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HomeMy WebLinkAboutAPA16Susitna Joint Venture Document Number .-. ....---.--- Please Return To DOCUMENT CONTROL ---------------~~-IXJ&OO~& 0 ~00&®©@ 1 Susitna Joint Venture Document Number I Please Return To DOCUMENT CONTROL -SUSITN.A HY'DROELECTRI'C PROJECT AERIAL PHOTOGRAPHY PHOTOGRAMMETRIC f~A-PPING ANl> PHOTOGRAM.METRIC CONTROL SURVEYS NOVEMBER 1982 PREPARED FOR: RaM COIJi:JUL TAl'ffS, JNC .. ..._ ... __ ~ .. J l ~:=:_:--ALASKA POWER AUTHORITY. ___ .. _ I 1 I ' .. ALASKA POWER AUTHORITY SUSITNA HYDROELECTRIC PROJECT TASK 2 -SURVEYS SUBTASK 2.08 -CLOSEOUT REPORT AERIAL PHOTOGRAPHY, PHOTOGRAMMETRIC MAPPING AND PHOTOGRAMMETRIC GROUND CONTROL SURVEYS NOV'EMBER 1982 Prepared by: R&M CONSULTANTS, INC. 5024 Cordova Street Anchorage, Alaska 99503 Telephone: (907) 2'79-0483 Prepared for: ACRES AMERICAN, INCORPORATED 1000 Liberty Bank Building Main at Court Buffalo, New York 14202 Telephone: (716) 853-7525 ALASKA POWER AUTHORITY SUSITNA HYDROELECTRIC PROJECT TASK 2 -SURVEYS SUBTASK 2.08 -Ci...OSEOUT REPORT AERIAL PHOTOGRAPHY, PHOTOGRAMMETRIC MAPPING AND PHOTOGRAMMETRIC CONTROL SURVEYS TABLE 0~ CONTENTS LIST OF TABLES 1 -INTRODUCTION 2 -NARRATIVE -AERIAL PHOTOGRAPHY 2~ 1 -Background 2.2 -Aerial Photography 2.3 -Photogrammetric Mapping 3 -NARRATIVE -CONTROL SURVEYS 3. 1 -Background 3. 2 -Horizontal NetworV. 3.3 -Vertical Network 3.4 -Summar·y APPENDIX A -HORIZONTAL CONTROL STATION COORDINATES AND STATION DESCRIPTIONS APPENDIX B -VERTICAL CONTROL BENCHMARKS, ELEVATIONS, DESCRIPTIONS & PHOTOGRAPHS APPENDIX C -AERIAL PHOTOGRAPHY INDEX LIST APPENDIX D -HORIZONTAL AND VERTICAL CONTROL SURVEY NETWORK DIAGRAMS APPENDIX E -AERIAL PHOTOGRAPHY INDEX MAPS APPENO~X F .... AERIAL PHOTOGRAPHY TOPOGRAPHIC CONTOUR MAPPING INDEX MAPS -i - • Page ii 1-1 2-1 2-3 2-5 3-1 3-3 3-7 3-9 A-1 B-1 C-1 D-1 E-1 F-1 LIST OF TABLES Number Title 3.1 Standards for the Classification of Geodetic Control 3. 2 Classification, Standards of Accuracy, and General Specifications for Horizontal Control 3.3 Inertial Survey Accuracy Audit -ii - .. Page 3-11 3-12 3-13 1 -INTRODUCTION This report presents a reference guide to the aerial photography, photogrammetric mapping and supportive control surveys completed for the Susitna Hydroelectric Project Feasibility Study. North Pacific Aerial Surveys compiled an extensive photographic data base under the direction of R&M Consultants. Portions of this photographic data base were used to compile detailed contour manuscripts for specific requirements of project subtasks. This report provides a narrative of procedures and instruments used to execute the aerial photography and photogrammetric mapping. It also provides an update of associated survey control work completed since: the closeout report of Subtask 2.09 (Control Surveys). Appendix A contains the current horizontal control monum•ant positional values with primary and secondary network station descriptions; P..ppendix B contains ver·tical benchmark elevations and descriptions; Appendix C contains a tabular list of available photographic coverage; Appendix D contains control network diagrams; Appendix E contains aer·ial photography index maps and Appendix F contains index maps of available contour mapping. s3/r 1-1 2 -NARRATIVE -AERIAL PHOTOGRAPHY 2.1-Background Due to the requirements of specifie subtasks, the large size of the project study area and lack of availabiiity of prior low-level aerial photography it was determined that a comprehensive photographic data base was required in order to provide consistency and continuity for the feasibility study. R&M chose North Pacific Aerial Surveys (N.P.A.S.) to providE:! the required new photography and photographic mapping. A photographic base has been established and cataloged which includes photography or , .. mapping. established by other agencies to supplement the photography and mapping initiated for this study. s3/r 2-1 II • 2.2 -Aerial Photography R&M worked closely with N.P.A.S. to establish flight line plans based on the mapping task requirements, vegetation foliage, existing or required survey control, land status and other existing photography. After completing the flight plans, photogrammetric pre-marks were established. When weather conditions at the project site were correct, the pre-planned flight lines were flown by N.P.A.S. utiiizing a Cessna 3200 Aircraft with a Ziess RMK-A 15/23 precision mapping camei"a for obtaining the photography. Actual flight lines were noted and field annotated on U.S. G. S. quadrangle maps. R&M also flew low-level uncontrolled photography utilizing a Cessna 2C6 and a 35 mm Olympus OM-2 came.ra. This photography was utilized for river channel monitoring and hydrological analysis. All aerial photography available for this project is listed in Appendix C. The list details the date flown, scale, print type, agency responsible for acquisition and locatin of negatives. The locations of the flight lines are shown on the Aerial Photography Index Maps in Appendix E. s3/r 2-3 .. 2.3 -Photog rammetric Mappi!:!.9_ Topographic mapping for the proposed reservo1r· r~reas, access corridors and proposed facilities areas was required during the feasibility study. 26 sheets of 1 "=200', 1 0' contour i nterva I mapping covering the a rea near the Watana Damsite were previously mapped by the U.S. Army Corps of Engineers (U.S.C.E.) in 1978. After field checking the survey monuments established in conjunction with the U.S. C. E. mapping (see Subtask 2.09 -Closeout Report) it was determined that the mapping datum used for the U.S. C. E. contour maps would match the survey control datum established in Subt~sk ~.09 and that this area would not have to be re-mapped .. The original U.S.C.E. mylars were reduced to 1"=400' to provide consistency with the new mapping. N. P. A. S. provtded contour mapping at a scale of 1 "=400' with 10' contour intervals for the Watana Reservo!r, Watana Quarry Site, the Alternate Access Corridor from Hurricane to Watana and the Denali Access Corridor. To provide greater detail, an area around the Devil Canyon Damsite; was m_apped at a scale of 1 "=200' with 5' contour intervals. R&M's survey control was compiled by N.P.A.S. using a Kern PMG2 Point Transfer Instrument in conjunction with a Kern MK2 Monocomparitor, all bridging, aerotriangulation, and analysis was processed by an E.D.S. Point 4 minicomputer. Due to the high order and consistency of the survey base, minimal difficulties were encountered in bridging the photography. Plotting the manuscripts was accomplished with either a Kelsh stereoplotter or a Kern P62 AT-DC2 steroplotter. Plotting of the Devi I Can von Reservoir was done by Air Photo Tech Inc. (A. P. T.) using the plates bridged by N.P.A.S. A.P.T. was used to minimize delays in the completion of the mapping. All plotting was done to exceed National Mapping Standards. Pencil manuscripts on 6 mil mylar was delivered as an s3/r 2-5 end product. Direct Positive Mylars (DPM) were made to provide second~generation originals. An index to the available topographic mapping generated ts included in Appendix F. s3/ r 2-6 3 -NARRATIVE -CONTROL SURVEYS 3.1 -Background The precise horizontal and vertical network established by R&M under Subtask 2.09 was the basis of survey control for all photogrammetric mapping. The procedur·es, techniques and results of this network summarized in the Subtask 2.09 closeout report. Values for those stations remain unchanged. The horizontal and vertical network was expanded in order to provide controlled photography in areas which were selected for possible topographic mapping. Additional specific task locations such as geologic test holes, hydrological investigations and seismic refraction lines were also added to the field control survey data base. s3/r 3-1 3.2 -Horizontal Network The Susitna horizontal network currently consists of: 1. a primary control network consisting of 17 second-order, class I control points; 2. a secondary control network consisting of 224 second-order, class II control points, 151 of these are new since the close-out of Task 2.09; 3. additional control consisting of 88 third-order, class I control points, 29 of these are new since the close-out of Task 2.09; 4. 239 supplemental third-order, class II control points; 5. 9 fourth-order doppler satelite position control points; and 6. 97 fourth-order inertial positioning system control points. The primary and secondary control networks established and reported in the Subtask 2.09 closeout report remained unchanged. The additional survey control points required since the Subtask 2.09 completion were based on those networks. 34 traverse lines and 36 closed loops were established to provide control expansion to the required areas. One second-order class II traverse was run north from station Bulkey connecting to the NGS first-order network stations Brusk and Talus near the Denali highway. These NGS str.'tions positions were held fixed in addition to the existing network for the Cldjustment. R&M used second-order, class II; third-order, class I and third-order, class II techniques as set forth in the Standards for the Classification of .. s3/r 3-3 a Geodetic Control prepared by the National Geodetic Survey (NGS) and shown in Tables 3. 