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Home My WebLink AboutSkokomish-Dosewallips WRIA Office Report 74-BSKOKOMISH- DOSEWALLIPS WRIA 16 Technical Document Supplement 'Office Report 74 -B Background Data and Information Skokomish- Dosewallips Basin, WRIA 16 0 by Clifford D. Rushton September 1985 State of Washington Department of Ecology Water Resources Planning and Management Section Olympia, WA 98504 • Table of Contents -I- • • • Page LIST OF FIGURES . . . . . . . . . . . . . . . . . . . 2 LIST OF TABLES. . . . . . . . . . . . . . . 7 APPENDIX CONTENTS .. . . . . . . . . . . . . . . . . 9 INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . 10 HYDROLOGY . . . . . . . . . . . . . . . . . . . . . . 10 FISHERIES INFORMATION . . . . . . . . . . . . . 49 FLOW STUDIES AND DATA . . . . . . . . . . . . . . . . 55 Instream flow incremental methodology. . . . . . . . 55 Toe - widths . . . . . . . . . . . . . . . . . . . . . 86 FLOW RECOMMENDATIONS. . . . . . . . . . . . . . . . . 93 APPENDIX . . . . . . . . . . . . . . . . . . . . . . . . . 109 -I- • • • List of Figures Figure Title page mMDnrnnovc -2- 1 Clark Creek . . . . . . . . . . . . . . . . . . . . . 12 2 Deer Meadow Creek . . . . . . . . . . . . . . . . . . 12 3 Dosewallips River (R.M. 0.4) . . . . . . . . . . . . . 13 4 Dosewallips River (R.M. 7.0) . . . . . . . . . . . . . 13 5 Dosewallips River (correlated) . . . . . . . . . . . . 14 6 Deer Creek. . . . .. . . . . . . . . . . . . . . . . 14 7 Duckabush River (R.M. 4.5) . . . . . . . . . . . . . . 15 8 Duckabush River (correlated) . . . . . . . . . . . . . 15 9 Eagle Creek . . . . . . . . . . . . . . . . . . . . . 16 10 Finch Creek . . . . . . . . . . . . . . . . . 16 11 Fulton Creek. . . . . . . . . . . . . . . . . . . 17 12 13 Hamma Hamma River (R.M. 0.5) . . Hamma . . . . . . . . . . . 17 Hamma River (R.M. 6.2) . . . . . . . . . . . 18 14 Hamma Hamma River (composite) . . . . . . . . . . . . 18 15 Hill Creek . . . . . . . . . . . . . . . . . . . . . . 19 16 Hunter Creek . . . . . . . . . . . . . . . . . . . 19 17 Jefferson Creek . . . . . . . . . . . . . . . . . . . 20 18 John Creek . . . . . . . . . . . . . . . . . . . . . . 20 19 Jorsted Creek . . . . . . . . . . . . . . . . . . . . 21 20 Li lliwaup Creek . . . . . . . . . . . . . . . . . . . 21 21 Little Lilliwaup Creek. . . . . . . . . . . . . . . 22 22 McDonald Creek . . . . . . . . . . . . . . . . . . 22 23 McTaggart Creek . . . . . . . . . . . . . . . . . . 23 24 Miller Creek . . . . . . . . . . . . . . . . . . . . . 23 25 North Fork Skokomish River (R.M. 10.1) . . . . . . . 24 26 North Fork Skokomish River (R.M. 10.1, natural flow). 24 27 North Fork Skokomish River, (R.M. 29.2) . . . . . . . 25 28 North Fork Skokomish River (R.M. 29.2, natural flow). 25 29 Pierce Creek.* . . . . . . . . . . . . . . . . . . • 26 -2- List of Figures (continued) Figure Title Page 30 Purdy Creek . . . . . . . . . . . . . . . . . . . . 26 31 Schaerer Creek. . . . . . . . . . . . . . . . . 27 32 Skokomish River (R.M. 5.9) . . . . . . . . . . . . . . 27 33 Skokomish River (R.M. 5.9, natural flows) . . . . . . 28 34 South Fork Skokomish River'(R.M. 3.2) . . . . . . . . 28 35 South Fork Skokomish River (R.M. 9.2) . . . 29 36 South Fork Skokomish River (R.M. 19.2) . . . 29 37 Sund Creek . . . . . . . . . . . . . . . . . . . . 30 38 Vance Creek . . . . . . . . . . . . . . . . . . . . . 30 39 Waketickeh Creek . . . . . . . . . . . . . . . . . . . 31 40 Walker Creek. . . . . . . . . . . . . . . . . . . . 31 41 Weaver Creek. . . . . . . . . . . . . . . . . . . 32 42 Unnamed Creek #0010 . . . . . . . . . . . . 32 43 Unnamed Creek #0215 . . . . . . . . . . . . . . . . 33 44 Unnamed Creek #0216 . . . . . . . . . . . . . . . . . 33 45 Unnamed Creek #0217 . . . . . . . . . . . . . . . . . 34 46 Unnamed Creek #0218 . . . . . . . . . . . . . . . . . 34 47 Unnamed Creek #0439 . . . . ... . . . . . . . . . . . 35 48 IFIM STUDY SITES MAP . . . . . . . . . . . . . . . . . 57 49 WUA vs. Q curve: Dosewallips River spawning chum 69 50 WUA vs. Q curve: Dosewallips River spawning chinook. 69 51 WUA vs. Q curve: Dosewallips River spawning coho . . 70 52 WUA vs. Q curve: Dosewallips River spawning pinks'. . 70 53 WUA vs. Q curve: Hamma Hamma spawning steelhead. . . 71 54 WUA vs. Q curve: Hamma Hamma River steelhead juveniles . . . . . . . . . . . . . . . . . . . . . 71 -3- • • • List of Figures (continued) Fi ure Title Page 55 WUA vs. Q curve: Hamma Hamma River holding Dosewallips River - optimums and hydrograph. 77 steelhead adults . . . . . . . . . . . . . . . . . 72 56 WUA vs. Q curve: Hamma Hamma River holding adult . 80 chinook. . . . . . . . . . . . . . . ... . . . . . 72 57 WUA vs. Q curve: Hamma Hamma River spawning North Fork Skokomish River - chi nook optimums and hydrograph . . . . . . . . . . . . . . 82 72 North Fork Skokomish River (natural flow) - . . optimums and hydrograph . . . . . . . . . . . . . . 82 73 Skokomish River - optimums and hydrograph. . . . . 73 58 WUA vs. Q Hamma Hamma River chinook and coho hydrograph . . . . . . . . . . . . . . . . . . . juveniles . . . . . . . . . . . . . . . . . . . . 73 59 WUA vs. Q curve: Hamma Hamma River spawning chum. . 74 60 WUA vs. Q curve: Hamma Hamma River spawning pinks . 74 61 WUA vs. Q curve: Hamma Hamma River spawning coho. . 75 IFIM OPTIMUMS -4- 62 Dosewallips River - optimums only. . . . . . . 77 63 Dosewallips River - optimums and hydrograph. 77 64 Duckabush River - optimums and hydrograph. . . . . . 78 65 Eagle Creek - optimums only . . . . . . . . . . . . . 79 66 Eagle Creek - optimums and hydrograph.. . . . . . . 79 b7 Finch Creek - optimums and hydrographs . . . . . . . 80 68 Hamma Hamma River - optimums and hydrograph. 80 69 John Creek - optimums and hydrograph . . . . . . . . 81 70 Jorsted Creek - optimums and hydrograph. . . . . . 81 - 71 North Fork Skokomish River - optimums and hydrograph . . . . . . . . . . . . . . 82 72 North Fork Skokomish River (natural flow) - optimums and hydrograph . . . . . . . . . . . . . . 82 73 Skokomish River - optimums and hydrograph. . . . . . 83 74 Skokomish River (natural flow) - optimums and hydrograph . . . . . . . . . . . . . . . . . . . . 83 75 South Fork Skokomish River - optimums and hydrograph . . . . . . . . . . . . . . . . . . . 84 -4- List of Figures (continued) Figure Title Page TOE -WIDTH CURVES 76 Dosewallips River . . . . . . . . . . . . . . . . . 87 77 Duckabush River . . . . . . . . . . . . . . . . . . 87 78 Eagle Creek . . . . . . . . . . . . . . . . . . . 88 79 Finch Creek . . . . . . . . . . . . . . . . . . 88 80 Fulton Creek. . . . . . . . . - . . . . . . . . . 89 81 Hamma Hamma River . . . . . . . . . . . . . . . . . 89 82 John Creek. . . . . . . . . . . . . . . . . . . . 90 83 Jorsted Creek . . . . . . . . . . . . . . . . . . . 90 84 Lilliwaup Creek . . . . . . . . . . . . . . . . . . 91 85 Little Lilliwaup Creek . . . . . . . . . . . . . . . 91 86 South Fork Skokomish River. . . . . . . . . . . 92 87 Vance Creek . . . . . . . . . . . . . . . . . . . . 92 FLOW RECOMMENDATIONS HYDROGRAPHS 88 Dosewallips River recommendation hydrograph . 94 89 Dosewallips River recommendation hydrograph . . . . 95 90 Duckabush River recommendation hydrograph . . . . . 96 91 Eagle Creek recommendation hydrograph .. . . . . . 97 92 Eagle Creek recommendation hydrograph . . . . . . . 98 93 Finch Creek recommendation hydrograph . . . . . . . 99 94 Fulton Creek recommendation hydrograph. . . . . . . 100 95 Hamma Hamma River recommendation hydrograph 101 96 John Creek recommendation hydrograph. . . . . . . . 102 97 Jorsted Creek recommendation hydrograph . . . . 103 98 North Fork Skokomish River recommendation hydrograph . . . . . . . . . . . . . . . . . . . 104 -5- List of Figures (continued) • -4- Fi ure Title Page 55 WUA vs. Q curve: Hamma Hamma River holding steelhead adults . . . . . . . . . . . . . . . . . 72 56 WUA vs. Q curve: Hamma Hamma River holding adult Chinook. . . . . . . . . . . . . . . ... . . . . . 72 57 WUA vs. Q curve: Hamma Hamma River spawning Chinook. . . . . . . . . . . . . . . . . . . . . . 73 58 WUA vs. Q Hamma Hamma River Chinook and coho juveniles. . . . . . . . . . . . . . . . . . . . . 73 59 WUA vs. Q curve: Hamma Hamma River spawning chum. . 74 60 WUA vs. Q curve: Hamma Hamma River spawning pinks ' 74 61 WUA vs. Q curve: Hamma Hamma River spawning coho. . 75 IFIM OPTIMUMS 62 Dosewalli s River - optimums P p s only. 77 63 Dosewallips River - optimums and hydrograph. . . . . 77 64 Duckabush River - optimums and hydrograph. . . . . . 78 65 Eagle Creek - optimums only. . . . . . . . . 79 66 Eagle Creek - optimums and hydrograph. . . . . . . . 79 67 Finch Creek - optimums and hydrographs . . . . . . 80 68 Hamma Hamma River - optimums and hydrograph. . . . . 80 69 John Creek - optimums and hydrograph . . . . . . . . 81 70 Jorsted Creek - optimums and hydrograph. . . . . . . 81 - 71 North Fork Skokomish River - optimums and hydrograph . . . . . . . . . . . . . . 82 72 North Fork Skokomish River (natural flow) - optimums and hydrograph . . . . . . . . . . . . . . 82 73 Skokomish River - optimums and hydrograph. . . . . . 83 74 Skokomish River (natural flow) - optimums and hydrograph . . . . . . . . . . . . . . . . . . . . 83 75 South Fork Skokomish River - optimums and hydrograph . . . . . . . . . . . . . . . . . . . . 84 -4- List of Figures (continued) Figure Title TOE -WIDTH CURVES Page 76 Dosewallips River . 87 77 Duckabush River . . . . . . . . . . . . . . . . . . 87 78 Eagle Creek . . . . . . . . . . . . . . . . . 88 79 Finch Creek . . . . . . . . . . . . . . . . . . . . 88 80 Fulton Creek . . . . . . . . . . . . . . . . . . . . 89 81 Hamma Hamma River . . . . . . . . . . . . . . . 89 82 John Creek. . . . . . . . . . . . . . . . . . . 90 83 Jorsted Creek . . . . . . . . . . . . . . . . . . . 90 84 Lilliwaup Creek . . . . . . . . . . . . . . . . . 91 85 Little Lilliwaup Creek . . . . . . . . . . . . . . . 91 86 South Fork Skokomish River . . . . . . . . . . . . . 92 87 Vance Creek . . . . . . . . . . . . . . . . . . . . 92 FLOW RECOMMENDATIONS HYDROGRAPHS 88 Dosewallips River recommendation hydrograph . . . . 94 89 Dosewallips River recommendation hydrograph . 95 90 Duckabush River recommendation hydrograph 96 91 Eagle Creek recommendation hydrograph . . . . . . . 97 92 Eagle Creek recommendation hydrograph . . . . . 98 93 Finch Creek recommendation hydrograph . . . . . . . 99 94 Fulton Creek recommendation hydrograph. . . . . . . 100 95 Hamma Hamma River recommendation hydrograph . 101 96 John Creek recommendation hydrograph. . 102 97 Jorsted Creek recommendation hydrograph 103 98 North Fork Skokomish River recommendation hydrograph . . . . . . . . . . . . . . . . . . . . 104 -5- • • • List of Figures (continued) Fi ure Title Page 99 Purdy Creek recommendation hydrograph. . . . . . . . 105 100 Skokomish River recommendation hydrograph. . . . . . 106 101 South Fork Skokomish River recommendation hydrograph 107 102 Vance Creek recommendation hydrograph. . . . . . . . 108 • List of Tables Table Title Page 1 Hamma Hamma River Composite Hydrograph . . . . . . . 38 2 Dosewallips and Duckabush Rivers Area Correlation Table . . . . . . . . . . . . . . . . . . . . . . 40 3 Dosewallips River area correlation table . . . . . . 41 4 Duckabush River area correlation table . . . . . . . 42 5 Small streams correlated to Jefferson Creek - January 43 6 Small streams correlated to Jefferson Creek - February 43 7 Small streams correlated to Jefferson Creek - March 44 8 Small streams correlated to Jefferson Creek - April 44 9 Small streams correlated to Jefferson Creek - May 45 10 Small streams correlated to Jefferson Creek - June 45 11 Small streams correlated to Jefferson Creek - July 46 12 Small streams correlated to Jefferson Creek - August 46 13 Small streams correlated to Jefferson Creek - September 47 14 Small streams correlated to Jefferson Creek - October 47 15 Small streams correlated to Jefferson Creek - November 48 16 Small streams correlated to'Jefferson Creek — December 48 17 Salmon occurrence in rivers and streams. . . . . . . 50 18 Fish propagation water rights. . . . 54 19 Instream flow incremental methodology Legal descriptions of IFIM sites . . . . . . . . . 58 20 Velocity adjustment factors (VAF's) - Dosewallips River . . . . . . . . . . . . . . . . . . . 60 21 Velocity adjustment factors (VAF's) - Duckabush River . . . . . . . . . . . . . . . . . . . . 60 22. Velocity adjustment factors (VAF's) - Hamma Hamma River. . . . . . . . . . . . . . . . . . 61 23 Velocity adjustment factors (VAF's) - Small streams. 61 -7- • • List of Tables (continued) Table Title Page 24 Flow (Q) v. Weighted usable area (WUA) tables - . . . . . . 94,95 33 Dosewallips River . . . . . . . . . . . . . . . . . 62 25 Q v. WUA - Duckabush River . . . . . . . . . . . . . . 63 26 Q v. WUA - Eagle Creek . . . . . . . . . . . . . . . . 64 27 Q V. WUA - Finch Creek . . . . . . . . . . . . . . . . 65 28 Q V. WUA - Hamma Hamma River. . . . . . . . . . . . 66 29 Q v. WUA - John Creek . . . . . . . . . . . . . . . . 67 30 Q V. WUA - Jorsted Creek . . . . . . . . . . . . . . . 68 31 IFIM Optimum flows and levels . . . . . . . . . . . . 85 Flow recommendations 32 Dosewallips River . . . . . . . . . . . . . . . . . . 94,95 33 Duckabush River . . . . . . . . . . . . . . . . . . 96 34 35 Eagle Creek . . . . . . . . . . . . . . . . . . . . 97,98 Finch Creek . . . . . . . . . . . . . . . . . . . . . 99 36 Fulton Creek . . . . . . . . . . . . . . . . . . . . . 100 37 Hamma Hamma River . . . . . . . . . . . . . . . . 101 38 John Creek . . . . . . . . . . . . . . . . . . . . . . 102 39 Jorsted Creek . . . . . . . . . . . . . . . . . . 103 40 North Fork Skokomish River . . . . . . . . . . . . . . 104 41 Skokomish River . . . . . . . . . . . . . . . . . . . 106 42 South Fork Skokomish River . . . . . . . . . . . . . . 107 • APPENDIX • • -9- Page Water Rights in WRIA 16 . . . . . . . . . . . . . . . . . . 110 WDF Flow Recommendations . . . . . . . . . . . . . . . 128 WDG Flow Recommendations . . . . . . . . . . . . . . . 133 PNPTC Flow Recommendations . . . . . . . . . . . . . . . . 136 Friends of White Water Letter . . . . . . . . . . . . . 142 Memorandum of Understanding . . . . . . . . . . . . . . 143 Hood Canal Policy . . . . . . . . . . . . . . . . . . . . 150 Abbreviations . . . . . . . . . . . . . . . . . . . . 163 Technical Document, Office Report No. 74 . . . . . . . ... 164 Technical Document, Office Report No. 74 -A . . . . . . . . 186 IFIN Notes and Information . . . . . . . . . . . . . . . . . 222-'. • -9- • • INTRODUCTION A technical report covering the background details and data is necessary to restrain the Instream Resources Protection Program (IRPP) from becoming overly cumbersome to the point it would not be used because of its volume and detail. This background information was used in devel- oping policy alternatives and management direction and other aspects of the WRIA 16 IRPP. Brad Caldwell prepared the appendix section on IFIM and assisted in preparation of other sections as well. His help is appreciated. HYDROLOGY The hydrographs used in this report and the IRPP report are based on data collected at United States.Geological Survey (USES) gaging stations. The period of record is indicated on each hydrograph. Hydrographs were developed for all streams within the Skokomish- Dosewallips WRIA on which some sort of action is proposed, be that a minimum flow or some type of closure. Stream numbers are those assigned by the Washington Department of Fisheries (WDF) in the Catalog of Washington Streams and Salmon Utili- zation, Vol. 1. The hydrographs for streams without data or with short periods of record (short periods of data collection) were developed by correlation with stream(s) with long periods of record. Hydrographs developed by correla- tion are so noted in each hydrograph's legend. -10- All available hydrographs for streams in the Skokomish - Dosewallips WRIA are displayed as figures 1 through 47. • 01 -11- !]_j im I 2 C! sip m ME mm IRON 11111111 HERE viii n111111HE null mm nv Um =n°� 'iii loll HOUR I P Isiiei� mn,ui�� IRONER 1111111110 9 111111masSm ROME C! sip m ME mm viii n111111HE mm =n°� 'iii loll P Isiiei� mn,ui�� ROME HOUR M1111111 °� I 1moese n m mm S� M-m �o 1-4 -r4 P. i Ln w� 01 10 i. �!i H i 7 ----1 TF o say -26- CO tsa 177- U0: 1 ' Vim I I � 1 t � _I_ pe t ( � ..,MM ,.AW! . . . . . . . . . . ..... ca 4'. Wr o say -26- CO tsa ' 1 ' � I � 1 t � _I_ pe t ( � 22: HAS :M Ji T 2 pull; �Ii 1T K, f... 111 rip ;j TO 1: L 111 11. 1 -- o say -26- CO tsa 0 0 0 o T1 I iii ' VIII (III ! 11II (�(' I� �_� �•' I � l f 1 I f i i� f�l I! � x� � I� I I 8 .• I I ! ( t� o �N�o o � N 1 N aC o O I oIn zNNOVi7 l+ !L O a6 D • ' • } .;Sao P .. t.. .c gI 1 A V O W N , V sc o n N rZ r Ad t UH Ila -3 gj 0. f '1•f I NaC o Z r4 w 1 , 1 I' I f i i i I P I ! ii• Ia 1'!Ii i l i i• f: �fl, i ! I )11 0 o -33 -! M d -ri W 0 1 •I I� �_� �•' I � l f 1 I f i i� f�l I! � x� � I� I I 8 .• I I ! ( t� o �N�o o � N 1 N aC o O I oIn zNNOVi7 l+ !L O a6 D • ' • , A V O W N , , t UH I' I f i i i I P I ! ii• Ia -33 -! M d -ri W 0 1 •I � 0 10 10 m Q in "_ ,iii IN INN iian 11111ME! 113 TFF I!- I I I IT 0 N C, 3D 0 °a ocz w a: OW-4 cc me wo 06 T- 1' I I �- c IN Ll Q in "_ ,iii IN INN iian 11111ME! s K) 34 TFF I!- I I I IT T- Ll 11 ir H. i .ff.1 62 fa c ra U3 09 c ad • ! Y N J K .,' I' : i t l _ j � 1111 I I I �'• 1,� 1� 1 fa 14 j:11 j! s K) 34 C2 0 _ o..__.. o�_ SJD -35 -i 0 * I 01 01 ME tea, N � ioi lull INIIIIIHIIIIIIIIIII mmo nun - ia Imillifflim noes use umnu ,6 11111111 IIIIIIIIIIE � . NO-11111111111 ioimm�� _ o..