 16.0 N/A 109 01/08/87 Q1 2.0 2.8 14.5 Q3 27.0 16.9 27.9 110 01/08/87 01 0.0 2.8 14.5 03 23.0 16.9 27.9 111 01/08/87 02 7.8 5.2 27.5 Q3 17.0 16.9 27.9 112 01/08/87 02 4.5 5.2 27.5 04 0.0 16.5 29.5 113 01/08/87 Q2 6.8 5.2 27.5 05 8.0 16.5 29.1 114 01/08/87 Q3 0.0 4.4 18.8 Q1 4.5 21.2 26.9 115 01/08/87 03 0.0 4.4 18.8 02 0.0 21.2 28.0 116 01/08/87 Q3 0.0 4.4 18.8 03 2.0 20.9 19.9 117 01/08/87 Q4 0.0 4.3 27.2 03 13.0 20.9 19.9 118 01/08/87 04 0.0 4.3 27.2 04 1.8 20.8 29.9 119 01/08/87 05 0.0 4.9 28.5 04 2.0 20.8 29.9 120 01/08/87 05 0.0 4.9 28.5 05 0.0 21.0 29.7 121 02/03/87 D1 0 5.6 27.6 05 0.0 21.0 29.7 122 02/03/87 D1 4.5 5.6 27.6 D1 2.0 20.4 30.6 123 02/03/87 D2 0 5.3 28.2 D1 0.0 20.4 30.6 124 02/03/87 D2 0 5.3 28.2 D2 0.0 20.9 30.1 125 02/03/87 01 0 3.6 7.4 D3 0.0 21.0 30.6 126 02/03/97 QI 4.5 3.6 7.4 D4 0.0 21.3 31.4 127 02/03/87 01 4.5 3.6 7.4 02 0.0 21.2 28.0 128 02/03/97 02 4.0 3.2 22.7 Q1 350.0 10.7 28.6 129 02/03/87 02 4.5 3.2 22.7 QI 540.0 10.7 28.6 130 02/03/87 Q2 2.0 3.2 22.7 01 170.0 10.7 28.6 131 02/03/87 03 4.5 4.2 4.6 02 3.0 9.7 24.4 132 02/03/87 03 4.5 4.2 4.6 02 33.2 9.7 24.4 133 02/03/87 03 0 4.2 4.6 03 4.5 11.0 30.9 134 02/03/87 Q4 2.0 4.6 22.7 Q3 0.0 11.0 30.9 135 02/03/87 Q4 7.8 4.6 22.7 04 22.0 11.9 30.1 136 02/03/87 05 0 5.2 27.5 05 0.0 12.6 30.0 137 02103/87 05 0 5.2 27.5 DI 0.0 16.6_ 31.8 138 04/01/87 01 2 7.3 .2 D1 0.0 16.6 31.8 139 04/01/87 Q1 0 7.3 .2 D1 0.0 16.6 31.8 140 04/01/87 01 2 7.3 .2 D2 0.0 9.7 32.1 141 04/01/87 02 7.8 8.2 22.6 D3 2.0 10.1 32.1 142 04/01/87 02 11 8.2 22.6 D4 0.0 11.4 31.4 143 04/01/87 Q2, 17 8.2 22.6 D1 0.0 9.1 30.5 144 04/01/87 03 2 8.4 25.7 DI 0.0 9.1 30.5 145 04/01/87 03 4.5 8.4 25.7 D2 0.0 9.1 30.8 146 04/01/87 03 0 8.4 25.7 D3 0.0 9.9 30.8 147 04/01/87 Q4 4 8.7 26.8 D4 0.0 9.8 30.5 148 04/01/87 04 4.5 8.7 26.8 00 23.0 8.3 29.0 149 04/01/87 05 0 8.6 28.4 Q1 13.0 8.3 29.0 150 04/01/87 DI 0 8.6 28.4 Q1 17.0 8.3 29.0 151 04/01/87 DI 1.8 8.6 28.4 Q1 23.0 8.3 29.0 152 04/01/87 D2 0 8.4 29.2 Q2 4.5 9.2 29.4 153 04/01/87 D3 0 9.0 29.0 Q2 2.0 9.2 29.4 154 04/01/87 D4 0 8.6 27.9 03 7.8 9.2 29.4 155 04/23/87 Dl 0.0 9.5 31.8 03 6.1 9.2 29.4 156 04/23/87 D1 0.0 9.5 31.8 Q4 0.0 9.3 30.2 157 04/23/87 D2 0.0 9.4 31.8 Q5 0.0 9.8 29.6 158 04/23/87 D3 0.0 8.8 32.0 111 0.0 8.4 31.3 159 04/23/87 D4 0.0 11.0 31.3 D1 0.0 _ 8.4 31.3 160 04/23/87 01 0.0 15.8 4.3 DS 0.0 8.4 31.3 161 04/23/87 01 0.0 15.8 4.3 D2 0.0 8.8 31.5 162 163 04/23/87 04/23/87 Ql 02 0.0 0.0 15.8 11.8 4.3 16.4 D2 0.0 8.8 31.5 164 04/23/87 02 0.