1 and 3.2. Wild T-2 theodolites, HP 3808 laser distance measuring devices, and HP 3805 infrared, distance measuring dev~ces were used on all surveys executed since the Subtask 2.09 closeout report. Monumentation consisted of a 5/8 inch steel rod driven 26 to 28 inches into the ground with a self-identifying 3!-inch aluminum cap crimped on top of the rod and protruding 2 to 4 inches above the surface. A 2x2 inch florescent orange sight post, 8 feet long, was plumbed and guyed over each station monument. A 6-foot metal fence post with a silk-screened witness sign was se·: adjacent to each monument. A weighted simultaneous least-squares adjustment based on observation equations was made of all horizontal surveys using the technique of "variation of coordinates". The referenct:. surface used in the adjustments is geodetic, using the parameters of Clarks Spheroid of 1866 and ':he North American Datum of 1927. An observation equation, containing the weight of measurement, was formed for each observation. The weights are inversely proportional to the standard deviations of the observations which are based on the instrument proportional part error, the instrument standard error, the length of the observed line, the set-up error, and the number of observations. All measurements were adjusted simultaneously in a€;cordance with the weight of the observation. The adjustment was run several times using varied parameters in order to evaluate the strength of the data. A statistical evaluation of the horizontal network adjustment was performed, and it was found that the positional accuracies exceeded all required closures. Data concerning the survey closures, the adjustment evaluation and any other data related to the surveys is available at R&M's Anchorage office. s3/r 3-4 R&M determined that the survey control for the powerline corridors linking Anchorage to Willow and Healy to Fairbanks would be performed most economically usrng satelite doppler and inertial positioning techniques. This would still provide accuracies adequate for future topographic mapping. Due to the familiarity and past performance of International Technology, limited (ITECH) in this type of positioning, R&M subcontracted this control work to ITECH All control points were set by R&M and conform to the previously described monument type but without the guyed sight posts. ITECH chose to use doppler satellite receivers and the translocation technique for establishing control for their Ferranti Mark II Inertial Land Survey System. This technique involved placing one Magnavox 1502 Geocevier at a known location with a given datum, while a second unit successively occupies the var~ous unknown station~ comprising the network. Data taken simultaneously post-processed utilizing the Magnavox MAGNET programs run on an HP 1000 mini-computer. National Geodetic Survey (NGS) data for horizontal stations Isle, Bullion-R.M. 1, Willow, Bald Mountain, Garner, Chena West Base and vertical benchmarks C74, E104 and C4 were used to constrain the satellite positioning. After control was translocated to nine control stations, ITECH used the Ferranti system mounted in a Hughes 500 helicopter to determine positions on the remaining control stations. Two separate missions (two readings on each mission) were flown to provide four observations on each station. The results were post processed using the HP 1000 and Sheltech Canada computer programs to provide proper data smoothing and corrections for system misalignment and drift. s3/:. 3-5 R&M was provided with a job report and values for each station observed· !TECH reported that all positions were accurate to within 1 meter horizontally and vertically. R&M choose to field spot-check the results provided for assurance of the claimed accuracy. Four traver·se loops were run through three I TECH control points, and three NGS first-order triangulation stations using second-order, class I procedures and equipment. A doppler control station 6H-2(DP) was tied-through during this audit. This was a control station used for adjoining work that ITECH was performing for another job and is not an R&M station. The results of the comparative positions betwe(m NGS and ITECH values and R&M's audit are listed in Table 3.3. The list shows the accuracies to be within the claimed values. s3/r 3-6 • 3.3 -Vertical Network The precise vertical control network and vertical angle benchmarks reported 1n the Subtask 2.09 closeout report remain unchanged. In addition,. all new horizontal control points previously described in Section 3. 2 have had a fourth-order elevation established. Fer all R&M tied horizontal control points this elevation was established using the procedures described in the Subtask 2.09 report. All control points for the transmission line corridors for Anchorage to Willow and Hea 1y to Fairbanks and elevations were determined in by the doppler or inertial observations. R&M also established 334 third c::.1d fou r·th-order vertical benchmar·ks in conjunction with the hydrologic cross-sections of the Susitna River. These benchmarks were leveled through existing first-order N. G. S. benchmarks along the Alaska Railro3d. All leveling consisted of new spur loops and no interconnections between existing NGS benchmarks were made. The location of these benchmarks are shown on the Hydrographic River t\laps of the Susitna River prepared by R&M and included in Subtask 216 closeout report. s3/r 3-7 3.4 -Summary R&M has established a precise horizontal and vertical control network consisting of the following permanently monumented control points; 1. 52 first-order, class I vertical benchmarks; 2. 334 third and fourth-Drder vertical benchmarks; 3. 17 second-order, class I horizontal control stations and vertical angle benchmarks; 4. 224 second-order, class II horizontal control stations and vertical angf::-:: renchmarks; 5. 88 third-order, class I horizontal control stations and vertical angle benchmarks. 6. 239 supplemental third-order, class II horizontal control stations and vertical angle benchmarks; 7. 9 fourth-order doppler satelite horizontal and vertical control stations; and 8. 97 fourth-·order inertial positioned horizontal and vertical control stations. The appendices contain complete coordinate listings and index maps for all horizontal points listed above. Station descriptions for the primary and secondary horizontal control network stations is included in Appendix A. The horizontal coordinate lists alphanume;oically ordered sublists, s3/r in each 3-9 Appendix A are broken into sublist representing a separate • phase of the surveys. The coordinates listed for the horizontal stations in Appendix A are: 1. geodetic coordinates (north latitude and west longitude); 2. Alaska State Plane Coordinate System, Zone 4 coordinate (a local transverse mercator projection) in feet; and 3. elevations in feet. Horizontal coordinates are based on the North American Datum of 1927 using Clarks Spheriod of 1866. All Alaska State Plane Coordinates and elevations are given in U.S. survey feet. Elevations are based on NGS mean sea-level datum which approximates the U.S. sea-:evel datum of 1929. Appendix B contains elevations in both U.S. Survey feet and meters, station descriptions, and station photographs for all first-order, class I benchmarks established. Elevations and station locations for the fourth-order benchmarks are also listed in Appendix B. All first-order vertical benchmarks and all horizontal control stations except for the seismic, test hole and airstrip control are plotted on the horizontal and vertical control index maps, in Appendix D. s3/r 3--10 Classification Rda~ive accuracy be- tween directly connected adjacent points {at least) Classification 'Relative accur.tcy ~tween directly con- nected points or bench- marks (stalldard error) TABI.~E 3.1 STANDARDS FOR ~): CLASSIFICATION OF GI:ODETJC CONTROL '!l. First-Ordu part in 100,000 Fir:rt-Ordrr Class I Class !I 0.5 mm « 0. 