__.. o�_ SJD -35 -i 0 * I 01 01 0 Hydrograph Derivations C] Hydrographs for the following streams were derived from statistical analysis of long -term gaged flows: Jefferson Creek gage 12- 0546 -00 North Fork Skokomish River 12- 0595 -00 Skokomish River 12- 0615-00 South Fork Skokomish River 12- 0605 -00 The following streams were correlated to the Jefferson Creek gage to derive hydrographs: Eagle Creek gage WDOE- 0555 -00 Finch Creek WDOE- 0560 -00 Fulton Creek WDOE- 0541 -50 John's Creek WDOE- 0549 -50 Jorsted Creek WDOE- 0552 -00 Miscellaneous flow measurements were taken the same day on each of these streams and on Jefferson Creek for a period of ten months from early December, 1983, through September of 1984. Because these measurements were taken at essentially the same time and conditions, a relationship between the measurements for the gaged stream (Jefferson Creek) and the analyzed streams can be determined. Based on this relationship, hydro - graphs for non - continuously gaged streams were derived by "correlating" the ungaged stream to the gaged stream using linear regression techniques. The Hamma Hamma River hydrograph is a composite of the hydrograph for river mile 6.3 on the Hamma Hamma (gage 12- 05450 -00), the Jefferson.Creek hydrograph at river mile 0.2 (12- 0546 -00) and the John Creek hydrograph (which were correlated from the Jefferson Creek gage). In essence, the -36 hydrologic characteristics of the Hamma Hamma River and its tributaries, John Creek and Jefferson Creek, were added together to yield the total flow at the mouth of the Hamma Hamma. The following correlation table gives the actual numbers used in doing the correlations. (Table l) The flow of the Dosewallips River below gage 12- 0530 -00 located at river mile 7.0 and the flow of the Duckabush River below gage 12- 0540 -00 located at river mile 4.5 were determined by an area correlation method. (The Dosewallips River has a gage at river mile 0.4, no. 12- 0535 -00, but the period of record is sporadic and with a short period of record. The period of record is: November, 1910 through September, 1911 August, 1924 through September, 1925 August, 1928 through September, 1930 (It was felt these measurements were too sparse to accurately represent the hydrology of this stream). The lower portions. of the Dosewallips and Duckabush Rivers were correlated in the following manner. Jefferson Creek is the stream with a long -term gage most representative of the tributaries that flow into the lower Duckabush and lower Dosewallips. Its flow (in cubic feet per second) to surface area (21.6 square miles) ratio was plotted on a bimonthly basis. The area below gage 12- 0530 -00 on the Dosewallips was calculated to be 22.5 square miles and the area -37- • • C7 5 N x a a v F ti 0 z P w r t^ 0 G v O v x ►. w ac v S C b O < b w 3 4'` 4 I. V cc e �o Q a s N .. a n, > w v C v CO 3 v N o a .+ a w v yrSUlc t n n1D01mn1D wmNrlln %D VlNmnri s -4 wm1, + w C71 1 n r-i n 1D Ul J �4 10 J w N w r- 1D 10 %V 11 r-t J N ri.- "NN NNN( -11n N.-t 1-4 rA NNnN ne- 1wNVA11 CD CO1wNen m01 VI U'1r1 w1DNIDw Cr, n %C ra C, '1 00 r, wrlw O01N O'Solnocl Orin Onn1D 1t 1. 1D 4't nn 11 4 t u1N 1 Nri ri ri ri N n1D 1D 1D in nOnnr - %m tnJlulnrn rnw04%0.4 ritn4NlDnn 1 v�nOw". m -4 -4 r- 44 n0, 00 ,o 4 N'.0 1Dn0 4 e"1 O n 1 O ri 01 w 0 0 ri m 1D J nN r-lN Vl w m n 1D wn .-i N 1-4 e-4 ri ri N r-i ri ri ri ri ri O m N w v v GO 3 vm O V W u n N W V C 3 0 w a Y sb 0 O m a > a r= u a? C O to Vl 9 a u U X w n VA n N N N 1 w N 4 1 w n rd 1D 1 n ri VI n n h 1 w V 1111 w r- %D wnnV" n1D JnN r-4 r-4 ri r-t ri nNn 00 %0 OOOOOUI tn000tnrn vinNloln Ow000OO mnVlmnN %0rAC -4 ♦Ow %04m"rir4 N 0wr:r-{m ri N N r-1 ri r♦ ri r-i ri ri r-i ri ri N N ri 000000 000Noo 04Nnto01 rn000000 Vl %D ri m n rn 11 11 10 N m Vl ri 1D in n N n n 1D n N J N rn < n %D 1 n J n C4 N N r i 1-4 r i r4 N n V 1 n %D 1 000000 OOOVAVAtn tnooc4mw 0-0000 n n J 10 10 V1 m m m n n m m VA O n V7 1 h 11 m 1D m" n ri ri 1-4 ri ri ri r-i ri ri N n N ri ri r♦ r1 ri N ri vAotn VlLno OornOOO 0000tnn nv%v%000tn Vl 17 N VA J J .-i N VA N w 1D J 1 10 14 w n w 1D 10 H ri Vt N n fl) 1nNN nnn J 4 nNri ri 1-4 N J11n d' OOOOo%n 0000011 OOVItn00 0000000 O 1 o C1 10 n N Vl J n n rl w N n 1 1D J n n w 0 m O Vl 1 r♦ wNO wn1D hVAn wmn &A1 14 -4 ri nit 10 .-1 O 14w LM .n vA O Vl V1 VI VA 'n V► VA VA VA 11 14 1-4 ri r4 rl n .-1 r-/ rl r-1 r-i r4 r/ rl ri ri ri ri ri r-i r-i r't r-t ri \ \\ \ \ \ \ .4 It m n J J vA sn %D n n w w m a+ r-1 ri r'i ri rl ri r+ -38 -; n n n V1 \ O 0 O 1D C 11 O N pC W ri V 4l N • O O u V O 1D za owJ O N C, r4 a M v 1 eoa 41 00 00. Y Y M wtnn u4+w u u 1D r+ ri ri m� �e O O O ri nm .-1 n .. \ a 1D co .-i 00 O n 00 t 6 VI � v 1 w 0 to C4a w v w Y O O O to zc a O V w a -+ oo eD OD w C tYl tv a m a V D. D: `-' n V1 Go 1D r-i m ri en 0 \ 4 11 rl Vi CO 1D w n co to m n 01 n 1D O n VA 1 1 1D n N w n ell ri � O JnntnJn VAJnn1n Nrir -1000 OOr- inJV1J n \ C, n t Ln > w t0rl tnn a-.1 nnriwrn go co m C a 1 -rt V co ri nnm 0% nn 01w r- %D JN ri ri o ONnlDw mw inn v C O " N N r-t r-i ri H r 4 r-i 0$. n 3 m v 4 w Ix fs. X w tri O O 0 n1DNN V dP nonnn0 in C4 n4nr -ir-tN 1DV14N.Dnn V-+ O t.-1 O n ul N 11 nNNN ri rl r-INn1D 1D n Vl 00 1. O m N w v v GO 3 vm O V W u n N W V C 3 0 w a Y sb 0 O m a > a r= u a? C O to Vl 9 a u U X w n VA n N N N 1 w N 4 1 w n rd 1D 1 n ri VI n n h 1 w V 1111 w r- %D wnnV" n1D JnN r-4 r-4 ri r-t ri nNn 00 %0 OOOOOUI tn000tnrn vinNloln Ow000OO mnVlmnN %0rAC -4 ♦Ow %04m"rir4 N 0wr:r-{m ri N N r-1 ri r♦ ri r-i ri ri r-i ri ri N N ri 000000 000Noo 04Nnto01 rn000000 Vl %D ri m n rn 11 11 10 N m Vl ri 1D in n N n n 1D n N J N rn < n %D 1 n J n C4 N N r i 1-4 r i r4 N n V 1 n %D 1 000000 OOOVAVAtn tnooc4mw 0-0000 n n J 10 10 V1 m m m n n m m VA O n V7 1 h 11 m 1D m" n ri ri 1-4 ri ri ri r-i ri ri N n N ri ri r♦ r1 ri N ri vAotn VlLno OornOOO 0000tnn nv%v%000tn Vl 17 N VA J J .-i N VA N w 1D J 1 10 14 w n w 1D 10 H ri Vt N n fl) 1nNN nnn J 4 nNri ri 1-4 N J11n d' OOOOo%n 0000011 OOVItn00 0000000 O 1 o C1 10 n N Vl J n n rl w N n 1 1D J n n w 0 m O Vl 1 r♦ wNO wn1D hVAn wmn &A1 14 -4 ri nit 10 .-1 O 14w LM .n vA O Vl V1 VI VA 'n V► VA VA VA 11 14 1-4 ri r4 rl n .-1 r-/ rl r-1 r-i r4 r/ rl ri ri ri ri ri r-i r-i r't r-t ri \ \\ \ \ \ \ .4 It m n J J vA sn %D n n w w m a+ r-1 ri r'i ri rl ri r+ -38 -; n n n V1 \ O 0 O 1D C 11 O N pC W ri V 4l N • O O u V O 1D za owJ O N C, r4 a M v 1 eoa 41 00 00. Y Y M wtnn u4+w u u 1D r+ ri ri m� �e O O O ri nm .-1 n .. \ a 1D co .-i 00 O n 00 t 6 VI � v 1 w 0 to C4a w v w Y O O O to zc a O V w a -+ oo eD OD w C tYl tv a m a V D. D: `-' n V1 Go 1D r-i m ri en 0 \ 4 below gage 12- 0540 -00 on the Duckabush was calculated to be 13.9 square miles. Using the flow to area ratio derived for Jefferson Creek, the same ratio was used on these lower portions of the Dosewallips and Duckabush to arrive at flow figures for each of these rivers and then these flow figures were added to the flow at the respective aforementioned gages. The following correlation table for the Dosewallips and Duckabush Rivers gives the actual numbers used in arriving at the correlation. Twenty -one streams which were proposed for some sort of action under the IRPP for WRIA 16 were also correlated to Jefferson Creek and that material as presented in the following tables. • -39- • • Y V d U a q 3 r to AO C O Y d d v C 0 q d w O d a -� w 0 w V > z > M d ••4 q N V 0 =W A 0 o c u x A � o q 'O P. u H q O 3 c � N w C g s td. L q 3 0 O V r-y e3 dw O d � Y � u v t 3 V ++ O 3 U+ O to w d W W d ti Table 2 N e'P ODD �o �DJN �Dnr{V1nO O JN♦DJJ rl%DJ Da�w O r V1 N O n %o co -,o %D n %D in en N r1 rr rr r♦ rr en N n O dl N > w V V .7 C d . C O o0 0� r-f O V1 s-1 r-r V1 .D V1 O O aD O J V1 O O O O J r` oD aD CO V1 T M %0 Q, M M h ri CV r4 .4 0, %D V1 M N N rf N gn 0 co rr rf $. ri N N rr r♦ rr ri ri r-1 r-i r-i ri r-I N N O U Le. X e�1 o C's WNr4J a0 V%.4o.-t corn rnODJcor,H NOJNM.O Gil K, 01 rn 1-4 .J %D %o .o F- r•1 O, to rt %D %n en N oD N J S %0 J ri Jr`%0 rn MJ MN NN ri 1-1 rf HNMN N%o r- T e`P MUYN M�DO Mt�OONri r4,490OW rOrrNOrJ O JMMrnJJ NJMJJJ MN r• H riCV CI) JN en •• d N > e4e V V -3 n C d V 0 Nnrr NMr1 CrIOOm%D -1 rf ri NMri HcnJ NNN v C O N J rtD N ap O O n r'• r` %D V1 J M N r♦ rt ri e-f M %D ri M M 3 q N r-1 r-f r-f H rt • rf rl r/ 0 d t~r. u O T N N M 0, N 14 r- V1 N %0 rl r1 M J f- N M n M N CO ON a' r. J MNri N CV JMMNN Nr1 r{r1 rt V4 r-4 NM MM rf NN CID MO% co .1 r\C7•JO NNOh%D%0 Nn NNNO% aF MNN mcn C4 V%gn en C4 r4 rf 000 OO.�NM.M O a� m w > co . . . . . W %D r. . . O. . . . . . . O Or . . . . . C d +-+ V a° O O re W %D in f� h rn u► J J M N r-4 rt 0 0 O N J OD 0% 0% v c O ri ri 3 v tn r0+ y f+. V X W aDNN rn Mao 4N %D 0 OD C% rf OJ f-N co r•r 0en140tn dP O N OD N V1 C; CD 0 V1 M N rl ri rl aD N N J N aD O N MNN 14 r'f Hrf rf r4 NNN r-e In Lei N O d V1 N V1 V1 N %n V1 N N r-i ri rf r4 e4 re M L r4 ri r 4 rr N r- rf H r4 4 r♦ rl ri rl rl rd r-f ri \ \ \ \ \ \ \ cs \ \ \ \\\ \ \ \ \ \\ \ \ \\ \\ O O rt -4 N N N A ri -4 C4 CV MM JJ NN%D%D r%r�aD ao 0%0% f-4 r4 rl r4 rf H —40 —! C d 1 N V C N U _ C Aj c0S w u SV+ V C O q V to .0 V S. 0 rr 4+ u c 3 u V W u C V10J0 u0rygy.0 d 0.1g 7 Y h V Lr d d ,4 W a S. O JC q > to O rr q h tJ ! Z C:• > q N d .0 O 0 g c d O. Sd � . ++ .da 7 e.rW.0 v Iq+ OaDC q TS r-. q 10 W � V C C en V r.. q• 04. O V'd• Q 7 u W10 W= Y 0 vi in p > L L 34 tj 00 3t V4 C C L C r = y t • w O M to •.e •w u G a., S+ ••e 7 r7 ., d CJ u 3 C7 >. w t..+ 0> •.. to O N •C O 0 r+ L ..+ e3 rr d w%D d w s. V.+•oV uu..d L V N 'O > A CW -k�°ai U UA 4..0tto n < V z° dl ji N LM rn M O \ rt ..e E .. o en c• O� O J N N M v O v O W O O O r O q O � O d O : + .o N o qo wo T 00 In Vo O N O ODO d 0 • c M oo J C4ri N N .-1 to q %n 11 OO d to d C N q N q to U to 14 W r♦ C q co en Z O 0 S. O Rd d � 0yc u Y > °V 00.0 °o w PPC > C/ O Y ,07 00 V7 r, Apf.]G 0 & vs a V) d 3 co C V w d Y 0o W to V d cc V "d'e < V z° dl ji N LM rn M O \ rt F O O 1 0 n in 0 N rq O z U 1 N a H a m N Table 3 .-a � n J rq CO Ln %D rt u1 %V V1 ul in w 0 0% u1 O O O O S N n ^JD q r- OD enn%DJ On%0n Ow 1-1 ri JJOn in O,N n0%co ✓ in %n in J J u1%On Q`m nuln NN r-i ri r-in 4 ✓1 Ln o q O v 3 CD 01r4CO U's r4 r4 ul%Oen0O WOJUN0w OOJnOeD L W epr rq NN rq ri r4 rl ri rt rt rq 0� �Ohn NNri N Vl ri r4 V4 6pUk+ d u1er1000u1 OOOOV1u+ OOU1000 000U1u10 �P 00 nJ O+ODnra r- iNJ�DCT V1,.Or4NOD%O q4 "Co-f- �V nnNNnn nJU1 .Dnr -DJnNr4r -4 rir'INNnn. r1 O N U% rt.J w u1 r4 O J N u1 u1 w J n n r4 N N 0. N n a0 q rinn„•. -en o�ONn4VI .0 4 ne�10 r4 .DUMNrnOJ L JJv7rq 0+0 m0r -1NU1J rt 0 V, n C4 J-.0 ri n Ln%O O r4 r♦ rt r4 r{ H 1-1 H ri 1-1 r1 rq ri >♦ r-1 N q o N 3 co eV U1 ri J co rn r+OJ win en 04 Wf, 4 NOJ Nn%D W r-r 000 %00%n 1-4 -T q0 g0%0n n0•ut rl qD u1 .MN.! OnJJ-.DJ 1+ d Cc — 4 r"O " n J gn r414 rl ri N n in h %0 4pUk. ep d 000000 000000 coo U100 Oenen000 0++00 in 00 On to rn nJenJ u10 u1 wN n%Dn co 0o co 0,J0 r-1 qC* 0,%0 r0i-.0 U1 u1 VI r. Or0l rim 0r. inmN.N Nnnn6�Q VI in en u 4 -4 r4 r4 ri r4 rl�.4 rri rte r4 -4 vt e-1 rat rte I-�--�� n J J u1 N %D �D n r m OD O• T r-1 rl ri r-1 .i rq -41 -. * I 01 • Or-4 %0%0Jtn %Dr�r4u1nto 0 4 n.4 4 4 ratJ J W 0•W n q �OnC%r -1JJ NN14 eq wONO%On nn4Thn JnNri r4 r4 Nrq J%D en cc r1 .-4 4r-4NN v a.r � W O r-1 0. n T3 O w 3 O aDnr4%nr -co OJn.OJJ r %V- 1%0V,CD V r+6D ntn Ln CO r- %D On%O sDn%D VI N r4 r-1 ri 9-+r-4 nNn co r4 �pCDw e3� v OV10000 000000 u1OOV100 0000000 a! °a+oD O.nJnnCo O ell %0nn4 CDONnJN HC%Hrq.00 O q CS rt r4 4 rd 4 r♦ N N n J u1 u1 n n N r-1 r4 ri r-1 ri r4 r-1 N o� U .-a � n J rq CO Ln %D rt u1 %V V1 ul in w 0 0% u1 O O O O S N n ^JD q r- OD enn%DJ On%0n Ow 1-1 ri JJOn in O,N n0%co ✓ in %n in J J u1%On Q`m nuln NN r-i ri r-in 4 ✓1 Ln o q O v 3 CD 01r4CO U's r4 r4 ul%Oen0O WOJUN0w OOJnOeD L W epr rq NN rq ri r4 rl ri rt rt rq 0� �Ohn NNri N Vl ri r4 V4 6pUk+ d u1er1000u1 OOOOV1u+ OOU1000 000U1u10 �P 00 nJ O+ODnra r- iNJ�DCT V1,.Or4NOD%O q4 "Co-f- �V nnNNnn nJU1 .Dnr -DJnNr4r -4 rir'INNnn. r1 O N U% rt.J w u1 r4 O J N u1 u1 w J n n r4 N N 0. N n a0 q rinn„•. -en o�ONn4VI .0 4 ne�10 r4 .DUMNrnOJ L JJv7rq 0+0 m0r -1NU1J rt 0 V, n C4 J-.0 ri n Ln%O O r4 r♦ rt r4 r{ H 1-1 H ri 1-1 r1 rq ri >♦ r-1 N q o N 3 co eV U1 ri J co rn r+OJ win en 04 Wf, 4 NOJ Nn%D W r-r 000 %00%n 1-4 -T q0 g0%0n n0•ut rl qD u1 .MN.! OnJJ-.DJ 1+ d Cc — 4 r"O " n J gn r414 rl ri N n in h %0 4pUk. ep d 000000 000000 coo U100 Oenen000 0++00 in 00 On to rn nJenJ u10 u1 wN n%Dn co 0o co 0,J0 r-1 qC* 0,%0 r0i-.0 U1 u1 VI r. Or0l rim 0r. inmN.N Nnnn6�Q VI in en u 4 -4 r4 r4 ri r4 rl�.4 rri rte r4 -4 vt e-1 rat rte I-�--�� n J J u1 N %D �D n r m OD O• T r-1 rl ri r-1 .i rq -41 -. * I 01 • � 0 10 NE t7 0� O t* a` H 3 �soc�3 C7 t3 C i+ CJ t7 r+ G.0uLa o�' L DO c a 3 L JJ 0 O 4 r4 � I I to0ci3 CJ -+ OD O 1.. 01 W r. G .o U La o a+ to .-f cc U w h Q Table 4 natnn%D0 nNnanI,rn %D.D01rrP1ri %10 ID 0011 r-101 co ri C, co nto r�N n ri G, ri ntT CO r- 1D r- -i CO NJ N ri ri N .-f r♦ N N N n J 1 N N r-i r-t rK N N nU1,Nn.Da m war- r-c .-1.7000 r�Orin0%1 1 en n%11J n4M111 nN rl rl r4 Nn4 v1 0 %1 0 0 0 0 O V1 in U'1 0 to to in V1 1r %1 M Co O to %1 0 0 1-- %1 %1 %0 Ln J coo n ra 0` rh %D tT N 0 r- %D V1 %D O, .T 0 01 ri ri .-1 ri ri r♦ ri N N M M n N rf .-i e-{ r-i rl oOo%1oo 000000 00%100%1 000000 n%0 to n%D%0 ri J 0, 10n r-%1 ri V1 e'*4 0 O%1 c0I- %ln MMMMNN MMMIntD%1 4nNr4 rlri r4 P4 cliIn44 N r, ri N M e4 1D r{ c0 r-f 0 % N 14 .q W1 n rl n ri l %1 %1 %1 N1 %0 N to co Or- r- f,%D Ln 1 nNri ri r4 ri n%0 rIMn e-i ri rl 1-1 ri H ri ri N r`ri r, n ri %D rl O riOO Nri%0tn en %D nr- 11%1%t to r` O ri M 7 J -t 4 %D ri %0 O 1 CO n ID n rt ri O v' O O ND 1in&M -1 n 4440%D0 tnnNr-i 4H r-41-1MJ✓1V1 0%01"to n 01 u". r4 r`%1 N%D r1 N%00` fl- N r% r- n U100• en O+. -1 rim "N ri CA N O+ n 0% 0`1 to 1D T nn101 C14 %D en 1-4 00% Or, o%0 r-10 co%0 JNN eV 1f-01%1r- r-f r-i ri rt ri ri ri rl ri r4 ri r4 0, 0%NNn 0% nri f.- tn." t0 -f NnJf-N nf-n UN O 0, Co co 0%r-1 r-1c NV101N0. f-1nN r4 N 1-4 %0 rd in J 01 N J n n N CV N. ri ri r-I r1 r-f ri CV n n M 000000 000000 000tnoo OOOOOO %100000 0%0%%1%100 %1%lnnenM NnN000 O+rN-t0OOf� V% to r- 0•r 0i r0.1 r- %D 1NNN n10 Ori N .4 r4 W, UY to U1 to to h N to N n UN r1 rl ra r-f .-t 1-1 r-1 ri e-f r-f ri r-i ri rt rd rf � r4 re 11 r-1 r-1 rl .-1 \ \ \ \ \ \ \ \\\\\ \\ \ \\\ \ \ \\\\ O O r♦ 1-1 N N ri ri N N n n 1 J V1 U1 %D .D n r- Co Co ON Q• .-i r♦ r4 ri 11 ri -42 J V1 CO 1D r-1 O� cn n O .-t 6 r. 0o L �+ o 1 O Q to u'1 � I N ri 3 W O of 3 O W— w o Z yGUk. 4 U G U W 47 d�9 to ►. oyO N CJ U O a: U U a 1 L JJ 0 O 4 r4 � I I to0ci3 CJ -+ OD O 1.. 01 W r. G .o U La o a+ to .-f cc U w h Q Table 4 natnn%D0 nNnanI,rn %D.D01rrP1ri %10 ID 0011 r-101 co ri C, co nto r�N n ri G, ri ntT CO r- 1D r- -i CO NJ N ri ri N .-f r♦ N N N n J 1 N N r-i r-t rK N N nU1,Nn.Da m war- r-c .-1.7000 r�Orin0%1 1 en n%11J n4M111 nN rl rl r4 Nn4 v1 0 %1 0 0 0 0 O V1 in U'1 0 to to in V1 1r %1 M Co O to %1 0 0 1-- %1 %1 %0 Ln J coo n ra 0` rh %D tT N 0 r- %D V1 %D O, .T 0 01 ri ri .-1 ri ri r♦ ri N N M M n N rf .-i e-{ r-i rl oOo%1oo 000000 00%100%1 000000 n%0 to n%D%0 ri J 0, 10n r-%1 ri V1 e'*4 0 O%1 c0I- %ln MMMMNN MMMIntD%1 4nNr4 rlri r4 P4 cliIn44 N r, ri N M e4 1D r{ c0 r-f 0 % N 14 .q W1 n rl n ri l %1 %1 %1 N1 %0 N to co Or- r- f,%D Ln 1 nNri ri r4 ri n%0 rIMn e-i ri rl 1-1 ri H ri ri N r`ri r, n ri %D rl O riOO Nri%0tn en %D nr- 11%1%t to r` O ri M 7 J -t 4 %D ri %0 O 1 CO n ID n rt ri O v' O O ND 1in&M -1 n 4440%D0 tnnNr-i 4H r-41-1MJ✓1V1 0%01"to n 01 u". r4 r`%1 N%D r1 N%00` fl- N r% r- n U100• en O+. -1 rim "N ri CA N O+ n 0% 0`1 to 1D T nn101 C14 %D en 1-4 00% Or, o%0 r-10 co%0 JNN eV 1f-01%1r- r-f r-i ri rt ri ri ri rl ri r4 ri r4 0, 0%NNn 0% nri f.- tn." t0 -f NnJf-N nf-n UN O 0, Co co 0%r-1 r-1c NV101N0. f-1nN r4 N 1-4 %0 rd in J 01 N J n n N CV N. ri ri r-I r1 r-f ri CV n n M 000000 000000 000tnoo OOOOOO %100000 0%0%%1%100 %1%lnnenM NnN000 O+rN-t0OOf� V% to r- 0•r 0i r0.1 r- %D 1NNN n10 Ori N .4 r4 W, UY to U1 to to h N to N n UN r1 rl ra r-f .-t 1-1 r-1 ri e-f r-f ri r-i ri rt rd rf � r4 re 11 r-1 r-1 rl .-1 \ \ \ \ \ \ \ \\\\\ \\ \ \\\ \ \ \\\\ O O r♦ 1-1 N N ri ri N N n n 1 J V1 U1 %D .D n r- Co Co ON Q• .-i r♦ r4 ri 11 ri -42 J V1 CO 1D r-1 O� cn n O .-t 6 H ac W i� P V \40 N 4 N V V O O P V V ^ V 44 \ 4 O N 4 N Y O C E 4 N � w S f r O• N m P N n .f A N Pf P t•1 m O N N J ✓f V A P N m O N P h N n ^ N A A N A A P O N J N J N P1 N N J -0 �! l'1 w w w w w n n N w ^ A N P w m P1 O A �O P1 O w P n m P N N N w J Of A V ^' Al J N t0 N N N w N �O A m m m P1 n N O N N N N ^ A A J J w J N P O O ^ O O N N N w ^ w1 A N O w w w w N m P O m V N O P ^ J P J w of N m n w m A m m N O N N N M N N N N N J J N N n N w 'O N N N w J J N m N N a .L N v n A a N Y U w ✓ 91 0 r L Y J1 Y •r�+ 4 C V V V Y ✓ O V Y �r 4 w ✓ w ✓ O •••� L A 9 V Y V Y 7 O_ N 'O A m P V A J ••� M Y •r� +y V '1 • 7 • • Y O N N N N J 0 0 �O O P n N n m N V O V N It J P m P A VI •^ O O .N. w w w O ^ N V1,60 O O N O 0 0 O O O N N N O N N m N O m O N �m 3 t • 0 • m n n J O N O n n llO w e•1 Pf w J a n O N N N ^ n et r J^ J Vf ^ N O P A Y • V �D m O N w O N P m O P J P �O P A ^ .O n .+ J !f ^ V� \ M O ^ P P. O 'D .m+ ^ N .A.� ^ N N N �O N w P m .O•� n' N J � Y V O N P J O Vf N N N O P O N N N N Pf O 10 N m A of n N A N %O 10 w Vl n J m N O ev N. Pf N ^ be N N N hi an N N O N n O r N N N w V \ 4 O m P m *O N A w Q OG V ^ 1tW < Y m N w O O M m ^ J n ^ N N N N M ^ P w m V J • N N .� .� .T w A N P m V1 w w m rf m J m N J N .O m w O N N - A w P w � .O+ o v. on �•+ ^ m N • � rb w N r r V V Jt v r N V ✓ M wYi N ✓ f3 V O N Y V O V✓ O V V V � V xa Y � O m ►� • N f7 ✓ O ^� Y O C Y • 0 .Or 0 w 0 w wl �7 V ii S J •i T S /r N W> 3 3= ? Q O O w r N N w w N m N O n N N N O ^ N N O O T d O P A w N A b N It O f Y ^ O O ; �+ N w w O ^ N N m O O N O O O O O O 4 P t N N w w -43 -{ N N O N N m N O m O N �m 3 t • 0 • • 1 1 • • Pf N 0 m O N rO� i > co Q E•t r� F Q•. 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J A 0 0 N O O O O O O w .-r -'•• A V1 m A N p N p O m J b O A b •) J b aD m A V) N N A Vf J A b b N N N p O A b A N J w h �e .t A A O J .+ J V C J O > a v 4 V Y ms ex V •.4i V w M Y Y -sr •4� O 4 4 V ♦.t M .+ ✓ w ✓ O .� Y q 4 4 .1 O 7 V 4 V Y > O Vf b A m p V .-1 +� y .+ w V M •.� V a • O • • Y O N N N N J N> 3 2 2 2 0 0 Cl 0 0 0 N N w N m m Cl. b A H N N O w N N O O b O p A w Vt n 0 V) bO .••• N b J w P m p A N •-� .+ O O V1 w w w O w N N m O O N O O O O O O N w w O O N O N m < d b b J w P O O N J p N J Vf Vf Vf b J A 0 0 0 0 e: o .» o .: .+ •a 1 0 • p v N O m N m m A b N J N N A n N H N N P A n m b J N O O O O O N w w O w w N b O O w O O O O O O \ w w N m m m n A N n J p A b rt N d N .e N n A p \ b b b J w p O w J O N J p N J N w N N b J A O O O O O• O w O w Oq J O O -+ 0 0 0 0 0 0 p p m b b J M A Vf J P O P1 N b N w m A p b N O O O O w O w w J w A O O N O O O O O O on A A A b p -+ O •+ m b w w O N Vf v js w. 4a 2 ^ .+ .•� A J -w Y r0 O -+ J J O 7 a O v Y Y Y N v Y Y O • Y Y L Y Jt Y .� O Y Y Y Y ✓ O Y Y M • .~.� C N v O ^� Q -+ Y q V 0 p Y tl C 4 Y V � .f( -+ > • O N b' A m w P A Y .-, +� 7 .� V •.� •r� V 7 •• • • 4 O 0 N 0 N N N 0 0 0 J 0 • N N w N •7 h O A N Yf N w N N O O b O P n w N n m N b O b ++ N b J .O•• p m P n .N —47 —! r tir .o H' t r d� �j H i 101 01 01 • • • F7[' h' ,r z 0 w� "oof F � 1+ 3 u 3 p�WC F• aN< L N iL atV Oy C QQ ' fH uu P<<• W4ZW4 .i O V H N J N H P n Y ^ O .Nr V O Y n V O n 0 y P Y ^ ; n O 8 A V a ■ N O P n u .