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HomeMy WebLinkAboutAPA2IJ8 i 3~~~~~~n~~.~~?@ . ~~~ t Documem Number ---- ~~ :! ,. : Please~rn To ! DOCUMENTCONTROL I -· ..,._.. SUS II NA HYDROELECTRIC PROJECT I -'· I I ~ . ,• ' 198.2. ·H·,tDROGRAPHIC SURVEYS REPORT . I r r· r . i . ! : l t . I ~ ) f I I I I I ,. r· PIIEPAAETJ & Y : I a~~~- I ·. DECEMBER 1982 PR!YA~EO ~Of!: f II ll II i "-------J L .ALASKA POWER AUTHORITY. ____ __; ' .. l• I ~ . '. . ~ ... I I ~ -.f <-' ; ,r / ) / -;.!, ... I , \ . ' ' •• '• ·, ) • I . : ., '• , .. ..... l ' • ,. J . ' \ \ \ . ' . I ' i ·. ... ' . ... ' \ . •' I f I , • ' I ~ . ·, . \ r I I ' ' . ··:·'· '·•·' I ,. ,·, ' ' '· ''•' .. ... ' • I. .. I .. ·. ) I ' . I ,I ' .. ' ,. . ..... •' I'· I '• I :., . 'ti '· .l \. ., ' ' J./. ·: I· ,- • 1 . · .. ~~~·· .. •. s6/z ALASKA PO\VER AUTHORITY SUSITNA HYDROELECTRIC PROJECT TASK 2 -SURVEYS AND SITE FACILITIES 1982 HYDROGRAPHIC SURVEYS DECEMBER 1982 Prepared for: ACRES AMERICAN INC. 1000 Liberty Bank Building Main at Court Buffalo, New York 14202 Telephone: (716) 853-7525 Prepared by: R&M CONSULTANTS, INC. 5024 Cordova Street Anchorage, Alaska 99502 Telephone (907) 279-0483 s6/z ALASKA POWER AUTHORITY SUSITNA HYDROELECTRIC PROJECT HYDROGRAPHIC SURVEYS 1982 HYDROGRAPHIC SURVEYS REPORT TABLE OF CONTENTS ACKNOWLEDGMENTS 1 -INTRODUCTION 1 • 1 Objectives 1 • 2 Scope of Work 1 . 3 Report Contents 2 -PROCEDURES 2.1 Monument Identification 2. 2 Slough Surveys 2.3 Tributary Surveys 2.4 ICESIM Cross Sections 3 -REFERENCES ATTACHMENT A -Tabulated elevations, identifications and descriptions of R&M Consultants survey monumentation. 1980-1982. ATTACHMENT B -1982 Slough cross section notes and graphical plots. ATTACHMENT C -1982 ICESIM cross section plots and updated HEC-2 data file printout. ATTACHMENT D -Susitna River, Hydrographic Maps. - i - ii 1-1 1-1 1-1 1-2 2-1 2-1 2-1 2-2 2-3 3-1 s6/z ACKNOWLEDGMENTS These river surveys were conducted under contract to Acres American, Inc., for the Susitna Hydroelectric Feasibility Study. This program was coordinated in collaboration with the Alaska Department of Fish & Game. The survey crews were supervised by Larry Nicholson ( R&M). Carl Schoch coordinated the surveys program, reduced and analysed the data, and prepared this report. -ii - s6/z 1 -INTRODUCTION 1 . 1 -Objective Hydrographic Surveys, Subtask 2.16 of the Susitna Hydroelectric Feasibil- ity Study, was expanded in 1982 in order to provide additional data for further study of fisheries habitats, stream perching and ice cover model- ling. This report presents the R&M Consultants field procedures and descriptions for monument identification. The objective is to provide future field crews and data users with an explanation of the methodology and to encourage standardization or improvement. 1.2 -Scope of Work The primary data gathering effort concerned flow regimes through Susitna River side channels and sloughs. Sixty-nine additional cross sections were surveyed in selected slough spawning habitats between Portage Creek (RM 149) and Goose Creek (RM 70). These data will be useful in assessing potential detrimental effects to resident fish and fish fry by post-project reservoir discharges. The natural flow regime through the sloughs is dependent upon groundwater infiltration and main stem discharges. Prior to the spring breakup the sloughs are generally isolated from the mainstem at the mouth by a dewatered channel and by a berm at the upstream entrance or head. Rapid increases in river stage caused by freezeup or breakup ice jamming on the mainstem -:ould result in water breaching the berm and flowing through the slough. Often vegetation is scarred and the configuration of gravel bars altered as ice blocks are swept through the channel. These floods are usually of short duration, and when the water subsides the sloug_h is again isolated from the mainchannel. With summer runoff the river discharge increases, and the stage is usually high enough to open the mouth of the slough to mainstem flow. Characteristically a backwater pool forms at the mouth providing migrating fish with sufficient water to negotiate the shallows and swim up into the slough. Occasionally a severe summer flood will again breach the berm at the head and mainstem flow will pass through the slough. As precipitation decreases and summer flows subside, prior to freezeup, the access channels are dewatered and the sloughs are once again isolated. It may be evident from the described flow sequence that access channel elevations are critical to the flow regime within the sloughs and therefore imnortant to fisheries habitats. The post .. proj~ct regulated summer flow is expected to be significantly less than normal and a concern was indicated about whether the flow within the sloughs will remain adequate to support resident populations as well as providing access to migrating salmon. Con- versely the winter discharges will be dictated by energy requirements. This may potentially open the sloughs to mainstem flow and circulate the relatively warm (4°C) water through the spawn habitat. Therefore, in 1-1 , sG/z order to effectively model the flow behavior within the sloughs and deter- mine mitigation measures necessary to accommodate spawning fish, detailed channel cross sectioning was required. These data will determine critical elevations for flooding and dewatering of access channels. Under Subtask 3.03 and in conjunction with the flow regime study of the sloughs, streamgages and strip chart recorders were installed in five separate sloughs to monitor water levels and record any sudden flow variations such as during breaching of the berm at the slough head. In addition, discharges were periodically measured and a stage-discharge curve was developed for 11 sloughs, including the recorder sites. This information will be published in the report Field Data Collection and Processing, Supplement 1 (R&M, 1982a). A secondary objective, incorporated into the 1982 survey program, was to gather cross section and profile data on selected tributaries to the Susitna downstream of Devil Canyon. \\'hen bed material is large enough to remain stable even during high flows, then the bottom is considered armoured, and insignificant degradation of the channel will occur. If an armoured bottom exists at the mouth of a tributary to the Susitna, and anticipating below normal Susitna water levels due to regulated flow during post-project reservoir operation, then it is conceivable that some tributaries may become "perched" or elevated. This could virtually isolate these streams and prevent access to migrating fish. Nineteen tributaries were identified for the study, and profiles were surveyed on each as well as a cross-section near the mouth. The results of this assessment have been published in Tributary Stability Analysis, (R&M, 1982b). The final project that identified a need for further survey data was the river ice processes study conducted by Acres American. Thirty-two additional main channel cross sections were surveyed, nine downstream of Talkeetna and the remammg upstream to Sherman, supplementing the original lower river cross sections surveyed during 1980-1981. Of the original 62 cross-sections surveyed in 1980, cross section LRX-1 to LRX-5 were resurveyed to define changes in channel morphology near the Susitna/Chulitna confluence. These data were filed in HEC-2 format and transferred to Boeing Computer Services for storage on magnetic tape. Cross-section plots and the file printout are included in Attachment C. 1.3 -Report Contents Section 2 of this report presents an explanation of the alphanumeric identification system used for survey monuments and staff gages. The procedures used by R&M Consultants for surveying the sloughs and tributaries are also briefly described. For a detailed discussion on methodology however, refer to the Hydrographic Surveys Closeout Report ( R &M, 1981) . 1-2 s6/z Attachment A is a tabulation of elevations for the survey monuments established by R&M under Subtask 2.16 from 1980 to 1982. Attachment B contains the graphical plots of slough cross-section surveyed in 1982 as well as reproductions of printouts listing the station description and elevations. Cross sections plots for the ice studies computer model "ICESIM" are shown in Attachment C, and finally in Attachment D are the revised copies of the Susitna River Hydrographic maps which delineate the locations of all cross sections surveyed to date below Devil Canyon. 1-3 • s6/z 2 -PROCEDURES The general surveying procedures that were followed are described here. It should be noted that specific procedures may have varied somewhat due to channel configuration, water depth and restrictions imposed by weather conditions. 2.1 -Monument Identification Coordination of this survey effort with the Alaska Department of Fish and Game resulted in collaboration on a standard indexing and identification system. The purpose of the system was twofold, first to provide a unique label for each survey monument and second to assign a location code so that the monument can be relocated in the field or on a map by referring to river mile numbers and orientation within a drainage channel. The various drainage channels include tributaries (coded "T"), the mainstem Susitna (M), and sloughs (S). The sloughs are further subdivided to identify specific areas within the slough such as the upstream entrance or head (H), mouth (M), backwater (B) and secondary access channels (A). The location code was refined to identify the specific object at the site, such as temporary benchmarks or staff gages. Temporary benchmarks are designated with RB or LP. referring to right and left bank respectively. For all monuments set by R&M Consultants, this bank designation only applies when looking downstream. Staff gages. were usually set in a stepped series perpendicular to the flow. These are identified with an A, B or C designation starting with the gage nearest the bank labelled ''A". For example, an aluminum cap stamped 144.8 H RB can be found on the Susitna River Hydrographic maps (Attachment D) by following the the river mile numbering system to Sheet 4. The first four digits of the code coincide with river mile estimated to the nearest l/10 of a mile. The "H" in the code stands for head of a slough and "RB" refers to the right bank of the slough channel. 2. 2 -Slough Surveys All elevations surveyed in the sloughs are based on and tied in to existing vertical control, either R&M monumentation established during the 1980 cross-section surveys or National Geodetic Survey first-order benchmarks along the Alaska Railroad tracks. A level line was first surveyed through the sloughs and temporary benchmarks established at the sites selected to be cross-sectioned. These temporary benchmarks are 24" rebar, 5/8" in diameter, driven into the bank on both ends of the cross-section site. A 2" aluminum disk in sets on the rebar, and this provides the control surface. In areas near existing cross-sections, a spike was set in a tree trunk in place of an aluminum cap. This, however, applied to only one end of a transect, the opposite end having the normal rebar and "Aicap". Elevations were established on the temporary benchmarks, and the level line was either looped back to the initial starting elevation or tied to the nearest existing datum. This double running of each level line assured 2-1 s6/z that no errors were made and that all elevations are within the standard degree of error for 4th-order surveys. If the initial or control level line closed well, then the cross-sections were surveyed. Each study slough had, in general, the following areas identified as critical and to be cross-sectioned: 1. The head or upstream entrance of the slough and across the highest and lowest points on the berm. These data are for determining the critical mainstem flow required to breach the berm. 2. The mouth of the slough, also across the highest and lowest points, in order to define the critical low water level of the main stem before the slough is cut off. 3. In the backwater area above the mouth of the slough but down- stream of any riffles or shallows. This backwater area is char- acteristically recognized caused by ponding of water caused by the backfilling or eddy of mainstream flow. The water surface within the backwater area is directly dependent on the water surface in the mainstream. 4. Access channels were also cross-sectioned, since many of these convey water to the slough from the mainstem (Slough 21). 5. Some intensive habitat study sites, such as Sloughs 8 and 9, required further cross-sectioning near tributary confluences and groundwater wells. Water surface elevations were surveyed and a bottom profile estab- lished on all cross-sections. When sections were too deep to wade, th~n soundings were made from a boat. A staff gage was set on every cross-section if one had not already been placed by the Alaska Department of Fish and Game. Elevations were brought in from the NGS 1st-order level line along the Alaska Rail road, which established true elevations on monuments in Birch Creek, Sunshine Slough, Rabideux Creek, Whitefish Slough and Goose Creek. Cross-section locations are shown in Attachment D. 2.3 -Tributaries The stability analysis for determining whether a stream will become perched required a thalweg profile and cross-section at the mouth. The profile e)(tended from about 1,000 feet upstream of the confluence to an arbitrary point opposite the confluence, across the first deep channel of the Susitna. 2-2 sS/z Stations were established at 50-foot intervals along the thalweg, where the bottom elevation was determined as well as water surface elevations. The thalweg profile was extended across the Susitna in order to define the slope where the tributary flows into the Susitna. This mainstem profile extension required the use of a sounding weight and a boat. A cross·section of the tributary channel was required at a represen- tative section near the mouth. Temporary benchmarks were placed at each end of this section. These benchmarks were the reference datum for the elevations used in the analysis of the tributaries. 2 .4 -ICESIM Cross Sections In order to provide additional information for the Acres ice cover model "ICES IM'', main stem cross sections were surveyed in the conflu- ence area near Talkeetna and at key locations upstream to Sherman. The ice cover model is intended to provide information on ice cover thicknesses, upstream ice cover extent and ice jam locations before and after dam construction. The area of particular interest is at the confluence of the three rivers -Chulitna, Susitna and Talkeetna near the town of Talkeetna. Because of the intricate channel morphology at and downstream of the conflt.Jence, the additional cross-sections were concentrated in this area. Downstream of LRX-1, nine additional cross-sections were surveyed across the entire active flood plain. Between LRX-1 and LRX-5, thirteen new cross were surveyed. The remaining ten cross-sections were surveyed at key locations identified as sites of recurring ice jams or points of diverging or converging channels. The procedures established during the 1980 cross-section surveys were followed this year to maintain a standard format, with the exception that in 1982 an aluminum cap monument was set at both ends of the tr3nsect. In 1980 only one monument was set for each cross-section, usually on the left bank. This addition was a result of problems encountered in relocating several of the 1980 monuments. Vertical control for cross-sections below Talkeetna was taken directly from NGS benchmarks. Upstream of Talkeetna, the original 1980 monuments were used for reference elevations. Cross-section locations are shown in Attachment D. 2-3 sG/cc 3 -REFERENCES R&M Consultants, Inc. 1982a. Field Data Collection and Processing, Supplement 1, prepared for Acres American Incorporated for the Susitna Hydroelectric Feasibility Study. Anchorage, Alaska. Rf..M Consultants, Inc. 1982b. Tributary Stability Analysis, prepared for Acres American Incorporated for the Susitna Hydroelectric Feasibility Study. Anchorage, Alaska. R&M Consultants, 1 nc. 1981. Hydrographic Surveys Closeout prepared for Acres American Incorporated for the Hydroelectric Feasibility Study. Anchorage, Alaska. 3-1 Report, Susitna r37/f ATTACHMENT A Susitna Hydroelectric Feasibility Study Tabulated Elevations, Identifications and Descriptions of R&M Consultants, Inc. Survey Monumentation, 1980-1982 r37/f THIRD AND FOURTH ORDER BENCHMARKS SET IN ASSOCIATION WITH 1982 SUSITNA HYDROGRAPHIC SURVEYS DEFINITION OF SYMBOLS AND ABBREVIATIONS A -Access. Designation established by R&M for identification of sur- vey monuments, referring to access channels leading to sloughs. A leap -Aluminum cap. A two inch aluminum disk usually set on 5/ · 8" rebar within .2 of a foot from ground level. Stamped R&M Consul- tants Inc., 1982 and with the location identification also stamped ir. block type. B -Backwater. Designation established by R&M for identification of survey monuments. Referring to pools in sloughs immediately upstream from the slough mouth. C.W. -Cottonwood. Abbreviation used in location descriptions. D.S. -Downstream. Abbreviation used in location descriptions. H -Head. Designation established by AD F &G for location identification of the upstream end of a slough where mainstem flow could diverge and flow through the slough. LB. & R.B.-Left and right bank respectively. This designation applies when looking downstream only. All R&M river bank designations are relative to the downstream view. LRX -Lower river cross section. Designation established by R&M for identification of mainstem cross sections which were used primarily for computer modeling. M -Mainstem. Designation established by ADF&G for identification of staff gages, referring to the main channel flow as opposed to side channels or flow through sloughs. Rebar -24" long steel rod, 5/8" in diameter. S -Slough. Designation established by ADF&G for use in labelling and identification of staff gages. S.G. -Staff Gage SL -Slough U.S. -Upstream. Abbr·eviation used in location descriptions T -Tributary. Designation established by ADF&G for identification of staff gages. A-1 r37/f W -Mouth. Designation established by ADF&G for use m labelling the mouth of sloughs where they converge with the mainstem. X-sec -Cross Section A-2 r37/el R&M CONSULTANTS TEMPORARY BENCHMARKS FOR MAIN CHANNEL CROSS SECTIONS 1980-1982* Monument Description R &M Rebar & AI cap on left bank of canyon R&M Rebar & Alcap on right bank of canyon R&M Rebar & Alcap on right bank of canyon R&M Rebar & Alcap on right bank of canyon R&M Rebar & Alcap on right bank of canyon R&M Rebar & Alcap on right bank of canyon R&M Rebar & Alcap @ center of photo panel R&M spike in 14" cottonwood, right bank R&M Rebar & Alcap, left bank near RM 147.6 R&M Rebar & A leap, left bank near RM 144.9 Nail in base of 16" cottonwood, top of right bank Rebar at toe of steep left bank Nail in root of cottonwood near RM 143.2 R&M Rebar & AI cap, left bank@ RM 142.3 R&M Rebar & Alcap, left bank@ RM 142.1 R&M Rebar & Alcap, top of left bank, main channel R&M Rebar & Alcap, Top of left bank, RM 140.8 R&M Rebar & Alcap, left bank on terrace R&M Rebar & Alcap, left bank tt RM 139.5 Nail in 6" C. W. on right bank at LRX-51 R&M Rebar & Alcap, left bank at RM 138.9 * NOTE: LRX-1 • LRX-62 were surveyed in 1980, LRX-63 -LRX-68 were surveyed in 1981, Identification LRX-68 L. B. LRX-67 R. B. LRX-66 R. B. LRX-65 R. B. LRX-64 R.B. LRX-63 R.B. TBM 153 LRX-60 L.B. LRX-59 L. B. LRX-59 R. B. TBM 101 LRX-58 R. B. LRX-57 L. B. LRX-56 L. B. LRX-55 L. B. LRX-54 L. B. LRX-53 L.B. LRX-52 L. B. Indian LRX·51 L. B. the remaining cross sections were surveyed in 1982. A-3 Elevation 861.70 853.47 853.75 852.72 848.23 847.11 844.26 845.92 831.87 796.80 797.59 767.05 773.41 761.68 759.30 748.51 741.20 733.76 735.67 716.01 717.86 r37/e2 R&M CONSULTANTS TEMPORARY BENCHMARKS FOR MAIN CHANNEL CROSS SECTIONS 1980 -1982* Monument Description Rr.M Rebar & Alcap, on steep bedrock, left bank R&M Rebar & Alcap, left bank at RM 138.2 RtM Rebar & Alcap, top of left bank R&M Rebar & Alcap, left bank at RM 137.2 R&M Rebar & Alcap, top of left bank, RM 136.9 R&M Rebar & Alcap, left bank at RM 136.6 Nail in 14" Cottonwood tree on right bank R&M RP-bar & Alcap, angle point on far left bank R&M Rebar & p,. "0, left bank main channel I '"> Nail in cottonwood treo:: on right bank R&M Rebar & Alcap, left bank RM 135.6 Nail in tree stump on l'ight bank R&M Rebar & Alcap, left bank RM 134.7 Nail in 14" cottonwood tree, right bank R&M Rebar & Alcap, left bank RM 134.2 R&M Rebar & Alcap, left bank RM 133.3 R&M Rebar & Alcap, left bank east channel R&M Rebar & Alcap, left bank RM 131.9 R&M Rebar & Alcap, lett bank RM 131.2 Spike in 36" cottonwood at