7 mm VIr' Horizontal Control Sr>cond-Ordrr Class I pnrl in 50,000 Class II I part in 20,000 Vertical Control Sccond-Ordt'r Class I 1.0 mm v'i< Clas.f II 1.3 mm VI( ( K is the distance in kilometers between points.) Tltird-Ord~r Class I 1 part in 10,000 Class II par~ in 5,000 · Third-Order 2.0 mm VK * From Classification, Standards of Accuracy, and General Specifications of Geodetic Control Surveys; U.S. Department of CoruiHerce, National Oceanic and Atmospheric Administration, National Ocean Survey, 1980 . .. (" tJ) w .......... , (,..) I ...... N Clanificatioll Rr(Ptnmended spacing of principal stations Horizontal directions or angles 1 ln$trument Number of observations Rejection limit from mean Length measurements Standard error 1 Reciprocal vertical angle observations ' Nt~mber of and spread hetween observauons Number of stations between knoY.n elevatioqs Astro azimulhs Nr,mber of courses between azimuth checks 1 No. of obs./night No. of nights Standard error Azimuth closure at azimuth check point not to eJ.ceed a Position closuu after azimuth adjustment First-Order Network stations JO-lS icm Other surveys seldom Jess than 3 km. 0".2 16 4" ·l part in 600,000 3 D/R-10'' 4-6 5-6 16 2 0".45 1".0 per station or 2" V'N 0.04m VKor I: 100,000 TABLE 3.2* TRAVERSE Second-Order Class I Principal stations seldom less than 4 km except in meuo- politan "rea surveys where the limitation is 0.3 km. 0".21 f 1 ".0 8 ~ or { 12 4'' J l 5" 1 part in 300,0GO 3 D/R-10" 6-8 J0-12 :6 2 0''.45 1'' .5 per station or 3" vN. Metropolitan area surveys seldom to exceed 2".0 per station or 3" Vi'! O.ORm Vi[""or I :50,000 ClciS."i II Principal stations sel- dom less than 2 km ex-::ept ir> metropoli- Qan an:a surveys where the limitation is 0.2 km. 0".21 r .... o 6 ~ or { g 4" J l5" J part in 120,000 2 D/!t-10" 8-10 15-20 ·"-"··'" 12 .... 5 2" .0 per station or 6" v'"'fr. Metropoli~an area surveys seldom to exceed 4" .0 per station or 8"VN 0.2mv'K". or I :20,000 Tllird-Ordu Class I Class II Seldom less than 0.1 km in tertiary sur- . veys in :.1etropolitan area surveys. As required for other surveys. 1 ",0 1 H.o 4 2 5" 5" I part in I part in 60,000 30,000 2 D/R-10" 2 D/R--20'" 10-IS 15·20 20-25 30-40 8 4 I 3".0 8".0 3 ".C per station or 8" per station or 10" v'l'r. Metro· 30"~ politan area surveys seldom to exceed 6".0 per station or 15'! yr;;- 0.4m ,IK or 0.8m ~or 1.10.000 I :5,000 * From Classification, Standards of Accuracy, and General Specifications of Geodetic Control surveys; u.s. Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Survey, 1980. TABLE 3.3 RESULTS OF INERTIAL POSITIONING AUDIT NGS FIRST ORDER STATION INVERSES RECORD R&M FOUND STATIONS DISTANCE (GRID) DISTANCE (GRID) DIFF. Garner-Suntrana 38841.449 38840 .. 469 0.980 Garner-Walker 48771.771 48770.238 1.533 Garner-Rex 108968.303 108965.179 3.124 Suntrana-Walker 57519.578 57518 .. 019 1.559 Suntrana-Rex 116080.793 116078.250 2.543 Halker-Rex 61373.252 } 61371.857 1.395 COMPARATIVE INVERSES ~ETWEEN !TECH CONTROL POINTS STATIONS 6H-2 -11-809-F 6H-2 --10-828 F 6H-2 -8-935F 11-809F-10-828·F ll-809F-8-935 ..F 1 0-828F-8-935 F . STATION 8-935F 10-828F 11-809F 6H-2 (DP) s3/r I TECH R&~1 53175.949 53176.346 66988.116 .66990.234 127365 .. 853 127365.102 14279.198 14280.647 74501.549 74500.288 60412.054 60409.187 R&M POSITION TO ITEEH POSITION INVERSE BEARING (GRID) N74°29'46 11 E S22°41'29"E S15° 49'15"W Sl7°48'28"W DISTANCE (GRID) 0.435 2.928 1.644 1.119 3-13 DIFF. 0.397 2.118 0.751 1.449 1. 261 2.867 • PRECISION 39,634 31 ,815 34,881 36,895 45,647 43,995 PRECISION 133,945 66,988 169,594 14,279 59,080 21 ,071 s3/sl APPENDIX A HORIZONTAL CONTROL STATIONS 1. GEODETIC COORDINATES Fixed Stations Primary Network Secondary Network Additional Control Seismic Line Control Test Hole Control Watana Airstrip Control I TECH Survey Control ITECH Doppler Control I TECH 1 nertial Control 2. ALASKA STATE PLAN::': ZONE 4 COORDINATES Fixed StatiQns Primary Network Secondary Network Additional Control SeismAc Line Control Test Hole Control Watana Airstrip Control I TECH Survey Control I TECH Doppler Control I TECH Inertial Control A-i • Page A-1 A-1 A-1 A-7 A-9 A-12 A-15 A-15 A-16 A-16 A-19 A-19 A-19 A-25 A-27 A-30 A-33 A-33 A-34 A-34 s3/s2 3. HORIZONTAL CONTROL STATION DESCRIPTION INDEX (Order Alphanumerically by Survey Phase) Station Name Clear Indian Portage Brown Bulkey Clarence DC-1 Devil Goose Grebe Hub Markus Mt. Watana Nick Oshetna Pilchco Scooter War Wind us 30-1112 30-1209 30-1211 30-1212 30-1213 30-1215 30-1217 30-1303 30-1312 30-1317 30-1320 30-1325 30-1326 30-1328 30-1329 30-1332 30-1333 30-1335 30-1403 30-1408 30-1410 30-1421 30-1430 30-1433 A-li Page A-37 A-38 A-39 A-40 A-41 A-42 A-43 A-44 A-45 A-46 A-47 A-48 A-49 A-50 A-51 A-52 A-53 A-54 A-55 A-56 A-57 A-58 A-59 A-60 A-·61 A-62 A-63 A-64 A-65 A-66 A-67 A-68 A"69 A-70 A-71 A-72 A-73 A-74 A-75 A-76 A-77 A-78 A-79 s3/s3 3. HORIZONTAL CONTROL STATION DESCRIPTION INDEX Station Name 31-1006 31-1010 31-1016 31-1024 31-1116 31-1124 31-1128 31-1136 31-1231 31-303 31-304 31-306 31-311 31-402 31-405 31-424 31-507 31-514 31-517 31-521 31-524 31-612 31-615 31-617 31-627 31-629 31-704 31-706 31-904 31-913 32-330 32-331 32-332 32-333 32-426 32-431 32-434 32-727 32-729 (WA-5) 32-736 32-822 32-830 32-833 32-835 32-929 32-935 A-iii Page A-80 A-81 A-82 A-83 A-84 A-85 A-86 A-87 A-88 A-89 A-90 A-9 A-92 A-93 A-94 A-95 A-96 A-97 A-98 A-99 A-100 A-101 A-102 A-103 A-104 A-105 A-106 A··107 A-108 A-109 A-110 A-111 A-112 A-113 A-114 A-115 A-116 A-117 A-118 A-119 A-120 A-121 A-122 A-123 A-124 A-125 • CONTROL STATION COORDINATE LISTING GEODETIC COORDINATES (CLARK 1866) AND ELEVATIONS IN FEET ELEVATIONS ARE LOCAL MEAN SEA LEVEL DATUM BY V.A., DOPPLER OR INERTIAL ****************************************************************************** FIXED STr~TIONS --N.G.S, FIRBT-ORDER TR IP1NGULATIDN STATIONS STATION NAME NORTH LATITUDE WEST LONGITUDE ELEV. I l BRUSK I 63 27' 14 • 6:-~7'1 H 148 25' 34.0780 11 4953.0 I CHUNILNA 6;~ 4':)/ :l0.5540 11 '149 40' 4'".) '=>160 11 371 'J' 9 /... 1 ••• ' (;.;. • j CLEAR 62 42' 03.5140 11 149 25' 2<)>,0930 11 4154.7 1 j l CURI~Y 62 33" 23.6980 11 149 38" r; ') t;) 14 0 11 363'1.0 ~c .r... '· • t;;. l INDIAN 62 t::-":> J 00.892'1 11 14<? 39" 3:3 t 9260 11 4556.9 , . ... Jt;;. I PORTAGE 62 54 .. 36.0010 11 149 22" 50.8'130 11 4/'41.8 TALUS 63 ".) •! .f 26.9620 11 148 31' 46,2680 11 ~i168.0 t;;. ~. l PRIMARY NETWORK -"~ R~i"l SECOND·-ORDER, CLABS I HORIZONTAL STATIC'NS I • I l STATION NAME NORTH L~)TITUDE WEST LONGITUDE ELEV~ l l ! ! BROWN 62 47" 52~6950 11 147 44" 32.6536 11 472516 1 BULI<EY 62 53" 20.9084" 148 22' 38. 1114 •t 316916 1 l GOOSE 62 34" 38' 462'1 11 147 43·' 59.8592 11 560416 ! GREBE 62 35" ':) 'i' '7 ':) 6 ':) II 148 47' 26~8058 11 ~849 1::' l ,_ j r.;. r.;. .:J ., \J HUB 62 40' 35.2360 11 '148 38' 32.8056 11 583117 l M~1Rl<US 6 ':i t." 43" 13.7282" .l48 25' 53.9068" 5132.2 MT. WATANA 62 4'"'1 \~ 2'7 13620 II '148 06' 58.0086 11 6":J~6 4 t;;.\J I NICK 62 4'1' 38' "1768 11 '147 47' 03.7365 11 3606.0 OSHETNr~ 62 4~~ I 18.8726 11 147 20 ·' 36.6694" 4498.3 PILCHCO 62 49 .. ':)':) 3830" t.;.l_ I \ _ 148 56' 'l3,9580n 3782.4 f.)COOTER 62 5'1' 27.2603 11 '148 0 t I 36~9688 11 4855.7 WC:~R 62 53' 43 ~ol':)ll • ,J ,_ '148 43' s::·8 '':>609 11 ,J • l ... 4540.0 WIND US 62 44' ,.. 6 ~':>3( ll &.. o\Jt;;. :> "147 33" 28 It 573" 419014 SECONDARY NETWORK --R&M SECOND-ORDER, CLASS II HORIZONTAL STATIONS S'ff.)TJ:ON NAME NORTH LATITUDE WEST LONGITUDE ELEV, 17-535F 63 23" 52.5570 11 t48 28' O<?. 8802 11 ':i95~ Cj ,_ .. '\..J t8-608F 63 21" 40.3448 11 148 21' 1::' 4 1:" 8T'5 II u"' , \J ' ':) 9r.:; 7 ':> 1::. .. • t;;. 18-609F 63 22 1 t) ':> 0 8 ':) 4 II t;;.t;;., t;;. 148 19' tjl!!' 00~6 11 t;;. ,.J • t;;. 2212. t1 '18-615F 63 20' 48.0980 11 148 18' 03.6032 11 274812 18·-617F 63 r\ 1' c.. £!8 i 3323 II 148 20' ':"1::' 1 9?4 ll t-\.1 I t..• 269'7 I 6 '1 B--620F 63 20" 46.90~?.8 11 '14{3 ':)'';) .f t;;.f,M 0'1.6290 11 4841.7 '.l8-6~~1F tS3 19" 56.9617 11 148 1 ~t / 51.1434 11 344m. '7 '18-628F 63 '19' 'U3 18430 II '148 20' ()1.68'19 11 35'14.1 CONTROL STATION COORDINATE LISTING PAGE A-~~ GEODETIC COORDINATES <CLARK 1866) AND ELEVATIONS IN FEET ELEVATIONS ARE LOCAL MEAN SEA LEVEL DATUM BY V.A.1 DOPPLER OR INERTIAL . ****************************************************************************** SECONDARY NETWORK -~-1~ A..t rl SECOND-ORDER, CLASS II HORIZONTAL STATIONS ( Con t :i. n u e d ) ST(.~TION Nr~i"\E NORTH LATITUDE WEST LONGITUDE ELEV. 19-605F 63 17' 2'.7 I 5381 U 148 21' 0 0 1 1444 II 3311.3 19-607F 63 16' 53.4'192 11 '148 22' 34.9091 11 ~5582. 6 l9-609:BF 63 16' 42.5705 11 148 20' ·-.) 7 1 "j 6 •:::0 II 33'~1.':" -~ I.-• ~ ~ "~ .J • c. 19 .. -609F 63 16' ~St' 1 '1624 II 148 U3" ~)<)),7409 11 3234.0 19-617F 63 '1 ~.) .. 46.2344 11 148 20' 56 • 7;~98 II 394;~. 8 '! tr-627F 63 14'" 04.2049 11 148 16' 45.1230 11 '"'':)a:::6 '7 ~~"" . :l9-633F 63 13'" 57.7795 11 '148 19' 58.8459" 3899.7 20-613F 63 1 0 .I 48.7584 11 148 14' 04.1522 11 3240 I '1 20-614F 63 1 1 I 03.2669" 148 15' ':) '"' 8 J:' 9 4 II t;;./ I \J 3278.9 20-6/~3F 63 09' :;a. 8788 11 '148 16' 0316791 11 3862.5 1 20-624F 63 1 0 I '15.2013 11 148 13' :37 I 2522 11 328916 t 21-505F 63 0'7' 21.9474 11 148 10" 08.3742u 3465.9 -:>1-I:!'~OF 63 04' 29.3938" l4B 09' 26.4329 11 3578.3 ~ ~ "''*" ·:>t-·s~tF 63 04' 41.3102 11 148 07' 4~5.9504 11 342910 t" ' ,_ 21-528F 63 03' 49.6582 11 148 08' 21.2084 11 3299.4 21-532F 63 03' 29 I 2~323'~ 148 10' 33. 43'79 11 3467.2 21-601F 63 07' 13.4646 11 148 13' 23.3023 11 350'7,5 22-l030F 62 5B' 43.1517 11 '149 32' 55.8650 11 '"'':)1:'9 4 ~c...... • ~~2-1123F 62 5<7: 18.2147 11 149 31:'.1 ,.., 32.0155 11 2156.0 '';)'~ l 1 ":)IF '-~-c.o 62 58' 30.4480 11 149 36' 25.2140 11 '1995.2 £.~2-1 'J. 32F 62 57' 40.3330 11 '149 41' 56.5925 11 1474.9 22-1136F 62 57' 5 '';) ";\ 1 4 0 II t-l .. ., 'l49 33' 10.4084" .... c:· J:' '") 0 ~\.J\JC., f~2-6 UlF 63 0 '1 I 05.0853" 148 17' 05.0931" 3459,5 ~:l2-613F 63 00'" 55. 