% 11.8 16.4 D3 0.0 8.6 30.9 165 04/23/87 02 0.0 11.8 16.4 D4 0.0 8.5 31.9 166 04/23/87 03 2.0 10.0 19.7 al 6.8 8.2 31.1 167 04/23/87 03 2.0 10.0 19.7 Q1 11.0 8.2 31.1 168 04/23/87 03 7.B 10.0 19.7 Q1 11.0 8.2 31.1 169 04/23/87 04 0.0 10.3 30.9 02 79.0 8.2 30.1 170 04/23/87 04 0.0 10.3 30.9 02 79.0 8.2 30.1 171 04/23/87 05 0.0 10.2 29.8 03 130.0 8.0 30.2 172 05/20/87 Q1 4.5 11.9 5.4 03 170.0 8.0 30.2 173 05/20/87 QI 0.0 11.9 5.4 04 130.0 8.4 31.7 174 05/20/87 Q1 2.0 11.9 5.4 05 4.5 8.5 31.3 175 05/20/87 02 0.0 13.5 21.3 Q1 79.0 5.9 0.7 176 05/20/87 02 2.0 13.5 21.3 QI 79 5.9 0.7 177 05/20/87 02 0.0 13.5 21.3 QI 49.0 5.9 0.7 178 05/20/87 Q3 0.0 11.8 15.6 02 70.0 5.7 0.8 179 05/20/87 03 0.0 11.8 15. A. 02 79.0 5.7 0.8 TBIS '05/20/B7 03 2.0 11.8 15.6 03 4.5 5.5 3.7 181 05/20/87 Q4 0.0 14.3 27.7 03 9.3 5.5 3.7 182 05/20/87 04 0.0 14.3 27.7 03 13.0 5.5 3.7 183 05/20/87 05 0.0 13.9 27.2 Q4 13.0 6.4 6.6 184 05/20/87 D1 0.0 12.9 29.4 04 27.0 6.4 6.6 185 05/20/87 DI 0.0 12.9 29.4 05 4.5 6.7 23.8 186 05/20/87 02 0.0 13.0 30.1 45 7.8 6.7 23.8 187 05/20/87 D3 0.0 12.9 30.2 D1 0.0 7.2 30.6 188 05/20/87 D4 0.0 13.3 29.6 D1 0.0 7.2 30.6 D2 0.0 7.1 31.3 D3 0.0 7.2 31.7 D4 4.5 7.4 29.2 O1 4.5 4.4 29.0 01 2.0 4.4 29.0 Q1 0 4.4 29.0 - 02 4.5 2.8 26.9 27 02 0 2.8 26.9 Q3 4.0 4.6 29.6 03 2.0 4.6 29.6 04 4.5 3.8 27.3 DATE STATION COUNT FLOW 07/17/(36 DVI 15 0 07/17/86 DV2 1110 .35 07/17/86 TB2 1490 0 07/17/86 TB3 640 2.00 07/17/86 TB3 640 2.00 07/17/86 TB3 610 2.00 07/17/86 LQ1 0 0 07/17/86 LQ2 28 12.00 07117/86 L03 33 13.00 07/17/86 LLI 154 0 07/17/86 LL2 48 0 07/17/86 LL3 32 .75 07117/86 BQ3 17 45.00 07/17/86 B02 6 0 07/28/86 TB2 290 1.30 07/28/86 TB2 315 1.30 07/28/86 TB3 200 1.92 07/28/86 TB3 207 1.92 07/28/86 B02 5 0 07/28/86 B03 3 47.00 07/28/86 DVI 7 .10 07/28/86 DVI 10 .10 07/28/86 DV2 510 .35 07/28/86 LQ1 46 6.30 07/28/96 L02 23 12.70 07/28/86 L03 263 13.10 07/28/86 LQ3 207 13.10 07/28/86 LLI 66 B0 07/28/86 LL2 12 1.00 07/28/86 LL3 9 .70 07/31/86 L03 65 13.00 07/31/86 L03 46 13.00 07/31/86 TB1 77 0 07/31/86 TB1 115 0 08/11/86 LQ1 86 0 08/11/86 LQ2 33 8.15 08/11/86 L03 38 11.80 08/11/86 TB1 124 0 08/11/86 TB1 98 0 08/11/86 TB2 211 0 08/11/86 TB3 107 1.86 08/11/86 713 139 1.86 08/11/86 CY1 97 0 08/11/86 BQ1 3 0 08/11/86 B02 4 0 08/11/86 B03 7 36.62 08/11/86 B03 7 36.62 08/11/86 - LL1 21 0 08/11/86 LL2 20 0 08/11/86 LL3 97 .97 08/11/86 DVI 17 0 08/11/86 DV2 350 .30 88/11/86 CD2 300 0 08/11/86 CD3 4560 0 08/18/86 CD1 160 0 08/18/86 CD2 480 0 08/19/86 CD2 4BO 0 08/19/86 TB2 338 0 08/20/86 TB1 264 0 08/27/86 