The URL can be used to link to this page

Home My WebLink AboutAPA4099SLOUGH 11 REFERENCE DATA COMPILED FROM SUSITNA PROJECT BIOLOGICAL REPORTS SLOUGH 11 REFERENCE DATA COMPILED FROM SUSITNA PROJECT BIOLOGICAL REPORTS Prepared by: Woodward-Clyde Consultants 701 Sesame Street Anchorage,AK 99503 October 1984 FOR INTERNAL PROJECT USE ONLY NOT FOR REFERENCE INDEX Resident and Anadromous Fish Data l=Index counts 2=Catch per unit effort 3=Total population estimate 4=Spawning ground surveys 5=Weighted useable area 6=Habitat indice 7=Timing of salmon presence 8=Spawning areas maps 9=Escapement Aquatic Habitat Data 1=WSEL vs Q 2=Surface area of aggregate type II 3=Habitat zone description pm=Planimetric map S=Substrate ST=Substrate water temperature OL=Open leads *=Winter data 4=Weighted us~able area 5=Habitat index 6=WSEL 7=X-sectional elevation -=Collected at churn salmon redds +=Collected at pink salmon redds x=Collected at sockeye salmon redds vJ =L~><-/I""'1J~__bA"J.:',~~ ..5 -.-d-l.(-iIL~-<'A.-Lblt"v -t.L1' WATER QUALITY DATA Misc. Susoended Solids Non-filterable Settleable Total -r-----r----t---t---+--+---+---+----+----J-------1------_-:.....---------.--- Number Period Continuous Periodic D.O.pH Hardness Alkali Conductance Turbidity Reference Study Water Temoerature Total Sped fic --r-----I----+-----I---~--+-----+---+_----~----r------------------------------ • -'-....JI Access Misc. ::6:1. l'JJ.ip .----/)?~/- Ice F/'~1 ness Thick-WIlt:e-. .-f.-:=,:'/).5t!:::c:....,:}-c:'-'.(/ ~-S c=~JAb~.tA.-A.IJ--..J ()J...,.h:n ""j :1'tf £ -y'..---}---------f----I-)%------------..--.._.......-..---------..... -----_.._---._--- -x._) I ntergr6ve 1 !?/./1 '/('1.,\.. ReferenCE Study Surface Water Temp Water Tern erature Up-Di s-Water Cross-Sectional Number Period Continuous Periodic Continuous Periodic wellinq Staoe charqe Velocity Depth Thalweq Surveys _::,!2-.~~\/~1 _1--..:.:..-_I----I--__I----+--~---J----I--I---I.--...------·-.------._--....... ~.r,.!~rlZ:::'__........_~~_-_..-_..._.._.-d7h:3) -..-f=J1iJ3L ------.----.--------._....---.V ·..·7..~-~V--·.--T-----·------------j--==-__/..!!/L ..-';7/;;;l'--~-,------ -lL_.,)L~3-t---"'./--I----+--u -...__.'--'-'''-'~i ..--tt ·--·---1----1------1 1_---+<..-1/__1 --,/---.-_----.-------=-~•..~.~--~----~-~:-·---·,·-··:.I_---..---·-..-·-1 ~~:~=."~..-~.: ./'1 r:;~.-----v~.__._..v"::......__,_",__,,__J"t/3-------I---, ----1---l,l--==fo<!, ___rA)_,Y,:L ../-/__._+_---_.._...._..._..I--L/!: -..:J-.L__-.!t_~\//.~------_.-...---:;{:!-_--1j------...------------=-,..-.--.----_...----7=--~_=¥-'--_+_-====.I----_--l __:!S.--.:....__\..3 >.•-..",•~.,-,,-.c::._-iZ-J1d. --=j-~-=--fi ===-_.--=--·--~.I ~~--1--7---.-..'1-~--_-I--=--_..~_~==._V '_.~-.===z=~~~~:_~~=~~_-~-~.-~~~-=~~:...: __c1 ~~3 ~-________----..-----._.---_.--..----..-----__A-JI K3__--.-1/1 '.-·_·I ~_---'+----+---1 ·I--_~__t-------I_----1----+-----t--- .;"'/f 3'-'i._._.,...._--~~·..----I ------- ___Y7.___.2i ~ ~=Vh::x;tV.....;Yr jf'._~ I,/'I <r·j~,/WJ:tA~;b (/./-;I;lI~JI'--rt Pi/!U'(/(I',I .,-~..,a."~.~1/ ----1 ..))./u~/~/"/Jf )<t'_i2.tc.d1 f-)b~AQUATIC HABITAT DATA j7;51 -:-(.,/(/~""n';/'/-1/(:rnJ/t.I '2·~1/lA:,(A /4A1.1 J'l/#j-t1,..};1/,.,AI -'At:'-"'l,/.(,)2-1 r • I __-' _~UA··"-c/A----// t~/ 1 •Index Counts 2 •Catch per unit effort 3 •Total population estimate RESIDENT FISH DATA Reference Study Rainbow Arctic Round Humpback Bering Longnose Dolly Threesp1ne Arctic Northern HI scel1aneou~ Number Period Trout Gravllna Burbot Whl tefish Whitefish Cisco Sucker Varden Stickleback Cottlds Lamprey Pike V _J!JM1.-JJ ___2::.--~..u .2----~-_.~--- - - ----L-y/3 ._-----~.---._.-----------'_.----~ :J-c2 .,.z....::? F'1-S:-__1&_~c2-,2 2-.2.-.;L I"'i1.um:t.:k,df! J2 p;z.J-j~..:2.)2-/,;L J _Y)) <A, I I :J ~J .,/2~[.J 1,./,-1 '7 II' '75 J - ~---------------- • 1 ...IMex Camts 2 •Catch per unit effort 3 •Total population estimate ANADR!MlIS FISH DATA lbrDer Period Orlrook Com 0nJm Pink Sockeve Orlmok Com au.m Pink Sockeve Miscellimeros • ADF&G Susitna Specific Reference List 1.Alaska Department of Fish and Game.1977.Corps of Engineers Susitna River Hydroelectric Project:Baseline inventory study (1 July 1976 -30 September 1976).Prepared for U.S. Department of the Interior,Fish and Wildlife Service, Anchorage,AK.91 pp. 2.Alaska Department of Fish and Game.1978.Preliminary environmental assessment of hydroelectric development on the Susitna River.Prepared for the U.S.Fish and Wildlife Service.Anchorage,AK.207 pp. 2a.*Alaska Department of Fish and Game.1979.Little Susitna River juvenile chinook and coho salmon study.Prepared by Kevin Delaney and Roger Wadman,Division of Sport Fish.Anchorage, AK. 3.Alaska Department of Fish and Game.1981.Susitna Hydro Aquatic Studies -Phase I Report:Resident fish investigation on the Upper Susitna River.Prepared for Acres American,Inc. Buffalo,NY.137 pp. 4.Alaska Department of Fish and Game.1981.Susitna Hydro Aquatic Studies Phase I Final Draft Report:Resident fish investigation on the Lower Susitna River.Prepared for Acres American,Inc.Buffalo,NY.166 pp. 5.Alaska Department of Fish and Studies -Phase I Report: the Lower Susitna River. Buffalo,NY.121 pp. Game.1981.Susitna Hydro Aquatic Juvenile anadromous fish study on Prepared for Acres American,Inc. 6.Alaska Department of Fish and Game.198!. Studies -Phase I Report (Vol.1): instream flow proj ect.Prepared for Buffalo,NY.260 pp. Susitna Hydro Aquatic Aquatic habitat and Acres American,Inc. 7.Alaska Department of Fish and Game.1981.Susitna Hydro Aquatic Studies -Phase I Report (Vol.2 Pt.1):Aquatic habitat and instream flow proj ect.Prepared for Acres American, Inc.Buffalo,NY.305 pp. 8.Alaska Department of Fish and Game.1981.Susitna Hydro Aquatic Studies -Phase I Report (Vol.2 Pt.2):Aquatic habitat and Instream Flow'Proj ect.Prepared for Acres American, Inc.Buffalo,NY.541 pp. 9.Alaska Department of Fish and Game.1982.Susitna Hydro Aquatic Studies -Phase I Report:Aquatic Studies Program.Prepared for ACRES American Incorporated,Buffalo,NY.137 pp. 9a.*Alaska Department of Fish and Game.1982.Susitna Hydro Aquatic Studies -Phase II Final Data Report:Volume 2.Adult Anadromous Fish Studies.Anchorage,AK 239 pp. , 9b.*Alaska Department of Fish and Game.1982.Susitna Hydro Aquatic Studies -Phase II Final Report:Volume 2.Adult Anadromous Fish Studies,Part B:Appendices A-H.Anchorage,AK 318 pp. 10.Alaska Department of Fish and Game.1983.Review Comments -Draft Exhibit E -Susitna Hydroelectric Project.Prepared for Alaska Power Authority. 11.Alaska Department of Fish and Game.1983.Susitna Hydro Aquatic Studies -Phase II Data Report:Winter aquatic studies (October,1982 -May,1983),Anchorage,AK.137 pp. 12.Alaska Department of Fish and Game.1983.Susitna Hydro Aquatic Studies,Phase II Report:Synopsis of the 1982 aquatic studies and analysis of fish and habitat relationships. Anchorage,AK.152 pp. 13.Alaska Department of Fish and Game.1983.Susitna H~dro Aquatic Studies -Phase II Report:Synopsis of the 1982 aquatic studies and analysis of fish and habitat relationships. Appendices A-K.Anchorage,AK.357 pp. 14.Alaska Department of Fish and Game.1983.Susitna Hydro Aquatic Studies.Phase II Basic Data Report.Volume 3:Resident and juvenile anadromous fish studies below Devil Canyon, 1982.277 pp. 15.Alaska Department of Fish and Game.1983.Susitna Hydro Aquatic Studies.Phase II Basic Data Report.Volume 3:Resident and juvenile anadromous fish studies below Devil Canyon, 1982 (Appendices). 16.Alaska Department of Fish and Game.1983.Susitna Hydro Aquatic Studies:Phase II Basic Data Report.Volume 4:Aquatic habitat and instream flow studies 1982,Part I (Draft). Anchorage,AK.183 pp. 17.Alaska Department of Fish and Game.1983.Susitna Hydro Aquatic Studies:Phase II Basic Data Report.Volume 4:Aquatic habitat and instream flow studies,1982,Part II.215 pp. 18.Alaska Department of Fish and Game.1983.Susitna Hydro Aquatic Studies.Phase II Basic Data Report.Volume 4:Aquatic habitat and instream flow studies,1982,Appendix A (Draft). Anchorage,AK.182 pp. 19.Alaska Department of Fish and Game.1983.Susitna Hydro Aquatic Studies:Phase II Basic Data Report.Volume 4:Aquatic habitat and instream flow studies,1982,Appendix B (Draft). Anchorage,AK.99 pp. 20.Alaska Department of Fish and Game.1983.Susitna Hydro Aquatic Studies:Phase II Basic Data Report.Volume 4:Aquatic habitat and instream flow studies,1982,Appendix C (Draft). Anchorage,AK.221 pp. 21. • Alaska Department of Fish and Game.1983.Susitna Hydro Studies:Phase II Basic Data Report.Volume 4: habitat and instream flow studies.1982.Appendices (Draft).Anchorage.AK.168 pp. Aquatic Aquatic D and E 22.Alaska Department of Fish and Game.1983.Susitna Hydro Aquatic Studies:Phase II Basic Data Report.c Volume 4:Aquatic habitat and instream flow studies.1982.Appendices F-J (Draft).Anchorage.AK.236 pp. 23.Alaska Department of Fish·and Game.1983.Susitna Hydro Aquatic Studies -Phase II Basic Data Report.Volume 5:Upper Susitna River impoundment studies.1982.Anchorage.AK. 150 pp. 24.Alaska Department of Fish and Game.1984.Susitna Hydro Aquatic Studies.Report No.1:Adult Anadromous Fish Investigations. May -October 1983.Prepared for Alaska Power Authority. Anchorage.AK.380 pp. 25.*A1aska Department of Fish and Game.1984.Susitna Hydro Aquatic Studies.Report No.2:Resident and juvenile anadromous fish investigations.May -October 1983.Dana C.Schmidt. Stephen S.Hale.Drew L.Crawford.Paul M.Suchanek (eds.). Prepared for:Alaska Power Authority.Anchorage.AK. 395 pp. 26.*A1aska Department of Fish and Game.1984.Susitna Hydro Aquatic Studies.Report No.3:Aquatic Habitat and Instream Flow Investigations.May -October 1983.Chapter 1:Stage and Discharge Investigations.Prepared for Alaska Power Authority. Anchorage.AK.136 pp. 27.*A1aska Department of Fish and Game.1984.Susitna Hydro Aquatic Studies.Report No.3:Aquatic Habitat and Instream Flow Investigations.May -October 1983.Chapter 2:Channel geometry investigations of the Susitna River Basin.Prepared for Alaska Power Authority.Anchorage.AK.212 pp. 28.Alaska Department of Fish and Game.1984.Susitna Hydro Aquatic Studies.Report No.3:Aquatic Habitat and Instream Flow Investigations.May -October 1983.Chapter 3:Continuous water temperature investigations.Prepared for Alaska Power Authority. Anchorage.AK.145 pp. 29.*A1aska Department of Fish and Game.1984.Susitna Hydro Aquatic Studies.Report No.3:Aquatic Habitat and Instream Flow Investigations (May-October 1983)-Chapter 4:Water Quality Investigations (+Appendix).Prepared for Alaska Power Authority.Anchorage.AK.30 pp. • 30.*Alaska Department of Fish and Game.1984.Susitna Hydro Aquatic Studies.Report No.3:Aquatic Habitat and Instream Flow Investigations (May-October 1983)-Chapter 5:Eulachon Spawning Habitat in the Lower Susitna River (+Appendix).Prepared for Alaska Power Authority,Anchorage.AK.32 pp. 31.Alaska Department of Fish and Game.1984.Susitna Hydro Aquatic Studies.Report No.3:Aquatic Habitat and Instream Flow Investigations.May -October 1983 (Review Draft).Chapter 6:An evaluation of passage conditions for adult salmon in sloughs and side channels of the Middle Susitna River.Prepared for Alaska Power Authority.Anchorage.AK.178 pp. 33.Alaska Department of Fish and Game.1983.Susitna Hydro Aquatic Studies.Report No.3:Aquatic Habitat and Instream Flow Investigations,May -October 1983 (Draft).Part II.Chapter 7: An Evaluation of Chum and Sockeye Salmon Spawning Habitat in Sloughs and Side Channels of the Middle Susitna River.Prepared for Alaska Power Authority.Anchorage,AK.178 pp. 34.Alaska Department of Fish and Game.1983.Susitna Hydro Aquatic Studies,Report No.3:Aquatic Habitat and Instream Flow Investigations,May -October 1983 (Draft).Part II,Chapter 7: An Evaluation of Chum and Sockeye Salmon Spawning Habitat in Sloughs and Side Channels of the Middle Susitna River.Prepared for Alaska Power Authority,Anchorage,AK.178 pp. 35.Alaska Department of Fish and Game.1983.Susitna Hydro Aquatic Studies.Report No.3:Aquatic Habitat and Instream Flow Investigations.May -October 1983 (Draft).Part II,Chapter 8: An Evaluation of Salmon Spawning Habitat in Selected Tributary Mouth Habitats of the Middle Susitna River.Prepared for Alaska Power Authority,Anchorage.AK.70 pp. 36.Alaska Department of Fish and Game.1983.Susitna Hydro Aquatic Studies,Report No.3:Aquatic Habitat and Instream Flow Investigations.May -October 1983 (Draft).Part II.Chapter 9: Habitat Suitability Criteria for Chinook,Coho,and Pink Salmon Spawning.Prepared for Alaska Power Authority,Anchorage.AK. 61 pp. 37.Alaska Department of Fish and Game.1983.Susitna Hydro Aquatic Studies,Report No.3:Aquatic Habitat and Instream Flow Investigations,May -October 1983 (Draft).Part II.Chapter 10: The Effectiveness of Infrared Thermal Imagery Techniques for Detecting Upwelling Groundwater.Prepared for Alaska Power Authority,Anchorage,AK.61 pp. 39.Alaska Department of Fish and Game.1983.Susitna Hydro Aquatic Studies,Report No.4:Access and Transmission Corridor Aquatic Investigations,July -October 1983.Prepared for Alaska Power Authority,Anchorage,AK. • 40.Alaska Department of Fish and Game.1983.Susitna Hydro Aquatic Studies -Phase II Report:Summarization of Volumes 2,3, 4;Parts I and II,and 5 -Su Hydro Basic Data Reports, 1982.Prepared for Alaska Power Authority,Anchorage,AK. 126 pp. 42.Alaska Department of Fish and Game.1983.Susitna Hydro Aquatic Studies.Phase II Basic Data Report.Volume 5:Upper Susitna River impoundment studies,1982.152 pp. 43.Alaska Department of Fish and Game.1984.Susitna Hydro Aquatic Studies:Procedures Manual,May 1983 -June 1984.Prepared for Alaska Power Authority,Anchorage,AK.255 pp. 44.Alaska Department of Fish and Game. Studies:Procedures Manual, (Appendices).Prepared for Anchorage,AK.119 pp. 1984.Susitna Hydro Aquatic May 1983 June 1984. Alaska Power Authority, 46.Alaska Department of Fish and Game.1984.Draft FY85 ADF&G-APA Reimbursable Service Agreement (RSA).Prepared for Alaska Power Authority,Anchorage,Alaska. 