+ YO A Y n Y O apt Q O P Y V ••• V it Y O B A y fq O • Y O• < N P O V O P P N m n N w m •O O n J J n N 11 n O t'f J P1 N m n b r: M 4 m O ^ n �O e1 A P P P N' eD P P P CO •O b J �D t0 n n O a0 N �O h w aD O P V J J ••� •'� w ^ N n A N w a+ !� 1•f J J J 1.1 J O N P J A n N 1•� N P �•• n 01 w J w N 0. 1N O N In J J n ••• J n N P N n A O J N J on J J N n %O N n Oh M O 10 ^ •O N P of n J N P 1.1 n b A n n N N n b �D N n ti s aD O N aD O n N A N w n n N 1• P P P n E� N O n. n 10 J 11 n O m O N O P P P 47 10 10 J 10 m n :2 O J •+ r• •� w N n P- C! n O m N en 0 0 0 0 0 0 n M n n 4 n 10 n n n n in n A ti O w O N •O O N N O n n N N N N �+ n J J J n P O �O N N N w •'+ n n N eb N ■ M n i X O J O � ri v v Y M JVL n v Y X V ++ J .j O Y V Y O V V v Y O V V M Y .•� V .•1 O .+ V V Y V A N Q ••I J O a•t � t p O X /� N O ••• '• n y N M y .i V 7 A■ A A Y O N N N N J ti v x x •a a= s a. H V rn > 3 3 x Z o 0 0 0 0 0 N N m n O A n n N O w N n O O �O O P O n �O O '. N -O J w P O P n n •: O O n '+ •+ w 0 •+ N n 0 0 0 N O O O O O O N w ^ n %O A to w w n n n O N N N �+ n J J w J n P O O w �O O N N N ••^ w ' • I•'1 !f N '. m n 'O P n n n b O n N n N �+ J w m •O aD P 6D N cD m A n n N J n n !7 n P A n J N �+ .r •+ .� .� N V N w w P J n A n •O P J J N n 1.1 b • n J 10 P �D n �O n b N • P N ^ .N•• N A n N O .+ ,•• w .+ N N N N O N n A. N O � 1•f O w '+ '+ •'+ O • N N w %O A N e•f N O P �O O J n b n N O •+ n N 4 J N !1 d J J n P n 1+ O N A P n N i1 O J - J n N �O n 1n P/ �O �• P O �+ A b N M r t+ P O P O n P N n 1� A � tiJ•• w • 1•! �O d P J �+ m n 1.1 P A w n ^ � O N 04 N N •w n 6 v a N J V X .•01 J °Y 0 Y Y V ■ 1• Y Y V w Y Y Y V Y pl Y •d V O Y • O V VO nO•• /� O P 0 0 0 0 N N •� •"' N b n O A n n N I w N n O O •D O P /� w n ti C n �O O N 1i J P b P n n .+ O O n .� •+ w 0 �+ N n O 0 O N O 0 0 0 0 0 N N w -48- N O N O n m J N C. N n n O ca H f f HI Fisheries Information The fisheries instream resource is important in this basin for several reasons. It is the basis for a large recreation and tourism industry that is focused on anadromous species but holds resident trout and shell - fishing (as affected by stream flows) important as well. From a tribal perspective, anadromous species are extremely important from a ceremonial and subsistence viewpoint. The Washington Department of Fisheries conducts fish surveys to determine salmon species occurrence in streams and rivers. The information gathered included the earliest and latest dates observed and the one day peak count. A table for all streams surveyed follows. • • -49- -50 -! AV/NL1/040528/85(1) Table 17 SALMON OCCURRENCE IN RIVERS AND STREAMS OF iWRIA 16 — Stream Name Earliest One day and 16MF Number Species Latest Dates Peak 3/ Tributary To Observed 2/ Count Brown Creek (0047) No observations South Fork; Skokomish River Cedar Creek (0066) No observations South Fork, Skokomish River Clark Creek (0224) Chum 12/26 68 Hood Canal Coho 11/15 -12/10 2 Dosewallips Park Slough No observations Hood Canal Slough (0442A) Dosevallips River (0442) Chinook 8/28 -10/25 56 Hood Canal Chum 9/4 -1/21 1,787 Coho 9/24 -1/18 165 Pink 9/4 -10/31 20,238 Sockeye 10 /1 1 Duckabush River (0351) Chinook 9/3 -10/25 18 Hood Canal Chum 9/1 -1/25 6,334 Coho 9/22 -1/18 200 Pink 8/19 -10/28 33,100 Sockeye 10/18 1 Eagle Creek (0243) Chinook 10/19 -11/30 1 Hood Canal Chum 9/25 -1/13 2,312 Coho 10/19-12/27 464 Eretai Creek* (0217) 7/ Chum 11/22 3 Hood Canal Finch Creek (0222) 5/ Chum 10/16 -12/31 1,500 Hood Canal Coho 12/13 -12/18 22 rtr Creek (0016) Coho 11/11 -1/25 78 Vance Creek ultor. Creek (0332) Chinook 11/9 -12/1 1 Hood Canal Chum 9/31 -2/19 654 Coho 11/4 -1/12 53 Hama Ha=a River (0251) Chinook 9/9 -10/28 98 Hood Canal Chum 9/14 -2/10 6,180 Coho 9/14 -1/7 404 Pink 8/4 -11/4 9,080 Sockeye 9/29-10 -27 7 Hill Creek (0221) Chum 11/25 -1/5 134 Hood Canal Coho 12/22 3 Hunter Creek (0007) 6/ Chinook 10/13 -10/20 4 Skokomish River Chum 12/8 -1/19 71 Coho 10/13 -1 /10 45 John Creek (0253) Chinook 9/28 -11/4 9 Hamma Hamma River Chum 9/5-1119 942 Coho 10/1 -1/8 353 Pink 9/23 -11/16 2,080 Jorsted Creek (0248) Chug 10/23-1/12 10,531 Hood Canal Coho 11/4 -12/29 44 Kirkland Creek (0014) Chum 11/15-12/29 71 South Fork, Skokomish River Coho 11 /11 -1 /18 65 Lebar Creek (0053) Chinook 10/15 1 South Fork, Skokomish River 1liwaup Creek (0230) Chinook 9/28 -10/29 2 Hood Canal Chum 9/5 -1/20 1,172 Coho 9/17 -12/17 20 Pink 9/21 -10/19 15 -50 -! AV/NL1/040528/85(1) AV/NL1 /040528 /85(2) -51 -= SALMON OCCURRENCE 1/ IN RIVERS AND STREAMS OF WRIA 16 (Continued) Stream Name and itDF Number Species Earliest and Latest Dates One day Peak 3/ Tributary To Observed 2/ Count Little Lilliwaup Chum 11 /10 -1/18 741 Hood Canal Creek (0028) Coho 11/15 -12/8 8 Pink 9/20 1 McDonald Creek (0349) Chum 11/26 -12/19 41 Hood Canal Coho 11/26 -12/3 2 McTaggart Creek (0105) Coho 11/27 -12/7 4 North Fork, Skokomish River Miller Creek (0225) Chum 11/14 -1/9 263 Hood Canal Coho 11/25 18 Pierce Creek (0438) Chum 10/29 -1/12 247 Hood Canal Coho 10/28 -12/27 67 Purdy Creek (0005) 4/ Chinook 9/21 -10/25 72 Skokomish River Chum 9/21 -12/22 15 Coho 10/5 -12/21 101 Richert Springs (0010) Chum 11/12 -1/22 1,264 Skokomish River Coho 9/28-2/1 14 Rocky Brook Creek (0449) Chinook 9/26-11/20 6 Dosewallips River Chum 9/26-1/9 28 Coho 10/14 -1/15 88 Pink 9/20 -10/24 4,158 Schaerer Creek (0326) Chum 11/26 -1 /10 297 Hood Canal Coho 12/7 -12/13 6 North Fork, Skokomish Chinook _ •10/10 -12/10 20 Skokomish River River (0001) Chum 10/23-2/13 2,237 Coho 10/19 -2/1 357 Sockeye 10/23 1 Skokomish River (0001) Chinook 8/16 -11/4 148 Hood Canal Chum 9/18 -1/17 624 Coho 9/7 -1/17 339 Pink 8/23 -10/18 76 Sockeye 9/15 -10120 2 South Fork, Skokomish Chinook 9/9 -11/4 72 Skokomish River River (0011) Chum 9/20 -1 /10 106 Coho 9/22 -1/3 35 Pink 9118- 10/18 3 Sockeye 9/29 1 Sund Creek (0226) Chum 11/14 -12/31 121 Hood Canal Coho 12/3 -12/16 30 ., Swift Creek (0012) Chum 11/27 -1/5 290 South Fork, Skokomish River Coho 10/30 -1 /10 50 Turner Creek (0059) No observations Hood Canal Vance Creek (0013) Chinook 9/24 -10/30 9 South Fork, Skokomish River Chum 9/24 -1119 685 Coho 10/24 -1/19 65 Waketickeh Creek (0318) Chum 11/18 -12/20 8 Hood Canal Walcott Slough (0558) Chum 1,570 Hood Canal Coho i AV/NL1 /040528 /85(2) -51 -= • • Stream Name or Number Walker Creek (0441A) Weaver Creek (0006) Unnamed Creek 0004 0005A 0009 0011B 0015 0019 0101 0215 0216 0218 0220 0244 0246 0252 0352 0353 0355 0438A (Trib..to Pierce) 0439 0443 0444 0474A (Trib. to 0470) SALMON OCCURRENCE IN RIVERS AND STREAMS OF L�RIA 16 1/ (Continued) Species Chum Coho Chum Coho No observations Coho Chum Coho Chum .Coho Chum Coho No observations Chum Coho Chum Chum No observations No observations Chum Coho No observations Chum Coho Chum Coho Chum Coho Chinook Chum Coho Pink Chum Coho No observations No observations Coho Latest Dates Peak 3/ Observed 2/ Count 11/18 -1/7 52 11/18-12/14 27 11/23-12/22 21 10/20 -1/17 33 12/2 12/11 -12/12 12/12 12/1 -1/5 12/1 11/27 -1/4 11/27 -1 /10 1/12 1/12 12/22 1/5 11/16 -1/24 11/16 -12/13 —11/24-2/9 11/24 -12/8 12/11 -12/30 12/11 -12/30 11/30 -12/19 12/7 -1/17 10/15 9/26-12/16 10/17 -1 /15 9/26 1/2-1/10 12/11 1/4 6 137 1 109 1 75 42 327 3 3 1 65 37 2,917 4 11 8 22 19 1 36 172 69 30 4 16 Tributary To Hood Canal Purdy Creek Skokomish River Purdy Creek Skokomish River Skokomish River South Fork, Skokomish River Vance Cr. North Fork, Skokomish River Hood Canal Hood Canal Hood Canal Hood Canal Eagle Creek Eagle Creek Hamma Hamma River Duckabush River Duckabush River Duckabush River Pierce Creek Hood Canal Dosewallips River Dosewallips River Dosewallips River AV/NL1/040528/85(3) l/ Salmon data from Washington Department of Fisheries survey counts from 1940 through 1984. 2/ These are the earliest and latest dates salmon were seen alive. 3/ One day peak count of live and dead salmon. 4/ WDF, George Adams Salmon Hatchery is located on Purdy Creek. / WDF, Hood Canal Salmon Hatchery is located on Finch Creek. 4/ IN , Shelton Trout Hatchery is located on Hunter Creek. 7/ Skokomish Indian Tribe operates a salmon hatchery on Enetai Creek. * Unnamed streams 0215, 0216, and Enetai Creek (0217) are located totally within the Skokomish Indian Reservation. -52 -' -1 Fisheries management policy for Hood Canal is predicated on a memorandum of understanding (MOU) between the Washington Department of Fisheries, the U.S. Fish and Wildlife Service, and the Point -No -Point Treaty Council. The memorandum 'is currently being renegotiated between the parties and scheduled for adoption in late 1985. A copy of the MOU is included in the appendix. A total of 119.61 cfs of water rights exist in WRIA 16 for fish propa- gation. Table 18 lists all fish propagation water rights in WRIA 16. -53- • • 3 Z H H H H CC 3` O M t O A. O cc 0. S to H t*. • 0 c G -+ L t-_ a V V C .+ w w Y .O+ Ao >r L v O L w u O N u C ..t v °a Z Table 18 v v v .v v v v v v v< v v V v v v v caS %D t1 J aO V1 V n M er1 T V1 r-{ N N CO ° CD � N e+Ui cn � to N r D?' fn T o .1 O m .? J o N a n rd n N en u'1 w e- w O O Vt .-t O .-e e'1 10 N rN re %n %D V1 J J J rY e- V% O N O. 4 N %A N O t- O% o ao O N V' O C% w O V1 J J N to e•/ J to V1 O try O 10 iT O V1 1-1 J J %D tA V% 1-1. 1 h rb 1-1 ri rl N O N N N N O N O N N N N N N N N N N N N N. N N N N N N N N N N N N N N N to H N to to to y N N to to H N N N to H to to N to N to Co to to to V+ b Go r- IA ri o O tt/ r-d N N N rl ri t` r e'1 rt u u . t r< ri N N N N. e r t H r-1 v4 N t•1 O . t en w w w u . O �D V N h V t) tJ tJ tl t) V tJ t! to w u n V V V to w V u w w w w w w w w w w u to u w w w w u V N cn t3/� W N to N in W to N w N w .?N to • to to to ..0 to G N aD .±yy� t3t/o� .7N .fit 3 .yyR+ .)r+ .J.N .]yye+ V yt �a N .-1 N N W .}y.► w .7!+ .N .t.TW to .N N u1 .N ,.Ic+ .k* 2 .{rN{k+ .i+ 7 .3?? 33 .NN t! En ��1. L .3.k+ Jd WW .,_k W .X v y N y W Z Z N Z Z Z Z Z N to to W V) N Z Z (n Z Z N cn to 3 .z 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 ,s 3 3 3 3 e" /"� J d J J J J J J J J J J J J J J J t•1 t•f N en eh n N N N a a a a a s rr cc a rs a x D cc x x a ac x x o: x a a a sr rr z z z z z z z z z z z z z z z z z z z z z z z z z z z •"1 ''� .7 ri 14 r♦ .-t ri -4 ri .i .-t N N N N N N P1 m J J J J Vl V% %D lti N N N N N N N N N N N N N N N N N N N N N N N N N N N H H H H H H H H H H H H H H H H H H H H H H H H H H H H r4. O n n n co co rd co d � V1 to o .1 n .4 J co V1 CO t- n rt rt V% \ \ J V• t- ri \ v tD J r- \ co N \ co \ CIA e� h V1 ._ \ \ \ \ J J In ri O+ \ \ \ V, n \ \ \ \ O n O J r, s n \ \ \ 1 fn t0 O J \ \ \ N N Go N J \ rl IA %D en O rd H N N N N VI V1 H \ \ \ rt \ N \ r 4 \ \ m \ t` n \ en \ vi N N \ O N O \ O \ H \ O O \ O O \ \ \ .1 N N 0% V1 J rt rt rt M rt H ri 0% rt H ri rt CO ri r1 CO ri Co CT en N w v w N �. > > w w > > > > > 0.M' i C3 co d .0 Le d N 0 Z t S 0 e0 w 0 0 Q w w e0 0 w C .c C b O ."e V o U U 1. V M g m A •e C $4 e C e L. c c c w 0 n e V U -A +e 0 0 U 0 0 0 U 0 0 0 . w 7 .14 1 v b V E E l N ti e E U U U U U U U V U o U o w w w 0 0 e w w co v v x v e+ u v x x be u v v v .- v v v e x x O O O w O w O O c O O O to O O O C V 0 O O O x V d x O O w O O O o O O O O O O +• w N to S S .? S a h N to S .^ W 5 S S W 7C S S ►3 A A S U a e e m e t,o e e e 6 e eC w E x w c e l a e e0 e w 0 0 t0 co e3 3 c x eo w x e co w w +-1 w e+ w w w w w w w w w w w w +4 O u w o• " owi o. u u ,W .r u v v v v v: v x x y_4 c. sw. : Flow Studies and Data Flow information was gathered and instream flow incremental methodology (IFIM) studies were conducted and used with other applicable data to describe instream resource conditions. Instream Flow Incremental Methodology Instream flow incremental methodology studies were conducted on selected reaches of three rivers and five streams within WRIA 16. The Department of Fisheries conducted the studies in cooperation with WDOE, WDG, and the Point -No -Point Treaty Council on the Dosewallips, Duckabush, and Hamma Hamma rivers, and on Eagle Creek, Finch Creek, Fulton Creek, John Creek, and Jorsted Creek. Data, studies, and information gathered by the FWS. was used for the Skokomish River 'and its South Fork. Background data, notes, computer printouts, and other relevant information are all included in the appendix, starting on page 164. The IFIM technique, developed by the Cooperative Instream Flow Service Group of the USFWS, involves the collection of discharge, stage, velocity, and depth measurements over a range of flows to develop a hydraulic model y of behavior of these parameters with changes in flow through typical channel sections. The areal distribution of substrate types and sizes is Also included in the model. Vel<:city, depth, and substrate preference criteria are specified for various fish species and life stages of interest. These criteria are interfaced by computer with the hydraulic model to derive weighted usable channel area for various levels of I -55- 0 discharge for each fish species and lifestage. Graphs of weighted usable area versus discharge can be created for each species /lifestage and used to evaluate instream flow requirements for fish. Study sites for the IFIMs on each stream are chosen to typify the entire stream reach for which the study will apply. For example, eight study transects were used at the IFIM site on the Duckabush River to represent the deep pool -wide riffle patterns so common in the lower portion of that river. Using substrate preference criteria provided by WDF and WDG, weighted usable area versus discharge tables were obtained from a computer. These are found in the technical report for this program [Technical Report Number 74]. These curves were used as the basis for determining instream flows for the river where IFIM studies were conducted. In each case, the instream flows are tailored to the species and lifestages found in the stream at a particular time. Because different species/ lifestages may prefer different conditions, it is necessary, during some periods, to optimize among them. For instance this is the case for coho and chum spawning which occurs during the same time. The hydrographs developed for the streams of WRIA 16, together with the fish habitat data developed using the IFIM, and recommendation from WDF, WDG, and PNPTC, were used to develop the instream flows and other actions proposed by WDOE in this program. -56- Figure 46 IFIM STUDY SITES C WATER RE.S�,OURCE INVENTORY AREA 16 —57— River ver 0 • • Table 19 Legal Descriptions of IFIM Sites Dos ewallips River T26N, R2W; h'W'kSE4 Sec. 34 Duckabush River T25N, R2W; SW, Sec. 16 Eagle Creek T23N, R3W; NE4h'Ek Sec. 17 Finch Creek T22N, R4W; SEkSEk Sec. 11 Fulton Creek T25N3, R2W; NEk Sec. 31 Hamma iiamma River T24N, R3W; NEkNEZ Sec. 28 John Creek T24N, R3W; SWkNWk Sec. 27 Jorsted Creek T24N, R3W; SWk Sec. 34 -58- The IFIM studies locations are depicted in Figure 48 and Table 19. Site selection was done with the concurrence of WDF, WDG, PNPTC, and WDOE. 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L- }iry :C': `•.: -•N <•.�`•• Y 4.040 O 3 O G •43'110• G �3 • •.. p.3..ho SIi. ^; -C • Z r ( pj Sae..o AGn�+a�: i•ie Lca cY.4 A�:r �••3 .��.- ••.4r ^•r� �qw � -� =a +� i� ••..N_ ^. •GV••IFh••, i. ^•• i ff••1'1NNw1^ • f as1� :y4 • : : �. •ry � J •J :,V _ _hw,N ••t.rr �•4 rIM, /•rf.er �• •iO _N/.fn•f. •.•4.W _Nh•Af•wr0•� _•W v •••.•••••r ••.•••w1.•• i f s • • • • • • • I • • • M • • • • • • • 1 • • : Y • • • • • • • • • • • � • • • • • • • • • • : • • -67- i • :7 • cc C, C, F. Table 31 Gr C, 14 C. C. : = 0. C-0 > %, t _011:ctt : — - - - c;b*c; 7. etc:,: ..r Z: 61" ::Omp*N . . . . . . . • m C! . I f.7 n Table 30 . . . . . . . . . . _. V-s I . . . •. . . . . . I . . . . . • • .. • • . • • .. • . • . . • • • • .. .. • —68— B Figure 49 u NUA ON DOSEWRLLIPS RIVER FOR SPAWNING CHUM 0 A 4so00 1 40500 N 36000 5 0 31500 F 27000 T • 22500 P 18000 E . R 13500 i 0 9000 0 0 4500 ' F 0 T 0 120 240 360 480 600 720 840 960 1080 1200 FLOW IN CF5 ' LINE=SPAWNING CHUM MEASURED AT RM =1.9 AT 509 AND 238 BY WOF -69-il • . ol • Figure 50 RUA ON ODSEWALLIPS RIVER FOR SPANNING CHINOOK N R 45000 I 40500 N 35000 S 31500 F 27000 T 22500 E 18000 R 13500 1 0 9000 0 0 4500 F 01 A T 0 120 -A 240 36D 480 600 720 840 960 IGLOO 1200 FLOW IN CFS ' -69-il • . ol • i I I I t t Figure 52 NUR ON DOSEWRLLIPS RIVER FOR SPRWNINO PINKS N U 45500 R 3S000 1 1 40950 N N 36400 S S 0 31850 F F 27300 T T . 22750 P E 18200 E •R R 13650 f i 0 0 9100 0 0 _ 0 0 4550 F T F T 00 120 240 360 480 600 720 840 960 1080 1200 , 600 720 640 960 1080 1200 .' 320 240 360 480 FLOW "IN CFS FLOW IN CFS Figure 51 NUR ON DOSEWRLLiPS RIVER FOR SPRWNJNO COHO N A 3S000 1 31500 N 28000 S 24500 F 21000 T 17500 P 14000 E •R 10500 f 0 7000 0 _ 0 3500 F T 00 120 240 360 480 600 720 840 960 1080 1200 , FLOW "IN CFS -70- -71- 1 . *I • Figure 54 NUA ON MAMMA MAMMA RIVER FOR STEELHERD JUVENILES A SPAWN IHO.STEELHEAD N A 64000 A 1 57600 _ 1 N 51200 S 32800 448DO S F 38400 C T 32000 24600 E 25600 T 20500 R 19200 E l 0 12800 0 R 12300 0 6400 1 F T 00 70 140 210 280 350 420 490 560 630 700 FLOW IN CFS -71- 1 . *I • Figure 53 1 - RUA ON HAMMR HAMMA RIVER FOR SPAWN IHO.STEELHEAD N A 41000 _ 1 36900 N 32800 S C 26700 F 24600 T 20500 E 16400 R 12300 1 0 8200 0 0 4100 F T 00 70 140 210 280 350 420 490 $60 630 700 FLOW IN CFS -71- 1 . *I • • n Figure 56 1 NUR ON MAMMA MAMMA RIVER FOR HOLDIND ADULT CHINOOK k U A 55000 I 49500 N 44000 5 0 38500 F 33000 T 27500 E 22000 R 15500 1 0 11000 0 0 5500 F 1 00 70 140 220 280 350 420 490 560 630 700 FLOW IN CFS LINE:HOLDING ADULT CHINOOK MEASURED AT RMa1.5 PI 282 AND 62 CFS BY WDF IN 1994 Figure 55 NUR ON MAMMA MAMMA RIVER FOR HOLDING STEELHERD ADULTS N U 24000 R - 1 21600 N 19200 S 0 16800 F 14400 T 12000 E 9600 R 7200 1 0 4800 D - 0 2400 F T 00 70 I40 210 280 350 420 490 560 630 700 FLOW IN CFS - %2- . . ..1 I F� 1 1 r I Figure 57 NUR ON MAMMA MAMMA RIVER FOR SPANNINO•CHINOOK N U 37000 1 33300 N 29600 5 a 25900 F 22200 T 1$500 E 14800 R 11100 t• 0 7400 0 0 3700 F 0 T 0 70 140 210 280 350 420 490 560 630 700 FLOW IN CFS LIME=CHIN00K SPANNING MERSUREO AT RMe1.5 AT 281 RNO 82 CFS BY WOF IN 1984 —73— 0 � • Figure 58 ' PUP ON MAMMA MAMMA RIVER FOR JUYENILE CHINOOK AND COMO N U R 35000 I 31500 N 28000 5 0 24500 F 21000 T 17500 E 14000 R 10500 1 p 7000 0 0 3500 F T 00 70 340 210 280 350 420 490 560 630 700 . FLOW IN CF5 Figure 57 NUR ON MAMMA MAMMA RIVER FOR SPANNINO•CHINOOK N U 37000 1 33300 N 29600 5 a 25900 F 22200 T 1$500 E 14800 R 11100 t• 0 7400 0 0 3700 F 0 T 0 70 140 210 280 350 420 490 560 630 700 FLOW IN CFS LIME=CHIN00K SPANNING MERSUREO AT RMe1.5 AT 281 RNO 82 CFS BY WOF IN 1984 —73— 0 � • . i i Ll I I • Figure 60 RUA ON MAMMA HRMMR RIVER FOR SPAWNING PINK W A 38000 l 34200 N 30400 5 0 25600 F 22800 T 19000 P 15200 E R I1ADO I 0 7500 0 0 3800 F T 0 70 140 210 280 350 420 490 560 630 7UU FLOW IN CF5 , Figure 59 RUA ON MAMMA MAMMA RIVER FO'R SPAWNING CHUM N A 37000 I 33300 N 29600 5 c 25900 F 22200 T . 