CY1 1840 0 08/27/86 713 410 1.50 08/27/86 TB2 640 0 08/27/86 TB1 610 0 09/03/86 BQ1 0 0 09/03/86 B02 5 0 09/03/86 BQ3 14 25.06 09/03/86 LQ1 33 0 09/03/86 L02 16 6.85 09/03/86 LQ3 74 9.14 09/03/86 LLI 26 0 09/03/86 LL2 20 0 09/03/86 LL3 43 .26 09/03/86 CD1 240 0 09/03/86 CO2 310 0 09/03/86 CD3 35000 0 09/03/86 TB1 440 0 09/03/86 TB2 21200 0 09/03/86 TB3 91 1.36 09/03/86 CY1 151 0 09/08/86 DVI 383 0 09/09/86 DV2 310 .35 09/30/86 L03 76 7.10 10/01/86 LL3 L/E .70 10/01/86 BQ1 - L/E 0 10/01/86 BQ2 L/E 0 10/01/86 BQ3 L/E 34.70 10/01/86 LQ1 L/E 0 10/01/86 L02 L/E 7.00 Appendix TEMP uAIE STATION COUNT FLOW TEMP 0 10/01/86 LQ3 L/E 7.10 0 O 10/01/86 TB1 L/E 0 0 0 10/01/86 TB2 L/E 0 0 0 10/01/86 TB3 30 2.40 51 0 10/01/86 CYI ,.20 .70 51 0 10/01/86 DVI 3 0 0 0 10/01/86 DV2 165 ,.35 0 0 10/01/86 LL2 120 0 0 0 10/01/86 LLI 8 0 0 0 10/13/86 B03 0 30.00 0 0 10/13/86 BQ3 1 30.00 0 0 10/13/86 DV2 90 .35 0 0 10/13/86 DV2 92 .35 0 0 10/13/86 LQ3 15 7.00 0 57 10/13/86 L03 17 7.00 0 57 10/13/86 LQ2 1 6.50 0 58 10/13/86 L02 2 6.50 0 58 i0 /13/86 BQ2 1 0 0 0 10/13/86 B02 0 0 0 56 10/13/86 LLI 6 0 0 56 10/13/86 LL2 3 0 0 56 10/13/86 TB1 52 0 0 63 10/13/86 712 7000 0 0 58 10/13/86 TB3 56 2.00 0 56 10/13/86 CY1 8 0 0 56 10/13/86 B01 3 0 0 56 10/13/86 LQI 11 0 0 58 10/13/86 DVI 1 0 0 57 10/13/86 CD2 0 0 0 57 10/13/86 CD3 51000 0 0 0 10/27/86 LQ1 29 0 0 0 10/27/86 L02 11 7.63 50 0 10/27/86 L03 62 16.07 50 0 10/27/86 BQ1 5 0 0 0 10/27/86 B02 8 0 0 58 10/27/86 BQ3 21 109.38 49 58 10/27/86 DVI 8 0 0 0 10/27/86 LLI 36 0 0 0 10/27/86 LL2 20 0 0 0 10/27/86 LL3 39 2.81 50 60 10/27/86 TBI 180 0 0 60 10/27/86 TB2 162 0 0 0 10/27/66 TB3 164 3.69 53 0 10/27/86 TB3 210 3.69 53 0 10/27/86 CY1 14 .99 53 57 10/28/86 DV2 240 .50 0 57 10/27/86 DV2 240 .50 0 0 11/13/86 LLI 1 0 0 0 11/13/86 LLI 4 0 0 58 11/13/86 LL2 6 0 0 0 11/13/86 LL2 5 0 0 '0 11/13/86 LL3 11 1.81 42 0 11/13/86 LL3 9 1.81 42 0 11/13/86 LQi 3 0 0 0 11/13/86 LQ1 3 0 0 0 11/13/86 LQ2 10 8.53 44 0 11/13/86 LQ2 9 8.53 44 0 11/13/86 LQ3 25 9.96 43 0 11/13/86 LQ3 22 9.96 43 0 11/13/86 BQ1 5 0 0 0 11/13/86 B02 7 0 0 0 11/13/86 B02 5 0 0 ' 0 11/13/86 BQ3 144 19.89 44 0 11/13/86 BQ3 140 19.89 44 0 11/13/86 TB1 215 0 0 63 11/13/86 TB1 210 0 0 0 11/13/86 TB2 140 0 0 61 11/13/86 TB2 110 0 0 61 11/13/86 TB3 60 4.27 44 0 11/13/86 TB3 44 4.27 44 0 11/13/86 713 36 4.27 44 62 11/13/86 CYl 8 1.23 44 0 11/13/86 CY1 17 1.23 44 0 11/13/86 DVl 4 0 0 0 11/13/86 DVI 0 0 0 0 11/25/86 BQ1 3 0 0 0 11/25/86 B02 2 0 0 62 11/25/86 B03 2 550.00 0 0 ll125/86 BQ3 2 550.00 0 0 11/25/86 