47.Barrett,B.M.1974.An assessment of the anadromous fish populations in the Upper Susitna River watershed between Devil Canyon and the Chulitna River.Division of Commercial Fisheries,Alaska Department of Fish and Game,Anchorage, AK.57 pp. 49.Barrick,L.,B.Kepshire and G. River Salmon Enhancement Fisheries Rehabilitation, Alaska Department of Fish & Cunningham.1983.Upper Susitna Study (Draft).Division of Enhancement and Development, Game.Anchorage,AK.15 pp. 49a.EWT&A.1984.Response of aquatic habitat surface areas to mainstem discharge in the Talkeetna to Devil Canyon Reach of the Susitna River,Alaska.Prepared for Alaska Power Authority under contract to Harza-Ebasco Susitna Joint Venture.Final Report.Document No.1693.15 pp + appendices. 49b.*E~7&A.1984.Memo Re:Transfer of Information on Mainstem and Side Channel Thermal Leads.August 11,1984.Anchorage,AK. 1 p. 50.Friese,N.V.1975.Preauthorization assessment of anadromous fish populations of the upper Susitna River watershed in the vicinity of the proposed Devil Canyon Hydroelectric Project. Division of Commercial Fisheries,Alaska Department of Fish and Game.Anchorage,AK.108 pp. 51.Mills,Michael J.1982.Statewide harvest study -1981 data. Division of Sport Fish,Alaska Department of Fish and Game. Juneau,AK.115 pp. • 52.Mills.Michael J.1983.Statewide Harvest Sttidy -1982 data. Division of Sport Fish.Alaska Department of Fish and Game. Juneau.AK.118 pp. 53.Riis.J.e.19 Preauthorization Assessment of the Susitna River Hydroelectric Project:Preliminary investigations of water quality and aquatic species composition.Sport Fish Division.Alaska Department of Fish and Game.Anchorage. AK.50 pp. l l 'l U WATER QUALITY I· ~l-to Z.... Table EB-41.Habitat location -Slough 10 River Mile 133.8 Geographic Code -31N 03W 36 AAC o 0 SPEC COND TEMP -°C TURBIDITY DATE TIME (MG/l)PH MICROMHOS/CM AIR H2O (NTU) 810617 1020 9.00 7.10 134.00 24.20 12.80 45.00 810705 1900 9.80 7.00 121.00 14.60 9.80 810721 1145 10.70 7.40 101.00 14.00 10.30 130.00 810811 1600 11.50 7.80 190.00 13.30 8.90 103.00 810829 1730 9.90 7.20 137.00 15.00 11.00 67.00 810915 1430 10.10 7.20 144.00 11.80 6.80 22.00 810926 1530 7.20 171.00 4.60 2.70 1.50 rt1 ro I N I--" Table EB-42.Habitat location -Slough 11 River Mile 135.3 Geographic Code -31N 02W 19 DOD o 0 SPEC COND TEMP -°C TURBIDITY DATE TIME (MG/l)PH MICROMHOS/CM AIR H2O (NTU)• 810618 1030 9.80 7.10 19.40 9.70 1.50 810705 1800 10.00 7.00 194.00 15.00 7.10 810719 1430 9.30 6.90 207.00 13.60 7.30 3.50 810815 1530 10.70 7.00 144.00 8.00 6.30 98.00 810827 1315 9.60 6.90 209.00 25.00 7.50 6.00 810915 1630 9.30 6.80 208.00 11.40 5.80 2.40 810926 1315 7.10 210.00 5.30 4.00 3.50 ~ ...... Appendix Table B-1 Summary of Intragravel and corresponding surface water quality data collected along the left bank of specific sites In sloughs 8A,9,11 and 21 during early (April 15-18)and late (April 29-May 2)sampling periods in spring,1983. Sampling Slough Intragravel Water Surface Water Slough Site Period Bank Variable Rin Mean Max SD N Rin Rean Max SD N Slough 8A A Early left Dissolved Oxygen 4.0 4.3 4.6 0.2 10 7.4 9.5 10.5 1.0 10 A late left Dissolved Oxygen 4.0 4.4 4.6 0.2 10 10.5 11.1 11.3 0.3 10 A Early left Water Temperature 2.0 2.3 2.5 0.2 10 2.0 2.4 3.0 0.384 10 A late left Water Temperature 3.0 3.6 5.8 0.8 10 4.2 4.6 5.0 0.245 10 A late left Specific Conductance 236 254 258 6 10 178 183 188 3.0 10 A Early left pH 7.2 7.3 10 7.1 7.3 10 A late left pH 6.4 6.6 5 6.4 6.8 5 Slough 9 B Early left Dissolved Oxygen 5.5 6.2 6.8 0.4 10 9.0 9.5 10.0 0.3 10 B late left Dissolved Oxygen 5.3 6.0 6.6 0.5 10 10.4 10.7 10.9 0.1 10 C late left Dissolved Oxygen 1.3 3.3 6.4 27 3 8.0 8.1 8.2 0.1 3 B Early left Water Temperature 3.0 3.9 4.9 0.6 10 5.0 5.2 5.4 0.129 10 B late left Water Temperature 3.5 4.0 4.5 0.3 10 6.0 6.3 6.5 0.204 10 to C late left Water Temperature 4.0 4.1 4.2 0.1 3 5.2 5.6 6.2 0.513 3 I B late left Specific Conductance 201 217 236 15 10 153 157 163 3.0 10 I-'C late left Specific Conductance 218 242 25-1 21 3 192 196 198 3.0 3 B Early left pH 6.5 7.0 10 6.5 7.0 10 B late left pH 6.2 6.4 5 5.9 6.3 5 Slough 11 A Early left Dissolved Oxygen.7.4 7.9 8.4 0.3 10 11.3 11.5 11.6 0.1 10 A late left Dissolved Oxygen 6.7 7.1 7.5 0.3 10 10.9 11 .1 11.2 0.1 10 B Early left Dissolved Oxygen 6.2 9.0 10.5 1.1 10 9.8 10.2 11.0 6.4 10 B late left Dissolved Oxygen 8.1 8.9 9.2 0.3 10 10.8 11.1 11.3 0.2 10 A Early left Water Temperature 2.5 2.8 3.0 0.1 10 3.0 3.1 3.2 0.103 10 A late left Water Temperature 3.5 4.7 7.2 1.0 10 7.5 7.8 8.2 0.271 10 B Early left Water Temperature 2.0 2.1 2.2 0.1 10 2.0 2.0 2.0 0.000 10 B late left Water Temperature 3.5 4.0 4.5 0.4 10 6.0 6.1 6.2 0.097 10 A late left Specific Conductance 245 260 268 6 10 241 245 247 2 10 B Early left Specific Conductance 258 268 271 4 8 198 262 285 25 9 A Early left pH 7.1 7.3 10 7.1 7.2 10 Slough 21 A Early left Dissolved Oxygen 2.3 6.1 6.9 1.4 10 6.2 8.5 9.4 1.1 10 A late left Dissolved Oxygen 6.7 7.0 7.4 0.2 9 7.3 9.2 10.2 1.1 9 A Early left Water Temperature 2.5 3.0 3.5 0.3 10 2.5 4.5 5.5 1.047 10 A late left Water Temperature 2.5 2.9 4.0 0.5 9 2.5 4.8 6.8 1.571 9 A late left Specific Conductance 236 242 248 4 9 245 251 262 5 9 A Early left pH 6.6 7.1 10 6.6 7.2 10 A late left pH 6.6 6.8 5 6.6 6.8 5 - Appendix Table B-2 Summary of intragravel and corresponding surface water quality data collected along the right bank of specific sites in sloughs 8A,9,11 and 21 during early (April 15-18)and late (April 29-Hay 2)sampling periods in spring, 1983. Samp 1f ng Slough Intragravel Water Surface Water Slough Site ~Bank Variable Hfn Hean Hax 50 ~Hfn Rean Hax 50 N Slough 8A A Early Right Dissolved Oxygen 4.2 5.0 9.2 1.5 10 10.2 11.1 11.6 0.4 10 A late Right Dissolved Oxygen 4.4 4.9 7.9 1.1 10 11.3 11.4 11.6 0:1 10 A Early Right Water Temperature 0.4 1.8 2.0 0.5 10 0.3 0.5 1.8 0.478 10 A late Right Water Temperature 2.2 2.9 3.2 0.3 10 2.0 3.7 4.5 0.696 10 A late Right Specific Conductance 215 246 255 11 10 164 179 184 6 10 A Early Right pH 7.2 7.3 10 7.1 7.3 10 A late Right pH 6.7 6.8 5 6.6 6.8 5 OJ Slough 9 A Early Right Dissolved Oxygen 3.7 4.9 6.7 0.9 10 9.3 9.6 9.8 0.2 10I N A late Right Dissolved Oxygen 7.1 .8.8 10.8 1.3 10 10.9 11.0 11.0 0.1 10 A Early Right Water Temperature 4.1 4.3 5.2 0.4 10 5.1 '5.3 5.3 0.070 10 A late Right Water Temperature 3.5 4.0 5.0 0.5 10 5.8 6.0 6.2 0.133 10 A late Right Specific Conductance 128 156 186 19 10 146 153 156 3 10 A Early Right pH 6.8 7.1 .·10 6.8 7.0 10 A late Right pH 6.2 6.6 5 (..6.3 6.8 5; Slough 11 B Early Right Dissolved Oxygen 9.5 10.0 10.8 0.4 10 9.8 10.3 10.6 0.2 10 B late Right Dissolved Oxygen 9.4 9.8 10.4 0.3 10 10.3 10.8 11.0 0.2 10 C Early Right Dissolved Oxygen 1.3 4.9 11.2 4.5 4 11.0 11.6 12.4 0.6 4 C late Right Dissolved Oxygen 1.1 4.3 10.2 4.1 4 10.5 10.6 10.8 0.1 4 B Early Right Water Temperature 1.8 2.1 2.2 0.1 10 1.8 2.0 2.2 0.094 10 B late Right Water Temperature 3.5 4.2 4.8 0.4 10 5.2 5.7 6.2 0.357 10 C Early Right Water Temperature 2.2 2.4 2.5 0.1 4 1.8 1.9 2.0 0.100 4 C late Right Water Temperature 4.0 4.7 5.2 0.6 4 5.2 5.4 5.5 0.173 4 B Early Right Specific Conductance 267 273 280 5 10 267 269 271 2 10 C late Right Specific Conductance 159 191 234 35 4 232 239 245 5 4 •B Early Right pH 6.8 6.8 1 6.3 6.3 1 C Early Right pH 6.2 6.4 4 6.3 6.4 4 Slough 21 A Early Right Dissolved Oxygen 5.0 7.6 8.8 1.1 10 9.5 9.8 10.0 0.2 10 A l"te Right Dissolved Oxygen 7.3 7.7 8.4 0.4 10 10.3 10.5 10.6 0.1 10 A Early Right Water Temperature 4.0 4.4 5.0 0.3 10 5.2 5.2 5.2 0.000 10 A Late Right Water Temperature 3.8 4.1 4.5 0.3 10 6.8 7.1 7.5 0.207 10 A late Right Specific Conductance 174 201 216 16 10 238 243 248 3 10 A Early Right pH 6.9 7.1 10 6.7 7.2 10 A Late Right pH 6.8 6.8 5 6.7 6.9 5 .-....-- r:--"l .............-..-IMIIl ...~--~--------- .-••----- -- Appendix Table 8-3 Summary of intragravel and corresponding surface water quality data collected at specific sites tn sloughs 8A.9. 11 and 21 durtng early (April 15-18)and late (April 29-Hay 2)sampling periods in spring.1983. Sampling Intragravel Water Surface Water Slough Site Period Variable Min Mean Max so N Min Mean Max so N Slough 8A A Early Dissolved Oxygen It.O It.6 9.2 1.1 20 7.It 10.3 11.6 1.1 20 A late Dissolved Oxygen It.O 4.6 7.9 0.8 20 10.5 11.2 11.6 0.2 20 A Early Water Temperature 0.4 2.0 2.5 0.5 20 0.3 1.4 3.0 1.0 20 A late Water Temperature 2.2 3.2 5.8 0.7 20 2.0 4.1 5.0 0.7 20 A late Specific Conductance 215 250 258 10 20 164 181 188 5 20 A Early pH 7.2 7.3 20 7.1 7.3 20 A late pH 6.4 6.8 10 6.4 6.8 10 Slough 9 A Early Dissolved Oxygen 3.7 4.9 6.7 0.9 10 9.3 9.6 9.8 0.2 10 A late Dissolved Oxygen 7.1 8.8 10.8 1.3 10 10.9 11.0 11.0 0.1 10 8 Early Dissolved Oxygen 5.5 6.2 6.8 0.4 10 9.0 9.5 10.0 0.3 10 8 late Dissolved Oxygen 5.3 6.0 6.6 0.5 10 10.4 10.7 10.9 0.1 10 C late Dissolved Oxygen 1.3 3.3 6.4 2.7 3 8.0 8.1 8.2 0.1 3 A Early Water Temperature 4.1 4.3 5.2 0.4 10 5.1 5.3 5.3 0.1 10 A late Water Temperature 3.5 4.0 5.0 0.5 10 5.8 6.0 6.2 0.1 10 8 Early Water Temperature 3.0 3.9 4.9 0.6 10 5.0 5.2 5.4 0.1 10OJ8lateWaterTemperature3.5 4.0 4.5 0.3 10 6.0 6.3 6.5 0.2 10I W C late Water Temperature 4.0 4.1 4.2 0.1 3 5.2 5.6 6.2 0.5 3 A late Specific Conductance 128 156 186 19 10 146 153 156 3 10 8 late Specific Conductance 201 217 236 15 10 153 157 163 3 10 C late Specific Conductance 218 242 257 21 3 192 196 198 3 3 A Early pH 6.8 7.1 10 6.8 7.0 10 A late pH 6.2 6.6 5 6.3 6.8 5 8 Early pH 6.5 7.0 10 6.5 7.0 10 8 late pH 6.2 6.4 5 5.9 6.3 5 Slough 11 A Early Dissolved Oxygen 7.4 7.9 8.4 0.3 10 11.3 11.5 11.6 0.1 10 A late Dissolved Oxygen 6.7 7.1 7.5 0.3 10 10.9 11 .1 11.2 0.1 10 8 Early Dissolved Oxygen 6.2 9.5 10.8 1.0 20 9.8 10.3 11.0 0.3 20 8 late Dissolved Oxygen 8.1 9.3 10.4 0.6 20 10.3 10.9 11.3 0.2 20 C Early Dissolved Oxygen 1.3 4.9 11.2 4.5 4 11.0 11.6 12.4 0.6 4 C late Dissolved Oxygen 1.1 4.3 10.2 4.1 4 10.5 10.6 10.8 0.1 4 A Early Water Temperature 2.5 2.8 3.0 0.1 10 3.0 3.1 3.2 0.1 10 A late Water Temperature 3.5 4.7 7.2 1.0 10 7.5 7.8 8.2 0.3 10 8 Early Water Temperature 1.8 2.1 2.2 0.1 20 1.8 2.0 2.2 0.1 20 8 late Water Temperature 3.5 4.1 4.8 0.4 20 5.2 5.9 6.2 0.3 20 C Early Water Temperature 2.2 2.4 2.5 0.1 4 1.8 1.9 2.0 0.1 4 • C late Water Temperature 4.0 4.7 5.2 0.6 4 5.2 5.4 5.5 0.2 4 A late Specific Conductance 245 260 268 6 10 241 245 247 2 10 8 Early Specific Conductance 258 270 280 5 18 198 265 285 17 19 C late Specific Conductance 159 191 234 35 4 232 239 245 5 4 A Early pH 7.1 7.3 10 7.1 7.2 10 8 Early pH 6.8 6.8 1 6.3 6.3 1 C Early pH 6.2 6.4 4 6.3 5.4 4 .---'- Appendix Table 8-4 Summary of intragravel and corresponding surface water quality data collected in sloughs 8A,9,11 and 21 during early (April 15-18)and late (April 29-Hay 2)sampling periods in spring,1983. Sampling Intragravel Water Surface Water Slough Period Variable Rin Mean Max SO N Mtn Mean Max SO N Slough 8A Early Dissolved Oxygen 4.0 4.6 9.2 1 .1 20 7.4 10.3 11.6 1 .1 20 late Dissolved Oxygen 4.0 4.6 7.9 0.8 20 10.5 11.2 11.6 0.2 20 Early Water Temperature 0.4 2.0 2.5 0.5 20 0.3 1.4 3.0 1.0 20 late Water Temperature 2.2 3.2 5.8 0.7 20 2.0 4.1 5.0 0.7 20 late Specific Conductance 215 250 258 10 20 164 181 188 5 20 Early pH 7.2 7.3 20 7.1 7.3 20 late pH 6.4 6.8 10 6.4 6.8 10 Slough 9 Early Dissolved Oxygen 3.7 5.6 6.8 0.9 20 9.0 9.6 10.0 0.2 20 late Dissolved Oxygen 1.3 6.9 10.8 2.3 23 8.0 10.5 11.0 1.0 23 Early Water Temperature 3.0 4.1 5.2 0.5 20 5.0 5.2 5.4 0.1 20 late Water Temperature 3.5 4.0 5.0 0.4 23 5.2 6.1 6.5 0.3 23 late Specific Conductance 128 194 257 39 23 146 160 198 14 23 Early pH 6.5 7.1 20 6.5 7.0 20colatepH6.2 6.6 10 5.9 6.8 10I 01 Slough 11 Early Dissolved Oxygen 1.3 8.5 11.2 2.2 34 9.8 10.8 12.4 0.7 34 late Dissolved Oxygen 1 .1 5.1 10.4 2.2 34 10.3 11.0 11.3 0.2 34 Early Water Temperature 1,8 2.3 3.0 0.4 34 1.8 2.3 3.2 0.5 34 late Water Temperature 3.5 4.3 7.2 0.7 34 5.2 6.4 8.2 1.0 34 Early Specific Conductance 258 270 280 5 18 198 265 285 17 19 late Specific Conductance 159 240 268 87 14 232 243 247 4 14 E/lrly pH 6.2 7.3 15 6.3 7.2 15 Slough 21 Early Dissolved Oxygen 2.3 6.9 8.8 1.4 20 6.2 9.1 10.0 1.0 20 late Dissolved Oxygen 6.7 7.4 8.4 8.5 19 7.3 9.9 10.6 1.0 19 Early Water Temperature 2.5 3.7 5.0 0.8 20 2.5 4.8 5.5 0.8 20 late Water Temperature 2.5 3.5 4.5 0.7 19 2.5 6.0 7.5 1.6 19 late Specific Conductance 174 221 248 24 19 238 247 262 6 19 Early pH 6.6 7.1 20 6.6 7.2 20 late pH 6.6 6.8 10 6.6 6.9 10 ... -,-DR/fI-I WAL......•BLE ._ Table 4-D-4 (Continued). Hydrolab Measurements Water River Geographic Air (Mercury)Water D.O.D.O.Spec.Cond.Turbidity Mile Site Zone Code Date Time TempoC TempoC TempoC .!!!!2ill ('Sat.).e!!umhos/cm NTU 131.1 4th of July Creek Hauth 3 S30N03W03DAC 820908 1240 12.4 8.9 11.2 96 6.7 131.1 4th of July Creek Mouth 1 S30N03W03DAC 820924 1830 5.6 12.2 97 6.7 16 1 131.1 4th of July Creek Hauth 3 S30N03W03DAC 820924 1820 6.8 5.6 12.0 95 6.8 16 HAINSTEH ADULT ANADROHOUS FISH HABITAT INVES TI GA TI ONS 131.3 Susitna River S30N03W03DAD 820908 1300 13.0 10.2 12.8 112 8.7 74 131.3 Susltna River S30N03W03DAD 820908 1300 13.0 10.2 12.8 112 8.7 74 131.3 Susitna River S30N03W03DAD 820908 1.300 11.8 9.5 13.9 120 7.0 92 131.3 Susltna River S30N03W03DAD 820908 1300 11.8 8.6 12.9 110 7.9 124 131.3 Susitna River S30N03W03DAD 820908 1300 11.8 8.5 12.5 106 7.9 132 131.3 Susitna River S30N03W03DAD 820908 1300 11.8 9.3 13.1 '112 8.0 33 ADULT ANADROHOUS FISH INVES TI GA TI ONS 133.0 Slough 9A S30N03W36DAA3 133.0 Transect 1 S30N03W36DAA3 821003 1300 5.0 11.3 89 6.9 161 133.0 Transect 2 S30N03W36DAA3 821003 1215 11.8 3.9 10.2 77 6.9 136 133.0 Transect A S30N03W36DAA3 821003 1200 11.8 3.6 11.1 84 6.9 121 133.8 Transect 1 S31W03W36AAC4 821003 1500 3.0 5.0 9.0 70 7.0 183 133.8 Transect 2 S31W03W36AAC4 821003 1530 6.5 9.4 76 7.2 226 133.8 Transect 3 S31W03W36AAC4 821003 1600 5.5 10.5 83 7.4 205 133.8 Transect A S31W03W36AAC4 821003 1630 4.2 8.9 68 6.9 175 DESIGNATED FISH HABITAT SITES 133.8 Slough 10 2 S31N03W36AAC 820608 1005 5.8 7.9 63 6.1 144 <1 133.8 Slough 10 3 S31N03W36AAC 820608 1000 5.2 8.9 70 6.1 132 4 135.3 Slough 11 1 S31N02W19DDD 820604 1200 17.4 7.2 10.4 86 5.8 208 <1 135.3 Slough 11 2 S31N02W19DOO 820604 1040 17.4 5.3 9.2 74 6.3 211 <1 135.3 Slough 11 3 S31N02W19DDD 820604 1045 17 .4 5.1 10.0 89 6.7 204 135.3 Slough 11 1 S31N02W19DDD 820621 1010 10.2 6.3 12.1 98 7.2 222 135.3 Slough 11 2 S31N02W19DDD 820621 1045 10.2 6.0 11.3 91 7.1 224 20 135.3 Slough 11 3 S31N02W19DDD 820621 1040 10.2 6.4 12.5 101 6.9 197 5 135.3 Slough 11 1 S31N02W19DDD 820714 0845 14.0 5.6 12.9 102 7.2 230 135.3 Slough 11 2 S31N02W19DDD 820714 0830 14.0 6.0 10.1 81 7.1 230 135.3 Slough 11 3 S31N02W19DDD 820714 0845 14.0 10.4 11.4 102 7.6 133 49 • 135.3 Slough 11 1 S31N02W19DDD 820729 1020 12.0 11.6 9.7 89 7.8 3 135.3 Slough 11 2 S31N02W19DDD 820729 0950 12.0 6.1 9.8 89 7.1 1 135.3 Slough 11 3 S31N02W19DDD 820729 1040 12.0 5.9 9.6 77 7.2 59 135.3 Slough 11 1 S31N02W19DDD 820812 0945 12.0 5.6 11.3 90 6.6 <1 --I '..