18500 E 14600 R 11100 i 0 7400 0 0 3700 F 0 T 0 70 140 210 280 350 420 490 550 53U /Uu FLOW IN CFS —74— + i -7.5- .01 01 01 Figure 61 RUA ON MAMMA MAMMA RIVER FOR SPAWNINO COMO N U 38000 I 34200 N 30400 5 0 26600 F 22800 T 19000 E 15200 R 11400 1 0 7600 0 . 0 3800 F T 00 70 140 350 420 490 560 630 700 210 280 FLOW IN CFS -7.5- .01 01 01 • IFIM Optimums The IFIM optimum is defined as either that flow at the peak of the UTUA vs. Q curve or the largest number in the tabular format. Figures 62 through 75 presents the IFIM optimums on hydrographs to see how fish habitat preferences could be influenced by the hydrology of a stream. On the Dosewallips, Duckabush, and Hamma Hamma rivers and John Creek, a table (Table 31) was made showing percentages of the optimum habitat yielding various flows for different species and life stages. This information was used to give an idea of what would happen to fish habitat and fish at different flows. -76- � 0 tj '8111111ull BME 111111 III nom RID 11 11110so- IIIIII oil IN IIII It 110IMP I.aqnrft OEM MI I milli= 11INIUMB11111 -IY q �i9�mllY�, �� p I N Rolm IN 1 Ml�es 11 'Mill IM111MIMM HHIIIII 1.01MMUNIIIIIIIIINIIHMMI IIIIIIHMI Ell 11111MIKOHNIIIII 110MINEE11IMMU i moo NIHMNIIINMEM l��19� �pI011��0MENIMMU " ��1��11��1�9V ' �I�C��9��9�BI�I�IIMI� 10 Piz� i.g I, i A .A -2- *rJ,3 co %D V IN? V i. nq r-_ 0 3 v h 0 2 21: s 2 1 ',4. ��. 'O ►ff 11 ..erwow a rsa � flat - 01 i ON .0 w PIT Table 31 Hamma Hamma River IFIM OPTIM M FLOWS AND LEVELS Spawning Optimum (Flows in CFS) 350 250 200 250 Stream Steelhead Chinook Chum Coho Pink Dosewallips River Optimum 290 260 170 140 - Spawning Optimum 450 400 250 150 250 95% of Optimum 275 282 180 130 190 90% of Optimum 220 230 145 110 145 75% of Optimum .160 145 • 80 75 80 Juvenile Optimum 250 1200 - - - 95% of Optimum 165 - - - - 90% of Optimum 95 - - - - 75% of Optimum Under 60 - - - - Duckabush River Optimum - -. 15 16 - Spawning Optimum 350 350 250 ISO 250 95 %•of Optimum 280 275 230 132 175 90% of Optimum 245. 250 150 115 150 75% of Optimum 190 165 90 80 95 Juvenile Optimum 150 100 - - - 95% of Optimum 70 65 - - - 90% of Optimum Under 50 _ Under 50 - - - 75% of Optimum Under 50 Under 50 - - - Holding Optimum 250 150 - - - 95% of Optimum. 220 130 - - - 90% of Optimum 200 110 - - - 75% of Optimum 140 65 - - - Hamma Hamma River Spawning Optimum 400 350 250 200 250 95% of Optimum 330 285 195 170 - 90% of Optimum 290 260 170 140 - 75 % of Optimum 230 200 115 90 - Juvenile Optimum 200 100 - - - 95% of Optimum 190 - - - - 90% of Optimum 180 - - - - 75% of Optimum 150 - - - - John Creek Spawning Optimum 45 - 20 30 - 95% of Optimum 40 - 18 19 - 90% of Optimum 36 -. 15 16 - 75% of Optimum 30 - 12 12 - Holding Optimum 25 - - - - 95% of Optimum 20 - - - 90% of Optimum 16 - - - 70% of Optimum 9 - - - AV/KL1/85/062003 -85- i • • Toe -Width Information Gathering stream toe -width information is inexpensive and quick when compared to IFIM. Toe -width fish preference curves are displayed in figures 76 through 87 and also, in the flow recommendation letters from WDF, WDG,* and PNPTC located in the appendix. -86- .w II , if 1HI1 !:. •.['U r ,,• ; 1 ; l i It :lt' tt:, 1: X11! .; . I ^; ifh!: I Ill: 1i iz in ',::!I If N fit jo 11 IN IT !!i a. R! rr: i I ITO I $it ;T EL- w q!;iijij.!"; Ti M 5ill i.ini". It �m in _L..1 I ' w cr rr CM0 Lai -1. W 11'! III 9n C3 0- r� C, co T I LLI cc 0- 4A U) LL. IT Cf) I' W Zq Is 11 CC C; 0 9 ILD ILL. I Z C; EL 10 JX 0 i 0 cax. = Ix Ui Figure 77 -40 Ah if I �.,, II , if 1HI1 !:. •.['U ! *i� f I i(. mn V, ,,• ; 1 ; l i It :lt' tt:, 1: X11! .; . I ^; ifh!: I Ill: 1i in ',::!I If N fit jo 11 IN IT !!i a. R! rr: i I ITO I $it ;T q!;iijij.!"; Ti M 5ill i.ini". It �m in _L..1 I ' w 1 11'! III ;fit' :It tll T I C) 'n W t., Ax AD -C ,A C3, O 'Z E5= V) a Li LJ Cl 40 co 4w ew U) ICLC L.3 O 0 (Z) YdV 10 30VIN331:13d Figure 76 C/) AI W Pill, w IT Cf) Is 11 1 VV!ill ILL. N; ILL. w i�!It. 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Ilil 1 .i i,,. , ' +� �U ...1 "ir L.I ;' 411!V! 1111 it Ic!L p O 4D C N V39V 318VNMVdS lINn 30 35VIN331:13d Figure 86 0 b N O w Q• x U N O 1 1;:!,11 �!�(�`lil'I!,•'!I I •I II'. ! i!I! I i !•::j1111 III! :I I�I ! �, 1 �h► ti'I II jj .i 't lilt tl I I,1, !iil i!i( !►i;i, glf ►I!i,. I !.f��lii'. .l •� i II ., !I.. I 1!►I i'�'I ►il ! X1:1 !I(! ! !: li,; ! !; ►i �I ill !�I•illil ' N: _` {' �o�il ila,!I ;::L, ! I' �i'i Till' _;`; `:. ' ' (•, . 0 , li° 111 I pi* . •�� :! � ; I,''I: ili i:'li 1!,: I�i lii�l n(l !'P It .r; It , !ili,it , , In,_.nli ' , ,,-iT;,1 ; 11;11' 1! I i I i. !ill 1 i! j i !jIi tillt tl. it I j}� !ill l;i- i, 1 . i1 : 11..''11 lilihill ► T'IIT! i LT !:!i'!I�t n l ill Will 111111, + , ti''• LI' III Ii 1 .II i !f�,l ! li 11 iii ��i 11:: I i! i' .1 1 , I cv o do a c : ;_''i i.:'. ` j' i I'". I it III!f, I i f 1, ,' ! 1 li 1 ?i • it il!I i li !!!i O CD t0 Q N -92- M) V3dV 318VNMVdS 1INn j0 39V1N3:)V3d N U. W 0 ,Y a- S .N Flow Recommendations Flow recommendations for various rivers and streams in the Skokomish- Dosewallips Basin were submitted to WDOE by the following: WDF, WDG, PNPTC (two versions), and the Friends of White Water (a kayaking group). Copies of the letters and notes from telephone conversations with these entities about flows are in the appendix. Tables 32 through 42 give a synopsis of the flows preferred by WDOE, WDF, WDG, and the PNPTC and Figures 88 through 102 show the same thing graphically, plotted on hydrographs for the different streams and rivers. • • -93- • 10 li,�i .� nom•• ►III r..Ni w .yi ... � !III I .+ .�•. (!�:!,!:'I!� ....N+ .r .N•. ..w .�.. J A II ►11I� `'� II I!! !I:I;L!; •Y I':I! :'!!'II,:�:IiI. ►I!!III!l J m L E 6 V J C > Q V . IIII! i ! ! III 1 'lll ' 0; 111: I�' i 11 {II, I i TI I I 1. I I •• • I _ 11 N! I::!i!ii!l1111 IIIIG ►i!i11!! 1! 111 ! : !111111 II�i'li�!Iff `!! III iii ! 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'� li IIII ll � !!!' ! i 11 �' � `�I 11;� jl.l Iai�' I 'i►� Illi i I I { I I ! r W W V �uW 0 0 01''ll >o J u I .II . , {I {• `{ I' 111 .I I i I c c c I c Y Y c.v•„l�. , I I IIII ,• �:h�!!'!iill{'�l „I; 111, Illil l I !! •; i:. li .I I 11 ;1��111IIII�II�I'''�!i'li,llll I I I: ,. .I, .II , I. !!I! qs d�I�IIIIIII!'•!I IIjIL''fl 11!111! ;' 1!11 I !1 I I I' �I I { I �� l� :;i. ;I: ii!! 1�,1I ►!! !II IIII .I ! I .1,: � jli�'II� Ilii ��! � � • �i!l ►il' il! I I. � i I a o �. 0 61 •� °f I w AIL v 'I IIII „ . ;1;; �► ;;;!I•j `lfi ; ; I I 1 I I I !I :Ill ti �rllli!'il � .�' II I I I I I .�; f; ;' I;II ;:1:!:.;!1111 ►! 1111 I 1 � ! ., . 'i ; III!! � Il, f I!► •I' ill I Ill I► I ! I I I . � I � ; .I .1.11 ,I' �I . 't •I' I - I►, ,, � 'IM[Mil I $gg g g $ 8 8 8 83: t Y Y S O O P: J'1 N 6 '• O O Z Z V Y rn m w O O V C E+ M 6 Y SL Y r� > W O v Vw O: C a 4 3 O � V O 0 Table 32 00 00 O O 00 O O O O O O O O O Will VIN NIn ✓IN N y1 yN n# # # # # # # NN Nh N N "14 "c'! "N N N N N N N N N N +w 6l oo 00 00 00 00 00 00 00 00 00 00 Oo . O O Mn N N N y VI h ✓1 h yl J/ h N h h N N ✓7 n , WI / V Z V V J -T -T d J .T N N N N N N N N -T J w V� 0 0 O O O O O O 0 0 O O co O O O O O O O O O O • O V V'1 V'1 N N, N JI N II'/ N J1 y N •R JI V1 N h N VIN N N N •ff 1 N N N N N N N N N N N N N N N N N N N N N N N N Y e iwo� 0O Oo Oo co co Oo Oo 00 00 00 00 oc • O hof O O C. OO Iflh y✓� N•O O.T O 'OD NN N Jf f O * � �_T J1 IT PI PIN N —_ NN NN -94- O O h m 2 y M O V M O J O C O # .� nom•• ti rN•. r..Ni w .yi ... � r+ .�-. .+ .y. .+ .�•. ..•• .'�.. ....N+ .r .N•. ..w .�.. J A 4 O I! d Y •Y >. � J m L E 6 V J C > Q V -94- O O h m 2 y M O V M O J O C O # I. • lie 0 Table 32 00 Wk W1 m .11 W% n b" 41 4 it M M _C4 4-4 C-4 9-4 00 C4 CCO, 0" 0-4 roa 0-4 C-4 C04 , C4 44 10 0 O O O 0 0 0 0 010 00 00 co O 00 0 n b.5 n N n In n .1 .11 m .4 �T �v 44 c4 ft c4 c-A tQ 44 .1 -z 0 .6 41 C� C. C2. 00 00 00 .0 a 00 t 00 00 00 00 Wk N v% N N m n w% n N 9 Ln w, cA In n 44 c4 ft c4 " 44 44 N " " " c4 c4 c4 04 ft 4 c4 c4 N c.4 " d4 O 00 0 C 00 00 co 00 m .1 .1 N 00 0.2 .9 M m C4 1, 0 oil V ti S, CL 4 O Ell ANN 9n�'°�, 01 � � BE � - -ills 10 0 Ho I I Dun Iml MHUH1111 Mull 11 8 IMMMUM111 u IMOMR01,1111 I I Im 19 IMMM11111 11 1 Il0 A1 I 11111MISHM11111 Table 32 00 Wk W1 m .11 W% n b" 41 4 it M M _C4 4-4 C-4 9-4 00 C4 CCO, 0" 0-4 roa 0-4 C-4 C04 , C4 44 10 0 O O O 0 0 0 0 010 00 00 co O 00 0 n b.5 n N n In n .1 .11 m .4 �T �v 44 c4 ft c4 c-A tQ 44 .1 -z 0 .6 41 C� C. C2. 00 00 00 .0 a 00 t 00 00 00 00 Wk N v% N N m n w% n N 9 Ln w, cA In n 44 c4 ft c4 " 44 44 N " " " c4 c4 c4 04 ft 4 c4 c4 N c.4 " d4 O 00 0 C 00 00 co 00 m .1 .1 N 00 0.2 .9 M m C4 1, 0 V ti S, CL 4 O Table 32 00 Wk W1 m .11 W% n b" 41 4 it M M _C4 4-4 C-4 9-4 00 C4 CCO, 0" 0-4 roa 0-4 C-4 C04 , C4 44 10 0 O O O 0 0 0 0 010 00 00 co O 00 0 n b.5 n N n In n .1 .11 m .4 �T �v 44 c4 ft c4 c-A tQ 44 .1 -z 0 .6 41 C� C. C2. 00 00 00 .0 a 00 t 00 00 00 00 Wk N v% N N m n w% n N 9 Ln w, cA In n 44 c4 ft c4 " 44 44 N " " " c4 c4 c4 04 ft 4 c4 c4 N c.4 " d4 O O O ■ O O 4. 09 C. 00 0 C 00 00 co 00 m .1 .1 N 00 0.2 .9 M m C4 —94— S, O O O ■ O O 4. Firzure 89 i / V I O � I 2 V O O H ep • o= 4 1 X C � 4 Y N < J W 1 Y •Oi 1 Y +�+ v O Q F Vty pG C r i G�y; w ra v � v � i ud�n�amum�e�nioAm�ur��imiium9s Oc O aii�� i � / V I O � I 2 V 4 Q • i S w $ i i i 3 w w .. Table 32 iO O 00 0 0 O O 0 C. 00 O 0 0 O O I O O O O O O O O O O O O O O O O 0 0 O O O O O O N N M n M N M M M M M a s N N N N N N NN a s I O O O O O O 0 0 0 0 O O O O O O O O O O O O 0 0 1 NN ✓1N Y1 wl VfM W$.R �mV NN MN Vf 0 „N CC- NN N N N. N N N N N N N N N N N N N N N N N N N N N O n O N m OO cc O O 00 cc M M O O O O O O M M M M M O O a O •O ^ V M N M M NN as as as av av an /+1 IV. N'+ .. NN NN M D O Y w Y Y Y J Y V 6 Y Y Y O '7 W L < L •�1 ti< N O x Q # -95- 0 *I 01 O O H ep • o= 4 1 X C � 4 Y N < J W 1 Y •Oi 1 Y +�+ v O Q F Vty pG C r i G�y; w ra v � v � i Oc O 4 Q • i S w $ i i i 3 w w .. Table 32 iO O 00 0 0 O O 0 C. 00 O 0 0 O O I O O O O O O O O O O O O O O O O 0 0 O O O O O O N N M n M N M M M M M a s N N N N N N NN a s I O O O O O O 0 0 0 0 O O O O O O O O O O O O 0 0 1 NN ✓1N Y1 wl VfM W$.R �mV NN MN Vf 0 „N CC- NN N N N. N N N N N N N N N N N N N N N N N N N N N O n O N m OO cc O O 00 cc M M O O O O O O M M M M M O O a O •O ^ V M N M M NN as as as av av an /+1 IV. N'+ .. NN NN M D O Y w Y Y Y J Y V 6 Y Y Y O '7 W L < L •�1 ti< N O x Q # -95- 0 *I 01 11 • M! O O / I O v i .+ O In < N M � T ri • Y r Y O .+ O O F .. g � , Y N 3. .. 1 y w C � O w 7 A w � . c Y i 1 h ` i M E .o. / V • O 1, 3 w . + O . Q Figure 90 Table 33 .Oi1h hh YOfh NN N.Oi1 i # i # t i t # i # VO). co Of O1 nn nH R O1 HO1 N N NN I 0 0 0 0 O O O O O O O O O O O O O O O O O O an .nr..H•1 .N•1 /n9 .nn /N•1 .n9 en1 .nn " /Nn .Nn A .N9 .n+ .N'• .n..N.. .n+ .N•• w H n OE O O O O ca H 0 00 cc O O O O O O O O 00 00 N N N H N H N H O O 00 H N H H H H N H N H N N N N N N N N N N N N N N N N N N N N N N N N 1 0 O O O O O N O O 0 0 IH 00 00 O N NH HN I N OIn 0101 0101 OI !'! 0101 O O O O N.'� O N OfN N.. O •'• �►. ^^ w.+ O O O N H N� N N N / O •• Y %" G 7 O Y d V Y V Y V O V -1 e Y 3 O V Y Y Y V Q i Ic f -1 O O O • •O h ~ O r sag t O � n Z SL V O O: H oYi7 ..QI g n � O O v � V � W Y ?. V Y ►i V • N Table 34 NV ## T# 1c# ## • # # ## t# ## ## ## ## #i f • C l•1 P! PI i�'1 Pf /+f Pf fn m PI " m m m 1"f Pl m Of VI A V 7 '�D O b t0 baD 4b aDm Om O b OO mO so w mw ww Y p !HV 7 , ! f w 6 A of Pf A Pf n n a1 1.1 a•f Pf Of Of A N N N N N N N N !•f h • O � m O X00 IOi ADO bb Oi aO0 N N N N N N N N Od0 M Y Pf !•f h P! Pf Pf • O Y gD aD 40-0 a m " M N 0 O N data 40 !0 O 4P0 I 40 Pf Pf O! !1 !f aD b b 4040 67w O be N N NN NO AN 'n 4 O O O b V NN NN O h NN 6. O G A01 Of m @I en NN NN NN. •+ ti wMf 4n 0% o u V Y1 7 Y M 7 w.N+ w.Ni w.Ni w•N+ •+w •� w .. .N. .. .Ni �. w .. w ••.N. ..w .Oi V Y o Y O Y V C O � Y Y � tltl •N Y V Y rf W = < t y h < H O 7C Q -97- �m 01 01 • Figure 92 a O J O tl N pY Y # # # # # # # # # # # # # # # # # # # # # # # # NI N 9 M 6 n Pf 40 n P7 w n /7 so A PI 19 r 0 N N N .n N N N N n w cn N L O O 20-0 m m m m m m m m 0000 m m N N N N r h N N O m < O o. O OG Q O G q O = r z z v J o m a n ## ## ## ## < • 0 Y A .n w /'1 n n 01 .0 h O1 so P1 1" 1 19 1'f M rf W Of n go PI w ca s io�Y mo om mm mm mm mm 40 to mm mm mm om mm o a • M o w C Y Y Y a Btl j Y S M O NN M N N O 1" N wl N O O N M O V MI b, m n w N N N • M O ••1 m P1 "/A V1 f'/ N H M N N N '% N N Y • O 4 O L. Y W 1 1 i N N N N N .t .N+ .1 Y Y Y Y O f Y tl Q Y Y •.I. N r d lot', > V ►•f it = < T ti 1'�► < N —9 8— i V • Y Y J O A # - - - -- - .. .----- - --- -- - -- ' Table -34- - -- J tl O N M wf A n Al h h n n A O w D /#.1 /#•'1 zYy om 1#•f /#'1 1#'1 e#•1 mm mm /#•f f#•1 mm mm mm mom mm o0 woo low neoe�uua�o��u �u�u�u�� s�on�a��uo�. ��mumemanmO��uu� n,0��0mu� M' Now Wm�� ■�u�� tams Ron am IMEMINE MUuoIuR■EMUeIMEN�wwue.a�n�� unu°�ea�u IM �mamuCION MIGMAmumeoN■OMuMM �mr€'a �ccm�Meommmum e�aauwa��vma��uao�m��m�e�u� 1111MUveOmnMU=LAuMoeIM 111■u all mmilsommmum a O J O tl N pY Y # # # # # # # # # # # # # # # # # # # # # # # # NI N 9 M 6 n Pf 40 n P7 w n /7 so A PI 19 r 0 N N N .n N N N N n w cn N L O O 20-0 m m m m m m m m 0000 m m N N N N r h N N O m < O o. O OG Q O G q O = r z z v J o m a n ## ## ## ## < • 0 Y A .n w /'1 n n 01 .0 h O1 so P1 1" 1 19 1'f M rf W Of n go PI w ca s io�Y mo om mm mm mm mm 40 to mm mm mm om mm o a • M o w C Y Y Y a Btl j Y S M O NN M N N O 1" N wl N O O N M O V MI b, m n w N N N • M O ••1 m P1 "/A V1 f'/ N H M N N N '% N N Y • O 4 O L. Y W 1 1 i N N N N N .t .N+ .1 Y Y Y Y O f Y tl Q Y Y •.I. N r d lot', > V ►•f it = < T ti 1'�► < N —9 8— i V • Y Y J O A # - - - -- - .. .----- - --- -- - -- ' Table -34- - -- J tl O N M wf A n Al h h n n A O w D /#.1 /#•'1 zYy om 1#•f /#'1 1#'1 e#•1 mm mm /#•f f#•1 mm mm mm mom mm o0 woo low a O J O tl N pY Y # # # # # # # # # # # # # # # # # # # # # # # # NI N 9 M 6 n Pf 40 n P7 w n /7 so A PI 19 r 0 N N N .n N N N N n w cn N L O O 20-0 m m m m m m m m 0000 m m N N N N r h N N O m < O o. O OG Q O G q O = r z z v J o m a n ## ## ## ## < • 0 Y A .n w /'1 n n 01 .0 h O1 so P1 1" 1 19 1'f M rf W Of n go PI w ca s io�Y mo om mm mm mm mm 40 to mm mm mm om mm o a • M o w C Y Y Y a Btl j Y S M O NN M N N O 1" N wl N O O N M O V MI b, m n w N N N • M O ••1 m P1 "/A V1 f'/ N H M N N N '% N N Y • O 4 O L. Y W 1 1 i N N N N N .t .N+ .1 Y Y Y Y O f Y tl Q Y Y •.I. N r d lot', > V ►•f it = < T ti 1'�► < N —9 8— i V • Y Y J O A # Figure 93 USE UMNIM111110cm In IN • J 35 A N9 N• - -- M # f # # 4 # H H /„•1 " 00. A + 1 J L • h 11 in o w c X Y P„1 149 1 M C CHC M O W O J O tl 1 eY S O 4 C ►+ N Q N pi Y D 1 O n in O = M X ~ r 7G V J V tlSK p ~ 1 p< • � N 1 • - O 4 1 � W D F V Y v W K Y Y '�j'j�QQ11 M • a d gug 1 J M 1 py w 1 O• 1 V • D J a NN cc4N I„Y" on NN INVN NN /�YN "" Nn NH NN N.N tt #* ## f# ## # # f # ## ## 00 HN O O N YI h h h N N V1 O O O O O O O O N N N N NN NN NN NN N N N N ••�r+ �+� �+�+ �� 414 ## 4# 4 t N N h VI N yy�1 h VI M N N h N m N N �+ " �+ � 2 2 2 m N c4 N N A N NN N N M d1 N N N h N N M N Y • J ■ Y C D O .O Y 1 Ir S < —99— i Y Y 7 O ti V w V J O C D f *I Table 35 N9 N• - -- # t # # f # # 4 # H H /„•1 " P-1 / I1 h 11 in P„1 149 NN cc4N I„Y" on NN INVN NN /�YN "" Nn NH NN N.N tt #* ## f# ## # # f # ## ## 00 HN O O N YI h h h N N V1 O O O O O O O O N N N N NN NN NN NN N N N N ••�r+ �+� �+�+ �� 414 ## 4# 4 t N N h VI N yy�1 h VI M N N h N m N N �+ " �+ � 2 2 2 m N c4 N N A N NN N N M d1 N N N h N N M N Y • J ■ Y C D O .O Y 1 Ir S < —99— i Y Y 7 O ti V w V J O C D f *I • � 0 KI f i� VW Ov;l! C av a � w • w 36 Table Y a 4 T-� 1 ✓ u O A C S. Y 9 O O i'1 A O O 0 0 0 0 0 0 i�1 M Cf P1 /7 hN NI#/1 Nh hN 0 0 O O O O N N N N N N Pf n P1 J IH .... M, .� .� .r .r ...� .� .� 2 _ Ir .+ ...+ .+ .� 2 2 V O h 1 N VI O M N I O 1 I� 2 X V O OL f� O 1 g M L O v V Y u 47 i O O �a a u 1 7 W L 1 w 1 � O 1 I M 1 � O 1 7 Ir � O e Y i M Q 00 00 .22 �^ o0 00 00 00 02. 0. .. er w .� l'1 PI m M m n tq �+ .• 00 00 00 00 00 ✓f h ✓f M N#/f VIN ^ ^ 00 i^1 P/ 1'f PI !f P1 O1 e'f Pf A N N N N N N N - .r ...� w �+ h h VI N .t PI PI Of N N N P ^ O OO O D P OJ O N N OO Y Y Y V + Y N M O ✓ ►s w z < i ►a ti s' w o 2c -100- Y Y 7 Y Y J O a • i 1 ! Figure 95 s - 1 V 1 • O 1 !w . o. 1 Y A I O y cy�, O O 0 0 O O O o O O O O O O O O O O 00 O O NNNN N N N KH N N NN 9H ! N N 914 N fN•eN 00 00 00 oN o0 00 00 00 00 00 00 00 N„ NN N N Ne- O O 00 O.O a0 ^ PP P^ H HN N N H H f•1 n !•! e•f N IT t .T �T N N N 1 Y C Y Y Y pp ✓ °a o a o • Y v A • 7 7 O Y Y O Y —101— i r Y O i Y 7 m 4 c • a . y Y Y � O • O Y .r > V C Y Y 0v it # of � 01 M I I I I I I N.53 xs i Y Table 37 N i M w F ✓ < • i {3 Y O y M 1 I ! I w!C 'Ie• :111..111 Y7 x I �II►1+II4'�r:. IRA* 1 ( ,;, � ON - oia o0 00 00 00 •• :h ;�l !1111!11'1 0 ! !1111 {:IIII 00 oe ; i I I ! 1 I Ik 11=:1!! .f I I' I I ! ►1,1!11, I��II''i I► � '! I I ! NN Ne �_ ! ►�'i11 ►i1111,;!I a II'! 11!111!!1 ICI ' !11!111 ►� M O .! .Ill v a Jill I' I { I m 0 1 L 0 o� .. •. ll ,O O V g O O 4:040 O O 00 W O O C-0 O O O O O O O C -• , H M O 4 .t V .1 V l O �1J <v ! �t �i NN NN NN NN �t v 111111111 R" L. jilillHIM: ,' I l i!!{I!ii1111lI' I f l l � �`�!IIII1';11111 {!u�'ll j�`I' IIII 5q�°�i lh• ►''''IIII •'• ►Il; ►:,:,:'I!;111� ill, �ll E ! I I!.I I {III I I! I I ! .I i . ..1.1► �;Y ,.._ ►��'; iii ill �::I!�I�11�11111�� 1!1�!11!IINI o.. � s z II II I I `i I Ili! l' 11 I I I I III b�,,i, II ;,t! I I I ''�i►i � { I! !1 i! ! I I I I I I�!i yr! !!'IIII, !!!!I �� ►1 !IIII f I I f ! ► I I �i'� i ► X111 I1► �! {!II�.III.III• ILII I f I cll.•1 ►� Illi ,II ! {II ill! i II I I I I � �� { {�16 !111 {I h� ill. il�th�ll I i I I zll �:;fi , !111;111 ►11 11 i I I IIII ;'I;IN l.. ;' �:I! � �!,► o ! Ir ll! I I I`'I!`: .• �''I ..III i 11 l I I I ( r :; gill II�� II: l� :•11, !i{ !� ` �,1 I 111 5 ,{ _ !Iii ,� !III!Ili!� 1 ! ! II I I I III ' 'lip 111! �1ii 11' I (( f h ► I ! ('! ! ii'; n •••I s !11' +,' I :R !11; ! ►' I 1 ! I �' �!,'!�I� ;'�:'ap . ' .� • �� l+l r : .I�r : I i ► ijtl �' !{": • �! !) t I'' .I ►I gill I I 'a r' Ill ills ' ( !!. ill! 