LQ1 7 0 .0 0 11/25/86 L02 8 82.62 42 0 11/25/86 L03 _ 6 107.40 42 0 11/25/86 LQ3 7 107.40 42 0 11/25/86 LL1 13 0 - 0 0 11/25/86 LL2 17 0 0 0 11/25/86 LL3 IB 17.43 44 0 11/25/86 LL3 8 17.43 44 0 11/25/86 CDI 70 0 0 11/25/86 CD2 139 0 0 11/25/86 CD3 181 0 0 11/25/86 DVI 10 0 0 28 29 STATION COUNT FLOW TEMP UAiE STATION COUNT 6 FLOW O UAtE _.. ;1/30/87 LQl '11/23/66 DV -" "6 -'S 0 01/30/87 LQ1 2 0 11/25/86 DV2A 48 •5 0 C1/30/87 L02 2 162.95 11/25/86 TB1 23 0 0 01/30/87 L02 3 162.95 11/25/86 TB2 23 0 01/30/87 LQ3 5 245.70 !]125/86 TB3 50 8.19 44 D1/30/87 LU3 5 245.70 11/25/86 TB3 25 8.19 44 01/30/87 L03 r 4 245.70 11/25/86 CY1 4 2.01 45 01/30/87 DV1 28 0 11/25/86 CYI 5 2.01 45 0 01/30/87 DV1 IQ 0 12/16/86 L03 3 20.00 01/30/87 DV2A 27 26.55 12/16/86 LQ3 1 20.00 0 01/30/87 DV2A 19 26.55 12/16/86 CD1 10 0 0 0 01/30/87 CYI 7 11.51 12/16/86 CD2 2 0 01/30/87 01/30/87 CY1 4 11.51 12/16/86 CD2 30 0 0 CY1 6 11.51 12/16/86 LQ1 0 0 01/30/87 LL1 8 0 12/16/86 L01 3 0 0 01/30/87 LL1 8 0 12/16/86 L02 4 16.42 01/30/87 LL2 13 0 12/16186 L02 3 16.42 0 01/30/87 LL2 13 0 12/16/86 L03 1 20.37 38 01/30/87 LL3 B 82.75 12/16/86 L03 6 20.37 38 O1/30/87 LL3 12 82.75 12/16/86 L03 3 20.37 38 01/30/87 TBI 2 0 12/16/86 DV1 9 0 0 0 01/30/87 TBI 8 0 12/16/86 DV1 12 0 0 01/30/87 TB2 40 0 12/16/86 DV2A 16 2.50 01/30/87 TB2 30 0 12/16186 DV2A 9 2.50 0 01/30/87 TB3 58 '[0.64 12/16/86 01/30/87 TB3 52 2 0.64 12/16/86 BQ2 BQ3 30 5 0 103.20 0 40 01/30/87 BQl 1 e 0 12/16/86 12/16/86 BQ3 3 103.20 40 01/30/87 BQ1 B02 2 1 0 12/16/86 B03 7 103.20 40 01/30/87 01/30/87 B02 0 0 12/16/86 LL1 8 0 0 01/30/87 BQ3 1 752.55 12/16/86 LL1 6 0 0 0 0 01/30/87 B03 1 752.55 12/16/86 LL2 6 0 0 0 01/30/87 BQ3 0 752.55 12/16/86 LL2 LL2 0 0 0 01/30/87 CD1 4 0 12/16/86 12/16/86 LL3 8 5.33 37 01/30/87 CD1 5 94 0 0 12/16/86 LL3 8 5.33 37 01/30/87 CD2 90 0 12/16/86 TBI 8 0 0 01/30/87 CD2 CD3 148 4.33 12/16/86 TBI 6 0 0 01/30/67 CD3 117 4.33 12/16/86 TB2 98 0 0 01/30/87 TB3 49 20.64 12/16/86 TB2 94 0 0 01/30/87 13 0 12/16/86 TB3 98 5.56 40 02/02/87 LL1 23 0 12/16/86 TB3 66 5.56 40 02/02/87 LL1 0 12/16/86 TB3 106 5.56 40 0-1102/87 LL2 23 5 0 12/16/86 CY1 4 1.46 42 02/02/87 LL2 LL3 20 120.15 12/16/86 CY1 0 1.46 42 02/02/87 LL3 12 120.15 12/16/86 CY1 4 1.46 42 02/02/87 B01 1 0 12/16/86 TD1 1 0 0 0 02/02/87 02/02/87 BQS 0 0 12/16/86 TD1 7 1 0 5.12 40 02/02/87 BQ2 0 0 01/08/87 01/08/87 CY1 CY1 5 5.12 40 02102187 BQ2 BQ3 1 0 0 712.98 01/08/87 CYS 2 5.12 40 `02/02/87 02/02/87 BQ3 1 712.98 01/08/87 TB1 4 0 0 0 02/02/87 LQ1 2 0 01/08/87 TBI 3 0 0 