~·"1 ---......-.----~-----DP~ WAlLo"/rABL~,.. Table 4-0-4 (Continued). Hydrolab Measurements Water River Geographic Air (Mercury)Water D.O.D.O.Spec.Cond.Turbidity Mile Site Zone Code Date Time TempoC TenpoC TempoC (mg/l)(\Sat.)~umhos/cm NYU 135.3 Slough 11 2 S31N02W19DDD 820812 0940 12.0 4.6 10.2 78 6.4 <1 135.3 Slough 11 3 S31N02W19DDD 820812 0935 12.0 9.3 10.6 93 7.4 38 135.3 Slough 11 1 S31N02W19DDD 820822 1525 8.2 10.2 87 7.2 2 135,3 Slough 11 2 S31N02W19DDD 820822 1515 8.4 10.3 88 7.3 9 135.3 Slough 11 3 S31N02W19DDD 820822 1535 10.5 10.4 93 7.5 30 135,3 Slough 11 1 S31N02W19DDD 820906 1550 12.8 6.2 10.3 83 6.8 1 135,3 Slough 11 2 S31N02W19DDD 820906 1530 12.8 6.1 10.2 83 7.1 3 135.3 Slough 11 3 S31N02W19DDD 820906 1540 12.8 6.8 10.8 89 7.2 22 135.3 Slough 11 1 S31N02W19DDD 820929 1715 7.1 4.5 11.4 88 7.2 3 135.3 Slough 11 2 S31N02W19DDD 820929 1730 7.1 4.3 11.6 89 7.2 1 135.3 Slough 11 3 S31N02W19DDD 820929 1830 4.1 12.2 93 6.9 4 135.3 Slough 11 S31N02W19DDD 820830 1753 5.7 4.0 214 135.3 Slough 11 S31N02W19DDD 820830 1505 6.0 5.4 2.4 135,3 Slough 11 S31N02Wl9DDD 820918 1050 5.9 4.6 11.1 86 6.6 212 ADULT ANADROHOUS FISH INVESTIGATIONS 135.5 Slough 11 S31N02W19DDD4 135,5 Transect 1 S31N02W19DDD4 820921 1250 5.0 10.9 85 5.3 214 135.5 Transect 2 S31N02W19DDD4 820921 1240 4.9 10.5 82 7.1 210 135,5 Transect 3 S31N02W19DDD4 820921 1230 4.7 10.6 82 7.0 215 135.5 Transect 3 S31N02W19DDD4 821003 0900 7.2 3.3 9.1 68 7.0 221 135,5 Transect 4 S31N02W19DDD4 820921 1220 4,6 10.2 79 6.9 213 135.5 Transect 5 S31N02W19DDD4 820921 1210 4.4 10.5 81 7.0 217 135.5 Transect 5 S31N02W19DDD4 821003 0910 3.0 7.1 53 7.0 224 135.5 Transect 6 S31N02W19DDD4 820921 1200 4.5 10.4 80 7,0 218 135,5 Transect 6 S31N02W19DDD4 821003 0920 3.1 7.7 57 7.1 225 135.5 Transect 7 S31N02W19DDD4 820921 1150 9,0 4.5 10.6 82 7.0 218 135.5 Transect 7 S31N02W19DDD4 821003 0940 3.5 8.0 60 7.1 225 HAINSTEH ADULT ANADROHOUS FISH HABITAT INVESTIGATIONS 136.0 Susitna River S31N02W19AD 820904 1030 12.2 5,8 7.1 56 7.3 79 136.0 Susitna River S31N02W19AD 820904 1030 12.2 6.1 8.0 64 7.6 80 136.0 Susitna River S31N02W19AD 820904 1030 12.2 7,5 10.6 88 7.8 108 136,9 Susitna River S31N02W17CDA 820906 1325 12.2 7.7 10.4 87 7.3 91 • DESIGNATED FISH HABITAT SITES 137.7 Slough 16 4 S31N02W17ABD 820604 1500 16.4 6,8 11.1 91 6.2 42 3 ---- Appendi.4-1.Cont. LOCATION;SLOUGN II RIVER HILE:135.3 ---------------------------------------------------------------------------------------------------------------------------JUNE JUNE JULY JULY AUCUST AUGUST SEPTEMBER SEPTEMBER ZONE IIAIlITAT PARAMETER l-U 16-]0 I-U 16-]1 I-U 16-31 1-15 16-]0 ----------------------------------------------------------.-------------- All TEMPERATURE (C)17 .4 10.2 14.0 12.0 12.0 12.'7.1 WATER TEMPERA TUI!(C)7.2 6.]S.6 11.6 S.6 '.2 6.2 4.S DISSOLVED OXYGEN (-s/l)10.4 12.1 12.9 9.7 11.]10.2 10.]11.4 pH S.8 7.2 7.2 7.8 6.6 7.2 6.'7.2 SPECIFIC CONDUCTANCE (aieru.ho./ea)20.222 210 TURIlIDITY (NTU)( 1 ]( 1 2 1 ] WATER VELOCITY (ttl.)1.2 .S .4 .6 .6 .S .6 .7 AIR TEMPERATURE (C)17 .4 10.2 14.0 12.0 12.0 12.'7.1 WARR TEHPERATUR!(c)S.l 6.0 6.0 6.1 4.6 '.4 6.1 4.1 DISSOLVED OXYCEN (alII)9.2 11.1 10.1 9.'10.2 10.1 10.2 11.6 pH 6.]7.1 7.1 7.1 6.4 7.1 7.1 7.2 SPECIFIC CONDUCTANCE (aieru.ho./ea)211 224 210 TURIlIDITY (NTU)( 1 2 I ( 1 9 1 I WATER VELOCITY (ttl.)0.0 0.0 0.0 0.0 0.0 0.0 .6 ~1 AIR TEMPERATURE (C)17 .4 10.2 14.0 12.0 12.0 12.8I......WATER TDlPEIATUIE (C)S.1 6.4 10.4 S.9 9.]IO.S 6.8 4.1 I DISSOLVED OXYGEN (a./l)10.0 U.S 11.4 9.6 10.6 10.4 10.8 12.2.-..pH 6.7 6.9 7.6 7.2 7.4 7.S 7.2 6.9COSPECIFICCONDUCTANCE(aieroaho./ea)204 197 I]] TURBIDITY (NTU)S 49 S9 3.30 22 4 WATER VELOCITY (ft/.)I.S 1.2 1.6 .9 1.2 I.S ----------------------------------------------------------------------------------------------------------------------- .. ••-..-.-Ir i ~\=r:'7·~'''::F -=P:'=1I Appendix Table 4-J-l (Continued). Hydrolab Measurements Water Ice River Ceographic Air Water D.O.D.O.Spec.Condo Turbidity Depth Thickness Mile Site Code Date Time Temp (OC)Temp (OC)(mg/l)('sat)e!!(mlcromhos/cm)(NYU)ill.L (ft) 101.4 Whisker Creek S26N05W03AAC 820204 1110 6.4 1.6 10.0 72 6.3 30 1.3 1.7 820322 1130 0.0 0.9 9.6 67 7.3 37 1 1.3 0.0 820422 1200 3.8 9.3 70 7.2 1 3.0 0.0 112.3 Slough 6A S28N05W13CAC 820223 1345 -10.5 0.3 1 2.0 2.0 820324 1030 8.5 1.5 7.2 51 6.9 83 3 2.5 0.0 113.6 lane Creek -Mouth S28N05W12ADD 820324 1110 1.8 1.8 11.4 82 7.1 64 2 0.4 0.0 114.4 Susltna River S28N04W06CAB 820324 1145 3.0 3.9 9.2 70 7.3 206 2 1.0 0.0 121.6 Susltna River -Side S23N04WllBBB 820208 1333 1.5 9.4 66 6.5 101 0.6 0.0 Channel 820312 1200 -1.2 1.4 9.3 66 6.4 161 0.4 0.0 820422 1305 ·9.8 5.8 9.3 75 7.2 82 1.2 0.0 122.3 Slough 80 S29N04W02CBA 820420 1346 13.0 4.6 7.7 60 7.2 166 0.9 0.0 123.8 Susitna River S30N04W26DDD 820222 1200 0.3 12.3 84 6.9 274 3.5 2.7 ~125.3 Slough 8A S30N03W20CCO 820222 1300 -15.0 0.4 6.4 45 6.4 163 1 0.4 0.0 I 820312 1300 0.0 1.8 6.3 45 6.4 192 2 0.6 0.0 Lt f 129.2 Slough 9 S30N03W090CB 820312 1330 -0.4 2.4 7.6 66 6.5 199 0.7 0.0 -f:: 129.2 Slough 9B S30N03W09DCB 820416 1540 8.0 4.5 8.3 64 6.0 175 1.3 0.0 131.1 Susltna River near S30N03W030AC 820312 1400 -0.4 1.3 9.2 65 7.1 353 0.9 0.0 mouth of 4th of July 820209 1120 1.8 9.3 67 6.2 291 4.7 0.0 Creek 820416 1653 6.6 2.3 11.3 83 7.5 279 1.5 0.0 133.6 Slough 9A S30N03W36DAA 820416 1800 4.0 3.7 10.0 86 7.4 184 1.1 0.0 133.8 Slough 10 S31N03W36AAC 820208 1354 0.8 11.6 81 6.7 197 2.4 0.0 820312 1415 -0.4 1.4 10.0 71 6.8 213 1.2 0.0 820416 1715 5.8 3.6 10.0 75 7.3 187 1.5 0.0 135.3 Slough 11 S32N02W190DD 820205 1556 -1.6 0.9 12.4 87 6.9 224 0.8 820308 1120 5.0 1.6 10.5 75 6.4 217 0.8 0.0 820414 1500 4.4 2.2 13.3 69 6.9 207 1.2 ... 136.9 Susltna River -S31N02W17CDA 820205 1446 -3.2 0.0 15.1 101 7.0 259 1.8 2.6 Inside Bend 820308 1215 4.0 0.1 13.1 89 7.1 292 1.5 2.5 INSTREAM TEMPERATURE ~ ~ 6z N i'TS? -AUGUST 1982 - • Appendix Table A-6 Datapod intragravel and surface water temperature (C)data summary,at Slough 11, RM 135.7,Geocode S31N02W30ADC. DATE 820821 820822 820823 820824 820825 820826 820827 820828 820829 820830 820831 MONTHLY VALUE INTRAGRAVEL SURFACE WATER MIN MEAN MAX MIN MEAN MAX 3.2 3.3 3.3 4.7 6.4 9.2 3.2 3.3 3.3 4.9 6.8 9.0 3.2 3.3 3.3 5.9 6.8 8.4 3.2 3.3 3.4 5.5 6.3 8.0 3.2 3.4 3.7 4.3 6.5 8.4 3.6 3.7 4.4 3.5 5.5 7.7 3.4 3.5 3.6 3.4 3.5 3.8 3.4 3.5 3.5 3.4 3.4 3.5 3.5 3.5 3.5 3.4 3.4 3.5 3.4 3.5 3.5 3.3 3.4 3.5 3.4 3.4 3.5 3.3 3.4 3.4 3.2 4.4 3.3 9.2 •• I ••••••••••••••• ".,,. ,"-Jtr~=zn='7?r "'TrW--..'-=S'me z=r ===1'7?CTrt 4 •I [1 •~ J•Appendi~Table &-7.Intragravel and corresponding surface water quality measurements collected in Slough 11 (RH 135.3,Geographic Code S31N02WI9DDD)of the Susitna River during •two sampling periods (April 15-18 and April 29-Hay 2)in spring,1983. INTRAGRAVEL SURFACE WATER STANDPIPE SAMPLING SLOUGH WATER D.O.SPEC.COND.WATER D.O.SPEC.COND.~SITE NUMBER DATE BANK pK TEMP(C)(mg/1>(umhos/cm)pH TEMP(C)(mg/l)(umhos/cm) A 01 830417 LEFT 7.3 2.8 7.8 7.2 3.2 11.6 IA02830417LEFT7.2 3.0 7.4 7.1 3.2 11.3 •A 03 830417 LEFT 7.1 2.8 8.4 7.1 3.2 11.4 A 04 830411 LEFT 7.1 2.8 7.8 7.1 3.2 11.3 A 05 830417 LEn 7.1 2.5 7.8 7.1 3.2 11.5 A 06 830417 LEFT 7.2 3.0 7.8 7.1 3.2 11.4 A 07 830411 U:FT 7.2 2.8 7.6 7.2 3.0 11.4 •A 08 830411 LEFT 7.2 2.8 8.3 7.2 3.0 11.5 A 09 830417 LEFT 7.2 2.8 8.2 7.2 3.0 11.6 A 10 830417 LEFT 7.1 3.0 7.5 7.2 3.0 11.6 A 01 830430 LEFT 4.8 6.7 260 7.8 11.2 244 •A 02 830430 LEFT 5.0 7.4 262 7.5 11.2 246 A 03 830430 LEFT 4.0 6.7 264 7.5 11.1 246 A 04 830430 LEFT 4.0 7.0 267 7.5 10.9 246 A OS 830430 LEFT 3.5 7.5 268 7.8 11.1 244 •A 06 830430 LEFT 4.5 7.3 263 7.8 11.1 247 A 07 830430 LEFT 4.8 1.2 257 8.0 11.1 246 A 08 830430 LEFT 4.8 7.3 257 8.0 11.2 243 A 09 830430 LEFT 4.8 7.3 257 8.2 11.0 241 A 10 830430 LEFT 7.2 6.9 245 8.2 11.1 241 •8 01 830415 LEFT 2.2 9.3 2.0 10.0 B 02 830415 LEFT 2.0 9.3 2.0 10.2 198 8 03 830415 LEFT 2.0 8.8 271 2.0 10.0 285 B 04 830415 LEFT 2.0 9.0 265 2.0 10.1 269 •8 05 830415 LEFT 2.0 8.8 267 2.0 9.8 267 B 06 830415 LEFT 2.2 9.3 271 2.0 10.2 269 B 07 830415 LEFT 2.0 6.2 258 2.0 9.8 267 B 08 830415 LEFT 2.2 9.S 271 2.0 10.4 267 8 09 830415 LEFT 2.2 10.5 269 2.0 10.6 269 •B 10 830415 LEFT 2.2 9.5 269 2.0 il.O 267 B 01 830415 RIGHT 6.8 2.0 9.8 267 6.3 2.0 9.8 267 B 02 830415 RIGHT 2.0 10.0 271 2.2 10.6 267 B 03 830415 RICHT 2.2 9.5 269 2.0 10.2 267 •B 04 830415 RICHT 2.0 9.6 267 2.0 10.6 271 B 05 830415 RICHT 1.8 10.8 271 1.8 10.4 269 8 06 830415 RICHT 2.0 10.6 273 2.0 10.4 269 B 07 830415 RICHT 2.2 10.1 276 2.0 10.5 271 8 08 830415 RICHT 2.2 9.6 276 2.0 10.2 267 •8 09 830415 RICIIT 2.2 10.1 278 2.0 10.1 267 8 10 830415 RICHT 2.2 9.7 280 2.0 10.2 271 8 01 830429 RICHT 4.0 9.7 5.8 10.3 8 02 830429 RICHT 4.5 9.4 5.2 10.5 •8 03 830429 RICHT 3.8 9.5 5.2 10.8 B 04 830429 RICUT 4.2 10.1 5.5 10.9 8 05 830429 RICHT 4.5 10.4 5.2 11.0---------•••B-8 :I I 1\ f1-1 \ ~~Appendix Table B-7.(Cont.) INTRAGRAVEL SURFACE WATER STANDPIPE SAMPLING SLOUGH WATER D.O.SPEC.COND.WATER D.O.SPEC.COND. SITE NUMRER DATE RANK pH TDlP(C)(mg/l>(umbos/em)pH TDlP(C)(mg/U (umhos/em) B 06 830429 RIGHT 4.5 9.9 6.2 10.8 B 07 830429 RICHT 4.8 9.8 5.8 10.9 B 08 830429 RIGHT 4.0 9.6 6.0 10.7 B 09 830429 RIGHT 4.0 9.6 5.8 10.9 B 10 830429 RIGHT 3.5 9.6 5.8 11.0 B 01 830429 LEFT 3.8 9.0 6.0 10.8 B 02 830429 LEFT 4.0 9.0 6.0 11.1 B 03 830429 LEFT 4.5 8.6 6.2 11.1 B 04 830429 LEFT 4.0 8.6 6.0 11.0 B 05 830429 LEFT 4.5 8.1 6.0 11.1 B 06 830429 LEFT 4.0 9.0 6.0 11.1 B 07 830429 LEFT 4.2 8.9 6.2 11.3 B 08 .830429 LEFT 3.5 9.2 6.2 11.2 B 09 830429 LEFT 3.5 9.0 6.0 10.9 B 10 830429 LEFT 3.8 9.2 6.0 11.3 ~C 06 830417 RIGHT 6.4 2.5 11.2 6.4 2.0 11.4 C 08 830417 RIGHT 6.3 2.5 4.8 6.3 1.8 11.0 1,.C 09 830417 RIGHT 6.3 2.5 2.3 6.3 1.8 11.6 C 10 830417 RIGHT 6.2 2.2 1.3 6.3 1.8 12.4 C 06 830430 RIGHT 4.0 10.2 206 5.5 10.8 245 C 08 830430 RIGKT 4.5 3.6 234 5.2 10.7 238 ~C 09 830430 RIGHT 5.2 2.3 159 5.2 10.6 241 C 10 830430 RIGHT 5.2 1 .1 166 5.5 10.5 232 ~ ~ I., I 'I, ~ \ ~B-9 , A IS.211 9 22 au .u.ASP.AE 2&SJJS . Table 4-B-21.Hydraulic habitat variables collected at sockeye redds.(Transect number indicates the transect area in which the redd was located). •I NT RAG RA VEL SURFACE WATER DEPTH VELOCITY SUBSTRATE TEMPERATURE TEMPERATURE REDD LOCATION DATE TRANSECT (ft)(ft/s)PRIMARY SECONDARY (OC)(OC)NUMBER SLOUGH 8A 820906 SLOUGH 11 820905 .50 .85 .05 0.00 GRAVEL SAND COBBLE GRAVEL 7.4 5.3 7.6 6.8 SOl SLOUGH 11 SLOUGH 11 SLOUGH 11 SLOUGH 11 SLOUGH 11 SLOUGH 11 SLOUGH 11 SLOUGH 11 SLOUGH 11 SLOUGH 11 SLOUGH 11 SLOUGH 11 SLOUGH 11 SLOUGH 11 SLOUGH 11 SLOUGH 11 SLOUGH 11 SLOUGH 11 SLOUGH 11 SLOUGH 11 SLOUGH 11 SLOUGH 11 820920 820920 820920 820920 820920 820920 820920 820920 820920 820920 820920 820920 820920 820920 820920 820920 820920 820920 820920 820920 820920 820920 2.80 2.80 2.50 2.50 2.60 1.80 2.10 .75 1.00 1.15 1.15 .50 1.10 .95 1.25 1.30 1.20 .85 .90 1.00 1.55 1.45 .09 .07 .08 0.00 .01 .06 .08 .05 .45 .40 .70 .50 .80 .06 .10 .30 .04 .10 .30 .30 .19 .28 GRAVEL GRAVEL GRAVEL GRAVEL GRAVEL GRAVEL GRAVEL GRAVEL GRAVEL GRAVEL RUBBLE GRAVEL GRAVEL RUBBLE RUBBLE RUBBLE GRAVEL GRAVEL GRAVEL RUBBLE GRAVEL SAND RUBBLE RUBBLE RUBBLE RUBBLE RUBBLE RUBBLE COBBLE BOULDER COBBLE SAND COBBLE GRAVEL GRAVEL GRAVEL RUBBLE COBBLE 5AND GRAVEL SAND GRAVEL 3.1 4.1 3.2 3.4 3.1 3.2 3.2 4.0 4.2 3.0 3.1 3.0 3.6 3.5 3.1 3.2 3.2 3.2 3.4 3.4 3.0 3.2 SOl S02 S03 S04 S05 S06 S07 S08 S09 510 511 512 S13 514 515 516 517 518 519 520 521 522 ------------------------------------------------------------------------------------------------- Appendix Table 4-0-10. DRAFT ADFG02/t13 Temperature (OC),specific conductance (umhos/cm), and depth (ft)collected at specified locations in Slough 11,October 3,1982. Temperature Intra-Substra£e/Specific Location Depth Surface gravel Water Conductance At mouth by staff gage LB 0.10 5.6 5.7 5.6 M 0.10 5.6 5.5 5.5 RB 0.10 5.6 5.6 5.6 Adjacent to redd C03 LB 1.65 5.5 5.9 5.8 M 1.50 5.3 4.6 5.1 RB 0.40 5.3 4.2 4.9 R &M tag 1ine LB 0.40 5.4 4.9 5.2 M 0.75 5.0 4.4 4.6 (upwelling)RB 0.40 4.2 3.9 4.1 I Adjacent to redd C09 LB 1.76 4.7 3.7 3.8 M 1.95 4.7 3.9 4.3 RB 0.90 4.6 4.0 4.3 I Above deep hole LB 1.00 5.2 4.4 4.4 M 2.85 5.1 4.5 4.5 RB 0.85 5.3 4.9 5.2 Upper pool;old redd LB 0.95 5.3 4.2 4.4 M 2.10 5.2 4.1 4.2 RB 0.75 5.3 5.1 5.6 aTemperature readings obtained at substrate/water interface. - .. I.. J ,~-o-c;;;.... , ------,------------------------------- It-c.-/// ----,----_._------------------------- 4.0 8.0 7.7 6.3 6.7 3.8 3.5 3.5 3.5 7.3 6.0 7.2 8.4 7.3 6.8 5.8 7.0 9.0 9.2 8.4 6.6 6.6 8.7 6.3 7.3 5.9 6.9 7.0 6.0 5.5 3.5 3.6 3.5 3.5 3.4 8.0 7.5 6.1 5.7 6.2 7.1 8.4 6.1 5.6 6.0 8.4 7.4 6.3 6.2 7.6 5.5 5.7 5.3 5.4 SURFACE WATER 6.2 5.7 3.6 7.0 4.3 5.0 5.1 3.5 3.4 3.4 3.4 3.4 5.6 5.6 5.5 6.4 6.6 7.3 6.6 6.0 5.9 6.4 5.0 4.9 4.8 4.7 6.9 MIN MEAN 3.5 3.7 3.7 4.4 3.7 3.6 3.5 3.5 3.7 3.5 3.3 3.5 3.3 3.3 3.3 3.4 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 MAX 3.3 3.3 3.4 3.7 3.6 3.7 3.5 3.6 3.5 3.5 3.5 3.5 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 INTRAGRAVEL 3.6 3.6 3.6 3.4 3.2 3.3 3.3 3.5 3.6 3.5 3.5 3.4 3.2 3.3 3.2 3.2 3.2 3.2 3.3 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 HIN MEAN TIME PERIOD 1922 -0124 1910 -0112 0113 -0715' 0716 -1318 1319 -1921 0101 -0703 0704 -1306 1307 -1909 1846 -0048 0049 -0651 0652 -1254 1255 -1857 1858 -0100 1834 -0036 0037 -0639 0640 -1242 1243 -1845 0025 -0627 0628 -1230 1231 -1833 1822 -0024 1810 -0012 0013 -0615 0616 -1218 1219 -1821 0604 -1206 1207 -1809 DATE PERIOD 820826 -820826 820826 -820826 820826 -820826 820826 -820827 820827 -820827 820827 -820827 820827 -820827 820827 -820828 820824 -820824 820824 -820824 820824 -820824 820824 -820825 820825 -820825 820825 -820825 820825 -820825 820825 -820826 820823 -820824 820823 -820823 820823 -820823 820823 -820823 820822 -820823 820821 -820822 820822 -820822 820822 -'820822 820822 -820822 820821 -820821 820821 -820821 ------------,----------------,------------- Table '/-{'-z;t Datapod intragravel and surface water temperature (C)continuous record,at Slough 11,RH 135.7,Geocode S31N02~~OADC. Note,that time periods are six hours and three minutes in duration;accordingly,daily minimum,maximum and mean values can not be directly calculated from this data.