crest gage R&M Rebar & Alcap, top of left bank * NOTE: LRX-1 -LRX-62 were surveyed in 1980, LRX-63 -LRX-68 were surveyed in 1981, Identification LRX-50 l.B. LRX-49 l. B. LRX-48 l. B. LRX-47 LB. LRX-46 L.B. LRX-45 L. B. LRX-44 R.B. LRX-44 L.B. LRX-43 L. B. LRX-42 R.B. LRX-42 LB. LRX--11 R.B. LRX--11 L. B. LRX-40 R. B. LRX--10 L. B. LRX-39 L. B. LRX-38 L. B. LRX-37 L. B. LRX-36 L. B. TBM-1 LRJ< -35 L. B. the remaining cross sections were surveyed in 1982. A-4 Elevation 709.34 733.40 700.48 700.48 700.17 690.81 693.48 688.67 683.11 676.71 703.81 664.55 703.01 663.30 676.53 652.06 647.98 650.08 631.37 63C.49 626.56 r37/e3 R&M CONSULTANTS TEMPORARY BENCHMARKS FOR MAIN CHANNEL CROSS SECTIONS 1980 -1982* Monument Description R&M Rebar & Alcap, top of left bank, west channel R&M Rebar & Alcap, left bank ma;n channel Nail in 12" cottonwood on right bank Identification Elevation LRX-34 L. B. 625.38 LRX-33 L.B. 615.53 619.05 R&M Rebar & Alcap, left bank RM 129.7 LRX-32 L.B. 608.72 R&M Rebar & Alcap, left bank main channel LRX-31 L. B. 603.50 R&M Rebar & A leap, right bank on veg. island LRX-30 N3 R. B. 599.75 R&M Rebar & Alcap, left bank an island, RM 128.7 LRX-30 N3 L. B. 600.99 R&M Rebar & Alcap, right bank on small island LRX-30 N2 R. B. 596.15 R&M Rebar & Alcap, left bank on sand bar LRX-30 Nl L. B. 592.33 R&M Rebar & Alcap, right bank, island w/lone C.W. LRX-30 N1 R. B. 593.44 R&M Rebar & A leap, top of left bank, RM 127.5 LRX-30 596.07 R&M Rebar & Alcap, top of left bank, RM 126.1 LRX-29 578.43 R&M Rebar & A leap, left bank of bypass channel LRX-28A L. B. 569.73 R&M Rebar & Alcap, right bank main channel LRX-28A R. B. 575.84 Spike in 48" cottonwood on left bank, RM 124.4 TBM-1 565.48 R&M Rebar & Alcap, top of left bank near cr·est gage LRX-28 561.80 R&M Rebar & Alcap, left bank at RM 123.3 LRX-27 552.71 R&M Rebar & Alcap, left bank at RM 122.5 LRX-26 547.80 R&M Rebar & Alcap, left bank at RM 122.1 LRX-25A L.B. 539.88 ~&M Rebar & Alcap, right bank of main channel LRX-25A R. B. 542.10 Nail in 1 6" cottonwood stump on left bank main channel * NOTE: LRX-1 -LRX-62 were surveyed in 1980, LRX-63 -LR)I-68 were surveyed in 1981, TBM "Tooth" the remaining cross sections were surveyed in 1982. A-5 539.50 r37/e4 R&M CONSULT ANTS TEMPORARY BENCHMARKS FOR MAIN CHANNEL CROSS SECTIONS 1980 -1982* Monument Description R&M Rebar & Alcap, left bank of east channel Spike in 15" spruce near Curry crest gage R&M Rebar & Alcap, left bank at RM 120.7 Nail in base of 15" spruce at angle point on island R&M Rebar & Alcap, left bank at RM 119.3 Nail in cottonwood on right bank at RM 119.2 R&M Rebar & Alcap, left bAnk by RR tracks R&M Rebar & Alcap, right bank at RM 118.4 R&M Rebar & Alcap, left bank of east channel R&M Rebar & Alcap, right bank of west channel R&M Rebar & Alcap, left bank at RM 117.2 R&M Rebar & Alcap, left bank at RM 116.5 R&M Rebar & Alcap, left bank at RM 115.9 R&M Rebar & Alcap, right bank main channel R&M qebar & Alcap, left bank east channel RM 115.3 Orange painted rock on right bank main channel R&M Rebar & Alcap, left bank at head of Lane SL R&M Rebar & A leap, right bank of west channel Nail set in tree at top of right bank R&M Rebar & Alcap, left bank at RM 113 R&M Rebar & Alcap, left bank at RM 112.7 * NOTE: LRX-1 -LRX-62 were surveyed in 1980, LRX-63 -LRX-68 were surve~yed in 1981, Identification LRX-25 L. B. TBM-1 LRX-.24 L.B. TBM "FLU" LRX-23 L. B. TBM "Fern" LRX-21 L. B. LRX-208 R. B. LRX-20A L.B. LRX-20A R. B. LRX-20 L. B. LRX-19 L.B. LRX-18C L.B. LRX-18C R.B. LRX-188 L.B. LRX-188 R.B. LRX-18A L. B. LRX-18A R.B. LRX-18 R. B. LRX-18 L.B. LRX-17 L.B. the remaining cross sections were surveyed in 1982. A-6 Elevation 536.55 534.20 531.39 528.18 530.53 518.94 523.74 511.45 511.20 505.98 503.98 496.41 500.57 492.29 485.72 482.71 482.21 479.35 471.44 469.91 471.59 r37/e5 R&M CONSULT ANTS TEMPORARY BENCHMARKS FOR MAIN CHANNEL CROSS SECTIONS 1980 -1982* Monument Description Spike in 48" cottonwood on right bank, weat channel R&.M Rebar & Alcap, left bank of east channel R&M Rebar & Alcap, right bank at toe of bluff R&M Rebar & A leap, left bank of east channel R&M Rebar r. Alcap, on right bank at toe of bluff R&M Rebar r. Alcap, left bank of east channel Rr.M Rebar & Alcap, top of left bank at RM 110.3 Spike in 25 .. cottonwood on right bank at RM 108.4 Spike 1n railroad tie on left bank at RM 108.4 R&M Rebar set near toe of right bank at RM 106.7 R&M Rebar & Alcap, left bank at RM 106.7 R&M Rebar & Alcap, left bank at RM 106.4 R&M Rebar & Alcap, right bank below bluff R r..M Rebar & A leap, left bank at RM 105.9 R&M Rebar £ Alcap, right bank below bluff R&M Rebar r. Alcap, left bank at RM 105.1 R&M Rebar r. Alcap, right bank of west channel R&M Rebar & Alcap, left bank at RM 104.8 Spike in 28" cottonwood on left bank of west channel R&.M Rebar r. Alcap, left bank at RM 104.1 R&M Rebar & Alcap, right bank in vegetation * NOTE: LRX-1 -LRX-62 were surveyed in 1980, LRX-63 -LRX-68 were surveyed in 1981, Identification LRX-16 R.B. LRX-16 l. B. LRX-15 R.B. LRX-15 L.B. LRX~14 R.B. LRX~14 L.B. LRX-13 L.B. LRX-12 R.B. LRX-12 L.B. LRX-11 R. B. LRX-11 L.B. LRX-lOC L.B. LRX-10C R.B. LRX-108 L.B. LRX-108 R.B. LRX-lOA L.B. LRX-10A R. B. LRX-10 L. B. TBM ''RAIN" LRX-9A L. B. LRX-9A R.B. the remaining cross sections werE:: surveyed in 1982. A-7 Elevation 465.45 469.58 457.73 468.25 450.66 450.92 454.43 434.38 449.02 413.28 420.88 420.32 416. 17 417.03 413.64 403.99 403.18 410. 15 404.63 404.80 392.93 r37/eG R&M CONSULTANTS TEMPORARY BENCHMARKS FOR MAIN CHANNEL CROSS SECTIONS 1980 -1982* Monument Description R&M Rebar & Alcap, left bank ar RM 103.4 Spike in 18" spruce near crest gages Nail in 18" spruce stump in right bank R&M Rebar & Alcap, left bank at RM 102.5 R&M Rebar & A leap, right bank near edge of veg. R&M Rebar & Alcap, left bank at RM 101.5 R&M Rebar on right bank of west channel R&M Rebar on right bank below Whiskers Cr. R&M Rebar & Alcap, left bank at RM 101 R&M Rebar & Alcap, left bank of east channel R&M Rebar & Alcap, left bank of east channel R&M Rebar & Alcap, right bank at RM 100.2 R&M Rebar & Alcap, left bank of east channel RtM Rebar & Alcap, right bank at RM 100.1 R&M Rebar & Alcap, left bank of east channel R&M Rebar & Alcap, right bank at RM 99.9 R&M Rebar & Alcap, left bank of east channel R&M Rebar L Alcap, right bank at RM 99.8 R&M Rebar L Alcap, left bank of east channel Spike in 1 0" Spruce near crest gages at RM 99. 5 R&M Rebar L Alcap, left bank of main channel * NOTE: LRX-1 -LRX-62 were surveyed in 1980, LRX-63 -LRX-68 were surveyed in 1981, Identification LRX-9 L. B. TBM-1 LRX-9 R.B. LRX-8 L. B. LRX-8 R.B. LRX-7 L. B. Elevation 387.82 397.06 393.75 385.64 383.70 369.26 TBM ''WHISKERS" 375.29 LRX-6 R.B. LRX-6 L. B. LRX-5 L. B. LRX-40 L.B. LRX-40 R.B. LRX-4C L.B. LRX-4C R.B. LRX-48 L. B. LRX-4B R.B. LRX-4A L. B. LRX-4A R. B. LRX-4 L. B. TBM-1 371.09 371.16 362.75 364.09 360.61 359.16 360.07 359.45 359.60 358.35 358.74 352.30 366.96 361.69 the remaining cross sections were surveyed in 1982. A-8 r37/e7 R&M CONSULTANTS TEMPORARY BENCHMARKS FOR MAIN CHANNEL CROSS SECTIONS 1980 -1982* Monument Description Identification R&M Rebar & A leap, right bank of west channel LRX-30 R. B. R&M Rebar & Alcap, left bank of main channel LRX-3C L. B. R&M Rebar & A leap, right bank on gravel island LRX-3C R. B. R&M Rebar & Alcap, left bank near slough head LRX-38 L. B. R&M Rebar & A leap, right bank on island at RM 98.9 LRX-3B R. B. R&M Rebar & Alcap, left bank of main channel LRX-3A L. B. R&M Rebar & A leap, right bank of island LRX-3A R. B. Nail set in cottonwood log on bank of island TBM "COAST" R&M Rebar & A leap, left bank of main channel LRX-3 LB. R&M Rebar & A leap, left bank of Susitna at RM 98.5 LRX-2C LB. R&M Rebar & Alcap, right bank of Chulitna River LRX-2C R. B. R&M Rebar & Alcap, left bank of Susitna at RM 98.3 LRX-28 L. B. R&M Rebar & Alcap, right bank of Chulitna River LRX-28 R. B. R&M Rebar & Alcap, left bank at RM 98 LRX-2A L. B. R&M Rebar & Alcap, right bank Chulitna right channel LRX-2A R. B. R&M Rebar & A leap, left bank Susitna left channel R&M Rebar & A leap, right bank at RM 97.9 R&M Rebar & Alcap, left bank Susitna east channel R&M Rebar & Alcap, right bank of west channekl R&M Rebar & Alcap, left bank above Talkeetr.a R. R&M Rebar & Alcap, right bank of west channel R&M Rebar & Alcap, left bank near vegetation * NOTE: LRX-1 -LRX-62 were surveyed in 1980, LRX-63 -LRX-68 were surveyed in 1981, LRX-2 L. B. LRX-2 R.B. LRX-1B LB. LRX-1 B R. B. LRX-1A L.B. LRX-1A R.B. LRX·l L. B. the remaining cross sections were surveyed in 1982. A-9 Elevation 350.50 352.39 350.74 350.40 351.75 349.18 349.84 349.68 346.45 346.93 347.30 345.66 346.63 344.23 345.63 343.87 343.26 341.90 341.87 339.86 340.41 336.33 r37/e8 R&M Rebar & R&M Rebar & R&M Rebar & R&M Rebar & R&M Rebar & R&l\ti Rebar & R&M Rebar & R&M Rebar & R&M Rebar & R&M Rebar & R&M Rebar & R&M Rebar & R&M Rebar & R&M Rebar & R&M Rebar & R&M CONSIJL T ANTS TEMPORARY BENCHMARKS FOR MAIN CHANNEL CROSS SECTIONS 1980 -1982* Monument Descrietion Alcap, right bank at RM 97 Alcap, right bank near R~ 96.6 A leap, left bank near RM 96.8 Alcap, right bank near RM 96.2 A leap, left bank near RM 96 .5 Alcap, right bank near RM 95 .9 A leap, left bank near RM 95.6 Alcap , right bank near RM 95.5 Alcap, left bank near RM 95 .2 Alcap, right bank near RM 94.9 Alcap, left bank near RM 94.9 Alcap, right bank near RM 94.5 Alcap, left bank near RM 94 .5 Alcap, right bank near RM 94 Alcap, left bank near RM 94 .2 * NOTE: LRX-1 -LRX-62 were surveyed in 1980, LRX-63 -LRX-68 were surveyed in 1981, the remaining cross sections were surveyed in A -10 Identification Elevation LRX-1 R .B . 338 .80 LRX-11 R.B. 336.77 LRX-11 LB. 338.43 LRX-12 R.B. 334.54 LRX-12 LB. 340 .68 LRX-13 R.B. 334.62 LRX-13 LB. 330.55 LRX -14 R.B. 329 .14 LRX-14 LB. 328.98 LRX-15 R.B. 323.80 LRX-15 L.B. 332.39 LRX -16 R.B. 323.22 LRX-16 LB. 339.22 LRX-17 R.B. 322.22 LRX-17 LB . 321.66 1982. r37/d1 R&M CONSULTANTS TEMPORARY BENCHMARKS FOR 1982 SLOUGH SURVEYS Description/ L::..o'-'c--'-a--'-ti....:.o-'-'n ______ _ Chiseled Square, right bank, mouth Portage Cr. Photo panel center, rebar & Alcap TBM "Portage Q R. B.", right bank @discharge site R&M Rebar & Alcap, right bank, mouth Jacklong Cr. R&M Rebar & Alcap, left bank, mouth Jacklong Cr. R&M Rebar & A!cap, right bank, head SL 22 R&M Spike, left bank, SL 22 R&M Rebar & AI cap, right bank @ discharge site R&M Spike, left bank, SL 22@ discharge site R&M Rebar & Alcap, right bank SL 22 ADF&G Spike, right bank, Susitna mainstem R&M Spike in 12" C.W., right bank, Susitna ADF&G Spike in 14" C.W., left bank, SL 22 ADF&G Spike in 8" C. W., left bank, SL 22 R&M Rebar & Alcap, right bank, mouth SL 22 R&M Rebar & Alcap, left bank, mouth SL 22 R&M Spike in 20" C. W., left bank, head SL 21 RZ-M Rebar & Alcap, right bank SL 21 @ recorder R&M Rebar & Alcap, left bank, SL 21 @ re~order R&M Rebar r. AI cap, right bank, x-sec SL 21 R&M Rebar r. Alcap, left bank, x -sec SL 21 Rr.M Rebar· r. A leap, left bank of access channel Rr.M Rebar r. A leap, right bank of access channel A-11 River Mile I. D. 148.9 T R. B. 148.9 T L. B. 148.9 Q R. B. 144. 9 T 1 R . B . 144.9 T1 L. B. 144.8 H4 R. B. 144.8 H4 L. B. 144.6 53 R. B. 144.6 53 L. B. 144 . 4 52 R . B . 144.3 M1 R. B. 1 44. 3 M 1 R . B . 144.3 54 L. B. 1 44 . 3 W3 L. B . 144.2 W1 R. B. 144.2 W1 L. B. 142.0 H9 L.B. 141 . 9 sa R. B. 1 41 . 9 sa L. B . 141.8 57 R. B. 141.8S7 L.B. 1 41 . 8 A6 L. B . 141 . 8 A6 R . B . Elevation 848.32 844.27 845.46 794.13 796.94 791.93 794.99 789.54 788.92 785.16 794.78 794.79 788.86 788.25 786.00 784.58 763.33 752.21 750.39 751.45 753.45 753.04 r37/d2 R&M Rebar R&M Rebar R&M Rebar R&M Rebar R&M Rebar R&M Rebar R&M Rebar R&M Rebar R&M Rebar R&M CONSULT ANTS TEMPORARY BENCHMARKS FOR 1982 SLOUGH SURVEYS (Continued) Description/Location & Alcap, left bank of access channel & Alcap, right bank of access channel & Alcap, right bank of access channel & Alcap, left bank of access channel & Alcap, right bank of access channel & Alcap, left bank of access channel & Alcap, right bank on point of island & Alcap, left bank, mouth SL 21 & Alcap, left bank, head SL 20 ADF&G nail in root of 12" birch, head SL 20 R&M Rebar & Alcap, right bank, head of SL 20 ADF&G, nail in 30" C.W. on Trib. to SL 20 R&M Rebar & Alcap, left bank @ discharge site, SL 20 R&M Rebar & Alcap, right bank @ discharge site, SL 20 R&M Rebar & Alcap, left bank, mouth of SL 20 ADF&G staff gage top, SL 20 ADF&G H" Alcap at mouth of SL 19, right bank R&M Rebar & Alcap, left bank, mouth of SL 19 R&M Rebar & A leap, left bank at mouth of Indian River R&M TBM, 8" spike in 30" C.W. tree on right bank of Indian River A-12 River Mile I. D. Elevation 141.7 A5 L.B. 750.81 141. 7 A5 R. 8. 751.27 141.3 A4 R. B. 746.28 141.0 A3 L.B. 743.45 141.0 A3 R.B. 740.84 140.8 A2 L.B. 741.00 140.6 W1 R.B. 736.05 140.6 W1 L. B. 735.53 140. 6 H3 L. B . 737.33 140.6 H3 L. B. 737.49 140. 6 H3 R . B . 734.25 735.73 140.2 52 L.B. 729.66 140.2 52 R.B. 732.20 140.1 W1 L.B. 728.14 140.1 T3 B. 732.57 725.14 139.8 W1 L. B. 725.09 138.6 T1 L. B. 712.02 714.09 I I I I I I I I I I I I I I I I I I 1 r37/d3 R&M CONSULTANTS TEMPORARY BENCHMARKS FOR 1982 SLOUGH SURVEYS (Continued) Description/Location ADF&G Rebar on right bank at head of SL 16 AOF&G Rebar on left bank at head of SL 16 R&M Rebar & Alcap, left bank at recorder site, SL 16 R&M Rebar & Alcap, right bank at recorder site, SL 16 R&M Rebar & Alcap, on right bank SL 16, edge of vegetation R&M Rebar & Alcap, left bank, mouth of SL 16 R&M Rebar & Alcap, right bank, mouth of SL 16 ADF&G Rebar on left bank (R.B. Head pin 1), SL 16 R&M Rebar & Alcap, !eft bank, Gold Cr. discharge site R&M Rebar & Alcap, right bank, Gold Cr. discharge site R&M Rebar & Alcap, left bank at mouth of Gold Cr. R&M Rebar & Alcap, right bank at mouth of Gold Cr. R&M Rebar & Alcap, left bank of 5L 11 at head R&M Rebar & A leap, left bank bypass channel, discharge site R&M Rebar & Alcap, right bank bypass channel, discharge site R&M Rebar & Alcap, left bank at recorder site, SL 11 R&M Rebar & Alcap, right bank at recorder site, SL 11 R&M Rebar & Alcap, left bank, mouth of SL 11 A-13 River Mile I. D. Elevation 138.0 53 L. B. 138. 0 53 R . B . 137.9 52 R.B. 137.8 \\11 L. B. 137.8 W1 R.B. 136.8 T2 L. B. 136.8 T2 R. B. 136.8 T1 L.B. 136.8 Tl R.B. 136.5 H4 L.B. 136.5 Q3 L. B. 136.5 Q3 R.B. 135.7 52 L. B. 135.7 52 R.B. 135.5 W1 L. B. 708.22 708.86 705.62 706.05 701.24 702.01 701.74 702.21 698.86 699.81 694.16 696.28 689.36 688.63 686.17 675.88 674.76 675.80 I I I I I I I I I I I I I I I I I I I r37/d4 R&M CONSULTANTS TEMPORARY BENCHMARKS FOR 1982 SLOUGH SURVEYS (Continued) Description/Location R&M Rebar & Alcap, right bank, mouth of SL 11 R&M Rebar & Alcap, left bank SL 11A R&M Rebar & Alcap, right bank SL 11A R&M Rebar & Alcap, left bank of SL 10 at discharge site R&M Rebar & Alcap, right bank of SL 10 at discharge site R&M Rebar & Alcap, left bank of trib., 75ft U.S. from mouth R&M Rebar & Alcap, right bank of trib. R&M Rebar & Alcap, right bank of slough near 4th of July Cr. R&M Rebar & Alcap, left bank of slough near 4th of July Cr. R&M Rebar & Alcap, right bank, 300 ft. D.S. of 4th of July Cr. R&M Rebar & Alcap, left bank, 300 ft. D.S. of 4th of July Cr. R&M Rebar & Alcap, left bank, mouth of 4th of July Cr. R&M Rebar & Alcap, right bank at mouth of 4th of July Cr. R&M Rebar & Alcap, right bank at discharge site, 4th of July Cr. R&M Rebar & Alcap, left bank at discharge site, 4th of July Cr. R&M Rebar & Alcap, left bank Sherman Cr. at discharge site R&M Rebar & Alcap, right bank Sherman Cr. at discharge s1te A-14 River Mile I. D. Elevation 135.5 W1 R. B. 672.77 135.1 S1 L. B. 135. 1 S 1 R. B. 134.1 S1 LB. 134.1 S1 R. B. 131.9 T1 L.B. 131.9 T1 R.B. 131 . 2 S4 R . B . 131. 2 S4 L. B . 131.1 S1 R.B. 131.1 Sl L.B. 131.1 T2 L. B. 131 . 1 T2 R. B. 131. 1 T3 R. B. 131.1 T3 l. B. 130.8 T2 L. B. 130.8 T2 R. FL 672.00 669.56 654.37 654.24 639.85 641.52 626.18 624.39 623.03 619.08 621.52 622.66 625.13 627.69 622.78 624.96 r37/d5 R&M CONSULTANTS TEMPORARY BENCHMARKS FOR 19a2 SLOUGH SURVEYS (Continued) Description/Location R&M Rebar & Alcap, left bank mouth of Sherman Cr. R&M Rebar & Alcap, right bank mouth of Sherman Cr. R&M TBM 9-4, Spike at base of a" C.W. near well 9-4 R&M Rebar & Alcap, near well 9-4 in SL 9 R&M Rebar & Alcap, near well 9-5 in SL 9 ADF&G TBM, Spike in fork of 3" birch, near S. G. R&M Rebar & Alcap, at mouth of trib. to SL 9 R&M Rebar & Alcap, at mouth of trib. in SL 9 R&M TBM 9-7, Spike at base of 24" C.W. R&M Rebar & Alcap, left bank SL 9 R&M, Rebar & Alcap, right bank SL 9, 350 ft D.S. of head R&M Rebar & Alcap, left bank SL 9 at head R&M Rebar & Alcap, right bank at head of SL 9 ADF&G Rebar HP2, left bank SL 9 R&M TBM 9-10, nail at base of a" birch, near well 9-10 R&M Rebar & Alcap, left bank 30 ft. U.S. of well 9-10 R&M Rebar & Alcap, right bank a.9 ft. D. S. of Well 9-11 R&M Rebar & Alcap, left bank of SL 9 @ recorder R&M Rebar & Alcap, right bank of SL 9 @ recorder ADF&G Spike @ base of 6" birch, near Trib. 129.0 A-15 River Mile I. D. Elevation 130.a T1 L.B. 622.25 130.a T1 R.B. 623.53 129.5 T6 613.95 129.5 T6 L.B. 610.39 129.5 T6 R. B. 607.41 129.5 T6 605.15 129.4 T7 R. B. 605.66 129.4 T7 L. B. 605.43 129.3 sa 609.23 129.3 sa L. B. 608.2a 129.3 sa R.B. 606.33 129.3 H9 L. B. 606.77 129.3 H9 R.B. 60a. 1a 129.3 H9 605.a5 129.2 T7 606.66 129.2 S5 L. B. 605.0a 129.2 S5 R.B. 606.01 1 2a. a S3 L. B . 600.10 12a.a S3 R.B. 59a.94 12S.a 600. 1a r37/d6 R&M CONSULTANTS TEMPORARY BENCHMARKS FOR 1982 SLOUGH SURVEYS (Continued) Description/ Location TBM 9-14, spike@ base of 30" C.W. @well 9-14 R&M Rebar & Alcap, right bank Trib. 128.5 R&M Rebar & Alcap, left bank of Trib. 128.5 R&M Rebar & Alcap, right bank at mouth of 5L 9 R&M Rebar & Alcap, left bank, mouth of 5L 9 TBM ADF&G, Nail @ Base of 8" birch, left bank R&M Rebar & Alcap, left bank of tributary R&M Rebar & Alcap, right bank of tributary R&M Rebar & Alcap, left bank 5L 8 R&M Rebar & Alcap, right bank 5L 8 R&M Rebar & Alcap, left bank 5L 8 R&M Rebar & Alcap, right bank 5L 8 R&M Rebar & Alcap, left bank SL 8 R&M Rebar & Alcap, right bank 5L 8 R&M Rebar & Alcap, left bank 5L 8 at head R&M Rebar & Alcap, right bank SL 8 at head R&M Rebar & Alcap, left bank 5L 8 R&M Rebar & Alcap, right bank 5L 8 R&M Rebar & Alcap, right bank SL 8 R&M Rebar & Alcap, left bank at 5L 8 recorder R&M Rebar & Alcap, right bank at 5l 8 recorder R&M Rebar & Alcap, left bank 5L 8 A-16 River Mile I. D. Elevation 128.5 T2 R. B. 128.5 T2 L. B. 128 . 4 W1 R . B . 128. 4 W1 L. B . 128.4 Wl 127 . 3 T 1 L. B . 127.3 T1 R. B. 126.6 59 L.B. 126.6 59 R.B. 126. s sa L. B. 126. 5 58 R . B . 126. 5 57 L. B . 126. 5 S 7 R. B. 126.1 H4 L. B. 126.1 H4 R. B. 125.9 56 L. B. 125.9 56 R.B. 125 . 7 53 R . B . 125.7 55 L. B. 125.7 55 R. B. 125. 7 53 L. B . 602.19 597.19 597.76 597.48 599.08 600.97 590.01 590.72 579.15 579.84 578.14 578.85 580.79 575.73 576.32 577.12 571.40 571.56 570.90 568.37 567.56 570.01 r37/d7 R&M CONSULTANTS TEMPORARY BENCHMARKS FOR 1982 SLOUGH SURVEYS (Continued) Description/ Location R&M Rebar & Alcap, right bank, SL 8 R&M Rebar & Alcap, left bank SL 8 R&M Rebar & Alcap, left bank, mouth of SL 8 R&M Rebar & Alcap, right bank, mouth of SL 8 TBM 8-8, nail at base of 5" birch tree TBM 8-12, spike in 6" alder TBM 8-5, nail in 6" birch R&M Rebar & Alcap, left bank of Skull Cr. R&M Rebar & Alcap, right bank of Skull Cr. R&M Rebar & Alcap, left bank tributary @ RM 123.9 R&M Rebar & Alcap, right bank trib. R&M Rebar & Alcap, left bank mouth of Curry Creek R&M Rebar & Alcap, left bank mouth trib. 121.0 R&M Rebar & Alcap, right bank mouth trib. 121.0 R&M Rebar & A leap, right bank mouth trib. 117.4 R&M Rebar & A leap, left bank mouth trib. 117.4 R&M Rebar & Alcap, right bank mouth Mackenzie Cr. R&M Rebar & Alcap, left bank mouth Mackenzie Cr. R&M Rebar & Alcap, right bank at head Lane S1 R&M Rebar & Alcap, left bank at head Lane Sl. Rr.M Rebar & Alcap, right bank Lane Cr. @ bridge A-17 River Mite I. D. Elevation 125.6 S2 R.B. 567.25 125.6 S2 L.B. 571.49 125.2 W1 L.B. 568.51 125.2 W1 R.B. 566.01 124.7 T1 L. B. 124.7 T1 R. B. 123 . 9 T1 L. B . 123.9 T1 R.B. 120 . 9 T 1 L. B . 