18 t 9" '148 13" 33.7363" 3142.0 ·~ 22-614F 63 0 0 I 55. '7893 11 148 15' 28.6489 11 3300.3 22-622F 62 59' 26.7259 11 148 19' 02 I 7041 11 l:l988 '3 22-626F 62 5<;> .I 02.9003 11 148 16' 32.5977 11 3755.9 ~ 22-632F 62 58' 01.830'1 11 148 22' 59.9419 11 3'=>'".)9 9 ~~ . ~5o-1·l '12 62 42' ~'36 • 233 0 II 147 40' 4'1.6326 11 ':) (' 2 ':) 1:!• ~:> t;;..,\:J 30-1209 6~ t;;. 42' 07.3878 11 147 35' 3~i '2402 u 2282.5 _,0 1''11 62 42' 10' 1385'' 147 31' 50.8066 11 2460.1 ~ ,!) -(." 30-1212 62 42 1 31.4016" 147 30-' 47.1361 11 2529.7 :~o-1~~13 62 41' 32~2997 11 147 28" 2.1,5308 11 2483.1 30-tc?.15 62 41' 25' 1279 It 147 3-.. , 51,9216H 2539.B ,:, . ~~0-1217 62 41' 49 1 989/' II 'l47 37' 37 I 0757 11 2523.4 l 30-1303 62 42' 50 I 9808~~ 147 I:)':> I 44~9471 11 4076.4 t::.t- 3()-1312 62 41' t57 I 6979 11 14'7 19·' 18.5577 11 3545. '7 :;;o-t3t7 62 4t' '"'"" 83(: ':>II 147 26' 27.8425 11 2.cl80. 6 ,'jf I \ ;) t.:, 30-1320 62 40' 37 t 626th II :t47 26' 07.387a 11 2449 ':> 3 o "" t31~r-5 62 39' 2/' • 1334 II t47 '1 '7 I ~it>' 2990 11 I t • .,. 2:381 18 30-132~h 62 39' t 6. <'r3 o o" '147 1 <r' 47.0509 11 2.tt60. 0 -·· 0-1 ... '=>8 62 40' 02.4308" 147 24' I) ':> 1 7 '':1 9 II ;~494 '5 ,;') ,'j t;;. \ If~ • t;;. CONTROL STATION COORDINATE LISTING PAGE f~-3 GEODETIC COORDINATES <CLARK 1866) AND ELEVATIONS IN FEET ELEVATIONS ARE LOCAL MEAN SEA LEVEL DATUM BY V.A. t DOPPLER OR INERTIAL *************************************************~**************************** SECONDARY NETWORK --R&M SECOND-ORDER, CLASS II HORIZONTAL STATIONS <Continued) STATION NAME NORTH LATITUDE WEST LONGITUDE 30-1329 62 39' 14.521B" 147 25' 26.H3311i 30-13~52 62 3B" 40.6981 11 147 25' -.. (: '7 344 II -~ :> ' ...... 30-1333 62 38' 31 t 9'758 II 147 23' 49 t 7249 II .... 0 13'"'t::' ~ ·-~\.J 62 38' 2;~.0160 11 '147 21' 00.0237" 30-1403 62 43' 29 . 1 o s:~ II 147 1 1 " 33.4760 11 30-1408 62 41' 51 o 8'-160 II 147 14' 48' 1635 11 30-1410 l.')2 42 1 25 1 0 t"i' 6 II '147 11 ·' 4~5 '7892 11 :30-1421 62 40-' 46.2644 11 147 13' 57.1847 11 30-'143B 62 39 1 53.8305 11 147 16" 33.7768 11 30-301 62 4'"'" .!) 0:5 • 5121 II 149 1 1 I 35.1514 11 30-:302 62 42' 44. 0269 11 '149 13 .. 15.8148 11 30-303 62 43' 11 1 1443 II '149 15' 1912880 11 ::10""310 6 ':> i-42' 35.4408 11 '149 15 1 32.5633 11 :50-402 62 43' 1 ~) • 9993 II 149 01' 14.0200 11 30-404 62 43" 17 1 '7384 II 149 04-' 33.9953 11 30-·407 6~ e.;;. 42 1 28.3466" 149 09 1 2510029 11 30-408 62 4'1' 59.7939 11 14<1 07' 24.4045" 30-416 62 40' 58.15'12" 149 06' 18.3329 11 30-418 62 41" 49.3472 11 '149 09-' 16,8096" 30-420 62 40 1 27.6456 11 149 06' 47.3031 11 30-421 62 40' 2<1,804'1 11 l49 04 1 56.9735 11 30-~)07 62 42' ~':) 864-5 11 ~~-. '\. 148 57" 43~6398 11 30-5'10 ' ':> Ot-42' ':) 4 3 ';) ':) 7 II t;;, I {;.;,t,;;. 148 51' 51.3811 11 30-604 62 43' 21 j 1569 11 148 42' 40.7460" :50-605 62 43' 29. 434'7 11 148 44" 10.8400 11 :5'1-001 62 48' '1B.8735" 149 31;)' ,_ 4'7 I 3678 11 31-008 62 47' 15.7520 11 149 40 1 46.3226 11 31-009 62 4'JI 50. 3494 1' 149 39' 3~~ 1 5873 11 3'1-011 62 47' 52.5033 11 149 36' 05.4574" 31-016 6;:! 46" 31.9264" 149 39" 02.3856 11 31-022 62 45' 55.6008 11 149 38' 18.9969 11 31·-025 62 44-' 5'1.6026 11 149 44 .. 07.5520" ~~)1-() 30 62 45 1 04.2636 11 149 42' 32.2494" ~~t-031 62 44' t6.655B" 149 43' '15.0405" :51-032 62 43 1 58 1 '1967 II 149 41' 06.1911 11 31-1006 6 ':) ,_ 47 1 45.1377" 148 0 1 I 30."1282 11 :51-1010 62 47' 33.5666" '147 5t5' 13.5459" ~5'1-1 0 '16 62 46-' 31.0246 11 147 58' 09.6338" 31-1024 62 4!7j I 51.0154 11 147 52' 43. 9(:>48 li 3'1-·11 '16 62 46' 22.8390 11 147 47' 04.0365" 31-1124 62 45 1 30. 5762 1 ' '147 41' 3118577 11 3'1·· .. 1128 (;,2 44' ~j4. 3891 11 147 At:' I ,\J 58.5814 11 ELEV. 2208.0 2;~71 '5 23:32' 5 2466.2 ;~41 0 '3 ':)l::"84 '7 e;;.\.J .J ' ~3'1 ') ':) r... e.;;.le;;. 2443.6 2441.3 381517 3663. '7 398214 3896,4 3030.1 316'7.8 3060.9 2993.2 2999.6 3209.9 3174.5 3016.3 2307.7 1833.0 2396.4 2450.0 135319 766.0 753.7 73114 111412 2572.0 663.8 667.9 687.4 3388.2 2752.0 ':) 1::" ".) ".) 6 e.;;.\Je;;.~, 265t.8 305'1 I 9 2911.1 ,2837 I 9 ~1::"4'~ 1 e;;,,J ' I CONTROL STATION COORDINATE LISTING GEODETIC COORDINATES <CLARK 1866) AND ELEVATIONS IN FEET ELEVATIONS ARE LOCAL MEf.)N SEf:l LEVEL DATUM BY l) I A I) DOPPLER OR INEI-<TIA~ ........ v. •.. ·.X· ************************************************************************~~"MM SECONDARY NETWORK -·-R~.(M SECOND-·ORDER 1 CLASS II HORIZONTAL STATIONS ( Conti n u \-?d ) STATION Nr~ME NORTH L.r~TITUDE ~iEST LONGITUDE ELEV. 31-1136 62 44' 1015559 11 147 41' 19 t 1826 II 2227.17 31·-1231 62 44·' 04.4717 11 147 39' 191 9'7:~5 II 280"1.1 31-1433 6"-;) 43' 43.3330 11 "147 14' 04.1135" ~~647 I 6 ~. 31·-202 62 48' 11 I 1540 II 149 23' 51.4464" 140B~8 3"1-21"! 62 47 ·' 34~6319 11 149 23" 49.6449 11 ;.~7'18 I 6 31-303 62 48-' 38.9365 11 149 14" "19.9034" 1734 ':) ., ,,;:. 31-~~04 62 48' 29~4751 11 "149 15' 42.7786 11 1454.8 31-306 6 '=> (-48-' 50.7436 11 149 20-' ;:.o 1 5'736 II 1504.6 31-·307 62 4'7 ~ 30 6 .... 8··~u I ~ f;., 149 21' 1'"" -21'11 /. ~ J.b 2496.6 :1"1-308 ' ':) {:>t.. •• 47 1 ,5611996 11 149 "19' 22~0761 11 2422J8 :31-309 62 47' '11.0091" 14(1 1 .::• I ~J 5~5 1 8395 II 2593.7 31-311 62 47" ·::· ~ o -~a II ,,) ,;;_ I ~.:J 149 12' 37.0241" l87 4 .::· . w tY :51-:313 62 46' 27~8387 11 149 1 'l I ';) 3 8 ':) 4 8 II t.;;, \• I ,;;_ 3"199.2 :~1-:521 62 45' 21.4931 11 149 17' 22.2960" 3037.4 3"1-:534 62 44-' 04124'15 11 "149 '15-' 08.5587 11 371013 :31-402 62 48' (} (:, 1 6<1>68 II 149 00-' 59.4"113 11 2176.1 31-405 62 48' 15.6640 11 149 OB' 1 {) 1 9 0~54 II 1985.2 31-408 62 47' 37~9290 11 "149 06' 57.6969 11 2464 I'! :51-411 62 47" ~:!6 a "14"14 II 149 02-' 08.0019 11 2.561 .6 31-417 62 46' 37~5948 11 149 07' 23 • 3667 II ':)4'=>0 4 ,_ ,;;. . 31-419 b2 46' ·1 ~~ • 6187 II 1·49 09' "15.1248 11 3334.1 3'1-424 62 46' 22.8009" 149 00' 18.8035 11 2129,4 :.~ 1-431 62 44' 09.8387" 14<1 09' 05 I 1330 II 3460.5 31-434 6~ t.,;;, 44' 02~4545" 149 03" 38.8088 11 3213.9 31-~507 6;~ 47-' 35~3872 11 148 58" 51.690'1 11 204810 ~31-~5"14 62 46' 4"1 I 5085 11 148 49-' 37.9022 11 2296.6 .. 51-!:."17 '-• ,J 62 46-' 50.8986 11 148 56-' 46.3030 11 2567.4 31-521 62 45' 48.2042 11 l48 53' ':>':) 74771t t.;;.t," I · 1905.5 '31 I-':)1B ,, -,")(". 62 4~5' 24,3756 11 148 55' 02. 1574 1' 2306.2 "•t l:,M':)4 .~ -,., '"' 62 45-' 4':) ':)';)59" ,_. 1-t... 148 49' 00.0541" 1927.3 "3 1 ·-1:." ':"II:" \t ,,, t .. \J 62 44' 35. "188"1 11 148 48-' 50~4100" 203~.L 3 31-':''".)8 62 44' 47.0512" 148 54' 30.3703 11 261612 ;,,J ''" 3"1-534 62 43' 43.4256 11 148 52' 10~4178" 2210.3 :5"1-·534B 62 44' 12 I 3742 11 ".\.48 52' 3514828 11 2369,1 31-612 62 47' 25.3189 11 148 ~~8" 18.9236 11 ~;)4~~ '".) 31-·613 6" 46" 53.9944 11 148 t... t;;. t.;;. ' t ... t:! 37' ~58 I 4393 11 2644,0 :51-t>te; l cl:) 46J 47,3878" 148 40' 46 I 1479 II Qt.,;;, 1998.2 3'1-6"17 62 46' 36.9896 11 "148 44 1 50.6822 11 2"104,4 3"1•· .. 628 62 44•' 40.2808" '148 4::5' "11.3980 11 ':)-f"77 - 3'1-629 62 41:;'' 10,3254 11 148 4.cl' 46.8885 11 '-.1. w • ~ ,:J 1913.7 ~"51-6~34 6 ':) 44' :32 1 1 7t 4 II "148 41' 02..2297" ,_ 2:353.6 31-·/'04 62 49· 07.7739 11 148 32' 4~5 I 5246 11 2158,9 CONTROL STATION COORDINATE LISTING PAGE A-5 GEODETIC COORDINATES <CLARK 1866) AND ELEVATIONS IN FEET ELEVATIONS ARE LOCAL MEAN SEA LEVEL DATUM BY V.A., DOPPLER OR INERTIAL *************************************************~**************************** SECONDARY NETWORK --R&M SECOND-ORDER, CLASS II HORIZONTAL STATIONS <Continued) STATION NAME NORTH LATITUDE WEST LONGITUDE 3l-704B 62 48; 22.8835 11 148 31; 41 > 589~~ II 31·-704C 62 4B" 10.6516 11 148 31' 37.4604 11 ~31-706 62 4B" 47.7660" 14B 35' 35.498B 11 3'1-708 62 47' 2B. 522'7 u '148 3:3 .. 11.7338" 31-709 62 47' '17. 6988 11 148 31J' 24.9480 11 31-710 62 47' 5'7,0219 11 148 30J' :31.3955 11 31-717 62 46" 30.7452" 148 _,_,' ~\~ 32.8812 11 3'1·-'722 62 46' 00.8252 11 '148 29J' l::"l:!' 3'::'97 II -.J ,,J I ,J 31-733 62 44' 3313030 11 148 30 ·' 40~2686 11 31-904 62 48,' () 7 1 777'7 II '148 09' 11 J::''j3C'll o-.Jt;... ~ :5'1-913 62 46' 57.5236 11 148 03' 5'1.'10(17" 32-001 62 53-' 2'7~4994 11 149 33' 5;?. I 0 OB8" 32-010 62 52' 5B ~9669'' 149 38' 09.4707 11 32-01'1 62 52' !.:jB. 6452 11 149 34' 41.5718 11 32-012 ·~ l:>t-53-' 0 B I 3{1>24 II 149 3 ':> .. ,_ 46.4995 11 :52-019 62 50" :3614739 II 149 42' 10~3874 11 32-023 62 51' 06,3958n 149 36' 12.5669 11 32-207 62 52" 28.9110" l -'t9 31' 4~~ t 6959 II 3'J_,"j 1 ':> (;., t.~ ~ 62 53-' 04.8075!1 149 '::) ':) I t;...t-1~3' 2652" "5':>-':)19 \ (;.. 4.. 62 51" '1~5~6069 11 149 32' 0712268 11 :.12-220 62 51' 01.6664 11 149 30' 21.5446 11 32-;?.22 62 50' 3B.0351 11 149 26' 29.8708 11 32~-22~3 62 51' 1012091 11 149 r.)-1 I ~~ 54.0617 11 ..... :)_'!~36 ,~~.... , .. 62 48J' 44.5417 11 149 21' 4916025 11 -·r:>-"3t4 .!'>~ •• 62 51' 31.7429 11 149 13' 01.7574" "5"J 318 ,. t;;..-.... 62 51' 3~5. 944B II 149 20' 04.43B8 11 32-325 62 50' 20.8207 11 149 '11' 30 I;)&::'O"J 11 .~...; (;.. 32-330 62 49-' 40.2591" 149 19' 59.0578 11 32-6:30A 62 50 1 03.4215" '149 21' l':i ':)7~1" t~, I /.:. (;... "3 ':) -"3 "5 '1 ·h ~ .... "' 62 49' () 7 I 521 '1 II '149 19' 52 I 6210 II 32-332A RE-SET 6':i (;., 4<1' 01.7957 11 '149 U3' 24.623"1 11 ~5':)_ ........ 