~ ~ """"""""~ "'I II • III ••=t2 ,aus .:a £ .saM.••3 .Q.@£4%)£.S MAl U .teo 3d SURFACE WATER ,-•••vl.>l..Table '-1-('-27 Cont. DATE PERIOD TIME PERIOD INTRAGRA VEL MIN MEAN MAX MIN MEAN MAX &0 ?--l tI ....i 1/.--~l:vvl"Table 9-('-27Cont •., , ! -i IN'l'RAGRA VEL SURFACE WATER ,DATE TIME..PERIOD PERIOD MIN MEAN MAX MIN MEAN MAX ~ 820904 -820904 0249 -0851 3.4 3.5 3.5 3.3 3.4 3.4 820904 -820904 0852 -1454 3.4 3.4 3.5 3.3 3.3 3.4 ~820904 -820904 1455 -2057 3.3 3.4 3.5 3.3 3.3 3.4 820904 -820905 2058 -0300 3.4 3.4 3.5 3.3 3.4 3.4 ~820905 -820905 0301 -0903 3.4 3.4 3.5 3.3 3.4 3.4 820905 -820905 0904 -1506 3.3 3.4 3.4 3.3 3.3 3.4 I 820905 -820905 1507 -2109 3.4 3.4 3.4 3.3 3.3 3.4 I- 820905 -820906 2110 -0312 3.4 3.4 3.5 3.3 3.4 3.4, ~820906 -820906 0313 -0915 3.4 3.4 3.5 3.3 3.4 3.4 820906 -820906 0916 -1518 3.4 3.4 3.5 3.3 3.4 3.4 820906 -820906 1519 -2121 3.4 3.4 3.4 3.3 3.4 3.4 I Iii 820906 -820907 2122 -0324 3.4 3.4 3.5 3.3 3.4 3.4 ,820907 -820907 0325 -0927 3.4 3.4 3.4 3.3 3.3 3.4 I-820907 -820907 0928 -1530 3.3 3.4 3.4 3.3 3.3 3.4 820907 -820907 1531 -2133 3.4 3.4 3.4 3.3 3.3 3.4 I 820907 -820908 2134 -0336 3.4 3.4 3.5 3.3 3.4 3.4iii 820908 -820908 0337 -0939 3.4 3.4 3.5 3.3 3.4 3.4 I 820908 -820908 0940 -1542 3.4 3.4 3.5 3.3 3.4 3.4III820908-820908 1543 -2145 3.4 3.4 3.5 3.3 3.4 3.4 820908.-820909 2146 -0348 3.4 3.4 3.5 3.3 3.4 3.4 III 820909 -820909 0349 -0951 3.4 3.4 3.5 3.3 3.4 3.4 820909 -820909 0952 -1554 3.3 3.4 3.4 3.3 3.4 3.4I820909-820909 1555 -2157 3.3 3.4 3.4 3.3 3.3 3.4III 820909 -820910 2158 -0400 3.4 3.4 3.4 3.3 3.3 3.4 •820910 -820910 0401 -1003 3.4 3.4 3.4 3.3 3.3 3.4 820910 -820910 1004 -1606 3.3 3.4 3.4 3.3 3.3 3.3 820910 -820910 1607 -2209 3.3 3.4 3.4 3.3 3.3 3.4•820910 -3.38209112210-0412 3.3 3.4 3.4 3.3 3.4 • •Lj-c.-I/3 ?--I .. ,1/~t=:.tj))<Table7'-C-2~Cant • • INTRAGRA VEL SURFACE WATER •DATE TIME PERIOD PERIOD MIN MEAN .MAX MIN MEAN MAX ,., I 820911 -820911 0413 -1015 3.4 3.4 3.4 3.3 3.3 3.3 820911 -820911 1016 -1618 3.3 3.4 3.4 3.3 3.3 3.3r820911-820911 1619 -2221 3.3 3.4 3.4 3.3 3.3 3.3 820911 -820912 2222 -0424 3.3 3.4 3.4 3.2 3.3 3.3r820912-820912 0425 -1027 3.3 3.4 3.4 3.3 3.3 3.3 820912 -820912 1028 -1630 3.3 3.4 3.4 3.2 3.3 3.3 r 820912 -820912 1631 -2233 3.3 3.3 3.4 3.2 3.3 3.3 820912 -820913 2234 -0436 3.3 3.4 3.4 3.3 3.3 3.4 r 820913 -820913 0437 -1039 3.3 3.3 3.4 3.3 3.3 3.3 820913 -820913 1040 -1642 3.3 3.3 3.4 3.2 3.2 3.3 820913 -820913 1643 -2245 3.3 3.3 3.4 3.2 3.3 3.3 t 820913 -820914 2246 -0448 3.3 3.4 3.4 3.2 3.3 3.3 r 820914 -820914 0449 -1051 3.3 3.4 3.4 3.3 3.3 3.3 820914 -820914 1052 -1654 3.3 3.3 3.4 3.2 3.3 3.3 820914 -820914 1655 -2257 3.3 3.3 3.4 3.2 3.3 3.3 r 820914 -820915 2258 -0500 3.3 3.4 3.4 3.2 3.3 3.3 820915 -820915 0501 -1103 3.3 3.4 3.4 3.3 3.3 3.3 r,820915 -820915 1104 -1706 3.3 3.3 3.4 3.2 3.3 3.3 820915 -820915 1707 -2309 3.3 3.4 3.4 3.3 3.3 3.3 820915 -820916 2310 -0512 3.3 3.4 3.4 3.2 3.3 3.4 r' ;,820916 -820916 0513 -1115 3.3 3.4 3.4 3.2 3.3 3.4 820916 -820916 1116 -1718 3.3 3.4 3.4 3.2 3.3 3.3 ~820916 -820916 1719 -2321 3.3 3.3 3.4 3.2 3.3 3.3 ~ I 820916 -820917 2322 -0524 3.3 3.4 3.4 3.3 3.3 3.4-820917 -820917 0525 -1127 3.3 3.3 3.4 3.2 3.3 3.3 820917 -820917 1128 -1730 3.3 3.3 3.3 3.2 3.3 3.3 820917 -820917 1731 -2333 3.3 3.3 3.4 3.2 3.3 3.3- 820917 -820918 2334 -0536 3.3 3.3 3.4 3.2 3.2 3.3- ..t;-C.-/IL,! ~?-! ~-1ft'F.LDJ<Table l/-['-2~Cont. rIr-.IN'rRAGRAVEL SURFACE WATER DATE TIME i PERIOD PERIOD MIN MEAN MAX MIN MEAN MAX ~ •820918 -820918 0537 -1139 3.3 3.3 3.3 3.3 3.3 3.3r.820918 -820918 1140 -1742 3.2 3.3 3.3 3.2 3.2 3.3 820918 -820918 1743 -2345 3.3 3.3 3.4 3.2 3.2 3.3 ~820918 -820919 2346 -0548 3.3 3.3 3.3 3.2 3.2 3.2 820919 -820919 0549 -1151 3.3 3.3 3.3 3.2 3.2 3.2 •820919 -820919 1152 -1754 3.3 3.3 3.3 3.2 3.2 3.2r.820919 -820919 1755 -2357 3.3 3.3 3.3 3.2 3.2 3.2 "820919 -820920 2358 -0600 3.3 3.3 3.3 3.2 3.2 3.2r-820920 -820920 0601 -1203 3.3 3.3 3.3 3.2 3.2 3.3 ~820920 -820920 1204 -1806 3.3 3.3 3.3 3.2 3.2 3.2r-820920 -820921 1807 -0009 3.3 3.3 3.4 3.2 3.2 3.3 820921 -820921 0010 -0612 3.3 3.3 3.3 3.2 3.2 3.2,..820921 -820921 0613 -1215 3.3 3.3 3.3 3.2 3.2 3.3 820921 -820921 1216 -1818 3.3 3.3 3.4 3.2 3.2 3.3 II 820921 -820922 1819 -0021 3.3 3.3 3.3 3.2 3.2 .3.2 820922 -820922 0022 -0624 3.3 3.3 3.3 3.2 3.2 3.3 820922 -820922 0625 -1227 3.3 3.3 3.4 3.2 3.2 3.3 rI 820922 -820922 1228 -1830 3.3 3.3 3.3 3.2 3.2 3.3 820922 -820923 1831 -0033 3.2 3.3 3.4 3.2 3.2 3.3 r1 820923 -820923 0034 -0636 3.3 3.3 3.4 3.2 3.2 3.3 820923 -820923 0637 -1239 3.3 3.3 3.3 3.2 3.2 3.2 r-.820923 820923 1240 -1842 3.2 3.3 3.3 3.2 3.2 3.3 820923 -820924 1843 -0045 3.3 3.3 3.4 3.2 3.2 3.3 '-I 820924 -820924 0046 -0648 3.3 3.3 3.4 3.2 3.2 3.3 820924 -820924 0649 -1251 3.3 3.3 3.3 3.2 3.2 3.2 820924 -820924 1252 -1854 3.2 3.3 3.3 3.1 3.2 3.3 ---820924 -820925 1855 -0057 3.2 3.3 3.3 3.2 3.2 3.3 ---w I.I-~-IJS- • _.3&Ii ,?-( ,;:/r-';f.:.vtJl \t Tab le Lj-e-L f Cont •i' ~ INTRAGRAVEL SURFACE WATER r1 DATE TIME PERIOD PERIOD MIN MEAN MAX MIN MEAN MAX r1 820925 -820925 0058 -0700 3.2 3.3 3.3 3.1 3.2 3.2 820925 -820925 0701 -1303 3.2 3.3 3.3 3.1 3.2 3.2 820925 -820925 1304 -1906 3.2 3.3 3.3 3.1 3.2 3.2 M 820925 -820926 1907 -0109 3.2 3.3 3.3 3.1 3.2 3.2 r1 820926 -820926 0110 -0712 3.2 3.3 3.3 3.2 3.2 3.2 820926 -820926 0713 -1315 3.3 3.3 3.3 3.2 3.2 3.2 • 820926 -820926 1316 -1918 3.2 .3.3 3.3 3.1 3.2 3.2 r1 820926 -820927 1919 -0121 3.2 3.3 3.3 3.1 3.2 3.2 820927 -820927 0122 -0724 3.3 3.3 3.3 3.2 3.2 3.2 r1 820927 -820927 0725 -1327 3.3 3.3 3.3 3.2 3.2 3.2 820927 -820927 1328 -1930 3.2 3.3 3.3 3.1 3.2 3.2 M 820927 -820928 1931 -0133 3.2 3.3 3.3 3.2 3.2 3.3 820928 -820928 0134 -0736 3.2 3.3 3.3 3.1 3.2 3.2 r1 820928 -820928 0737 -1339 3.2 3.3 3.3 3.2 3.2 3.2 820928 -820928 1340 -1942 3.2 3.3 3.3 3.1 3.2 3.2 820928 -820929 1943 -0145 3.2 3.3 3.3 3.1 3.2 .3.2 r1 820929 -820929 0146 -0748 3.3 3.3 3.3 3.2 3.2 3.2 820929 -820929 0749 -1351 3.3 3.3 3.3 3.2 3.2 3.2 M 820929 -820929 1352 -1954 3.2 3.3 3.3 3.1 3.2 3.2 820929 -820930 1955 -0157 3.2 3.3 3.3 3.1 3.2 3.2 1 820930 -820930 0158 -0800 3.3 3.3 3.3 3.2 3.2 3.2 820930 -820930 0801 -1403 3.3 3.3 3.3 3.2 3.2 3.2 820930 -820930 1404 -2006 3.2 3.3 3.3 3.1 3.2 3.3 1 820930 -821001 2007 -0209 3.2 3.3 3.4 3.1 3.2 3.3 1 821001 -821001 0210 -0812 3.3 3.3 3.4 3.2 3.2 3.3 821001 -821001 0813 -1415 3.3 3.3 3.3 3.2 3.2 3.2 821001 -821001 1416 -2018 3.2 3.3 3.3 3.2 3.2 3.2 1 821001 -821002 2019 -0221 3.2 3.3 3.4 3.1 3.2 3.3 1 1 Lj-L-II6, • JJI4*421tLU,gg LU.L is 1£&12&=£2 (&4U_sa l ?---I ,11:JA~~~PJX Table ~·('.2r Cont. n n INTRAGRAVEL SURFACE WATER DATE TIME PERIOD PERIOD MIN MEAN MAX MIN MEAN MAX n 821002 -821002 0222 -0824 3.3 3.3 3.3 3.2 3.2 3.2 821002 -821002 0825 -1427 3.2 3.3 3.3 3.1 3.2 3.2 n 821002 -821002 1428 -2030 3.2 3.3 3.3 3.1 3.2 3.2 821002 -821003 2031 -0233 3.2 3.3 3.3 3.1 3.2 3.2 n 821003 -821003 0234 -0836 3.2 3.3 3.3 3.1 3.2 3.2 821003 -821003 0837 -1439 3.2 3.3 3.3 3.1 3.2 3.2 821003 -821003 1440 -2042 3.2 3.3 3.3 3.2 3.2 3.2n821003-821004 2043 -0245 3.2 3.3 3.3 3.2 3.2 3.3 n 821004 -821004 0246 -0848 3.2 3.3 3.3 3.1 3.2 3.2 821004 -821004 0849 -1451 3.2 3.3 3.3 3.1 3.2 3.2 821004 -821004 1452 -2054 3.2 3.3 3.3 3.1 3.2 3.2 r1 821004 -821005 2055 -0257 3.2 3.3 3.3 3.1 3.2 3.2 821005 -821005 0258 -0900 3.2 3.3 3.3 3.1 3.2 3.2 1'1 821005 -821005 0901 -1503 3.2 3.3 3.3 3.1 3.2 3.2 821005 -821005 1504 -2106 3.2 3.2 3.3 3.1 3.2 3.2 1'1 821005 -821006 2107 -0309 3.2 3.2 3.3 3.1 3.1 .3.2 821006 -821006 0310 -0912 3.2 3.2 3.2 3.1 3.1 3.2 821006 -821006 0913 -1515 3.2 3.2 3.3 3.1 3.1 3.2 11 821006 -821006 1516 -2118 3.2 3.2 3.3 3.1 3.1 3.1 821006 -821007 2119 -0321 3.2 3.3 3.3 3.1 3.1 3.2 :'I 821007 -821007 0322 -0924 3.2 3.2 3.2 3.1 3.1 3.1 821007 -821007 0925 -1527 3.2 3.2 3.3 3.1 3.1 3.1 821007 -821007 1528 -2130 3.2 3.2 3.2 3.1 3.1 3.2 "I 821007 -821008 2131 -0333 3.2 3.2 3.3 3.1 3.1 3.1 I 821008 -821008 0334 -0936 3.2 3.2 3.2 3.1 3.1 3.1 821008 -821008 0937 -1539 3.1 3.2 3.2 3.1 3.1 3.2 821008 -821008 1540 -2142 3.2 3.2 3.3 3.1 3.1 3.1 I 821008 -821009 2143 -0345 3.2 3.2 3.3 3.1 3.1 3.2 I I Lj-C-//:r • I t/'r'E /VUI j.Table tf-C-2+Cont. I INTRAGRA VEL SURFACE WATER ~1 DATE TIME PERIOD PERIOD MIN MEAN MAX MIN MEAN MAX n 821016 -821016 0510 -1112 3.2 3.2 3.2 3.0 3.1 3.1 821016 -821016 1113 -1715 3.2 3.2 3.2 3.0 3.1 3.1 n 821016 -821016 1716 -2318 3.2 3.2 3.2 3.0 3.1 3.1 821016 -821017 2319 -0521 3.2 3.2 3.2 3.0 3.0 3.1 n 821017 -821017 0522 -1124 3.2 3.2 3.2 3.0 3.1 3.1 821017 -821017 1125 -1727 3.1 3.2 3.2 3.0 3.1 3.1 821017 -821017 1728 -2330 3.1 3.2 3.2 3.0 3.1 3.1 n 821017 -821018 2331 -0533 3.2 3.2 3.3 3.0 3.1 3.1 n 821018 -821018 0534 -1136 3.2 3.2 3.2 3.0 3.1 3.1 821018 -821018 1137 -1739 3.1 3.2 3.2 3.0 3.1 3.1 821018 -821018 1740 -2342 3.1 3.2 3.2 3.0 3.1 3.1 n 821018 -821019 2343 -0545 3.2 3.2 3.2 3.1 3.1 3.1 821019 -821019 0546 -1148 3.2 3.2 3.2 3.1 3.1 3.1 n 821019 -821019 1149 -17 51 3.2 3.2 3.2 3.0 3.1 3.1 821019 -821019 1752 -2354 3.1 3.2 3.2 3.0 3.1 3.1 821019 -821020 2355 -0557 3.2 3.2 3.2 3.0 3.1 .3.1n821020-821020 0558 -1200 3.2 3.2 3.2 3.0 3.1 3.1 821020 -821020 1201 -1803 3.1 3.2 3.2 3.0 3.1 3.1 1 821020 -821021 1804 -0006 3.1 3.2 3.2 3.0 3.1 3.1 1 821021 -821021 0007 -0609 3.2 3.2 3.2 3.0 3.1 3.1 821021 -821021 0610 -1212 3.1 3.2 3.2 3.0 3.1 3.1 821021 -821021 1213 -1815 3.1 3.2 3.2 3.0 3.1 3.1 1 821021 -821022 1816 -0018 3.1 3.2 3.2 3.0 3.0 3.1 821022 -821022 0019 -0621 3.1 3.1 3.2 3.0 3.0 3.0--1 821022 -821022 0622 -1224 3.1 3.1 3.2 2.9 3.0 3.0 821022 -821022 1225 -1827 3.1 3.1 3.2 2.9 3.0 3.0 I 821022 -821023 1828 -0030 3.1 3.1 3.2 2.9 3.0 3.0 821023 -821023 0031 -0633 3.1 3.1 3.2 2.9 3.0 3.0 " t 4'-c.-J /'1~I , I ?-I 1,.J,f-"I)i~ju'J?l'Table L/-C-Zil Cant. I INTRAGRA VEL SURFACE WATER I DATE TIME PERIOD PERIOD MIN MEAN MAX MIN MEAN l'lAX I 821023 -821023 0634 -1236 3.1 3.1 3.2 3.0 3.0 3.0 821023 -821023 1237 -1839 3.1 3.1 3.2 2.9 3.0 3.0 I 821023 -821024 1840 -0042 3.1 3.1 3.2 2.9 3.0 3.0 821024 -821024 0043 -0645 3.1 3.1 3.2 3.0 3.0 3.0 I 821024 -821024 0646 -1248 3.1 3.1 3.2 3.0 3.0 3.0 821024 -821024 1249 -1851 3.1 3.1 3.2 2.9 3.0 3.1 I 821024 -821025 1852 -0054 3.1 3.1 3.2 2.9 3,.0 3.1 821025 -821025 0055 -0657 3.1 3.2 3.2 3.0 3.0 3.0 I 821025 -821025 0658 -1300 3.1 3.1 3.2 2.9 3.0 3.0 821025 -821025 1301 -1903 3.1 3.1 3.2 2.9 3.0 3.1 821025 -821026 1904 -0106 3.1 3.1 3.2 2.9 3.0 3.0 ~I 821026 -821026 0107 -0709 3.1 3.1 3.2 2.9 3.0 3.0 821026 -821026 0710 -1312 3.1 3.1 3.1 3.0 3.0 3.0 I I 821026 -821026 1313 -1915 3.1 3.1 3.2 2.9 3.0 3.0 821026 -821027 1916 -0118 3.1 3.1 3.2 2.9 3.0 3.0~I 821027 -821027 0119 -0721 3.1 3.1 3.2 2.9 3.0 3.0 821027 -821027 0722 -1324 3.1 3.1 3.1 2.9 3.0 3.0 I I. I I J I '3 I I I l I j I '"'1_<:-)2..C> ;"•!'. -I I r r ,.. I ~ I -I l l 1 1 1 1, ".j '?--! .-:1 ~pJr ~:u/)(Table 'I-C·3'!Mean intragravel and surface water temperature (C)datapod data SU1lllll.B.ry. at Slough 11.EM 135.7.Geocode S31N02W30ADC.A two part linear equation interpolation method was used in order to "correct"readings from actual six hour and three minute time intervals to six hour intervals. -AUGUST 1982 - DAYS 1 - 8 DAYS 9 -16 DAYS 17 -24 DAYS 25 -31 TIME INTRA-SURFACE INTRA-SURFACE INTRA-SURFACE INTRA-SURFACE PEll.IOD GRAVEL WATER GRAVEL WATEll.GRAVEL WATEll.GRAVEL WATEll. 0001 -0600 3.3 6.4 0601 -1200 3.3 5.8 1201 -1800 3.4 6.1 1801 -2400 3.5 7.5 DAILY VALUE 3.4 6.4 0001 -0600 3.6 7.3 0601 -1200 3.6 6.4 1201 -1800 3.7 5.7 1801 -2400 3.6 4.3 DAILY VALUE 3.6 5.9 0001 -0600 3.5 3.6 0601 -1200 3.5 3.5 1201 -1800 3.5 3.4 1801 -2400 3.5 3.5 DAILY VALUE 3.5 3.5 0001 -0600 3.5 3.4 0601 -1200 3.5 3.5 1201 -1800 3.5 3.4 1801 -2400 3.5 3.4 DAILY VALUE 3.5 3.4 0001 -0600 3.5 3.5 0601 -1200 3.5 3.4 1201 -1800 3.5 3.4 1801 -2400 3.3 8.2 3.5 3.4 DAILY VALUE 3.5 3.4 0001 -0600 3.3 7.7 3.5 3.4 0601 -1200 3.3 5.7 3.5 3.4 1201 -1800 3.3 5.7 3.5 3.4 1801 -2400 3.3 8.1 3.5 3.4 DAILY VALUE 3.3 6.8 3.5 3.4 0001 -0600 3.3 7.5 3.5 3.4 0601 -1200 3.3 6.5 3.4 3.4 1201 -1800 -3.3 6.2 3.4 3.4 1801 -2400 3.3 6.9 3.4 3.4 DAILY VALUE 3.3 6.8 3.4 3.4 0001 -0600 3.3 6.3 0601 -1200 3.3 5.7 MONTHLY VALUE 1201 -1800 3.3 5.9 1801 -2400 3.3 7.1 DAILY VALUE 3.3 6.3 ~r!, I ~ /:;:-.-;c L-i )(Table L.j -C -3~Cont. -OCTOBER 1982 - DAYS 1 - 8 DAYS 9 -16 DAYS 17 -24 DAYS 25 -31 TIME IN'I'BA-StlRFACE INTRA-SURFACE IN'l'RA-SURFACE INTRA-SUR.FACE PERIOD GRAVEL WATER GRAVEL WATER GRAVEL WATER GRAVEL WATER 0001 -0600 3.3 3.2 3.2 3.1 3.2 3.1 3.2 3.0 0601 -1200 3.3 3.2 3.2 3.1 3.2 3.0 3.1 3.0 1201 -1800 3.3 3.2 3.2 3.1 3.2 3.1 3.1 3.0 1801 -2400 3.3 3.2 3.2 3.1 3.2 3.1 3.1 3.0 DAILY VALUE 3.3 3.2 3.2 3.1 3.2 3.1 3.1 3.0 0001 -0600 3.3 3.2 3.2 3.1 3.2 3.1 3.1 3.0 0601 -1200 3.3 3.2 3.2 3.1 3.2 3.1 3.1 3.0 1201 -1800 3.3 3.2 3.2 3.1 3.2 3.1 3.1 3.0 1801 -2400 3.3 3.2 3.2 3.1 3.2 3.1 3.1 3.0 DAlLY VALUE 3.3 3.2 3.2 3.1 3.2 3.1 3.1 3.0 0001 -0600 3.3 3.2 3.2 3.1 3.2 3.1 3.1 3.0 0601 -1200 3.3 3.2 3.2 3.1 3.2 3.1 3.1 3.0 1201 -1800 3.3 3.2 3.2 3.1 3.2 3.1 1801 -2400 3.3 3.2 3.2 3.1 3.2 3.1 DAlLY VALUE 3.3 3.2 3.2 3.1 3.2 3.1 0001 -0600 3.3 3.2 3.2 3.1 3.2 3.1 0601 -1200 3.3 3.2 3.2 3.1 3.2 3.1,1201 -1800 3.3 3.2 3.2 3.1 3.2 3.1 1801 -2400 3.3 3.2 3.2 3.1 3.2 3.1 DAlLY VALUE 3.3 3.2 3.2 3.1 3.2 3.1,0001 -0600 3.3 3.2 3.2 3.1 3.2 3.1 0601 -1200 3.3 3.2 3.2 3.1 3.2 3.1 1201 -1800 3.3 3.2 3.2 3.1 3.2 3.1 1801 -2400 3.2 3.2 3.2 3.1 3.2 3.0,DAILY VALUE 3.3 3.2 3.2 3.1 3.2 3.1 0001 -0600 3.2 3.1 3.2 3.1 3.1 3.0 0601 -1200 3.2 3.1 3.2 3.1 3.1 3.0,1201 -1800 3.2 3.1 3.2 3.1 3.1 3.0 1801 -2400 3.2 3.1 3.2 3.1 3.1 3.0 DAILY VALUE 3.2 3.1 3.2 3.1 3.1 3.0,0001 -0600 3.2 3.1 3.2 3.1 3.1 3.0 0601 -1200 3.2 3.1 3.2 3.1 3.1 3.0 1201 -1800 3.2 3.1 3.2 3.1 3.1 3.0,1801 -2400 3.2 3.1 3.2 3.1 3.1 3.0 DAILY VAlUE 3.2 3.1 3.2 3.1 3.1 3.0 0001 -0600 3.2 3.1 3.2 3.1 3.1 3.0 1 0601 -1200 3.2 3.1 3.2 3.1 3.1 3.0 MONTHLY VAlUE 1201 -1800 3.2 3.1 3.2 3.1 3.1 3.0 1801 -2400 3.2 3.1 3.2 3.1 3.1 3.0 3.2 3.1 1 DAILY VALUE 3.2 3.1 3.2 3.1 3.1 3.0 --4-L-{~5• Ap~r:J,J.')