121.0 T1 L.B. 121.0 T1 R.B. 117.4 T1 RB 117.4 T1 L.B. 116.7 T1 R.B. 116.7 T1 L. B. 114.1 H1 R.B. 114.1 H1 L.B. 113. G T2 R. B. 573.56 569.58 579.99 564.91 560.04 554.31 555.61 536.67 533.73 532.96 502.20 503.04 497.77 496.34 476.23 481.81 478.27 r37 /d8 R&M CONSULTANTS TEMPORARY BENCHMARKS FOR 1982 SLOUGH SURVEYS (Continued) Description/Location R&M Rebar & Alcap, left bank at Lane Cr. bridge R&M Rebar & Alcap, left bank mouth Lane Cr. R&M Rebar & Alcap, right bank mouth of Lane Cr. R&M Rebar & Alcap, left bank, trib. at RM 110.1 R&M Rebar & Alcap, right bank, trib. at RM 110.1 R&M Rebar & Alcap, left bank, head Whiskers Sl. R&M Rebar & Alcap, right bank, head Whiskers Sl. R&M Rebar & Alcap, left bank, backwater Whiskers Sl. R&M Rebar & Alcap, right bank, backwater Whiskers Sl. R&M Rebar & Alcap, left bank, mouth Whiskers Cr. R&M Rebar & A leap, right bank, mouth Whiskers Cr. R&M Rebar & Alcap, right bank, mouth Whiskers Sl. R&M Rebar & Alcap, left bank, mouth Whiskers S 1 • ADF&G Rebar, left bank, near staff gages 101.2 M4 TBM RR Spike in 6" birch, left bank Susitna R. TBM RR Spike m 10" birch, left bank Susitna R. TBM RR Spike m root of 12" Spruce, left bank TBM RR Spike m 10" birch, left bank Susitna R. TBM RR Spike in 8" birch, left bank Susitna R. TBM RR Spike in opposite Mile Post 225, between rails in a railroad tie. A-18 River Mile I. D. Elevation 113.6 T2 L. B. 481.04 113.6 T1 L. B. 473.21 113.6 T1 R.B. 474.31 110. 1 T1 L.B. 445.89 110.1 T1 R.B. 446.14 101.6 H4 L. B. 374.24 101 .G H4 R. B. 372.72 1 01 . 4 S3 L. B . 370.38 101.4 S3 R. B. 370.85 101.3 T2 L. B. 368.17 101 .3 T2 R.B. 369.37 101.2 W1 R.B. 370.07 101.2 W1 L. B. 370.43 101.2 370.74 96.8 339.27 96.6 338.44 96.2 340.17 95.7 331.65 95.4 334.94 95.2 335.19 r37/d9 R&M CONSULT ANTS TEMPORARY BENCHMARKS FOR 1982 SLOUGH SURVEYS (Continued) Description/ Location TBM RR Spike, west end of rail road tie TBM RR Spike, west end of rail road tie TBM RR Spike, west end of rail road tie R&M Rebar & Alcap, left bank, head of Birch Cr. R&M Rebar & Alcap, right bank, head of Birch Cr. R&M Rebar & Alcap, right bank, Birch Cr. Slough R&M Rebar & Alcap, left bank, Birch Cr. Slough R&M Rebar & Alcap, right bank, Birch Cr. R&M Rebar & Alcap, left bank, Birch Cr. R&M Rebar & Alcap, right bank, Birch Cr. R&M Rebar & Alcap, left bank, Birch Cr. R&M Rebar & Alcap, left bank, head Sunshine Sl. R&M Rebar & Alcap, right bank, head of Sunshine Sl. R&M Rebar & Alcap, right bank, Sunshine Cr., backwater R&M Rebar & Alcap, lt:ft bank, Sunshine Cr., backwater R&M Rebar & A leap, right bank, mouth Sunshine Cr. R&M Rebar & Alcap, left bank, mouth Sunshine Cr. R&M Rebar & A leap, r·ight bank, mouth Rabideaux Cr. R&M Rebar (.. A.lcap, right bank, mouth Rabideaux Cr. R&M Rebar & Alcap, right bank, mouth Whitefish Sl. A-19 River Mile 1.0. 94.9 94.6 94.3 93.1 H4 l.B. 93.1 H4 R.B. 89.3 51 R.B. 89.3 Sl l.B. 89.3 T2 R.B. 89.3 T2 l.B. 89.3 T3 R.B. 89.3 T3 l.B. 86.8 H3 l. B. 86.8 H3 R. B. 86.1 T2 R.B. 86.1 T2 l.B. 85.7 T1 R.B. 85.7 T1 l.B. 83.3 Tl l. B. 83.3 T1 R. B. 78.9 Wl R. B. Elevation 334.13 343.94 355.94 315.47 313.96 287.44 387.79 290.97 290.68 287.25 286.90 284.77 285.02 267.97 268.82 268.33 267.44 263.08 262.97 241.74 R&M Rebar R&M Rebar R&M Rebar R&M Rebar R&M Rebar R&M Rebar R&M Rebar R&M Rebar R&M Rebar R&M Rebar R&M Rebar R&M CONSULT ANTS TEMPORARY BENCHMARKS FOR 1982 SLOUGH SURVEYS (Continued) Description I Location & A leap, left bank, mouth Whitefish St. & Alcap, left bank, head Goose Sl. & A leap, right bank, head Goose Sl. & Alcap, left bank, x-sec. in Goose Sl. & A leap, right bank, )(-sec. in Goose Sl. & A leap, left bank, mouth Goose 51. & Alcap, right bank, mouth Goose Sl. & Alcap, right bank, Goose Cr. & Alcap, left bank, Goose Cr. & Alcap, right bank, Goose Cr. & Alcap, left bank, Goose Cr. A-20 River·Milel. D. Elevation ---- 78.9 Wl L. B. 242.42 75.0 HS L. B. 222.06 75.0 HS R.B. 221.38 73.2 S2 L.B. 212.76 73.2 52 R.B. 213.03 73. 1 \'I 1 L. B. 212.96 73.1 \'/1 R.B. 212.18 73.1 T3 R.B. 215.71 73.1 T3 L.B. 213.06 73.0 T4 R.B. 215. 17 73.0 T4 L.B. 213.59 -----~ s6/cc3. ATTACHMENT B 1982 Slough Cross Section Notes and Graph ica I Plots I .... ~· I I POINT ----- I Cross 1 2 I 3 4 5 I 6 7 a I 9 10 11 12 I 13 14 15 I 16 17 18 19 I 20 21 22 I 23 24 25 I Wa'ter 1 2 I MIN I MAX I I I I I ~x· section da'ta: 0.000 16.000 37.000 63.000 74.000 95.000 119.000 139.000 163.001) 179.000 185.000 190.000 195,000 2uo.ooo 20~.000 210.000 215.000 220.000 225.006 230.000 23::i.OOO 240.000 245.000 268,000 275.000 surface da'ta: 163.000 245,00G 0 , i) Q IJ 275.uou SlJ~J. l'f'l,; 1-t'1 t·RUbthWHIC SURV£'l S cross s~c11un SL22 144.8H4 Date of Survevl JULY lU. 19&~ n-1 ~v· 794.990 ~-~3. '560 789.990 787.540 787.900 789.50 0 789.190 789.210 788.260 787. 800 787,940 787.840 787.450 787.680 787.800 787.780 787.620 787.560 787.720 787.820 787.230 787.630 788.390 791.070 791.930 788.260 788.390 787,230 794.990 DESCRIPTION t\LU~P 14A • 8H4LB TOP L:B TOP TO~ Luw TOP GR REBAR AP ItOTTOti f:OTTOM TO? rn~ ALLtiP 1 44. BH4R B Lt:LIW WS Ri:LlW WS I f'REP'ARED IIY: R&M CONSULTANTS~ INC. SUSITNA HYDROGRAPHIC SURVEYS cross section SL2 2 1 44.81-14 Date of Survey: JULY 1 0, 1 982 PREPARED FOR: ... POINT Cross t 2 3 .L} !!!' ·..J 6 7 8 9 1 0 1'1 12 13 t4 Water 1 2 MIN 11AX section surf' ace data: 0.000 29.000 40.000 58.000 66.000 71.000 76.000 81 .ooo 86.000 90.000 94.000 106.000 108.000 111 .ooo data: 58.000 94.000 o.ooo 111.000 SUSITNA HYDROGRAPHIC SLRVEYS cross section SL22 144.653 Date of Suruev: JULY 10, 1982 D,l:: c·· t·~ 1··· '[ F~ .. f. ·r 0 "· 1 _,,) ol 't,. • \" ·--·--·-----···· .... ····--·- I '78~-i I 54 0 '78~3.890 /'85 I 2<7' 0 '783. '740 782.900 782.860 783.2'10 783.210 783.240 783.430 '78~::;; 72 0 '78~~. 8BO '.i'88. 5'70 '789. 540 783. ?i'tQ '783. 720 782.860 '789. 540 3-3 (.1DF iStG R E I:~ f.1 F< ~5 LP ..... BOTTDt·1 ttOTTOI·1 BO"i"TDI'1 TOE TOP RB ALGAe 144.6S3RB LEOW ws REO!JJ ws PRi!PARI!D BY: ....., Q) Q) u.. .E . FI&M OONSULTANTSo INC. SUSITNA HYDROGRAPHIC SLJRVEYS cross section SL2 2 1 44.6S3 Date of Survey: JULY 1 0, 1 9 8 2 ~ ------------·-··---·--· '_,.. ___ ------,--. ' ~­--[ :::.,. ( \, ~FtBPARED POR: .. Pen: NT Cr o .:IS l 2 3 4 c.- .J I b 7 8 Q • 10 1 '1 12 13 Water 1 2 MIN MAX section surface data: 0.000 '10.000 14.000 28.000 35.000 55.000 60.000 6'?.000 '72 I 0 0 0 77' 0 0 0 87.000 100.000 110.000 !lata: 28.000 77.000 O.OuO 110.000 SUSITNf-1 HYDROGRc~PHIC SUR~)EYS cross section SL22 144.482 Date of Surve~: JULY 10, 1982 DE~3Cf~ IPTIDN ______________ .,._ 78'7 '560 78'7. 250 '"'{34 .... ,-. 0 I< , It:. 780.940 7''"'8 J::"'=>O , I ' .Jt;.;. '777 '660 778.890 '779 t 220 779.570 I 780 , 780 784.350 '784. 190 785.160 780.940 '780.'780 777.660 787.560 B-5 ~r ·-·.-G i .l) t·· 1::( ~~ l4'-t3 r ~. d.C l") TDP LB GR BOTTOM BOTTOM BOTTDI"i TOP RB GH ''LC '•p i-1 C-t 144.4S2RB LEOi"J WS HEO~J vJS l f to 'j 1 ...-----. ... ---.-··· ----------. . SUSITNl\ hYDROGRAPHIC SURVEYS c 0 ~ ~----~----~--~--~----~----~~----~----~ Pftf!PAABD 8Yz · ii ill AIIM CONSULTANTS. INO. cross section SL2 2 1 44.452 Date of Survey: JULY 1 0, 1 982 PREPARED FOI:~: ~ ---____,.,..-.• -=-=-.·-,-::-:..--====-~·....,..,.,-,_,.._-----------------·· _,_ .. ,_ -·-·- 1 POINT Cr' oss section cia ta: 1 0.000 2 4.000 3 ·1 .... Dr o .. I ' . J 4 25.000 5 48.000 6 70.000 7 77.000 8 85 I 0 0 0 9 94~000 10 •! 34 I 0 0 0 t 1 184,000 12 190 I I) 0 0 13 226.000 14 2361000 15 253.000 16 292~000 1 '7 334,000 18 374.000 19 407.000 20 414~000 2'1 424.000 22 434. 0 0 0 23 444.000 24 454.000 25 464 I OQO 26 474.000 '7J'7 I;;. I 479.000 28 484~000 29 489.000 30 494.000 31 499.000 32 504.000 33 509.000 34 514.000 35 519.000 36 52 . 1.• u .j 37 529. 0 0 0 38 534.000 ~~ty 5::~9 I 0 0 0 40 544. 0 0 0 41 549.000 42 554.000 43 5~39 I u G 0 44 1!!'6'1 o··r IJ At I \J J A5 :sbs~ . o o o 46 ·-........ o o r ~7Jl~~ I J t .~. I. I 6t4.1}(j(l 48 626.000 4<t 6::~~~ ' 0 0 0 50 6461000 51 673.000 ~::"•";) ..:Jt-6'74.000 -~ ........... ·~··· SUSITNA HYDROGRAPHIC SURVEYS cross section SL~2 144.2W1 Date of Survey: JULY 10, 1982 '783. 420 781.940 781.6'70 783.420 783.590 783.310 781~890 782.930 '783.510 I 783,300 783.140 '?81.510 '781.470 78'1 1410 781.510 '781 I {?90 78'1.360 7811070 780.780 '780.500 779.760 '780 I 91 0 78"" rjc-o u I ;:..,,J 780.530 7801330 '780 .400 '780.170 j 7801350 780.380 780.390 780 I 060 780.600 780,340 780.150 780.310 '779,900 77<?. 63 () '?80. 130 779. 8<10 /79.750 7BO,(J00 780.::520 '7BO.'l00 '?80. ~·~80 '7BO. '1 :50 •-:: f") f) ':> 4 0 / \ .... •. ' ,_ 7(30.~l~30 7B1 . 2"l n ·-B .... ' .... 0 1'/,t:J~ •·'! 1:} ... ) 0 lj ') / ( ..... -:.. • ,,.. l .... 81!:" 1 1 '~ 0 /.!.•;;:). 0 '?86.000 B-7 DEGCHIPTIDN _ll ____________ .. ____ _ ADF {~G i~ EBt=iF< :il:~i BOTTOr·1 BOTTOi'1 LO~l GR BREr:.11< :80TT0rl BREAi< GR GR TOP RB BOTT01"1 BOTTOt1 GH GR GR BOTTOi"\ BOTTOM BOTTO!"\ BOTTDi'1 BOTTOt-1 BDTTDM 'i.j'~l··~····(··-· "· l.. I I .J 1'.1 \\ --···-·-·-~· ···" . ,'!!! R&M CONSULTANTS. INC. SUSITNA HYDROGRAPHIC SURVEYS cross section SL2 2 1 44.2W1 Date of s.urvey: JULY 1 0, 1 982 PREPARED FOR: ! ! l I 1 .·. J I I I l I ,I I I l ! ! I l '! t POINT Cross 1 2 3 4 1!:' \J 6 7 8 9 10 11 12 13 14 15 '16 17 18 1 ';> 20 2'1 22 23 24 25 26 27 ':'8 t;.. ···9 ,. -~ .. 30 31 32 33 34 35 36 :37 ivjiN i1AX L .~ec t ion data: 0.000 26.000 46.000 5'1.000 ""I::" 0 0 0 1-.J. 75.000 1'10.000 '136.000 1'72 I 0 0 0 208.000 249.000 288.000 328.000 34<)>,000 377.000 416.000 44'1 .000 47:7.000 517.000 538.000 592.000 628.000 669.000 713.000 760.000 8051000 842.000 845.000 867.000 897.000 7'2~~. 0 0 0 ~?40. oor 948.000 964.000 9'77' 0 0 0 '1003.000 1003,000 0.000 100::5.000 SUSITNA HYDROGRAPHiC SURVEYS cross section SL21 142.0H9 Date of Survev: JULY 11.1982 l -B-9- 763,330 71. t ~--.··,o 0 • ~\!.· 7:-36, 6BO 757 I 1'1 0 /'55.610 '755. 670 756.710 '?57.010 '7C:',~ 810 I .J•.J' '757. 01 0 :?57.1'10 '71::"' 8'10 I \Jb I ,... I!;' .., ':> '1 0 /w'''- 757.040 '757.440 756.740 757.240 757 I 040 756.340 '756 .140 '756 I 440 '756 I 6'+0 756.540 '756. 440 756.240 755.440 754.840 '756,210 754.640 "'}1!:"1::" '34 ') I -..,I,J t ' f. 754.840 '756. 6'1 0 754.940 '"'!::'4 '~40 I ,J ' I 7~35 '340 :;'58 I ::.~40 '759.260 '?~54.640 76:5.3:'30 DEBCRif->TIDN SPII<E IN Cl.LJ TQ;:i LB TOE GF< LD~·-.1 GROLIND GROUND GROUND Gf~OUND GI~DUND TDP i~B LRX-56 • • ,. • ' .. I 0 • -• ~ " ', • ' ~· •• .• • to • ~~ • ., ~ • ' ,, 9::1 ~ 0 1 l l _ _.. ...... __ .. _____________ ..... _, ___ -·t~o·-~ • ___ ..,.._ ______ .._.._...,. ___ .._._ __ -·--· -····--·-· -~ --· ·--· ·-·--·-~·---·-· ........... -1 SUSITNA H·YDROGRAPH!C SURVEYS PAerAAf!D ISY: ...... Q) \':) u.. .5 c: 0 :;::;; m > Q) iii I I J ' '· I I I . ' PAE!PARE!D fOR: r-------------·--------~------...___ __________ -~--------- cross section SL21 1· 4·2.0H9 Date of Survey: JULY 1 1,1 9 8 2 -------·-·-.. --.. --.. --·-·~--_.·-----··--'~ .. ________ . _____ _ ---u·-·---' ~ -·-·--. ·- ~· L • • .... ~ .. '.__ .. ... • ··---·~----._._. __ ....... -•• -~ #..--.----..... .... -· ...... •· • - ' ··~ POINT ----- Cr--oss 1 '.:> ... 3 4 5 6 7 8 9 10 l t l ·:J 1- t3. Water t 2 i"1I N c"ir.;:< section surface ' )( ·' --·------- d.ata: o.ooo, 2.(100 6.ij00 14.000 28.000 39.000 58.000 74.000 84.000 96.000 tO!!:' '11)'1 -..~.t.IJ 1071000 l'l~:i.OOO data: C' 0 .. 0 •:J I u , 99.000 0.000 115~000 SUSITNA HYDROGRAPHIC SURVEYS cross section SL21 141~968 Date o·f ..... b Lll" 1-Ji:? 'J : JULY 11~ '75"1 '690 '.7461610 '740.910 '?40.410 7'+0~910 '74'110'10 741.6'10 '7 4~-:> ':l'l 0 / .c..(.- 742.010 1 '74'1 .710 744.3'10 '"7 4A <:i 1 0 •I t I \ .. ' ~' 752.210 742.700 '742 I '70 0 740~410 752.2'10 B-11 DESGRIPTIDN -----~-----·-"··---··- f~1LCAP :l4 .l • 9EBLB TDP LB TOE BOTTOM BO~i'TOi"l TOE TOP TOP I~B ,, l .... :' 1':> '1 4.· 'j 9 :··· c j:( r.~ A L.h .. , . ::h .... .a:. LEOI,~.i WS I~EOW ~JS tt: I ·-t-J -4D C) u.. .!: c 0 ;; ~ Cl) w ... M OON.tULTANTII. INO. SUSITNA HYDROGRAPHIC SURVEYS cross section SL21 1 41.958 Date of Survey: JULY 1 1. 1 9 8 2 1~·~--~-· --.-·-~-------·--·~~--~--------------~·~~~ ~-,..,~......,.,.-.......... .-:.-.,.__,~....,._.,.~,_.;.,..:;::,;-..,_ ___ .,..,.._, __ ,~_~~-------·-·-____...,j· .... ·-----------~- 0.000 1. oco 7.000 13.000 24.000 38.000 ..1\8 I i) 0 U 57. 0 0 0 62~000 74.000 86.000 1.04~000 124.000 135 •. o 0 0 137.000 .,. -.. •,# ~·· • -1! .~,..I U ;; ;~ (t .. ] g 0 " ....... .,..oo ..lit. -•T._. • .:.J --·-- SUSITNA HYDROGRAPHIC SURVC)G cross section SL21 141.887 Dafe of Survey: JULY 11, 1982 I "Y' 751.450 748 I 3·20 741.220 740.420 740.420 7-40.720 740.420 741 #820 742,520 742.820 742.820 742.820 742.920 742:520 74!..'\. 92.0 7A7.82n ·7.:5 0. ,.39 0 ·740.420 . 751.·45rJ B-1.3 DESCRIPTION -·------------·-·- ALCAP 141.8S7LB TDP L3 TOE LB BOTTOM BOTTOf'i :.: JTTOM BRF:~K ·r~jp p '?. ,;: .. c;:,p 14 i . f:i~~? ~:.:. B I I I I I I I I I I I I I I I I I I I - 1-I I I I I 1- 1- 1-r- 1- ~':10 r f--Q) Q) C:1 LL I t>-':1 ~ -.1:> .s - c .2 t>-0 ~ -fa > Q) iii - ~':I 4- - -0 '\tt.J~o "'._ L Rlollit CON.SULTANT3, INC. SUSJTNA HYDROGRAPHIC SURVEYS I I I I ! ~~ ! ~; ~~ Q L L l I I I I I I I I I I I ~ . I ~ 1' '---!J IR ,.,o ~~L 1 ~L rt;_o I I ~~ 'I '' \ I cross section SL21 1 41.857 Date of Survey: JULY 1 1, 1 9 8 2 I I ':10 \. 'I '' - ----- ------ -------- --. - - --. ___j ,I ,, ft: " t! . . POii'-!T Cr· oss :1. ? ._ 3 4 I!!' ~ 6 7 8 9 10 11 '12 13 1.t~ 15 '16 17 18 "19 20 21 22 23 24 ':) ~:.~ '-~ 26 27 28 '".)9 ,_ 30 31 3? ·-33 Water 1 2 4 5 l1 I i'l i'1 c:~ X section surf{'3ce ,J \) (l u (J C' n . . ··· ' . , . ~~"iirt;~·,,t~~i.tu :11•1 ~-. ..,. __ ... ~,c.-.._~_:· ,.. ____ ,_, ___ __..,..: . ..J ____ .....,..._.._. __ .:~-· -·----- -----·-·--·- ciat.::J: 0.000 11 .ooo 22.000 3B.OOO 57.000 81 .000 100.000 122.000 143.000 1 b1 .000 191 .ooo 235.000 279.000 327.000 376.000 418.000 432.000 462.001) 482.000 499.000 520.000 548.000 559.000 5791000 601 .000 633.000 6391000 651 .000 657,000 669.000 690.000 69~'; I 0 0 0 7171000 dat<3: ,.~~~000 16'1,00(1 633,000 6:3!7• 1 0 {) 0 0.000 71'?,000 SUSITNA rlYDROGRAPHIC SURVEYS cross section SL21 141.8A6 Date ot Survev: JULY 11. 1982 DEBCR I P TI Dl···l ·-------.-··--.......... ~ __ .... ____ .,. ...... -.. ~ ..... ·- 753 450 f:~LCi:~p 1.:l1 • t3 i::, ~~~ i_ B '752 I 650 TDP L.B 748. '750 L.EDl:\1 '748.4!50 BDTTDI1 748.350 748. 050 '?4B.150 BOTTOi'1 748.250 748.350 BOTTOM 748.450 HEO~J I 74f:L 650 CRr·ut-.Jn :J • .) • ·- '?48. <?50 7.t+9.250 749.050 GROI.JND /'49."!50 .... 47 c)c:-o / • ~ w 749. 050 GROUND '748.1!50 TDP 745. <750 TOE 747. 150 Gl~ 744.950 LOL~ 746.650 TOP 744~950 LOL~-.1 747~3~50 TOP '"'47 o~:.~(l I 1 u.J. Bl~ Ec~l< 746.550 LEOt~J 746~350 REO"'J '7 4"' 81::"0 ~ \!) ' \:J GR 746.350 GR 745.150 LO~J :746 I 550 TOE ·-~ I::" ':) 1 c:-0 I ..... '-I .... TOP RB '7531040 !!iLCf~•P 141 I 8l;6RB 7481/'50 LEOi,-J 1'0 W-.J ?48 'lf50 H EOlrJ vJs SPLIT '"il4(: I!:' I::" t ~ :),,J~.I I ~T·l _._ Jv, WB 746.350 i:< EO~·J t~JS B-15 ~ 0\ ' I I PREPAREO ISY: ' R&M CONSULTANTS. INC. SlJSITNA HYDROGRAPHIC SURVEYS cross section SL21 1 41.8A6 Date of Survey: JULY 1 1, 1 9 8 2 { ------""""'! ·-----------·---.. ·--· .. ··-·-·· I PREPARED FOO:.: I . l' t II • j \ I ll l 1 . . . . . POINT Cross 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Water '1 2. MIN HAX ··x, section aata: 0.000 1b.Ou0 21.01]0 24.il00 52.000 72.000 84.0il0 9b.il00 100.000 108.000 119.000 128. iJ li 0 132.000 t4o.oou surf' ace oata: 2-t.uOO 12.8.0iJO o.uou 14o,oou SUSITNA ~Y~ROGRAPHIC SURVEYS cross sect1on 5L21 141.7A5 Date of Survev: JULY 11~1982 'Y' DESCRIPTION 750.810 ALCt\P 141.7A5LB 750.100 TOP LB 746.750 TOE 746.2.~0 744.200 BOTTOM 743.900 743.100 743.800 BOTTOM 744.000 744. 10 0 745.800 BOTTOM 746.200 751.030 TO? RB 751.270 ALCAj=) 141.7A5RB 746.230 Lt:uw 1...15 746.200 REOw ws 743.100 751.270 B-17 ,{ f SUSITNA HYDRQ;3 RAPH IC SURVEYS PREPARED BY: ----------------------------·---------------·--- A&M CONSULTANT~. JNO. cross section SL21 1 41.7 A5 Date o; Survey: JULY 11,1 982 ~---------~~--------------------------· ---· ----· ---·-----------··-·-.. -·-·--·-. PREPARED FOR: I ll I I l \ I 1 1 . l I ' I I l I I . l I ! I I I : * : -~ ---·· ' \: I .. .. il " . POINT Cr os~- '1 2 . .., .!> .a I 5 6 7 8 9 1 0 11 "12 13 "14 1;5. 16 :17 '18 19 20 21 22 23 24 ':;.1::" f-:.J 26 27 28 i'1 IN t'iAX section ··x·· --... --..... ~-·--~ data: 01000 19,000 47.000 66.000 88~000 110,1)00 138.000 1571000 202.000 2471000 ~~n ooo e.... ~ ... ' 3461000 402.000 434.000 4'73 I 0 0 0 508.000 5461000 57? I 000 613~000 66•4 I 0 0 0 720.000 75'7. 0 0 0 782.000 874.000 899.000 913.000 942. G iJ 0 970.000 D.OOO 970.000 SUSITNA HYDROGRAPHIC SURVEYS C -o-~ ~e-+l"on rL~i 1 41 ~.Aa4' I ::; ..:0 :!> -~.. \ 0 (... -,\ • ,. t -..1 " Oate of Surv2v: JULY 12. 1982 I .. 748.510 745 I 0-60 7451460 7451960 745 I ~~60 7·46."160 746.360 '746 I 060 7451760 741:" r.·o ..J.~o 745~260 744,'760 744.260 74~5. 050 '745 I 050 7114 I 350 74.tl, 350 '744. 450 744.350 744' 1 E.i 0 /'44. 650 '744. 350 743.450 744.850 744,i?90 745. 090 745.390 746.280 743.450 '74B.5"10 B-19 DESCF< I PT I 01'·! ·-------.. ,. __ ..... ,.;a .... --·· Li~ X-<35 TDE GROUND GROUND LOl..V Gl~ DUN:O Gl~OUND GR IN ~)EG GR IN I,)EG GR IN VEG TOE HIGH PT LOW LOl.tJ GR IN lJEG GR IN VEG GR IN t.}EG GR D~ RB ~-1LCf.lP '1 4 1 1 :3 I~ 4 j~ k) ....... Q) Q) lL tp c: .,._ ~~/ 0 c: 0 :p co > Q) w PREPARED ISY: R&M CONSULTANTS. INC. ~) ! ---·-·--·· -· . ' .... .. ! ~ ---------------------c------------. '1 ·} SUSITNA H.YDROGRAPHIC SURVEYS -- t- .... ~ fiJ a: 8i cross section SL21 1 41.3A4 Date of Survey: .JULY 1 2, 1 9 8 2 PREPARED FOR: ; u l I l l I ll .. .. " () .. " Cross "l 2 .... .:) 4 5 6 7 q -'"~ y 10 11 '1 •:;) .:... 13 14 15 16 17 18 '19 20 21 22 23 24 25 26 27 28 '"'"9 c. 30 3'1 32 ltJa 't' er 1 2 4 1:. ... .;; l"'IN i''l r=1 X . ,. ~-· . ·~~ ~ --~ ~~~ ....... l "·X·" section data: 0.000 5.000 :1.0.000 'jl:.w 0 0 0 L-,:J ' 38.000 5'?' 1 0 0 0 61 .000 65.000 68.000 85.0(10 106.000 131.000 145.000 160.000 .L87.000 191 t 000 196.0(10 216.000 239.000 260.000 .283 I DOO 305.000 320.000 336,000 351.000 364.000 383.000 397.000 412 .. 000 428.000 443 .. 01)0 449.000 sut-·face da"ta: 57.000 (:~ 000 ;) .;J •. '196.000 -428.000 O.OOG 449~000 "~-.·~""' .. ~·~--··· SUSITNA HYDROGRAPHIC SURVEYS cross section SL21 141.0A3 I ~ t ., .. L ~-r .J u . 743.450 743.590 73B.990 ..,. ... 8 8QC ,.:) I ,.1 738. 0 17'0 '738 I 030 '737 I 790 '737.990 738.590 739.190 738.590 739.090 739.290 739.~~90 738.890 737.790 737.230 736.390 735.690 '7->r: 990 , .!)~ I .... -~ I c 0 ;,~;;;J.b'1' 735.890 736.0 17'0 735,490 734.290 '735.590 735.190 '73=" 990 ~·~. 736.590 73'7.210 740.090 740 I 8.rt0 '73B. 030 737.990 '7 -.... , ·-:. -r 0 ~ .. I 1-.J -;··.,. ..... "'10 1'~1.~ ...... 't ':J9 0 l./.J" I(;;. ? 4:3 I ~:j•:y 0 B-21 ---·---.. ·-·-····-... ---·· ..... - I~L.Cc:~p 141 I o~.:5LB TOP I..."B TO I:: LB GS IN CH~.N LOL~ PT BOTTOrl TOP HIGH PT LD~~ TDE TOP GB TOP OF Br~.~~ TOE '1i: 'UJ l , I . , CHI~N MAIN CHf~1N MA:LN CHt~iN rir~1 IN Cl-l~tN TOP RB ALCAP J '1 ., 'l.''"fil:t .~ ·'-i • u f.·!.!) ' ·{ L.EDW we ~.J HEO\t..l l,tm SPl-IT LEOl1J l,J~3 i=~ EDl~J lJJS I I I I \E I I I I I r~ I I I tp tv N SUSITNA HY'DIROG.RAPHIC SURvEYS r I I I ( I I"T ' .,.., J Q) r-0 I Q) u.. c:: ·- I R&M CONSULTANTS. INC. ~ ' • r cross section Sl21 1 41.0A3 Date. of Survey: JULY 1 2,1 9 8 2 PftEPAAED FOR: ..__ ____ , _________ ._..,,_ ----------~--------·----------------""·- J--------·--------···---- 1 <> • <> POINT Cross sect ton da t<:.: l O.DOO ..... 6.000 ·" ,_ 3 10.000 4 16.000 5 32.000 6 5'1 .000 7 65.000 8 82.000 9 100.DCJO 10 120.0GO i 1 141 .000 12 145.000 l3 160.000 14 170.000 15 !89.00(1 '16 206,000 l/' 223JOOO 18 •';)'"'~::' 000 t.::.~...J. 19 243.000 20 287.000 21 358.000 22 402.000 23 457.000 24" 531 .000 25 627.000 2c 686.000 27 730.000 28 741 1000 29 760.000 30 '784. 00 0 31 800.000 32 848.000 .. -r·~ 8'79. 0 0 0 ... "') .:> ··:r .c1 ..:> • 9101000 -·~ ·~ .:J 941 .000 36 9(13. 0 0 0 37 1054.000 38 1093.000 -9 .!:1 lltSO.DOO 'it 40 1205.000 41 1252.000 4 ".1 .~ 1344;000 .d "'t .. ~ 1 :ss2. no o 44 l 4 ·;) }:} . iJ i'l • /,. ,_ I u - ~~C:' t er ~:~urf'.::Jce l1a-t.;j~ 1 16,000 ·:;; ~:J .. :t··:~ 0 0 0 ·-,__. oi -.,.1 I 4 T3l) I 0 0 0 1::' d 910.000 SUSITNA HYDROGRAPHIC SURVEYS cross sec~ion SL2l 140,8A2 Date of Survey: JULY 12~ 1982 I i. ~ ., ·y I 741.000 7401420 736.720 '7-~ 7 '1flJ .j ,_1 I ..;) 73317'10 '73-'t I t '1 0 '734. 310 , .. 1 3 .c1 ·:;) 1 0 I I.~ 733.610 '7331210 7331110 733.410 ........ 'i l!!'l () /~t.::..<J 731 1810 732.110 731~510 733.3"10 734 I ~'31 0 7zc:;.420 736.350 736.050 .-,-6 7~0 •/..J I ..J 735.950 73f.) I 250 73-<l. /'60 '7-~ ~. 0 .j.._, • ,_(:) 733~640 '733. 590 i'33. 660 731 • 6.<+ 0 731.440 731 ·":1..1.0 1 t... • 730.240 '734 I '1 0 0 736.280 '735 I 480 '734. 880 73!:.i I 4\3 u 7~35 I 24 () '7':;••::· C•4(. ~,.hJo T J /'35 I 840 '?35.640 , ......... ,,.... 1.-l-t ... ) ~J ~~) I // \ '?:36 I 0 ~::; 0 ~7 .;3. 640 /34. 1 D 0 i~Lcr:;p 14 0 , 8f:1Z~LB TOP LB TOE LB Gi~DUND GROUND GRDUND BOTTOt1 BDTTO!vl GROUND GRDUND GROUND r:~~ L C A t:> 1 4 0 • ~=~ ~~~·~ . ::.1~: B i.,!~DI,..J i~S jq i:!: 0 \ . .J l,.lj s SPLIT L E:: D t,~ l1J S H f D ~tl i,tJ ~~ I I I I I I I I I I I I I I I I I I I ?REPAflED aY: ....... Q) (i) LL c ··- SUSITN,A HYDROG RAPr~ IC SURVEYS cnoss section SL21 1 40.8A2 Date of Survey: JULY 1 2, 1 9 8 2 f'ftEf'AFtED FOR: -----------·-------~·-·-----·-------------------------- ... e PDINT ·~ }( ; \) -----4-------··..-- ) Cross section d-::.ta: i 0.000 ·-· 33.000 .-.... 3 51 .0()0 4 91 .000 c· 131 000 ;,:J • 6 "192.000 ..... 26t .ooo " I 8 308.000 9 342.000 10 37~~. 0 0 0 1 l 404.000 '{ •'"\ .I.C:. 42'1 .000 l-5 441 .000 14 •449 I 0 0 0 '15 45t .000 '16 456.000 Wa ·t er• surface data: 'I 33 I 0 0 0 .. 2 421 .000 0 i .. iiN 0 .000 Mf.1X 456.000 ,~--"·-----~ I C1 \."US'" ''"i\· •. , •.