'IIII IIII ` N N '.!i 1� II! II11 1!!llt - - :. UM 11 CH ! I I � • •! :. •�. i 1► 1!; , 11 ��!, • i l ! ' a :.�. ! i � l� t 1 ��i ��ii �i!� i l! !: i i i ! :� S e d S !� 8 Q ZS QQ S��' , g g s : g g�• _ �. •� r °r i w °w 1 V 1 • O 1 !w . o. 1 Y A I O y cy�, O O 0 0 O O O o O O O O O O O O O O 00 O O NNNN N N N KH N N NN 9H ! N N 914 N fN•eN 00 00 00 oN o0 00 00 00 00 00 00 00 N„ NN N N Ne- O O 00 O.O a0 ^ PP P^ H HN N N H H f•1 n !•! e•f N IT t .T �T N N N 1 Y C Y Y Y pp ✓ °a o a o • Y v A • 7 7 O Y Y O Y —101— i r Y O i Y 7 m 4 c • a . y Y Y � O • O Y .r > V C Y Y 0v it # of � 01 M s xs Y Table 37 N i M w F ✓ < • i {3 Y O y M 1 e .. d �M w!C v 1 • w PG � ON - oia o0 00 00 00 00 00 0 • i 00 oe �FV a� .aa vv vs vv as .r NN Ne a M O a 0 0 ,O O V g O O 4:040 O O 00 cc Q3 O O O C-0 O O O O O O O C -• , H M O 4 .t V .1 V l O �1J <v ! �t �i NN NN NN NN �t v 1 V 1 • O 1 !w . o. 1 Y A I O y cy�, O O 0 0 O O O o O O O O O O O O O O 00 O O NNNN N N N KH N N NN 9H ! N N 914 N fN•eN 00 00 00 oN o0 00 00 00 00 00 00 00 N„ NN N N Ne- O O 00 O.O a0 ^ PP P^ H HN N N H H f•1 n !•! e•f N IT t .T �T N N N 1 Y C Y Y Y pp ✓ °a o a o • Y v A • 7 7 O Y Y O Y —101— i r Y O i Y 7 m 4 c • a . y Y Y � O • O Y .r > V C Y Y 0v it # of � 01 M s xs Y • N Y M w F w < • i {3 Y O y M 1 rxsj w!C v 1 • w PG � ON - ' W • i s 1 V 1 • O 1 !w . o. 1 Y A I O y cy�, O O 0 0 O O O o O O O O O O O O O O 00 O O NNNN N N N KH N N NN 9H ! N N 914 N fN•eN 00 00 00 oN o0 00 00 00 00 00 00 00 N„ NN N N Ne- O O 00 O.O a0 ^ PP P^ H HN N N H H f•1 n !•! e•f N IT t .T �T N N N 1 Y C Y Y Y pp ✓ °a o a o • Y v A • 7 7 O Y Y O Y —101— i r Y O i Y 7 m 4 c • a . y Y Y � O • O Y .r > V C Y Y 0v it # of � 01 I lie lie f Figure 46 ' 6 � w e 6 '• fi w tr • • w w - w • w • r • Table 38 ' ✓ O O � t Y O ✓ru c 0 6. M V t V � v Y O B V .! ♦• I f • �? �f .T .t �t V �f N N N N N h N N v v {< O b V i Wm O G 7 O e h M X O i V ✓ O X Q • K 00 00 00 hdl MN Ifl V'f 00 O O O O 0 0 C • e Y O V AA AA AA �.+ N N An A!1 AA A A O O 96 o V V Y _ ✓ v o e i s t♦ t f♦ # t ss w♦ ♦• ♦ ♦ w r 0 00 O P. ^ A ^^ Pe �t0 .t h Ate+ A n O 00 ,,t ft— IS .. A V O IV Y C i C • ✓ • e o O G A r Y O N Y A Y > V h k = -102- . O e Y • Y ✓ �o � d O f 1 ;1 Figure 97 Table 39 >.� N I C N NN y G AA AA !fA nA AA AA M V O O G N r ! NN NM NN N N N1 N NM NN OO 0 0 00 OO MN ;°. c r o nA nA nn AA nA An nA .O.O .O o .O.e .O.O An < 10 6 O 0 o= YT R M �r •K a sYs � ; t i# t# # t f# i t t t i t i# ## t# # t < O �7 b. i. NN NN NN NN N N MN NN NN NN N N NN NN AA I1A AI's AA 1'1A AI'f AA AA AA A1'f P1A a as v A . w Y M O - O tt t Y �r O on N MN NO ^A N ^ !1 N O.tO YfH .tI1N NM Oft N N Y v O- N N N NN r• w If N N N ►� 6 Y • Y Y as Q w~i .Ni � w w N w .N•. Y - • � Y 0 i � N pp G V V 7 9 O Y V O all, —103— , i Y 7 w O Y Y V O A i F 1� 0 1 0 1 • t m am, nu o • -rasa Table 40 Oi Q rfn 00 00 00 00 OO OO 00 NN PP nn nn Y s A^ MN nn nn nn nn h�e'1 .TA �O 'O rlA Pf !'f ffA 1 Y O ✓/+Z O � � O 'O O. � 1 OQpi N C w �. 6 nN 00 OO OO OO OO OO OO NN P.O. nm n,"1 Y O • AA Olh nn nn nn nn NN 1 m V'O I1 r1 e9N nN os . v s ` y w Q Y Y tY w r Y AA 00 00 co 00 0 0 00 00 NN PP Pfn �� in p y i•i r O Y �f r1 N N n n n n n n n n N V/ v n i '0 N N N N C w O it w .■•■i v K O K r o ♦ ♦ In 4 4.4 V O n A 0 0 p p p 0 Q o 4 0 0 0 0 nm A; 0+ nif NN H o rf 4, 91 N Y • O 1ti V so ka a Y X � w � � r �+ rs r' •+ r' w •+ r' r. •+ w w � � �+ 1•' Y Y Y • � t+ p Y Y Y M {• • � d � � Y O Y Y y y p, O •�i A ✓ > V AV M • 6 • J Y V X O Y A -104 - Y- 7 0 V M O O Q • s . - Figure 99 -- i c i . '060 /Io- wrr pr -7 it w. • . ^ • �_ . ___ -105- pDC WILA EY99 21.25 cfs * I ol 01 istmEMSM93a Arm I:: OWN mail ==iB Iii R ,mum MEMUM . ® Odom gin � �® . '060 /Io- wrr pr -7 it w. • . ^ • �_ . ___ -105- pDC WILA EY99 21.25 cfs * I ol 01 • r-lguL c &M- � i I �'I• o• '!I31 {I I l t1l i i r I. 3' ' . 1 1 ' ' II' ;IU 91' I t q�pip t1L1, 11 I I 1 � I I � . 11 • 1 ' 1 1 t 1 i ; ; ; �,: 'll. ': i �':1 •� ill .. �: -.I::. ✓ +illtil 1 - - ' It' i I It P`ill:Itll {III: till ! I �t: I;.•1 .11: •iyl �;ij!yl'a• y!i11!7,11 l I l i -L1,�, :Ir .n+ •, 11,1, t. ;/ :IIII I t I i 1 tli!! NII G .11:Iti I II 'f , lilt I III qIll i Ill, l III I IIOil I•..I.,. ' '1 Il:t .� I !••Itlt.l l! I l i I : , . I ' r.' :.� �; ,!, jam.. rN�l':i•11- '� , t Vii: 1 11.,: . ' 't 15 F:t'1'lilt 1 I 1 ! I ` ta'' _ 1;1fIR:11111► 11 •� =!p! Ilt u,; I. I I i•�'i::i I I 1 " • , •1 It: ! • l '� ' I' 1 I111', +' �II� 11'f q:Illl .III 111• 111 I l'1 i 1 1. -!+ :; li � 'ii!:I,�i lli!1 1!11 11 ! ! I � I .I _ I l l l l t '. :1 .1 .( � .r• i ..... r. .a• • :1 I I 1 .� 1 .I a s •tt !1 :< II!t!!II11: l ��111•',t l:!1 "; 't;:+'1•I'j111111 l I.l:.l!:.I:�11':.1� i. l •'•�. , 1111 • � .:i� .1 � .1111 I l l f A a ':" til;jl l l i I t i 1 ! I I•.1.::•l i1 :1!It •I•� : j1 +_' �y: 11,,1 S � f a ill I I '1;1- .r I�t. :ii•1►!I! tll! •t:!tt =I�!:il: II illlll l I t .... :' '•''�: XIO 'It • !:'�111►:1 I o `� « tltl III M 1 ; 11,. • 1�! 111 11 .11.r /h: °lil!ittt1 /1!l1'I -•i`I: •t - .u-ttl � �,--1 f �5 - t,ll•'li :11.1 :ii!:�p•Ialtl! t111 I i i aa� ;!.I�.1.1�;11.1• '�- ;t1' � I I I I • .illy', 1 1111 11 { 441:1111 WWII 4i'.11-:11; ' t .it :n aoe ylti II �1{i -'t11 {:' j `.'� =il'liil Ili :'.fli!' I 1 'a• (b 1 - '• =ZM0.•1 O {.r 1•I •tt+ tl'I1•.I'1 l.: ll':I•I,.Illt tl ll.. ,11,,,, Fill iiu t11� =i'� r.•tlll • :. 'ovz�� lit I1 -, .. 1 P , 1 t. .•j.. li ' I':ii'il.Illf(I :!:;:l•. Wit' . {tltl l ,- 1:•ti':Il..l!I;1111 •_1 0 1 ,Illt • •, ..u.c. .• I 'i; I�•l.j......•I � �•1„t- 111•Iltit »I.,tl:lt -,.. .t,lllllf •,.,tl.y•111;•1•'•!• .1.1 1 1 1 'I'!!' �. �-I1_; •11I1t 1t ;, aa.Ic't i • `•1'lq t' 1{:'•I(I' `•'•':' u; dl . i1 tilt IIi1I I �I;Iy I I!:!`• tl,•, t.n•I +;ItIl' a ,•:' -t '' - : :.c.�• i + � �, Ij11 iI111 i II. =- 1jt s 1 - 1 ! I Illy, j l�'.a.l I •ii,ly 1 1 . I- 1• r ►::1' 1 { f I ► ! ' 11111 1 L. f -t'i 1 t •• :1 i' • i! ,;.1. 1l:Illif: lilt 11) l 'i;j!.j:ll,ht�('.11I :'I':I' 1 v =Ef d I:I It 11 .l. h••: •� Il' ` 1 �.• : •:; .:L �tl•! 1. _ { r•�!1, •1;a•jjl i!!I :1•l:,!i ! 111 III + 11 1 I 1 11mlf;t1i1111! I Y •' 1 � e 1 •1 C' I: I i 1 + f I I -- ��,.- •:111• •' IM.;tl t 1111111 j� �.;', I:� +,ill 1, 1 1 .s 's •'' .1..11 " •,1 i I•.1� t!.I��rl.i;. i,�y!11..ait!:►!i�lili! 111! III ^.. .- l '' • {• ee e . . � s 81 {X E Se 8 � ei� i i w w E b e • o w •• - Table e 41 • O J ✓ Y O• O O O O O O O O O O O O O O O O O O O O O O 00 V O O cc O O O O 00 N N N N N N N N N N 00 O O r/ r, r, nn nn A/'f NN NN N N NN N N nn nn O J O a 0 O ✓ / O _M Y •O .O ✓ �. O 0 0 O O 0 0 0 0 O O 0 0 0 0 00 00 0 0 O 0 00 .� O •. O O O co co O O 00 O O 0 0 NN N N NN NN O O 1 O• • O r1 m r1 r1 r1 r1 rl n n rl r1 l'1 r1 A H N N N "'I N N rl rl < N O ►pC. w M 04 i 3 O = VI V �• M � V O Y • < ~ V 1. co 00 00 O O 00 00 0 0 co 00 MI 00 O O G • .. O V O O O O O O co O O ^^ ^^ ^^ O O N N cc O O •L 1 14 V N N N N N N N N N N N N N N N N ".4 Y r q ►. •1 ; v '�jKQ7 K 00 00 00 00 00 cc 00 O O co 00 00 00 X M O H N N N N N N N N N N N N N O O O .D N N N 11.I� N N O • O AA AA r1A MA AA AA r1N N N N N N N .4 NA b Y M Y Y � • V V Q p p •� � •. � .wi � s r i v ►•1 M 7C < —106— s i i s, 1 i Y e Figure 101 Table 42 NN NN NN NN NN 00 NN NN I N N N N ft" N N N N N N t♦ ; t# * N N N N N N N N N N N N N N 10 0 O O 00 00 00 at O O t O O O O O 00 O O 11 00 00 00 00 00 00 O O 00 co 00 00 n n A A A O O n n AA n A nn A NN NM N N N N Ai'1 Oo 00 00 Oo 0o 00 00 00 00 NN Oo 00 r O O 00 *a 00 co A N N N N N O O N N 0 0 O O NN NN NN NN N N ww ww .�.+ NN NN NN NN 00 00 00 On 0 0 00 cc 050 0 0 NO 00 00 0 0 0 0 0 0 P1.+ ^' .•N NN 1 N n n A A n n A n n A A N w w w w w w N N N N N Iw S. i ww ww ww ww �..� ww ww ww ww w. ww w C Y Y Y •� Y f Y O • 3 d. w .. f Y o ! pY .Ai r 0 M > V Y f A i 7 Y V O Y •i it a s x �+ •a s n o fe o —107— Y O .r V • Y r O Q O a 01 A+ � r � O • C wht�. O C • o o o � .Y N w A O w O= i Y O • C 99 V ►Si SIG Y Y O 3 O i A r► M ■ C� Z K Y . 0 1 i of a 1 o i a � x . o � p OO■ M O Y O • d � i 7 b f Y a Figure 101 Table 42 NN NN NN NN NN 00 NN NN I N N N N ft" N N N N N N t♦ ; t# * N N N N N N N N N N N N N N 10 0 O O 00 00 00 at O O t O O O O O 00 O O 11 00 00 00 00 00 00 O O 00 co 00 00 n n A A A O O n n AA n A nn A NN NM N N N N Ai'1 Oo 00 00 Oo 0o 00 00 00 00 NN Oo 00 r O O 00 *a 00 co A N N N N N O O N N 0 0 O O NN NN NN NN N N ww ww .�.+ NN NN NN NN 00 00 00 On 0 0 00 cc 050 0 0 NO 00 00 0 0 0 0 0 0 P1.+ ^' .•N NN 1 N n n A A n n A n n A A N w w w w w w N N N N N Iw S. i ww ww ww ww �..� ww ww ww ww w. ww w C Y Y Y •� Y f Y O • 3 d. w .. f Y o ! pY .Ai r 0 M > V Y f A i 7 Y V O Y •i it a s x �+ •a s n o fe o —107— Y O .r V • Y r O Q O a 01 10 10 Figure 102 .Co, to Tom 480 to sw —108— VANCE CREEK Area correlated to: Jefferson Creek Wr. Eldon WE 1 12-0546-00 RM 0.2 Period of Record Oct. 1957 June 1971 102 Occurrence �o SOX occurrence 000 OHM WPCI WOF 90. 97 occurrence .00e�— IU AT pqplr, DC Awc Jy1t W01.1 F—I —108— APPENDIX • 0 • -109- • t+ n of poi*ca•ot diversion or wells -' C3 -2107 rAA •'•� Repeat P0U /Poo on split (modified) ausbers C3 -23417 PEA feo4il2ed Numbers _ ? 0 -21417 PCA Subsection location (1•e• REfrE(, etc...) section. C n •• ' i i = Used with • control *umber (pre - regional) i U IF s p Osed with • or with-new region series - 000::0 to Permit T e+ _ .,sad with • control OR - 00000 New region numbers for certificate States error (E). cancelled (e), relinquished {Q). abandoned (A), rejected applIcation (P•) r J ^ r• �_ Change certificate - coded reason for change r. Adjudication class number n yz — rC- -- Consumptive (C). non- consuoptive (K). partial consumptive M. pewee- (t•) : c - o i r=► Cvbic feet per second or gallons per minute instantaneous rate of diversion or withdrawal surface vases source - •G'• - Cr. g -z -- w - fO1L•1d waver aOwiCt. � o � •c.. " t• C_u Coyer use(*) of 1 quantity of water (i.e. domestic /stocklirritatton for SO Cr: - 1 co=rm. uses o! c Reuse of Q1 (fish propagation - stock water or irritation, etc. - if consumptive) - Supplemental Qi (more water for YOU covered under other rights) z Acre-feet per year rn - ECCommon scrrfeet /more 1-han one use without Ay /1' allocated each use Reuse of Qa Supplemental use of Qa (for AF /Y ender additional water request). a ► Number of irrigated acre. i i n W a Como* *create (Qi - Qa mot allocated for separate acres) T C �^� 1 ^ fupplesental'a n e +ge (vender supplemental QS - Qs) c ► r: N to C = eode6 provisions - ►ee attached tat : r • r ; n C r 9 1- _ .. 05011015 • Pt+y 1 to October 15 (example) : e-7 c .p Repeat Qt (sore than am entry vender one number (modified - todtd;) ' .a E.—::: Repro[ acre-feet per year (sore than one entry •ndrr one member [modified - eodrdJ) Repeat acres irrigated (sore than cor entry under one mumbrr [codified - coded)) -110- i R V Z 1 1 .a. 1 J � � y O O y J r- Y •- J \ • J n 1 � _ 7 N W S •� t 1 7 a C %n s >: � a •s s ' y J y .9 n Y � J L L o c ca Q •) N x . i N .A W N Q S � N z V = L O � A J J � J J Y W Q 11 � O S t Q Q Q Z i S Q J ? 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O W Q Q r 1►: 'C h 4 r {1 ,a .D S J O Q \ > Q ¢ ¢ m I O• C N N in d ( N ID d P i • V O 2 r r ' •cr r, N 1 '•o cc :� p -r O P Grp O -• n .00 d d d O >a U" "0 W O W O W P1 N Y N N d N N •N N Nu N Y ~ N .G d J> J> d Z d d W W d ' .N , 1 / •VN ! V N C 47 t O Q L VO 6O VN VN V V� V.•/1 V.' O W s d 6 O N O N O d d P .t d r f •V r O d O t•1 d n> P- r Q• r ¢ 10-1 'a Z .O n T •+ to J n Z r 2 ri •• 01 't O C -• t r a V S N 1 r O A .+ N S R1 N t n i7 V H r Z f- i W Z v G L L r Y cc a. cc H N W O d N IV N N V •V n1 d 1I� W V r W t = r r N Z. r Z N V O O V O V as G 1L N r L • ♦ 1 A • a• i • • • ♦ • • V Q"'- < V r U Nr N•r Nr Li IV -4 V r Nr Nr Nr N r ryr Nr N V '• d 3 � ►. N N N I•- N A. N N N N In N - 126 —;- • � � � 1 I j 1 1 O - + I . 1 ; ; K Q , 1 OI I d , ! tY d d ¢ I O CL y J " CL '•• • r l ! d I Q s a 1 r r Q ••+ "• Q '1 LL I 1 V Q U 1 j Q Q J O .J z V V i v -• •Q u Q Q a Z J J W ' W I r m C 1 I 1 j L V I..i V O W V U W V W , W JJ V ti Z ••. J I > ( U 1 U ! U ' O V Q U V V :J 'J V J • N .� ►. S 1 f� t , O •� V 7 O t3 I S cr LA cr • ~ 'J I'' I ! j � i I :.1 N CL 1 ei :a :Y � O 1 •' I t vl • .O I I J � J N � V J - i ) •,>t Y J' J : ! to ! Y •- d t -Z J I t J .W J p• O j Q 4 a. C1 r. V M z 1 + W 1.+1 1 ' % 1..1 N W m = N I N 1 z j z J o z z v v +s 1 I I r •l N N I LL I r •y I I. I � 0 i Q ; +t I u ! •- 1 W V1 Q u W a. 4 V i I i 1. a I r• r • V > u W 'I J i I • 1 � W d II � ... I IJ I V J V J I ►• 1 1 S 1 N J I W N W 1 ;W N•O I V Y p• J J .i { 2 v► a' l N r, 1 Z H cr S i0 d LL LL I O O LL 1 d t 1 :Q d.z i 1 M < t:J j S 1d ! p N j N N N + O Ci 6 'V I VI O > > Y O IL t V Z y �•: .• N.N I f L I W V! 1� VI W V V V •- V V J l.i V Y1 V ! �`• V W V J V PI V V f 0 7 11. •-. I P ( P N: P I T 1 P ! P� P P I P I P 1 1 N•' \ 1 � O' • � ♦ rlr - �\ r ! O � r \ `- ' eA N \• O' N ..r Y\1 tAi \ ! V I Z W 2 ++ ! M r' ' N O' �• � A ICS T P- i W to 1 r0 O O• O• 0000 I•'•00 en 00 NO ! .• O -+0' 00 r 7 O %n e•� •1 .'1 N i wl O 1 0 0 u+; o �o �; o o o o( -� f o g v► v .r LL LL i LL LL LL fl. ! fi ' U; w LL LL O .►' , W LL LL ' LL LL LL LL t LL IL LL LL LL ( U. J Z W p W W I W t W jW i W j U W W I W W JI i v( �.•- { Vi u v; u: V u v v v v ¢ j vl u v v, v I :VU j W I I f i f i I •. J > N N 1 .O p: •O ! IN 9 j O 2 i ti t P- M V n N 1 T ti J. •O 6>` W J W V: O LL J - t !u r W I ( N J- eP J�+ P Vl P J V �P J V 9• J V P r V' --j P r P J P r P U CL = N ♦CJ• \ VI \•-`+ ♦c7Z I \•J < \e:7< ♦►' \ r- \r• \t? \►. \-� t IW I t Z L 4 Z' •0 J W _ V 1� .r fN d' N r¢ N V r J O J t - tQ 2 Ili \ N \ H' \ 1 :, \ VI: W Z ,\ N W \ N W ♦ Q 1 W 'v p +V I I r' r ! N t P 11.. V I.T •_ .� >_ .R C► ; .T • O d J I N t A. VV� Oyu OI.Y l0V Q !V V` OVA 0 OV ! j ~ �N ` 1.! ►-� p,.j , F.1 i s. �. i p cc ►- 1••. tr r •' W I V 1 Ni Nr. Nt N Y V I N Y N X v/ N N V) N I t (� I t- i p m 'L W, W W V r w v - lu %J J S I d W m w 177 W a W W I I One Id 1 mZi Z, = Z'Vd 3c NZO ID W) w1Z .O X. OZ 'n 3c 'Lt O'•- d 1 r r -+ ! r: 7_ N O •r L� .r O. O• : i + I ►- - O V 6 ,O mO, O. o, OONr OW. .? ON mLL I —O mO� JO' I ! in Y !O S ma brk ' fy t N to - h. U Ci :.0 V' N i J r r V, av N •Y ! N j cc � Q ! V � ,,,• i , r I O r O r i O O 1 O 10 W! �� Q J ! W. I ( I m i W J : t �. ti. rf\ P. .. N O J T :i r 0 '•1 : ie 111 i { O •O p .O 12 2 J ; -+ V' O m ; { P N 2' 'a I O J 1 O` +O t at I J 4 :IL : W < N O t'• m 4D CD d, A m P1 n' eel K P , i V O Z S r N W! r .� O .r 'L V C LM D P •J e/• eft .O I n J v+ W q . W N N p N 1 N e•I In fR .•+ N N N J IV - 10 N 1' . 1 W W 7- ! J• J J W m 1 •• e.i 1° t t Z Z N 1• !T 2 W + t 'V IN 1 {,► V N: < V , V V V V N V VI V N N Q •O W p. M J P P N IL .+ J '0 J Pl J J to J W "'•J VN w S -Pl l P i N J m[ O S JW P l •ON O 2' Y'l L �� W ems mN• •rN •+Z V V S P1N .02 mL e•IN •-r a a p 'd N P. O I M M V m e•f N .T .• ' 2 LL N t �- i • t 1 1 •. • 1 • • s IF • • • • V V r !Q V Nw Nr' Nr N.0 Nr N../ Nr V Nri Nr 14 Nr Nr V 4Iti I= trI N ; N i N N �I e� N N •+. N N , N ; N N �1G7�. _ • • L, Z V _> Q C K • L L N N • N N V 16 .L+ c r o t N 'c _O V L M i O C � Y T � 0 j r I r t N V p F N N V V V V N M > > C C ✓ M > > 00 C C N7M'•7M PPPP+ q • V _Y ^ p .5 +•PP +N —N +� C C C C a a+ C M C M C C g q O CoCIO, N NNN — V CV✓ 03 0M >27 o<> >�0<>7! N q is Do** r t N 0 0 Mc r� V uvvu N EEE Y� V LLLYY At O 8 Y Y V V V O O O O L L Y Y o 0 o 0 c o c• go N C •Vi r a c �V L.W • i• •CELL V • L L L JJJV V V V�t�t O PG _N _N u cc °c °0c0o�c° IE r -6000 to LLOLOCL O r V V V V V 1-15 V V V V V N V i a S � yti C • w W CC • ee Yr i Z 3 CL 0 • 7 ;sle V cX W �xi( L w Zy o s ,c o$ , o N M C C ✓ ✓ p PPDw CTT44PP +�^^'C^ C s T s T» E E Y Y Y s q g 7 q V V ✓✓ > >> 0 6 O C C G C J 7 >> C Ln O O O O L L =.0 0300 W u u ae.tYY 000 ,y OOOOLLLJt 0 0 0 0 0 0 0 0 C+ L L L L L L C ••• L V V V V LL7� V O O O V V • . • � L O O O C C C � E � �+ q ,• O O O L L L L L L L •• L.rr vuuuvuuuuurW —;28 —� Y V O ✓ + C N M > y P < C •E N V we C r q M 4 O ✓ °a o• yL t:7 2 N V fOq P M 9 C C • r M 1r M C C • N Z p • e.+ G MvY V ✓ L� T EE N 0 8 E v� c A E q 1 a o 0 ✓ Y� L �• V T N O N •� C Y �► w L C 7� • V � Y ✓ V V C� i €c V 1 L > O C r M C E L V E • CD i L Y c L L . 7 Z p C V r EEV E Mt•f�0000000N N 0 0 0 0 0 0 O N L r NNNNNNNN�.• GGOO L C 1./ N pC V • ✓ L V N N r. 6 L✓ ` V V� V ' E V Y 0 0+ EL +'03.1 1 V N «L L C • M M CCC ✓ L • N • P V C✓ L = K Y C O O V V C � V • L C C v C r M N p Y L • z q � • ✓ L C N 1 v v9 rLr r- c•� N O V ✓ O�' 0 C Y V ✓ �• C 10 «v + a u` L V V D a L q EEl�i1 q 9 L ✓ N N• 45• r 0 L O ✓ E E E g O L r. N V V V >• 7 M V V V V >«Y P• ^2C 0 ZZZp O M V O L > c D L C C �'>1 ' r V C a L L >. C •�' P D V V I. C, 1 YV•✓ • C > O i•• V OV ZO V V O'7r • <Z N r C •> V V N N•✓LM�; < V7 <P <L S N —;28 —� Y V O ✓ + C N M > y P < C •E N V we C r q M 4 O ✓ °a o• yL t:7 2 N V fOq P M 9 C C • r M 1r M C C • N Z p • e.+ G MvY V ✓ L� T EE N 0 8 E v� c A E q 1 a o 0 ✓ Y� L �• V T N O N •� C Y �► w L C 7� • V � Y ✓ V V C� i €c V 1 L > O C r M C E L V E • CD i L Y c L L . 7 C V r EEV E C ! L Y T e L N C V O E✓ O V Zt GGOO L C 1./ N pC V • ✓ L V N N r. 6 L✓ r' V V� V ' E V Y 0 0+ EL +'03.1 1 V «L L C • M M CCC ✓ L • N • P V C✓ L = K Y C O O V V C � V • L C C v C G M N p Y L • z q � • ✓ L C N 1 C v9 rLr r- c•� N O V ✓ O�' 0 C V ✓ �• C 10 «v + a u` N• �'`� r V V V V >«Y P• ^2C 0 16 V.LLY L•r rY I. C, 1 YV•✓ N r C •> V V N N•✓LM�; V7 MOL r V C` V �� • a 0 E Y� ✓oo�c V V1 r ✓�- rC • .r�C g 0 OVr L� N : PV ► O V M O 3, r Yp V I M C L O ` .•c i r M VM t^ cL0—• « Y � 0 • y C < >O • �om N✓ 7 Nc Y : L p G¢ E^ CL V = V 0 f, CL V _r w SA r A L E•% c _ .. C+ M O M s V O E W • N✓ • � � >� V V C 7 E• c N O t0 A Cl V•V-� ✓a..• O• Y L N✓ L LL!• L pCNL Jppt M r�� C I • M C�✓ L V 1 S. r E� IM C r I% C L p C • L L • JiC. • « • ✓ C^ O C O• II C O L ✓ V« ✓ C V 1 E '.' V 0 L V • L ^O g Cl ! NON N C O L 16 .O L C * + V O Q C C i • 0 V ! T M.. p.0. r • 7 Pi • • O •� L Y N M V a V t E M V pr^„ N O p q pCZ p C f L N Y ✓} • •d M• C�M�M E Lq ✓.� V M �•L •� �� ✓ O�0Z s Y s Z N i 0 O < N« r a r —;28 —� Y V O ✓ + C N M > y P < C •E N V we C r q M 4 O ✓ °a o• yL t:7 2 N V fOq P M 9 C C • r M 1r M C C • N Z p • e.