(Table 4-e·42.Thennograph data summary.winter surface water temperature (C). Slough 11.aM 135.3.Geocode S31N02W19DDD. 0001 -0600 ------------------------------------ 0601 -1200 -------------------------------- ---- 1201 -1800 -------- ------------ ------------ ---- 1801 -2400 ------------------------------------ DAILY VALUE -------- ------------ ---------------- 0001 -0600 ------------ 0601 -1200 ---- ---- ---- 1201 -1800 ---- -------- 1801 -2400 ---- -------- DAILY VALUE ------------ 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.3 2.5 2.0 2.0 2.0 2.0 2.1 2.5 DAYS 25 -31 MIN MEAN MAX DAYS 17 -24 MIN MEAN MAX DAYS 9 -16 MIN MEAN MAX -FEBRUARY 1982 - DAYS 1 - 8 MIN MEAN MAX TIME PERIOD 0001 -0600 ---- ---- ---- 0601 .-1200 ---- -------- 1201 -1800 ------------ 1801 -2400 ------------ DAILY VALUE ------------ 0001 -0600 ---- ---- ---- 0601 -1200 ---- ---- ---- 1201 -1800 ---- -------- 1801 -2400 ---- ---- ---- DAILY VALUE -------- ---- ,,,,,,,, 1, 0001 -0600 ---- -------- ------------ 0601 -1200 ---- ------------ -------- 1201 -1800 ------------------------ 1801 -2400 ------------ ------------ DAILY VALUE --------------------- 0001 -0600 ---- ---- -------- -------- 0601 -1200 ------------------------ 1201 -1800 ------------------------ 1801 -2400 -------------------- ---- DAILY VALUE ---------------- -------- 0001 -0600 ------------ ------------ 0601 -1200 ------------------------ 1201 -1800 -------------------- ---- 1801 -2400 ------------------------ DAILY VALUE --------------------- 0001 -0600 --------------------- 0601 -1200 ------------------ 1201 -1800 --------------- 1801 -2400 --------------------- DAILY VALUE --------------------- ------------------- ------------------------- ------ ~---_...-.-------- ------------.--- ------ ---------MONTHLY VALUE 2.0 ----2.0 2.0 2.0 2.0 2.0 ----2.5 2.0 ----2.0 •.. I /-1 -1 /J,f~'1dp(Table ~-c..~~'Z..Cont. 1 -HAReR 1982 - 1 TIME DAYS 1 - 8 DAYS 9 -16 DAYS 17 -24 DAYS 25 -31 PERIOD MIN MEAN MAX MIN MEAN MAX MIN MEAN MAX MIN MEAN MAX 1 0001 -0600 2.0 2.0 2.0 2.5 2.5 2.5 2.5 2.5 2.5 2.0 2.0 2.0 0601 -1200 2.0 2.0 2.0 2.5 2.5 2.5 2.5 2.7 3.0 2.0 2.2 2.5 1201 -1800 2.0 2.3 2.5 2.5 2.5 2.5 2.5 2.8 3.0 2.5 2.8 3.0 1 1801 -2400 2.0 2.0 2.0 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 DAILY VALUE 2.0 2.1 2.5 2.5 2.5 2.5 2.5 2.6 3.0 2.0 2.4 3.0 0001 -0600 2.0 2.0 2.0 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 ,1 0601 -1200 2.0 2.0 2.0 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.7 3.0 1201 -1800 2.0 2.2 2.5 2.5 2.7 3.0 2.5 2.5 2.5 2.5 3.0 3.5 1801 -2400 2.0 2.0 2.0 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 DAILY VALUE 2.0 2.0 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5 2.7 3.5n0001-0600 2.0 2.0 2.0 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 0601 .-1200 2.0 2.0 2.0 2.5 2.5 2.5 2.5 2.7 3.0 2.5 2.7 3.0 n 1201 -1800 2.0 2.0 2.0 2.5 2.5 2.5 2.5 2.7 3.0 3.0 3.3 3.5 1801 -2400 2.0 2.0 2.0 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.8 3.0 DAILY VALUE 2.0 2.0 2.0 2.5 2.5 2.5 2.5 2.6 3.0 2.5 2.8 3.5 n 0001 -0600 2.0 2.0 2.0 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 0601 -1200 2.0 2.2 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.7 3.0 1201 -1800 2.5 2.5 2.5 2.5 2.7 3.0 2.5 2.5 2.5 3.0 3.3 3.5 1801 -2400 2.0 2.0 2.0 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.7 3.0nDAILYVALUE2.0 2.2 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5 2.8 3.5 0001 -0600 2.0 2.0 2.0 2.0 2.0 2.0 2.5 2.5 2.5 2.5 2.5 2.5 1 0601 -1200 2.0 2.3 2.5 2.0 2.2 2.5 2.5 2.7 3.0 2.5 2.8 3.0 1201 -1800 2.5 2.5'2.5 2.5 2.5 2.5 2.5 2.7 3.0 3.0 3.3 3.5 1801 -2400 2.5 2.5'2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.7 3.0 DAILY VALUE 2.0 2.3 2.5 2.0 2.3 2.5 2.5 2.6 3.0 2.5 2.8 3.5 1 0001 -0600 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 0601 -1200 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.7 3.0 2.5 2.8 3.0 1 1201 -1800 2.5 2.7 3.0 2.5 2.7 3.0 3.0 3.0 3.0 3.0 3.3 3.5 1801 -2400 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 DAILY VALUE 2.5 2.5 3.0 2.5 2.5 3.0 2.5 2.7 3.0 2.5 2.8 3.5 1 0001 -0600 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 0601 -1200 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.7 3.0 2.5 2.7 3.0 1201 -1800 2.5 2.5 2.5 2.5 2.7 3.0 2.5 2.8 3.0 2.5 2.8 3.0,1801 -2400 2.5 2.5 2.5 2.5 2.5 2.5 2.0 2.2 2.5 2.5 2.5 2.5 DAllY VALUE 2.5 2.5 2.5 2.5 2.5 3.0 2.0 2.5 3.0 2.5 2.6 3.0 0001 -0600 2.5 2.5 2.5 2.5 2.5 2.5 2.0 2.0 2.0 1 0601 -1200 2.5 2.5 2.5 2.5 2.5 2.5 2.0 2.5 3.0 MONTHLY VALUE 1201 -1800 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 1801 -2400 2.5 2.5 2.5 2.5 2.5 2.5 2.0 2.0 2.0 2.0 2.5 3.5 1 DAllY VALUE 2.5 2.5 2.5 2.5 2.5 2.5 2.0 2.2 3.0 I '1 L.{-C-l'jO• 4-C-ICj, -APRIL 1982 - TIME DAYS 1 - 8 DAYS 9 -16 DAYS 17 -24 DAYS 25 -31 PERIOD MIN MEAN MAX MIN MEAN MAX MIN MEAN MAX MIN HEAN MAX •0001 -0600 2.5 2.5 2.5 2.5 2.5 2.5 3.0 3.0 3.0 --- 0601 -1200 2.5 2.7 3.0 3.0 3.5 4.0 3.0 3.5 4.0 ---1201 -1800 2.5 2.8 3.0 3.0 3.5 4.0 3.5 3.8 4.0 --- 1801 -2400 2.5 2.5 2.5 2.5 2.7 3.0 3.0 3.0 3.0 ---•I DAILY VALUE 2.5 2.6 3.0 2.5 3.0 4.0 3.0 3.3 4.0 ---i [0001 -0600 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 ---,0601 -1200 2.5 2.8 3.0 2.5 3.3 4.0 3.0 3.5 4.0 ---1201 -1800 2.5 3.0 3.5 3.0 3.5 4.0 3.0 3.5 4.0 --- ~1801 -2400 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.7 3.0 ---DAILY VALUE 2.5 2.7 3.5 2.5 3.0 4.0 2.5 3.0 4.0 ---, 0001 -0600 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.7 3.0 ---~0601 .-1200 2.5 3.0 3.5 2.5 3.3 4.0 3.0 3.8 4.5 ---1201 -1800 3.0 3.5 4.0 3.0 3.5 4.0 4.0 4.5 5.0 --- 1SOl -2400 2.5 2.5 2.5 2.5 2.5 2.5 3.0 3.2 3.5 --- ~DAILY VALUE 2.5 2.9 4.0 2.5 3.0 4.0 2.5 3.5 5.0 --- 0001 -0600 2.5 2.5 2.5 2.5 2.5 2.5 3.0 3.0 3.0 ---0601 -1200 2.5 3.0 3.5 2.5 3.2 4.0 3.5 4.0 4.5 --- ~1201 -1800 3.0 3.3 3.5 3.0 3.5 4.0 4.0 4.5 5.0 ---1801 -2400 2.5 2.7 3.0 2.0 2.3 2.5 3.0 3.2 3.5 --- DAILY VALUE 2.5 2.9 3.5 2.0 2.9 4.0 3 ~O 3.7 5.0 --- ~0001 -0600 2.5 2.5 2.5 2.0 2.2 2.5 3.0 3.0 3.0 --- 0601 -1200 2.5 3.2 3.5 3.0 3.5 4.0 3.5 4.3 5.0 --- 1201 -1800 3.0 3.2 3.5 3.0 3.3 3.5 4.0 4.8 5.5 ---.1801 -2400 ·2.5 2.5 2.5 3.0 3.0 3.0 3.0 3.2 3.5 ---f DAILY VALUE 2.5 2.8 3.5 2.0 3.0 4.0 3.0 3.8 5.5 --- 0001 -0600 2.5 2.5 2.5 3.0 3.0 3.0 3.0 3.0 3.0 --- 0601 -1200 2.5 3.0 3.5 3.0 3.5 4.0 4.0 4.5 5.0 --- 1201 -1800 3.0 3.3 3.5 3.5 3.8 4.0 4.0 4.7 5.0 ---1801 -2400 2.5 2.7 3.0 2.5 2.8 3.0 ------ DAILY VALUE 2.5 2.9 3.5 2.5 3.3 4.0 3.0 4.1 5.0 --- 1 0001 -0600 2.5 2.5 2.5 2.5 2.5 2.5 ------ 0601 -1200 2.5 2.7 3.0 3.0 3.5 4.0 ------ 1201 -1800 3.0 3.0 3.0 4.0 4.3 4.5 ------ 1801 -2400 2.5 2.5 2.5 3.0 3.2 3.5 ------ DAILY VALUE 2.5 2.7 3.0 2.5 3.4 4.5 ------ 0001 -0600 2.5 2.5 2.5 3.0 3.0 3.0 --- 0601 -1200 3.0 3.2 3.5 3.0 3.3 4.0 ---MONTHLY VALUE 1201 -1800 3.0 3.5 4.0 3.5 4.0 4.5 --- 1801 -2400 2.5 2.7 3.0 3.0 3.0 3.0 ---2.0 3.1 5.5 DAILY VALUE 2.5 3.0 4.0 3.0 3.3 4.5 --- DRAFT ADFG01/T04 Appendix Table 4-C-52.Instantaneous intragravel water temperatures obtained at salmon spawning redds in Slough 11,Susitna River, Alaska,1982. Time (hours)Redd Salmon Intragravel Surface Date Begin End No.Species Temp (OC)Temp (OC) September 6,1982 N/A N/A Chum 5.0 7.1 Chum 6.1 7.0 Chum -.-7.0 Chum 4.3 6.8 Chum 4.3 6.8 Sockeye 5.3 6.8 Chum 4.1 7.0 September 20,1982 1030 1745 01 Sockeye 3.1 -.- 02 Sockeye 4.1 -.- 03 Sockeye 3.2 -.- 04 Sockeye 3.4 -.- 05 Sockeye 3.1 . 06 Sockeye 3.2 -.- 07 Sockeye 3.2 . 01 Chum 4.6 -.- 02 Chum 4.3 -.- 03 Chum 4.9 -.- 08 Sockeye 4.0 -.- 04 Sockeye 4.5 -.- 05 Sockeye 4.4 -.- 06 Sockeye 5.0 -.- 09 Sockeye 4.2 -.- 08 Chum 5.5 -.- 10 Sockeye 3.0 -.-n Sockeye 3.1 -.- 12 Sockeye 3.0 -.- 13 Sockeye 3.6 -.- 14 Sockeye 3.5 -.- ~15 Sockeye 3.1 -.- 16 Sockeye 3.2 -.- 17 Sockeye 3.2 -.- ~18 Sockeye 3.2 . 09 Chum 3.1 -.- 19 Sockeye 3.4 -.- 20 Sockeye 3.4 -.- ~21 Sockeye 3.0 -.- 22 Sockeye 3.2 -.- I I I I ~-C-2..2.<J • 8U!is 3L..& ---••••,..••P ••III11~1I1I1!'f 1--0 tJ iI Table 3-A-35.Datapod temperature recorder data summary:Iintragravelandsurfacewatertemperature(C) at Slough 11 -Site 2,RM 135.7,GC S31N02W19DAD. -------------------------------~May 1983. ----.----------- Intragravel Surface Water -Date -------- Min Mean Max Min Mean Max-------------------- 830501 3.6 3.7 3.8 3.5 4.8 7.7 I 830502 3.6 3.7 3.8 3.7 5.4 7.4 830503 3.6 3.7 3.8 3.7 5.4 7.4 - 830504 3.6 3.7 3.8 3.8 4.9 6.9 I 830505 3.6 3.7 3.8 3.6 5~1 8.7 830506 3.6 3.7 3.8 3.7 4.9 8.1 830507 3.6 3.7 3.8 3.7 4.9 8.5 I8305083.6 3.7 3 .•8 3.8 6.1 9.5 830509 3.6 3.7 3.9 3.8 6.4 8.8 830510 3.7 3.7 3.8 3.8 6.6 9.0 I8305113.6 3.7 3.8 3.8 6.4 9.5 830512 3.7 3.7 3.8 3.9 5.7 8.3 830513 3.6 3.7 3.8 3.7 7.1 9.7 - 830514 3.6 3.7 3.8 4.7 7.3 9.6 I8305153.6 3.7 3.8 5.3 6.6 8.0 830516 3.6 3.6 3.7 4.6 6.4 8.2 830517 3.6 3.6 3.7 5.3 6.3 7.6 I8305183.6 3.6 3.7 4.9 6.2 7.7 830519 3.5 3.6 3.7 4.1 6.7 9.1 830520 3.6 3.7 3.7 4.5 7.0 9.0 830521 3.6 3.7 3.7 4.1 6.5 7.7 I8305223.6 3.6 3.7 4.4 6.6 8.7 830523 3.6 3.6 3.7 4.0 6.4 8.4 830524 3.6 3.7 3.7 3.8 5.2 7.6 I8305253.6 3.6 3.7 3.6 6.4 8.5 830526 3.6 3.7 3.7 4.2 6.8 8.9 830527 3.6 3.6 3.7 3.9 5.5 8.6 I8305283.6 3.6 3.7 3.9 6.5 9.7 830529 3.6 3.7 3.7 3.8 4.7 7.9 830530 3.6 3.6 3.7 3.9 5.9 8.2 830531 3.5 3.6 3.7 4.1 6.7 8.0 I Monthly Value 3.5 3.7 3.9 3.5 6.0 9.7 --------------------------------------------------------------I I 3-A-128 t Table 3-A-35.(continued). Table 3-A-35.(continued). July 1983 Intragravel Surface Water Date --- Min Mean Max Min Mean Max. ------ 830701 3.5 3.5 3.6 3.9 4.9 6.2 830702 3.5 .3.5 3.6 4.3 5.6 8.2 830703 3.5 3.5 3.6 3.9 5.9 9.2 830704 3.5 3.6 3.6 3.8 5.9 8.4 830705 3.5 3.6 3.7 .4.9 5.7 6.8 830706 3.5 3.6 3.6 4.6 7.0 7.8 830707 3.5 3.5 3.6 5.5 6.6 8.3 830708 3.5 3.5 3.6 5.5 6.6 8.5 830709 3.5 3.5 3.6 4.0 5.8 8.7 830710 3.5 3.5 3.6 4.2 6 •.8 9.5 830711 3.5 3.6 3.6 4.3 7.1 9.3 830712 3.5 3.6 3.7 4.2 7.2 9.4 830713 3.5 3.6 3.7 4.1 6.4 8.4 830714 3.5 3.6 3.7 4.1 6.4 8.8 830715 3.5 3.6 3.7 4.0 5.9 9.8 830716 3.5 3.6 3.7 4.0 6.3 9.7 830717 3.6 3.6 3.7 3.9 7.0 8.5 830718 3.6 3.6 3.7 4.0 5.2 7.2 830719 3.5 3.6 3.7 3.9 5.3 8.2 830720 3.6 3.6 3.7 3.9 5.5 8.6 830721 3.6 3.6 3.7 3.9 5.4 8.6 830722 3.6 3.6 3.7 3.9 5.0 8.5 830723 3.6 3.7 3.8 4.3 6.5 8.6 830724 3.6 3.7 3.7 4.•6 6.8 8.5 830725 3.5 3.6 3.7 4.2 5.8 8.9 830726 3.5 3.6 3.7 3.9 5.3 8.5 830727 .3.6 3.6 3.7 3.9 5.3 7.7 830728 3.5 3.6 3.7 3.9 5.4 8.9 830729 3.6 3.7 3.8 3.9 5.1 8.7 830730 3.6 3.7 3.7 3.9 5.3 7.8 830731 3.6 3.6 3.7 4.1 5.7 7.0 Monthly Value 3.5 3.6 3.8 3.8 5.9 9.8 ----------------------------------------------------------------- 3-A-130 • 1 "2-8 1 1 Table 3-A-35.(continued). 1 ---------- August 1983 ---------------- 1 lntragravel Surface Water Date ----- Min Mean Max Min Mean Max 1 -----.----...-------------- 830801 3.6 3.7 3.7 4.0 5.3 8.6 830802 3.6 3.6 3.7 4.0 5.3 7.5n8308033.6 3.6 3.7 3.9 5.3 7.8 830804 3.6 3.6 3.7 3.9 5.5 8.0 830805 3.6 3.6 3.7 4.6 5.6 6.4n8308063.6 3.6 3.7 4.7 6.7 9.1 830807 3.6 3.6 3.7 6.4 7.2 8.1 830808 3.6 3.6 3.7 6.4 6.7 7.2 830809 3.5 3.6 3.6 6.1 7.0 8.6 r1 830810 3.5 3.6 3.7 5.8 7.6 .10.2 830811 3.5 3.6 3.6 5.8 7.1 8.5 830812 3.5 3.6 3.7 6.4 6.8 7.3 rt 830813 3.5 3.6 3.6 5.8 6.5 7.6 830814 3.5 3.5 3.6 5.5 6.6 8.8 830815 3.5 3.6 3.6 5.1 6.0 7.3 830816 3.5 3.5 3.6 3.7 6.1 9.0r-I 830817 3.5 3.5 3.6 3.7 5.5 7.5 830818 3.5 3.6 3.7 3.8 5.2 7.7 830819 3.5 3.6 3.7 3.8 5.9 8.8 I I 830820 3.6 3.6 3.7 4.7 6.2 6.7 830821 3.5 3.6 3.6 3.8 5.8 7.2 830822 3.5 3.6 3.6 4.0 6.1 7.5 830823 3.5 3.6 3.6 5.0 6.2 7.1 I I 830824 3.5 3.6 3.6 5.3 6.2 7.5 I 830825 3.5 3.5 3.6 4.3 5.5 6.8 830826 3.5 3.5 3.6 5.1 6.2 8.1 I 830827 3.5 3.5 3.6 5.3 6.6 8.8 I 830828 3.5 3.5 3.6 4.7 6.2 8.1 830829 3.5 3.5 3.6 5.0 5.5 6.7 830830 3.5 3.5 3.6 5.4 6.3 8.2 I 830831 3.5 3.5 3.6 5.5 6.0 6.8 Monthly Value 3.5 3.6 3.7 3.7 6.1 10.2 I ----------------------------------------------------------------- .1 I 3-A-131 m • Table 3-A-35.(continued). Table 3-A-35.(continued). -------------- October 1983 ------ Intragravel Surface Water Date ----- Min Mean Max Min Mean Max ------------ 831001 3.3 3.4 3.5 3.8 4.2 5.1 831002 3.4 3.4 3.5 3.7 4.2 5.4 831003 3.3 3.4 3.5 2.5 3.4 4.2 831004 3.3 3.4 3.4 2.2 3.1 3.8 831005 3.3 3.3 3.4 2.6 3.0 3.5 831006 3.3 3.3 3.4 2.2 3.0 4.4 831007 3.2 3.3 3.4 1.9 2.5 3.4 831008 3.2 3.3 3.3 1.7 2.3 3.2 831009 3.3 3.3 3.3 1.5 2.2 2.7 831010 3.2 3.2 3.3 1.1 1.7 2.6 831011 3.2 3.2 3.3 2.2 2.6 3.3..831012 3.2 3.3 3.3 2.6 2.8 3.3 831013 3.2 3.3 3.3 2.0 2.7 3.1 831014 3.2 3.3 3.3 1.8 2.3 3.1 831015 3.2 3.3 3.3 2.3 2.6 3.0 ~831016 3.2 3.3 3.3 1.6 2.1 2.6 831017 3.2 3.3 3.3 1.7 2.2 3.0 831018 3.2 3.3 3.3 2.3 2.8 3.6 ~831019 3.2 3.3 3.3 2.2 2.6 3.2 831020 3.2 3.3 3.3 1.8 2.3 3.3 831021 3.2 3.3 3.3 2.0 2.5 3.3 831022 3.2 3.3 3.3 2.0 2.5 3.3 831023 3.2 3.3 3.3 2.0 2.6 3.3 831024 3.2 3.3 3.3 2.0 2.3 2.8 831025 3.2 3.2 3.3 1.9 2.2 2.8 831026 3.2 3.2 3.3 1.6 2.0 2.5 831027 3.2 3.2 3.3 1.8 2.1 2.5 I 831028 3.2 3.2 3.3 2.0 2.2 2.7 I 831029 3.2 3.2 3.3 1.9 2.2 2.4,831030 3.2 3.2 3.3 2.0 2.3 2.5 831031 3.2 3.2 3.3 1.9 2.1 2.4 Monthly Value 3.2 3.3 3.5 1.1 2.6 5.4,-----------------------------------------------------------------, --3-A-133 --• I J HYDRAULICS ena 5z w 7 Appendfx Table 4-A-l (Contfnued). -Un/H I ADFG01/t02 Discharge (cfs)Dfscha rge (cfs) Non Mafnstem Hafnstem Rfver GeograBhfc Gage 'nstream USGS Mfle a Sfte Code Date Time No.WSEL Flow Evaluatfon Gold Creek •131.1 4th of July Creek S30N03W03DAC 820803 1200 131.111A 625.35 38.33 19.800 135.3 Slough 11 Above Mouth 531 N02W30ABB 820830 1710 5.44 13.'00 135.7 Slough 11 Q Sfte 531 N02W30ABB 820830 1425 670.72 3.06 13.100 820918 1010 135.3S6A 670.80 5.52 27.500 135.8 Slough 11 Above Q Sfte 531 N02W30ABB 820830 1244 135.355A 675.42 1.30 13.100 138.0 Slough 16B 6elow Q Sfte S31N02W17ABD 820902 1212 0.96 16.000 820914 1718 0.41 20.200 138.0 Slough 166 Q Sfte S31N02W17ABD 820801 1551 138.0558 700.85 54.80 26.400 820915 1412 138.0S5A 701.70 257.64 28.200 820919 138.0556 700.58 23.50 24.100 -f:" 140.0 Slough 19 S31N02Wl0D6D 820819 1700 140.0W16 718.79 0.18 13.300 -b 820819 1730 140.0W1B 718.79 0.40 13.300 I -{.:140.2 Slough 20 S31N02W10ADB 820820 1643 140.155B 726.76 2.60 12.500"820901 1545 140.1S5B 726.88 11.57 17 .900 820916 1415 140.1S5B 728.06 158.80 32.500 820918 1825 140.1556 727.27 44.82 27.500 820802 1220 140.1556 726.99 16.45 22.500 140.6 Slough 20 Trfbutary at S31N02Wl0ADB 820901 1545 140.1T36 730.22 0.17 17.900 Head 820916 1232 140.1136 731.40 23.45 32.500 820918 1717 140.1T36 730.74 9.28 27.500 aRfver mfle taken from the most downstream portfon of study sfte. bGeographfc code taken from the center of the study sfte •. .. I Co 11 lIC CH~""CL !:tLOlol HOllTH SLOIJCH I I RM 136.3 +-.....L.