• .._. .•. w OG-.J 1\.lj ••... i-· c-·Uf>tJr.:·v~-· ,:) .... L I Hh H l .VI~ ;,I-. C··1 ri.L \.1 .:> \ 1:;. 1 ·.:> cross section SL21 140.6Wl Di:'lte {) i: S:Ji"V•?I.l: JULY 12 .. :t s.~(32 .. , ~ :OESCF<IPTIDN • T • .... ---·····--·-----.. ···------·-··--- 735.530 r~ILCPtP 140, 6i.td LB '7~31 I 4-70 729.410 BOTTOd 729.300 7~~8 I 700 ..... ::)9 ~:> 0 0 /~;;.. . ,_ 728.210 BOTTON 72S'. 50 0 730.000 I '"'':)9 90 .. I r-, U -.":i Q 1 0 (' .. ~. • J :t ')T""'·n "I .::'1\ 1 ·-' '731 .610 .... '?; -· '::-0 f) /..,,':;},t;;., • TOP 733.700 TOE R:Et ........ ~ '00 /~;.:J.b TOP HB 735.900 f~LCAP 140. 6W1 RB 731 .470 LECH~ ws '731 .610 R EQl,j vJs 728.2t0 7-rr: <J no ,j...J ' - B-25 I I . I 1\. i ~ ..._ •.•.. /"· ' PR!l!PAAED BY: A&M CQNSULTA~TS. INC. cross section SL21 1 40.6W1 Date of Survey: JULY 1 2, 1 g,a 2 PREPARED FOR: POINT Cross 1 2 -3 4 l::' -.:J 6 -· I 8 q ~ 10 1 1 1 .-~ '13 14 15 '16 ~~ <-l t er 1 2 Mii'l i"iAX see-r ion sur-face data: \J 10ft l .. '7. 0 0 :.l- 12.000 18.000 24.000 31 .000 39.000 48.000 57.000 62.000 70.000 8:2' 0 0 0 94.000 109.000 126.000 141.000 data: 7.000 62.000 0.000 141 I 000 SUSITNt=i HYDROGR~tPl .. IIC SURVEYS -• J ... L,...·o ·14' o· · · ~-· ~ross sect1on o ~ .b~~ I ... ....,,-t .... ,......,. 0 l.!>f.~ .. ~ 731 I '7 'l 0 730 .~j00 730,500 '730 '60 0 '73'1 .000 731.100 731 .300 731 .500 ?3'1 .730 732.100 '732' ·~00 732.800 733 '1 0 (j 733.900 '734 ·, 250 73'1 ,710 '73'1 .730 730.500 737.330 B·-27 l:tEf>CR IPT I Dt··,! --~--··-----··--......... .. r~LCP.tP 140.6H3LH I?.OTTOI"i BOTT0r1 GROUND GROUND ALCAP '1 4 0 ,. I··· ·:-: P ;:; I \J; l•h1 •, \•,. i...EQi,..J ws R EO\.IJ I,JS PREPARED BY: A&M (;ONSULTANT3, INC. SUSITNA HYDROGRAPHIC SURVEYS cross section SL2 0 1 40.6H3 Date of Survey: JULY 27, 1 982 PAEPAHED FOR: -·-. -~--· -~---------------------~---·-------- ... Pf.JINT Cross 1 2 3 4 5 6 ..., / 8 q . 10 'l i '1 ::l ;... 13 14 l !.::' .. ::; "16 :l7 18 t•J,::t t er- '1 2 fr1iN i"iAX '~-"~""·~---~ .. ~ ""~'·• ~.b --~ ~ " sectJ.on sur·face ·. )t ·' ciai>3: o.ooo 5.000 9.000 1.3.000 lB.OOO 22.000 28.000 33.000 38.000 43. 0 0 (I 48.000 1:"':) 0 .. 0 ,J;._. u 57.000 61 .ooo 66.000 70.000 75.000 79.000 ciuta: 9.000 70.000 0.000 79.000 SUfiTNA HYDROGRAPHIC SURVEYS c ·ss section SL20 140.282 ' ~- JULY ·. y J 729~660 '7:~8. 4 0 0 /'t::7. 480 72'7 I 20 0 727~100 /'26.900 726.800 '726.600 726.500 I 726150 0 726~100 726 I 1 (} 0 726.000 726.000 726.400 '727 = 4BO 731.700 732.200 .... , •:;:,7 .AP 0 ~;.;. •• u 727.480 726.000 732.200 B-29 DESCRIPTION -----··----.. --... ·-·- c~LC~,p 14 0 . ;;:s;~LB :8RE1~l< BDTT0f1 BDTTOi'·l BDTTOi·1 BDTTOI"'i TOP BANK .. -'P '14--.. ,.:)·--· (.:t L 1_; f·~ U , :C b ~-~'~ 1-!o LEG!~ WS HEOl!.l l..tJS tD I PREPARED BY: ....... Q) Q) u.. c ·- R&M CONSULTANTS. INC. SUSITNA HYDROGRAPHIC SURVE~YS ,_.AEf'AFtEO FOfi: --------------------- cross section SL2 0 1 40.2S2 Date of Survey: JULY 27. 1 982 l I I I -------------_,__--.. ----------------"'-----------·-,- rJ --·-·-'' ! ---_ .. ___ ---·-------· ·------------·----·,---·--·~·' POINT Cross 1 ? ._ 3 4 I:' ;;:.) 6 .... I 8 9 10 1 1 12 i3 14 15 16 17 18 19 20 21 22 :;)_., ..... .:> 24 Water '1 2 riiN i·H~ X section surface data: u.OOO 8.000 20.000 33 I 0 0 0 4'1 .GOO 48.000 55.000 61 .000 67.000 73.000 81 1000 88.000 95.i)00 100.000 120.000 131 .OOu 134.000 155.000 171 .GOO 17Y.000 182.000 187.000 198.000 2091000 da·t.a: 20.000 13'1 .000 O.GOG 209.000 SUSITNA HYDROGRAPHIC SURVEYS cross section SL20 140.1W1 Date of Survey: JULY 24. 1982 I ··y·· 728. 140 '72'? I 220 725.510 '7 "jt::' ~ 1-. ...J I 020 724.920 72.:1, 820 7':14 '?'j :'J '-t G:.;.U '?24.320 '7':14 o·:;,o I t;.;. t t- 723.620 723 I 120 7'7l":J 9~=> 0 t;;;.4,. I t- 724~420 '724 I 980 725.480 '72S. 630 /'27. 080 "''?6 9·-·o /._ • 0 /'27.880 '?29. 480 '731 .580 7321380 732.580 733.760 /'25.5'10 725.630 722.920 '733.760 B-31 1)E~3CRIPTIDN ·----··--·-.. ------ i;Lcr~tP 140. li,.j1LB BRE,~i< BOTTOM BOTTOM BOTTOM TOP GROuND BREr~d< TOE TOP 1:'•c~rr .0 'J. \ Gi~OUI ... ~D ALCAP u~ x -~s:~ LEOW l~S i~ EOI.sJ t-JS ' . SUSITNA H.YDROGRAPHIC SURVEYS +I Q) Q) LL ttl ~ .5 N c: 0 '+' cu > Q) w PfJEPARf!D BY: PP.EPARED FOR: cross section SL2 0 1 40.1W1 I Date of Survey: JULY 24, 1 982 Aroce ",i A&M CON3ULTANTS, INO. ~~nLu .~j '-----:----------------------·---------------" ~ I , 5USJTNA HYDROGRAPHIC SURVEYS r CI"'O~'..> ~;ec t ion SL19 139.BW1 I Date of Surve~: JULY 24. 1982 I POINT , X, ' '{ ' DESCRIPTION -----------------------________ .......... _._ __ I Cross section data: 1 0,000 725.090 ALCAP 139.8W1L~ 2 6,01i0 721.580 I 3 15.000 719.300 4 24.000 718.000 5 38.000 718.300 ~OTT OM b 50.000 719.000 1. 7 59.000 719.400 8 68.000 719.800 9 76.000 720.300 ~OTT OM I 10 81.000 721 .550 11 94.000 722.500 12 104.000 722.500 GROUND I 13 117.000 721.600 TOE 14 123.000 723.500 15 128.000 724.500 16 135.000 724.200 I 17 143.000 724.360 GROUND 18 1'56.000 724.200 19 174.000 724.000 20 192.000 723.900 21 206.000 724.600 GROUND 22 222.000 723.500 TOP 23 227.000 721.540 24 236.000 721.100 BOTTOM 25 246.000 721.500 26 257.000 721.300 27 270.000 721.300 28 287.000 721.900 BOTTOM 29 301.000 722.300 30 315.000 722.200 31 327.000 721,080 32 33'7. 000 721.500 33 350.000 721.000 BOTTOM 34 3j9.000 721.000 35 368.000 720.500_ 36 37B,OOO 720.400 37 389.000 720.500 ~OTT OM 313 394.000 721 .890 39 39B.onn 724.180 TOP 40 413.000 725.000 GROUND 41 427. 00 f) 725.140 ADF~G ALCAP*19 Water surface data: l 6.000 721.580 LEOW ws 2 81.000 721.5~0 REOW WS SPLIT 4 227.000 721.860 LEOW ws L' ..J 287.000 721.900 REOW ws SPLIT B-33 , I f 1 PAEPARI!D IIY: -1\J Q) Q) LL c ·- ~&M CONSULTANTS, INC. SUSITNA HYDROGRAPHIC SURVEYS cross section SL 1 9 1 3 9.8W1 Date of Survey: JUL't' 2 4, 1 9 8 2 PAEPAAED FOR~ I I 7 .. ~ MIN MAX 327.00(1 394.000 0.000 427.000 721.900 721.890 718,000 725' 140 B-35 u~ow ws PEOW WS SUSTTNA HYDROGRAPH[C SURVEYS ,. cross section SL16 138.3H4 Date of Surve~: JULY 22:-1982 POINT 'X' \'(I DESCRIPTION ---------------------------------.-.·--- Crass section data: 1 0.000 708.860 ADF&G ALCAP LB 2 8,000 704.600 TOE 3 22.000 704.700 GROUND 4 46,000 704. 10 0 5 69.000 703.700 6 88.000 703.700 GROUND 7 101.000 703.480 8 115.000 703.300 9 129.000 703.000 BOTTOM 10 142.000 703.100 11 154.000 703.100 12 166.000 703.400 13 174.000 703.400 BOTTOM 14 186.000 703.640 15 188.000 704.140 TOE 16 190.000 707.000 BREAI\ 17 195.000 709.220 ADF~G REBAR RB Water surface da'la: 1 101.000 703.480 LEOW ws 2 186.000 703.640 REOltJ ws MIN o.ooo 703.000 MAX 195.000 708. 86ll B-l(i . t --1• I [tJj I ( w -....) .- Q.l en u.. c ·- c 0 +i ro > CD w PREPARED BY: R&M CONSULTANT~. INC • SU.SITNA 1-·lYDROG RAPH IC SURVEYS ;'lltiiiiiF· I cross section SL 1 6 1 3 8.3H4 Date of Survey: JlJLY 2 2, 1 9 8 2 PREPARED FOR: I i r t: ! l I I ! SUSJT~A HYDROGRAPHrC SURVEYS cross sectton SL16 138.083 Da'te of Surve!JI JULY 24~ 1982 POINT 'X' 'Y' DESCRIPTION ----------------------------------·---- Cross section data: 1 0.000 705.620 ALCAP 138.0S3LB 2 6.000 705.370 TOP BANK 3 10.000 700.940 4 17.000 699.6?0 BOTTOM 5 23.000 699.8?0 6 31.000 699.570 7 38,000 699.670 a 45.000 699.770 BOTTOM 9 52.000 699.970 1 0 64.000 700.980 11 74.000 703.270 TOE 12 77.000 704.870 TOP BANK 13 84.000 706.050 ALCAP 138, OS3R:Ec Water surface data: 1 10.000 700.940 LEOW ws 2 64.000 700.980 REOW ws MIN 0.000 b99.570 MAX 84.000 706.050 B-38 ..... Q) Q) u.. ':;1 I c w \0 c 0 ~ IV > Q) u::; Pfti!P"AJIII! 0 IIY: R&M CONSULTANTS. INC. SUSITNA HYDROGRAPHIC SURVEYS --- cross section SL 1 6 1 3 8.053 Date of Survey: JULY 2 4, 1 982 ------------ POINT ----- Cross sec:tion 1 2 3 4 5 b 7 B 9 10 11 Water surfac:e 1 2 MIN MAX I 'X I --------- data: o.ooo 7.000 17.000 20.000 23.000 34.000 45.000 57.000 72.000 101.000 139.000 data: 20.000 72.000 0.000 139.000 SUSITNA HYDROG~APHlC SURVEYS c:ros~ section SL1b 137.952 Date of Sur~e~: JULY 'Y' 702.210 701.000 699.700 b9B.Bb0 697.600 697,900 698.000 698.500 b98.990 b99.500 701.240 698.860 698.990 697.600 702.210 B-40 1982 DESCRIPTION ADF.\G REBAR LB BREAI< BOTTOM BOTTOM GI~OUND ALCAP 137.952RB LEllW W5 REOW WS 1 i tp ~ 1--J ...... Q) Q) l.L c:: ·- :_;:j co > Q:l w PREPARED BY: R&M CONSULTANTS. INC~ SUSITNA HYDROG RAPI-IIC SURVEYS 1- ' ~ cross section SL 1 6 1 3 7.952 Date of Survey: JULY 2 2, 1 9 8 2 l PfiEPAAED FOR: f ·'i ------------------------------·----------------' ~ ,.,.0, 1--·-- , POINT 'X' Cross section data: 1 0.000 2 5.000 3 12.000 4 15.000 5 23.000 6 33.000 7 42.000 8 52.000 9 63.000 10 75.000 11 89.000 12 97.000 13 108.000 Water surface data: 1 15.00() 2 97.000 MIN 0,000 MAX 108.000 I I I I SUSITN~ HYDROGRAPHIC SURV~iS cross section SL16 137.8W1 Date of Surve~: JULY 1982 'Y' DESCRIPTION 702.010 ALCAP 137.8W1LB 700.600 BREAK 699.500 698.230 696.300 BOTTOM 695.600 695.100 695.100 BOTTOM 695.600 696. 000 696.800 BOTTOM 698.230 701.740 ALCAP 137.8W1RB 698.230 LEOW ws 698.230 REOW ws 695.100 702.010 ~~~--~~---------------------------- -II,) II,) LL ttl I ""' w c: c: .~ -CQ > II,) w A&M CONSULTANTS, INC. SUSITNA HYDROGRAPHIC SURVEYS cross section SL 1 6 1 3 7.8W1 Date of Survey: JULY 2 2, 1 982 m -- -------------~-- POINT I ----- Cross sect1on 1 2 3 4 5 6 7 8 9 10 11 12 I 13 14 15 I 16 "l7 18 19 I 20 21 22 I 23 24 25 I 26 HIN I MAX I I I I I I 'X' --------- data: 0.000 8,000 15.000 27.000 44.000 61.000 78.000 94.000 110.000 125.000 139.000 153.000 167.000 178.000 191.000 199.000 209.000 217.000 228.000 242.000 254.000 267.000 276.000 286,000 294.000 307.000 O.OO(J 307.000 SUSITNA H1DROGRAPHIC SURVEYS cross sert1on SLtt 136.5H4 Date of Survey: JULY 28 .. 1982 'y, 689.360 689.700 689.000 688.800 688.300 687.700 687.300 686.600 685.800 685.100 685.600 685.700 685.600 685.400 685.500 684.200 684.000 684.900 684.700 684.900 685.100 684.900 684.800 685.300 688.100 688.670 684.000 689.700 B-44 DESCRIPTION ALCAP 136.5H4LB TOP BANK GROUND GROUND GROUND GROUND GROUND GROUND TOE TOP BANK LRX -44 I tp ~ Ul i --------------------------------------------------~------------·------------ +# Q) tf c or-. c 0 ., (0 > Q) w SUSITNA HYDROGRAPHIC SURVEYS cross section SL 1 1 1 3 6.51-14 Date of Survey: JULY 2 8, 1 9 8 2 PREPARED FOR: ..... ! ---------·------------------,, l ~ POINT Cross section 1 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 16 17 18 19 20 21 22 23 24 25 I Water surf ace 1 ~ ... I MIN I MI1X I I I I I 'X' data: 0.000 4. 000 13.000 19.000 28.000 33.000 40.000 54.000 68.000 77.000 87.000 97.000 106.000 116.000 122.000 130.000 139.000 148.000 158.000 169.000 178.000 189.000 195.000 200.000 204.000 data: 68.000 189.000 0.000 204.000 SUSJTNA HYDROGRAPHIC SURVfYS cro~.s o;;ect1on Slll 136.5Q3 Date of Survey: JULY 28~ 1982 'Y' 688.630 688.200 68'5. 10 0 684.600 682.200 681.900 683.900 683.800 682.260 681.300 680.900 681.200 680.900 680.700 680.200 680.200 680.400 680.700 680.700 680.900 681.400 &82.260 684.000 685,600 686. 170 £.02.260 682.260 680.200 688.63ll B-46 DESCRIPTION ALCAP 136.5Q3LB TOP BANI\ EDGE TOE BOTTOM EIDTTDM EIDTTOI1 TOE TOP BANK ALC1W 136. 5Q3RB LEOW WS REOW WS .... G) .:1) lL td I ~ .5 -.J PREPARED BY: i I' R&M CO~BULTAt.'TS, INC. )J~ ~~ -1 SUSITNA HYDROGRAPHIC SURVEYS rl I I • . , .. . . PREPARED FOR: ______________________________ , ________________________ , cross section SL 1 1 1 3 6.503 Date of Survey: JULY 2 8, 1 9 8 2 ~ SUSJTNA HYDROGRAPHIC SURVEYS cross sec1ion SL11 135. '/52 Date of Surve~: JULY 28 .• 1982 POINT ··x' ~ y I DESCRIPTION ---------------·----------------------- Cross section data: 1 0.000 675.880 ALCAP 135, 7S2LI1 2 4.000 674.150 GROUND 3 10.000 672.250 4 15.000 671.550 EDGE 5 18.000 670,840 b 21.000 670.450 BOTTOM 7 25.000 670.250 8 29.000 670. 150 9 32.000 670.150 BOTTOM 10 37.000 669.750 1 1 43.000 669,750 12 50.000 670.450 13 58.000 670.760 14 67.000 671.650 GHllUND 15 80.000 671.950 16 100.000 672. 550 17 116.000 673.350 GROUND 18 130.000 673.550 19 140.000 674.250 20 152.000 674. 050 21 165.000 674.360 ALCAP 135,7S2RB 22 167.000 676.850 TOP BANK Water surface data: 1 18.000 670.840 LEOW ws 2 58.000 670.760 REOW ws MIN 0. 1){1 0 669.750 MAX '16'7' 000 676.850 B-·18 tp ~ \.0 -------------------------------------·---------. l -Q) '~ lL c ·- c 0 :;:::# t'O > Q) m PREPARED ~Y: R&M CONSULTANTS. INC. SUSIT.f\JA HYDROG FlAPH IC SURVEYS .. '• I I I 0 ~ ... ,1 ••• ,, cross section SL 1 1 1 3 5. 7S2 Date of Survey: JULY 2 8, 1 9 8 2 PREPARED FOR: .,: : .. > 0 ,. [i· c; .L;: ' 1 ! ) I -~ { i I 1 t f i l I 1 J l l ,, t l l I i l I I l I ~ ; j I l I r: l POINT ----- Cross 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 lb 17 18 19 20 w~ter 1 2 MIN MAX section sur-face data: 0.000 3.000 5.000 12.000 23.000 31.000 58.000 67.000 76.000 85.000 94.000 104.000 112..000 1;~1. 000 131.000 140.000 148.000 164.000 180.000 183.000 datat 5.000 148.000 0.000 183.000 SUSITNA HYDROGRAPHIC SURVEYS cross section SL11 135.5W1 Date of Surve~: JULY 28~ 'Y' 675.800 670.530 669.700 667 . .:,30 667.930 665.730 665.830 667.830 667.830 ,666.730 666.030 666.530 666.930 667.530 668.330 668,830 669.590 670.230 670.630 672.77G 669.700 669.590 665.730 675.800 B-50 1982 DESSRIPTION -----~-------- ALCAP 135.5W1LB TOE BOTTOM BOTTOM BOTTOM ALCAP 135.5W1RB LEOW WS REOW WS -·· . ·. -.... "'::"- i 1 i '·' -\ ' PREPARED 8Y: SUSITN,A, HYDROGRAPHIC SURVEYS _,..._ ... c:: ·- c ~ t ~-----4------~------4-~--~r------~-------1-------·3 w cross section SL11 1·35.5W1 Dat'" of S-..trvey: JULY 2 8, 1 9 8 2 PREPARED FOR: , ·I i j j ! I l I 4 I '·j i I I I ! I l I 1 l l l I 1 •Jl i ') ! ! l I l i t POINT Cross •i 2 3 4 5 6 7 8 9 10 l1 12 13 14 15 16 17 18 I...! at er 1 2 MIN MAX section sur\f ace 'X .. data: o.ooo 8.000 18.000 28.000 38.000 46.000 61.000 97.000 142.000 181.000 213.000 245.000 288.000 31~.000 32Cf'.OOO 349.000 354.000 357.000 data: 18.000 329.000 o.ooo 357.000 ... . . -SUSITNA HYDROGRAPHIC SURVEYS cross section SL11 135.151 Date of Survey: JULY 29~ 1982 ,, I 672.000 667.770 664.380 662 I 500 662.000 661 • 70 0 660.200 661 . 30 0 ,66le900 662.400 662.400 662.500 660e90Q 661.900 664.37U 666.670 668i970 669.560 664.380 664.370 660.20\J 672.000 B-52 DESCRIPTION ___ _... _________ _ ALCAP 135. 181LB BOTTOM BOTTOM BOTTOM TOE TOP BANK ALCAP 135.1S1RB LEOW WS REOW WS ---"' -.. . -. . - 9' \Jl L-J -Q) &f .s c 0 :;: ta > .!! w ,.,.I!,.MI!D IIY: A.M CONSULTANTS, INC. SUSITNA HYDROGRAPHIC SURVEYS cross section SL 1 1 1 3 5.151 Date of Survey: JULY 2 9, 1 9 8 2 I I I I I I I I POINT ----- Cross 1 2 3 4 5 6 7 8 9 1 0 1 1 12 Water 1 2 MIN MAX SUSITNA cross Date of 'X' --------- section data: 0,000 5.000 8.000 10.000 14.000 19.000 23.000 30.000 34.000 37.000 41.000 44.000 surface data: 10.000 30.000 0.000 44.000 HYDROGRAPHIC SURVEYS section 5Ll [J 134.151 Surve~: JULY 29 .• 1982 'Y' DESCRIPTION ----------------------- 654.370 ALCAP 134 .1S1LB 654.200 TOP BANK 652.200 TOE 651.900 651 .200 BOTTOM 651.400 &51.100 BOTTOM 651.920 &53. 100 BREAK 652.400 &53.700 TOP BANK 654.240 ALCAP 134.1S1RB 651.900 LEOW WS &51.920 REOW ws 6'51 . 1 0 0 654.370 B-54 AloM CONSULTANTS, INC. SUSITNA. HYDROGRAPHIC SURVEYS cross section SL 1 0 1 3 4.1S1 Date of Survey: JULY 29, 1 982 I '----------' ·-----------------------------------------------------------------------~ , "" SU5ITNA HYDROGRAPHIC SURVEYS cross section 4TH OF JULY 131.254 Date of Surve!l: AUGUST 3~ 1982 POINT 'X' '> y I DESCRIPTION ------------------------------------- Cross section data: 1 0.000 624.390 ALCAP 131.2S4LB 2 3.000 624.510 TOP BANK 3 6.000 621.510 4 13.000 618.910 5 39.000 617.810 TOE 6 49.000 618,510 7 77.000 617.670 8 102.000 617.200 9 116,000 616.900 1 0 127.000 616.600 11 138.000 616.500 BOTTOM 12 151.000 616.300 13 164.000 616.000 14 178.000 616.300 15 188.000 615.500 BOTTOM 16 203.000 615.200 17 223.000 615.600 18 236. 0 00 616.000 19 248.000 616.300 BOTTOM 20 262.000 616.600 21 274.000 617.000 22 285.000 616.800 BOTTOM ~-..... ~ 298.000 616.300 24 310.000 615.900 25 320.000 615.800 BOTTOM 26 328.000 617.520 27 333.000 619.010 BREAK 28 338.000 620.410 TOE 29 339.000 620.210 TOP BANK 30 343.000 626.180 ALCAP 131, 2S4RB Water surface data: 1 77.000 617.670 LEOW WS 2 328.000 617.520 REOW WS MIN 0.000 615.200 MAX 343.000 626. 1 BO B-56 I PREPARED BY: R&M CONSULTANTS, INC. SUSITNA H'YDROGRAPHIC SURVEYS cross section 4TH OF JULY 1 31.2S4 Date of Survey: AUGUST 3, 1 9 8 2 PREPARED FOR: POINT Cross section 1 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 . '31 32 33 34 35 36 'X I data: o.ooo 16.000 26.0011 33.000 37.000 55.000 70.000 81.000 96.000 109.000 134.000 147.000 1'5'5.000 163.000 167.000 182.000 200.000 219.000 238.000 2'50.000 259.000 264.000 271.000 282.000 290.000 298,000 307.000 315.000 32'5.000 333,000 345.000 360.000 363.000 371 . 00 0 379.000 383.000 Water surface data: 1 26.000 2 371.000 MIN MAX 0.(100 383.000 SUSITNA HYDROGRAPHIC SURVEYS cross section 4TH OF JULY 131.151 Date of Surve~: JULY 30~ 1982 'y I 619.08(1 618.970 617.590 614.520 612.920 &11.620 610.920 610.820 610.420 610.720 612.120 612.820 613.020 613.220 &13.320 614.420 614.920 614.520 614.020 614' 020 614.020 &14.220 614 0120 614.820 615.320 615.620 616. l20 616.320 616.520 616.220 617.520 617.870 616.'570 617.470 619.670 623.030 617.'590 617.470 610.420 623.030 B-58 DESCRIPTION Ai..CAP 131 . 1 S 1 LEI TOP BOTTOM BOTTOM BOTTOM BOTTOM BOTTOM BOTTOM BOTTOM ALC.~P 131 .1S1RB LEOW WS REOW WS ttl I U1 ID -~ CD u. c c 0 :,:::; CQ > Q> ijj A.WI CON3ULTANTS, INC. SUSITNA HYDROGRAPHIC SURVEYS cross section 4TH OF JULY 1 31.151 Date of Survey: JULY 30, 1 982 SUSITNA HYDROGRAPHIC SURVEYS cr OS!:"• sec'tion SLOUGI-t 9 12.9.3H9 Da1e of Surueu: AUGUST 1 ~ 1982 POINT 'X' 'Y' DESCRIPTION -------------------------------------- Cross sec'tion data: 1 0.000 606.770 ALCAP 129.3H9 LB 2 6.000 605.430 TOE 3 20.000 605.630 TOE 4 21.000 bOb. 130 TOP 5 26.000 606.130 GROUND 6 34.000 605.130 7 46.000 604.830 BOTTOM 8 61,000 604.830 9 78.000 604.730 10 92.000 604.330 11 105.000 604.030 BOTTOM 12 117.000 605.090 13 140.000 605.430 14 142.000 605. 020 15 177.000 604.330 BOTTOM 16 197.000 604.330 17 215.000 604.330 18 232.000 604.230 19 25.2.000 604.330 BOTTOM 20 271.000 604.430 21 288,000 604.3'30 22 308.(100 604.330 23 331.0\JO 604.230 BOTTOM 24 354.000 604.130 25 380.000 603.930 26 401.\JOO 603.530 27 421.000 602.530 BOTTOM 28 435.000 602.730 2r1 453.000 602.830 30 464.000 603.830 . 31 475.000 601.230 £COTTOM 32 481.000 600.730 33 489.000 603.760 34 497.001.1 605.230 35 498.000 607 .630" TOP BANK 36 508.000 608.180 ALCAP 129 o 3H9 RB Water surface da'ta: 1 34.000 605. 130 LEOW ws 2 11"7.000 605.090 REOW ws SPLIT 4 142.000 60S o 020 LEOW WS 5 4U9.0U!J 603.760 REOW ws MIN O.OGO 600,730 MI'~X 508.000 608.180 B-60 -Q) tf tJj c ·-I m ~ c: 0 =+::; (0 > Q)_ -' w PREPARED BY: R&M CONSULTANTS. JNC. -~ oo SUSITNA HYDROGRAPHIC SURVE.YS ~ ~ cross se,ction SLOUGH 9 1 2 9.3H9 Date of Survey: AUGUST 1, 1 982 FAEPAAED FOR: ~1.~-----------------------------------------------------------------------------------~ ~ { SUSI TN~\ HYDROGRAPHIC fURVEYS eros~ section SLOUGH 9 t29.3S8 Date of Survey: AUGUST 1 ~ 1982 POINT 'X' "Y' DESCRIPTION ------------------------------------- Cross section data: 1 0.000 &08.280 ALCAP 129.358 LB 2 8.000 &06.540 3 19.000 &04,240 TOE 4 22.00(} &02,940 5 32.000 &02.340 BOTTOM 6 43.000 602.340 7 57.000 &02.240 BllTTilM 8 &9.000 &02.140 9 84.000 &02.540 to 93.000 &02.710 1 t 96.000 &03.240 TOP BAR 12 99.000 &02.840 TilE 13 124.000 &03.240 14 131.000 &03.190 15 147.000 &02.340 BllTTilM t& 1&0.000 &02.340 17 173.000 &02.440 18 188.000 &02.340 19 204.000 6(12.340 BOTTOM 20 222.000 &02. 140 21 234.000 &01.940 22 251.000 602.440 ?-._,) 259.000 &02.950 24 266.000 603.940 25 271.000 606.440 TOP 26 278.000 &06.330 ALCAP 129.358 RB Water surface data: 1 22.000 602.940 LEilloJ ws 2 93.000 602.900 REOW WS SPLIT 4 131.000 603.190 LEOW WS 5 259.000 602.950 REilW WS MIN 0.000 601.940 MAX 278.000 &08.280 I I I l f) ..J -Q) Q) lL c c .2 -to > Q) jjJ Pfii!PAfti!D DY: R6t.4 CONSULTANTS, INC. SUSITNA· HYDROGRAPHIC SURVEYS cross section SLOUGH 9 1 2 9.3S8 Date of Survey: AUGUST 1, 1 982 POINT ----- I Cross I I I 1 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 Water 1 2 MIN MAX 'X' --------- section data: o.ooo 3.000 6.000 13.000 21.000 26.000 36.000 43.000 51.000 58.000 65.000 68.000 71.000 72.000 74.000 surface data: 6.000 65.000 o.ooo 74.000 SUS I TN~ HYDROGRAPHIC SURVEYS cross section SLOUGH 9 129.4T7 Date of Surve!l: AUGUST 1 ~ 1982 'Y' DESCRIPTION ----------------------- 605.430 ALCAP 129.4T7 LB 604.000 601.670 601.030 BOTTOM 600.530 600.330 BOTTOM 600.430 600.530 600.930 601.030 BOTTOM 601.840 603.230 BREAK 603.130 TOE 605.130 605.660 ALCAP 129.4T7 RB 601.870 LEOW ws 601.840 REOW us 600.330 605.660 B-64 I lJ I I ,1 .... CD CD u. ·= c 0 :0::::0 co > CD iii R&M CONSULTAI'.TS, INC. SUSITNA HYDROGRAPHIC SURVEYS cross section SLOUGH 9 1 2 9.4T7 Date of Survey: AUGUST 1, 1 9 B 2 I j I SUSITNf% HYDROGRAPHIC SURVEYS l cross section SLOUGH 9 129.5T6 1 l Date of Survey: AUGUST 1 ·' 1982 : J POINT 'X·' DESCRIPTION j 'Y' ... 