3 '• /.:. ,j ,;') 62 49' 13~7044" 149 16' 3;?.. 0088 11 ~52-408 6':i t-52' 24,4037" '149 07" 25 I 0255" ~~2-4 'l 0 6':1 .~ 52' 5'1.8122 11 149 03" Ot~ I 9362 11 ~52-4 16 62 51' 3B.1189" 149 06' 46.0719" 32-426 ' '';) (lt-50·' 08.018'1 11 149 01' 3917292 11 32-431 62 48' 5717501" 149 08' ~7j'1 I 886 0 U 32-434 62 48' 59.5924 11 149 03' 50.6030 11 ~~2-5 ()1 62 53" 16.5848 11 14B 4(f I ':)9 06' .... II t... • b~ .. ,, •• , r.:<t\~ l. ':;) 53' It(' LO!:;J:::II ·1 .t\0 C:'7/ '!)7 8 '!)tjllll ,:) t::. -•·' '·' \,I '·''-"T I I \J I \.hol " ...,. \,1 -..II t-W I t-t--r ... , r~ r::• 'l 1 .~::;..-,_, (:>2 52' 39'17163 11 1413 51' 1 ':;) 95{3~ II (...-1 • t- "''I"J • 11 ,;') ,;;. -(;) 62 52' 2(3.6703" 148 39' 1'' ~10'::)11 1-I(;... (;.. ELEV. ;;!602 I 0 ':)l::''j3 ..., 1-~Jt;.. • ~ ~~446. 8 'jl::"'j 0 7 (;... "'(;., t :.>·':1. '7 0 t.:.t;...b • 2352.4 2429.1 .r:>-'21 7 1-~ I tjC'09 0 ("' \.} I ':) ':)S::' 4 9 1-(;...\J I 225618 1419.2 4041.3 1':)1:'9 ~ t;...\J o&;;. 1 "''3 ~ &:" ~ t;...o-.J 4439.0 1399.6 2374. '1 2301.3 2237.2 2350.7 2203.7 164';) ':) t-. ~ 174111 29()'1,0 244:~ I 0 2340.5 2206.8 1700.7 1436.7 1418.7 2015.8 3121.4 2486.5 285B.6 2548.1 2079.0 'jlJ::'l 8 t~. ~ • 3995.9 3665.8 3186.6 30~'!0,7 CONTROL STATION COORDINATE LISTING GEODETIC COORDINATES <CLARK 1866) AND ELEVATIONS IN FEET ELEVATIONS ARE LOCAL MEAN SEA LEVEL DATUM BY V~A., DOPPLER OR INERTI~L-"***** ~ ,.;, ,.;, V: V. M V • • •J. ~ V. V '1. V. V. V. V. V. "· "· V. V. ;, '1. M V >1. V. ,.;. V V. ». M V. V .V. ~1. '-i. V. 'J. V. .J. ·.r V. '.I. V. V. >.1. "'-V. V. V. V. V. " " •J. ~J. '•I, .'•I, ·"• ,V, .'.} •• ,V, .':[. ;J, * :* :;.{• •}<-I_;(• •){-:~: • ' ·~ -r..• •,..:, .. ,.... •r: '""''A'\'* "i-.: •r: -r.· ·~~ ·;...· ·,..: ·,.; .,.,.. -,..: ·n• ~· w W "A'·;~·~--:'"' •r: ~· .,,. ~· ·~'t: ·~ 'N .,.,. •• ,.... ·,..: -,..• ""' w 'I'\'·,..: ·r: w ~~ ~,· •n• '(\.' ·~~ '"' ~ ~"'· 'tlr: ~ ·,...~ •,..: .,,. W .,,. '~'" .. ,.. _," .rt. ~ '111 'F'* ..... " SECONDARY NETWORK --R&M SECOND-ORDER, CLASS II HORIZONTAL STATIONS (Continu<~d) STATION NAME 32-616 32-6'17 32-·617B 3~?.-621 32-623 :52-627 ~:)2-703 3 ':>-701!!' t.-,J 32-7~~0 32-7;~1 B 32-·'7;~7 32-/1 28 32-72<r Wr~-5 32-·'/'29A 32-736 32-822 32-830 32-{333 32-835 32· ... 929 32-935 ~53-() 13 ~53-0 16 33-02'1 3~5--0 22 33-{};~4 33-030 33-031 33-034 33-0~36 33-036 3~5·-529 33 ~"%1 ' '· -.-J,J 33 .. -~3~ ~~ ,_ "'"'3 l"lr,)6 .:) -/1- ~53-'7~34 33-735 33-B17 33-B26 ~33-t13 0 3~~-8~31 DC-1 NORTH LATITUDE 62 51' 38.881:3 11 62 5'1' ;~;?. 1 916'1 II 6 2 52 I 21 1 9 4 '1 8 II 6 2 5 0 I ~j 4 1 51 0 '? II 62 50 .. 30 lt>68'1 11 6;: 49 I 52 1 569~.:! 1l 62 53' '13.35'10 11 62 53' 26.4597 11 62 5·1' 23 I <r791 11 62 50 I 4613847 11 62 49 I 56 I 1739 ll 62 50' 01~7608 11 62 49' 47~6865 11 62 49 .. 4717202 11 62 49' 27 I 4/1 29 11 62 50' 4'710063" 62 49' 48.3625 11 62 49' 30~489'1u 62 49 I 17 1 4923 II 62 49' 5718089 11 62 49' 09 I 00'75 11 (.')2 57 I 22 1 6826 II 62 56' 4~~.1459" ¢-.2 55 I 4B I 6943 II 62 55' 42,5946., 6 2 56 I 1 7 I 37 41 11 6255' 11.9807 11 62 54" 16.7358" 62 54 I 3B I 0 29<1 11 62 54' 041'1265 11 62 53' 58.6941" 6;: 55 I H3 '3953 11 62 54' 39.800~3" 62 54' 40.2748" 6;: 55' 17~80~30 11 62 54' '18.0732 11 62 54' ~3;: I 9804 11 62 5'7' 04 I 35<rt 11 62 55' 2.0.1004" (:l2 55' ()7 ~ 59'?4" 6;: 54 I l () 1 3959 II (.12 50 I ;:t 1 8953 II WEST LDNGITU!>E 148 148 148 'l4a 148 '148 148 148 '14B 148 '148 '148 'J.48 '148 '148 '148 148 '148 148 '148 148 149 14<1 t4<r 149 149 149 149 '149 '149 149 148 '148 148 148 '148 148 148 '149 43' 17.0506 11 44' 05' 1335 11 44 .' 5~5 I 71 7 9 II 43-' 3110450 11 38' 45.4440" 40... 4B I 7;:64 11 29' 14 I 2878" 34' ;?,0.8914 11 34' 31~4300 11 3'1' 34 I 36~?.1 11 2<y' 4014620 11 31' 4'7 11775 11 34 I '11 t 8219 II 32' 55.4486 11 27' 07.3315 11 18' 14 I 0974" 24' 55~816$3" 20' 49.65'70 11 15 I 1 '1 I 2399 II '10' 56.4664 11 06' 10~2111" 33' :'51.2724" 4 Q I 0 () 1 45<t9 II 4 () I '1 "" t:' r,) "7 r,) II -~ I \Jc;;. t,;. 37' ~~9~4816 11 34' 5:3 I 0768 11 4 '') I ':)3 6';) () '1 U I"' 1,-I f- 33' 07,7840 II 3'7/ 09 I 8880 I 34 I 43 I 95<))3 II 33' 04.0706" 56' 46 '1820 II 57' 11.3492 11 55' 39.6154 11 ?8• I 1'7 -. -I ~9'71 11 28' 3~?. 16470 II ?6/ ~~ 441::"3 II -t;;.(M, I \J ~:>(')' ':>"" 0 ... 4 -,: ... /, 7 2" 0 () I 1""1-":>8 ,7J.7) I t;;, 7 0 II ·t .U. A 'j ~ 1 1::: r. f:) ~~ c:-.1 ,, " ' .... c;;. i-•·I v I T (..r \J C) • '148 22' 39.4415" '149 ·l<t' ~39109<16 11 ELEV~ 30"15.0 2911.0 3329.7 ':J71!:'(3 4 t;;, ;:;} \ I ;~271 . 8 249619 .r:)l!!''l9 ., t.. ... J • 1 2758.2 239613 lj-:)74 4 (_t.;. • '195512 'j~M•f7 1::' t.,.c;;.~ ,;:.t 2224.3 2359,9 2092.3 2099.1 218'-~. 5 218!1. 0 2'159.:5 2133.8 242016 2997.2 153619 142B.5 222'1 j "1 1795.6 '13'17.5 350'1.8 1340.4 157419 2904.3 2776,4 3089.4 3194.6 2950,3 r,)l:,-41 ,_,J I 7 2642.4 3;=o2.7 36'76.7 ~3;:.!60 14 3367,6 'A6' ,_ 00.9 CONTROL STATION COORDINATE LISTING Pr~GE A-'7 GEODETIC COORDINATES <CLARK 1866) AND ELEV4TIONS IN FEET ELEVATIONS ARE LOCAL MEAN SEA LEVEL DATUM EY V.A., DOPPLER OR INERTIAL ***********************************************************************:~****** SECONDARY NETWORK --R~M SECOND-ORDER, CLASS II HORIZONTAL STATIONS <Continued) STATION NAME NORTH LATITUDE WEST LONGITUDE GOLD 63 02' 4'7 .1344" 1"-18 04" 20.7334" Wr-~·-3 62 48' 3<)'. 2931 u 148 3-:)" ,_ 18.0553" 22-1126F 6";) ,_ 58' 30.4480 11 149 36" 25.2140 11 3;~-·"0 01 62 53' 27.4994 11 149 33' 52.0088 11 ADDITIONAL CONTROL --R&M THIRD-ORDER, CLASS I HORIZONTAL STATIONS STATION NAME NORTH LATITUDE WEST LONGITUDE 2'l-615F 63 0 t) I 31.7978 11 '148 18' 14.9548 11 21-624F 63 05' 28.0950 11 148 14' 43.3718" 21 .... 627F 63 04' 13.3819" 148 18' 20~5736 11 ,.,,., 11 ':,)~F r:"t:..._ r-t;;.. 62 59' 21.7297 11 149 38' 23. 38<}'9 tl t:.~2-1128F 62 1!:'8' \J. 45.0711" '149 38' 5q,2403 11 29 .. -t 303 62 3'7' 45 I 29~)5" 147 22' 50.B732 11 ~=!9-1304 62 3~7' ~)8.4414 11 '147 24' 06.9572 11 29-"1305 62 3B' () 0 . '71 9 6 •• 147 26" 19.0419 11 ~~9-"1309 62 36' 35.5900 11 '147 24' 2<? I 5444 11 29-1310 62 36' 53~4265 11 147 22'' 22.3004 11 30-1'113 62 41' 14.6149" "14'7 40' 28.0505 11 30-'1218 62 41' 44~8003 11 '147 39' 22.44"15 11 30-'1307 62 4'1' 56.4114 11 147 ~8' ,_ 5l1,8458 11 ~~1-1001 62 48' 16.8049 11 147 52' 31.5'105 11 ~51"·10'12 62 4'7' 40186'19 11 147 52' 40~6781" 31-1020 62 45' 13.4735 11 147 59' 12.9956 11 31-l 02~~ 62 45' 24.6278" '14'7 55" 35.0816 11 31-'1029 62 44' 44.9925 11 '147 5<y I 43 I 0434 tl ~51-1032 6 '".) t ... 44" 17.1690" 147 59' 39.6388 11 31-'J.10 17 62 4'7' 29.8530 11 147 5'1' 0~3.1688" 31-40;~B 62 48' 47.6894 11 149 02' 34.9781 11 3'1-407 62 47' 1') '~8!:)'7 u \ \ I ,;.:.. t;;.. 149 09' 34.8213 11 "'51-'::'18 ' ~,, . 62 47' ().ct. 9669 11 '148 5B' '19.9643 11 3'1 -f.i19 62 45' 34.7436 11 '148 5B' ~)3. 6<?93 ll ~5'1-604 62 48' ':) 0 ''J C' '7 6 11 t;,, • ,;.;..,;} t48 42' 50 1 ~'5214 II 3'1-607 62 4'/' I 'l ':) 1 ~1::·,... II t ... I ,_,J I '148 46' 5~3 1 1 7<t 0 II ~5'1-613 62 4~)' 53.9942" '148 37' 3~3. 4425 11 ~51-614 62 46' 53 • 043'1 H 148 3{~ I 30.8477" ·~ '1 -· ~1 ~ ;:) ' 'i '-" .... 62 45' 02.'18'1'4 11 148 41' 4t:i '5~5li 1 11 -x. '1 (: •:>-62 45" 47.5231 11 '148 3(f I 3(? I 9605 11 ~;1 -:) , .... ~ 31-6~~4 62 45' 46.7190 11 14t~ 37' 56.6504 11 ELEV. 48Z~'1.9 'JC'91 3 t ... ~ • 19S>5. 2 141<?12 ELEV. 3934.9 4843. <t 429"1.1 '164'7.2 1675.9 ~~583. 7 ~1!:'40 3 I ... <:J t 2563 I 1 2540.4 258'7. 7 29/'6. 1 2678.1 1990.2 274515 2463.9 ~sol!:'';) t;.. ... , • J ... 2644.2 2889.1 273~~ I 7 r,) .... El9 1::' r.;.;..jl o<:J 2407.8 2252.1 2173.3 2023.2 221'7 I 0 2272.1 2644.9 2493.8 ??Q~ 0 --·. """J , '!>':)33 6 ,_t;;.. • 2"18'1.8 ·----~-............ ~ ............ --~-~-.. ~--~-------~----,.,---------· CONTROL STATION COORDINATE LISTING GEODETIC COORDINATES (CLARK i866) AND ELEVATIONS IN FEEl ELEVATIONS ,::,RE LOCAL i'il::c~N SEA LEVEL DATUM BY V. A,> DOPPLER OR IN~RT:CAL , ~ . .-.. : .. ··.:.* *******************~**************~********************~****************~A~A~ f'1DDITIONc~L CONTROL ·--R&i'"l THIRD-ORDER> Clr~BS I HORIZONTAL STATIONS (Continued) EL.EV. BT~,TION Nc~NE NORTH LATITUDE WEST LONGITUDE 32-226 62 50' 2519024 11 149 ~~3" 30.0536 11 1462.9 -':)-6':)1:!" 62 49' 5~5 I 199"1!1 148 37' 3912941 11 19'73 '4 ~~-. t-w 32-711 62 52" 551 884$' II 1·48 ·":\ •-~ I 36.5050 11 ;.~4 ()4 I 6 L:. ,' 3;?.-·72 0 62 1:!""1/ 2~3 I 978B II "148 34" 3'1~4290 11 --:;-9' - ...J t-.!) t> • ~ 32-721 62 50' 4B~7564 11 148 32" 2'7 I 1896" 22~}1 I 6 . ..,..,~j_ ~#)':J: ~:'>t... /t;;.t ... 6") 1-51' 02~7264 11 148 2B' t::•• 9147 11 ,,JQ I 2385.5 32-723 , ,.) br:.. 51' 16./'835" 148 27" 1~5.4792 11 ':i4':>9 0 t-t.,;.;. I 3':>-'7':)911 t;;. t.. . 62 49" 4717187 11 148 32" ~:;~:;. 4511 11 ':>3''~9 9 t-• ;:, • 3'".)-80':> ,;;, t ... (: '".} lt;;. 53 .. L3 I 0973" 148 17 ... 07.4226 11 ·:> l9''"-0 t-1. U I 32-810 62 52' 38.2302 11 148 18' 5i3.8739 11 2388.6 32-81'7 6':i ,_ 51' :54.9825 11 14B 22' 59.7311 11 244<{ '4 32-B33B 62 4<y I 0 0 I SB'78 11 'l48 20' 02.6783 11 ~·:)/' 1 4 t-1;;. · I :·52 .. -9 0 '1 62 53' ~5t3. 