+ G MvY V ✓ L� T EE N 0 8 E v� c A E q 1 a o 0 ✓ Y� L �• V T N O N •� C Y �► w L C 7� • V � Y ✓ V V C� i €c V 1 L > O C r M C E L V E • CD i Table 3. WDF Flow Recommendations for Various WRIA 16 Streamsi/ Recommended Finch Creek Flow January 20 February through May 25 June through August 20 September through November 10 December 15 Eagle Creek January through December 83 Jorsted Creek January through December 35 Johns Creek September through May 30 June and July August Dosewallips River January through December Duckabush River August through May June and July Hama Hama River. August through May June and July 15 25 250 250 250 200 Rationale Spawning & Incubation Incubation & Outmigration Outmigration & Rearing Rearing & Spawning . Spawning . I All life stages All life stages Spawning, Incubation & Outmigration Rearing Rearing & Holding All life stages Spawning, Incubation & Outmigration Rearing & Holding Spawning, Incubation & Outmigration Rearing and Holding 1/ Flow recommendations are based on IFIM results. -129- Other Recomrnenda' close all year- hatcner close all year- naturi I low flows close all year-natur l low flows close all year -na' low flows 0 close 7 -1 to 11 -1 -f I spawning & rearing close 7 -1 to -11-1-f I spawning & rearing -. close 7 -1 to 11 -1- I spawning & rearing • r r- 9/1 s c c c s c +t Yt LA > > > c Is v 7 7 1 1 = 0 3 -. �_ Y 3 3 7 3 0 3 3 A y •+ < :► O. % A i A 7r .p0 f1 A A A y 1 �O A ; O. O. 6 A O % Pt A O' O• 4 m f1 • • c v • 8 N N O O ✓ ►-• ✓ ✓ ✓ ✓ Q V A s N N N N i N ✓ ✓ V OI VI ✓ R 1• W N O `o 4m VOi aO71 R R I.n 40/1 tf✓ n A A A n n n n n n A n A A A n n A A n A S S 7 O G O O 7 O S S 7 = ? S Z S N ? 7 S T 0 O = O 0 O O O O O O O O O A O O O • O O 2 ? 7 S ? T S S S S A G c c GT C 4 4 G 4 G G B 3 A v p ' 0 O OW 0 >r S 70 F b- O + pI Qp v A A N 7 Y v N n Y A • n N i R S O r A {Wj� ; ib i P- I• O '1 --•O A �► A o v o e• �t _ n N 71l A n 1 1 1 1 / t ✓ jo N O O. ✓ 1 / 1 1 / 1 1 1 / t 1 ✓ / \ \ •+ r' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ tJl \ lit \ Nt IT Z tr A iT 6J1 /A R t7i tJl tf1 RA /r %n NI t-1 4" R NI R 1 NI 1 Ir R t / A Z N O W W W W W W W W W W W W W W / t � tW O, to 3 ✓ W W O 1 • O a AnA m. O N i R us %A r O) ol p1 i i i W i V rt 7 1 ✓ A a \ R R R R R R R R R R R R � � � � r r R A O A R � 1 1 �1 t 1 1 1 / 1 t t t N O ZZ ✓ ✓ t-• ✓ ✓ ✓ ✓ ✓ r ✓ ✓ s0 ✓ ✓ 1 O O O O •�O t r A O O O O O O O O O O ✓ / \ W 1 1 • 1 / A 'S N {./ 1 1 1 / / W 1 W 1 t 1 w W W 1 W 1 W a W W O W ✓ r W /+ O.�O ✓ W W W W n n n n N M3 N N % N c N N ✓ N 7N� C3 C9 ✓ N ✓ N N O N A A A A y 3 A N A 3 A 3 A A A A A A A A A Y Y Y M Y A A r A IIc • Y Y Y Y r n 1Yt Y7 •� O O O O O O O A O N N N N M C A A A A A A A .Y. A A t t t 01 Of 1 1 OI OI 1 OI 1 OI • R � S O R A 0 1 ✓ ►+ ►� ►• MIA ✓ •A 1 4 N ✓ I 1 / 1 / 1 t ✓ • s • IWINI•' = C n -0 SC N n c S C 0 '1 n O • 7r • R d r 7 p 3 O O R O Y A A '~ r A -y +f +1 O 3 vt A '• 3 3 n 3 3 /� •tl n A of CO A p A p A A O. p p A /1 0. d r 0 0 _• R p � O. '1 P C � A O 1 zr • gg p3 = 2c U4 O O O O O O pp O O O O O O O O O N O N c R 3 1 - 3 1 p p ut A A a A A A w w W w A W w W N W r N %A A W O A y r t7• V A A W W W 4n N1 Vt N tO N a% m N ♦ O es .+ R O } .O ►• t0 O V! W IA O O O 1 Q N N n n A n n A A A A A A A A A S A A A A S S O O O O O O O O 0 > > c. G Z O O O O O O O O O O S 1 N S n n A n A A n A n S A S n �' n ? A r. 00 A n CL n o S > S ? `3 OF C6 o. n 3 i . .° 2 w 7 N C • 0 � 3 ON N A ! O AC w a CL Ic N r► a S c ZT C N O A M PAT r• A Y 7 N 7 to, n c = r r p• ►+ S tT 7 A _ to O ••• w eT O w nt + N Nt O tb O! r W t,T H! O at O 47t w �O A A 11 d O D t• v o n ri Y y N N v R O A >t • 6 00 1 1 / 1 t t•• N O t • ! t Or N M M er N tT 1 N tJl N tr tT VI N •71 1 ` ` W 0% - Yt • t W 1 1 1 1 ! ! 1 A v n.• 1+ r •+ r �+ r � t+ r ►+ r t+ r r A n O w N A A N O 4a at ►+ N 0 t0 A C6 v A a a o+ a a a r w r a e! a w n O ! t t r • t t . • • 1 ! t0 ►+ •.• tr •O t.. ►. r+ OD S R V ! r O r O 1.. O r.. O • O O O t O O O t � �' A A 'I M W t W t W • w • w W O � w t w 1 W w O • W • w t W W °'• tip A a• p• ►+ a+ ►� r r r o-. r r 1 A n n A A A .r A _, A .� A r N N C M O • O 0 C N N N N N N 99 N N N N A A A A A A A A A A A A S A r r A Y r M Y M Y Y r r r •� i •1 7 • 1 1 • ♦ IS � � 1 1 f O r ..• r r r r r r r r r r � r r r r r. r r r � Y + JO N Ac %4 46C ..+ 1r4IN O • C 7 C C C a.• ►.• 41 01 01 M Ch O w t 1 / ••r s • • LI Washington Department of Fisheries Fulton Creek Flow Recommendations received from Gordy Zillges in telephone call to Ken Slattery. f January through Kay: 130 cfs June thropugh September: 25 cfs October through December: 130 cfs Closure: June through October -132-1, f Y C 7 7 N ✓y .r W. n v � u N . W O n A N f • •<< O fK •KK f Z• O 1 • • /� O N O V ! W 4 O > O Z • O W A A N r+ 1 < O i C Z i ♦ < i ! 2 < Z O 2 < 2 N K i K i < 2 V% !'L N m A Y V Y L LA N N N 0 Q N n L J[ .W • JL is W i[ i[ Y r. V it N V N • O. N Y Y Y✓ D Y Y V it Y V Y JL r V V L Y E P ✓ CD L V N V LD Vim. V L w F� L L7 m V L Li Y Y V Y L L v u L W sn Y V m J D V.- L L V t O L p p.r YY f UL. b N.N N N LN LLN YN jrOL ✓f V✓f O O CO V EO O L O L O Y N O L N itN y 0 L O YN N O N —N ✓ O O V 7 N ✓ �N M C V pp V W O O C L DO CO 4 C L` C D O { O tO L - 0C 2 YC3 H= Z >s O m ]L J L 0 Y i pp pp r _O po 7 O p J L i O O L 7✓2 P _C s r i O 4 IM L C — F A we p Om h L A O C y 06 M C O •� N E M N = C M ,t y M ti V L� N W • • � O C No W = C C O C W N _ S + °•M 2 b .Oa N S .r N N .O Z� p O t O LOfL N L'► w1 H N - ♦ + Y C • � K K !6 V V = _ 3�OC N C • 3 4. C O `S i •�11 W cc L G C O L M✓ r Yp O A ... .0 .• rl rf b 1 OL If b P < V� Y N Y cc o C ^ M •.br c0E w �c� c« co V « c c ° 0.0 3 OY�r •C •1 C Y L Im EY E V m ' w GG O 10 P _ Y >' L M M M M 0^ C; v O 6V > � L^ � sue" Cry Y ✓ c p M ♦ O = • 0 0 • i N Y Yv Y V Y V Y .fi .Oi JL .� > ... Y� Y` V E C N N =' Nf N .+.r N� N N L l V w V N Y3 A L.. 7 VV �°. V E EE O Y L M Y L L Y L ✓ O ► ! 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O c O,c ± ± O V G OC V+ 4LgM ✓ V O( q N at P O L L L 4 .� M _O M _O M _O V M EE 4 (V • L V✓ q V 060 V p« V N p C q• {� 4 •d K N IJ V V V N • • q q E L 7• C L M L L N N V V^ Vb uN p01 O O •+ C V C V C 4 C C V V V C L 4+ V P L O EEE N N• • L p E•E ^ C r p +rr N 1[f N N M N 1 N 'V r/ 'C r• O r1 YtO. Y a • N r1 C L �LpC O 1„rOOV q ^r Y • G n f ✓NO: d •- d .- r V p o O L V V V V V V i VO a,%. L 000E d✓ O N 4 E c r. �+ L. • L 0", o D+ O Y V O • tl7�V p> V1► O O q 0 1'1 f m01 L L i L V i+ • DL» V 7�q O C L 4 s • q • I ♦ • f ♦ Z = Z M 2 O Vt� OV O 3 E �G M OiiN M O N O M O O Wp Wp wCD iyi O 4 O O O O N O V V Y V e O e N C L • N O N p%'1♦ P O O +� • O O O 2 3 0 a i 1► •n t� N {► 1.1 t� ♦ L O O S 01 ti r- L A V C ISM ID S V V - 1.34_ M M C v N d + 4 _C L N V rt d 1 P O o r• c 7 1r r r K wNU : ; . L 1PT V ( ~MV rr. p i wp NO O MO Op VL ✓r.p V q 0 rM v .. G u • �•41 9D11 ccWrO1 W V t N _ A W V N Z W O t W K w .0 .+ n Z— n O: S O N ♦ K .i ♦ f N ♦ tt O • • f Z N f O N N N K C < t K (f N K K �[ t •[ or W (Y O Q /r O 1 ![ 2 K 2 •� ~ O W O N O H O � •.1 W d O f sC O ♦K ♦K < < f ♦ f O f K K SO ♦ r9 Z Z 2 2 79 •mC Y 1O rs K 2 K Z K i = Z L, •Z.• S D O L _ N ►� _ f f V ± ± V V W L Y l _> K 4 r L• EEE L V C L V {� V L IJ t V L V L S S ^m N N V^ Vb uN p01 O N n N L>•O W. W E•E ^ qEE N 1[f N t �p V N M r1 1 N 'V r/ 'C r• O r1 YtO. • C r1 .C, a • N r1 C 1/1 A N m V rt . Y d n f L O V e Y O EN _! E c V O pp V p 1O► q 0 t 1O► V p 7 0 O V O p W O V O V1► O O q 0 = BIZ Ni 1.s is O 7c s 7 03 s ss - 1.34_ "- ice. Y��f• - t f WAnM� t SPAT! Or WAPV TON DEPARTMENT OF GAME • i 6W Audi C+p•d W^ all • Ob^pw• W40OV00" "W" MI • (7061 7SiS70D April S. 1965 Ur To: Ken Slattery Doug Rushton FROM: Mal Beecher RE: North Fork Skokoeish Flows Ken. thanks for bringing to our attention the discrepancy between my recent now recoRmendations in the memo to Doug and the joint agency /tribe flow regime proposed earlier. -we support the joint flow recoemendation (October - 39 cfs; Movesber- January - 33 cfs; February - So cfs; ►Arta tsnof the joint July low 5 cfs; August o 30 cfs; September fish; - 65 cfs). only parts to Doug was based recwaaendallon were for gage fish; on those parts. but is not meant to override the joint flow recommendations. 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I L L NM ✓�►L 7 •-0 0 O• r 4W o w o+ V° L v ✓' w L° e Yv c i O L M Y O C Y7 0 O N{,►O M Y N ex- R 4 0 L 0 -C Y M L-RO °VR44✓O> Y N gC Y YO L° y 7 0 Y r �/ M p V . N�►Y 4 . C L 7�Ap E=L 0.•� eM Cv0 S i�0 0 I C F O ✓ CSC V 6G. p r_+ C EEL f ✓+y 4 7✓ l�M�� L OMPVRMO KN-0 ~ 0 g✓.0 L C c N O W -I. O O6.-L W 0 � Y A 0 .-. 0 w� L C L 0 0 LOA V N 4 �1 7 N Q� C06 O• L000p V.0 LM OM w ✓ p L 3.✓ M C L w V V O Y YJLtr 61 0 3. M7�1.L CM L' 1.0 V �- I O- c o E. N M L d Y. c Y C _V - O p 0 W w 0 M V . L • M'c L A{O i C Y CL� -MAw O�+MO�Y..yO L Y C C L O� C V 6 000 6 O L. O- M M V e Y�+r R L00 V°E0 c O C p W 0 C 5 Y^ Ov L. M L 4 �+� O V E V M0 Y C C N .Ni 0 t t C C t- 0 C r.+C•.30 W.OL Rry.� «i -143 -1 M A 0 P O p la n o+ C L C O Y-0 x O MY O ✓ ✓L�. Y •ws c4oc N L L 0 L • 4 M..�Y E E VAG� QO Y w ✓R ✓ I OLdY C M C° O L L O M Y Q Y C L C N Ta C Mw.O. C— L L V p� R 121 ✓ O � EE °tt MME �. pM J 004 Y c L�C 4A.sv ✓YEs% Mco - OCL c 66 L Y 4t 2r. moo > v N L w c O V OL z MS C ✓O�+.O+MY�L RO I hC.5+ -r . Y V L EN N V VMnoF L L E O t L ....0 M V N CC 01►.>. ✓ V o JoO , OL� L 0 MN 02 c N.r V.W 4 4 1 M C-C L V.0 Y 4 C V O✓ L C E N� O .+ w 0 0 M m LEN- O`•0 0 OA ✓7Mp ON QM O c. C y L M V O K Y C L Y L L NO V 0 . Y V O a— CL. L M I M I't' V O' 0—C 0. �ci P y L~ � � i . L 4 4 0c10 y +.c.. Y C t V O V V O L C ✓ O L Y M N KLOS °06L► • • • S W W F V .V. r � nZ. _O Z W 2 S J W N 2 N -I Z W � opi be FK- N "'Z J = O J WS WA um m' 7 W V 1•. K .'� W 02 20 O Ltr<2 ROLJN 2 �yW tr.72 rO3L .. i O.i m 2 FS = n. x ZP p de ••�[[ O N J W s G i� o° _ N W 2N.J W ` r_ 1- M • C O � .Y+ pv T ✓2 r C L �r 1 n Y yY M C M ii CY C COY L 1M y o' s � Y •5•. v op w LL0 C- M� Y M L Vr 1 M R� Y C C C � � 4 sys ✓ A vC 0 C E � • E =vY ✓ Y + V ✓ C C 00 M Q f L N c c 0 L O O CL . Q ✓ ✓ CY E V C F CO i L O 7 E �p N i � C rid S O O V s� r Y C M C Y Lp � M M V r El O v OEM 0 C O ✓ S N V CC N E L we Yow N • C • E� 5 C M` pL O M E w V M' F i Y 0 R O 8 S S O b n S A N ✓ C •. V N do a C • C > Y v 's Y M C, Y ✓ N O 'Y vpi O 8 c 0 v u r M 0s pv V C v O.Y C ° E 4 V 0 Ms N C G 0 VV OOE3 M � .c L Y O L ° 0 O CZ V O r• V :v N C N r M M L 4 0C V V C V Z. Y O O t A M � N N M O � • � C N O t O C I- I N pp OM. O Op ✓39� OL *1 C 40 c op E 0 N T b O3.. C Y O N 1016 N A O RACt Of O Y0► C✓ Y i 0 L M I O C } LL p C = • M— 0 Q C L. wye��tvcv�v +ry yOy ✓tY�O C= �+Y w- .n✓ O 0-T `0 °- 0 0 0 M C I M W O cc L � 0- 0rsvZy ,; V O Y Y C 0 0✓ -0 2406016 O O 4 N I L N i 0 M 4 L V O= O 4 N L C L Y✓ V NO N� C O 9 Y Q o.pp+, Y v i'c No : 0220-o C O 4- v si�v a pYp:+ Q Y�OL V .Oi YOM yTO �r KV O?�Y ppj L jM O vY K A � �S 0 O 0C 04 COMi.g Y 0yy0w� .t .%: S c C O 0 0 V c r L. 00VM VNS oV c 0 O _M 02 C C 4 0 L r> pM S 0. r ✓ Coll mall i Apt, U t� L 'O R C O 7 0 L 0 O O NW w O 0 M LL V ✓ -. ✓ C LR QLF- M�N00-0 C Y� 0 Y �+ O C Q •� C.t .Isi✓ V E.twwt .. N v a L. O O YMYC • L�+O OOOC O V LE V OON%. 4.�L00� 3� VGA V RMVY L• C M M L R, O. V 0 N 0 07 R.. 4 ✓C�YORw1O V Vv 000 L� C +•0 Cl OM O C >4 O— .. N— L O A M o O O. L . .•+ C 0 y 0 6 L A C O O Y M C W+� L L. C Q�.. - C V C� v 4AL1 V O 4 aZ.O� A N E vo a M r M 0 0 Y R Ye c tp Ems✓ C Y °L MO ✓0 L0OM ML L Y 4 0 C 2 M° t ss M M N C A M V 0°VOO LO OLO of L L O V LAO L V.+O. I L L NM ✓�►L 7 •-0 0 O• r 4W o w o+ V° L v ✓' w L° e Yv c i O L M Y O C Y7 0 O N{,►O M Y N ex- R 4 0 L 0 -C Y M L-RO °VR44✓O> Y N gC Y YO L° y 7 0 Y r �/ M p V . N�►Y 4 . C L 7�Ap E=L 0.•� eM Cv0 S i�0 0 I C F O ✓ CSC V 6G. p r_+ C EEL f ✓+y 4 7✓ l�M�� L OMPVRMO KN-0 ~ 0 g✓.0 L C c N O W -I. O O6.-L W 0 � Y A 0 .-. 0 w� L C L 0 0 LOA V N 4 �1 7 N Q� C06 O• L000p V.0 LM OM w ✓ p L 3.✓ M C L w V V O Y YJLtr 61 0 3. M7�1.L CM L' 1.0 V �- I O- c o E. N M L d Y. c Y C _V - O p 0 W w 0 M V . L • M'c L A{O i C Y CL� -MAw O�+MO�Y..yO L Y C C L O� C V 6 000 6 O L. O- M M V e Y�+r R L00 V°E0 c O C p W 0 C 5 Y^ Ov L. M L 4 �+� O V E V M0 Y C C N .Ni 0 t t C C t- 0 C r.+C•.30 W.OL Rry.� «i -143 -1 M A 0 P O p la n o+ C L C O Y-0 x O MY O ✓ ✓L�. Y •ws c4oc N L L 0 L • 4 M..�Y E E VAG� QO Y w ✓R ✓ I OLdY C M C° O L L O M Y Q Y C L C N Ta C Mw.O. C— L L V p� R 121 ✓ O � EE °tt MME �. pM J 004 Y c L�C 4A.sv ✓YEs% Mco - OCL c 66 L Y 4t 2r. moo > v N L w c O V OL z MS C ✓O�+.O+MY�L RO I hC.5+ -r . Y V L EN N V VMnoF L L E O t L ....0 M V N CC 01►.>. ✓ V o JoO , OL� L 0 MN 02 c N.r V.W 4 4 1 M C-C L V.0 Y 4 C V O✓ L C E N� O .+ w 0 0 M m LEN- O`•0 0 OA ✓7Mp ON QM O c. C y L M V O K Y C L Y L L NO V 0 . Y V O a— CL. L M I M I't' V O' 0—C 0. �ci P y L~ � � i . L 4 4 0c10 y +.c.. Y C t V O V V O L C ✓ O L Y M N KLOS °06L► • • • • 0 9 n n 0 o. n t S w N v N w , w �o 7 w r a 4 0 a 0 0 w 0 I. O , -VV L- o v + O b , n M_ w w A w , .O /i c e O N A N a w y � w re A r •i fe r A r O w w w w � � r A ■ A e c : � ?. i ,re " a CL .� or A N M 1 O r r r T b e. .� w .e r 20" 3 c w n T O. A 7 w .• N N N w O A 9 1 ~ + to N S , to A M M A ow. >! A w w N .p N i w A w %C w w w N o a A 7 e c ►A.. w r 0 O .O _ x r r • w w S 0 O M d A A O to E w A 7 O < , M r 8 O r s +° 1 w w • o M w O. A w a O. r r v T o A A O A N 7 > N w • • � .O r d r A 1 r O O 1 n 3 c r , O O N A A N O .e < N r + O • T A A , A O '� 1 • N , 6 O 1 9 10 •+ M , O + < T 6 ~ N O w d r ! A N b O • ►. M < a w 1 w � N O 0 C i O O w M r r b A w , O w r ry O. + A C: A 7YC 3 =z Z eYs 2 1"• i d N r = .+ w A + n A c •»� n w � .°o a w 1 � . O + to op CL A n a b O w y 0 v w c 1 S w o = = N A c 4-0 . � A e 0 ° A r � < ' N O .• r O d w C w o �• N , b C r on A O 6 ± T w r S A w b N e r N O l T os o A r r 1 b j N r r y 3 to �O" O d O M r Ip , n 3 A A to A r C A .O A• r C6 A O C P• O cY�s 'A = ! N O A A G1 v n w .O A r M c w N _ v w , r O o � � M r , O c �A N .r. ~ 0 A v c ` N A aN A O N r w A � r r� A c S ma to N 10"' ! n T M ^ A O ~ r A w ` A w° O O c C N) S O qr v n r '� O r :� - A O T A A Y w + N '� r A = n A A O 1 w r c a r ° S O p A a r , w c A ♦ c , A -ft A 3 , ie 13� '• A 7 A N o om ., o + 7 N v •+ N w O 00 0 n, c e , �.• 1 O "' r O ~ Oft w w T • i 0 .0 n r O. aw n _ N O R r A r M N , w O M a w w ° ►� r , 3 N n e o 0 w N 3 19 w v C O :r i C e , a b C A w r .e r n ;or w r C 7wi O 3 A a 6 D O O w � � O O a ° r A w ° : N A n o A cl A r � w w , r a + r •+ a v i r t� o + r r w w r w A v o n v < 2 �a ° w b Y+ b w N w A N 7 o. _ n O 7 A o O •i _ M r ►. , e , N 3 r O uo w r r A N o w w w A d 1 3 N M 1 L ° w w n + -1 r , ° n n Is 0 O , Ie- 1 < 1e A r w w o r , A O r a a v w .� N C r r + i M , n , 0 N A O r ' N , N s S A c 1+ e i .A+ v 10 w • N T A -VV L- o v + O b , n M_ w w A w , .O /i c e O N A N a w y � w re A r •i fe r A r O w w w w � � r A ■ A e c : � ?. i ,re " a CL .� or A N M 1 O r r r T b e. .� w .e r 20" 3 c w n T O. A 7 w .• N N N w O A 9 1 ~ + to N S , to A M M A ow. >! A w w N .p N i w A w %C w w w N o a A 7 e c ►A.. w r 0 O .O _ x r r • w w S 0 O M d A A O to E w A 7 O < , M r 8 O r s +° 1 w w • o M w O. A w a O. r r v T o A A O A N 7 > N w • • � .O r d r A 1 r O O 1 n 3 c r , O O N A A N O .e < N r + O • T A A , A O '� 1 • N , 6 O 1 9 10 •+ M , O + < T 6 ~ N O w d r ! A N b O • ►. M < a w 1 w � N O 0 C i O O w M r r b A w , O w r ry O. + A C: A 7YC 3 =z Z eYs 2 1"• i d N r = .+ w A + n A c •»� n w � .°o a w 1 � . O + to op CL A n a b O w y 0 v w c 1 S w o = = N A c 4-0 . � A e 0 ° A r � < ' N O .• r O d w C w o �• N , b C r on A O 6 ± T w r S A w b N e r N O l T os o A r r 1 b j N r r y 3 to �O" O d O M r Ip , n 3 A A to A r C A .O A• r C6 A O C P• O cY�s 'A = ! N O A A G1 v n w .O A r M c w N _ v w , r O o � w T D C C 7 • 3 w , w =. w e , CP 1 r• 1 ci O M r , O c �A N .r. ~ 0 A v c ` N A aN A O N r w A � A T r , A = O i w • � • w � C •t C M O i go A e ; r� A c S ma to N 10"' ! n T M ^ A O ~ r A w ` A w° O O c C N) S O qr v n r '� O r :� - A O T A A Y w + N '� r A = n A A O 1 w r c a r ° S O p A a r , w c A ♦ c , A -ft A 3 , ie 13� '• A 7 A N o om ., o + 7 N v •+ N w O 00 0 n, c e , �.• 1 O "' r O ~ Oft w w T • i 0 .0 n r O. aw n _ N O R r r 6 N c n =M O w ° ►� r , 3 N n e o 0 w N S ems+ w v C O :r ° o e , w s CL c r .o r C 7wi O 3 6 7 + O w � � n v S C : w A cl A + O r w w a , r n v i r t� o O A 3 � n 7 ec � A v w N A N p r _ S O r w 7 o O °v w o , 0 3 r O uo w r � 1 N r ao w w A 3 N M 1 L ; , w r v ° O c -VV L- o v + O b , n M_ w w A w , .O /i c e O N A N a w y � w re A r •i fe r A r O w w w w � � r A ■ A e c : � ?. i ,re " a CL .� or A N M 1 O r r r T b e. .� w .e r 20" 3 c w n T O. A 7 w .• N N N w O A 9 1 ~ + to N S , to A M M A ow. >! A w w N .p N i w A w %C w w w N o a A 7 e c ►A.. w r 0 O .O _ x r r • w w S 0 O M d A A O to E w A 7 O < , M r 8 O r s +° 1 w w • o M w O. A w a O. r r v T o A A O A N 7 > N w • • � .O r d r A 1 r O O 1 n 3 c r , O O N A A N O .e < N r + O • T A A , A O '� 1 • N , 6 O 1 9 10 •+ M , O + < T 6 ~ N O w d r ! A N b O • ►. M < a w 1 w � N O 0 C i O O w M r r b A w , O w r ry O. + A C: A 7YC 3 =z Z eYs 2 1"• i d N r = .+ w A + n A c •»� n w � .°o a w 1 � . O + to op CL A n a b O w y 0 v w c 1 S w o = = N A c 4-0 . � A e 0 ° A r � < ' N O .• r O d w C w o �• N , b C r on A O 6 ± T w r S A w b N e r N O l T os o A r r 1 b j N r r y 3 to �O" O d O M r Ip , n 3 A A to A r C A .O A• r C6 A O C P• O cY�s 'A = ! N O A A G1 n w .O A r M c w N _ v w , r O o � w T D C C 7 • 3 w , w =. w e , CP 1 r• 1 ci O M r , O c �A N .r. ~ 0 A v c ` N A aN A O N r w A w r , O C {A + ? r , o •. O. A A A e N A 00 e. r A T r , A = O i w • � • w � C •t C M O i go A e ; r� A c S ma to N 10"' ! n T M ^ A O ~ r A w ` A w° O O c C N) S O qr v n r '� O r :� - A O T A A Y w + N '� r A = n A A O 1 w r c a r ° S O p A a r , w c A ♦ c , A -ft A 3 , ie 13� '• A 7 A N o om ., o + 7 N v •+ N w O 00 0 n, c e , �.• 1 O "' r O ~ Oft w w T • i 0 .0 n r O. aw n _ N O R r r N ; w ° ►� v n 3 N o r -� c w N S ems+ N C O r S O n , w .r w 7 6 7 + ►°• � n � w ~_ i O r o °v w o , 0 o , uo w < N r r w O A 3 N M 1 L ; 3 w r v O c a c , Ie- 1 < 1e A r w O A A N , a w = 3 i 9 n w 0 O • A .O • N N a N c 3 e o O A T r O O 7 •.1 O O 7 6 /1 b CL r -VV L- o v + O b , n M_ w w A w , .O /i c e O N A N a w y � w re A r •i fe r A r O w w w w � � r A ■ A e c : � ?. i ,re " a CL .� or A N M 1 O r r r T b e. .� w .e r 20" 3 c w n T O. A 7 w .• N N N w O A 9 1 ~ + to N S , to A M M A ow. >! A w w N .p N i w A w %C w w w N o a A 7 e c ►A.. w r 0 O .O _ x r r • w w S 0 O M d A A O to E w A 7 O < , M r 8 O r s +° 1 w w • o M w O. A w a O. r r v T o A A O A N 7 > N w • • � .O r d r A 1 r O O 1 n 3 c r , O O N A A N O .e < N r + O • T A A , A O '� 1 • N , 6 O 1 9 10 •+ M , O + < T 6 ~ N O w d r ! A N b O • ►. M < a w 1 w � N O 0 C i O O w M r r b A w , O w r ry O. + A C: A 7YC 3 =z Z eYs 2 1"• i d N r = .+ w A + n A c •»� n w � .°o a w 1 � . O + to op CL A n a b O w y 0 v w c 1 S w o = = N A c 4-0 . � A e 0 ° A r � < ' N O .