02/02/87 LQi 2 0 01/08/87 TB2 4 0 02/02/87 L02 6 305.03 01/08/87 TB2 12 0 0 02/02/87 LQ2 2 '305.03 01/08/87 TB3 12 8.66 40 02/02/87 L03 8 425.18 01/06/87 14 8.66 40 02/02/87 L03 5 425.18 01/06/87 BQl Q1 0 0 0 02/02/87 DV1 11 0 01/06/87 BQ1 0 0- 0 02/02/87 DV1 5 0 01/06/87 BQ2 0 0 0 02/02/87 DV2 22 34.22 01/06/87 BQ2 2 0 0 40 02/02/87 DV2 23 ' 34.22 01/06/87 BQ3 2 720.00 40 02/02/87 CD1 4 0 01/06/87 B03 1 720.00 40 02/02/87 CD1 3 0 01/06/87 BQ3 0 720.00 0 02/02/87 CD2 71 0 01/06/67 L01 2 0 0 0 02/02/87 CD2 66 68 0 4.53 01/06/87 01/06/87 L01 LQ2 2 1 64.00 40 02/02/87 02/02/87 CD3 CD3 70 '4.53 01/06/87 L02 1 64.00 40 39 03/09/87 LL1 7 0 0 01106/87 L03 10 120.00 39 03/09/87 LL1 8 0 01/06/87 L03 2 120.00 39 03/09/87 LL2 6 01/06/87 L03 4 120.00 03/09/87 LL2 4 0 01/06/87 LL1 6 0 0 03/09/87 LL3 6 35.70 01/06/87 LL1 3 0 0 03/09/87 LL3 4 35.70 01/06/87 LL2 5 0 0 03/09/87 B01 0 0 01/06/87 LL2 5 2 0 47.13 37 03/09/87 BQ2 0 3 0 0 01/06/87 LL3 6 47.13 37 03/09/87 BQ2 0 0 01/06/87 LL3 0 0 03/09/87 BQ2 01/06/87 CDl 5 03/04/87 BQ3 0 _700.00 01/06/87 0 03/09/87 BQ3 1 700.00 01/06/87 CD2 171 0 0 0 03/09/67 CD1 13 0 01/06/87 CD2 330 270 2.85 42 03/09/87 CD1 12 0 0 01/06/87 CD3 270 Z 85 42 03/09/87 CD2 114 01/06/87 CD3 CD3 270 2.80 40 i 03/09/87 CD2 CD3 164 2.50 01/06/87 9 03/09/87 2.50 01/06/87 DV1, 0 0 03/09/87 CD3 120 01/06187 DV1 14 44 13.84 40 03/09/87 LQ1 18 0 0 01/06/87 01/06/87 DV2 DV2 82 13.84 40 03/09/87 03/09/87 LQ1 LQ2 12 7 129.20 01/06/87 DV2 72 13.84 40 . 03/09/87 L03 3 164.9 03/09/87 LQ3 3 164.9 29 UAiE STATION COUNT FLOW TEMP UAiE STATION COUNT FLOW TEMP 03/C9/87 DV1 7 0 0 04/28/87 DV1 3 0 0 03/09/87 DV1 2 0 0 04/28/87 DV2 372 1.8: 0 03/09/87 DV2 40 35.06 48 0 +/28/87 DV2 376 1.82 0 03/09/87 DV2 18 35.06 48 04/:8/87 CD1 4 0 0 03/09/87 CY1 1 10.00 0 04/28/87 CD1 6 0 0 03/09/87 CY1 3 10.00 0 04/28/87 CD2 170 0 0 03/09/87 TBI 6 0 0 04/28/87 CD2 104 0 0 03/09/87 TB1 10 0 0 04/28/87 CD3 500 .66 0 03/09/87 TB2 8 0 0 04/29/87 CO3 630 .66 0 03/09/87 TB2 12 0 0 04/28/87 LQ1 3 0 0 03/09/87 TB3 60 15.00 0 04/28/87 LQ1 7 0 0 03/09/87 TB3 62 15.00 0 04/28/87 LQ2 7 29.54 0 04/02/87 TB1 20 0 0 04/28/87 L03 8 34.00 0 04/02/87 TB1 24 0 0 04/28/87 LQ3 13 34.00 0 04/02/87 TB2 400 0 0 04/28/87 LLI 4 0 0 04/02187 TB3 24 4.70 0 04/28/87 LLI 2 0 0 04102/87 TB3 25 4.70 0 04/28/87 LL2 6 0 0 04/02/87 CY1 300 2.05 0 04/28/87 LL3 0 4.48 0 04/02/87 LQ1 1 0 0 04/28/87 LL3 4 4.48 0 04/02/87 LGI 0 0 0 05/18/87 B01 73 0 0 04/02/87 L02 0 39.56 0 05/18/87 BU1 67 0 0 04/02/87 L02 0 39.56 a 05/18/87 BQ2 0 0 0 