2934 !I 148 03' 57~1.079 11 :3004.6 :52-902 62 53' 54.'1264 11 148 06' 21.-4224 11 2434.8 "3".) 90 i • ~-(:> 62 53' ·-~ .... 0 8f 9 11 t: .. /,, j 148 13' '.l (.-, • 'i'884 II 245319 32-907 62 52' 3510462 11 148 13' 121£1666 11 ')'33"1 '7 (;;..\, '-I 32-910 62 52' 1011807 11 148 0'7 I 43.5695 11 ':)"73'1 9 L:..w 1 32-915 62 51' 4;~ 1 8613 II 148 06·' -~ ':l84~ II .. ">t-It.., W ':i 4 ·r:> 1 (;;.. 1-I 32-915B 62 51' 42~8029 11 148 07' 33: () 277 11 2532.2 32-9'1':t 62 50' ~a 4~3B" ,_ • I;;.. • "148 13" 07,7453 11 ;:064. 1 ::~2-928 62 49' C:'1 '=:!114 11 ,,} I to;;. '148 08' 58.3453 11 2174.9 ""'3-8' .. 4 ,!) ,!) 62 54' 26.2027 11 148 18' 06.6632 11 29751'1 3:.~-<{;.?.6 (.")2 55' ':>"! 401-:)ll 1-• I ~ '148 04' 01 12224 11 2466.7 33 .... 92t3 62 55' 1 <y 1 4384 II 148 0 'i'.: 4:3.8074 11 249<1. 1 33·-931 62 ~4-' 16.6465 11 148 12' 28 • 94~37 II 2477.4 ~:)3-<7l33 62 54' 02.8595" 148 08' 01.1778" 2473.2 33·-936 62 54' '".) • 189 0 II /,,. (:) I 148 03' 12 I 9/'79 II 3626.9 I>C-U1 62 48' '14~203B 11 149 13' 16,8545 11 99419 DC-l.J2 62 48' ;!!6 1 4687 II 149 14"' 56.2920" 964.8 DC-U3 62 48' 46 1 2(~4() II 149 16-' 01.2833" 94617 DC-U4 62 49' '12~1147 11 149 1 '?I 5<1,0765" 92713 DP -;;?. 62 49' 29.4628 11 '148 33' 03.3145 11 1531.7 DP·-3 62 49' 28.5507 11 148 32' &::· ·1 a at:" '7 " ,.) • .:J 1521.3 DP-4 62 49' 2B I 0839 II 148 3';) I 44.5609 11 l !;!" t:" ':> 9 1-,Jwt;;., • DP-5 6':> 49' 27 1 0 089 II 148 _,,,,I 36.9291 11 156310 t;;. ~r;:. DP-6 62 49' 28~6105 11 148 3':) I 35,23B4" 1653,4 ,_ DP-7 6(E 49' 30.4132 11 148 3'~ I 4~~ I 5637 II 1698,8 1 ... .OP-8 62 49' ~~1.0421 11 148 3;;! I ~:13 I 6352 II 1'720 12 I< NOH 62 49' ~16 '8357 H '148 30' 5(~ I 0958 11 '169'::-'::) LASC-1 62 49' 18.9524 11 148 31' 43.5442 11 \J I (;;.. 186EL 2 LABC-2A 62 49' 15.6679" '148 3':) I ~~8 I 0 017 U 1 •• 1832.5 Lr~SC·-3 62 49' (;J.() I 9339 11 '148 3':i I 4B I 0894" . ,_ 1729,(} CONTROL STATION COORDINATE LISTING PAGE r~-·<t ~E~DET~C COORDINATES <CLARK 1866) AND ELEVATIONS IN FEET ELbVATIONS ARE LOCAL MEAN SEA LEVEL DATUM BY V~A., DOPPLER OR INERTIAL ****************~************************************************************* ADDITIONAL CONTROL --R&M THIRD-ORDER, CLASS I HORIZONTAL STATIONS ~Continued) STATION NAME NORTH LATITUDE WEST LONGITUDE Mt~C 62 4<,;> .. 36.3430 11 :l48 31' '14! 2360 II Rr4BC-1 62 49' ':) J::• 4 -·• 7 0 II (..., \,J I ,:) '148 3~:) I 1-1 ';) 4'3t 'j II '-·1 ':>,;.;. UP-1 62 49" 34 I 59:38 11 '148 3l' 29 1 1993 II UP-2 62 49' 36 I 1851 11 148 31' 24 I 1757" UP-3 62 49" 3~L 1296 11 148 31' 22~0216 11 UP·-4 62 4<}'., :5:3 I 48;;!a II 148 3 '1' 25.1052 11 UP-5 ' ':> 01.-49" 37 I 34 176 II l48 31" ;?.t t 6327 II W·-·Wl 62 49'. 47.7309 11 148 ':>'"' J t;;./ 56.978'7 11 W--W2 62 49' 44~650'1 11 148 -o' ,!) 01.2911 11 W-W3 6 ':> ~ 49 ·' 28.7079 11 '148 33' 01.9116 11 W-W4 62 49' •':)3 91 ':>1:) 11 /... I 1,;.;.. \ 148 35' ')2 91:"0~11 4-. ;;J,J W-W5 62 49' 2~3 • 5359 II 148 '"57' 44.4330 11 W-W6 '':> t) t ... 48" 56~84'12 11 '148 39' 53~5400 11 32·-729C 62 49" 4910 1703" '148 32' 34.8680 11 32-722B 62 50-' 2/'18027 11 148 29' 52~4040 11 SEISMIC LINE CONTROL --R&M THIRD-ORDER, CLASS II HORIZONTAL STATIONS STATION NAME NORTH LATITUDE WEST LONGITUDE SL 15--X PT704 62 49' 41.5{395 11 148 31' 52~3900 11 SL 15-X PT745 62 49' 541628'1 11 148 31" 20 I 635B II SL 16-8'1 PTBOO 62 50" 04.8049 11 148 30' 54.8619 11 <"I >=>-'16-B'l PT818 62 50' 0816688" 14B 30' a<t I 049'1 II SL l '7 PT;:!9 62 48' ~5(1 I 4648 II 149 18" 23.6564 11 , .. ~_ ,.) B0-·1 1-F5 62 49' 3'1.9478 11 •J 48 3~3' r.)a '7771:" II 4-• I ~ <''L ,;) . 80-1 PT386 b2 50' 46.6688 11 148 3':) I ,_ t '7 I 773'7 II <' .. L ,:> B0-1 TP-6 6":1 ,;.;. 50-' 02 1:"':)71:"11 I -.;Jt;;. \J l48 33" 3(} a 5076 II SL 80-'1 TP-8 62 50' 16 1 499:) II 148 -~3' ,!) ,, 07.9033 .. SL ao-11 TP-1 62 49' 4011088 11 '148 36' ''.)"3 69T? I! /-.\. I \ <:'L ,,) t30·-11 TP-2 62 49' 43 I 0344°' 148 36' '17 12460 II SL ~30-12 N ~30·-1~?. 62 4<y I oe 8216 11 149 1 {3 I 2(? I 2641 11 <:'L ,.) B0-1:~ TP-1 62 4B' 58,4~50'7 11 149 1B' ~;!8 1 659'7 II <"·L ,;) . B0-13 N 80-13 6 ':) ,_ 49' 01.1(:>50 11 149 'lB' 1~3 I 38B4 II SL 80-13 TP-1 6 i'J ,;., 48' 59.2960'* 149 '.l8' 22.3761 11 SL 80·-2 TP-1 6'=> ,_ 49 .. 35 I !3560 II 148 3~' '"' 46 • 'l 7;;!2 u SL 8 0 .... ~?. TP-4 62 49" 4815094 11 148 32" 46!2705 11 <:'L ~30-2X PT345 62 50" '"'9 17r:.9 II '148 3'1' 12~0213 11 ,,) ,!) I \J ('' l ,:> -t30-·3 N f.i 0-3 62 49' -c ot~()ll \!'> j I t-'148 31' 50.1187" SL t30-3 s 80·-3 t" ;'.) -"' 4<? I 13~4423" l4B 3'1' 50~4157 11 ELEV. :\467,9 1645 I '1 169418 167310 '1544.8 1535.2 '151:317 11:.-":)0 6 ,Jt:;., I 1448 .'7 145714 1448.3 14:~6. 2 1414.7 2349."1 ":l'':J6I7 6 t;.;.l_ • EL.EV. 2182.2 2163.0 ":J'=>a6 6 ~t-• 2219,5 1462.9 •:> 0 '1~:;· 4 f_. \.J I 224'1. 8 221219 ;~075.4 147'111 1477,4 1 l!t34 I 0 140(1,(! 1414 I 1 •'407 I:) l , I 1- 209415 2340.4 ·=>~67 6 1-C. I 2077.4 202:?. I 2 CONTROL STATION COORDINATE LISTING PAGE A·-'1 0 GEODETIC COORDINATES <CLARK 1866) AND ELEVATIONS IN FEET ELEVATIONS ARE LOCAL MEAN SEA LEVEL DATUM BY V.A.1 DOPPLER OR INERTIAL ************************************************************************~***** SEif3f'iiiC LINE CONT~OL --R~M THIRD-ORDER~ CLASS II HOR IZONT?1L STATIONS <Continued) STc~TIDN NAME NORTH LATITUDE t~EST LONGlTUDE ELEV. SL B0-·6 E 80-6 62 49" c;a 78':\r.ill ... . ~;;. ,_ 148 3:t' 01.6619 11 ':) 1 "3 ':) 0 I;.;. ... ~.:.;.. SL 80-6 J.,.j 80-6 62 49" 56 • 6~j 11 II 148 3'1-' 26 t 4ll37 II 220616 SL 80-7 N 80·-7 62 50' 33.2506" 148 30' 25.6638 11 ~::30'7 I 0 SL 80-7 TP-1 62 50' 16.91'77 11 148 30 ·' 'j'j 9'787 11 £:.;.(-t I 2251.4 SL 80-8 TP-1 62 50' 20.1044 11 '148 28' 45,4428" ;~176.9 SL l~0-8 TP-2 62 50' '1.3. 0'165 11 148 28/ 4~5 J 6 79B II ,...,01::''"' 0 r::. -.:J I I <"L ,J B0-9 s B0-9 62 49' 2t.59B9 1 148 39' 24&0690" 148'1.8 BL B0-9 sw 14-B 62 49' ":>1 9',.:,4 11 r.-• (.1 I 148 39' 24.5562 11 148615 (." l ,:) Bt-1 t02LB 62 49' 45,2756H 14B ~~8' 21.6088 11 1524.4 £)l B1-1 1 O~~RB 62 49-' 48.6240 11 '148 28' 25.0167 11 1 ~·"J7 8 ;:s~ ' . SL 81-'10 TP251 62 45' 35.5B43 11 148 43' 33.7246 11 136'1.1 SL 8'1-10 TP252 62 4~5' 37.0452 11 14B 43' 32.3964 11 '13,68. 1 C'l ,:) 81-'11 11l3LB 62 45' 43.4429 11 1·4B 41!:"/ ,J 52.9191 11 1350.3 SL 8'1-11 TP301 ' •:> Ot..-45-' 48.5978 11 148 45' 50.9176" 1346.2 SL 81-12 119LB 62 4~' ( ..... 58.8070" 148 47' "17.9922 11 '1340.4 SL 81-12 11 <tRB 62 46' f.) 4 1 3541 II 148 47" 15.5314 11 134'7.'1 SL B1 ~-2 103RB 62 4<1' 54,8894n 148 29' 22.9704 11 1~5'1613 SL. 8'!-2 119LEl 62 4(f I 40.8998 11 148 '2.9, 23.3B17 11 1500.8 SL 81-3 104RF.t 6 •:> t-49' 43.830'7 11 t4B 30' 36.4159 11 '1 49';) ~ .. -t.:.;. ....... ~3l 8'1-3 TP9;~ 62 49' 43~3735 11 148 30' 36.7493 11 1479.3 B.L Bt-4 1 O~SL.B 6'J t-49' 32.8045 11 '148 31' 10,7346 11 147EL 6 SL 81-4 TP101 £--2 49" 33.0290 11 148 31" '1213049 11 '1467.5 C'L .. ) B'l-4 TP81 b2. 4·9' 4'i . 2952 11 148 31' 'L3. 8767 11 '1468 I 1 <"'l ,;) p 81-5 '1 05\~B 62 49" 34 I 1929 11 148 31' 20 I 7253'~ '148<]. 8 SL 81-6 106RB 62 49 1 26.9504 11 '148 3'1 1 50.4349 11 '148tL 4 SL 8'1-6 TP'l44 l. '::) ,_ 49' 24. 8197'1 148 31' 47.3968 11 1463.8 S3L 8'1-7 TP408 62 49' 05.7142 11 148 39' 35.7662 11 '1416.7 SL 81-7 TP41~:i 62 49' 01.947'/11 148 39' 36.0841 11 14'18.2 SL 8'1-8 '11 ~SLB 62 48' 07.84'14 11 148 40-' ~~6.6026 11 1413.6 SL 81-B 1'15RB 62 48' 08 A74~:) 11 • *'..... .,.,... '148 40' 39.5137 11 '1399, 7 SL. t31·-B Tl:)83 6r• t! 4<y I !~1. 3048 11 148 40' 06,8726 11 -14'10.2 C'L .:>~ Bl·-9 TP20l 62 46' ,7 t 4287 II 148 4'..,' '~ . 01.5719 11 '1368,6 <"J_ ,:) ~31-7 TP202 62 46' 25.9868 11 '148 42 1 56,5818 11 1378.4 f.)L X~H-11 PT600 •':) Qt,.. 49' 41,2210 11 148 31' 41.0582 11 2062.8 SL f.{H·-·11 PT61B 6 . ., t-49' 4'5 08':)~ll ' • (_t;;. 148 31 1 31.9612 11 2109.7 SL BH-12 PT206 62 49' 04.77'13 11 148 3~~ I 28.4896 11 ';) '1 9 0 t:• ,_ J \J (:'L ,,) BH-12 PT')J:."6 t-.\J 62 49' '13. 7663't 148 3';) I t.,. 09. 6(:>'78 11 '1 94"'' 1 ..!> ... c: .. L Q~3b PT400 62 50' 25 I (~888 11 14t1 2t3 I i~~5.7430 11 ·::.~14 8 ,,) t-t,;;. • SL QSB PT475 62 50' ir~.5059 11 148 29' 56.99/3 11 ':>197 1:.' ,_ • ..J SL SW-'lX PT'101 I I' t:>t-4(T I 13.140B 11 '! 48 32' '14.0157 11 1949,8 BLBO·-~X TP 6'~ 5()' ':> 4 0 ~ r,) 3 II 148 31' 47,3'107 11 2'199.3 ~:. ... , t-. I t-f- ~3LE11-'loX Pl'745 62 49" 54.6281 11 148 3'1' 20.6358 11 ;~163.0 CONTROL STATION COORDINATE LISTING SEISMIC LINE CONTROL --R&M THIRD-ORDER~ CLASS II HORIZONTAL STATIONS <Continued) STATION N~~E . R ·rr U E Wl:_sT LO•'GI"fUDE ...... ' NO TH L.r~ T D .. ~-'( SLS0-·2 N END 62 50" 17.4780" 148 32' 0 0 o 1975 II SLB2-1 N END (:>2 49' 34 '9<151 11 "148 32' 34.7"160 11 SL82-1 s END 62 49" 24.4031 11 148 32' 35.8713 11 SLB2-2 NE END 62 ·49' 25.B627 11 148 32' "13.7710 11 SL82-2 sw END 62 49' 24 I 76"17" 148 32' 24.6426 11 SL82-3 N END 62 4<7 .. 301668~5 11 148 32' 44.0432 11 SL82-3 s END 62 49.f 26.4"118 11 148 32' 46.5486 11 SL8;?.-4 sw END 62 49' 28.7950 11 148 3:.>' ,_ 58.7780" SL8;?.-4 NE END 62 49' 24.677"1 11 148 32' •:) 0 0 ':)t-1 7 II t.;. I t;;..~ SL82-5 NE END 62 4<7 / 47.9881 .. 148 31' 43. '1 092" SL.82-5 sw END 62 4<1" :33 1 ~5872 II 148 32" 46. 