-_--L_.--'---'-~--L---I.-.yf------'---..a-----&-..&-....J.---'--"-'"--f 10 loe HAIHSTCJ1 DISCHARGE AT '~L~CREEk 11000 ~"I 10 $1 DE CHAlltlEl AflovE I10IJTH SlOUCH I I RH 13S.3 -t------'----..L..---L.---L---.L-..L..--I..--Yr---------__..L.--..I_...L----L.-...L...-L-L-4 Ie leo "AIHST£J1 DISCHARCE AT GOL~CREEk 11000 el,) AprJt:(\d,·~Figure 4-A-ct Mainstem discharge versus mainstem water surface elevation at side channel below mouth of Slough 11 and side channel above mouth of Slough 11. ,..,.J _.. -----------------.., lee MOUTH or SLOUCH II P.tl 136.3 -+-__._---L-_--...J..._.-'------'-----L---'---'--yl---.l__-----I_-..L._..J_L-J...........L-.l........I 19 • NAIIlH[M DISCHAI::C;[IH ;OLD CI::[[I(1I0ee .:til I~S£L -6t.~1 t ..t I 10 I BeD • I I ..I HID-SLOU~H Q SIT[AT SLOUCH II rrt 1:e6.7 100 -+-._--'-__----L__-l._--L-----l---'L.----'-I--Y'------.Jl-------.J'---J...--.-..L----I...-I.-I.---I...---l 10 rtAIIlST[N DISCHARC[~T ;OLD CR[[I(11ge9 ~t.) Mainstem discharge versus the water surface elevation of Slough 11 mouth and mid-slough. ,...........:.I - --_.-._-----_._--._------_..---_.----._-- • I':'l r -_._.------ I I _ J / pz t •';.~".Il H[A~or SLOU~H II Rll I s~.S -+--JL-__..L.-_.-1_--L_..L.--I--L........J -f.--' 1(1 f 1':")(1 .:;I' /IO'lnlJl)A..Figure q.l.f·zz Mainstem discharge versus the wClter surface elevation of Slough 11 head. •01 1~A_.. Appendix Table 4-A-3 (Continued) • ,.Part B:Side Slou9hs b WSEL Di schargeJLocationDateTimel.ill.(cfs) r Mid-Slough at Lane Creek Slough 821004 1235 468.24 10,500 Gage Site 113.6S2 820903 1456 468.28 14,600 (R.M.113.6)820925 1110 468.35 15,000r8207221010468.80 22,400 820920 1329 469.41 24,000 820723 1010 469.15 24,900 820917 1517 470.75 32,100rHeadofLaneCreekSlough820903Dry14,600 Gage Site 113.6H4 820920 1310 Dry 24,000r(R.M.114.1)820917 1830 474.30 32,000 Mouth of Slough 11 821002 1040 667.01 11 ,700 Ii Gage Site 135.3W1 820907 1825 667.15 11 ,700 (R.M.135.3)820822 1540 667.32 12,200 820906 1600 667.23 12,200 820830 1740 667.77 13,100 rt 820813 1115 667.81 13,600 820812 0935 667.91 14,400 820811 1825 668.04 15,400 n 820920 1026 669.41 24,000 820728 2030 669.37 25,600 n Mouth of Slough 11 820622 1045 670.16 26,OOOc Gage Site 135.3W1 820624 1020 669.72 26,OOOc (R.M.135.3)820714 1210 669.67 27,300 820918 1026 669.71 27,500 c,820621 1040 670.66 28,000 Mid-Slough at Slough 11 821003 1513 670.77 11 ,000,Gage Site 135.3S6 821002 1100 670.76 11 ,700 (R.M.135.7)820929 1800 670.75 12,400 820920 1300 670.80 24,000 820921 1130 670.80 24,200,820929 1800 670.75 24,400,aUSGS provisional data,1982 b,The upstream end (head)of an upland slough is not normally connected to the mainstem (breached)during high flows. c,Gold Creek stream gage malfunctioned,USGS estimated value.,'r-I7-'lf- • !U&!li6iiYt.&£3W&2&dl ·-19 - Appendix Table 4-A-3 (Continued) '"""'I ~!, 'l Part B:Side Sloughs b WSEL Discharge Location Date Time .llil (cfs),'1 Head of Slough 11 820830 684.0~13,100 Gage Site 135.3H3 820813 1140 684.0 c 13,600n(R.M.136.5)820812 0935 684.0 14,400 820811 1805 684.0 c 15,400 820716 1255 684.0~25,600n8209181025684.0 27,500 Mouth of Slough 16B 821002 1435 697.28 11 ,700 Gage Site 138.0W1 820822 1445 697.18 12,200n(R.M.137.9)820813 1035 697.20 13,600 820902 1130 697.20 16,000 820919 1641 698.38 24,100n8209151352699.92 28,200 820725 1110 700.06 31,900 n Mid-Slough at Slough 16B 821002 1454 700.08 11 ,700 Gage Site 138.0S5 820822 1500 700.05 12,200 (R.M.138 .0)820813 1040 700.07 13,600 820902 1140 700.10 16,000 '1 820914 1722 700.18 20,200 820919 1617 700.58 24,100 820801 1551 700.85 26,400 1 820915 1412 701.69 28,200 Head of Slough 16B 820813 1020 d 13,600703.0 d 1 Gage Site 138.0H3 820831 1900 703.0 16,000 (R.M.138.3)·820914 1626 703.17 20,200 820920 1310 703.55 24,000 820919 1543 703.51 24,100 1 820915 1252 704.50 28,200 820725 1115 704.59 31,900 1 a USGS provisional data,1982. 1 bThe upstream end (head)of a side slough is usually connected to the mainsteam (breached)during high flows. 1 CGold Creek stream gage malfunctioned,USGS estimated value. d .Gage was dewatered,703.75 ft.was pOlnt of zero flow. 1 1 4-./7-'-5 •- IL _••...---ADFC02/tl0 Appendtx Table '-A-7 Surface area of Iggregate type II hydraultc zones at Destgneted Ftsh Habttat (DFH)sttes.end ~tnstem Susttna Rtver dtscherges •June through September.1982. Dlschgrge Surface Area DFH Site cfs Date Zones Type II (Ft2) Slough 21 b 31.900 7/25 6 72.800 •25.000 6/19 6 16.300 24.000 7/11 none 17.000 8/09 2 73.600 13.800 9/27 2 48.200 12.500 8/20 2 47.300 12.200 9/06 2 61.200 Slough 20 28.000 6/20 7 20.600 26.800 7/24 none 23.000 6/04 none 18.100 7/08 none 16.500 8/07 none 14.400 9/04 2 500 n.ooo 9/26 none 12.500 8/20 2 1.800 -f:' I ~Slough 19 24.900 7/23 2 26.000 (28.000 6/17 2 10.000.....22.000 6/05 2 16.500-..I 16.800 8/06 2 12.300-..a 16.600 7/07 2 4.800 15.000 9/25 none ".400 9/04 none 13 .300 8/19 2 4.200 Slough 11 28.000 6/20 2 128.000 27.300 7/14 2 92.800 23.600 7/29 2 124.000 23.000 6/04 2 95.000 n.400 8/12 2 25.600 12.400 9/29 2 19.300 12.200 9/06 2 25.300 12.200 8/22 2 23.700 aUSeS provistonal date at Cold Creek.1982.15292000. bJune 10.1982.data for Slough 21 tncomplete. DRAFT AOFG02lt01 Appendix Table 4-a-18.Depths (ft)and velocitfes (ft/sec)associated with chum salmon redds in four sloughs at three discharges (0.cfs)in 1982. Depth Velocity•o *°2**°3***Average °1*°2**°3***Average1 Slough 8A -0.67 0.72 0.70 0.03 0.36 0.30x Range 0.30-1.30 0.20-1.60 0.20-1.60 0.00-1.45 0.05-0.72 0.00-1.45 N 26 11 37 26 11 37 °(cfs)4 7 4 7 Slough 9 -1.24 1.27 1.25 0.13 0.16 0.14x Range 0.30-2.40 0.40-2.10 0.30-2.4 0.05-0.40 0.00-0.78 0.00-0.78 N 28 20 48 28 20 48o(cfs)3 8 3 8 .too•W, CD Slough 11 1.21 1.33 1.28 0.13 0.45 .32tox Range 0.60-2.20 0.55-2.10 .55-2.20 0.00-0.61 0.05-1.00 0.00-1.00 N 6 9 15 6 9 15 °(cfs) -Slough 21 x Range No(ds) *01 =25-26 August **02 -2-7 September ***03 =20 September 1.02 0.40-2.60 33 5 1.02 0.40-2.60 33 0.22 0.00-1.10 33 5 0.22 0.00-1.10 33 Table 4-B-'9.Depths (ft)and velocities (ft!sec)associated with pink salmon and sockeye salmon redds in three sloughs at three discharges (0,cfs)in '982. • Slough 8A -x Range No 0,* 0.30, 4 Average 0.30 1 It PINK SALMON 0.80 1 4 Velocity 03***Average 0.80 1 4 Slough 9 -0.68 0.68 0.25 0.25x Range 0.55-0.80 0.55-0.80 0.20-0.30 0.20-0.30 N 2 2 2 2 ~0 3 3 3 3 I OJ I <0 SOCKEYE SALMON0 Depth Velocfty o *O2**03***Average 0 1*°2**°3***Average, Slough 9 x 0.5 0.5 0.05 0.05 Range N ,1 ,, 0 7 7 7 7 Slough "-x Range No 0.85 1.51 0.75-2.80 22 1.48 0.75-2.80 23 0.00 0.23 0.00-0.80 22 .22 0.00-0.80 23 *0,25-26 August **02 2-7 September ***03 20 September 1Jp ••• A.ppeRliiz 'table 1"-7 C01l~iJmetl • ,1.oc.LnOB MT!T.DIE VSEL (fd Dtscau.l:!(eft)•LOWEI.SIJ)!cunEL 11 131019 1153 661.9%1,010 {134.6S2 A.t ~.K.135.2)131011 1145 663.42 9,510 •130915 0930 663.%%10,600 13092.2 663.62 13 ,600 130906 1610 663.67 16,000 130719 1713 '663.17 17,300 130711 1915 663.10 17,700 •130820 1205 663.17 17,800 130820 1200 663.95 17,800 830730 1119 664.15 19,100 130819 1045 664.07 19,200 •130723 1724 664.12 19,200 130711 1400 664.15 20,000 130804 1150 664.23 20,900 130904 1%31 664.12 11,000 130811 1620 664.%7 11,000 •130103 1740 664.17 11,600 130812 1S35 664.35 11,600 130601 1203 664.19 2.2,000 130823 1403 664.41 2.2,700 •130817 OM5 664.55 12,700 130731 1131 664.55 12,800 130806 1030 664.57 %3 ,800 130806 1154 664.59 23 ,800 •830624 1324 664.77 24,000 130811 1310 664.61 24,500 !J0816 1000 664.71 24,600 130831 1105 664.71 14,100 130902 1151 664.90 15,400 •130813 ass 664.87 15,900 830808 1336 664.11 26 ,000 130811 0958 664.17 26,600 130815 1%35 664.91 26 ,800 •130815 1039 664.1%%7,400 130811 1700 664.71 17,700 130809 1811 665.47 19,900 830827 1730 665.11 31,000 130827 1343 665.27 31,000 •130816 0900 665.41 31,700 130810 1159 665.41 31,900 ".,. • l-A-92 '~ t II I, II Appeucli%'tabla 1.-7 coutiD_dI 1 LO~no.Dln 'rIllE VSEL (ft)»ISCUJ,C!(cfl) 5I»1:C1WIJI!I.IlL &LODGE 11 1IOU'tB 8%1011 1555 665.56 7,950 1 (135.3M4 AT ~.M.135.3)811001 1040 666.68 11,700 810906 1600 666.86 11,100 8%09%9 1830 666.81 11,400 810830 1740 667.46 13,100 810909 1410 667.36 13,400 1 830906 1610 667.79 16,000 810831 668.16 16,000 830904 1238 668.69 11,000 8308%1 1730 669.79 %1,600 1 830813 1414 669.95 %%,700 830811 1310 669.14 24,500 830831 1105 669.24 24,800 830902 1159 669.44 15,400 1 830808 1338 669.45 26 ,000 830808 1435 669.49 26 ,000 830818 0958 669.44 26 ,600 830815 1040 669.46 27,400 830815 1514 669.54 27,400 1 830815 0900 670.04 27,400 830809 1815 670.09 29,900 830817 1100 669.79 31,000 830817 1345 669.19 31,000 1 830826 0900 670.04 31,700 830810 1IS9 670.04 31,900 I I I I J J J I l-A-93 • ApptlDcliz 'Iable 1"-7 eoatiJaaeci 1DCoU10.DUE tDI!VIC.(ft)DlSCJI.UC:E (c:fa) SIDE CUlQIEL All SLOUCOK 11 .mm 1310%7 1430 667.%7 5,010 (135.3K2 J:l I..K.135.3)111012 1555 667.50 7,950 130915 1107 667.71 10,600 8%0907 1110 66B.10 11,700 120122 1535 667 .92 12,200 - 131003 1350 667.19 13,000 110130 1735 66B.6%13,100 110909 1410 668.55 13,400 130906 1610 661.55 16,000 110131 668.10 16,000 130719 1715 668.66 17 ,300 130721 1340 668.79 17,700 130110 1%00 668.74 17,800 130711 1150 668.76 11,100 1307%7 10%5 668.14 1B ,500 130711 1015 66B.91 1B,900 130730 1120 668.91 19,100 130723 1735 661.91 19,%00 130119 1045 66B.9.19,100 130511 1311 66B.91 10,000 13010.1300 669.01 10,900 130904 123B 669.06 11,000 130B1I 1615 669.11 11,000 130B11 1535 669.16 11.600 130715 1030 669.16 11.900 1307%4 1030 669.11 1%,700 130117 0945 669.36 1%,700 130731 1131 669.%9 1%,BOO 13061B .1620 669.13 1%,900 130B12 13%0 669.36 24.500 130116 1000 669.56 %4,600 130131 1110 669.46 %4.BOO 13090%1200 669.65 %3.400 130113 1300 669.70 15.900 -1106%4 1010 669.75 26,000 130828 09 sa 669.66 26 ,600 130629 1110 669.55 %6 ,100 130115 1135 669.76 %6 ,100 810714 1110 669.67 17,300 8308%5 1042 669.76 27.400 130825 1519 669.79 27,400 130110 1307 670.11 31,900 130110 0953 670.1%31.900 130604 1430 670.70 36,000 •l-A-94 ,~(p it n 11 \Appeudiz 'table 1-A-7 c:.olltiDDect \ \ \n LOCA.nOIf M'rZ 'rIll!WSEL (ft)DISCBA1GE (ch) SLOtJGB\1 (MOtrl'B.)831020 1210 666.29 7,2.30 n (135.3W1+T I..K.135.3)830915 1812 666.96 10,600 \831004 1353 667.07 11,400 821002 1040 667.01 11,700 120907 1825 667.15 11 ,700 120906 1600 667.23 12,200n8208221S40667.32 12,200 820830 1740 667.77 13,100 820813 1115 667.81 13,600 830922 1330 667.B9 13,600n8208120935667.91 14,400 120811 1825 668.04 15,400 130906 1630 668.28 16,000 830728 1915 668.52 17,700 130820 1205 668.60 17 ,BOOn8307181020668.85 18,900 830723 1730 668.91 19,200 830518 1319 668.87 20,000 830804 1253 669.05 20,900n830B041255669.05 .20,900 830823 1616 669.24 22,700 830618 1615 669.28 22,900 830806 1131 669 .37 23 ,BOO n 830806 1320 669.37 23 ,BOO 820920 1026 669.41 24,000 830816 1000 669.47 24,600 820728 2030 669.37 25,600 830813 1310 669.69 25,900n8206241020669.72 26 ,000 830828 1000 669.64 26 ,600 830707 1120 669.75 27,200 820714 1210 669.67 27 ,300 1 830825 1045 669.72 27,400 830825 1515 669.75 27,400 830811 1100 669.82 27 ,700 820918 1026 669.71 28,600 830809 1100 669.92 29,900 1 830827 1200 670.02 31,000 830827 1730 670.02 31,000 830827 1347 670.13 31,000 820612 1045 670.16 31,000 1 830826 0900 670.20 31,700 830826 0905 67D.20 31,700 830826 1800 670.28 31,700 830810 1309 670.22 31,900ci I I I l-A-95 • -._-----_.. ~ •• IIJ •••II •-. OOO·Lt 00'·It "·OL',t"OU O'IOt L£1O 96-'d-I n90tI otloa , (t·~tt .~,~tat";tt) (UllOM)n lC)1101S IOUl':)O't --, :"1 : , I r, AppeDdtK Tabl.1-A-7 co~timaed ,1.OCI.no.DLn nil!DEL (ft)IIlSCBA&l:!(~h)i SLOtJc:E 11 (Q SIn)830505 1810 670.67 4,900 1 (135.3S6 AT ~.K.135.7)830915 1751 670.67 10,600 821003 1513 670.77 11,000 831004 1340 670.67 11,400 821002 1100 670.76 11,700 1 120929 1100 670.75 12,400 820830 1244 670.72 13,100 I 830922 1205 670.66 13,600 830524 1100 670.2.3 17,000 830524 1420 670.73 17,000 1 830721 1110 670.72 18,100 830718 1040 670.72 18,900 830609 1333 670.75 19,400 830103 1330 670.73 21,600 1 83082.3 1524 670.73 %2,700 830106 1155 670.73 23 ,100 830806 1330 670.73 23 ,100 830806 1500 670.73 23.800..,820920 1300 670.10 24.000 820921 1130 670.10 24.200I8308281030670.75 26,600 830629 0950 670.76 26 ,100 820918 1010 670.10 26,800 1 830707 1145 670.76 %7 ,200 830604 1045 670.85 36.000 1 I J J J J J .I l-A-97• A.ppocti:&Table l-A-7 coatiAueci l.OC&.nOI DlTl nHE VSEt (ft)DISCiAlG!(ch) SLODGE 11 (BUD)831004 1300 I 11.400684.00 I <135.310 A.T ".H.136.4}820830 684.00 13.100 820813 1140 684.00 I 13.600 820811 0935 684.00 I 14.400 820811 1805 684.00 I 15.400 820716 1155 684.00 J 25.600 820918 1025 684.00 I 26 ,800 1/StTumbecl e1natioo obtaiAeci fTOa CTO"••c:tiou.1 profile. l-A-98 • 1 1 1 1 Appellclu bble 1-.6.-7 c.olltilmacl 1 LOCA.nOI DlD 'rDIE VSEL (ft)JlIS~(c:h) tlPPU.SID!CJWIlII!I.11 (lfJun)831004 1158 676.84 11.400 (136.%V3 ~~.K.136.2)830911 1700 676.90 12.200 1 130910 1730 677.01 12.700 130711 1715 677.95 20.000 130725 1257 678.31 21.900 130829 1435 678.43 %3 .300n1308241605678.31 24.700 130826 1853 679.56 31.700 n n n n :1 "1 -1 1 1 1 1 I l-A-99 • &X!$QUJ. ~PP-41i%table 1-.-7 colLtiJuae41 ~o.~D tDII VSJ:J.(ft)DISCUI.C!(eta) tJPnI.SID!C1WQIC,11 131004 1%56 676.71 11,400 (1)6.254 £%~•••136.2)130911 1655 676.91 12,200 130910 1730 677 .01 12,700 130906 1720 677.41 16,000 130129 1545 671.45 23 ,300 130126 11S1 679.6S 31,700 l-A-IOO • z ••••••• .~. 1 2& 1,,AppeDdiz Tabla 1-&-7 COlltUlMd LOC£.no.D&.ft TIllE WSZL (ft)DISCInG!(cf.) f1 tIPPO SIDE CUD!L 11 831004 1247 677.68 11,400 (136.2S5 ~T ~.K.136.3)830911 1653 677.68 11,200n8309101100677.69 11.700 830906 1630 677.10 16.000 830824 1605 678.10 24,700 n n n f1 f1,, ---- 1 -- I 1 l-A-IOI • Appacliz tabl.1"-7 comtiaucl 1.OCA.nOl D&.tE 'f'DI!VIE1.(ft)IltsCIIAIG!