• r O d w C w o �• N , b C r on A O 6 ± T w r S A w b N e r N O l T os o A r r 1 b j N r r y 3 to �O" O d O M r Ip , n 3 A A to A r C A .O A• r C6 A O C P• O cY�s 'A = ! N O A A G1 n w .O A r M c w N _ v w , r O o � w T D C C 7 • 3 w , w =. w e , CP 1 r• 1 ci O M r , O c �A N .r. ~ 0 A v c ` N A aN A O N r w A w r , O C {A + ? r , o •. O. A A A e N A 00 e. r A T r , A = O i w • � • w � C •t C M O i go A e ; r� A c S ma to N 10"' ! n T M ^ A O ~ r A w ` A w° O O c C N) S O qr v n r '� O r :� - A O T A A Y w + N '� r A = n A A O 1 w r c a r ° S O p A a r , w c A ♦ c , A -ft A 3 , ie 13� '• A 7 A N o om ., o + 7 N v •+ N w O 00 0 n, c e , �.• 1 O "' r O ~ Oft w w T • i 0 .0 n r O. aw n _ N O R r r N ; N N • i • n o v v q � o n A r •+ • A • A � A A • • • i r w A A A• A A r t 7 r r A O A c A A A 7 w 7 O v A x ff • p r O r A D • O n + A C 7 C N 7 1 + r > A N n 7 .0 w « A . v s O x A M A C A a C a + r N D S .'n q + • _ + M + 7 •r + A O w N p C � 1 + ^ A . A A O O c A n -• o N w O w n N w .a n O A n •q w « 7 7 o p w O C A O = S s O « •P • A S O O A A w n = 7 00 A N A N M u it ��r r N = •• 03 A N o A C •• '�"A"' O w w i 7 A a D d !► n a O i A M �• b w O A = q + _ _ A _ 7. S v O + 7 « a A A n w p J A N A a M qQ9 M ♦ N i w N _ A w A O A 7 O Mv « ' N .r.. N r S �~ ( O A D 1 f• Y p `7 O A N w a O N O A A O -% w O C' A % a I 6 p CO n A p _-r v w A v n O q 1 Y q � M C w •• j v r n r � r � p s N e COOS o v c « w »» ,o a p i vc r p M N + y N r 7 O O` p is A A r A A r O w A r r 7 r 7 A N .� a A + O •�»• N ! M 11 A N Y A r 0 A A A > > A O .aN.r S N- 1 r Y `C N or Z. O A - N = r N M O 7 7C A O a O « w r n 'O ° v O O A < 1 A v ! w p or O v A D A r n A + + A M O 7 ' p c Y p a -T A w .+ .• p r 7 A 1 r r r r N a w O O A C r C D N r Y d ? r A + C z � - ; ° w w + G to 10 O 10 + ° 0. w A r w• w v 06 w A v < Y m y + N r n O• •� r � e Y w A + 7 • r '� N Y A r o0. r w w to to 0 l'f + p A n A N r :� C n C. n " • -= A r b- •wit ? C O r = q ,A M •" 6 n ., r N A A 0 r n O. + r M + 2 ; ; + r O + N r •p o s w Cc D A M n p 3 • A M In N • N • `C lO C S a 41 40 Z O O + O s w 1 c C. pr N{ N M a R p O w cg " w "I 7e . c e °o= 0 3 A w r r A w 7 A CI + < O _ � N a Z N r G A A A N •O A H in cw N •n-• a N + M < l r s w S •+ + + O Y O°� + a 7 A l a r " w w NO .Y. •" w G a D f° C » • n o ° 3 N• fna r 7 lb M v, M n ._.. r O r 3 N p ° 4 n r a r � to y A C 1D p = M r 6 p A �w• '' r• A 3c O r a v + O A w A n r b w b C 7 S CL r a O n 9 « ,� r A• e O r r O O w iO r ae v j O O w r G ,c -� q CI 1 A 9 A s f°► of ... c w A •i + N M v O 3 M A �'.. r r •.�] 1 c s O .N.r ►Yr v r r r O r a 0 S O 1 v f+ 'f r • CL 3 o v b .•ri n r p Y r r w J►. A n Y a + 1 r •c S A A S w • w n » on w° i q p w - _ A o < Z r r r A � r w A O c O w r : ~ Y o A r w o M w o vo A N w v» 1 A O A O M •D .. n y M. . » A p w = = : 7 V b o s % n t _ d b A A a 1 7 a , Y N b N q Y JT N « �► r q M r A C, + 7 6 n • A A 1 A r p aYr O v N A .•p► :' , �c 7 5 n w A n 7 v 7 o w u « w q n o o x o -0 r O A 1 A v Z a w rte+ 1 w ID ■ O » « N p n n r o O o Nom+ r p n N r + v r n Y r Y w A r • r A O r A.• N ! 7 r O r �• o ^ v w O A + v n 7 e N r N A Q « o v v N. n N w w w Y r O n sw r •r.. ! �` Y r ` r r r w 7 Yf CL r w � Q. n w �J • • • 0 .-9t/T- 3 S x d w w v w M A w • •� w x N A v n w r ° 'w 7i a • c CL =d w O d e M e r M A a s— a a e s Z-1 to M c 0 o + q < • x d S w o r 1 w o q c n w �! o 0 R 'w M w O N A y n O w w to 1 d 3 O + O M , w d N ° - w c A 1 C C M fr r M w . + A , w , •w e q M O • A A N • 7 1'1 w O 1 A N Sr, ? G ° N O O A •w C w S A r r O r w r N x 7 0 14 D N w , r w , A N r < r O w w q ••• w O r d q N w O 7 N w O O O CL 0 1 is r e r 7 �! n o ; •O n O + r O i < w N w N O p w , r O e r , w r , fr w r w w It ii N 1 n . i� o .e •• o. n a . A r q C 4. ro m A A S r C V O < d+ , o O N w •0 9 ro o w ! d v a r w r n v d + a c o N %C q r c lc < mo r w e .w w O S 7 d r O � A -� r .O w w r , O .� • w w e N d A O A O -7 O z 400 7 « CL r A N O • �j + w + 1 n = w o ' r O + < O n w + n O O 1 q w q S 6 q r p O O C 3 w ■ w r' O M w w .O w r w w 1 •J t d q , OO • O 1 O w w .Q S c d Y 1. 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EPA - Bonneville Power Administration CFS - cubic feet per second DSHS - Department of Social and Health Services ]EIS - Environmental Impact Statement FERC - Federal Energy Regulatory Commission GPM - gallons per minute IFIM - Instream Flow Incremental Method IRPP — Instream Resources Protection Program MW - megawatt NMFS - National Marine Fisheries Service PNPTC - Point -No -Point Treaty Council PUD - Public Utility District RM - River Mile USFWS - U.S. Fish and Wildlife Service USGS - U.S. Geological Survey WDF - Washington Department of Fisheries WDG - Washington Department of Game WDOE - Washington Department of Ecology WRIA - Water Resource Inventory Area WUCC - Water Utility Coordinating Committee WWIRPP - Western Washington Instream Resources Protection Program • -163- � 0 10 10 SKOKOMISN- DOSEWALLIPS BASIN WRIA 16 Technical Document f� Office Report No. 74 Water Resources Technical Group Stan Mahlum, P.E. Water Resources Engineer By Carol Fleskes, P.E. Marty O'Connor April 1980 State of Washington Department of Ecology Water Resources Management Division Olympia, Washington 98504 TABLE OF CONTENTS Page I. Introduction . . . . . . . . . . . . . . . . . . . . . . . 1 II. Basin Description . . . . . . . . . . . . . . . . . . . . . 1 f III. Stream Management Reach Information. . . . . . . . . . . 4 4 A. Purdy Creek . . . . . . . . . . . . . . . . . . 4 5 B. Skokomish River . . . . . . . . . . . . . . . . 4 6 C. Hamma Hamma River . . . . . . . . .. . . . . . . . . . 4 7 D. Duckabush River . . . . . . . . . . . . . . 4 8 E. Dosewallips River . . . . . . . . . . . . . . . 4 9 F. Finch Creek . . . . . . . . . . . . . . . . . 5 . 10 G. Eagle Creek . . . . . . . . . . . . . . . . . . . . 5 H. Lilliwaup Creek . . . . . . . . . . . . . . . . . . . 5 I. Little Lilliwaup Creek. . . . . . . . . . . . . . 5 IV. Hydrologic Base Flow Analysis. . . . . . . . . . . . . . 5 LIST OF TABLES 1 List of Proposed Control Stations (DOE). 2 2 Stream Ratings . . . . . . . ' ' 6 3 Flow Relation Equations. . . . . . . . . . . . . . . 7 4 Base Flows . . . . . . . . . 8 5 Current Administrative Status of Streams and Lakes, Skokomish, Dosewallips . . . . . . . . . . . . . . . . . . . 9 6 Conversions. . . . . . . . . . . . . . . . . . . . . . 10 LIST OF FIGURES . 1 Basin Hap, with Control Stations . . . . . . . . . . . . 3 2 Purdy Creek. . . . . . . . . . . . . . . . . . . . 11 3 Skokomish River . . . . . . . . . . . . . . . . . . . . . 12 4 Hamma Hamma River. . . . . . . . . . . . . . . . . . 13 5 Duckabush River. . . . . . . . . . . 14 6 Dosewallips River .. . . . . . . . . . . . . . . . 25 7 Eagle Creek. . . . . . . . . . . . . . . . . . . . 16 8 Finch Creek. . . . . . . . . . . . . . . . . . . 17 9 Correlation Graph of Finch Creek vs. Skokomish River . . . 18 . 10 Correlation Graph of Eagle Creek vs. Skokomish River . . . 19 •I • • I. Introduction The Western Washington Instream Resource Protection Program involves development of instream flow regulations under Chapter 90.54 RCW (Water Resources Act of 1971) and Chapter 173 -500 WAC for the 26 Water Resource Inventory Areas (WRIA) found on the western slope of the Cascade Range. State law provides that perennial streams and rivers shall be retained v+ith base flows necessary to provide for preservation of wildlife, fish, 'scenic, aesthetic, and other environmental and navigational values '(Chapter 90.54.020(e)(a) RCW, 1971). Base flows are broadly interpreted as lower levels of flow that occur naturally in a stream. Each stream selected for regulation is rated by state resource agencies. A high rated stream having greater environmental and scenic values will require higher levels of base flow. The Instream Resource Protection Program (base flows) does not affect any existing water rights and uses. II. Basin Description The Skokomish - Dosewallips Basin is located west of the Seattle fletrop- olitan area on the Olympic Peninsula. The majority of it is contained in Mason County with smaller portions in both Jefferson and Grays Harbor counties. The basin area is 550 square miles. The majority of this area is covered by forest with only small percentages used for farming and residence. The topography is jagged peaks of the eastern slopes of the Olympic Mountains in western and central portions of the basin eas- ing down to foothills near the eastern side bordering Hood Canal. It contains parts of both the Olympic National Forest and the Olympic National Park. Precipitation is approximately 80 to 140 inches per year with the higher elevations receiving an even greater amount. Land use activities affecting water resources are mainly forestry with some agriculture. The population of the basin was approximately 7,000 in 1978. The Skokomish - Dosewallips Basin consists of four major rivers and several smaller streams. These four major rivers, the Skokomish, the Hamma Hamma, the Duckabush, and the Dosewallips each reach far into the Olympic Mountains and drain large areas. The Department of Ecology concludes that a set of 9 control stations will provide adequate managerial control over future diversions of the surface water resources. In addition to the four major streams pre- viously named five smaller streams will also be monitored. Table 1 and Figure 1 display the regulatory control network of the Skokomish Basin Instream Resource Protection Program. -166- A. B. C. D. E. F. G. H. I. Table 1 List of Proposed Control Stations (DOE) Control Location Stream Management Reach Cage Number River Mile Purdy Creek Mouth to headwaters 12- 0625.00 1.2 Skokomish River From influence of mean annual 12- 0615.00 high tide at low instream flow 5.3 levels to headwater except Purdy Cr. Hamma Hamma River From influence of mean annual 12- 0545.00 high tide at low instream flow 6.2 levels to headwaters. Duckabush River From influence of mean annual 12- 0540.00 high tide at low instream flow 4.5 levels to headwaters. Dosewallips River From influence of mean annual 12- 0530.00 tide at low instream flow 7.0 __high levels to headwaters. Finch Creek From influence of mean annual - high tide at low instream flow 0.1 levels to headwaters. Eagle Creek From influence of mean annual -. high tide at low instream flow 0.1 levels to headwaters. Lilliwaup Creek From influence of mean annual - high tide at low instream flow 0.1 levels to headwaters. Little Lilliwaup From influence of mean annual Creek high tide at low instream flow - levels to headwaters. 0.1 • *I • .7 • • s s i £ � G 3 � G i C/) a J J C/') T S � LiJ 3 <I- O z or . O a: p4q L-) V) 3 r M w l �< � 3 `• is / _� tL i s LP c IL � '•mss ......�..i�t....r -•''`% 3 -169- v s• a w A. s B. C. D. III. Stream Management Reach Information Purdy Creek Purdy Creek originates in the central portions of Mason County flowing north then east to join the Skokomish River at River Mile 4.1. It drains an area of 4.33 square miles. At the gage, the drainage area is 1.43 square miles. The minimum recorded discharge is 5.9 cfs on December 9, 1959. The maximum recorded discharge is Ill cfs on December 15, 1959. The period of record is September 1954 to July 1960. The record is poor with the flow affected by springs and a fish hatchery. Skokomish River The Skokomish River originates in the northwestern regions of Mason County flowing southeast as the north and south forks. After converging, the mainstem flows east to Hood Canal between Potlach and Union. It drains 227 square miles at the gage with an average discharge of 1201 cfs. The maximum recorded discharge is 24,200 cfs on November 3, 1955. The minimum recorded discharge is 126 cfs on September 15, 1944. .The period of record is from July 1943 to current date. Hamma Hamma River The Hamma Hamma River originates in the north central regions of Mason County and flows east to Hood Canal at Eldon. It drains 51.3 square miles at river mile 6.2. It has an average discharge of 364 cfs. The maximum recorded discharge is 4500 cfs on January 14, 1968. The minimum discharge is 39 cfs on October 1, 1965. The period of record is from July 1951 to June 1971. Duckabush River The Duckabush River originates in south central Jefferson County and flows east into Hood Canal at a location 2 miles south of Brinnon. It drains an area of 66.5 square miles at river mile 4.5 and has an average discharge of 416 cfs. The maximum recorded discharge is 4990 cfs on January 14, 1978. The minimum recorded flow is 46 cfs on October S. 1938. The period of record is July 1938 to current date. E. Dosewallivs River The Dosewallips River originates in the north central section of Jefferson County and flows east to Hood Canal at Brinnon. It drains an area of 93.5 square miles at River Mile 7.0. Its average discharge is 446 cfs. The maximum recorded discharge is 5,510 cfs on November 15, 1934. The minimum recorded discharge is 67 cfs on December 3, 1936. The period of record is October 1930 through September 1949 and June 1951 through September 1951. J F. Finch Creek Finch Creek originates in the northeastern section of Mason County just east of Lake Cushman. It flows east into Hood Canal at Hoods- port. It drains an area of 3.52 square miles. The minimum recorded discharge is 11 cfs on August 31, 1951. There is miscellaneous flow data for 1911, 1922, and 1951. This stream is correlated to the Skokomish River for hydrologic base flow determination. 19. Eagle Creek Eagle Creek originates in northwestern Mason County and flows southeast into Hood Canal about a mile north of Lilliwaup. It drains an area of 6.90-square miles. The minimum recorded discharge is 6.9 cfs on September 20, 1951. There is miscellaneous flow data for 1951 and 1953. This stream is correlated to the Skokomish River for hydrologic base flow determination. H. Lilliwaup Creek Lilliwaup Creek originates in northwestern Mason County near Price Lake. From there it flows east into Lilliwaup Bay on Hood Canal. It drains an area of 15.1 square miles. The minimum recorded discharge is 10.2 cfs on September 30, 1943. There is some miscel- laneous flow data for the years of 1924, 1925, 1926, 1931, 1943, 1951. Not enough information is available from which to make a hydrologic base flow determination. I. Little Lilliwaup Creek Little Lilliwaup Creek originates southwest of Lilliwaup and flows east into Hood Canal about 1/2 mile south of Lilliwaup. It drains an area of 1.51 square miles. The minimum recorded discharge is 4.15 cfs on September 5, 1951. There is some miscellaneous data for the year of 1951. Not enough information is available from which to make a hydrologic base flow determination. IV. Hydrologic Base Flow Analysis The hydrologic 'base flows for this basin have been determined in accor- dance with WRIS Technical Bulletin No. 11 dated January 1976. When a stream did not have a long enough record to produce a hydrograph, a linear correlation was done against a stream with longer record. Differ - ent flows for the same dates were plotted against each other (a flow vs. flow graph, see figures 9 and 10) and the best fit line was drawn. From this line, the y-intercept and the slope can be calculated and a flow relation equation developed. The stream ratings used in the analysis are shown on Table 2. The flow relation equations are shown on Table 3. The results of the instream flow analysis are displayed in numerical and graphical form on Table 4 and Figures 2 -9. In the past, the Department of. Ecology has placed special restrictions on appropriation from specific streams when such. restrictions were recommended by the departments of Fisheries and /or Game in accordance with Chapter 75.20 RCW. The current administrative status ofthe streams and lakes in the Skokomish Water Resource Inventory Area is shown on Table 5. -170- N IL M J J Q W N O O i 2 N be Y O Y to �D r O z d_ 2 ►r N H Q it a W S N N O m F O� C m tY E m V v N S. ID AID E Z O +t I o V)• I ai Ci -17I- 0 � I! O • r z N O h h c� m r L N .o ✓v C� C Nit hO Q� N' QtD tTO� ON mC PO� <a r m E � O 2 G I 10� r v r � h C C a.6+ u� 0 C t O • • vI. r h h h h r r r r 0 ; W C O ✓ b m �p O Z V h VV N N h N N .IZ Ca+ N /1 vui¢ r L6 L , ..s D d d d � d h M1 P1 P'1 .'1 4D° o O° S A °o A °O A .• er S O. Y12 Nh . 1A N- ON O OO �>. ~ s N •N - ~z a z WN d z wIt O n ~N C; C4 ON ON C O O N O ON .e v :t O 1 Na t N . 1 N • t N t N Q • O O O r. ..1 n O r. .-� n T .. .� O �► E O .� m V C O M •-1 ! i. C! k i,7 •+ V C C O �+ � O C O a+ .y O O �+ � O C 'O ++ '1 O O CCC O C c O %- O b. .tam Efl• wee Ewe �•m ?m m -+gym v V Ir. O T •. O 'O w T E a+ 1 6. :�•+ o � e ` •L a �L • cv o c� e o to e V E t 1t v O'L v v L ��+ L 1111L L C C TL L O Orzo oL O L O .0 fL O r O �O L O i L O tr f+ 1. �+ > �+ O �f �+ i C .r o I .. ., m r. �..r � ., 1� �, O -.. 31 + OL v > O T w O I >• j t1C ! T —.c T vL T O• T 1vci CI~►. Yb aI�r O OC O f Vv LmeE ree -•O YC� OCEC �• L/ v C i S O 0 E v o_ •.pi ECpmf i 0 V = 4 O O a 1 •E+~+ .YE.� ss fE!•�.+ c �'r8e Orm� �Eo IL NOg -17I- 0 � I! O • r z N O h c� L ..n C� C c o [ v L m .+ E � O 2 G I 10� r v r � • Table 3 Flow Relation Equations A. Purdy Creek near Union Hydrograph available B. Skokomish River near Potlach Hydrograph available C. Hamma Hamma River near Eldon Hydrograph available D. Duckabush River near Brinnon Hydrograph available E. Dosewallips River near Brinnon Hydrograph available F. Finch Creek Flow of Finch Creek = 0.022 X Flow of Skokomish River + 7.96 cfs Correlation = 97% G. Eagle Creek Flow of Eagle Creek = 0.012 X Flow of Skokomish River + 5.27 cfs Correlation = 94% H. Lilliwaup Creek Not sufficient information from which to prepare a meaningful. hydrograph. I. Little Lilliwaup Creek Not sufficient information from which to prepare a meaningful hydrograph. -172- Y Y L Y Y L L u _— � i _ _ __ -0 � o 0 0 0 M n O o n N r M °pp _ r N r N ------ - - - --- v r � N ONO O O Cb � O �i a wo � r r r r n n o 0 o cis o« z � _ _ _ _ -- Y Y L Y Y L L i i i • • • en a r•4 .-4 R v o ;s A t .e H M E O x 0 x N t v x eo a c as E Q d t+ h w 0 H 7 41 �J v a •rt C E v f+ Ls r•� 7� V V; v ae H 0% vn IJ 0%04 N e0 \ 1� N c 0 V 0 a� 0 41 7 ,D r4 t+ H E O u t+ N N rq r� N q N e7 to rC M w a0 w v •.� u x 0 C) .0 t+ a, c-i o .