0362 11 SLB:~-6 w END 62 49' 3'1.0468 11 148 32" s::·~ 98:r:.-.. II ;;;}.J' .. ,, SL8':> I : ; ... -b NE END 62 49' 26.8241 11 148 3':)1 i-~:.> 60~'5 11 t;..;;.t-. ~\ SL82·-7 NE END 62 49' 31.0154 11 148 3:.)/ t-49.3908 11 C'L 8':l .... ,.) . t--/ sw END 62 49' 29.6649 11 148 32' 1::"1::' ~9 0'7 II ,J-..1 • t:,;. SL82·-8 N END 62 49/ 38.8961 11 148 32' 52.0179 11 SL82-8 s F"i\ID _I. 62 49' 3il.1338 11 148 32' 56.'7480 11 GP2 SL82-9NE END (GP1 NT) 62 49' 31.4847 11 148 32' 06. I 30 02 11 BLB;?.-9 81,-.} END 62 49" 29.0563 11 t48 32' 27.28919 11 C'L8'=>-"1 0 ,:> 1 ••• N END 62 49' 41,392B 11 148 31' 41.2694 11 SL.82-10 s END 62 4<7, 3011747 11 148 31/ 42.3881 11 SL,82-11 NE END 62 49' 3~3. 5811 11 148 31' 32~9785 11 f:)L82-1 '1 sw END 62 49" 27~3289 11 148 32' 02.6424 11 SL82-12 NE END 62 49' "19,4323 11 148 31/ 05.0218 11 t'LB'=>-1 '=> ,:> {,_ t-sw END 62 49' 12.7344 11 148 31' 52.7441 11 SL82-13 NE END 62 49' 4-::l :.>689" 1-I,_ 148 31' 3/' o 1 985 II SL82-13 sw END 62 lt9' 35.3081 11 148 32' 04.6755 11 SL.8~-?.-14 NE END 62 49 ... 57, 4/'7B 11 148 32' 03.0403 11 SL82-14 sw t:'ND , .... 6';) '" 4<» / 34.7878 11 '148 32' 47' 1 ;~71 11 SL.82-15 NE END<KNOB) ~ 1;) ,_ 49' 36.8357" 148 30' 59 I 095t3 II C'L8':>-t ~ ._) l.u :.:J sw END 62 49' 281 '7177 11 148 31' 15,4904 11 ~3L82·-l6 N END 62 50' 24.2599 11 148 31' 46.8122 11 SLS;:!-16 sw END 62 50 .. 16.2650 11 148 32/ 02~3989 11 BL82·-17 NE E"-ID N 62 50' 40 1 1'740 II 148 3':> I . t;;.. 34. 6876'1 SL.82-17 sw END 62 50' 07.4879 11 148 34' 03.7364 11 Sl-82-18 NE END 62 50/ ~51.7635 11 148 31' 28.3352 11 SL8i:!-1 8 sw END 62 49' 58.5910 11 '148 33/ 00 5':JO';)II • 1.-f ,.., <""·L 8'=>-19 \:) . ( ... E END 62 50' 04.8117 11 '148 30/ 54.8608 11 SL82-1 <;> w I::ND 6;~ 49" 53.9886 11 148 31·' ~';) 01!:'311l t;;.t_. w BL8(:!·-2 0 NW END 62 50' 31 ,()680n '148 3':) I 1-57.0679 11 '"~L 8':, r.> 0 ~:) " 1 ••• •-...: t:.. ~~E END 62 50" 04,811'/'U 148 30' 54l8608 11 SLB~?.-21 E END 62 50' '12 I 5048 11 148 "Jtfl t~ !57.0024 11 PAGE:~ f.)-11 ELE 1J . ':>1 s::·B ·-· t.;. .. J •• / '='061!:' 0 t.;. ,J • 14~i6. l) j, 1667.0 ' l 158'7.3 I 1724.4 146'1.5 '1474. 7 1635.0 213910 1986,6 171;~.8 170815 '1715.8 "1605 .1 2131.5 1640.1 1872' 1 '177416 206'7. 6 1701.2 17"1415 t 1617.0 2078.1 l 203'7. 7 2053,0 I 2016.2 I 220110 I 203716 I ~ 'I 691.) "J ! ... \ I t,;. 1535,2 ' ~ 220410 i ":> 1 S::"J::' 7 ~ t;;.. t:J\.J ~ ~ 217210 I 2074.2 l ':> "J .... 6 13 t;;..t ... l ' I ~·:>4'".) 3 i t;;,.(_ (...I f 2206.8 i i 2200.4 '1994.7 l 2206.8 l ! 21 <?7. 6 t ! ~ l f ~ CONTROL STATION COORDINATE LISTING PAGE A-'12 GEODETIC COORDINATES (CLARK 1866) AND ELEVATIONS IN FEET ELEVATIONS ARE LOCAL MEAN SEA LEVEL DATUM BY V.A., DOPPLER OR INERTIAL .... **************************************************************************~*** SEISMIC LINE CONTROL --R&M THIRD-ORDER~ CLc~SS II HOR IZDNT t~L <='TATI0"1 '' ,:) I" _ h.:> <Continued> E:LEV. STATION Nt~r1E NORTH Lr~TITUDE WEST LONGITUDE SL82-21 w END 62 50" 07.9893" 14B 30 I 20.4179" '')18C' 1 ,:;. .. J • SLB2"-22 N END 62 50/ 28 • 04'73 II '148 29' :31.5316" ~·=>70 • ,_,_ • b SL82-22 s END 62 49' 57 • 35'7'7 II 148 29' 44.2836 11 1981,'1 SLB2-FL1 N END 62 4{? I ;~o. 3043 11 14t3 2B' o·· 70'=>3 11 \J • t;;. ~-!180.6 I I ••• TRAV PT 62 46' 18.4611 11 148 23' 32.7296 11 2506.4 SLB2-Flt s END 62 46' 1~1 I 7026 11 '148 ~3' "" 2B. (~045 11 ':)l::-3(? 4 f-•J I BL82-FL2 w EN!) 62 49' ':)':) <t4 8 "3 II ,_,_ . ' '148 2t' 49.4134 11 >:) r;) 0 ':) 2 ~.~ t... I '" "' .. TRr~V PT 62 4B' "11 9'':J9-. II • t-,:) 148 16' a:::• ... 6'18s::"ll .,, I ' .:J 2408.0 TRAV PT 62 4B' 10. 86<'.11 11 148 tl":J I 53.2795 11 2408.8 SL82-FL2 E END 62 48' 06.6802 11 148 '16' 34. B~~B2" 2329.3 SL8~?.-FL3 N END 62 4B' 23.5334 11 '148 30' 02.0602 11 ':'lh"'3 '1 '".) (_.:) I 4.:. <:'L8'=>·-FL3 .. ) '"' s END 62 47' 33.8485 11 148 28' 3>:i 0':>79 11 1... • 1...., ':'1 .... 17 . 9 ,_.:) . TEST HOLE CONTROL --R&M THIRD-ORDER 1 CLASS II HORIZONTAL POSITIONS STATION NAME NORTH LATITUDE WEST LONGITUDE EL.EV. 32-331B 62 48' 55.2929 11 149 19<' 50.4800 11 "1422.0 32-332B 62 48' 56.7361 11 149 19' 02.0090 11 1405.:5 32-332C 62 49' 01.3049 11 'l48 40' 06,8728 11 "136 '1 I 4 3•·: .... 3r.>D ,:;. -.. ') ,:;. 62 49' 41.3038 11 148 3'1' '13.8870 11 1'-;:~ •. ~J ..._ ·~ .......... _.. 32-:.;;32E 62 49' 08.4011 .. 149 18' 20 . 96~i6 11 t;~o9.s 32-332Z 62 48' 59.30'13 11 149 18' 24.1359 11 14'!8.'1 AH D-1 62 50' ~4 44'1':>" '·" ' 1- "148 30' 26.0150 11 'jr,)61 '7 t:. .. t;;. • AH D·-1 0 62 50' 55.2268 11 148 29' 25.2415 11 235'7. fj AH D·-11 62 50' 54.5355 11 148 28' 50.5544 11 2358.0 AH D-12 62 50' 50.90'15" 148 28' 03.0;~46 11 233'7. 9 AH D-13 62 51' 01 . 8~i 09'~ '148 30' 1'1 06".)1:!":1! ' 1 • .,. .:J ':)...,':)6 'j ''"~(;;. • t;;. (4H D-14 62 50·' 50.2741" '148 30' 36.4642 11 'j'j7'') 7 :C.t;;. c.. AH D-2 62 50' 44.7571 11 '148 29' 30 '4157'' ":)'331::-3 r;;., \J • f.lH D-3 62 50' 47.0912 11 148 28' 4~5, 7869 n 2339.9 AH n·-4 62 50' ':>9 9':)'::0 1 !I 148 28' 4~5 t 86/'0 II r:)'ji:;'l!;' 0 ~. . ~~-~~i.J ... J. AH D-5 62 50' 07.4094 11 148 30' 54.8775 11 221.6 AH D-6 62 50' ':)1 3'=j76 11 148 30' 39.8280 11 <:)':)6".) 9 t... l ,. AH D-7 62 50' 14 1 '122 0 II 148 -o, 1-4.. e.;;.. ~ 18.3349 11 2242.9 AH n-s 62 50' ;:?.e • 46 o o u 148 30' 03.2632 11 'j ';)'? 6 1 {;;.f-I AH D-9 62 5U' 36.5430 11 '148 ~9' ;?.7 t 2872 II i~319. '1 t- AH 1~:-1 62 49' {) 8 ' 6 () ~) 1 II 148 39' 04 I 8.cl9tS II 1424.5 r~H t::-2 62 49' t?.8.4108" '148 38' 10.8255 11 '1465.3 AH E:-3 ''j 49' :'34 ' 4151 11 148 3'7' ~)9.9~507 11 (;)t-'14~56. 1 CONTROL STATION COORDINATE LISTING PAGE A-'13 GEODETIC COORDINATES <CLARK 1866) AND ELEVATIONS IN FEET ELEVATIONS ARE LOCAL MEAN SEA LEVEL DATUM BY V.A., DOPPLER OR INERTIAL ****************************************************************************** TEST HOLE CONTROL--R&M THIRD-ORDER~ CLASS II HORIZONTAL POSITIONS (Continued) STATION NAME NORTH LATITUDE WEST LONGITUDE f!1H E-4 62 49' 32. 0356'' 148 37" 07.6913" Al-l E-5 62 49' ,,, sc-o·7" ... >o • .;;; 148 36' 08.6632 11 ~lH E-5TP 62 49' 37.0223 11 148 36' 09.25B6 11 AH E-6 62 49' 16. 0 93B II 148 3B .. 21.0555 11 AH E-6TP 62 49' 16 ·t·"::J(:I!:"ll I , I;;. ,)<,,J 148 38' 21 t 506'1 II AH E-7 62 49' 40.1016 11 t48 36' 1 B, 62;~5 11 AH E·-0 ':,) b,•_ 49' I::" I!:" 83':>3 li ,J\J I ~ 148 35" 5614323 11 AH 1:~-9 62 50' 01.0005" 148 35" 31.9641 11 AH G-1 62 49' 04.8467 11 149 17' 58.7048 11 AH G·-1 0 62 49' OB, 2440 :• 149 17.! 56.B579 11 AH G-4 62 49' 08.6546 11 149 17' 51.6747 11 AH G-9 62 49' ()5.9994 11 149 17' 56.9571 11 AH 1-1-1 62 45" 20.1404 11 "148 41' 49.2001 11 AH H-2 62 46' 08.9195 11 '148 4'1' 00.9143 11 AH H-3 62 4C'/ -.} 50.8244 11 148 "'1' ., 2'1.63651l AH H-4 62 46' 02.5703 11 14B 40' 38,8904u r~H H t:." -\J 62 45' 53.4545 11 148 39' 18.6124 11 {~H H·-6 62 45' 47.2100 11 148 37' 1!:' {, 'Jt:'39 II \J\.'i • ~a AH H-'7 ~;2 45,' 36. 42'72 11 '148 40' 48.0172 11 AH H·-B 62 45·' 36.5942" 148 41' 45.2037 11 BH 2 RE-TIE 6'J ,_ 49' 33.2884 11 '148 33' 09' 1724 11 BH 3 62 49 .. 3'7 '4730 ll 148 3:,)' ("' E~4.5133 11 BH 6 ''J (:) ''" 49' 24.8976 11 148 32' t'!1.8735" BH 8 62 49' 11.6932" 148 32' 17.674'7 11 F.iH DC-1 62 49' 11.4259 11 '149 1B" 24,8021 11 BH DC-2 62 49 .. 08.7376 11 149 18' 21.1822 11 BH DC-3 62 48' 59.0067 11 149 18' ~~6' 0956" BH DC·-4 62 48' 57.592'1 11 149 '18' 23.8032 .. BH DC-5A 62 49' 06.9477 11 149 18' ()9.4983" BH DC-5B 62 49 .. 06,9750 11 '149 18 ·' 09.6725 11 BH DC-7 62 48' 54,5994 11 149 18-' 20.8264 11 BH W-1 ,, ':) (:ll-49' 35,1960" 148 32" 46.5861 11 BH W-12 62 49' 12~0617 11 148 3":J" 1-16.9263 11 HH w . .., -.. ~ 62 49 .. :37' 4/'27 11 148 3r:>' t-24.5467 11 !~H W-4 62 49' 3<] I 8254 11 148 32' :5B. 0 41 0 11 DH 21 62 49 .• 1 {y 1 644~~ II '148 32' '1(3.215'1 11 TP 'J. 6':) ,_ 48' 5<1 . 1686 ll '149 '18' ':'l3 ~336" ''" • \J TP <y 62 49·' 57.5126 11 148 35' '15.2791 11 TP (~ 62 49' <'.}t;) 'J988 u '148 3B' '15,<?509 11 t...r ... , ~ TP 1~ I ,.J 49' 46. 8~581 11 148 39' 1 ~5. 3r:3o" t'lr". TP r:;:-·1 Ot~ 62 4<)> ( 48.8543 11 '148 3~5 I 57.6110" TP E:-'lOB 6"'.J ~;;. 49' 48 I 4<?'13 11 '148 3~5' 57. 904'1 11 EL.EV. 1443.7 1580.5 1436.8 1436.[3 1469.3 1504.0 1524.8 98;i. 3 980.0 983 I "l 982.0 ':i t"j 7 t:' ,_ t;;. ',J 1970.9 2079.6 2064.5 2186.2 218'1.0 2188.4 209~L 5 '1838.6 2150.6 160B.8 197<? '7 1413.7 1213.4 1398.0 1352.6 974.5 976.6 '1351 '0 2049.7 '197~5. 7 2150,7 2187,8 '147'7 .2 1413,7 1"''81.;' 0 / ,,J I 145B. 1 r:>t'31 r:;, 1,.. \o I I;;. 1500,7 1493.7 CONTROL STATION COORDINATE LISTING Pc~GE A-"1 4 GEODETIC COORDINATES (CLARK 1866) AND ELEVATIONS IN FEET ELEVATIONS ARE LOCAL MEAN SEA LEVEL DATUM BY V.A., DOPPLER OR INERTIAL . ~~** ·"-• ~-~. " . :v. "'· "' • I ,... "'· .. ·''· "· • ., "· ~' " v ,.;, "'· . M v. "' :.;. '"' ...,, ,., ,., '"'· ,.. ,., "· "' v. • ' v. v. ... v "' . . . . o/. v '"' " "· "· '(. v "' ,., ,,. 'o/.. :v. ;.;, .v •. v, ·"· ; .... ;v, :-.·. ·X·*:,~ * :x-·X' * ·>=:·X·., •. , . "'1'\• ;;(• ·;o,• --r: ~ ·I\· "X• ·.x .,..... '"1'\: "("'( W -r..· "i-t: "f'\" ·,~ "1\• ·,-.: .,.,. """ --r.• .,,. ~<: ·ro: ·"· "1\" A" "i"t ;,• "A" "A" ·;-: .,.._. "n" ·r-: .,_.. ~ .;,: .,,. ·,--: ·,-..: "A• '"A" -;t.