04/02/87 LQ3 1 48.70 0 05/18/87 B02 2 0 0 04/02/87 LQ3 2 48.70 0 03/18/87 BQ3 0 143.29 0 04/02/87 BG1 0 0 0 05/18/87 B03 1 143.29 0 04/02/87 BQ1 0 0 0 05/18/87 DV1 500 0 0 04/02/87 BQ2 0 0 0 05/18/87 DVI 300 0 0 04/02/87 BG2 1 0 0 05/18/87 DV2 5000 1.90 0 04/02/87 B03 0 143.22 0 05/18/87 DV2 5000 1.90 0 04/02/87 B03 0 143.22 0 05/18/87 LL1 92 0 0 04/02/87 LL1 2 0 0 05/18/87 LLI 93 0 0 04/02/87 LLI 4 0 0 05/18/87 LL2 16 0 0 04/02/87 LL2 1 0 0 05/18/87 LL2 19 0 0 04/02/87 LL2 0 0 0 05118/87 LL3 14 3.44 0 04/02/87 LL3 7 9.17 0 05/18/87 LL3 17 3.44 0 04/02/87 LL3 2 9.17 0 05/18/87 LQ1 3 0 0 04/02/87 DV1 2 0 0 05/18/87 L01 7 0 0 04/02/87 DV1 4 0 0 05/18/87 L02 3 25.31 0 04/02/87 DV2 8 2.42 0 05/18/87 L02 2 25.31 0 04/02/87 DV2 11 2.42 0 05/18/87 LQ3 2 28.75 0 04/02/87 CD1 9 0 0 05/18/87 L03 3 28.75 0 04/02/87 CD1 1 0 0 05/18/87 CD1 IA 0 0 04/02/87 CD2 314 0 0 05/18/87 CD3 19 0 0 04/02/87 CD2 388 0 0 05/18/87 CD2 250 0 0 04/02/87 CO3 1000 0 05/18/87 CD2 271 0 0 04/02/87 CD3 1000 .79 0 05/18/87 CD3 1220 .17 0 04/28/87 TB1 13 .79 0 05/18/87 CD3 1000 .17 0 04/28/87 TB1 13 0 0 05/18/87 TB1 100 0 0 04/28/87 TB2 142 0 0 0 05/18/87 TBI 92 0 0 04/28/87 TB3 270 2.73 0 05/18/87 TB2 67 0 0 04/28/87 TB3 340 2.73 0 05/18/87 TB2 90 0 0 04/28/87 CYI 18 1.16 0 05/18/87 TB3 502 2.47 0 04/28/87 CY! 15 1.16 0 05/18/87 TB3 550 2.47 0 04/28/87 BG1 0 0 0 05/18/87 CYI 154 .91 0 04/28/87 BQ1 0 0 0 05/18/87 CYI 150 .91 0 04/28/87 B02 1 0 0 04/28/87 B02 1 0 0 04/28/87 BQ3 1 135.71 0 04/28/87 BQ3 2 135.71 0 04/28/87 DV1 3 0 0 30 31 Appendix 111 08/13/86 SUNNY /WARM 07/02/86 +8.7 a 1bl30 DEPTH TEMP 20.4 SAL 30.6 DEPTH TEMP SAL DI 0 20.2 30.7 Dl 0 18.0 29.2 114 20.1 30.6 1/4 17.8 29.3 1 2 20.2' 30.5 1 17.5 29.6 3 20.3 30.7 D2 0 17.1 29.7 D2 0 20.9 30.1 1/4 17.1 29.7 1/4 20.6 30.3 1 17.3 29.7 1 20.7 30.5 2 16.9 29.7 2 19.2 30.7 3 16.9 29.7 3 17.4 30.4 4 16.6 29.8 4 16.6 30.9 5 16.2 31.1 D3 0 16.8 29.6 6 14.0 31.3 1/4 16.8 29.7 1 16.B 29.7 D3 21.0 30.6 2 16.7 29.8 1/4 20.5 30.6 3 16.7 29.9 1 20.2 30.6 4 16.4 29.8 2 20.0 30.5 5 13.8 30.5 3 19.4 30.7 6 13.7 31.0 4 18.7 30.8 5 16.2 31.0 01 0 17.8 24.2 6 13.8 31.3 1/4 17.5 24.3 1 17.4 24.3 D4 0 21.3 30.4 1/4 19.7 30.3 02 0 17.6 22.4 1 19.6 30.4 1/4 17.9 23.1 2 19.7 30.3 1 17.1 29.2 3 19.3 30.5 2 17.2 29.2 4 17.3 30.9 3 17.1 28.9 5 17.0 30.7 6 14.0 31.4 Q3 M/E 7 13.2 31.4 Q4 0 17.0 M/E Q1 0 21.2 26.9 1/4 17.1 1/4 20.7 29.3 1 16.4 1 20.6 29.5 2 16.1 3 16.0 02 0 21.2 28.0 4 15.6 1/4 21.0 29.1 g 15.4 1 20.6 29.8 2 20.6 29.9 07/11/86 +8.8 8 07117 OVERCAST /CALM