1 -------------~ --------------.:--~------ ' l I Cross section data: I 1 0.000 610.3.90 ALCAP 129.5T6 LB l 2 10.000 607.760 GROUND '.j .j 3 14.000 607.360 TOE :~J 4 16.000 608.360 TOP ~> 5 22.000 609.160 BREAK "~ 6 29.000 607.360 TOP ·-l I ,_ 7 31.000 605.660 TOE ' I 8 40.000 603.660 ! ) 9 44.000 •604 ~ 760 I 1 10 53.000 606.960 TOP BANK I ., l 11 62.000 607.060 GROUND I I 12 68.000 606.660 TOP I 13 73.000 603.870 14 76.000 603.660 BOTTOM -~1 l_• __ jl 15 79.000 603.800 j 16 89.000 603.960 TOE I 17 93.000 605.760 TOP BA~K 18 102.000 607.060 BREAK l 19 106.000 607.260 20 112.000 604,960 LOW l 21 121.000 605.060 TOE I (! 22 123.000 606.460 TOP 23-132.000 606.660 GROUND i 24 141.000 606,160 BREAI< I 25 145.000 605,260 LOW ! 26 149.000 605.860 BREAK I 27 156.000 " 605.260 GROUND ~ J I 28 165.000 604.860 LOW ·o l j 29 172.000 606.160 l 30 177.000 605. '760 . TOE --. --ta-o·-. ·a·o o .. :----:-... . 606.560 . . -. . . •· . 31 -~--.. . '""::'"-l 32 194.000 606.260 I \ J 33 198.000 605.460 I 34 201 .ooo 602.920 35 212.000 602.260 . BOTTOM 36 217.000 602.910 37 222.000 603,860 38 224.000 605.360 39 230.000 606.660 TOP BANK 40 235. 0 0 0 604.860 41 241.000 606.660 42 " 254.000 606,660 GROUND 43 270.000 606.360 44 280.000 6~5.960 45 284.000 60'7,4"10 ALCAP 129.5T6 RB Water surface data.: 1 73.000 603.870 LEOW ws 2 7<'9.000 603,800 I~EOW ws SPLIT 4 201.000 602.920 LEOW ws ~ ~17.000 AO?.Q10 PI=" nrJ loiR B-66 ... _,_, ~...,_,,"~-·~,, ··-~~ SUSITNA HYDROGRAPHIC SURVEYS cross section SLOUGH 9 1 2 9.5T6 Date of Survey: AUGUST 1, 1 98 2 SUSITNA HYDROGRAPHIC SURVEYS cross sect1on SLOUGH 9 129.255 Date of Surve~: AUGUST 1 ~ 1982 POINT 'X' 'y, DESCRIPTION ------------------------------------- Cross section data: 1 0.000 605.080 ALCAP 129.255 LB I 2 13.000 605.090 TOP BANK ::; 27.000 603.390 BREAK 4 49.000 602.890 TOP <:" 51.000 601.410 ..J I 6 58,000 600.090 BOTTOM 7 69.000 600.590 8 79.000 600.190 I 9 89.000 599.790 BOTTOM 10 99.000 599.590 1 1 109.000 599.790 I 12 119.000 599.890 13 129.000 600.090 BOTTOM 14 140.000 601.390 15 154.000 601.490 BAR I 16 167.000 601.490 17 l78,000 601.190 18 189.000 600.690 BOTTOM I 19 205.000 60 t. 490 20 214.000 604.490 21 220.000 606.010 ALCAP 129.255 RB I Water surface data: 1 51.000 601.41. LEOW ws 2 205.000 601.490 REOW WS I HIN o.ooo 599,590 I MAX 220.000 606.010 I I I I I I B-68 PREPARED I!JY: ...... Q) (1) LL c: ·- R&M CONSULTANTS. INC. :J. ---·-------· SUSITNA HYDROG RAP~~ IC SURVEYS cross se.ction SLOUGH 9 1 2 9.2S5 Date of Survey: AUGUST 1, 1 982 ; j PfiEf>AFiEO fOR: I I I I I I I I I I I I POINT Cross section 1 2 3 4 5 6 7 a 9 Water •urface "1 2 MIN MAX 'X' data: e .ooo 4.000 5,000 9.000 11.000 13.000 16.000 19.000 21,000 data: 5.000 16 t 000 0.000 21.000 SUSITNA HYDROGRAPHIC SURVEYS cross sec1ion SLOUGH 9 129.054 Date of Survev: AUGUST 1~1982 .. Y' 600.180 595.740 595.010 594.540 594.540 594.640 594.980 597.240 597.870 595.010 594.980 594.540 600 .180 B-70 DESCRIPTION TBM SPIKE IN TREE BOTTOM BOTTOM TOP BANI< ALCAP 129.054 RB LEOW WS REOW WS ..... Q.) G: U,_ tp c ......) ·-l-' c 0 :;:::; tO > Q) iii PAI!PAAED DY: A&M C"".ONSULTANTS. INC • . f . i .., SUSITNA HYDROGRAPHIC SURVEYS '• .. ~ cross section SLOUGH 9 1 2 9.0S4 Date of Survey: AUGUST 1~~ 8.8 2 1 PREPARED FOR: POINT Cross section 1 2 3 4 5 I 6 7 8 I 9 10 1 1 12 I 13 14 15 I 16 Water surface I 1 2 I MIN MAX I I I I I I I I data: 0.000 7.000 10.000 15.000 26.000 37.000 49.000 59.000 72.000 85.000 100.000 113.000 135.000 161.000 169.000 170.000 data: 15.000 135.000 0.000 170.000 SUSIT~A HYDROG~APHIC SURVEYS cross section SLOUGH 9 128.853 Date of Surve~: AUGUST 1~ 1982 'y I 600.100 599.130 595.630 593.960 592.460 592.360 592.560 592.660 592.660 592.860 593. 160 593.360 593.960 594.230 598.730 598.940 593.960 593.960 592.360 60 0 . 1 0 0 B-72 DESCRIPTION ALCA? 128.853 LB TOP BANK :EtOTTOH BOTTOM BOTTOM TOP BANK ALCAP 128.853 RB LEOW WS REOW WS _, ; ~ • ,_,! -, ~ r -(j) Q) lL c: ·- PREPARED BY: . SUSITNA HYDROGRAPHIC SURVEYS cross section SLOUGH 9 1 2 8.8S3 Date of Survey: AUGUST 1, 1 982 PREPARED FOR: .__ ____________________________ .,_,. .. .,._, --------------------- SUSITNA HYD~Or:.RAPHJC SURVF-fS cro-;s sPcti.on SLOliGI-I 9 128.4W1 D~te of SurvPy: AUGUST ""l ...... 198.~ POINT 'X' 'y' DESCRIPTION ------------------------------------- Croor;s sec:tion data: 1 0.000 599.080 ALCAP 128.4W1 LB 2 3,000 594.830 3 4.000 594.130 TOP 4 7.000 592. 130 5 18.000 589.980 BOTTOM 6 29.000 589.180 7 40.000 588.480 8 49.00() 588.280 9 57.000 588.480 BOTTOM 10 69.000 588.980 1 1 79.000 589.280 12 95.000 589.680 13 105.000 589.780 BOTTOM 14 118.000 589.980 15 132.000 '590.080 16 145.000 590. 180 17 156.000 '589.780 BOTTOM 18 167.000 589.780 19 178.000 589.980 20 190.000 591.180 BOTTOM 21 198.000 592.240 22 208.000 593.830 23 226.000 595.830 24 229.000 597.230 TOP BANK 2'5 231.000 597.480 ALCAP 128.4W1 RB Water su.~face dc'l ta: 1 7.000 592.130 LEUW ws ~ 198.000 592.240 REOW ws ... ·MIN n.ooo 5AA.280 MAX 231 . 0 0 u 599. 080 I I I \ ' j ; '~ l f ,,~---~ --.. --~ ... -1&1!11 --... --;o .......... ~ •• .,., _____ ..,._ ______ ....... .., __ ...... _________ ' ..;,..;...__, __ _ -Q) Q) J u . tp . 5 ....J U1 c 0 :p t'O > Q) w PREPARED PJY: R&M CONSULTANTS. fNC. SUSITNA HYDR(JGRAPHiC SURVEYS r•••r••a• cross section SLOUGH 9 1 2 8.4.W1 Date of Survey: AUGUST 2, 1 982 ----, ,,, ~ ' PREPAREP FOR: ~ ~~~t~l -------------------------------------~----------,-·· ----------------------------------~ I I I I I I I POINT ----- Crose; t 2 3 4 5 6 7 8 9 10 11 12 13 14 1'5 16 17 18 Water 1 2 MIN MAX 'X I --------- section rtata: 0,000 2.000 4.000 11.000 17,000 22.000 50.000 80.000 125.000 170.000 212.000 245.000 273.000 308.000 372.000 419.000 447.000 460.000 surface data: 11.000 273.000 o.ooo 460.000 SU5ITNA HYDfHJGRAPHlC SURVFYS CROSS SECTION AT LRX-30N3 'Y' DESCRIPTXON ----------------------- 600.990 ALC.AP LRX-30N3 LEI 600.900 TOP 598.400 '597. 0 0 0 595.500 595.600 IcOTTOI-\ 595.700 595.700 BOTTO I-\ 596.100 596.000 BOTTOM 596.100 596.400 BOTTO I-\ 597.100 598.200 599.000 TOP 598.700 598.600 599,750 ALCAP LRX-30N3 RB 597,000 LEOW ws 597. 100 REOL.J ws 595.500 600.990 B-76 I I r.·us I TN-:. HYDROGRAPHIC SURVEYS -~ . ._.. .I CROSS SECTION AT I...RX.,·30N2 POINT 'X" "Y" DESCI~IPTION I --------------------------·----------- I Cross section data: 1 0.000 596.150 AI.. CAP LRX-30N2 RB 2 20~900 595.800 TOP 3 42.000 594.300 I 4 60.000 593.800 TOE 5 74.000 595.900 6 :;n.ooo 596.100 HIGH PT I 7 103.GOO 595.600 8 136.000 594.400 BREAI< 9 '182.000 594.400 GROUND 10 ..,.~:::\ 0 0 0 594 I 00 0 I t;;;.t;;.>:.r! 11 23<]. 000 594.900 TOP 12 258.000 594.700 13 270.000 593.500 TO F.: I 14 299.000 593.200 '15 324.000 594.000 16 367.000 593.800 LOW PT I '17 407.000 591.300 18 425.000 591 .900 BREAK 19 443.000 591.700 20 450.000 590,800 I 21 465.1JOO 588.000 22 495.000 587.800 BOTTOM 23 526.000 588.200 I 24 ~49.000 588.700 BOTTOM 25 559.000 589.600 26 581.000 590.900 BOTTOM 27 593.000 591.800 I 28 628.000 594 I 500 29 650.000 594.400 30 707.000 595.300 HIGH PT I 31 735.000 594.700 32 792.000 594.800 3-3 a4-o • cr o-o -. 593.306 -BREAK 34 868.000 591.200 I 35 878.000 591.200 36 883.000 595.700 TOP ~B 37 901.000 596.900 I 38 915.000 597.480 ALCAP '128,4 Wl RB Water surf' ace data: 1 443.000 591.700 REDW ws I 2 593,000 591.800 LEOW ws I MIN o.ooo 587.800 MAX 915.000 597.480 I I B-77 .; ' 'f ~ -. • ~-1~ /. ~: . ", ...--,,' ~~--"'-'''--"' , •'· ·'. ~. "'"''··~-,~·-,_..,..,...,~~--:--, .. POIIH , X, -------------- Cross section data: 1 0.00(1 2 44.000 3 78.000 4 81.000 5 90.000 6 112.000 7 142.000 8 169.000 9 '199.000 1 0 232.000 11 262. 0 00 12 295.000 13 322.000 14 350.000 15 380.000 16 401.000 17 4~7.000 18 458.000 19 472.000 20 523.000 21 550.000 22 555. 00 0 23 562.000 24 563.000 25 '566. 0 0 0 26 570.000 Water sur-face rlata: 1 81 '0 0 0 2 380.000 I 4 '550.000 I MI;..i 0.000 MAX 570,000 I I I I I SUSi TN~ 1-.ft'DROGRfWHTC StJRVE iS CR05S S~CTJON AT I RX-30i'Jl 'y, t•ESCl~ IP T IOfo..l 592. :no i1LCAP LRX-30N1 591.680 591.1AO TOP 590.850 588.810 BOTTOM 586.?10 586.610 BOTTOM 587.210 587.410 BOTTOM 588.210 588.310 BOTTOM 589. 0 "l 0 589.810 BOTTOM 590.110 591.570 591.480 GIWUi-.ID 591.880 590.780 591 .980 HICH PT 591.580 591.120 590.380 BOTTOM 589.980 592.580 593.380 TOP RB 593.440 AL.CAP LRX-30Nl 590.850 LEOl..J loiS 591.070 REOW ws SPLIT 591 .120 LEPW WS 586.210 593.440 B-78 LB RB POINT Cross 1 2 3 4 5 6 ,. 8 9 10 11 12 '13 14 15 MIN MAX section 'X" data: o.ooo 10.000 16.000 34.000 53.000 66.000 79.000 93.000 108.000 112.000 119.000 126.000 133.000 138.000 142.000 o.noo 142 I 0 00 SUSITNA HYDROGRAPHIC SURVEYS cross section SLOUGH 8 126.689 Dat·e of Survey: AUGUST 4~ 1982 'Y" DESCRIPTION ----.-..:..--------.,ogo 579 I 1.50 ALCAP 126.689 577.530 577.130 577.530 TOP BANI< 575.73tJ 575.530 GROUND 576.730 577.230 577.730 GROUND 576.130 575.430 574.730 575.130 577.130 LB 579.840 ALCAP 126.659 RB 574.730 579.840 B-79 tp Q) 0 PREPARED BY: .5 c 0 SUSIT~JA HYDROGRAPHIC SUR\iEYS •• . . I. . I • ~·-----f-----1-----t-----f---,,----~-~ -t-----1 ~· /~ ~ .·. :;::; 1-------t-----t------t-·-----+---+-----t-----1 f!'O > CD m .. I I .. • I . Rl>M CONSULTANTS, INC. i 1 I I cross sect~o·n SLOLiGH 8 1 2 6.659 Date of Sur\re}V: :AUGUST 4, 1 962 ~ i . f'AEPAREO FOR: ·-----.;.;...·' --------·-._··r-. ___________________ __. .. I I I POHn Cross se>c:tion 1 2 3 4 5 6 7 a 9 tO 11 t2 13 Water surface 1 2 !'liN I"! AX 'X I dat<i: O.OOil 9.000 15.000 37.000 45.000 54.000 65.000 73.000 83.000 93.000 108.000 116.000 123.000 data: 37.000 73.000 0.000 123.000 SUSITN~ HYDROGRAPHIC SURVEYS cross section SLOUGH 8 126.558 Date of Surve~: AUGUST 4~ 1982 'y I 578.140 578.130 577.530 574.770 574.130 573.930 574.230 5?4.630 576.230 576.430 578.030 578.430 578.850 574.770 574.630 573.930 578.850 B-81 DESCRIPTION ALCAP 126.558 LB TOP BANK BOTTOM TOP BANK TOP BANK ALCAP 126.588 RB LF.:OW WS REOW ~~~~~ !9 ~ ~ 0) tf - tp . 5 (X) tv c 0 :;: (\J > Q) w PRE!PAAED BY: R&M CONSULJ"ANTS, INC. SUSITNA H·YDROGRAPHIC SURVEYS - '• . ' . . ·:, I :. I I t 1 • I ' .. e . cross section SLOUGH 8 1 2 6.5S8 Date of Survey: AUGUST 4jl 1 982 ::-r'•t••v r -----·-·-··· -~ . ~ -... .. . -... --.... ~·-........ ··~· ...... -------· !. --·-··· .......... " PftEPAftED FOR: POINT c .... oss 1 2 3 4 5 6 7 a 9 10 11 12 13 14 Water 1 2 MIN MAX section surf' ace data: 0.000 5.000 13.000 17.000 26.000 36.000 45.000 56.000 73.000 82.000 100.000 125.000 135.000 143.000 data~ 17.000 56.000 0.000 143.000 . SUSITNA HYDROGRAPHIC SURVEYS cross section SLOUGH 8 126.587 Date of Surve~: AUGUST 4~ 1982 i f ~· 'Y' 580.790 577.10 0 576.000 572.560 572.000 571.800 571.800 572.560 573.900 575.100 575.400 575.300 575.900 575.730 572.560 572.560 571.800 580.790 B-83 ~· DESCRIPTION _-:tat ___________ _ ALCAP 126.587 BOTTOM TOP BANK GROUND ALCAP 126.557 LEOW ws REOW ws LB RB ..... Q) CD lL lf .s a> ~ c 0 :;::; cq. ~· cu ill A&M OONSU~TANTS, INC. SUSIT .. NA HYDROGRAPHIC SLJRVEYS . I • I . . . l' :, I ,. • I t . •I • I .. • l ... .. , I .. . ' . I I . ' ~ . •• ,, ... , .. ~ .. ,. ~ cross section SLOUGH 8 1 2 6.557 Date of Survey: AUGUST 4, 1 982 t'>ftEPARED FOR: -·---.. _,_.. .. .. • , ~· • ' • I POINT 'X' -------------- Cror;s section d.~ t ;'~: 1 0.000 2 11.000 3 20.000 4 26.000 5 29.000 6 31 '000 7 33.000 8 42.000 9 50.000 1 0 61 '000 11 67.000 12 82.000 13 98.000 14 111.000 15 124.000 16 128.000 17 147.000 18 163.000 19 176.000 Water surface data: 1 26.000 2 31.000 4 67.000 5 124.000 MIN 0.000 MAX 176.000 SUSlTNA HYDROGRAPHIC SURVFYS cross ~ection SLOUGH 8 125.9S6 Date of Surve~: AUGUST 4~ 1982 'Y' DESCRIPTION 571.400 ALCAP 125.956 570.580 BREAK 569.280 56'7' 900 567.780 BOTTOM 568,140 569.280 TOP BANK 567.980 569.380 569.680 BREAI( 568.640 568.480 BOTTOM 568.380 568.380 BOTTOii 568.700 569.680 TOP BANK ~)70.180 GROUND 570.280 571.560 ALCAP 125.956 567.900 LEOW ws 568.140 REOW ws SPLIT 568.640 LEObJ ws 568.700 REOW ws 567.780 571.560 B-85 LB RB c ·- c 0 SUSITNA HYDROGRAPHIC SURVEYS •• '1 . . I . . , I I' • I I .. . ~ ... ~ ~------+------~------+-·----~------~------~----~ PAF.fiARI!D SY: ~ w R&M CONSULTANTS, INC. • J .. . , f ... · cross section SLOUGH ~ 1 2 5.956 •' ... - ' I . I ~ . I I Date of Survey: AUGUST 4, 1 9 8 2 PftE~AftED FOR: ~~~t~. I ~----------------------~~------------------------------------------------~ .. POINT 'X, Cross ser.-rion da1a: 1 0.000 2 5. 000 3 14.000 4 15.000 5 24.000 6 34.000 7 43.0£10 8 56. 00 0 9 73.000 10 90.000 11 100.01)0 Water surfac:e data: 1 15.000 2 56.000 MIN 0.000 MAX 100.000 SUSITNA HYDPOGRAPHIC SURVEYS eros"' spr.1ion SLOUGH fl 125.755 'Y' DESCRIPTION 568.370 ALCAP 125.785 567.950 BREAK 566. 6~j0 TOP BANK 565.640 564.450 BOTTOM 564.050 564.350 BOTTOM 566.040 579.350 GROUND 567. 150 567.560 ALCAP 125.755 566.040 LEOW ws 566.04{} REOI·J ws 564.050 579.350 l3-87 LB LB -Q) Q) u.. rr I 00 c (X) ·- PAI!,.ARED DY: A&M CONSULTANTS. JNO. SUSITNA HYDROGRAPHIC SURVEYS . I . ; ·. I• •I I I' ·' I '· . .. ' I ... .. ! , .. .. , : .. .. ' I I 1 ' ~ .. .. ,, .. cross section SLOUGH 8 1 2 5.755 Date of Survey: AUGUST 4, 1 982 . . . . . . . . . . .. ---· ·-·------•... ··- PREPARED FOR: POINT 'X' Cross sect1.on rta t i:ll 1 29. 0 00 2 41.000 3 51.000 4 75,000 5 119.000 6 1?2.000 7 215,000 8 264.000 9 296.000 10 324.000 11 334.000 MIN 29.000 MAX 334.1100 SUSITNA HYDROGRAPHIC SURVEYS cross ~ection SLOUGH R 126.1H4 Date of Surve~: AUGUST 4, 1982 'Y' OESCRIPTION 576.320 ALCAP 126, 1H4 574.020 573' 120 573,520 GI~OUND 573.320 573.420 574,22{1 GROUND 574.720 574.820 575,720 TOE 577.120 ALCAP 126. 1H4 573.120 577.120 11-89 LB RB . 5 c 0 ;; t'O > Q) w PREPARED 8'1': ; ,_-.. .-' ···---~ SUSITNA HYDROGRAPHIC SURVEYS I .,' .. ~ . -' '• I ... · .. i I .. . <I I • I ~ . I ' < • .. <. I I cross section SLOUGH 6 1 26.1H4 Date of Survey: AUGUST 4, 1 982 PREPARED FOR: -<-. ,•.. ''"'"~-·--~-~"'··· "'-~"''·~·-··-'=---·--... -·~-~-"-~~-.~..o..-··-....,.....---.........,_---................. ....,.__._.....,.,... __ . ....._....,~ ....... -....., ........ _,.. _ __,___.._ .. __,..........,.__~--.~·~'--'""-"' .... .....,,_._~4'!"'..._.,_~~,...,.,-"'-....... '""---·--~··--"''•' .... ,_ .. c;USITNA HYDROGRAPHl:C SURVEYS cross ser:'tion SLOUGH 8 125.753 Date of Sur~o~e!': AUGUST 4 ·' 1982 POINT 'X' "Y' DESCRIPTION ------------------------------------- Cross section ctata: 1 0.0011 570.000 AI.CAP 125.753 LB 2 3.000 569.830 TOP BANK 3 12.000 567.530 4 19.000 567.130 5 21 . 0 0 0 566.530 6 31.000 565.360 7 44.000 563.130 'BOTTOM a 52.000 561 .930 9 60.000 561.630 10 68.000 562.330 11 73.000 563.130 BOTTOM 12 76.000 565.350 13 80.000 570.030 TOP BANK 14 83.000 570.900 ALCAP 125.753 REI Water surface data: 1 31,000 5h5.360 I..EOW ws 2 76.0()0 565.350 REOW ws MIN 0.000 561.630 MAX 83.000 570,900 B-91 PfU!PAFU!D eY: .5 c 0 SUSITNA HYDROGRAPHIC SURVEYS ~ ~----~------~--~~~------+-----+-~----~------~ > Q) w · o 1 o o0 1 1 { f p, 1 o J • 1 1 e ~~ 1 1 I e 1 1 1 l \ 1 a 1 1, 1 ~ PREFAAED FOR: ·----------------------------------------------------------------- cross section SLOUGH 8 1 2 5.7S3 Date of Survey: AUGUST 4, 1 982 SUS1Ti'IA HYDROGRAPHJ:C SURVF.YS cross s.er:t:i.on SLOUGH R 125.6S2 Date of Sur·ve~: AUGUST 4 .• 1982 POINT 'X' 'y J DFSr,RIPTJON ---.-·--______ ..,..... __ ---------_ __________ .._ ..... ..._ Cross section data: 1 o.ooo 571.470 ALCAP 125.652 LB 2 2.000 571. 160 TOP BANK 3 5.000 569.260 4 6.000 564.660 5 10.000 563.750 6 18.000 ~62. 760 BOTTOM 7 27.00(\ 562.760 8 38.0011 563. 060 BO fTOH 9 52.000 563.780 I 0 59.000 566,860 11 75.000 567.960 J:SLAND 12 86. 0 \) 0 567.660 13 100.000 566.560 BRF.AK 14 103.000 566.360 TOP BANK 15 10El.OOO 564.:560 16 117.000 563.660 17 132.000 564.260 BOTTOM 18 145.000 564.760 19 15R.OOO 565.330 20 163.000 566.160 TOP 21 169.000 565.860 fiR Ff'\K 'J~ L..L.. 170.000 564.130 23 180.000 563.460 24 192.000 563.560 BOTTOM 25 201 '000 564.220 26 21)4,000 566.440 TOP BANK 27 208.000 567.250 ALCAP 125.662 RB Water surface data: 1 10.000 563.750 LEOW ws 2 52.000 563.780 REOW ws SPLIT 4 106.0011 565.410 LEDW LJ5 o::' ..J 158,(l[J() 565.43() RFUW ws SPLIT 7 170.000 564.130 LEOW ws 8 20 t . o on 564.220 REOW ws HIN 0.000 562.760 MAX 209.000 57l .471l I3-93 A&M OONSULTAN'S"S. INC. SUSITNA HYDROGRAPHIC SURVEYS cross section SLOUGH 8 1 2 5.6~S2 Date of Survey: AUGUST 4, 1 9 B 2 ' PREPARED FOR: ·~.·. c:•, ~- I \ \ ' POINT Cross 1 2 3 4 5 6 7 a 9 10 11 12 13 14 15 16 17 Water 1 2 MIN MAX section surf' ace ;¥- ~::_:-~~ 'X' _____ c.:» __ __ data: o.oou 6.000 12.000 14.000 23.000 35.000 48.000 64.000 80.000 97.000 1t4.000 133.000 151.000 165.000 173.000 188.000 193.000 data: 12.000 173.000 0.000 193.000 SUSITNA HYD~OGRAPHIC SURVEYS cross section SLOUGH 8 125.2W1 Date of Surve~: AUGUST 4~ 1982 'Y' 56~.510 567.540 562.810 560 .140 558.440 558.340 558.340 538.740 559.440 560.240 560. 140 560.540 560.740 561 • 440 562.880 565,590 ~66.010 562.810 562.880 558.340 568.510 B-95 DESCRIPTION ALCAP 125.2W1 TOP BANK BOTTOM BOTTOM BOTTOM TOP BANK ALCAP 125.2W1 LEOW ws REOW ws LB RB -Q) tf tp \!) 0\ .5 c 0 :;:. t'O > Q) w . PAEPAAED rJY: S~USITNA HYDROGRAPHIC SURVEYS F,1111fi"'t• .. ------ I cross sectjon SLOUGH 8 1 2 5.2W1 Date of SurvP-y: AUGUST 4~, 1 982 PAEPAAED FOA: , . ' . . I . I I I J I I I POINT ----- I Cross SPCtion 1 I 2 3 4 5 I 6 7 8 I 9 1 0 11 12 I 13 14 15 I 16 17 I MIN MAX I I I I I I I I SUSITNA HYDROGRAPHIC SURVEYS cross section LANE CR SlOUGH 114,1H1 Date of Survey: AUGUST 16~ 19R2 'X~ 'Y' DE5CRlPTlON data: 0.000 10.000 14,000 1'7,000 22.000 33.000 53.000 75.000 89.000 118.000 136.(\00 160.000 180.000 189.000 205.000 215.000 222.000 0. 00 0 222.000 481.810 473.620 473.220 472,920 473.920 474.420 474.520 474.820 475.120 475.420 475.420 475.820 476.120 475.720 475.720 475.120 476.230 472.920 481 . Bl 0 D-97 ALtAP 114. 1 H l LB TOP BANK BRF..AK r.RDUND GROUND BRFAK TOE REBAR 114.1H1 RB SUSITNA HYDROGRAPHIC SURVEYS cross section LANE CR SLOUGH 11 4.1H1 Date of Survey: AUGUST 1 6, 1 9 8 2 Pfti!PARI!D I"OA: SUSITNA HYDROr:.~APHIC SURVE.t'S crn-:=,s section LAN F. CR SLOUGH 113.7M1 Date of Surve11: AUGUST 24 .. 19B2 POINT 'X' 'Y' T1ESCRIPTION ------------------------------------- Cross section data: 1 0.000 472.600 ALCAP 113.7M1 LB 2 7.000 472.000 TOP BANK 3 15.000 470.600 BRFAK 4 20.000 468.300 5 30.000 467.700 BOTTOM 6 40.000 467.300 7 44.000 468.200 8 48.000 470.500 TOP BANK 9 77.0UO 470.900 GROUND 10 92.000 471.190 ADF~G REBAR 11 148.000 472.100 GROUND 12 185.000 471,600 13 223.000 471.800 14 298.000 471.800 GROUND 15 384.000 471.700 16 414.000 471.700 17 444.000 469,000 BREAK 18 463.000 467.400 19 479.000 468.500 20 488.000 467.200 LEOW SUSITNA R Wa'ter surface da'ta: 1 20.000 468.300 LEOW ws 2 44.000 468.200 REOW ws Mli\! 0.000 467.200 MAX 488.000 472.600 I r..-9') -QJ QJ u. :p ..... 0 '::> c c 0 :;::: co > QJ w I"RI!,.AAI!D IIY: R&WI CONSULTANTS, INC. roo ~ SUSITNA HYDROGRAPHIC SURVEYS cross section LANE CR SLOUGH 1 1 3.7M1 Date of Survey: AUGUST 2 4, 1 982 POI~T Cr· Cl '"-'i sec-tion l 2 3 4 5 6 7 8 9 10 1 1 12 13 14 Water ~urf:~ce 1 2 t-iT N MAX 'X' r:hta: 0.000 7.000 13.000 24.000 27.000 32' 00 0 38.000 45.000 51.000 55.000 83.000 100.000 108,000 109.000 data: 24.000 55.000 0.000 109.000 SUSTTNA HYDROGRAPHIC SURVEYS cross ~e~tion SLOUGH &A 112.2Wl Date of Surve~: SEPTE~BER 2 1 1982 \ y I 45R.990 458.400 457.200 4'56.500 454.000 453.100 453.000 453.400 455.000 456.500 457,300 457.700 461.400 461.590 456.500 456.500 45:L 00 () 461 . 59() R-101 DFSCRIPTION ALCAP 112.2lrJ1 LB BOTTOM BOTTOI1 ALCAP 112.2W1 RB LEOlrJ lrJS REOW lrJS I l r ~------~"·----------------------------------------------------------------- ,, ~ ~ I ' -. Q) Q) ~- c 0 +::: (0 > Q) w SUSITNA HYDROG.RAPHIC SlJRVEYS :. I I I I I IT I ,~ ••• I I::: •• r I : ! .. '• . ·• . •I .. , '· : cross section SLOUGH 6A 11 2.2W1 ~: Date of Survey: SEPTEMBER 2, 1 982 I ~ l I . .. : ·- SUSITNA HYDROGRAPHJC SURVEYS cross !=>ef"tion WH151<ERS 101.6H4 Date of Survey: AUGUST 11 .• 1982 POHH "X' \ y I DESrRIPTlON ------------------------------------- Crnss section data: 1 0.000 374.240 ALCAP 1 01 . 6H•l LB 2 2,000 373.490 3 10.000 370.090 GROUND 4 13.000 368.290 TOE 5 29.000 3&7. 290• b bl.OOO 367.990 GROUND 7 70.000 368.090 8 89.000 368.290 9 99.0()0 366.490 10 114.000 367.390 TOE 11 121.000 368.590 BRF.tiK 12 133.000 369. '790 13 141.000 372.390 TOP BANK 14 143.000 372.720 ALC{-IP 101.6H4 RB MIN 0.000 366.490 MAX 143.000 374.240 r.s-101 PREPARED BY: . R&M CONSUi~TANTS,, INC. SUSITNA HYDROGRAPHIC SURVEYS cross section WHISKERS 1 01.6H4 Date of Survey: AUGUST 1 1, 1 9 8 2 I \ PAEf'AAED FOR: I SUSITNA HYDROGRAPHIC SURVF.Y~; cross ser.tion WHISKERS 101.4S3 liate of Sur vev: AUGUST 11 .• 1982 POINT 'X' 'y, DF..SCRIPTJON ------------------------------------- Cross section data: 1 o.noo 370.380 ALCAP 101.453 LB 2 5. 000 369.520 BREAK 3 10.000 367.920 4 17.000 369.220 5 21.000 367.620 6 29.000 366.920 7 31.000 365.520 TO F. 8 35.000 365.590 9 45.0 0 0 364.920 BOTTOM 10 55.000 364.420 1 1 63.000 364.120 12 72.000 364.320 13 82.000 365.620 14 89.000 367.520 EtREAK 15 94.00fl 368.920 16 99.000 370.850 ALCAP 101.453 RB 17 104.000 373.620 TOP BANK Water surface data: 1 35. 