+ 3 0 o c 3 3 C O O H a a t a, t+ c d V t O N tr o E x •� o s1 x .. v c c tr U v O E+r 't3 O xx° v a� ee 3 to a X e x v a evi tv+ v V V c .c� � u � w X m ep V •.t 60 61 O !0 0 X E+ aG O 7VC 3 -174- • CONVERSION TABLES (U. S. and Netric) f VOI.U20: Unit Liters U.S. Callons Cubic Feet Cubic Meters Acre -Feet 1 Liter • 1.0 0.2642 0.0353 0.001 O.DOCD9081 1 U.S. Callon 3.785 1.0 0.134 0.00379 O.DODOW07 I Cubic Foot ma° /yr Unit spm (62.4 lbs 28.317 7.481 2.0 0.02832 0.0000230 water) 1.0 per Hinute (gpm) 0.002228 0.001440 0.0000631 0.00500161 1 Cubic Meter 1,000 264.2 35.315 1.0 0.0008107 1 Acre -Foot 1.233,500 325.851 43,560 1,233.3 1.0 1 U.S. Gallon - 231 cubic inches = 0.83 Imperial Gallons (- 8.3 pounds of water) 1 Liter - 1.000 cubic centimeters = 1.05 quarts (- 1.000 grams of cater) 1 Cubic Bectometer 810.7 acre -feet RATE OF FLOW ma° /yr Unit spm cfs mgd cu m /sec I U.S. Callon 1.0 per Hinute (gpm) 0.002228 0.001440 0.0000631 0.00500161 1 Cubic Foot per Second (cfs) 44$.8 2.0 0.6463 0.02832 0.000724 1 Million U.S. Callous per Day (mgd) 694.4 1.547 1.0 0.04381 0.00112 1 Cubic Meter 15.850 per Second (cu m /sec) 35.31 22.82 2.0 0.0236 2 Million Acre -Feet - 619.960 per (maf /yr) 1,381 892.9 39.1 1.0 year 1 Liter per second - 15.85 gallons per minute 2 Cubic Foot per Second - 1.98 acre - feet per day - 724 acre -feet per year Other 1 Acre - 43,560 square feet (209 x 209 feet) - 0.405 hectare 1 Vectare - 10.000 square meters - 0.01 square kilooeter - 2.47 acres 1 Kilowatt -hour (M.1) - 0.001 me&awatt -Dour (WO - 3.413 STU 0 Table 6 � 0 10 10 CREEK PURDY T ' _ - R.M. 1.2 GAGE #12062500 - __: — - —� _�_- s_ 50% EXCEEDENCE HYDROLOGIC ME FLOW _ - • _ _ - -- -' F=7 : �i . _ :i _. :i- __4 ZEE Figure 2 _ - - _ — — .. .. :Sep Oct Nov •Dec• i Jan ' Feb :Sas Apr May Jun Jul Aug -176- 10 10 Ion- FINCH CREEK kit Hal .3 777i_ 509 EXCEEDEN E 20 HYDROLOGIC BASE FLOW :z ---------- -j 7-: 4 Figure a _i '7 ... .... ... .... .. .... . .... .... 17 Dec Jan Feb War Apr Kay Jun Jul Aug Sep Oct Nov _182— i t . i a w V � � � r C . .o • as i I,- .i JL M ,Q N O CC %D s N O ,. 1 R L' r Q x v c c c FINCH CREEK Z 50% EXCEED 3 AM:- Ea:: 4: =LEI -jj HYDROLOGIC BASE FLO14 tj -7 a- 74— Fig 17 Dec Jan Feb Via 7 Apr May Jun Jul Aug Sep Oct Nov d v � n ++ N ea � + w s e-4 ev 04 p v V4 .. -185- • • Skokomish- Dosewallips Basin WRIA 16 Technical Document Supplement (Natural Flow Study) Office Report No. 74 -A By Ray Newkirk, P.E. January 1983 State of Washington Department of Ecology Water Resources Management - Division Olympia, Washington 98504 -186- C.K. 3' r Z'ZIg3 ti Table of Contents I. Introduction . . . . . . . . . . . . . . . . . . . . II. Methodology . . . . . . . . . . . . . . . . . . . . . s' =III. Stream Management Reach Information. . . . . . . A. Skokomish River . . . . . . . . . . . . . . . B. North Fork Skokomish River. . . . . . . . C. South Fork Skokomish River. . . . D. List of Proposed Control Stations (NDOE),. . IV. Hydrologic Base Flow Analysis. . . . . . . . . . . V. Hydrographs . . . . . . . . . . . . . . . . . . . . . A. Skokomish River . . . . . . . . . . . B. North Fork -Skokomish River. . . . . . . . C. South Fork Skokomish River. .. . . VI. Summary. . . . . . . . . . . . . . . . .. VII. Bibliography . . . . . . . . . . . . . . . . . . . . List of Tables 1. Hydrologic Base Flows. . . . . . . . . . . . . . . 2. Monthly Evaporation from the Cushman Reservoirs. . . 3. Natural Flows at Gage #12- 0595-00 for January. . . . 4. Natural Flows at Gage #12- 0595 -00 for February . 5. Natural Flows at Gage #12- 0595-00 for March. . 6. Natural Flows at Gage #12- 0595 -00 for April. . . . . 7. Natural Flows at Gage #12- 0595 -00 for Nay. . . . S. Natural Flows at Gage #12- 0595-00 for June . . . . . 9. Natural Flows at Gage #12- 0595 -00 for July . 10. Natural Flows at Gage #12- 0595 -00 for August 11. Natural Flows at Gage f12-0595-00 for September. . . -187- Page Page . 12. Natural Flows at Gage 012- 0595 -00 for October. . . . 13. Natural Flows at Gage #12- 0595-00 for November . . . 14. Natural Flows at Gage #12- 0595 -00 for December . . . 15. Log Pearson Type III Frequency Distribution of ►� Natural Flows at Gage #12- 0595 -00. . . . . . . . . ;16. Natural Flows at Gage 012- 0615-00 for January. . . . 17. Natural Flows at Gage p12- 0615-00 for February . . 18. Natural Flows at Gage 612- 0615-00 for March. . 19. Natural Flows at Gage #12- 0615-00 for April .. . . . 20. Natural Flows at Gage #12- 0615-00 for ?Say. . . . . . 21. Natural Flows at Gage 012- 0615-00 for June . . . . . 22. 23. 24. 25. 26. 27. 28. 29. Natural Flows at Gage #12- 0615 -00 for July . . Natural Flows at Gage #12- 0615=00 for August . . Natural Flows at Gage #12- 0615-00 for September. Natural Flows at Gage #12-0615-00 for October. . Natural Flows at Gage #12- 0615-00 for November , Natural Flows at Gage 012- 0615-00 for December Percentage of North Fork Natural Flow tre� Fie at Gage #12- 0615-00 by Mouth. . Frequency Distribution of Natural Flows at Gage #12- 0615 -00 . . . . . . . . . . . . . . 30. Conversions . . . . . . . . . . . . . . . . . . . List of Figures 1. Hap of Lake Cushman 1909 . . . . . . . • . • . . . 2. Line Diagram of the Skokomish River Basin. . . . . . 3. Skokomish River near Potlatch (Gage) . . . . 4. Skokomish River near Potlatch (Natural) . . . . . . . -189- Page 0 S. Skokomish River near Potlatch (Gage with Natural Hydrologic Base Flow) . . . . . . . . . 6. North Fork Skokomish River near Potlatch (Gage).. . f 7. North Fork Skokomish River near Potlatch (Natural) . S. North Fork Skokomish River near Potlatch (Gage With Natural Hydrologic Base Flow) . . . . . . . 9. North Fork Skokomish River below Staircase Rapids near Hoodsport . . . . . . . . . . . 10. South Fork Skokomish River near Union (Gage) . 11. Bar Graph of USGS Gaging Stations in the jj i Dosewallips Basin.. . . . . • • -189 • I. Introduction Cushman Lake No. 1 dam and power plant went into operation in 1926. Streamflow in the North Fork Skokomish River has been altered since. jhe North Fork Skokomish River became virtually dewatered during low :flow periods since Cushman No. 2 power plant and dam went into operation in 1930. Tailwater from the Cushman Lake No. 2 power plant discharges into the Hood Canal directly and bypasses the main stem Skokomish River. Figure 1 shows a map of Lake Cushman as it was in 1909 (this area is inundated by the present Cushman Lake No. 1). The purpose of this study of natural flows in the Skokomish River basin is to: (1) deregulate the North Fork Skokomish River and Skokomish River flows with respect to the City of Tacoma's Cushman Lake No. 1 and Cushman Lake No. 2 power operations (diversions) and (2) determine hydrologic base flows under natural conditions. This study supplements the Skokomish - Dosewallips Basin (WRIA 16) Technical Document, Office Report No. 74, dated April 1960. Figure 2 is a line diagram of the Skokomish River basin showing streams flowing into the forks and main stem of the Skokomish River, USGS gaging stations on the streams, and the lakes. The river mile locations for each are shown also. Figure 11 depicts a bar graph of all the USGS gaging stations in the Skokomish- Dosewallips with the period of record for each. -190- �f p - Cal�+n • i QOO 09 • SC}+oa � ; QQ�P ; • • Lan�+�+g * tickd • •'� � • Mon`d �ojj- ', R�'sscll Hc�s+on • • grahame lan !- warsh buddmgs ,' �� mg L75'deYa}�on ��o�+�nbtrtiusect pr}sonfile?'�s��au�t LENGTH: 1.5 RILES AVERAGE WIDTU: 0.4 MILES SURFACE AREA: 360 ACRES FIGURE 1 MAP OF LAKE CUSHMAN 1909 01 0 II. Methodology • The City of Tacoma's power plant report of mean monthly natural flows at Cushman Lake No. 2 for the period 1943 through 1978 was used for this tit study (shown in Tables 3 -9 and repeated in Tables 16 -27). f Natural flows for the North Fork Skokomish River near Potlatch (Gage No. 12- 0595 -00) were determined by adding the gaged flow to the Cushman Lake No. 2 natural flow and adjusting for evaporation at Cushman Lake No. 1 and No. 2 (Tables 2 -14). A Log- Pearson Type III distribution was calculated using the total natural flow columns in Tables 3 -14. This statistical analysis resulted in the mean monthly flows for the specified percentage shown in Table 15. The Table 15 values were used to plot the 1 %, 50%, and 99% probability curves for a duration hydrograph show- ing natural flows (Figure 7). The natural flow duration hydrograph (Figure 4) for the Skokomish River near Potlatch (gage 012- 0615 -00) was determined by adjusting the gaged flow duration hydrograph (Figure 3) at the same location for the percent- age increase (Tables 28-& 29) of the Cushman Lake No. 2 natural average monthly flow. The breakdown of natural flow at gage #12- 0615-00 by month and year is shown in Tables 16 -27. Conversion factors used for this report are depicted in Table 30. -7 Q,1_ f i a) a t T' �n � anjj r 0 z .•. � X75, rr ;sash 3;r yiantt h s e• ;saa� Zer aITY +j Eesi r s w H o� O H 3 =15 WAII;pww 00 I RS .. •, wwK t a av+y � ft 24913 rw saaaaq ^ a" Sx FIGURE 2 LINE DIAGRAM OF THE SKOKOMISH RIVER BASIN —192— •I • 91 7e n M .e - i .•t0' $M M • 2 �?� copra -� 3is0 asnogliwoj t •off �Yz13 9'6t OCSO G W YTQ o 0 �~ O+ C Y l y Y a2Tn�i C y � ► V �� _ N0 w^ N N r a' V V ^P .w • .Yi O� �•" y a • N O - • n m taa27$ � n t 1TOj y F s. '�O �n Y •ie Yw O v �O = Y C � v e Y YO• .;ails a O o v s` is v i� sapa7 � ,j T' �n � anjj r 0 z .•. � X75, rr ;sash 3;r yiantt h s e• ;saa� Zer aITY +j Eesi r s w H o� O H 3 =15 WAII;pww 00 I RS .. •, wwK t a av+y � ft 24913 rw saaaaq ^ a" Sx FIGURE 2 LINE DIAGRAM OF THE SKOKOMISH RIVER BASIN —192— •I • 91 r � M i $M M • 2 �?� copra -� 3is0 asnogliwoj t •off �Yz13 9'6t OCSO G W YTQ o 0 °e >iA a2Tn�i Lp aadd0;l O N N N y a - • n m taa27$ � n t 1TOj T' �n � anjj r 0 z .•. � X75, rr ;sash 3;r yiantt h s e• ;saa� Zer aITY +j Eesi r s w H o� O H 3 =15 WAII;pww 00 I RS .. •, wwK t a av+y � ft 24913 rw saaaaq ^ a" Sx FIGURE 2 LINE DIAGRAM OF THE SKOKOMISH RIVER BASIN —192— •I • 91 III. Stream Management Reach Information 0 A. Skokomish River The main stem Skokomish River originates at the confluence of the ►� South Fork Skokomish River with the North Fork Skokomish River at River Mile 9.0. The river flows east to the Hood Canal between the towns of Potlatch and Union, WA. The drainage area is 227 square miles at Gage Number 12- 0615 -00 (including 99 square miles above Cushman Lake No. 2) with an average discharge of 1,208 cfs. The maximum instantaneous discharge of record is 27,000 cfs on Novem- ber 3, 1955 and the minimum instantaneous discharge of record is 125 cfs on September 14 -17, 1944. The period of record is July 1943 to the present. 0 B. North Fork Skokomish River The North Fork Skokomish River originates in the Olympic National Park at approximately River Mile 39.0 and flows southeasterly to its confluence with the South Fork Skokomish River at River Mile 9.0. Streamflow from the North Fork is diverted at the Cushman Lake No. 2 dam for power generation. The drainage area is 117 square miles at Gage No. 12- 0595-00 (including 99 square miles above Cushman Lake No. 2 dam) with an average discharge of 115 cfs. The maximum instan- taneous discharge of record is 7,740 cfs on November 4, 1955. The minimum instantaneous discharge of record is 1.3 cfs on September 5, 14, and 16, 1951. The period of record is March 1944 to November 1949 and March 1950 to the present. -194- �f C. South Fork Skokomish River The South Fork Skokomish River originates in the Olympic National Park and flows southeasterly approximately 27 river miles to"its confluence with the North Fork Skokomish River. The drainage area is 76.3 square miles at Gage No. 12- 0605 -00 With an average discharge of 732 cfs. The maximum instantaneous discharge of record is 21,600 cfs on January 22, 1935. The minimum instantaneous discharge of record is 62 cfs on September 18, 1938. The period of record is August 1931 to the present. D. List of Proposed Control Stations (WDO£) Control Location Gage Number River Mile Skokomish River 12- 0615 -00 5.3 North Fork Skokomish River 12- 0595 -00 10.1 South Fork Skokomish River 12- 0605 -00 3.2 -195- • Stream Management Reach I From influence of mean annual high tide at low instream flow levels to the confluence of the North Fork Skokomish River and South Fork Skokomish River except Purdy Creek. From the confluence of the North and South Fork Skokomish River to the Lake Cushman No. 2 dam. From the confluence of the North and South Fork Skokomish River to the headwaters. • • IV. hydrologic Base Flow Analysis The hydrologic base flows for this study have been determined in accord- ance with WRIS Technical Bulletin No. 11 dated January 1916. The stream (♦rating used is 69 percent which is the value for the Skokomish River =;(refer to Table 2 in the original Technical Document). The hydrologic base flows are depicted in tabular form in Table 1 and shown graphically in Figures 3-10. V. Hydrographs A. Skokomish River The three hydrographs for Gage No. 12- 0615-00 (Figures 3-5) show: 1) the gaged (regulated) flows with the hydrologic base flow, 2) the natural flows with the natural hydrologic base flow, and 3) the gaged (regulated) flows with the gage (regulated) hydrologic base flow and the natural hydrologic base flow. B. North Fork Skokomish River The three hydrographs for Gage No. 12- 0595 -00 (Figures 6 -8) show the same items as outlined for the gage on the Skokomish River. Also, a hydrograph is included for Gage No. 12- 0565 -00 (Figure 9) showing gaged flows (the gage is above the Cushman reservoirs and the hydrograph is informational only). -196- C. South Fork Skokomish River s! The hydrograph for Gage No. 12- 0605 -00 (Figure 10) shows the gaged flows and hydrologic base flow. VI. Summary This study shows that, if WDOE were to regulate the North Fork Skokomish River and the Skokomish River based on natural flows, these rivers would probably be closed for a minimum period of five months (?Say through Sep- tember) to further surface water appropriations. In the case of the North Fork Skokomish River the closure could very easily run throughout the year as the Natural Hydrologic Base Flow exceeds the gaged one per- cent occurrence curve 3k months of the year (Figure 8). The Natural Hydrologic Base Flow for the Skokomish River exceeds the SO percent occurrence curve five months of the year (Figure 5). As A�ne , the South Fork Skokomish River could only be affected by the City of Tacoma's North Fork diversion if its flows were expected to augment the main stem flows to meet instream flow require- cents. -197 9 VII. Bibliography References Cited + Fleskes, C. and O'Connor, M., April 1980. Skokomish-Dosewal lips Basin WRIA 16 Technical Document, Office Report No. 74, State of Washington, Department of Ecology, Water Resources Management Division. Garling, M. E., January 1976, WRIS Technical Bulletin No. 11, Department of Ecology Streamflow Preservation Program, Washington State Depart- ment of Ecology, Office of Water Programs. Linsley, R. K. and Franzini, J. B., 1972. Second Edition Water - Resources Engineering, McGraw -Hill Book Co., Inc. Is E. 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Potlatch Cage / 12- 0595-00 J Period of Record _ Apr. 1944 - Sep. 1949 -- 7- = _ Apr. 1950 - June 1978 -' (Natural Flow) - -_ CURRENCE s - I I ' sox _ -.1 -- - A4HYDROLOGIC BASE FLOW _- _ 99% OCCURRENCE = i += - FIGURE 7 216- - .... ..__. - . _ .. I' .. Dec U2V Jun Jul Aug Sep Oct Nov S� al =1 • • _ 1 it F Y- s ' w L' — sl / e O 1 N P W4 !c 1 • n 1 n n r , • o v 1 Y v �T I � _ s 1 � i i s , a +: � ! c 1 L i= Ll w to • C C O O O O O C � 1 1 M = « ti � � �• '• 1 ti w w, tr « .ter w � .. � � a � a a a a a • • r . Y • Y � f = {: V �' r i r Y g r e r • f � L r 1. • � C � L L . C a Y Z i = i sf i c ; s c s s c v ! s f h >L Y h N at 440 s!j ` • w siuru+ t cncc r MUR —220 - ffirRE it CONVERS10% TABLES (D. S. and Lk tric) VOW ME • unit y Liters U.S. Gallons Cubit reet Cubic Heters Act * -Tcet I Liter 1.0 0.2642 0.0353 0.001 0.000050E1 1 V.S. Gallon • 3.755 1.0 0.134 0.00379 0.00000307 I Cubic root 1 Cubic root 148.1 1.0 0.6463 - 0.02632 0.000724 (62.4 lbs - 28.317 7.451 2.0 0.02832 0.0000230 water) 0.00112 per Day (mild) 1 Cubit Meter M 1.000 264.2 35.315 1.0 0.0003107 1 Acre -root a 1.233.500 325.651 43.560 1.233.5 1.0 1 O.S. Callon - 231 cubic inches 0.63 Imperial Gallons (- 6.3 pounds of water) 1 Liter - 1.000 cubic centl*eters 1.05 quarts (- 1.000 grans of water) 1 Cubic Hectometer - 610.7 acre -feet is RATE Or FLOW - ma: /yr cu s /sec Omit spa cfs old 1 D.S. Callon 1.0 0.002223 0.001440 0.0000631 0.0c". -W1S: per Minute (spa) 1 Cubic root 148.1 1.0 0.6463 - 0.02632 0.000724 per Second (cis) 1 Million D.S. Gallons • 694.4 1.547 1.0 0.04381 0.00112 per Day (mild) 1 Cubic Meter . 15.850 35.31- 22.62 1.0 0.0::5 per Second (cu aisec) 1 Million Acre -Feet . 619.960 1.381 192.9 •39.1 1.0 per year (oaf /yr) ----- ---- - - - --- 1 Liter per second - 15.85 gallons per smuts 1 Cubic Foot per Second - 1.98 acr* -feet per day - 724 acre -feet per year Other 1 Acre • 43.560 square fret (209 x 209 feet) - 0.405 hectare 7 Oectare • 10.00(i square oeters • 0.01 square kiloaeter - 2.47 acres 1 K1l9watt -hour (Lm:) - O.W1 werimatt -hour (tM0 • 3.413 BTU TABLE 30 -221- • 0 • J IFIH Notes and Information -222- tF Y. 101 FIK AT H" EAGLE Cf 0555-00 CORRELATED TO HIS CREE JEFFERSO"t 12-0546-00 PER OF RE -JUN. 1911 x1r%, sm SUN zle Miff, NI ■ roMs> . INS � '��i �e ee. �, o ■G Into _ - - ARSLEY' S HOUSE FINCH C T E WDOE- 0560 -00 - r -..=- _ =-_ GE # R.M. 0.2T0: - — _- +- i�ao • CORRELATED gLDON r_ — - JEFFERSON CREEK NR • 12- 0546-00 — - GAGE R• M • PERIOD OF RECORD: OCT. 195'7-JUN-1971 too OCCURRENCE 10% to to :o OCCURRENCE _ 0$ 5rEWt so lot pi - Z - - - • ID tr - — tWjtlk pCt06[� �• �tlRC iurr AUCBSi [ri[►t![R - •..n K1�Y CORRELNTED TO CAGE . Op RECORD tC9�`.��e��o _a: � �.�Pee � lam UK man all Ion also AM 7 s imp 06 tm soo fo .o �o OP77P?UAf P-1,W JORSTED CREEK N R. 'HWY- 101 55200 GAGE # WDOE-0 - it. M. 0.1 CORRELATED TO' JEFFERSON CREEK NR. ELDON GAGE # 12-0546-00 D0.2 OFD& p ERI, OCT. 1957-JUN- 1971 mgms CoralaWof-M-10 ==Also w 661, lool ale rAl �g��Is. • OPT��ct�f �is� t�o�S too TOTLATCR CAGE vo. 12- 4595 -04 ... - . 1Q.1 - — - • so - -- — _- R.K. PERIOD OF RF.COBD= - — _ 1949 ._..._ 1944 - SEP. - - - — — APR. 1950 - SEP. 1979 soy x OCC-E C E IQ1 OCCURRENCE ENCE _ too to is �- _ _ _ - _ _ __ ' _ — _ - _' __ _ — _= - _ • . o 90% OCCURRENCE - -- - - iheAd at) . �• �g � _ - _ -_ _ '(.fm�n9 .tar uvende atl Y W i_ it b tt (,hrrt 12 10 _ b, ?s - w1n 5ttc11t`�� .�. 2 loll coh ' � — � �• � _ ._.... (rr.ttutiR� OCtQtIR �1tDYIt'tI1 DIC(M1(R C r= Rl