WINDY 7/10 0 20.39 19.9 DEPTH TEMP SAL 03 3/4 20.6 29.4 01 0 14.6 28.1 1 20.2 29.4 1/4 17.5 29.1 1 17.3 29.1 Q4 0 20.8 29.9 42 0 16.0 M/E 1/4 20.8 20.4 30.1 30.1 1/4 16.9 29.1 1 2 20.5 30.1 1 16.9 29.6 3 19.7 30.2 2 16.5 29.6 4 16.8 30.B 3 16.6 29.5 5 16.6 30.4 03 0 16.9 27.9 Q5 a 21.0 29.7 1/4 17.0 29.5 1/4 20.7 29.7 1 16.8 29.6 1 20.0 30.1 1.5 16.6 29.6 2 18.5 30.3 04 0 - T- 16.5 29.5 3 14.1 31.2 1/4 16.5 29.6 4 13.5 31.3 1 16.3 29.8 5 13.0 31.3 2 15.5 30.1 3 15.1 30.5 4 14.7 30.5 Q5 0 16.6 29.1 1/4 16.5 29.3 1 16.1 29.4 16.0 30.0 3 15.5 29.7 4 15.1 30.0 5 14.9 30.0 6 14.8 30.4 31 :C /C: %dam 'll.: 3 cat4z F,.-GGf.CAL" CEPTH DEPTH TEMP SAL 0 0 10.7 .8.6 1/4 1/4 11.0 ;0.6 1 1 11.2 31.0 02 0 9.7 24.4 3 1/4 11.2 31.0 0 1 11.0 31.3 1/4 2 10.8 31.7 03 0 11.0 30.9 2 1/4 11.1 31.2 3 1 10.6 31.4 4 2 10.7 31.5 Q4 0 11.9 30.1 0 1/4 12.7 30.2 1/4 1 12.5 30.3 1 2 12.3 30.3 QS 0 12.6 30.0 3 1/4 12.4 29.9 4 1 12.4 30.B 0 2 12.4 30.6 1/4 D1 0 16.6 31.8 8.8 31.4 1/4 18.3 26.7 31.7 1 12.5 25.4 D2 0 9.7 32.1 31.1 1/4 9.7 32.2 31.5 1 9.5 32.1 32.3 2 9.5 32.3 D3 0 10.1 32.1 32.2 1/4 10.1 32.0 32.5 I 10.1 .__- .3.3..1 32.3 2 9.7 32.0 D4 0 11.4 31.4 32.2 1/4 10.9 31.9 32.3 1• 10.7 31.8 31.7 2 10.5 32.0 10/23/86 +10.7 a 10,33 CLEAR LT WIND 32.2 DEPTH TEMP SAL QI 0 8.3 29.0 32.4 '1/4 9.5 30.5 p2 0 9.2 29.4 _31.5 1 9.6 30.5 31.4 2 9.8 30.7 31.8 3 10.0 30.7 Q3 0 9.2 29.4 1/4 9.5 30.6 SAL 1 9.5 30.8 Q4 0 9.3 30.2 _30.6 30.7 1/4 9.4 30.3 30.4 1 9.2 30.3 31.3 2 9.3 30.4 30.6 3 9.5 30.6 05 0 9.8 29.6 30.9 1/4 9.8 30.1 31.7 1 10.5 30.2 31.3 2 9.7 30.8 31.6 3 10.4 31.6 31.5 4 10.6 31.5 D1 0 9.1 30.5 29.5 1/4 9.1 31.6 29.3 1 8.8 31.6 30.8 2 9.0 32.0 D2 0 9.1 30.8 1.3 1/4 9.3 30.8 19.6 1 9.1 30.9 26.9 2 9.1 31.1 .8 3 9.0 31.7 4.5 4 9.3 32.2 D3 0 9.9 30.8 30.0 1/4 9.6 30.8 3.7 1 9.6 30.8 6.5 2 9.6 31.2 27.9 3 -.9.7 31.8 D4 0 9.8 30.5 6.6 1/4 9.6 30.7 16.0 1 9.4 30.6 17.8 2 9.7 31.2 31.3 3 10.3 32.0 31.2 4 10.1 32.1 32 11/06/86 •1... a C:3t50 CoVEFtCAST CEPTH TEMP SAL D1 0 8.4 31.3 1/4 8.7 31.5 1 B.6 31.8 2 8.7 31.7 3 10.0 31.8 D2 0 8.8 31.5 1/4 8.5 31.5 1 8.6 30.0 2 11.8 30.2 3 9.0 29.8 4 10.3 30.1 5 11.2 29.9 D3 0 8.6 30.9 1/4 8.6 31.0 1 8.7 31.1 2 8.8 31.0 3 8.9 31.8 4 8.9 31.7 D4 0 8.5 31.3 1/4 8.5 31.5 14 8.8 31.4 2 8.8 31.7 3 8.7 31.6 Q1 0 8.2 31.1 1/4 8.7 31.5 1 B.8 32.3 02 0 8.2 30.1 1/4 8.8 32.2 1 8.8 32.5 2 8.8 32.3 Q3 0 8.0- 30.2 1/4 8.5 32.2 1 8.7 32.3 Q4 0 8.4 31.7 1/4 8.8 31.7 1 8.9 32.2 2 9.1 32.4 3 9.2 32.4 Q5 0 8.5 31.3 1/4 8.5 _31.5 1 8.7 31.4 2 88 31.8 3 9..1 32.0 11/24/86 DEPTH TEMP