00 0 365.590 LEOW ws 2 82.000 365.620 R EOl.rJ WS MJN 0,000 364' 120 MAX 104.000 373.620 B-105 tn ~ 0 0'\ ....... <1) Q) 1.L .E SUSITf\JA HYDROGRAPHIC SURVEYS r'TI (1 I I I jl no· l"\~ ), II ' ' -+- I -~ t~~~~~ II I' l211 I it- ! I -~ I I 1 1 1 1 1 ~~ 1 1 Ia 1 1 1 • 'f~ 1 1 I • • • ' l 'P~ 1 1 I 1 1 1 a I..~~ a Ia I.LJ A&M CONSULTANTS. INC. cross section WHI.S.KEHS 1 01.453 Date of Survey: AUGlJST 11, 1 982 I l PAEPAftEO FOR: ·------------·-------------------' , : . '-)USI TNA HYDROGRAPHlC SURVFYS r.ross r.ec t j_ on WHISKERS 1 0 1 , 2W t Date of Survey: AUGUST 12 .. 1982 POINT 'X' 'y' DF:Sr.RIPTION ------------------------------------- Cross section d;Ha: 1 0.000 370.430 ALCAP 101 . 2Wl LB 2 2.000 369.690 TOP EIANK 3 7.000 366.390 4 15.000 365.790 5 20.000 363.800 6 24.000 362.890 7 33.000 362.790 8 37.000 362.090 9 43.000 362.090 10 54.000 362.290 BOTTOM 11 66.000 361.890 12 82.000 362. 090 "13 96,000 362. ;~90 ItQTTOM 14 -1o7.ooo 363.890 15 t13.oon 365.490 16 119.000 366.190 17 125.000 368.490 BRF.:~W 18 133.000 370.070 ALCt\P 1 01 . 2Wl Rb Water surface data: 1 20.000 36:3.800 LEOW ws 2 107.000 363.890 REOW ws MIN o.noo 361.890 MAX 133.000 370.430 B-107 SUSITI'JA HYDROGRAPHIC SURVEYS PABPAAE!D fOR: cross section WHISKERS 1 Ot2W1 A&M CONSULTANTS. INO. &.------------------------------···--·-------------' POINT Cross 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 Water .1 2 MIN MAX section surf&ce 'X' data: 0.000 4.000 7.000 15.000 28.000 29.000 30.000 31.000 34.000 39.000 40.000 50.000 74.000 102.000 108.000 111.000 1l4.000 119.000 data: 29 I 000 34.000 0.000 119.000 SUSITNA HYDROGRAPHIC SURVEYS cross section BIRCH SLOUGH 93.1H4 Date of Surve~: AUGUST 19~ 1982 DESCRIPTION -------------- 315.470 315.700 312.700: 311.100 310.600 310.250 309.600 309.700 310.200 310.500 311.300 312.100 312.100 312.100 310.100 309.900 312.200 313.960 310.250 310.200 309.600 315.700 B-l09 ALCAP 93 .1H4 LBB TOP BANK TOE BREAK BOTTOM BREAK GROUND TOP BANK ALCAP 93 . 1 H4 RBB LEOW ws REOW ws r-··· PREPARED !SY~ -(!) Q) u.. c ·- A&M CONSULTANTS, INC. SUSITNA H\r'DROGRAPHtC SURVEYS cross section BIRCH SLOUGH 93.1H4 D~te of Survey: AUGUST 1 9, 1 982 I I PREPARED FOR: ~~· r t t I I I 1 I ' I l ! l ' l POINT ----- Cross 1 2 3 4 5 6 7 8 9 10 11 12 Water 1 2 MIN MAX section surf' ace \] 'X-' --------- d~ta~ 0.000 15.000 21.000 25.000 31.000 41.000 51.000 58.000 66.000 76.000 80.000 91.000 data: 25.000 76.000 0.000 91.000 SUS I TNA HYDROGRAPHIC SURVEYS cross section BIRCH CREEK 89.3T3 Date of Survey~ AUGUST 'Y-' --------- 292.000 286.900 285.210 285.100 283.810 284.410 284.710 284.610 284.910 285.000 286.810 287.250 285.100 285 I 000 283.810 292. 0 0 0 B-Jll 23 .• 1982 DE.~·cRIPTION _.,~----------- TOP BANK ALCAP 89.3T3 LB TOE BOTTOM BOTTOM TOP BANK ALCAP 89.3T3 RB LEOW ws REOW ws SUSITNA HYDROGRAPHIC SURVEYS cross section BIRCH CREEK 89.31-3 Date of Survey: AUGUST 23" 1 982 . . PREPARED FOR: ~--~-~~·~-~~~~~~~m~~~~~-~·~~:~~•1 ~~~~Aa~G?~~~~·~-~~~~~~~~;9~-~~ .• ~.~·,~~&~---~ POINT Cross 1 2 3 4 5 6 7 a 9 10 Water 1 2 MIN MAX section surface 'X' data: 0.000 6.000 11.000 25.000 37.000 51.000 64.000 72.000 '74.000 ao.ooc data: 11.000 72.000 o.ooo 80.000 SUSITNA HYDROGRAPHIC SURVEYS CPoss section BIRCH SLOUGH 89.3T2 Date of Surve~: AUGUST 23~ 1982 'Y' DESCRIPTION -------------- 290.680 288.680 284.000 283.180 283.280 283.680 282.880 283.780 286 I 180 290.970 284.000 283.780 282.880 290.970 B·,ll3 Al..CAP 89.3T2 LB BREAK BOTTOM BOTTOM BREAK ALCAP 89.3T2 RB LEOW we· .J REOW ws .E rtlEPAFII!D DY: Rioi\4 CONSULTANTS. INO. SUSITNA HYDROGRAPHIC SURVEYS ~8 I I, r I IT' ~ . I cross section BIRCH SLOUGH 89.3T2 Date of Survey: AUGUST 2 3, 1 9 8 2 PREPARED FOR: POINT Cross 1 2 3 4 5 6 7 8 9 Water 1 2 MIN MAX section surface data: 0,000 4.000 14.000 30.000 43.000 58.000 70.000 73.000 79.000 data: 4,000 73.000 o.ooo 79.00G SUSITNA HYDRO~RAPHJ.C SURVEYS cross section B~RCH SLOUGH 89~381 Date of' Sur~e~: AUGUST 23~ 1982 'Y' DESCRIPTION ----.-------~--- 287 I 7.90 284 I 070 283.250 283.450 283.450 283.450 283.450 284.030 287.440 284.070 28~.030 283.250 287.790 B-llS ALCAP 89.3Sl LB BOTTOM BOTTOM ALCAP 89. 3S'l RB LEOW ws REOW ws ' . SUSITNA HYDROGRAPHIC SURVEYS I ~----~---~4:-----+----~------+-----1-·----~ .5 PAI!fPAfli!D BY: A,&M CONSULTANTS. INC. ~ i cross section BIRCH SLOUGH 89.351 Date of Survey: AUGUST 23, 1 982 ---- l PREPARED FOR: ..--·-- ~-------------------------------------------------------------------~ POINT Cross '1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2~ 26 27 28 29 30 31 32 Wa'ter 1 2 MIN MAX section surfa~e 'X' data~ o.coo 9.000 11.000 13.000 25.000 28.00fl 34.000 58.000 77.000 99.000 123.000 159.0ll0 181.0CO 204.000 225.000 245.000 247.000 276.000 293.000 304.000 318.000 ~35.000 354.000 382.000 401.000 414.000 422,000 430.000 444.000 457.000 464.000 46S1 , 000 data~ 181.000 457.000 o.ooo 469.000 .Q SUSITNA HYDROGRAPHIC SURVEYS cross section SUNSHINE 86.8H3 Date of Survey: AUGUST 28~ 1982 'Y' DESCRIPTION -------------- 284.770 283.010 280.010 276.310 276.110 278.210 278.910 279.410 279.710 278.710 2'77.110 276.510 275.700 275.210 273.810 271.970 271.700 271.700 273.300 273.900 273.700 275.100 274.800 ~74~7QQ 274 ,·500 272.700 271.800 272.600 272.40C 275.850 284.210 285.020 275.700 275.850 271.700 285' 020 B-117 ALCAP 86.BH3 LB BRE~l\ TOE BREAK BREAK BOTTOM BOTTOM BOTTOM 130TTfJM TOP BANK ALCAP 83.8H3 RB LEO\JJ ws REOI,J ws PREPAAEO ISY: R&M CONSULTANTS. INC. SUSITNA HYDROGRAPHIC SURVEYS cross section SUNSHINE 86.8H3 Date of Survey: AUG·UST 2 8, 1 9 8 2 PREPARED FOA: I I I i l I POINT Cross 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Water 1 2 MIN MAX section surf' ace ., X I --------- data~ 0.000 7.000 ti.~.ooo 18.000 23.000 28. 000 33.000 38.000 43.000 48.000 52.000 63~000 73.001) 83.000 data: 1~.000 52.000 0.000 83,000 SUSITNA HYDROGRAPHIC SURVEYS cross section SUNSHINE 86.1T2 Date of Survey: AUGUST 28~ 1982 'Y' DESCRIPTION .-£.------------- - 268.820 266.630 265.690 264.030 263.430 263.930 263.450 263.730 264.030 264.530 265.720 265.830 266.630 267.970 265.690 265.720 263.430 268,820 B-119 ALCAP 86, 1 T2 LB GROUND BOTTOM BOTTOM BOTTOM GROUND ALCAP 86.1 T2 RB LEOW ws REOW ws . "'I!PAIU!O IIV: A&M CONSULTANTS. INO. SU'.SITNA HYDROGRAPHIC SURVEYS cross section SUNSHINE 8 6.1T2 Date of Survey: AUGUST 2 8, 1 9 8 2 PAEPAAEti FOR: POINT ·.X, Cross section d.:~ta: 1 o.nno 2 10.000 3 15.000 4 22.000 5 33.000 6 4i . 000 7 4'1.000 B 54.000 9 60. 00(1 Water surface d~t~: 1 10.000 2 49.0()0 MIN 0.\100 MAX 60.000 SUSITNA HiDRO~RAPHJC SU~VFYS cro~~ ~Pr.t1on SUNSHT~E A5,7T1 u~te of Survev: AUGUST 26~ 1982 'y, DESCRIPTION 267.440 ALCAP 85.7T1 264.190 263.150 BOTTOM 262.450 262. 150 262.950 BOTTOM 264.240 266.950 TOP BANK 268.330 AlfrlP 85 '7Tt 264.190 LEOW ws 264.240 REOW ws 262.150 268.330 B-121 LB RB I I I • -Q) Q) l.L. c: ·- SUSITf\JA HYDliOG RAPH IC SURVEYS f I I I I I I i I ,. I I I I I I I I I' ,. F- J: a. f tit:." PREPARED FOA! cross section SUNSHINE 65.7T1 ~"·_M_c_o_Ns_u_crA_N_n_.,_No_. ____ ~--------D--a-t_e_o_f __ s_ur_v_e_y:_A __ u_G_u_s_r_2 __ 6, __ 1_9_8_2 ________________ l~_~_~_t~_· ~~ SUSITr.JA HTHROGRAPHIC SURVFYS cross ..-,~c "t i. on RABIDF.:AUX 83. :H 1 Da-re of Surveu: AUGUST 26. 1982 I~~:~~ 'X' 'y I DE.SCRIPTIOt-J -------------------------------- I Cr oc;s section data: 1 o.ono 263.080 ~Lc~.P 83.3Tl LB ~ 15.000 261.200 BREAK .... 3 37.0(10 260.600 4 56.000 258.520 5 73.000 258.700 BOTTOH 6 86.000 256.970 7 98.000 255.870 BOTTOM 8 118.000 254.370 9 127.000 253.870 1(, 136.000 254.070 BOTTOM 11 143.000 '253. 770 12 153.000 253.870 13 173.000 253.970 BOTTOM 14 183.000 254.070 15 193.000 253.370 16 202.0(){1 252.970 BOTTOM 17 215.000 250.870 18 226.000 252.170 "19 240.000 255.270 20 248.000 258.610 21 260.000 262.970 ALCAP 83.3Tl RB Water surface data: 1 56.000 258.520 LEOW ws 2 248.000 259.610 REOW ws MIN 0.000 250.870 MAX 260.000 263. 080 B-123 c ·- c: 0 SUSITNA HYDROGRAPHIC SURVEYS ~ ~----~~-----~------~--~--~------~-------+------~ PREPAReD bY: C'O ~ m R&M CONSULTANTS. iNC. c ·,,,,l,~,.r,,,L cross section RABI DEAUX 8 3.3T1 Date of Survey: AUGUST 2 6, 1 9 8 2 PREf'AftED FOR: ~---------------------------------------------------------------------------------·--~ ,, POINT Cross 1 2 3 4 5 6 .., . 8 9 Water· 1 2 MIN MAX secti·on surface 'X" data: o.ooo 12.000 18.000 24.000 29.eoo 32.000 41.000 48.000 52.000 data: 12.000 32 I 00 0 o.ooo 52.000 SUSITNA HYDROGRAPH:rc SUR\JE~,.s cross section WHITEFISH 78. >Wt Date of Survey: AUGUST 27~ 1982 ')'' DESCRIPTION --------------- 242.420 236.530 234.690 234.290 234.690 236.500 238.390 241.290 241.740 236.530 236.500 234.290 242.420 B-125 ALCAP 78.9W1 LB BOTTOM BOTTOM BREAK TOP BANK ALCAP 78.9W1 RB LEOW ws REOW ws R&M CONSULTANTS, JNO • SUSITNA HYDROGRAPHIC SURVEYS cross section WHITEFISH 7 8.9W1 Date of Surve}t: AUGUST 27, 1 982 PREPAR'EO FOR: .___ _____ , _____________________________________ --II I J <;; 1 POINT ----- Cross $er.:tiort data~ 1 0.000 2 2.000 3 8.000 4 13.000 5 18.000 6 25. 0 0 0 7 32.000 8 39.000 9 63.000 10 76.000 11 82,000 12 88.000 13 100.000 14 110.000 15 1221000 16 1321000 17 135.000 18 145.000 19 147.000 w~ter surface data: 1 13.000 2 39.000 4 82.000 5 135.000 MIN 0.000 MAX 1471000 SUSITNA HYDROGRAPHIC SURVEYS cross section GOOSE CR 75.0H5 Date of Survey: AUGUST 28~ 1982 'Y~ DESCRIPTION -------------- 222 I 060 ALCAP :75 I 01-15 LB 220 .140 BREAK 217.6.40 2161900 215.140 BOTTOM 2121640 2151240 BOTTOM 2171000 218.240 218.140 BREAK 216.970 214~240 BOTTOM 213.140 214.140 2131040 215.440 BOTTOM 216.970 220.940 TOP BANI< 221.380 ALCAP 75. ui-15 RB 216.900 LEOW WS 217.000 REOW ws SPLIT 216.970 LEOW WS 216.970 REOW WS 212.640 222. 060 B-127 .5 PAI!PAAED IIV: E)USITNA HYDROGRAPHIC SURVEYS _____ ,l __ 1: cross section GOOSE CR 7 5.0H5 Date of Survey: AUGUST 2 8, 1 9 8 2 PREPARED FOR: POINT 'X' Cross section d.1ta: 1 0.00() 2 5.000 3 7.000 4 9.000 5 12.000 6 19.000 7 22.000 8 33.000 9 40.000 10 50.000 1 1 56.000 12 60.000 Water surface data: 1 7.000 2 22.000 HJN O.OOfl MAX 60.000 SUSlTNA HiDROGP~PHIC SURVFYS cross sertton GOOSE CR 73.0T4 Date of Surve~: AUGUST 27, 1982 'y' 213.590 213.150 212.770 210.650 210.350 211.550 212.610 212.850 212.950 212.650 213.250 215.170 212.770 212.610 210.350 215.170 b-]29 DFSC:RIPTJ.ON AI.CAP 73, OT4 L'B TOP BANK BOTTOM BOTTOM BREAK TO F. ALCAP 73,0T4 RB LEOW WS REOW WS , l R&M OONOULTANTS, INC. , ------" SUSITNA H\(DROGRAPHIC SURVEYS cross section GOOSE CA 7 3.0T 4 Date .of Survey: AUGUST 27, 1 962 I PREPARED FOR: I I I I I POINT Cross 1 2 3 4 5 6 7 8 9 10 11 12 13 Water 1 2 MIN MAX section surface data: 0.000 2 I 000 4.000 5. 000 11.000 16.000 23.000 28 I 0 0 0 34.000 37.000 38. 0 00 40.000 42.000 data: 4.000 37. 000 o.ooo 42.000 SUSITNA HYDROGRAPHIC SURVEYS cross section GOOSE CR 73.1T3 Date of Surve~: AUGUST 27~ 1982 'Y' DESCRIPTION -------------- 213' 0.60 212.540 211.280 209.940 209.940 209.740 209.840 209.540 209.940 211.290 211.940 214.140 215.710 211.280 211.290 209.540 215.710 B-13J. ALCAP 73.1 T3 LB TOP BANK BOTTOM BOTTOM BOTTOM ALCAP 73.1 T3 RB LEOW WS REOW ws r PREP'NII!D aY: R&M CONSULTANTS. INO. SUSITNA HYDROGRAPHIC SUiiVEYS cross section GOOSE CR 7 3JT3 Datt.' of Survey: AUGUST 27, 1 982 PREPARED fOP.: _ .. _________________________ ___, POINT Cross 1 2 3 4 5 6 7 8 9 10 11 Water 1 2 MIN MAX section surface ')(' data: -o .·o o o 6.000 25.000 31.000 40.000 49.000 .62.000 77.000 93.000 98.000 102.~00 data: 6.000 93.000 0.000 102.000 SUSITNA HYDROGRAPHIC SURVEYS cross section GOOSE CR 73.252 Date of Survey: AUGUST 27~ 1982 "Y' 212.760 209.210 20~L 090 204.190 204.090 204.490 204.790 206,090 209.170 212.340 2.13. 030 209.210 209.170 204.090 213.030 B-133 DESCRIPTION ALCAP 73,252 BDTTOM BOTTOM BOTTOM TOP BANK ALCAP 73.252 LEOW WS REGW WS LB RB I ...... CD CD u.. ~ w If::.. .5 PREPARED SY: A&M CONSULTANTS. INO. SUSITNA H~lDROGRAPHIC SURVEYS cross S(~Ction GOOSE CR 7 3.2S2 Date of Survey: .,.l\UGUST 27, 1 982 PREPARED FOR: I I I i I . I \ I ' l ~ ,, I ! i 1 l l I ! l I l I POINT ----- Cross 1 2 3 4 5 6 7 8 9 10 11 12 Water 1 2 t1IN MAX section surface 'X' --------- data: 0.000 11.000 30.000 46.000 67.000 89.000 110.000 129.000 150.000 163.000 168.000 188.000 data: 46.000 163.000 o.ooo 188.000 SUSITNA HYDROGRAPHIC SURVEYS cross Date of section GOOSE CR Survey: AUGUST 'Y' --------- 212.960 210.050 210.050 209.160 208.650 208.250 206.850 20~7 .S5G 20'7. 950 209.040 211.250 212.180 209.160 209.040 206.850 2.12. 960 B-135 73. 1 Wl 27 .• 1982 DF.:SCRIPTION -------------- - ALCAP 73.1 Wl LB TOE BREAK BOTTOM BOTTOM TOP BANK ALCAP 73.1 W1 RB LEOW ws REOW ws -CD CD to LL I 1---i w m .5 c 0 ·--co > Q) w PREII'ARE!D BY: R&M CONSULTANTS, INC. SUSITNA HYDROGRAPHIC SURVEYS I l I cross section GOOSE CR 7 3;1VV1 Date of Survey: AUGUST 27, 1 982 f 1 l ! 1 l I f'RePAAf~, Fort: ( s6/cc4 ATTACHMENT C 1982 ICES IM Cross Section Plots and Updated HEC-2 File Printout I I P-----------------·---------------~·--------------------------------·------------------------------------------------~ ..... tf c ·- c 0 ~ ., iiJ SUSIT~JA. HYDROGRAPHIC SURVEYS ~-····a···· 1- 1- 1- ~ """ ~ 1-0 ~!~ I I 1-! t 1- 1- 1-i f- I 1- ~ ''0 I ·····~··· ·······~· ....•........•. , .. \ ; \1 , I ~ \ ,.~-, • I \ I \ •••• , ••••. ''''1''''. . . . --.. . . .. -.. ---1 .. / : fi- ~->!, I 1 ' \ ,--1 I' : I I · 1 1 1 I \ I \• f I I \ I • ~------~-+----------·---------~~------~~--~----~H--·------~~--~--~~ (\ I ' ~ ~I : I \ I ~--.. r" 1-I :-, D ~. ,~ f\ I !J 1 \ I ~ I •• I v q. - . ' \\: -~ 1\ : ' ' t ' I I ' \ I .1, ... J -I ', \,' \ I j , ' \,' ~ ' . . . . -.. . . . . .. - ------------··-------·---·----------. CROSS-SECTION Number 0.3 ~!<M CONSULTANTS. INO. ? N ... ---~----·----.. ,.. -~---------"----··---·-------------~---~---···· .... ----------· -------~------------------~--------------------~--------------------.. ----------.• ---···----------------------,---------------· -·---·-··-----·--------------·---"·-·----------------~·----,_ _____ ~-----------·-···--. . '~': - Pftl!f'Afti!D BY: AloM CONSULTANTS. INO. SUSrfNA HYDROGRAPHIC SURVEYS ' [\ i ,' \ I I I I I i (' I. I \ ~~ '?>' ~·. , • I • • , t CROSS-SECTION Number 0.4 " ' ' I~ Pfti!!I'Afti!D I"'P!: i ~'·' 1 1_-- < l~ l. l ,. l I . I' I \ I \ () . I w ________ , ... ___________ , ________________________ , ____ ___, c ·- SUSITNA HYDROGRAPHIC SURVEYS "' jv '\ \_ /', lA v \ ... · .. ~_ I " • CROSS-SECTION Number 0.5 ...___""M-OONSU-LTANTa_.IN-~----------··--~~~J c: ·- SUSITN.A· HYDROGRAPHIC SURVEYS I \ 1'1\ j \ : ;' \ I I I \ ,1! \1 i t a• I I I I CROSS-SECTION Number 0.6 I . ~ I I I. I I I l I f (,r "'.I l ~ J l \ l l 1· l I I" Pfti!I'Nli!D 110ft: ! t7 Aroce 1._-.· R&M OONSULTNt!~ll, INO. ftvnLv t _. ---------~-""'-------------------------------------------p ~\.· ( ~ ' 1 i "'"I 9 U1 .... t! c ·- c 0 ~ 0) iil RAM CONSULTANTS. GNO. SUSITNA HYDROGR .. APHIC SURVEY.S -\ (\ ----a· I I I I I \ I I I I I \ I I I ' I I I I I I I I I !, ' I I ' I l I I ' ') I I I I I I •' I I f \A J \ I ' I ' ' 1/ ' 8 \ I ,, \j ,, t Pf .. !f'ARl!D POft: CROSS-SECTION Number 0.7 SUSITNA HYD,ROGRAPHIC SURVEYS CROSS-SECTION Number 0.8 R&M CONSULTANTS. INO. l '> l I . ! t ! r j, l l l l I l I r! I= ~------------------------------------------------------------------------------------~ SUSITNA HYDROGRAPHIC SURVEYS ' ' ' ~ \ . CROSS-SECTION Number Oo9 RaM CONSULTANTS. INO. l ,., ,., n I co A&M QONSULTANTa. INO. SUSITr\JA HYDROGRAPHIC SURVEYS I I I I I I "' , i /' j I~~ ~ "' i~· ,. (··, t! ' ., J : ' I I I 1\,f I It I CROSS-SECTION Number 1 I \.~ ' I l.l\ .'·.· ·if~ ') " ' ~~, •• c·• . ' ! . l'\':o ll!i, •·. i'D I ! l c I l· I fu l I 1 j ' l I ·.' . A .... .f .<( c -\0 'A~, . CJ ~~ . NM OO~TANTS. INO. SUSITNA HYDROGRAPHIC SURVEYS I I I II I I ' ' I I ,"'1 /: ;' I I ii ~ r I I \ ' ,~, l I \ CROSS-SECTION Number 1.1 l "' ' ' I \ I I I I I I () ~ 0 PN!P'Afti!D 1M c - c 0 I I SUSI.TNA HYDROGRAPHIC SURVEYS r ... ~ /'-,' ...... \ I I r' I I I I '. ~ ~. ~ ----~-~------~-------~--,----+-------+ i; ill CROSS-SECTION Number 1.2 I I \ I I I l ' '!>~~u j~ I I i I l j I l I \ I, .. 1 i ~. 1 PN!fi'MI!D 1M SUSITNA HYDROGRAPHIC SURVEYS :~-- c -\. "' \ \ \ ' ' \ ' \ I C I o ~------P-------+-------+-------+-------H-------~------~ I : i CROSS-SECTION Number 2 I ~ RAM ('ONSULTANTS. INO. c ·-- SUSili~A HYDROGRAPHIC SURVEYS ' I \ \ \ I I I I I \ \ \ I \ CROSS-SECTION Number 201 . e:a:a. ••tac: --~-· u •• I I I J I I I I I I L I, I I 1 SUSITNA HYDROGRAPHIC SURVEYS :1 ' t, J ' •' \ I \ I \I ' ..... I ' .! 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I tf L, I I ' \ \ I ? ·c \ I -I \ I ~ \ .....] \ \ \ , c 0 I \ J \ J \ \/, \ jl CD \. m· ' , \._ _, -\ \ CROSS.,-SECTION Number 3.2 R&~ CONSULTANTS., INO. i I ... 1) --·---------------------------------, SUSITNA HYDROGRAPHIC SURVEYS .5 CROSS-SECTION Number 3.3 t.·· .. .. -·--•,I•' -·--·:·:-.. , .. l ' ' ~ ' r ----·-. . '. . .·~ .· ~·-··-··-- SUSITNA HYDROGRAPHIC SURVEYS ~· • I I I • D I •. I ,., rr ., I ' I r rr i i I I I I I •• , I ~-·1 r1, I I I r I I I' I ra I I i 1 I •• r I '1'' I I I I ·~ ~ - ~ 8 ~ u .._ --~ . -B.. ' .. -(')t.l ,, ... ~!) - R&M OONSULTANTa. INO. . . ----.. -- . . .. . - ft ~~ ~'\ ' ~0 fb'!> : ~11111111 ~11111111 ~1 :11_11111 ~1 Lllj_ILII- CROSS-SECTION Number 3.4 = <( N 0 .. • c - SUSITNA HYDROGRAPHIC SURVEYS \ I ' . ~ s I \ r-=-~ -==========-=====<¢e'=< ~-<=~====---=~===-.,.,.....=-===-=====-=--====-= ........ -=-=--=r-=-.-.=-==tQ=.«-==-=- li SUSITNA HYDROGRAPHIC SURVEYS c - MM OONBULTANT8. INO. I I I I f I ~ .,~ I ' ' \ l I I I CROSS-SECTION Number 4.1 ==----::Z::----=-------==-----... ---~~"t="· ... ~..;~~--·-·--· ··~ () I N N c - RaM OON8ULT~a. INC. SUSITNA HYDROGRAPHIC SURVEYS I ~ I I I r--------- ' . I \ I I I I I I \ \ I ' i \ I "'" I CROSS-SECTION r~umber 4.2 ·--~---·--·-··-. ·.--~---=-· ~-··.::.-:::·-=-=--=-·==================--=-:.;.;::;·-==-~=o..=· ='-====···.;:..:...:-·--·. -·-...... ·;::o.==:.:..--~-· -- r.r .· ~~ ' ~!< .. h ... C 1::~ p; \ r ' -~" I) . ! r l I I I ! L=, I .. \ I l l I l r f l c: - c I m MM OONSULTMrra. INO. SUSITNA HYDROGRAPHIC SURVEYS I I , {- ' I I I ....-/'' ~ : \.} \ \ \ \ \ \ r---"' / ' , ' " ,J I ' I ' '-J CROSS-SECTION Number 4.3 I \ \ ' ' \ . ~oo=,...,.,=,=-.,=:=--===·==·~~......:.::-.. ~~~~..:-::::~~.. mrm-z== ·=~~....,. =tt-~~::w ·===~~~.c.~~.=:: .. ~-:..:...-~~--.. =..,~..:.:..~~~·c.....:---"!~.~~~-==-=='- SlJSITNA HYDROGRAPHIC SLJRVEYS ~ _,/'i ~ ft • I i I ---•• 'i ;--' I I I " (). c I I .~ I \ ~~~ I -I ' ' N I i \ I ~ ' .t:>. 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I \ m j \ I \ I I I I ' CROSS-SECTION t"umber 1 0.1 f -··------c~-~~,_,.,......,,.......~~--,.·•r,-,·...,..,_..,..,..,_,~~'-'--~-..,_--~~..,..,_., . ..,...,.,:-:'..,-......_.~,.~~~~_,.__,_...,...,{,~--......,..........,._--.,-,.-~-~·..,......,.....----,~-~-~-~·--~-•---·••·····-···· · ·• ':.l n I tv co t SLtSITNA HYDROELECTRIC PROJECT CROSS-SECTION Number 1 0.2 ,. l I l I I j t' t 1 j j I I L. I \ l \ I l i ' ! j ' I l ! I c 0 I m SUSITNA HYDROELECTRIC PROJECT f-''''lltlll • I I I I • • I • ' I! I ;, I I • I I I II • I I I I I I I I I I I I I I I IIII.UIII • I I I I ' I I •. ~ . 1-. ... .. ~ -~ ro~ . -~r"" -•, ...., ~ ... . . . t-- 1 . .. ~-\ fl,• .. "'"'~ . ~. F\ . . f-a . "'"t . I -E\'\ -~ ~. ( }11· a 1 "'"Pl' ". ' ' ""' ~ \ ,. . t= t-' t-, . . ·-,;.o~\ /' ' . J : t-flC ...... ~ ..d!.. !-_., --. 1-' .... ~---"'-, I . Lo .... ......_.....,. .... ~ .. ' / .. 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SUSITN.A HYDROGRAPHIC SUR'vEYS I ' I '\ I \ ' \ ,---, ! \ \ \ \ " ' f\ I ' i \ I \ I \ CROSS-SECTION Number 1 9.1 c: - SUSITNf\ HYDROGRAPHIC SURVEYS ' I ' I ~~\ I ~£?> \ I <) '· I I I I CROSS-SECTION Number 20.1 II I I I I i \ ' ! I l r l l l.J ..... . : .... ~ ! ..... at . (~ c: -• w Ul I I SUSITNA HYDROGRAPHIC SURVEYS ·-I ii i ' ' " ' ' CROSS-SECTION Number 2 Oe2 l. ft&M CONSULT~" INO. ::JC.:!~'~,..,'::::-:"..:.-,"'!' "~-_,'!':'-.-"'!:i.:::::"'-":"':-'I::.X.::,_::::t~~-=~~~"':.~~-=-~=.:~:~::--::-.:t-=:==-::::a._ • .,..~-::~-=::.:;---•--·~~":.~:-;: t·_.-t ... -.'r--.:?-:.~:-· _,.~'::"T"'3"!:.:::.·~ -:::.:__:.:.,:;~'"'• "1 ., ,.., ,. ~ • ~ 4 --~ .. '" ... · ~ . .,..-.. ~·. -~ t·'1 "" ~·-t ~-' ... StJSITNA HYDROGRAPHIC SURVEYS ... I , .... 'v, I I ' I I { II!! I i I ., .. I I -r-- I c ....... I I ~----~~~-------+------~------=-= l I ~ \ I i ' ,' \, .. ..., #..,, v _, I \ ' ' _, \ CROSS-SECTION Number 2i)e1 ---'·-"""·~-· ___________ ..__..---t .. -· _ .. _ .. ~-,._..,,_.,.,. __ ,, ---· _, -..... _ ........... ~-·--·· ....... . \ \ \ ! l ' ' c - SUSITt~A HYDROGRAPHIC SURVEYS ' \ \ ' I I \ \ \ 8 ] ~----~~~------~------~------~----~~~--~~·~~-.-\---~ : \ I --------------------~------------------~------~---------- CROSS-SECTION Number 2 8.1 i t I I { nATA FILE FOR J.CESIM l T1 SUSITNA HYDROELECTRIC PROJECT ! T2 SUB TASK 3.06 HYDRAULIC {~ND ICE STUDIES f R I tJER-LOWER REACH <DEVIL CANYON TO TALKEETNA) l T3 SUSITNA l II X1 0.3 90 02 4726 00 00 00 00 00 00 I 7 317.3 15 315,0 ':) -.. 