(c.f.) tll'1'El SIll!CB.UIDL 11 (Q SIn)130911 1745 610.63 11,200 (136.211 ~~JK.136.5)130711 0945 681.34 18,100 130717 1130 681.31 18,500 130720 0940 681.34 18,600 1301:l1 1600 611.39 11,900 830712 1115 611.40 19,700 130715 1%36 611.61 11,900 130lD 611.77 U.700 130701 1150 681.74 %3,100 130106 1345 611.95 %3 ,100 130101 1450 61:l.24 26 ,000 830801 1345 61:l.51 26 .000 130U6 1835 61:l.93 31.700 130810 1438 61:l.17 31,900 130604 1300 613.44 36,000 ~. :--., •,•r • l-A-I02 •••~ ••~ I j I I I 1 I I I I I !I I I I J J J J J J Appendix Table 1-A-7 continued LOCI-nOR n&.TE TDI!WEI.(ft)DISCB.UCE (cfa ) UPPER SIDE CBARR!L 11 (BEAD)831010 684.50 I 8,400 (136.2B2 AT i.M.136.6)830917 684.50 '10,000 830906 1700 685.20 16,000 830729 1726 685.56 17,300 830821 1600 685.91 18,900 830730 1133 685.93 19,100 830731 1030 686.56 22,800 830806 1409 686.66 2.3 ,800 830824 0934 686.62 24,700 830808 1504 687.11 26,000 830707 1100 687.18 27,200 830826 1003 687.91 31,700 830826 1856 687.95 31,700 830810 1453 687.76 31,900 1/Stre~bed elevation obtained from croa.aectional profile. l-A-I03 • Appendix Table l-A-8 (Con ti nued) MEASURED MAINSTEM WSEL FLOW DISCHARGE DATE TIME (ft)(cfs)~.. LOWER SIDE CHANNEL 11 830929 1200 663.09 820.0 9,400 (GAGE 134.6S2 AT R.M.134.6)830915 0930 663.22 973.0 10,600 830711 1400 664.15 2790.0 20,000 830811 1700 664.72 4210.0 27,700 SlOE SLOUGH 11 830721 1020 670.72 2.0 18,100 (GAGE 135.3S6 AT R.M.135.7)820830 1244 670.72 3.1 13,100 830629 1000 670.76 4.1 26,800 820918 1010 670.80 5.5 26,800 UPPER SIDE CHANNEL 11 830911 1715 680.63 .1 12,200 ......(GAGE 136.2S1 AT R.M.136.3)680.95 12.0 I 830712 1145 681.35 54.0 19,700:I:' I 830720 0945 681.34 56.6 18,600...... w 830727 1130 681.38 59.6 18,500w 830608 1550 681.63 110.0 22,000 830629 1255 682.13 335.0 26,800 830808 1400 682.24 403.0 26,000 830810 1346 682.87 735.6 31,900 830826 1745 682.93 777.5 31,700 GOLD CREEK 830806 1605 696.09 34.1 23,800 (GAGE 136.8T1 AT R.M.136.7)830827 1705 696.18 51.1 31,000 830629 1442 696.25 56.0 26,800 830808 1809 696.86 153.6 26,000 SIDE SLOUGH 16B 820907 700.08 1.1 11,700 (GAGE 138.0S5 AT R.M.138.0)830701 1521 700.28 6.0 23,100 820919 1617 700.58 24.0 24,100 820801 1551 700.85 55.0 26,400 820915 1412 701.69 257.0 28,200 ~.\)' ----~-----~-..~~~---~--~---~~~~~~ ~.,.------------------------------....,SlOE CHANNEL AlB SLOUGH II MOUTH RM 135.J GAGE 135.3M2 g:---------....;.,-----------------------. ..~Al lL.CONTROLLED lIJ 5,020S0<7,950'chtD tD..NO EQUATION DEVELOPED d BI VI CONTROLLED::J: I-' I ):» I No I-' .... N to tD.. -. ..~ rA~B "Change In Slope Influenced 7 "50<0<"6000 f By Channel Geometry,"_ _~.C I WSEL.10.1.6802'0.5312 ..665 ..0 MAINSTtM DISCHAR~E AT GOLD CREtK (1000CfSJ SI ()[CHANNEL BIL SLOUGH II MOUTH~J~3~.3Mf ~~ A: CONTROLLED 0: CONTROLLED 13."OO~O~31.900 ch 10 MAINSTtM DISCHARSE AT GOLD CREtK (IOOOCfSJ 100 100 Appendix Figure l-A-41 Non-Mainstem discharge (Provisional USGS 1983)versus the water surface elevation at Side Ch3nn~1 below Slough 11 mouth and Side Channel above Slough 11 mouth. • 100 £1 BACKWATER 13.100~Q~37.000 eta WSEl •10.2.1907 0.6910 +665 11.'00~0<13.'00 eft WSEl •10-8.7312 02.2258 +665 7.nO~0<11.'OO eft WSEl.10.1.9961 0'.0566 +665 Al BACKWATER H: BACKWATER gr-__-----------------------------SLOUGH 11 U1OUTH) RN 135.3 GAGE 135.JHt .... I :J:o I No N 10 MAINSTEM DISCHARGE AT GOLD CR£tK fIOOOCfS) 100 Appendix Figure l-A-42 Non-Mainstem discharge (Provisional USGS 1983)versus the water surface elevation at Slough ~1 mouth and discharge site. w_lall ••, 2.------------------------------_ • urfER SIDE CHANNEL II RM 136.2 GAGE 136.2Si ti BACKWATER 1I1 :z 11._00 S QS 11.700 cfs WSEl •10-1.5080 0.9269 +675 ~!--------------------------------,urfER SIDE CHANNEL II (MOUTH) RM 136.2 GAGE 136.2W3 -i:r:- I Naw -..0 HAINSTEM DISCHARGE AT GOLD CREEK (IOOOCfS)100 1Il t'-.to-t BACKWATER 11._oo~QS.11.700 cfs WSEl •10.1.2727 0.8706 +675 100-..0 MAINSTEM DISCHARGE AT GOLD CREEK (lOOOCfS) Appendix Figure l-A-43 Non-Nainstem discharge (Provisional USGS 1983)versus the water surface elevation at Upper Side Channel 11 mouth and physical habitat modeling cross section 2 (136.2S4). 100 100 Appendix Figure l-A-44 Non-Mainstem discharge (Prov,isional USGS 19B3)versus the water surface elevation at Upper Side Channel 11 physical hahitat model- ing cross section 3 (136.2S5)and discharge site. ~ SLOUGH 16B (MoolH) RM 137.8 GAGE 138.OWl j..9 Al NOT CONTROLLED l&.. to 12,200 S;0<17,800 eta OJ 8lDNOEQUATIONDEVELOPED-t ~d SI c:::en CONTROLLED :z 17 .800 .sO$.31,900 eta WSEL •10-8.7816 0 2 •0968 +695 - J4-A-i -I 10 100MAINSTEMDISCHARGEATGOLDCREEKHOOOerS) t--' I ~ I N ga U1 lJ'PER SJOE CHANNEL 11 (HEAOI .~RM 136.6 GAGE 136.2H2 0 8 .....AI W NOT BREACHED~~A--Ia0<12,700 efs m lD NO EQUATION DEVELOpm·-t d B: en BREACHED:z 12,700S0~31,900 eta WSEL.10-1.70700.5782 +680 -I 10 100 MAINSTEM DISCHRRGE AT GOLD CREEK (lOODCrS) Appendix Figure l-A-45 Non-Mainstem discharge (Prov,isional USGS 1983)versus the water surface elevation at Upper Side Channel 11 head and Slough 168 mouth. • r Appendix Table 4-F-1. ulV'\r I APP1/APPENDIX F Description of habitat zones sampled at Designated Fish Habitat Sites,June through September,1982. i i ~ I I r- I r r r ZONE CODE DESCRIPTION 1 Areas with a tributary or groundwater water source,which are not influenced by mainstem stage,and which usually have significant surface water velocity. 2 Areas with a tributary or groundwater water source,which have no appreciable surface water velocity as a result of a hydraulic barrier created at the mouth of a tributary or slough by mainstem stage. 3 Areas of significant surface water velocities,primarily influenced by mainstem,where tributary or slough water mixes with the mainstem water. 4 Areas of significant surface water velocities,which are located in a slough or side channel above a tributary confluence (or in a slough or side channel where no tri buta ry is present),when the slough head is open. 4-F-L./ • • r I DRAFT APP1/APPENDIX F Appendix Table 4-F-1.Description of habitat zones sampled at Desi gnated Fish Habitat Sites,June through September,1982. (continued) ZONE CODE DESCRIPTION I • 5 Areas of significant water surface velocities,which are located in slough or side channel below a tributary confluence,when the slough head is open • 6 Backwater areas with no appreciable surface water velocities resulting from a hydraulic barrier created by mainstem stage, which occur in a slough or side channel above a tributary confluence (or in a slough or side channel where no tributary is present),when the head of the slough is open. 7 Backwater areas with no appreciable surface water velocities resulting from a hydraulic barrier created by mainstem stage, which occur in a slough or side channel below a tributary confluence,when the head of the slough is open. 8 Backwater areas consisting of mainstem eddies. 9 A pool with no appreciable surface water surface velocities,which is created by a geomorphological feature of a free-flowing zone or from a hydraulic barrier created by a tributary;not created as a result of mainstem stage • • _A -.--,',.-~_. Of{AFT ADFG06/ft15 Appendix Table 4-F-13.Hydraulic lones,mainstem discharges at the Gold Creek stationa and the status of the contolling streambed elevation at the upstream entrance (head)of Slough 11 at the Slough 11 site for sampling dates from June to September,1982. Sampling June June July July August August September September Date 04 20 14 29 12 22 06 29 ..Hainstem Dfscharge (cfs)23,000 28,000 27,300 23,600 1",400 12,200 12,200 12,400 Status of Channel Head Closed Closed Closed Closed Closed Closed Closed Closed Hydraulic Zones ++++++++ 2 ++++++++ 3 ++++++++ ~"0 0 0 0 0 0 0 0 \5 0 0 0 0 0 0 0 0~6 0 0 0 0 0 0 0 0 ~7 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 9 0 0 0 0 0 0 0 0 aUSGS provisional data at Gold Creek 15292000. +Zone present. OZone absent. Appendix Figure 2-G-5.Slough 11 map with habitat locations defined,1983. A 1 1 5 .: ~. 400 I 5 FEET o I I I 2 SLOUGH ZONE ....J Table 7-A-l Continued ..--------------------------------------------------------------------------------------------------------------------------------- WATER ,·If"").VELO-SUBSTRATE WATER TDIPERATURE (c)DISTANCE DEPTH CITY ----------------------------------------------REDD (n)TO LOCATION DATE (FT)(n/s)PU"HARY SECONDARY INTRAGRAVEL SURFACE NO.UPWELLING UPWELLING --------------------------------------------------------------------------------------------------------------------------------- SLOUCH 9A 830910 1.48 .08 RunLE COBBLE 4.1 8.~21 UNKNOWN SLOUCH 9A 830910 1.80 .1 ~COBBLE BOULDER 7.3 8.7 22 UNICNOWN SLOUCH 9A 830910 1.00 0.00 RUBBLE LARGE GRAVEL 4.8 8.1 23 PRESENT 10 SLOUCH 9A 830910 .90 0.00 RUB BLE LARGE GRAVEL 3.9 8.~24 PRESENT 10 SLOUGH II 830811 1.60 .18 SHALL GRAVEL RUBBLE 6.2 1.2 21 SLOUCH II 830816 1.95 .20 RUBBLE LARGE GRAVEL 4.4 9.2 8 UNKNOWN SLOUCH II 830816 2.10 .20 RUBBLE SHAll.GRAVEL 7.2 9.1 9 UNKNOWN SLOUCH 11 830816 1.20 .20 LARGE GRAVEL SHALL GRAVEL 4.6 8.9 10 UNKNOWN SLOUCH 11 830816 1.20 .20 LARGE GRAVEL SHALL GRAVEL 5.4 8.9 11 UNKNOWN '-J SLOUCH 11 830816 .65 .10 LARGE GRAVEL SHALL GRAVEl.~.4 8.3 12 UNKNOWN I J:>SLOUCH II 830820 .45 .20 LARGE GRAVEL SHALL GRAVEL 3.7 5.3 1 UNKNOWNI 7'1 SLOUCH II 830820 .60 .40 LARGE GRAVEL RUBBLE 4.3 ~.6 2 UNKNOWN SLOUGH II 830820 .60 1.40 LARGE GRAVEL RUBBLE ~.O 5.6 3 UNKNOWN SLOUCH II 830820 .50 .20 LARGE GRAVEL RUBBLE 3.8 ~.4 4 UNKNOWN SLOUCH II 830820 .70 .05 LARGE GRAVEL RUBBLE 3.8 4.8 5 UNKNOWN SLOUCH II 830820 2.20 0.00 LARGE GRAVEL RUBBLE 3.2 ~.9 6 UNKNOWN SLOUCH 11 830820 2.10 0.00 LARGE GRAVEL RUBBLE 3.1 509 7 UNKNOWN SLOUCH II 830820 2.10 0.00 LARGE GRAVEL RUBBLE 3.2 ~.9 13 UNKNO\IN SLOUCH 11 830820 1.70 0.00 LARGE GRAVEL RUBBLE 3.2 5.8 14 UNKNOWN SLOUCH 11 830820 1.40 .18 LARGE GRAVEL RUBBLE 3.5 507 I~UNKNOWN SLOUCH II 830820 .80 0.00 LARGE GRAVEL RUBBLE 3.2 5.0 16 UNKNOWN SLOUCH 11 830820 1.20 0.00 LARCE GRAVEL SHALL GRAVEL 3.1 4.~17 UNKNOWN SLOUCH II 830820 2.10 .08 RUBBLE LARGE GRAVEL 2.9 4.6 18 UNKNOWN --------------------------------------------------------------------------------------------------------------------------------- _..1 I: I--_...-...,----- Table 7 -A-l Continued ---------------------------------------------------------------------------------------------------------------------------------•WATER VELO-SUBSTRATE WATER TEHPERAnJllE (c),;I~/J ,/ "DISTANCE DEPTH CIn ----------------------------------------------REDD (n)TO. LOCATION DATE (FT)(FT/S)PRIMARY SECONDARY INTRAGRAVEL SURFACE NO.UPWELLING UPWELLING --------------------------------------------------------------------------------------------------------------------------------- SLOUGH II 830820 1.90 .08 SHALL GRAVEL LARGE GRAVEl.2.9 4.6 19 UNKNOWN SLOUGH 11 830820 1.90 .10 LARGE GRAVEL RUBBLE 2.9 4.7 20 UIIKNOWN SLOUGH 11 830827 .9~.10 8.0 22 UNKNOWN SLOUGH 11 830827 1.00 .10 8.0 23 UIIKNOIolN SLOUGH 11 830827 .60 .O~8.~24 UNKNOWN SLOUGH 11 830827 I.~O .10 8.0 2~UNKNOWN SLOUGH 11 830827 1.00 .O~8.0 26 UIIKNOWN SLOUGH 11 830827 2.00 .o~8.0 27 UIIKNOWN SLOUGH 11 830827 2,10 .O~8.0 28 UIIKNOWN SLOUCH 11 830827 2.60 0.00 8.0 29 UNKNOWN ......,SLOUGH 11 830827 .60 0.00 7.0 30 UIIKNOWN,SLOUGH 11 830827 I.~O 0.00 8.~31 UIIKNOWNp SLOUGH 11 830827 I.~O 0.00 8.0 32 UIIKNOWNI......,SLOUGH 11 830827 2.00 .O~8.0 33 UNKNOWN SLOUGH 11 830827 1.90 0.00 8.0 34 UIIKNOWN SLOUGH 11 830827 2.~0 0.00 9.~3~UIIKNOWN SLOUGH 11 830910 I.~~0.00 RUBBLE LARGE GRAVEL 3.6 7.2 36 UIIKNOWN SLOUGH II 830910 1.40 0.00 RUBBLE LARGE GRAVEL 3.7 6.6 37 UIIKNOWN SLOUCH 11 830910 1.63 0.00 RUBBLE LARGE GRAVEL 3.~6.9 38 UIIKNOWN SLOUGH 11 830910 I.~O 0.00 RUBBLE COBIILE 4.0 7.0 39 UIIKNOWN SLOUGH 11 830910 2.00 0.00 COBBLE BOULDER 40 UIIKNOWN SLOUGH 11 830910 .70 .n SHALL GRAVEL LARGE GRAVEL 41 UNKNOWN SLOUGH 11 830910 .96 .10 COBBLE RUBBLE 42 UIIKNOWN SLOUGH 11 830910 .60 0.00 COBBLE RUBBLE 43 UIIKNOWN --------------------------------------------------------------------------------------------------------------------------------- 1 r r J, Table 7-A-l Continued --------------------------------------------------------------------------------------------------------------------------------- WATER ,I);,,;•VELO-SUBSTRATE WATER TEHPERATURE (c)DISTANCE DEPTH CITY ----------------------------------------------REDO (FT)TO LOCATION DATE (FT)(FT/S)P1UHARY SECONDARY I NTRAGRA VEL SURFACE NO.UPWELLING UPWELLING ---------------------------------------------------------------------------------------------------------------------------------- SLOUGH 11 830910 1.52 0.00 RUBBLE COBBLE 44 UNIt NO\olN SLOUGH 11 830910 1.10 0.00 RUBBLE COBBLE 45 UNIt NO\lN SLOUCH 11 830910 1.18 0.00 RUBBLE COBBLE 46 UNKNOWN SLOUGH 11 830911 .40 .15 LARGE GRAVEL S.IALL GRAVEL 47 UNIt NO\olN SLOUCH 1l 830911 .24 .35 LARGE GRAVEL SHALL CRAVEL 48 UNKNO\olN SLOUGH 11 830911 .90 0.00 RUBBLE COBBLE 49 UNltHOWN SLOUGH 11 830911 1.20 .05 LARGE GRAVEL RUBBLE 50 UNIt NO\olN SLOUGH 11 830911 1.10 0.00 RUBBLE LARGE GRAVEL 51 PRESENT SLOUGH 11 830911 2.90 0.00 RUBBLE LARGE GRAVEL 52 PRESENT 10 '-J SLOUGH 11 SIDE CHANNEL (UPPER)830823 1.50 2.10 RUBBLE LARGE GRAVEL 9.1 1 UNKNOWN I SLOUGH 11 SI DE CHANNEL (UPPER)830823 2.30 2.40 SAND RUBBLE 9.1 2 UNltNO\olN:r:- I 00 INDIAN RIVER (HOUTH)830820 1.40 .60 RUBBLE LARGE GRAVEL 8.5 8.2 1 INDIAN RIVER (HOUTH)830820 1.20 .15 RUBBLE LARGE GRAVEL 8.4 8.1 2 INDIAN RIVER (HOUTH)830820 1.90 .42 RUBBLE LARGE GRAVEL 8.8 8.2 3 SLOUGH 17 830820 .10 .20 LARGE GRAVEL RUBBLE 5.0 5.4 1 PRESENT 60 SLOUGH 17 830820 .80 .40 LARGE GRAVEL RUBBLE 5.1 5.2 2 PRESENT 65 SLOUGH 17 830901 1.10 0.00 LARCE GRAVEL RUBBLE 4.8 5.0 4 UNKNOWN SLOUGH 17 830901 1.50 0.00 LARGE GRAVEL SHALL GRAVEL 4.1 4.8 5 UNKNO\olH SLOUGH 17 830901 1.90 0.00 RUBBLE COBBLE 4.1 4.8 6 UNKNOWN SLOUGH 17 830901 2.60 0.00 RUBBLE COBBLE 5.0 1 UNKNO\olH --------------------------------------------------------------------------------------------------------------------------------- --..J ..J ..J .:.J Table 7-A-3 Habi tat da ta collected at sockeye salmon redds. •--------------------------------------------------------------------------------------------------------------------------------- VATER VELO-SUBSTRATE WATER TEMPERATURE C c)DISTANCE DEPTH CITY ----------------------------------------------REDO Crt)TO LOCATION DATE Crt)CFT/s)PRIMARY SECONDARY I NTRAGRA VEL SURFACE NO.UPWELLING UPWELLING --------------------------------------------------------------------------------------------------------------------------------- SLOUGH SA W.FORK BIL TR.II S30909 .60 RUBBLE COBBLE ~.9 10.4 I UNKNOWN SLOUGH SA W.FORK BIL TR.II S30909 .70 RUBBLE COBBLE ~.7 10.