SAL DI 1/4 7.2 _ 1 7.0 _30.6 30.7 2 7.2 30.4 D2 0 7.1 31.3 1/4 7.3 30.6 1 7.3 30.9 2 7.2 30.9 D3 0 7.2 31.7 1/4 7.2 31.3 1 7.4 31.6 2 7.4 31.5 D4 0 7.4 29.2 1/4 7.3 29.5 1 7.4 29.3 2 7.3 30.8 Q1 0 5.9 .7 1/4 6.1 1.3 1 6.9 19.6 2 7.1 26.9 Q2 0 5.7 .8 1/4 5.8 4.5 1 6.8 23.3 2 7.2 30.0 Q3 0 5.5 3.7 1/4 5.6 6.5 1 7.0 27.9 2 7.2 28.5 Q4 0 6.4 6.6 1/4 6.4 16.0 1 6.7 17.8 2 7.3 31.3 3 7.2 31.2 Q5 0 6.7 23.8 1/4 6.7 25.4 1 7.7 30.3 2 7.1 30.8 12/18/86 @09:34 DEPTH TEMP D1 0 5.3 Q1 1/4 5.3 7.4 1 5.4 D2 0 4.6 1 1/4 5.2 1 5.8 28.0 2 6.0 3.2 3 6.3 03 0 4.7 1/4 4.8 26.3 1 4.7 5.5 2 4.7 D4 0 4.2 1/4 4.1 12.4 1 4.1 5.5 2 5.1 Q1 0 4.4 Q4 1/4 4.8 22.7 1 5.0 02 0 2.8 1 1/4 5.0 1 5.0 03 0 4.6 5.5 1/4 5.1 0 1 5.2 04 0 3.8 27.5 1/4 4.3 5.1 1 4.3 2 1 4.3 D1 2 4.5 05 0 4.5 6.1 1/4 4.5 1 1 4.4 2 4.7 01/08/87 @12:05 0 5.3 DEPTH TEMP 01 0 2.8 1/4 3.3 28.3 1 3.8 02 0 5.2 *11.0 @ 1/4 5.1 1 5.4 SAL 2 5.6 Q3 0 4.4 1/4 1/4 7.2 Q4 0 4.3 22.6 1/4 4.5 8.9 1 4.7 1 2 4.9 05 0 4.9 25.7 1/4 5.3 8.9 1 5.1 1 2 5.2 F,)GGY SAL 31.0 31.3 31.2 30.1 30.8 31.1 31.3 31.4 30.0 30.3 30.2 30.3 29.8 29.9 29.8 30.0 29.0 29.7 29.8 26.9 29.9 30.0 29.6 29.9 29.9 27.3 29.2 29.2 29.3 29.7 29.9 29.9 29.9 29.9 CLEAR /N. WIND SAL 14.5 17.1 21.0 27.5 27.8 27.8 28.9 18.8 22.8 27.2 27.6 27.2 27.3 28.5 i 28.7 28.2 28.8 02/03/87 DEPTH TEMP SAL Q1 0 2.6 7.4 1/4 5.2 25.9 -- 1 5.4 27.5 2 5.3 28.0 02 0 3.2 1.5- 1/4 4.6 22.7 1 5.5 26.3 2 5.5 28.2 03 0 4.2 4.6 1/4 4.6 12.4 1 5.5 26.3 2 5.8 27.8 Q4 0 4.6 22.7 1/4 4.7 22.3 1 4.7 25.6 2 5.5 29.0 3 5.5 28.6 Q5 0 5.2 27.5 1/4 4.9 27.5 1 5.1 27.8 2 5.5 29.0 D1 0 5.6 27.6 1/4 6.1 27.4 1 6.7 28.0 2 6.0 28.0 D2 0 5.3 28.2 1/4 5.4 28.3 1 5.6 28.3 2 5.6 28.3 04/01/87 *11.0 @ 06:00 CLEAR /WARM DEPTH TEMP SAL Q1 0 7.3 .2 1/4 9.2 02 0 8.2 22.6 1/4 8.9 28.2 1 8.6 28.3 03 0 8.4 25.7 1/4 8.9 28.4 1 8.9 28.4 Q4 0 8.7 26.8 1/4 8.7 29.4 1 9.0 29.5 2 9.0 29.7 3 8.5 29.8 Q5 0 8.6 28.4 1/4 8.3 28.4 1 8.3 28.4 2 8.3 29.5 3 8.3 29.2 D2 0 8.4 29.2 1/4 B.8 29.8 1 8.3 29.4 2 8.0 29.5 3 8.2 30.0 D3 0 9.0 1/4 9.0 29.0 1 8.7 2 8.9 3 8.9 29.8 1)4 0 8.6 27.9 1/4 8.6 28.9 1 8.4 28.9 2 8.4 29.0 3 6.7 29.0 33 0x/23/87 DEPTH TEMP SAL Dl 0 9.5 31.8 1/4 9.5 31.8 1 9.3 31.9 2 9.1 32.2 D2 0 9.4 31.8 1/4 9.2 31.5 1 8.8 31.9 2 8.3 31.8 D3 0 8.8 32.0 3/4 8.5 32.1 1 8.3 32.3 2 8.1 32.2 D4 0 14.0 31.3 1/4 10.2 31.3 1 9.0 31.3 2 9.0 31.7 05 0 10.2 29.8 1/4 9.6 31.4 1 9.3 31.6 2 8.7 31.6 04 0 10.3 30.9 1/4 9.2 31.8 1 9.9 32.0 2 8.7 31.9 03 0 10.0 19.7 1/4 11.1 29.8 Q2 0 11.8 16.4 1/4 11.4 27.5 1 10.0 30. J. 01 0 13.8 4.3 1/4 11.0 29.4 34