310.5 .A- 1 GR 32"1 I 8' 2 318.8 .:;.;.~ .~ 294 ! GR 306.1 93 304.0 142 305.1 190 308.7 245 311.9 I 3"1'7.2 492 ! II GR 3"14.0 345 31215 395 31018 435 31211 472 l GR 318.3 A98 321.5 506 320.4 588 318.8 590 319.6 599 t 1063 I GR 319 8 660 3"1713 719 319.0 802 316.7 875 31917 l GR 318.8 1076 319.5 1198 31915 1298 320.4 1308 319.4 1376 ! II GR 320 I 4 1475 319,8 1571 318.8 1607 316.7 1682 32016 1739 GR 319.9 1790 318.1 1946 320.3 1962 32019 1991 32010 2036 l l GR 31317 2040 31117 2045 30917 2061 308,5 2098 308.1 2138 l GR 3' L7 2188 30917 2222 31114 2246 312.8 2267 31317 2290 I I GR 315,3 2310 31518 2361 31313 2485 312.8 2503 31313 2516 l GR 319.4 2639 319.5 2731 319.6 2858 317.1 2958 315.4 2971 1 l GR 31311 2999 313 I 0 3025 313.4 3066 31510 3104 313,6 3188 f GR 313.6 3205 315.8 3219 314.8 3360 317.2 3451 3'i8. 0 3562 ! GR 318.5 3900 315.;5 3910 313.2 3920 311.8 3942 313.8 4029 1 GR 315.5 4074 317.3 4147 317.5 4280 314.5 4334 312.3 4338 1 GR 314.3 4410 314.4 4491 315.5 4526 316.2 4541 318.0 4608 ~ GR 313.7 4680 315.3 4687 311 .1 4704 313.1 4714 319.5 4720 F X1 0.4 100 04 4727 1700 1100 1700 00 00 00 l 319.3 30 312.3 77 314. 1 120 ' GR 338.2 4 330.8 16 I • GR 31310 175 312.8 225 313.4 277 313.0 325 312.8 379 '-r GR 312.5 430 311.0 487 311.0 535 313.0 566 313.3 613 f) ~-GR 315.2 632 319.2 650 322.3 691 321.9 796 320.6 821 r GR 319.6 855 ::::1912 882 31815 945 317.El 1021 317.3 1088 l' I GR 318.2 1124 318.4 1130 318.4 1 '\ 48 317.<;' 1151 315.3 1168 i GR 311.8 1201 311.5 1233 315.9 1261 313.9 1301 313.6 1333 f~ GR -,~6. 3 1380 318.3 1417 321.0 1467 321.7 1518 321.5 1585 • GR ..,. j1 4 1650 32~.4 1879 319.3 1910 318.5 1957 321.9 2063 ~a;. J GR 322.1 2215 319.8 2265 321.0 2292 3'~":) 0 2356 321.2 2402 .:;.;..:;.;., GR 319.9 2407 32214 2488 321.8 2548 32013 2554 320.2 2570 l' .... 322.2 2b18 321.7 2857 GR 2777 319.1 316.5 2864 310.9 2894 I GR 311.2 2927 313,2 2958 315.3 2992 316.5 3015 317.4 3029 f GR 320 •. 7 3144 319.4 3252 319.0 3295 31719 3363 316.5 3378 I' i: GR 321.8 3398 321.7 3433 325.0 3503 321.3 ~~:;;~ ~15. Q 3641 I II GR 313.5 3650 315.1 3665 315.9 3703 31814 3831 317.8 3956 GR 316 c:, 3983 314.7 4030 313,5 4084 312.8 4116 312.4 4146 "" ~ GR 3121'S 4180 312.7 4211 316.5 I 4221 320.5 4271 320.3 4365 ;.;;:: f GR 318.0 4402 317.3 4537 315.4 4552 312.4 4562 310.9 4668 i" lll I GR 31219 4673 315.5 4674 316.5 .· 4699 320 .l 4720 323.0 4720 t • Xl 0,5 100 03 5241 1900 1200 1920 00 00 00 L GR 331.5 3 320.1 17 304.5 48 30411 95 304.1 134 r GR 307.8 187 311 .1 248 312.0 290 3'1 0. 9 326 309.9 37r: G~ 312.8 412 317.1 428 320.3 440 32513 452 32517 481 GR 325.2 728 324.5 732 321.8 734 320.1 743 323.1 753 r GR 322.7 812 32418 879 3':>-4 977 324.~ 1078 322.0 1 '186 il ~-~. GR 325' 1 1201 321.5 1225 323.7 138'7 323.5 1615 320.1) 1782 GR 318.3 1813 316.8 1840 318.5 1872 318,8 1879 325.3' 1895 Gl~ 325.3 1984 324.2 2058 324.8 2177 324,6 2240 323.1 -':)':)41'" ~;;,.~ .:; GR 323.3 2301 321.4 2305 323.8 2342 323.4 2355 320.1 2391 GR 325.2 2447 3~4./ 2531 32510 2641 324.9 2.660 321 ,3 2663 GR 320.1 2667 '"' ':>1 7 2696 317.5 2751 317.2 2783 314.4 I' ~.:;.;. . 2808 GR 316.4 2864 3'~7 .4 2905 321 ;6 2975 322.9 3101 323.3 3137 l GR 32216 3153 ..... 1':) ·t 0;:' 3178 31B.u 3191 315.e 3199 313.5 ..5~ •.. } 3208 •· GR 311.3 3232 31:?1_0 3260 ! 315.1 3288 216.2 3310 318.0 3331 1 GR 318.3 3345 319.0 3436 320.4 3484 319#3 3529 318.~~ 3563 I I 1; -1 -J ~~· p:;,; GR 317.1 GR GR GR GR X1 GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR X1 322.3 321.8 319.5 314.4 0.6 328.3 323.4 320.7 318.0 323.6 328.8 323.4 .32 0 . 6 323.6 313.6 323.4 328.6 327.2 321.7 321,9 323.3 325.4 322.4 325.4 314.2 0.7 GR 329.2 GR 325.4 GR 322.8 GR 325.8 GR 321.4 GR 317.0 GR 328.9 GR 324.7 GR 324.0 GR 328.5 GR 322.1 GR 321.5 GR 329.6 GR 328.6 GR 326.2 GR 319.7 GR 330. 1 GR 32:5.0 GR 323.4 GR 328.0 X1 0.8 GR 340.4 GR 324.3 GR 325.9 GR 327.7 GR 331.4 GR 321.9 GR 330.6 GR 326.3 GR .321 . 3 GR 328.8 GR 327.5 GR 328. 1 3606 3952 4665 4906 5207 98 2 125 212 461 784 840 1239 1305 1465 1657 1900 2139 3127 3330 3609 4253 4657 5745 6078 6335 99 5 71 89 118 284 525 951 1206 1502 1619 1919 2112 2452 2847 3319 3612 3845 4283 5054 5377 100 5 416 744 111 0 1980 2213 2664 2831 304~ 3353 3440 3642 317.9 323.4 320.8 319,4 314.3 02 323.5 326.8 316.4 318.6 322.4 326.2 324.1 323.3 323.0 315.2 323.8 328.2 324.7 322.4 325.2 321.9 327.9 321.4 320.8 320.7 05 325.4 328.4 322.3 325.2 317.6 322.8 329.2 328.3 322.9 326.8 323.1 323.1 327.6 330.0 326.3 319.7 326.9 326.6 322.4 329.0 05 329.7 329.5 326.7 327.0 329.9 321.9 332.4 326.0 323.6 328.1 328.9 327.5 3648 4075 4764 5116 5229 6362 7 129 250 525 788 861 1247 1318 1482 1724 1981 2154 3214 3366 3617 4259 5053 5762 6246 6356 5578 14 76 92 125 353 548 1096 1300 1516 1770 1963 2153 2600 2872 3390 3660 4136 4324 5119 5416 6226 27 490 780 1136 2053 2233 2724 2871 3085 3361 3445 3688 318.2 322.3 319.8 317.7 31'5.9 2250 321 .8 327.2 313.6 321 .4 320.0 324.4 323.3 324.6 318.5 319.3 323.4 323.2 322.5 325.3 327' 1 321.4 324.2 321.0 318.8 327.8 1700 323.3 328.4 324' 1 323.8 317.0 325.2 325.0 330.0 325.2 325.1 323.6 323.9 327.0 327.9 325.2 322.6 326.6 330.4 321.8 3;~4. 5 2700 327.7 331.7 328.7 327.7 327.8 324.2 327,4 325.1 327.9 326.8 329.4 326.2 - 2 - 3694 4230 4767 5169 5332 3200 12 159 299 571 808 894 1251 135'7 1499 1785 1982 2428 3219 3486 4204 4287 5230 5797 6255 6362 2200 20 81 100 147 404 S52 1109 1437 1538 1776 1972 2167 2668 3061 3440 3696 4137 4396 5259 5563 2000 3(} 530 799 1156 2092 2249 2746 2895 3117 3388 3448 3733 321.3 32u.7 320.4 315.9 318.6 2380 322.2 326.5 315.2 324.1 322.4 329' 1 320.3 325.4 314.6 321.6 321.4 327.6 319.3 321.8 327.4 323.4 327.5 322.5 313.8 2050 324.0 327.2 325.6 322.8 315.6 325.7 323.0 328.7 324' 1 322.7 319.1 323.3 3~.::. ~ 329.9 322.3 327 8 325.4 329.3 322.1 333.0 1950 324.8 330.9 332.2 330.0 325.6 327.9 324.1 325' 1 330.4 326.6 331.7 322.7 3816 4392 4871 5181 5237 00 62 201 356 597 824 1121 1256 1436 1550 1830 2002 2635 3234 3591 4228 4316 5577 5806 6279 00 44 85 111 159 459 593 1116 1478 1560 1809 2008 2201 2691 3203 3':::)00 3725 4143 4906 5279 5578 00 118 681 878 1166 2133 2259 2768 2919 3138 3411 3614 3830 323.0 321 '1 319.8 315.3 323.1 00 322.5 323.7 31b.6 326.2 328.5 326.9 319.3 323.8 314.0 323.0 323.4 325.4 320.3 321 .2 326.1 325 '2 324.4 323.6 312.8 00 323.4 325.3 325.8 321.6 316.6 329.0 324' 0 325.5 325.8 322.1 320.7 329.5 327.0 327.7 320.3 329.7 324.8 325.7 325.8 ·oo 321 '1 328.6 329.6 33G.7 324.2 332' 0 322.6 324.6 330.4 325.4 329.5 321.5 3925 4622 4934 5199 5241 00 109 206 413 606 829 1185 1275 1445 1605 1860 2025 2725 3274 3601 4248 4358 3705 5886 6301 00 69 86 115 199 504 81~ 1174 1494 1586 1869 2063 2300 2718 3275 3558 3748 4209 5007 5340 00 284 721 101:37 1454 2163 226.5 2787 2950 3347 3422 3622 39.30 0 GR 321.7 GR 328.7 GR GR GR GR GR GR Xl GR GR 327.3 327.9 323.9 328.0 327.5 324.0 0.9 338.0 329.2 331.1 GR GR 332.5 GR 330.7 GR GR GR GR (;R Gf~ GR GR GR GR GR GR GR GR GR 328.2 330.1 332.4 333.3 333.0 332.3 327.0 327.4 330.2 332.1 332.2 327.7 327.9 333.2 330.7 "'1 ,.. .. 1 GR 336.3 GR 334,7 GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR Xl GR GR GR 336.0 333.8 330.6 323.9 327.0 334.1 332.0 326.3 333.8 333.6 334.3 334.2 332.4 334.1 331.6 333.8 333,8 323.8 1 I 1 339.6 331.2 3.26.9 GR ~36, 9 GR 332.8 GR :332.6 GR 325,9 GR 327.6 GR --~ 1::' .!l~w ' ·..J 3980 4199 4473 4600 4770 5022 5109 5829 99 1 53 136 356 513 760 999 1208 1456 1662 2156 2524 28G5 3131 3311 3924 4063 4295 4455 4505 100 3 43 229 359 472 560 867 1070 1505 1668 1829 2376 2541 2634 2677 2748 3031 3371 3597 3785 92 3 69 239 389 551 647 712 86o 1018 '321 '7 329.4 32'1.7 327.2 324.2 127.4 ::..:27.9 325.8 01 332.2 329.7 328.2 332.7 325.9 329.0 329.8 331.9 332.8 332.6 329.8 33.0 .3 331.6 332.3 333.8 332.0 326.3 328.9 332' 1 332.1 03 333.7 335.3 334.5 335.8 330 I 7 328.0 3t!9. 8 3:33.0 ..... 35 4 .!1· ~· 3:27.2 336.5 334.6 336.1 334.3 334.9 324.5 332. t 333.8 332.9 320.1 03 335.6 332.2 333.9 33p.4 334.8 331.5 326./ 228,8 33~,2 4030 4213 4500 4634 4785 5035 5110 5859 4531 8 70 182 388 540 810 1044 1216 1!532 1B60 2280 2605 2892 3172 3684 3939 4111 4340 4460 4509 3851 11 63 255 385 489 582 910 1150 1546 1696 2288 24·16 2562 2643 2693 2776 3174 3·125 3624 3817 4132 10 114 277 47;:: 571. bt)4 743 886 1082 323.9 329.9 327.6 325.7 325. ~ 325.6 331.4 330.6 2400 331 .4 332.5 329.0 333.2 325.3 329.4 330.7 330.8 333.0 331.0 329.4 328.8 330.3 333.0 331.8 330.6 ~24.3 328.9 330.3 333.7 1380 '3-':) 7 .!1~. 336.2 333.8 333.9 330.2 321.9 332.5 333.7 332.1 326.9 333.8 334.3 334.4 335.3 334.3 328.3 332.6 334,4 330.3 322.3 1620 334.9 330,1 334.1 ~7$4.7 333,0 329.3 325.4 330,5 338.1 - 3 - 408~ 4228 4530 4649 4797 5058 5802 5878 1450 13 81 230 393 569. 846 1113 1230 1592 1988 2337 2668 2915 3191 3728 '3971 4171 4389 4468 4510 1300 24 86 295 400 504 598 933 1288 1611 1728 :')?98 t,;,. ..... 247;?. 2602 26-45 2696 282S) 3226 3438 3665 3828 1110 23 164 314 48.1 58'.\ 67Lf 767 923 1146 326.5 329.2 328.3 326.3 327.9 326.6 330.6 332.6 2550 33!.2 332.5 328.9 333.7 325.0 329.7 331.2 333,6 332.0 331.6 330.1 329.3 :--z:~a.4 332.1 330.9 329.5 325.3 330,3 331.5 336.2 2180 331 I 7 336.5 332.6 332.0 329.8 320.4 334.0 333.3 332.7 326.1 332.6 332.9 331.0 33~7j. 3 330.3 330,3 331.1 334.4 330.3 330.4 1540 333 I 1 331.5 334.8 ~~3.5 334,7 327.4 ~25.5 332.5 336.8 4120 ~~447 4577 4685 4804 5074 5804 6096 00 31 104 275 480 603 895 1163 1300 1621' 2060 2417 2700 3005 3257 3783 3984 420.9 4420 4480 4531 00 30 150 324 425 524 630 972 1368 1618 1768 2314 2503 2&14 2656 2711 2902 3254 3493 3704 3945 00 28 214 316 503 589 689 797 951 1666 327.7 328.2 328.6 326.4 328.4 325.0 327.8 334.5 00 329.5 330 '9 330.5 332.7 325.9 330.4 333.7 334.4 330,8 333.4 328.9 329.9 329.8 330 '0 331.8 329.3 327.3 332,6 329.1 00 333.7 336.9 332,4 330.9 32C7.1 :523.8 334.6 332.9 332.7 327.4 333.8 332.8 330.2 334.4 332.1 329 I 1 332.7 333,9 330.2 337.9 00 33{) . fJ . 3~'50.8 335.8 333.6 333.9 327.8 326,3 332.0 335.6 4167 4453 4586 4740 4805 5097 5816 6226 00 39 109 318 497 655 952 1171 1390. 1655 2072 2458 2750 3110 3292 3797 4006 4253 4438 4494 00 39 195 330 453 547 707 1029 14:;:;7 1648 19'10 2340 2520 2622 ")LI:;'7 t.;;.£_:~. 2714 2974 3304 3529 3751 3851 00 38 189 317 529 6 "1 'i' 700 824 966 178!3 I I I I I I I I I I I ! I I GR 334.8 1790 332.4 1802 333.& 1815 334.2 1839 335.3 1854 GR 337.7 1894 339.3 2195 335.0 2205 338.& 2425 336' 1 2724 I GR 338.1 2970 336.2 2975 335.4 2980 335.0 2985 335.& 2993 GR 335.8 3000 334.6 3008 332.4 3028 331.4 305& 331 .8 3086 GR 332.6 3136 332.4 3186 332.4 3232 332.6 3271 332.0 3305 I GR 331.4 334& 331 ,8 3386 331.0 3432 330.8 3491 330.6 3541 GR 330.2 3599 329.8 3664 331.0 3704 333.0 3729 337.1 3756 GR 337.8 3793 337.5 3885 336.0 3939 335.4 3974 334.1 399U GR 330.7 4003 330.1 4028 331.1 4049 331 .o 4070 334.1 4097 I GR 335.9 4120 339.6 4132 X1 1.2 96 12 4249 2150 1380 1590 00 00 00 GR 342.2 12 340,6 16 338.6 25 335.6 40 334.3 43 I GR :!31. 3 69 332.1 106 331.6 145 331.4 180 333.2 222 GR 334.3 265 334.6 287 335.2 314 335.6 336 336.8 359 GR 337.9 384 338.3 398 338.4 410 339.8 423 339.8 671 I GR 336.5 817 334.7 850 335.7 875 336.6 901 336.6 956 GR 335.7 983 335.5 1015 336.6 1044 338.8 1130 338.0 1594 GR 338.2 1673 338.8 1722 338.4 1786 337.4 1802 335.7 1816 GR 335.1 1825 333.6 1856 333.9 1876 335.0 1898 335,3 1927 I GR 335.0 1962 333.4 2005 332.6 2049 332.9 2082 333.6 2118 GR 334.2 2149 334.5 2192 335.1 2227 335,4 2260 33:5.4 2297 GR 335.8 2322 335.9 2333 336.0 2360 336.4 2397 338.4 2425 I GR 339.5 2457 339.9 2622 339.9 2635 338.2 2646 337.8 2657 GR 336.9 2692 336.9 2727 340.4 2811 337.0 2890 339.2 2917 GR 338.7 2937 337.8 30&1 340.2 3359 339.9 3392 337.8 3395 GR 335.0 3400 331.0 3426 332.3 3445 334.8 3472 333.4 3559 GR 334.1 3603 334.0 3641 333,0 3713 331.7 3749 330.3 3789 GR 327.5 3829 325.2 3859 325.0 3899 327.8 3934 330.8 3959 GR 334.3 3989 338,0 4001 339.8 4011 339.7 4077 337.4 4159 GR 336.3 4179 336.1 419& 336.4 4210 336.1 4227 335.8 4238 GR 341.4 4249 X1 2 73 03 2762 1460 1080 1680 00 00 00 GR 343.7 3 340.3 10 335.8 18 332.7 43 335.3 90 GR 337.3 130 337.9 177 337.9 230 337.7 2'55 337.6 324 GR 336.6 397 335.5 456 335.7 :500 337.3 :530 340.9 559 GR 343.2 570 342.0 627 340.0 649 337.2 658 337.4 665 GR 340.0 671 341 '1 673 342.2 703 343.4 772 343.1 792 GR 341.3 793 340.9 806 342.5 814 342.2 831 341.1 832 GR 3'38.9 837 337.4 879 337.6 917 337.7 952 337.8 987 GR 337.8 1022 337.8 1067 337.6 1122 337.6 1172 337.7 1227 GR 338.0 1272 337.'5 13·17 338.8 1:'37 340.6 1396 341.4 1419 GR 340.7 1494 340.9 1588 342.1 l724 339.8 1830 338.3 1867 GR 337.1 1890 33'5.5 1932 331.1 1972 329.3 2022 329.1 2069 GR 327.9 2130 328.1 2180 330.8 2281 334,4 2324 335.9 2382 GR 337.6 2429 338.5 2467 338.6 2502 336.5 2521 335.6 2561 GR 337.3 2581 338.3 2631 335.3 2661 334.6 2711 334.8 2731 GR 336.1 2750 338.1 2756 342.8 2762 X1 2.1 100 l 0 3399 540 1675 515 00 00 00 GR 340.4 10 337.8 14 333.2 17 331.4 46 333.4 68 GR 334.7 105 334.6 145 333.9 195 333.6 245 333.4 295 GR 333.8 345 333.6 395 333.8 43S 335.3 466 336.3 481 GR 34 1 •• 2 496 342.2 SOB 341.8 5&3 343.1 605 341.4 641 GR 339.8 668 339.2 700 338.0 745 337.2 785 336.6 835 GR 336.2 885 33&.2 930 336,4 985 336.4 1035 336.6 1095 GR 337.4 1135 337.8 1180 334.2 1235 334.2 1280 337.4 1310 GR 338.8 1353 340.7 1376 343.4 1383 342.9 1402 342.3 1472 GR 342.5 1544 341.5 1580 340.7 1623 339.9 1652 338.4 1673 GR 336.5 1712 335.2 1735 338.1 1750 ~41.4 1756 341. a 1757 GR 342.1 1858 342.0 2032 341.8 2040 340.7 2101 339.9 2134 GR 339.8 2170 340.4 2201 340.'5 2227 341.7 2239 341.7 2247 -4 - IGR 341,6 2251 341.1 2261 341.6 2276 341.7 2313 337.3 2349 GR 336.4 2392 335.7 2441 333.2 2469 331.4 2512 330.7 255'7 I GR 329.9 2602 331.6 2652 332.2 2707 331.7 2752 332.7 2'797 GR 333.4 2827 334.2 2847 334.2 2850 335.1 2887 341 .8 2916 GR 343.2 2943 343.5 2963 341.4 2968 340,0 2989 341.3 3009 GR 342.1 3035 342.0 3051 341,6 3075 342.1 3092 344.0 3148 I GR 341.8 3197 343.5 3258 344.4 3319 342,0 3352 339.7 3359 GR 338.5 3374 338.5 3390 341,9 3395 345.4 3399 345.6 3403 X1 2.2 95 04 3149 835 680 1055 00 00 00 i GR 345,1 4 341,7 7 337.8 13 333.2 49 330' 1 90 I 330.0 237 328.1 288 327.2 348 , GR 328.9 134 331,3 182 GR 328.3 333 332.7 373 337,0 393 341.0 413 341 .a 461 1 GR 342.7 496 343.4 552 343.5 573 343.3 645 342.6 687 I GR 342.1 698 342.7 721 342.2 754 342.3 779 343.0 805 GR 345.5 850 345.2 926 344.1 930 343.6 975 341 .6 1014 GR 340,6 1027 341 .a 1053 341.9 1096 343.0 1104 343.5 1162 , GR 344.5 1257 343.4 1345 344.3 1368 344.2 1459 343.8 1498 'GR 342,9 1544 344.0 1573 344.9 1637 343.7 1722 341 .5 175l GR 343.2 1798 341 .7 1828 341.4 1857 341.2 1879 341.7 1897 GR 343.5 1912 343.5 1950 342.9 1976 343.5 1984 344.6 1986 GR 343.9 2016 343.5 2038 341.4 2088 340.3 2111 339.7 2131 GR 339.7 2143 342.8 21'50 341.6 2178 342.1 2204 343.5 2236 GR 345.9 2241 346.0 2331 345.3 2391 343.7 2394 342.7 2406 GR 343.9 2434 343.9 2447 343.7 2459 343.2 2508 343.2 2562 GR 341.6 2601 342.4 2629 341.5 2651 343.3 2678 343.6 2704 GR 343.4 2717 342.0 2760 340.9 2783 336.2 2861 339.3 290~~ I GR 338.0 2936 339.2 2974 340.4 3000 341.3 3026 341,6 3056 GR 340.5 3091 341.0 3110 341.6 3129 343.5 3142 346.6 3149 X1 2.3 100 07 4101 945 1500 1015 00 00 00 GR 346,8 7 342.3 11 337.7 16 334.5 so 331,6 94 GR 330.2 138 329.1 181 329.6 224 337,3 268 338.1 325 GR 339.4 352 342.6 357 342.4 395 341.9 430 342' 1 456 GR 342.6 482 343.6 482 342.2 535 343,3 570 343,4 614 GR 342.2 651 342.7 700 339.5 764 338.6 799 338,8 81 ., GR 340.7 838 343.5 851 344.1 875 344.7 896 344.7 915 GR 344.2 916 342.4 920 342.9 945 341.8 974 342.1 993 GR 340.8 1008 340.6 1020 344.1 1036 344.4 1044 344. 1 1054 GR 343.8 1074 344.2 1098 344.5 1127 346.6 1155 347.5 1294 GR 346.4 1409 346.8 1679 345.4 1755 344.5 1763 345.5 1774 GR 347.3 1820 346.5 1963 344.5 1968 342,9 1989 343.6 2009 GR 344.4 2018 344.6 2024 344.4 2029 344.3 2052 342.7 2077 GR 344.4 2099 345,9 210'5 346.6 2255 344.5 2292 344.3 2316 GR 344.5 2344 346.2 2354 346.7 2'505 345.7 2506 343.7 2509 GR 341.5 2'539 342.2 2579 343.2 2592 342.6 2629 344.9 2640 GR 344.8 :?.670 345.9 2682 346.4 2700 345.9 2824 345.1 2844 GR 345.0 2867 343.6 2881 344.0 2901 346.0 2926 346.'5 2969 GR 346.3 3142 344.2 3152 313.9 3180 344.3 3208 345.5 3278 GR 345.8 3301 346.0 3330 346.0 3529 343.4 3690 343·.2 3763 GR 343.5 3821 344.7 3935 343.2 3960 342.5 3970 347.4 4101 X1 3 34 06 1681 740 1550 880 00 00 00 GR 346.7 6 344.1 13 340.9 24 338.0 52 334.6 118 GR 330.9 182 328.1 229 330.1 273 331.9 314 332.4' 360 GR 333.9 408 334.7 454 338.0 499 339.9 540 340.1 576 GR 341.0 618 342.1 664 342.9 677 342.5 730 344.5 770 GR 345.1 818 34'5.1 880 346,0 965 346.1 1016 346.1 1094 GR 346.6 1185 346.'5 1246 345.7 1250 34'5. 4 1263 346.7 1268 GR 346.7 1307 347.4 1366 347.5 1406 347.0 1467 X1 3.1 40 12 1246 885 740 860 00 00 00 GR 349.1 12 344.2 17 341 .1 30 338.7 58 336.7 88 GR 336.6 116 336.9 158 338.0 200 339.0 2'50 341.7 270 -s - (~R 343.5 294 344.4 306 344.4 348 346.1 361 345.4 392 GR 344.5 421 342.4 444 341.5 475 340.8 530 340.4 584 GR 340.4 650 340.4 695 340.5 755 341.0 817 341.4 826 GR 344.6 838 346.1 865 346.2 889 345.2 897 342.9 916 GR 341.8 942 341.2 965 342.9 988 344.2 1022 343.2 1074 GR 343.9 1134 344.1 1200 345.0 1231 345.8 1243 349.7 1246 X1 3.2 42 11 1467 970 750 950 00 00 00 GR 350.0 1 1 347.9 15 345.7 26 342.8 44 342.3 69 GR 342.5 113 341.8 159 341 .8 204 341.9 259 341.9 309 GR 342.4 362 344.4 450 345.2 493 344.7 569 343.5 624 GR 341.3 676 340.3 723 338.9 763 338.9 797 340.9 824 GR 343.1 839 345.4 847 348.5 858 349.6 939 349.9 1008 GR 349.7 1040 350.4 1059 350.0 1104 348.1 1107 346.4 1115 GR 345.2 1121 345.2 1152 343.8 1203 342.7 1232 342.8 1259 GR 344.2 1273 345.1 1319 344.8 1370 345.3 1415 342.8 1448 GR 346.3 1459 351.0 1467 X1 3.3 36 09 1258 905 890 890 00 00 00 GR 352.6 9 348.7 12 347.3 18 345.1 27 342.7 65 GR 341.0 105 340.5 155 341.8 210 343.4 257 344.5 273 GR 347.0 291 347.2 306 347.3 311 347.2 316 346.0 361 GR 344.8 411 344.4 446 344.5 462 344.2 500 343.9 555 GR 345.1 610 343.9 665 343.7 719 344.0 760 345.8 807 GR 344.8 855 346.9 909 345.8 937 346.7 963 345.6 1031 GR 343.9 1058 345.2 1091 346.0 1136 346.7 1166 347.3 1185 GR 350.6 1258 X1 3.4 37 OS 1634 1135 450 1100 00 00 00 GR 360.4 5 351.7 8 349.1 15 346.7 22 343.8 72 GR 342.8 115 342.9 160 344.4 210 345.1 262 346.0 344 GR 347.6 401 348.6 452 348.5 479 348.9 507 350.0 538 GR 349.7 605 348.5 610 34&.7 630 346.0 668 346.7 695 GR 348.& 71& 350.1 779 350.5 856 349.3 884 348.0 913 GR 347.0 941 348.0 974 350.8 986 353.1 1012 352.7 1054 GR 351 .5 1059 352.6 1065 351.9 1076 351.4 1109 351.0 1116 GR 350.5 1122 353.1 1147 X1 4 68 00 2722 1325 1350 1020 00 00 00 GR 352.3 0 349.8 7 347.5 15 347.1 40 346. '7 67 GR 347.3 88 347.3 127 346.4 170 346.6 217 345.2 263 GR 346.6 303 346.6 333 348.2 336 349.8 373 350,2 393 GR 351.4 419 351.4 437 352.0 443 353.6 479 354.6 509 GR 354.7 ?18 353.8 724 352.1 730 351.4 733 348.8 754 GR 3.2&,7 778 345.6 823 345.2 868 344.9 918 344.9 96& GR 348.2 1005 351.5 1018 352.7 1055 353,0 1098 352.3 1167 !:iR 350.8 1199 350.1 1243 348.8 1273 349.1 1319 349.2 1360 GR 351.0 1378 352.5 1404 350.5 1452 348.3 1466 350.2 1471 GR 354.2 1476 354.2 1483 354.2 2148 352.7 2163 350.9 2166 GR 350.4 2173 350,9 2184 353.3 2221 352.7 2294 353.4 2315 GR 352.0 2358 350.8 2387 348.3 2401 346.0 24&8 34&.7 2505 GR 348.4 2535 34&.8 2566 344.0 2595 343.6 2647 344.3 269'1' GR 347.2 2710 350.8 2717 354.9 2722 X1 4.1 100 00 2569 1605 950 1270 00 00 00 GR 355.0 19 351 .8 27 352.7 so 352.5 74 355.3 81 GR 355.3 92 353.3 121 351.4 147 350.1 172 348,9 19j GR 348.1 233 348.1 275 349.2 315 349.1 324 351.3 352 GR 351.7 382 351 .4 412 350.1 438 349.8 460 351.3 519 GR 350.7 533 351 .5 540 352.7 541 353.1 551 351.4 561 GR 350.4 569 351.4 578 354.3 594 355.2 694 354.8 76'/ GR 353.3 769 352.8 810 352.4 832 353.3 860 354.4 872 GR 355.0 920 353.7 945 355.2 983 354.8 1022 353.5 1024 GR 351.8 1031 350.9 1051 351.5 1075 351.9 1093 351.1 1124 GR 348.7 1199 346.5 1233 348.6 1297 350.9 1328 351 .1 1430 -6 - I GR 352.& 1483 352.7 1517 353.8 1548 353,1 157& 351.7 1&05 GR 352.4 1617 353.0 1622 354.0 1&23 354.1 1631 35&.1 1645 I GR 355,6 1690 354.3 1693 353.0 1705 351.5 1730 351.5 173'1 GR 35o .a 1759 350.3 1785 349.9 1823 350.0 1856 350.5 1866 GR 350.8 1884 350.5 1908 350.5 1919 350.5 1954 350.4 1962 I GR 351.7 1984 352.9 2003 354.3 2051 353.7 207& 352.8 20S·~ GR 353.1 2109 354.1 2118 353.0 2215 352.2 2228 350.8 2250 GR 350.4 2294 351.8 2302 3'52.2 2315 351.4 2334 351.0 2341 GR 348.7 2352 350.5 2363 351.2 2371 348.4 2393 347.8 2409 GR 350,5 2450 351.1 2484 350.4 2517 351,9 2551 358.7 2568 I X1 4.2 56 04 2117 310 1155 1020 00 00 00 GR 358.9 4 354.9 6 351.7 21 349.4 43 349.