~2 UNKNOWN SLOUGH SA W.FORK BIL TR.11 S30909 •7 ~LARGE GRAVEL COBBLE 4.7 7.2 3 UNKNOWN SLOUGH SA W.FORK BIL TR.II 830909 .90 LARGE GRAVEL RUBBLE 6.6 9.3 4 UNKNOWN SLOUGH SA W.FORK BIL TR.11 830909 .70 LARGE GRAVEL RUBBLE ~.O 9.3 ~UNKNOWN SLOUGH SA W.FORK BIL TR.11 830909 .60 RUBBLE COBBLE 6.~9.8 6 UNKNOWN SLOUGH SA W.FOlX BIL TR.11 830909 .60 LARGE GRAVEL RUBBLE ~.1 9.8 7 UNKNOWN SLOUGH SA W.FOR](BIL TR.11 &30909 .60 RUBBLE COBBLE 4.4 9.~S UNKNOWN SLOUGH SA V.FORK BIL TR.II l!30909 .40 RUBBLE BOULDER ~.O 8.8 9 UNKNOWN SLOUGH SA W.FOR](BIL TR.11 830909 .90 SHALL GRAVEL LARGE GRAVEL ~.7 8.0 10 UNKNOWN "-J SLOUGH SA W.FORK BIL TR.11 830909 1.00 LARGE GRAVEL RUBBLE 6.1 7.9 11 UNKNOWN I SLOUGH SA W.B/L TR.11 S30909 1.~0 RUBBLE COBBLE 6.~8.9 12 UNKNOWN):>FOR]( I SLOUGH SA W.FORK BIL TR.II 830909 1.00 LARGE GRAVEL RUBBLE ~.1 S.9 13 UNKNOWN.-... ~SLOUGH SA W.FOR](B/LTR.II 830909 1.00 LARGE GRAVEL RUBBLE L3 8.7 14 UNKNOWN SLOUGH SA W.FOR](BI L TR.11 S30909 1.10 RUBBLE COBBLE 6.4 9.0 IS UNKNOWN SLOUGH SA W.FOR](BIL TR.II 830909 1.90 LARGE GRAVEL COBBLE ~.1 9.0 16 UNKNOWN SLOUGH 11 830910 1.68 0.00 RUBBLE COBIILE 1 UNKNOVN SLOUGH II 830910 1.10 0.00 SAND LARGE GRAVEL 2 PRESENT 1~ SLOUGH 11 830910 .92 0.00 RUBBLE COBBLE 3 UNKNOWN SLOUGH 11 830910 .92 .20 RUBBLE SAND 4 UNKNOWN SLOUGH 11 830910 .62 .70 LARGE GRAVEL SHALL GRAVEL ~UNKNOWN SLOUGH 11 830911 2.00 0.00 RUBBLE COBBLE 6 UNKNOWN SLOUGH 11 S30911 .60 0.00 LARGE GRAVEL SAND 7 UNKNOWN SLOUGH 11 830911 .~o 0.00 RUBBLE LARGE GRAVEL 8 UNKNOWN ____•_________________________________________________________________________________________________________________________M ___ 1 __\_--1, Table 7-A-3 Continued ,J'"'/'-'/)I''.//.-~~~~__L~~~-----------------------------_ SUBSTRATE DISTANCE REDD (FT)TO NO.UP\lELLlNG UP\lELLINv \lATER TEHPERATURE (C) INTRAGRAVEL SURFACESECONDARYPRIHARY \lATER VELO- CiTY ------------------------(FT/S) DEPTH (FT)DATELOCATION .. SLOUGH 11 SLOUGH 11 SLOUGH 11 SLOUGH 11 SLOUGH 11 SLOUGH 11 SLOUGH 11 SLOUGH 11 SLOUGH 11 SLOUGH 11 830911 830911 830911 830911 830911 830911 830911 830911 830911 830911 1.20 .80 .60 1.30 1.60 1.30 1.00 .70 .90 .60 .10 RUBBLE LARGE GRAVEL .OS LARGE GRAVEL RUBBLE 0.00 RUBBLE COBBLE 0.00 LARGE GRAVEL RUBBtE 0.00 RUBBLE LARGE GRAVEL 0.00 LARGE GRAVEL SAND 0.00 SHALL GRAVEL SAND 0.00 LARGE GRAVEL RUBBLE 0.00 SHALL GRAVEL LARGE GRAVEL 0.00 SHALL GRAVEL RUBBLE 9 PRESENT 10 UNKNO\lN 11 UNXNO\lN 12 PRESENT D PRESENT 14 PRESENT 1S UNXNOlolN 16,UNXNOlolN 17 UNXNO\lN 18 UNXNOlolN 0.00 LARGE GRAVEL StlALL GRAVEL 0.00 LARGE GRAVEL SHALL GRAVEL ....... I P I...... Ul SLOUGH 17 SLOUGH 17 SLOUGH 21 (SLOUGH ONLY) SLOUGH 21 (SLOUGH ONLY) SLOUGH 21 (SLOUGH ONLY) SLOUGH 21 (SLOUGH ONLY) SLOUGH 21 (SLOUGH ONLY) SLOUGH 21 (SLOUGH ONLY) SLOUGH 21 (SLOUGH ONLY) SLOUGH 21 (SLOUGH ONLY) SLOUGH 21 (SLOUGH ONLY) SLOUGH 21 (SLOUGH ONLY) SLOUGH 21 (SLOUGH ONLY) SLOUGH 21 (SLOUGH ONLY) 830901 830901 830831 830831 830831 830831 830831 830831 830831 830831 830831 830831 830831 830831 2.30 2.30 .40 .40 .30 .SO .2 S .4S .SO ••80 .90 .40 .70 .70 .20 .90 .01 .10 .30 .20 0.00 .OS .1 S .40 .1 S .10 RUBBLE COBBLE RUBBLE LARGE GRAVEL LARGE GRAVEL BOULDER BOULDER COBBLE RUBBLE RUBBLE BOULDER BOULDER LARGE GRAVEL LARGE GRAVEL LARGE GRAVEL SHALL GRAVEL SHALL GRAVEL LARGE GRAVEL SHALL GRAVEL LARGE GRAVEL LARGE GRAVEL LARGE GRAVEL LARGE GRAVEL LARGE GRAVEL 4.0 4.S S.O 4.6 4.3 4.7 4.3 4.0 4.1 4.7 4.6 4.4 4.1 4.2 4.9 S.O S.6 6.J 7.0 6.6 6.1 6.4 S.1 6.2 6.1 6.1 6.1 6.2 1 2 2 3 4 S 6 7 8 9 10 11 12 D UNXNOlolN UNXNOIlN UNKNO\lN UNXNO\lN PRESENT UNXNO\lN UNXNOIlN UNXNOlolN PRESENT UNKNO\lN UNXNO\lN UNKNOIlN UNXNO\lN UNKNOIlN l n r L r t CHANNEL CHARACTERISTICS GENERAL DESCRIPTION •DRAFT/PAG~9/14/84 9/7 /84,9/10/84 WINTER/Appendix 6-A hi gh steep cut·bank that is thi ck1y vegetated wi th shrubs and trees. Pool/riffle sequence predominates throughout the side channel except for a backwater area at the mouth.The lower half of the side channel consists mostly of a gravel/rubble sU?$trate,while the upper half is cobble/boulder.Silt/sand deposits are found in the pool areas and in th~backwater area at the mouth.The overall side channel gradient is 20.5 ft/m;' Side Channel 10 is initially breached at a mainstem discharge of approx- imately 19,000 cfs.The initial and controlling breaching discharges are the same at this site.Once the channel is breached,the water becomes turbid:The first 900 feet of the side channel is a long pool, influenced by mainstem backwater.It generally remains turbid while the rest of the slough is clear.There are several intermittent channel s intersecting the gravel bar forming the south bank,which contributes additional flow to the side channel.The exact discharge at which they become watered has not been determined.Below the breaching discharge, base channel flow is maintained by runoff and groundwater seepage. Slough 11 -RM 135.3 Slough 11 is approximately one mile long and is located on the east bank of the Susitna River (Appendix Figures 6-C-12 to 6-C-14).Both the head and the mouth of the slough join side channels of the mainstem Susitna River.The slough has a winding channel that is a series of pools and riffles with an overall gradient of 19.8 ft/mi.Substrate in the upper half of the slough is composed mostly of cobble/boulder with the lower half composed of gravel/rubble.Silt/sand deposits are confined mostly to the backwater pool at the mouth.This pool is formed by a relatively stable sand/gravel bar at the mouth.The slough channel is broad in general,being enlarged by dramatic break-ups which occurred in previous years.The steep banks are approximately six feet high and sparsely vegetated.. Slough 11 has an identical initial and controlling breaching discharge of ap~roximate1y 42,000 cfs.The slough was last observed breached in 1981.In an unbreached state,intragrave1 flow can be observed enter- ing the slough through the berm at the head.However,this flow is minimal and below breaching discharges most of the upper third of the slough is dewatered with isolated shallow pools.Surface runoff and upwell ing maintain flow in the lower two thirds of the slough.The backwater pool at the mouth exhibits considerable fluctuation in direct response to changes in mainstem discharge.The backwater area is quite broad,encompassing the entire slough width,in contrast to the narrow channel in the rest of the slough. Upper Side Channel 11 -RM 136.0 Upper Side Channel 11 is located on the east bank of the Susitna River and flows in an approximate east-west direction (Appendix Figures 6-C-12 to 6-C-14).The head of the approximately 2,300 foot side channel is a Although it was not observed during this study period,mainstem discharge records indicate that this slough was breached in the spring of 1984. .. I I I I I I I I I I I MAPS ......••--~~--~-- ----------------- • • SLOUGH II a UPPER CH.ANNEL II §)DATAPOD DISSOLVED GAS/ TEMPERATURE REr.~DE R- A Maln.t.m 8.low Gold Cr, C!]DATAPOD TEMPERATURE RECORDER B SlouVh II-Site 2 C Upper Sid.Chonn.1 li- S It.3 D Upp.r Sid.Chann.1 ,,- Sit.2 o tOOO I I FEET (ApprOi.Seol.) 5 ....•:.::::.::,::.::~ W I ~ I N lO Ln ~....-,',~,era I .-- Sf"'t S'"'l!llu3WJbAA A;Slough 10 NO~~'.)trf.,~..tatlUfls at ~Iough 1 - . •··ii·~··._erii.RiH..13~.4~'iO Gl 0 '._s •S31N03W36A~A No~~~e;~~,CRMh 134.0,, e .annel 10 _ Figure 3-A-l1.locations of the temperature monitoring stations at Slough 11 -Site 2,RM 135.7, GC S31N02W190AOi Upper Side Channel 11 -Sites 1 and 2,RM 136.3 GC S31N02W20BBO; and Mainstem Susitna River below Gold Creek,RM 135.8,GC S31N02W20BAC. '1\tV~-~,, "~li'!a 2:4.1~_-.....·I I II ;~l'3ska Rail road 3 ri cge 901.sandy silt lJ~cobble • SLCU(;;~~!O. 11 A~pendix Figure 7 •r1ap of Slou9hs ~:o.11,No.12 and ~Io.13 as co~~osed on Auaust 9,De"i l's C.:.nyon Project.,1974. .. 90%sandy silt 107.cobble 8S't sandy • SLOUGH NO. 11 50 T 75 yds. Beaver Lod~e Appendix Figure 1~.Map of Sloughs Nu~bers '1,12,and 13,Susitna River as composed on August 9,Devil Canyon Project.1974. 69 MAPS MAPS 180-0'00•• ~.. z'6'0 5 615 > Ie W ~ :::l 870a:.... ill!UGH "ITRU~~!poPAOflL[STUD.,ARU ~nlllAMIlO SlAlION THALWEG PROFILE SLOUGH II SURFACE SUBSTRATE TYPES D liLT'lAND EJ IIIIAVll ,ItUIILI ~CO"LI ,.OULDllI IIUIITNA 11I1'1111I IIIIAC"IIIAOII"'-IO.'II'.11 40'002~OO20+00 STREAMBED STA nON .!ltOO 160-f------,r------r-----r------,-----,-----y------,----.,..----.,------,-----r----y-- -10 tOO • Figure 2-19 Streambed (thalweg)profile of Side Slough 11 (RH 135.7). -1-- .. SILT'SAND GRAVEL'RUBBLE COBBLE'BOULDER PASSAGE REACH IISLOUGH PASSAGE REACH LOCATION S c::::J c::=:J ~ !'+--+I o PROFll(STUOY AR(A ~STR£A"I8£O STATION 68S 30+()() ,'"1~--r_,....-__-.-~=~_-.-~===U=r==::!:!_-.Jo.....:.o:J~lIL~__!;==-==~J;:==="JZ:"==;r==='~II (~I ..-....I • ,110(- . 660 -10+00 -S'OO 0.00 5'00 10+00 IS'OO 20-+00 2:i+OO 680 -=..-- Z 0....61S <l> W ...J W W WS£L 6): :J 610 rl.OOOct.cr:n ..OOt;'•....1••tOOc.. IO,toOt" 66S ....&0... r· STREIIMBED STATION lI ••,) .' 6-E-7 Thalweg profile of Slough 11 •VOLIV/APPE/4-E-44/PAGE 1 830127/ADFG04/-et':"'"'l4.-:"4---- Table 4-E-44.Data (ft)for streambed (thalweg)profile of Slough 11, 1982 (see'pages E-3,-4 for definitions of terms). Thalweg WSE aPointDistanceStationElevationDepth Conments 1 -7 +09 662.80 1.70 664.50 Below mouth 165 2 -5 +44 664.00 0.52 664.50 Below mouth 300 3 -2 +44 665.30 0.50 665.80 Below mouth 115 4 -1 +29 665.15 1.03 666.15 Below mouth 129 5 o +00 665.45 0.85 666.30 Mouth 171 6 1 +71 666.00 0.37 666.35 Top pool 137 7 3 +08 667.90 0.49 668.40 Top riffle 212 0.90 b 668.45 b85+20 667.55 Top pool 72 9 5 +92 668.30 0.33 668.65 Top riffle 235..10 8 +27 668.25 0.45 668.70 Top pool 124 11 9 +51 668.95 0.55 669.50 Top riffle..157 12 11 +08 669.25 0.43 669.70 Top pool 94 13 12 +02 670.00 0.44 670.45 Top riffle..325 14 15 +27 669.80 0.91 670.70 At R &Mwell 79..15 16 +06 670.50 0.21 670.70 Top pool 35 16 16 +41 670.75 0.30 671.05 Top riffle..218 17 18 +59 669.65 1.32 671.00 Pool 139 18 19 +98 671.05 0.27 671.30 Top pool•51 19 20 +49 673.15 0.24 673.35 Top riffle i 117•20 21 +66 673.55 Ice 673.55 Pool 300 I 21 24 +66 673.05 0.51 673.55 Top pool•56 22 25 +22 674.30 0.28 674.55 Top riffle 241 ~23 27 +63 674.40 0.25 674.65 Top pool --4-E-55 ,';}..DVOLIV/APPE/4-E-44/PAGE 2 830127/•ADFG04/et44 Table 4-E-44.(Continued)• • ,Thalweg WSE aPointDistanceStationElevationDepth Cormnents I 48II24 28 +11 675.15 0.25 675.40 Top riffle 300 Poolc2531+11 675.45 II 300 Top poolc2634+11 675.35 302 C2737+13 677.30 128 Channel c2838+41 682.80 154 Channel cII2939+95 679.75 100 Mound c3040+95 682.55r190 Mound c3142+85 680.70 211 Btm.poolcr3244+96 680.25 106 33 46 +02 680.40 Top poolc ;68r34 46 +70 682.80 Mound c 177 Btm.poolc3548+47 681.35 r 139 Top poolc3649+86 681.35 123 Head ct3751+09 684.60 aWater surface elevation.r bEstimated value. cNo water present at time of survey. I I • •4-E-56 CROSS-SECTIONAL DATA 190160 (lea)\.!...-~, 140 \I f _-(" I \ I i .' J "1' .,.... 40J 60 80 100 120 CANNEL WIDTH (feel) RM 13~,3 MOUTH ~ 20 664 I I ' o :.-~.___.~~..:-.:.:...=~_~__.-=-_..~.:L~~··~..._.;·~._ RIoC IS5,1 IoCIO-SLOUGH SLOUGH II 668-1-1-----~--_--__,---.-----~--~-------, o 20 40 60 80 I~O 120 140 160 I 666 616 614 618 680 68Z ZZOzoo180160 ,- 140IZO I~.IOO '27,500 MQin~'.m 100 ~, --- :.-:.' BO DISCHARGE (ets) ~.I 5.5 SlouQh ~;d -S'ouQh 60 R'"I)6.~liE AQ 8 ... 40 08SERVA TION ;/ ZO •••.""pO. o 688 Figure 4-A-33.Cross sections of the head,the mid-slough and mouth of Slough 11 depicting the water surface elevation corresponding to the slough and mainstem discharge. 690 <U <U w ::> a: I-684 zo I- 4>w ..J 686 W -= 4·l,'t"..·4i/ -- ~,, j ,j I J ,l -I _l j J J -'I ,J J .1 J t.. Ii_ .-:- " ;[)I,... ,-I -!.- i.-I I•I.. ! '* , DESCRIPTION BJlE BOTTOM OF LOW BANK MIDDLE BANK BANK BOTTOM OF LOW BANK MIDDLE BANK LWE LBHP ALCAP 1&M 135.5W1LB CB TOP OF LEFT BANK.EDGE VEGETAnON -------------------------- iTAnON ELEVAnON 0.0 672.77 0.0 672.57 ~.O 670.96 16.5 670.42 41.0 669.14 64.4 668.15 83.4 667.45 107.6 667.64 114.8 667.38 120.0 666.60 126.5 666.30 133.2 665.81 137.0 665.61 144.0 665.83 148.4 665.45 54.0 665.75 155.7 666.31 162.2 666.88 173.5 667.78 184.6 669.24 186.6 671.97 186.6 674.00 I endix Table 2-B-35.Cross sectional elevations obtained at Side Slough 11 mouth.staff gage 13S.3W1. Surveyed by ADF&G on October 19.1983. It • •I ~ i r r r r I r r I I i i •L •. I Appendix Table 2-B-36. STATION.ELEVATION. 0.0 674.36 0.0 674.06 11.5 673.69 23 .5 674.19 43.6 673.04 72.0 672.19 98.0 671.53 107.6 670.74 118.7 670.71 125.6 669.77 129.9 669.83 147.3 6.70.78 162.6 674.27 , Cross sectional elevations obtained at Side Slough 11 (Q site),staff gage 135.3S6. Surveyed by ADF&G on June 29,1983. DESCRIPTION LBHP ALCAP R&M 135.7S2RB GB LEW THALWEG lEW MIDDLE OF RIGH BANK ?end:i%Table 2-8-37.CrOBS sectional elevations obtained at Side Slough 11 head,staff gage 135.3H3. Surveyed by R&M in 1982. STAnOH ELEVAnON DESClUP'IION ;.. 0.0 688.67 L!HP ALCAP 1t&M LJlX44 13.0 688.10 TOP BANK 21.0 685.30 BOTTOM OF BANK 31.0 684.80 40.0 684.90 53.0 685.10 65.0 684.90 79.0 684.70 90.0 684.90 98.0 684.00 108.0 684.20 116.0 685.50 129.0 685.40 140.0 685.60 154.0 685.70 8.0 685.60 .182.0 685.10 197.0 685.80 213.0 686.60 229.0 687.30 246 .0 687.70 263.0 688.30 280.0 688.80 292.0 689.00 TOP OF BANK 299.0 689.70 GB .~.._.......'--"-..-......._...•..0_- NOlIciIlI::>s~a NOUYA:rIA O-LO£: HOlIns ., l I 1 1 I • -.......•• SlOUGH II 6 In"I.'........:r~'1\:_011 L....T......_-..-. UI Q liTE GAGE 130."t ••• ;; ~••• ~~.10..oe >"'... ..J......er. :l II:..••• ••• 0 .0 .0 10 10 100 '10 .10 '10 110 I 0 HORIZONTAL DISTANCE (,..11 I"110 100 •0 "I WOUTH ...HfAD GAGE 130.3WI GAGE IU.!H3....11 ;;;!"4 -•II• Z ~'10 Z ••00..j:oe >11.oe .UW>.....J ..JWWIII ".W W :;).......,.:la::".100...a::........11,e.'H,'.r..........•••0 10 '0 ••10 100 .10 "0 110 110 I •0 10 40 10 10 100 110 140 HORIZONUL DISTANCE .,..1)HORIZONTAL DISTANCE cr ..11 Figure 2-20 Cross section profiles developed for within Side Slough 11. staff gage sites