~ 74 GR 348.3 95 348.5 157 349.2 186 350.0 220 351.3 244 GR 351.8 253 353,6 293 354.2 339 352.0 355 350.8 386 GR 351.3 415 351 .9 444 353.0 519 355.4 564 357.6 680 GR 357,4 1140 35&.5 1148 354.5 1160 353.3 1192 351.3 1208 GR 347.9 1223 344,8 12&8 346.3 1325 34&.9 13&2 348.9 1399 GR 350' 1 1454 350.6 1504 351.3 1545 351.7 1582 351 .s 1631 GR 349.6 1685 349.0 1740 349.6 1791 351.0 1824 352.9 1862 GR 354.8 1882 356.0 1902 354.8 1929 354.9 1966 354.4 1977 GR 352.7 1988 352.8 2004 353.4 2020 354.4 2026 356.5 2032 GR 356.6 2075 354.2 2081 352.8 2093 352.1 2105 354.1 2110 GR 359.5 2117 X1 4.3 57 05 2410 1030 1245 1240 00 00 00 GR 359.4 5 355.3 8 352.8 20 350.4 32 349.6 7'5 GR 350.5 123 349.6 190 350.1 222 351.3 252 352.8 282 GR 354.4 340 355.8 404 354.8 452 353.8 471 353.2 492 GR 354.2 515 354.9 527 355.8 544 356.8 572 355.6 596 GR 356.7 601 355.4 651 356.3 749 357.8 774 358.0 823 I GR 358.2 881 357.3 951 358.1 964 357.0 997 357' 1 1023 GR 357.5 1029 356.4 1094 356.2 tt 01 356.8 1183 357.4 1252 GR 356.3 1337 354.6 1400 353,2 1440 351.3 1494 350.8 1534 GR 350.6 1568 353.6 1613 353.6 1647 354.6 1668 355.7 1726 GR 356.7 1822 356.7 2032 355.7 2096 354.5 2147 352.8 2184 GR 351 .2 2210 347.5 2267 345.1 2280 345.9 2360 351.1 2395 GR 352.7 2401 360.2 2410 X1 4.4 75 07 2291 900 SOD 540 00 00 00 GR 363,8 7 358.9 8 355.9 22 354.0 48 352.5 74 GR 351.4 114 351.1 145 351.3 184 352.1 213 353.2 240 GR 353.1 264 354.0 274 354.3 288 354.4 301 353.7 321 GR 353.9 349 354.3 370 354.6 412 357.4 428 360.0 440 GR 359.9 452 357.2 455 354.9 458 353.3 465 353.0 482 GR 353.7 494 354.9 499 3'56. 1 520 358.1 555 3'57.5 579 GR 360.3 598 360.1 699 360.8 766 361.1 808 361.3 832 GR 355.6 842 355.8 851 354.6 861 355.1 871 355.9 878 GR 356.4 881 356.1 890 354.4 915 353.3 942 353.3 976 GR 354.7 1022 355.4 1054 355.3 1096 353.3 1140 355.1 1148 GR 359.0 1154 359.0 1202 356.7 1292 358.7 137& 358.7 13B'i GR 357.8 1391 357.4 1449 358.& 1519 358.5 1595 358.8 1721 GR 357.9 1842 357.1 1858 355.0 1879 352.8 1907 351.6 195'/ GR 352.3 2010 354.1 2072 352.9 2122 349.8 217& 350.7 2224 GR 352.8 2260 355.1 2275 356.9 2282 357.8 2287 3&1.3 2291 X1 s 49 06 207& 955 850 870 00 00 00 GR 3&1.2 6 358.7 11 356.6 27 356.0 40 354.3 70 GR 353.2 100 353.0 139 353.3 172 352.8 234 353.7 269 GR 355.5 303 356.1 317 357.9 343 357.8 387 358.2 450 GR 360.1 504 359.8 540 362.3 936 362.1 938 358.5 942 GR 356.2 949 353.9 957 353.2 990 353.3 1026 354.2 1050 GR 355.5 1097 356.2 1124 357.6 1153 359,5 1195 359.8 1275 GR 359.8 1357 359.0 1405 358.4 1429 357.9 1460 357.4 1507 - 7 - GR 356.1 1558 355.6 1585 355.1 1628 353.8 1688 353.5 1740 GR 354.1 1774 355.0 1824 355.4 1885 355.7 1958 352.3 ::.~ 0 1 '1 GR 354.1 2045 358.1 2065 358.9 2072 360.9 2076 X1 6 44 6528 7696 3330 3190 3190 00 00 00 X~ 10 GR 381.2. 0340 377.0 0345 377.6 1890 376.1 3000 374.3 4500 GR 369.2 6000 370.4 6104 364.4 6114 359.9 6177 364.3 6246 GR 364.2 6294 361.8 6350 360.1 6395 359.1 6413 360.1 6442 GR 361.9 6463 366.1 6471 366.4 6529 366.02 6624 364.89 6634 GR361 .. 64 6642 360.69 6680 360.19 6711 359.89 6734 360.29 6758 GR361 .89 6824. 362.19 6871 361 . 19 6913 359.2 6992 358.0 7196 GR 357.1 7254 358.0 7362 357.3 7424 358.4 7494 358.9 7543 GR 36t0. 0 7582 360.6 7625 358.5 7648 358.3 7667 360.79 7677 GR 37~0. 6 7696 371.7 7746 371,0 ?BOO 374.2 8500 X1 7 57 11 01 2465 2340 3500 2910 X3 10 3765 GR 37'5,3 1000 372.5 1010 374.2 1022 372.7 1060 366.5 1077 GR 365,9 1082 366.4 1086 368.5 1094 369.2 1101 366.4 1105 GR364.62 1126 362,8 1145 360.9 1185 359.8 1244 359.4 127~ GR 359.4 1330 359,8 1365 362.4 1416 364.59 1524 367.9 1667 GR 366.7 1698 366.7 1812 365,74 2012 363.9 2048 362.9 21110 GR 361.6 2170 362,5 2200 364.2 2210 3&5.90 2290 366.3 2311 GR3b5.69 2328 364.3 2334 366.02 2394 367.9 2458 371 .1 2465 GR 374.8 2469 373.7 2555 368.7 2565 368.0 2745 372.9 2755 GR 375.'5 2785 374.6 2905 376.9 292S 372.4 3035 377.9 3065 GR 378.7 3765 371 .1 3795 3&7.3 3845 370.7 3895 371.3 3955 GR 369.0 3961 369.0 3976 372.2 3980 372.1 3995 376.8 4005 GR 376.8 4095 391.8 4105 NC .050 Xl 8 30 3103 3680 4500 5060 4590 X3 10 GR 392.4 0750 385.0 0760 387.1 0780 386.0 1500 384.0 2800 GR 386.7 3000 385.4 3103 375.6 3113 371.22 3126 36'7.5 3159 GR 366,5 3215 364,1 3310 366.2 3420 368.3 3480 369.1 3497 GR 367,9 3552 368,3 3589 371.09 3600 373.5 3640 373.9 3680 GR370. 79 3691 368.8 3714 369,6 3733 370.89 3826 373.3 3960 GR 375.7 3969 383.0 4008 384.7 4035 383.4 4100 387.5 45'70 NC .055 Xt 9 38 1950 2673 4960 4450 4870 GR402,95 0070 394,0 0090 388.2 0100 386.5 0160 391.7 0190 GR 391,6 0406 395,2 0500 395,0 0600 394.2 0900 393.2 1375 GR 397,0 1390 398,5 1470 393,2 1500 396,2 1800 390.7 1820 GR 393.7 1900 392.6 1950 388.7 1970 387.6 2003 384.1 2012 GR 383.5 2052 381.6 2083 378. 01 2187 375.7 2228 371.5 2288 GR 369.3 2349 368.5 2390 366.6 2453 366.9 2500 368.7 2550 GR 370.1 2580 375.7 2591 378.07 2609 381.0 26.39 386.1 2656 GR 392.1 2673 391.3 2718 395.0 4000 X1 9.1 27 07 1007 4190 3885 3870 GR 403.4 7 390.2 25 386.7 34 384.3 45 381 .1 7B GR 378.5 123 380.7 179 382.0 2?.2 393.4 2.62 386.'5 291 GR 388.9 309 390.2 346 390.5 4ll3 388.9 470 385.6 531 GR 384.3 579 382.5 603 380.5 670 379.7 726 380.1. 77B GR 380.5 825 381.5 685 382.6 927 3lH, 1 951 386.0 976 GR 388.9 997 392.9 10ll7 X1 10 42 1100 3000 3350 2835 ;~900 X3 10 GR 407.8 922 407.3 1000 406.9 1035 404.7 1040 404.7 lObO GR 409,8 1070 411.8 1088 410.1 1100 395.0 1125 391.88 1149 GR39D.42 1175 3B9,0 1216 387.8 1290 388.1 1345 389. u 1405 GR 388,7 1490 389.3 1572 389.7 1605 391.94 1630 395.8 1646 - B - I GR 402.7 1658 402.83 1660 397.4 1880 406.5 1910 403.2 2110 GR 403.7 2310 399.3 2434 402 '&5 2508 402.3 2512 394.4 25 •l () I GR390 '40 2621 388,6 2674 387,9 2703 387.0 2740 386,2 2793 GR 386.2 2858 387.0 2900 388.3 2914 390.52 2935 395.5 2967 ~R 425.7 3000 426.3 3170 )(• 10.1 34 00 1200 1585 1950 1790 I G~ 402.4 7 395.5 34 393.2 49 391.7 69 392:.3 115 GR 392.5 159 391.2 209 390.6 265 390.8 325 392.0 391 I GR 393.0 440 394.0 486 395.4 529 397.5 563 397.6 646 GR 395.4 697 394.8 725 393.5 763 392.7 796 392.3 83;~) GR 391.8 881 391.9 916 392.2 969 392.5 1019 392.9 1065 GR 393.2 1083 393.2 1083 393.5 1113 394.3 1149 395.4 1168 I GR 396.3 1181 397.6 1184 399.4 1197 402.5 1200 Xl 10.2 20 06 863 4160 4055 4250 GR 416.4 b 408.7 15 401.5 46 398.9 60 397.9 112 I GR 397.9 164 398.6 236 398.4 300 398.4 370 398.5 446 GR 398,5 520 398.1 587 397.3 636 395.6 690 396,0 745 GR 397,5 780 399.3 805 401.9 824 406.3 852 413.9 863 X1 10.3 27 04 939 2725 2800 2790 I GR 419.4 4 417.2 8 411 .1 20 406.7 40 405.0 61 GR 405,3 89 405.9 106 405.4 134 404.2 175 403.8 222 GR 404,5 300 404.5 353 405.0 405 404.0 456 403.1 503 I GR 402.2 553 400,7 605 400.7 656 401.1 703 401.3 75'S GR 4()1.4 801 403.0 652 4(}4.1 887 405' 1 901 406.9 908 GR 408.3 916 410.8 926 I Xl 11 26 2003 2775 1330 1385 1360 X3 10 GR 423.2 0120 418.1 0170 419.3 0450 421.3 1630 417.4 1650 GR 420.9 1900 420.8 2003 415.2 2010 410.9 2030 407,66 2074 I GR 40'5.9 2112 405.6 2113 405.1 2180 404.9 2205 40'5.4 2290 GR 405.2 2335 405.1 2430 402.9 2500 401.2 2582 401.0 264U GR 402.2 2700 404.8 2715 407.78 2746 411.6 2763 422.0 2775 I GR 440.0 2794 X1 12 22: 1043 161•6 B790 9220 ·/120 GR 442.9 1000 442.7 1005 446.3 1020 446.0 1043 427.9 1071 GR421,73 1093 419.6 1119 417.4 1153 41'5.6 1196 414.4 1258 GR 416.9 1313 415.7 1428 41'5.3 1503 416.1 1573 418.5 1610 GR 419.6 1635 421.78 1646 426,5 1670 432.1:J 1686 432.9 1691 GR 440.0 3355 447.0 3550 I' X1 13 34 1039 2787 10450 9780 10275 XJ 10 GR 453.7 "1000 452.9 1008 456.3 1023 454.1 1039 436.41 1071 GR 432.7 1086 430.9 1128 426.5 1198 426.5 1238 428.4 1308 GR 431.7 1378 434,5 1428 436,47 1460 441.2 1528 445.4 1548 GR44'5.90 1555 442.1 1685 444.5 1840 450.9 1898 449,5 2121 GR 449,3 2125 443.8 2148 449.0 2181 448.8 2355 446' 12 2661 GR 445.7 2664 441.5 2676 440.5 2689 437.95 2702 434.0 2736 GR 438.3 2759 438.0 2776 440.7 2787 470.9 2822 X1 14 34 1090 2'585 28'50 2160 2825 X3 10 1000 GR 4'54.7 1000 448.2 1015 451.0 1065 450.9 1090 442.49 1099 GR 439,3 1119 439.2 1169 440.4 1221 441.1 1263 440.5' 1264 GR 442.2 1322 443.77 14'52 447.0 1606 44'5. 1 16'56 448.7 1718 GR450.63 1742 448.3 2017 448.3 2021 443.71 2028 440.8 2048 GR 440.8 208<1 441.9 2179 442.4 2223 439,6 2367 438.8 2407 cr~ 437.2 2482 440.5 2527 441.8 2549 444.07 2'565 447.& 2578 GR 453.4 2585 453,6 2b35 456,8 3885 459.0 3890 NC .04:5 Xl 15 29 1035 2340 4630 5460 4970 X3 .• 0 . 9 - I GR 468.5 1 0 0 0 471.1 1016 468.3 1027 469.3 1035 452.39 1062 GR 449,3 1072 448.7 1112 449.~ 1167 450.0 1202 451.0 1220 I GR452,39 1235 455.2 1298 456.7 1300 456,94 1306 457.7 1406 GR 458.2 1618 457.9 1621 4~3.5 1638 450.23 1685 447.6 171 u GR 446.1 17El3 446.8 1843 447.1 2018 446.1 2138 448.1 2228 GR450. 23 2257 453.8 2312 457.5 2340 475.0 2430 NC .040 X1 16 54 1033 2974 2530 2800 2710 X3 10 GR 469.6 1000 471.6 1016 469.~ 1033 458.7 1049 4~5 .13 1061 GR 451.0 1091 450.4 1115 4~0.'5 1173 450.2 1213 449.7 1293 GR 450.0 13'53 4~1.9 1463 45~.24 1487 460.7 1505 463.9 1509 GR463.38 1538 463.2 1919 4~5.6 1943 455.1 1968 457.0 2017 GR 458.1 20'56 456.1 2064 456.6 2067 456.9 2072 461.1 2096 GR 462.6 2295 456.5 2301 457.3 2322 458.1 2327 4S8.2 2344 GR 460.6 2359 460.4 2380 460.0 2394 457.0 2437 4~5.52 2605 GR 453.1 2675 452.7 2766 453.1 2810 453.4 2878 4:54.1 2890 GR455.49 2927 456.0 2951 458.6 2964 462.0 2974 461.5 3098 GR455.34 3112 453.9 3155 4~3.9 3171 453.4 3210 4S3.2 3223 GR455.34 3231 464.3 3259 462.9 3390 476.0 34~0 X1 17 42 1053 2226 1740 2650 1820 X3 10 3103 GR 470.1 1000 473.9 1020 471.6 1036 461.2 1053 458.41 1077 GR 457.4 1107 454.7 11~7 454.0 1225 453.7 1275 453.4 1355 GR 455.4 1445 456.7 1487 458.39 1531 462.88 1683 459,05 181 '7 GR 457.6 1877 457.1 1921 456.5 1956 457.5 2007 458.3 2020 GR 458.4 2137 456.4 2158 456.5 2181 459.48 2200 463.3 2226 GR 469.9 2233 470.1 2268 467.8 2273 469.5 2283 468.6 2483 GR 466.0 2493 468.0 2503 465.8 3103 461.8 3113 461.9 313B GR 466,6 3168 463,4 3248 466.7 3268 465.6 3618 467.9 4068 GR 473.1 4118 475.9 4148 NC 0 0 0 0.1 0.3 X1 18 23 1073 1689 1640 1530 1740 X3 10 GR 471.0 1000 474.0 1013 473.4 1027 469.7 1064 463.4 1073 GR460.67 1082 458.5 1095 457.0 1116 456.0 1161 456.3 1235 GR 453.8 1326 452.9 1411 454.1 1516 457.1 1606 459.2 1646 GR460.74 1661 462.9 1672 466.3 1686 470.1 1689 470.7 1739 GR 465.6 2890 467.9 3090 480.0 3097 X1 18. 1 53 03 1904 5660 6160 6200 GR 481.5 3 477.0 8 476.8 14 472.5 20 471 .3 32 GR 469.'5 59 468.8 96 468.6 141 468.5 193 469.1 235 GR 470.2 273 471.3 298 472.3 329 474.9 372 474.6 443 i GR 473.4 502 471 .5 540 469.7 579 469.2 594 469.1 61:5 GR 468,8 633 469.5 638 471.2 699 472.0 737 472.4 757 GR 474.4 765 479.1 901 473.7 906 473.4 930 474.4 1022 GR 475.7 1123 474.7 1172 474.4 1217 473.6 1289 475.0 1301 GR 475.0 1302 473.8 1311 473.5 1335 47'5.1 1353 474',4 1381 GR 475.5 1405 473.4 1509 471.6 1532 470.4 1585 469.7 1643 GR 468.8 1686 466.9 1740 466.0 1790 467.'5 1833 469.3 186•\ GR 471.1 1880 473.3 1893 474.8 1900 X1 18.2 50 25 1420 5560 5010 5140 GR 483.7 25 481 .8 52 479.1 87 478.4 105 478.0 122 GR 477.7 152 476.7 164 477.5 177 479.0 185 479.2 188 GR 486.4 194 488.2 350 487.9 354 485.4 3'56 484.5 359 GR 482.6 363 480.7 391 479.3 420 478.9 432 479.2 45Y GR 478.6 495 478.6 520 479.1 541 480.6 578 481.2 594 GR 483.2 610 481.3 630 483.1 648 482.2 666 484.2 679 GR 483,3 693 485.2 702 488.3 717 487,4 973 486.El 978 GR 482.8 989 479.7 1003 477.9 1017 476.7 1031 475.1 1054 -10 - GR 473,0 1108 471.9 1152 471.6 1200 471.7 1253 471.'5 1311 CR 473.7 1351 475.0 1376 477.5 1401 479.9 1413 482.7 1420 X1 18.3 22 06 625 3370 4230 4073 CR 500,9 6 486.9 24 483.8 33 481.2 47 478.1 71:J GR 476.7 103 474.3 152 475,2 199 474.9 258 475.4 309 GR 476.4 356 477.6 38b 478.5 427 481.4 459 484,1 475 GR 487.9 521 489.0 539 488.5 :556 48:5.8 570 484.6 585 GR 485.3 597 490,2 612 X1 19 33 1583 2190 28b0 2570 2640 X3 10 1457 GR 501.7 1140 496.7 1253 494.7 1313 498.4 1321 :500.0 1344 GR 494.9 1406 492.9 1408 493.3 1430 501.4 1446 :502.8 1457 GR :501,3 1468 496.2 1478 496.0 1485 493.4 1489 496.9 1508 GR 496.4 1568 496.4 1570 490.9 1583 48:5,1 1640 484.1 1658 GR 482.4 1711 481.7 1790 481.9 1865 482.4 2004 482.1 2081 GR 482.6 2104 483.9 2126 485.:5 2136 491.8 2180 495.4 2190 GR 497.8 2:500 soo.o 2780 :510.0 2785 X1 19.1 64 00 1862 3000 2710 2810 GR 495.9 13 495.2 15 489.8 23 489.9 49 488.3 72 GR 488.3 108 487.6 139 487.7 17'5 487.5 209 489.5 244 GR 491.5 270 494.9 293 496,9 304 497.2 366 496.6 451 GR 495.2 529 495.3 573 496.9 582 498.0 615 498.0 703 GR 498.0 770 497.0 797 495.9 801 495.4 830 49~.2 866 GR 494.5 871 494.3 908 494.3 967 494.3 999 497.8 100~ GR 497.2 1011 498.8 1017 499.3 1027 497.4 1067 497.7 1112 GR 499.9 113b 494.6 1241 494.0 1310 492.6 1322 492.6 1337 GR 492.0 1364 492.0 1388 491.2 1403 492.5 1406 496,7 1413 GR 496.0 1454 495.9 1462 494.5 1475 493.8 150B 492.4 1539 GR 491.3 1561 490,4 158:5 489.2 1601 488,4 1b10 487.0 1635 GR 485,0 1674 484.9 1711 48b,3 1749 487.9 1780 489.9 1799 GR 491.2 1822 491.8 1833 492.4 1840 495.3 1855 X1 20 57 1312 3723 BOO 1430 1260 X3 10 GR 501.8 1000 503,0 1114 502.6 1250 500.9 1255 501.4 1271 GR 506.8 1295 504.0 1309 503.8 1312 492.3 1331 486.0 1342 GR 483.3 1362 484.8 1429 486.3 1472 488.7 1499 492.3 1512 GR497 .15 1609 498.1 1835 496.7 1840 496.5 1881 493,7 192'7 GR 493.8 1972 494.7 1994 49b,6 1998 499.9 2001 500.6 2151 GR 499.6 2509 498.6 2523 495.3 2532 496.4 2568 494.8 2602 GR 495.3 2620 495.1 2695 500.9 2704 500.9 2714 501.1 2880 GR 500.6 2890 498.4 2906 499.7 3012 497.6 3141 499.1 3160 GR 499.5 3194 499.1 3269 499.7 3269 494.0 3344 495.1 3357 GR 494.9 3399 493.9 3421 493.5 3429 492.5 3445 491 .o 3478 GR 490.5 3555 490,0 3589 491.1 3627 492.1 3650 498.1 3700 GR 502.9 3723 507.0 3740 NC 0 0 .040 0.1 0.3 X1 20.1 84 05 1778 2730 2670 2540 GR '510.1 5 '503.9 12 500.2 28 498.6 44 496.4 74 GR 495.6 125 493.5 176 495.2 225 496.9 277 497.8 32'/ GR 498.0 387 499.2 432 499.7 459 500.2 474 501.1 504 GR 502.5 528 508.5 540 508.2 545 502.4 '554 '502.9 564 GR 501.6 584 500.5 639 499.4 677 498.0 703 497.7 750 GR 497.4 807 496.6 853 496.8 905 497.6 940 498,3 971:l GR 499.6 995 500.2 1016 so 1. 9 1037 502.0 1066 503.0 1094 GR 503.3 1140 501.9 121:5 501 .4 1219 501.4 1223 502.1 1226 GR 503.4 12•\7 503.3 12b8 502.b 1279 SOt. 3 1309 500.5 1311 GR 500.7 131b 502.2 1325 502.1 1335 500.5 1338 500.7 134~ GR 502.2 1'353 501.7 1365 500.6 13b8 502.1 1372 501.2 1402 GR 502.0 1416 500.9 1420 502.1 1427 501.4 1440 '503.1 1454 GR 503.0 1462 501 .5 1469 501.7 1476 502.7 1482 503.6 1516 -11 - GR 502.4 1535 502.1 1541 500.2 1546 499.6 1547 498.9 1557 GR 498.4 1573 498.6 1604 498.7 1642 499.3 1665 500.2 1675 GR 502.1 1695 502.0 1722 499.9 1731 499.0 1749 498.9 1765 GR 500.1 1768 501 '1 1773 505,5 1778 506,0 1781 X1 20.2 25 03 782 3550 3100 3690 GR 519.3 3 517.0 10 507.7 21 504.7 31 502.7 41) GR .o\99.5 71 497.8 125 502.2 175 502.5 204 503' 1 227 GR 503.7 268 503,9 316 502.9 381 501.8 408 498.8 428 GR 498.2 .o\78 496.2 535 494.3 585 496.3 626 497' 1 682 GR 498.4 726 499.5 753 504,8 762 505.8 774 51 1. 3 782 i X1 21 21 1457 2063 3790 39:!" 4030 X3 10 GR 523.7 1000 525.4 1014 523.8 1029 509.4 1058 508.4 1134 GR 508' 1 1144 508.4 1155 512.8 1197 514.5 1319 514.31 145'1 GR 508.4 1609 506,6 1646 504.9 1759 500.9 1886 504.4 1936 GR 505.9 1997 508.9 2020 512.0 2063 516.7 2082 517.2 2132 GR 524.0 2720 NC .030 Xl 22 34 1116 2465 930 380 900 X3 10 GR 523.8 1000 526.5 1013 525.4 1023 523.6 1063 523.3 1116 GR 511.3 1140 510.8 1242 509.0 1347 507.5 1382 506.5 1434 GR 504.9 1476 503.4 1532 505.8 1599 507.5 1643 515.0 1678 GR 519.7 1693 520.0 1887 520.4 1938 522.7 2056 520.3 2193 GR 514.3 2199 511.6 2230 509.4 2240 510.2 2245 510.5 2250 GR 510.3 2270 509.9 2296 511.4 2302 513.1 2305 515.4 2375 GR 518.0 2390 518.7 2465 522.0 2472 525.0 2780 Xl 23 45 1345 2743 5030 5550 4920 )(3 10 GR 538.1 984 535.5 1000 531 '3 1165 528.4 1201 529.9 1272 GR 526.5 1296 529.7 1311 530.53 1333 530.6 1337 523.5 1345 GR519.13 1366 517.2 1384 516.0 1455 516.3 1508 516.4 1583 GR 516.0 1679 515.5 1782 515.9 1827 519.03 1906 521.0 1942 GR 521.2 1955 519.9 1959 520.4 1974 521.0 1976 524.5 2003 GR ~28.2 2008 526.7 2115 528.7 2125 528.6 2275 526.6 2304 GR 527.7 2342 527' 1 2383 526.7 2403 520.1 2430 519.75 2445 GR 517,0 2487 516.3 2530 516,6 2569 519.2 2602 519.78 2612 GR 523.0 2624 528,1 2632 522.2 2703 525.7 2743 545,0 2755 X1 24 15 1108 1586 1850 2470 2160 X2 9700 GR 534.2 1000 530.9 ll08 524.7 1114 522.4 1134 523.11 115 GR520, 03 1247 515.8 1311 514.3 1375 507,6 1439 509.1 1481 GR 513.7 1502 515.6 1538 520.0 1568 526.5 1586 535.0 1592 X1 24.1 46 00 1200 1500 1500 1400 GR 536.7 0 526.0 73 525,3 75 524.3 85 522.9 96 GR 517.6 151 516.6 201 517.5 246 520.9 308 522.1 351 GR 522.9 393 523.5 40'5 '525.6 420 528.1 459 529.5 494 GR 531.8 529 530,6 590 530.0 645 528.4 667 527",8 680 GR 529.5 687 529.9 704 530.2 719 530.0 749 529.3 782 GR 529.4 848 529.3 873 528.0 878 528.6 894 529.2 902 GR 528.0 928 528.4 935 527.6 972 527.1 1008 526.4 1018 GR 525.0 1028 523.5 1038 521.5 1045 521.5 1050 521.0 1066 GR 522.5 1076 524.2 1082 526,5 1088 528.0 1023 528.7 1155 GR 533.7 1200 X1 24.5 18 2300 4200 2400 2200 2200 GR 537.5 1700 534.0 2300 532.0 2560 528.5 2700 524.0 2800 GR 527.5 2980 529.5 3000 530.5 3100 532.0 3200 531.0 3300 GR 528.0 3500 522.5 3900 518.0 4040 518.5 4140 525.0 410U GR 530.0 4190 534.0 4200 540.0 4230 NH 7 .080 1653 ,043 2278 100.0 3581 . 043 4085 .060 -12 - I NH 4127 .043 4232 .080 4237 X1 25 64 1653 4232 2100 1430 1870 X3 10 GR 544.5 1000 538.8 1113 538.4 1298 539.4 1517 534.2 1550 GRS40.67 1582 536.3 1606 536.6 1653 527.3 1667 526.9 1694 GR 526.9 1717 '532.6 1917 533.7 1965 530.9 1980 531.7 2045 GR 532.9 2053 534.0 2142 531.4 2157 533.1 2215 531.7 2273 GR 534.9 2278 536,9 2428 535.2 2654 530.3 2658 533.0 2738 GR 530.9 2873 535.4 2921 534.4 3000 532.6 3071 531.2 3157 GR 535.5 3167 536.2 3313 529.6 3325 530.4 3387 534.2 3422 GR 536.0 3452 536.2 3571 536.2 3581 530.2 3586 529.7 3590 GR 528.2 3602 527.9 3619 526.4 3649 527.2 3681 528.5 3715 GR 529.7 3757 530.0 3769 532.4 3839 530.2 3861 529.6 3903 GR 529.6 3911 530.9 3920 531.8 3946 530.5 3974 530.2 3978 GR 529.1 3997 527.2 4044 526.3 4085 526.2 4127 527.3 415'1 GR528.61 4201 530.2 4211 536.6 4232 547.0 4237 NC .o8o .080 .035 X1 25.1 49 08 1437 3040 2270 2290 GR 539.6 8 537.6 9 534.6 21 532.4 32 530.0 53 GR 529.6 73 529.9 99 530.4 130 532.0 168 532.9 189 GR 533.1 194 534.1 223 534.6 243 536.0 278 537.4 291 GR 538.9 332 539.5 348 539.3 376 539.5 410 539.7 443 GR 539.5 466 539.1 488 539,5 SOB 538.9 521 535.1 527' GR 535.9 536 537.5 547 536.6 552 535.2 55'5 535.1 565 GR '539.4 572 540.2 '577 '541 ,3 949 '541 .o 953 539.0 954 GR 536.3 962 534.1 968 531.8 991 531,3 10'51 531.5 1111 GR 530.1 1175 '527.3 1227 526.1 1283 526.9 1336 529.1 1381] GR 531.9 1409 534.8 1420 536.3 1426 537.4 14~0 X1 26 39 2507 3123 3360 2610 2700 X3 10 GR 550.7 0720 550.4 0721 '550.1 0722 '549.8 0723 547.0 0730 GR547.23 1000 546,7 1140 544.3 1235 546.8 1245 546.7 1343 GR 544.6 1348 '544.64 1664 545.0 1816 538.4 1833 537.4 1858 GR 537.9 1888 545.2 1906 543.3 19'53 546.5 2021 544.5 2334 GR547,80 2505 547.8 2507 542.4 2513 536,2 2'538 '534.7 2543 GR 532.3 2'562 532.1 2609 533.7 2663 534.1 2749 534,0 2846 GR 533.0 2895 533.6 2928 533.5 2963 532.6 3007 532.8 3020 GR 534.4 3050 535.8 3063 541.85 3118 552.0 3123 NC 0.1 0.3 X1 27 31 2320 2835 3900 3900 3900 X3 10 GR 558.2 0440 '554.7 0450 '554.6 0650 554.5 0850 554.4 1050 GR554,21 1400 5'53.11 1535 545.2 1545 '545.3 1575 550.6 1600 GR 551.4 1800 550.16 2049 547.6 2071 551.0 2114 552,6 2230 GR552.71 2318 '552.7 2320 548.8 2323 542.89 2353 540.7 2435 GR 538.6 2497 536.1 2545 53'5.0 2585 533.8 2651 '535.6 2700 GR 538.3 2724 542.8 2805 547.7 2832 '551.5 2835 '554.0 297::, GR 560.0 2978 X1 28 48 1486 2726 5150 5610 5820 X3 10 GR 567.2 987 564.3 1000 559.5 1014 561.6 1028 561.7 1092 GR 561.8 1153 556.2 1178 556,0 1186 553.9 1196 5'51. 81 1228 GR 549.8 1295 550.5 1327 551.81 1350 '55'5.8 1381 '557.6 1438 GR 557.6 1486 554.8 1494 5'54. 1 1539 553.83 1588 '553.3 1633 GR554 .12 1695 554.7 1726 553.86 1751 551.6 1781 550.7 1827 GR 549.8 1887 550. 1 1925 550.9 1955 553.93 1978 557.0 208'1 GR 556.1 2152 559.0 2272 '559.7 2344 560.4 2390 559.9 2433 GR 558.7 2448 557.8 2503 558.5 2511 554.4 2566 553.95 2576 GR 5'52.1 2591 549.2 2623 548.0 2661 549.7 269~ 553.93 2709 GR 555.0 2726 567.0 2732 577.0 2780 -13 - 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STARTING W,SlE. e LRX-3 -344.5, NC CfiRDS USED - T3 MIDDLE SUSITNA RIVER-..,.FOR FLOWS BELOW 20,000 CFS Jl 0 2 0 0 0 0 0 13400 344.5 1.3814 J2 2 0 -1 0 0 -0.95 0 0 0 15 T1 SUSITNA HYDRO P~OJECT T2 Q==17,000 CFS, STARTING W.S.E e LRX-3 = 345.5, NC CARDS USED T3 MIDDLE SUSITNA RIVER--FOR FLOWS BELOW 20.-000 CFS J1 -10 2 0 0 0 0 0 17000 345.5 1.7526 J2 15 0 -1 0 0 -0.90 0 0 0 15 •, -20 - I I I I s6/cc4 ATTACHMENT 0 Susitna River, Hydrographic Maps (Revised December 1982) ,/ l - ... \' .. ... ··ttt "' _, ··'---.·-· ····'-•·· -~~: ............. "~ (i l "' .. R 14 ~ ,, ., #'*' ,, ~1} !; ~ " ll l' :i ~"' ~t J till;. ~·Jffl;ll< ~Y"lt:~ 't!Oif{~)i<~ ~.lii.J!<ii v ., .. ..,, __ _,_~~~·~>-"-"~.;;. ,•' . ..,,, ,:o_..,.,..., ... ,.~~, .. . \t -, :,.:;-_,.·~;;t,:""'''"-"~" ~c""'"'"'~r;;f{~,..;;.c,;;,;;,.,,.=,.,.,..::::_~~;;,;;.,.,~--,Jj • {. ~ :l !' -: ~·~~~;";lllpllift~ ;~ " ~-·~ ·-· ~-;_;._:..;x:_ ·: Jf.,h'.:;;'~,·.::-:-:-.;~ 'r, II ~ _ .. 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