• ·;~ ".t\" ·;..• .,_. •,'\ ·,.: .,.... ~: -,...• •r: •r.· #': .,, .. "N "• -" .,.,. 1'\: "' .,._ ..,.,. • TEST HOLE CONTROL --R&i"i THIRD-·ORDER > CLc~SS II HORIZONTAL POSITIONS <Continued) STATION NAi"iE NORTH. LATITUDE WEST LONGITUDE ELEV. TP E-11 62 49" 56.7641 11 148 35' 41.8025 11 1512.7 TP E-12 62 50' 02.4509 11 148 35' 23.4659 11 1534.9 TP E-14 62 49' 55 I /'96~~ II '14B 35' 5613612 11 151:3.0 TP E-15 62 49' 40.1450 11 '148 36' 1 '7. 98;~4 11 146813 TP E-16 t)2 49' 3915895" 148 36' 3':) o·~o~=>" 146318 C. I '\+.1 ·- TP E-17 62 49' 32 I 38~3~:; II 148 3'7' 0'7 I 3561 11 144'1.7 TP E-18 62 49' ~34 I 4;~50 II '148 3'7" 40.0334" 1455.1 TP E-19 62 49' ':>8 '39'79 II ,_ .. ~ ~ t48 38' 10.8238 11 1464.'7 TP E-2 62 49/ 1?~5890 11 '148 3B' ~ <y 9'711:' 6 II ,J I ~\J 143616 TP E-20 62 49' 16 1 0:342 II 148 3B' 20.748;~11 '1435.0 TP E-21 62 49•' 08.538()" 148 3'7, 05.3268 11 '1425.4 TP E-3 62 49' 29.0533" 148 38' 21~9007 11 1464.2 TP E-4 62 49' 23 I 7554 11 148 38' 24. 1842 11 1454.9 TP E-5 62 49' 36 I 857 lit 148 37' 56~9084 11 14'?011 TP E-6 62 49' r:J'7 63'::'9 II t;.. • ' ,J 148 3'7' 4'1~1082" 1443.4 TP E-7 62 49 ... -->7 447""'1! ,:) • ,:'1 148 37' 20.0593 11 '1450.7 TP E-8 62 49' 3119688 11 148 36' ;:!3 I 1 6 () 7 II 1450.2 TP E-9 62 49' 4419438 11 '148 36' 18.9658 11 1476,7 BH W-3 62 49' 37. 472'7 11 148 3;~ I 24. 546'7 11 ""'C'O 7 ~l.:J • BH W-4 62 49' 39 I 82f:J4ll "148 3'71' t;;, 38.0410 11 ;~187 I 8 AH '1 ti 62 50' 50.5425 11 '148 30' 09~7'706" 2313.9 TPAH15 69 ,;;.. 50" 50~16 174 11 148 30' 11~7112 11 232214 AH'l6 62 50' 2B I 0496 II "148 29' 3'1~9883" 2273.3 AH17 62 51' '11~0459" '148 29' 2~5 I 5559 11 2386.0 TPAl-117 62 51' 01.7738 11 148 29' 4;?.' 6661 11 2378.2 AH18 62 50' 47.94'12 11 148 28' 44~0102 11 2343,7 TPAH'18 62 50' ~53 1 61 8 0 II 148 27' 5519883 11 2367.7 (.~H 1 t'f 6£ 50' 24 I 024'7 II 148 30' 05.6150 11 2264.1 AH20 62 50' 1;?..1169 11 '148 3':>' t-10.8'747 11 ':)1 '1::' ".) t;;, b~.c. AH2t 62 50' 40.2232 11 148 31' 0819443 11 227716 TPAH~?.1 62 50' 40.0325 11 "148 31' () 9 • 64:55 II ':)':)7'7 4 C.t;;, • c~~H2~~ 6':> 49' 49~9738 11 '148 31' 22.3768 11 ':) 0 9'::' 4 £;;. ioM ~ t t-~H23 62 50' 23~4157 11 'l48 32' '17.2544 11 ~'16s:.M 6 ~-'-} I '~H24 '':) 50' 06.482:-~11 148 33' 24 '~5588" t;, t." 216<1 1 5 TPAH~?.4 62 50' 04.7883 11 148 33' 23.1575 11 2196,4 AH2~:'i 62 50' 2'113277" '148 3M" I o;?.. o 184 II .~ '1 (f9 0 13 TPAH;.=?.5A 62 50' 16~4599u 148 33' 08.8068" ~08';) TPAHi:!5B 62 50' 29. 1442" '148 32" 4819882 11 £;;. IM. I 0 2'105,6 AH26 'r:J 50' 0 1 t 1388 II 148 31' ;~<r. 6334" <.1 '"' ':)';)17 ~ AH27 62 50' 05.0420" 148 30" 22.4310 11 ~r-'\J 2'151,'7 TPAH27 62 49 1 ':) ':) 6 (:• ' 3 II '148 3()' 56.85'16 11 £;;.(;;,' . " 2086,3 c~H2H (:>2 50' 2 () t 89<,;>5 II 148 29" 40 '688:'3 11 ':) ';) 'j 8 1-1-t:.. I 7 I !i f i l f CONTROL STATION COORDINATE LISTING PAGE c:i-t 5 I i ! GEODETIC COORDINATES <CLARK 1866) AND ELEVATIONS IN FEET ELEVATIONS ARE LOCAL MEAN SEA LEVEL DATUM BY V.A., DOPPLER OR INERTIAL ****************************************************************************** TEST HOLE CONTROL--R&M THIRD-ORDER, CLASS II HORIZONTAL POSITIONS <Con t j, n u ed ) STr-iTION Nr~ME: NORTH LATITUDE WEST L,ONGITUDE AH29 62 5'1/ '13 I 49B4" 148 27 .. 38. 0658 11 TPr~H29 62 ~··, \:IJ. t :3 I 5372 II '148 27' 38.7982 11 AH30 6 ·::> ,_ 50' 05.0885 11 148 3l" 26 o 891'7 II TPAH30A 62 5()' 05 I t852JI t48 3'1' 37~5530 11 TPAH30B 62 50' 04~2035" 148 31l 3'1~3256 11 BH12 6 ';) 1-49' 1 ;~I 0 641 II 148 32' '16.9328 11 l.Ji~16 62 51' '15.5788" 148 29' 13.1139 11 ~31-704D 62 48' 23 j 1868 11 148 31 1 34.8681 11 31-7'11 62 47' t ()I 2360 II 148 26" 46.8136 11 SL80-2X TP J '=> bt". 50' 'j4 Q':>'='3 11 t;_ I f-1-148 3t-' 4'7.3107 .. SL.81-t5X PT745 62 4<y I 54.6281 11 148 31-' 20.6358 11 SL80-2 N END 62 50' 17.4780" 148 32-' 0 0. 1975 11 ELEV. '=>4'13 :::-J;;. I ~J ;;!414.6 ';) ':) ':) 3 ... t;..l.;.t.-•· I I 222~5 I 8 ;~23~5 I 1 197~3. 4 2415.2 2596.1 2386.8 2199.3 2.163.0 2158.7 WATANA AIRSTRIP CONTROL --R&M THIRD-ORDER, CLASS II HORIZONTAL POSITIONS STATION NAME NORTH LATITUDE WEST LONGITUDE ELEV. 0+00 62 50 1 o;~.671ti 11 148 31' 48. 0829 11 2236.6 32+00 62 ~j () .. 17.8965" 148 30 ... 47.7660 11 2268.7 39+00 62 50 1 ~ 1 ':) ':) 5 l '1 1;;, • I (;;.t;.. 148 30-' 34.5684 11 2269.2 60+00 62 50' 31.214-'1 11 148 29·' 54.9814 11 ':)':>89 4 4.1-• ITESH SURVEY CONTROL TRI-STATIONS RECOVERED & COORDINATES USED BY ITECH STATION NAME NORTH L{~TJ:TLJDE WEST LONGITUDE ELEV. E~r-'!tLD MCJUNTr~IN 62 U3' 31.0960 11 '149 4~::· .. ,J 081 298(} II BULL.ION-R-M,I~ 6'1 43' 02~3980 11 149 47' 04.8870 11 CHEN A WEST BtiSE 64 51' 'J':i ,,..~3 0 II 1".~· • ,~,J 147 5t' 43.4220 11 463.8 GARNER 63 50' 04.6440 11 148 1::'8' ,J • 2'1.1050 11 ISLE 61 00' ~)<y 1 6'77 ()II 149 44-' 03.7520 11 ~.~4. 1 WILL.ClW 61 53' 08.1300 11 149 41' 51.62'10 11 • l I 1 r I I t l !, I --~~ ...... ----~-------------------------~----· CONTROL STATION COORDINATE LISTING GEODETIC COORDINATES CCLARK 1866) AND ELEVATIONS IN FEET ELEVr4TIONS ~~RE LDCf-.'L MEr~N SEA LEvEL ·Dr~TUl1 :BY VI A I~ DOPPLER OR :~:~~EI~TI~L ... : ........ :.:~:-x· ..., • ,.,_ ,._ ,_ ., • • • • • "' -~ • "' ., ., .v. "'-,.,._ v ,._ "· ,..._ ,., , " v. v. v. ,.,. ,.,_ "· ,., ,,., '"· " ,_ .. ,.. " " v. v ~' "· ,., ,. ,. " .. '"'· .... v "· " , .. :-.~." .. " .. ~.:.;. :-;. •·'·* ·X: X ,.. X A X 'i'\' * W '#": * * -}(• "r: * 'i'\• * :X0 '}..• ·_;<: •;{-<~ '1'i >;~ ·~ ~ 'R 'A• ~ '#": W W W W 'i'\' 'I\' W ·,-.,: ·~ .,.... '1~ 'N "..: W 'n' 'N W 'I\' 'N ·~ 'N 'r.' '1'•.' •,.: "r.' 'N •,_• •;-..• 'A' 'N 'r.' •;I: '"' ·~ 'N W .,... 'I'! '-" i<; '-" " A ~;; "' I TECH DOPPLER CONTHOL ·--DOPPLER SURVEY CONTROL STr~TIONS -c:·T ~I I I '"l'ED E.:> f ~ .... •=> 1 -BY I TECH STATION NAME NORTH LATITUDE WEST LONGITUDE ELEV~ 1i'OO<ITECH) 64 51" 22.2930 11 147 5'1-' 43.5630 11 46313 1001<ITECH) 64 10" 1ej 19420 II 149 ·.t7 I 1615200 11 8'18~~~ 1114<ITECH) 61 45' 40.7350 11 150 02' 05~4390 11 20917 13'--403/13403 I TECH 61 14' 32.4020 11 59' 1017260 11 81 I:.~ 149 • ,J 16·-505/t 6505 I TECH 61 30' 32.25B0 11 150 13' 25.970()al 92.0 3-723F/3723F I TECH 64 38' 0916180 11 148 54' 0 0. 44'1 0 .. 1:'~9 1 .._It;;;. I 612<ITECH> 63 5'1' 12 1 a:--10 0 II 148 57' 37~3080 11 1413.6 65'15<ITECH> 6:5 43' 27 I 6'780 If 148 48-' 42~5500 11 200410 '7-72?2F /77~~2F I TECH 67 1 17" 56.6840 11 •148 55' 04~6580 11 5<Jo~·l ITECH INERTIAL CONTROL --INERTIAL SURVEY SYSTEM STATIONS ESTABLISHED 8f 1TECH STATION NAt1E NORTH LATITUI>E WEST LONGITUDE ELEV. 1-103F/1103 I TECH 64 51' 1518780 11 '1·47 54" 58~5580 11 485.2 1-'l09F/1109 I TECH 64 50' 49.1070 11 147 56' 38.9410" C:'47 <J ,,} I 1-227F I 122/' I TECH 64 5:3' 25.4370" '147 56' OB.6320 11 646.0 1-229F/1229 I TECH 64 5:3' 28.7750 11 148 00' 34 I 42'70 II 1538 '1 1-307F/1307 I TECH 64 5()' '~":) '1460 II ~~ .... 148 14' 3 ':> C' 7'':1 9 II t-1-.:J ~ 513.5 1-31'1F/1311 I TECH 64 50' 55.5730 11 '148 04" 36 . ~'5581 11 84;~ I 8 '1-320F/1320 I TECH 64 4B-' 37.6870 11 148 1 l I 49.8310" 1406.2 'l-:327F/1327 I TECH 64 4'7" ~~B I 8220 II 148 08' 39.770111. 160516 1-4c?.5F I 1425 I TECH 64 47' 48~8670 11 t48 11:'" ,J 50,1099" 61119 1-432F/1432 I TECH 64 47' 04.5680 11 148 24" 24 i 7370 II 48~~ I 3 '10-807F/10807 I TECH 64 04' 0019670 11 '149 1 '1' 24.4410u '104'1.8 10-8'18F/10818 I TECH 64 02' 33.3170 11 149 1 1 .. 1!."0 9'1:'()11 .. $ • b>J '1211.6 10-B28F/10828 I TECH 64 0'1' 08 t 780 0 II '149 08' U3 I 8499 11 1008.2 '11-E308F /11808 I TECH 63 58' 52 t 2990 II 149 08' 38~2571 11 155815 11-809F/11809 I TECH 63 5~3" 5114780 11 '149 0'7' '10.3180 11 '1 ~c·3 3 t-..J I 1 ·i-827F I '11827 ITE.CH 6:3 5~5' 41.5490 11 149 05" 20~6289 11 '133'1 '4 12-7 H6F /1 ~~706 I TECH 63 54' 02 I ~"5160 It 148 59' 4-'t. 1821 11 1180' l '12-707F /'L 27 07 I TECH 63 ~':II \:} 1." 55 1 0 '17 0 II 149 00' 30.6050 11 1370.7 12-7'16F/12716 I TECH 63 52' 20,3690" 148 55' 38,3691 11 18E~8 • 1 t ;~-7·1 <rF /t ;~·719 1:TECH 63 51" 09.0070 11 '.l48 59' ""4 ':16""'0 11 '151711 '~ • ~ I 12·-734F I 12'734 I TECH 6:3 50' 08.3000 11 ·J.48 5 -l' 28~1019 11 1890,4 12-8.12F/1;~B12 I TECH 63 53' 23.5210 11 149 01-' 30~744'1" '139f:L 3 1 c?.-€3t5F 11 }?..t11 ~s I TECH 6:3 5~~ I 371 '1330 II 149 05' 4• (I 5171 11 1602.L7 13-406/13406 :r.TECH 61 15' 10154'70 11 1 ~so 03' 24 t ~5490 II '1 0. 5 ·1 :..:;-'i'OSF /13706 J.TECH 63 49' '1618080 11 148 5t:l' 03,96~5'1 11 1 ~a~> 13-70BF/13708 J:TECH 63 4B' 36.1670 11 148 57' 23,1010 11 \J t,'., I 0 1733,9 CONTROL STATION COORDINATE LISTING I I ! t r I ~ f, Pt~GE i~-1'7 ' i GEODETIC COORDINATES <CLARK 1866) AND ELEVATIONS IN FEET 1 ELEVATIONS ARE LOCAL MEAN SEA LEVEL DATUM BY V.A., DOPPLER OR INERTIAL t ****************************************************************************** I ! ITECH INERTIAL CONTROL --INERTIAL SURVEY SYSTEM STATIONS ESTABLISHED BY ITECH <Continued) STATION NAME NORTH L.r~TITUDE WEST LONGITUDE ELEV. 13-812F/13812 I TECH 63 48'" 32.4730 11 149 01J 25.5061 11 3759.B 14·-309/14309 I TECH 61 1B' 54 1 1'790 II 149 48'" 34.8431 11 12.(3 14-310/14310 I TECH 61 19-' 2318440 11 149 47' 06.1091 11 146.3 '14--.1 J::" /"l4'31'::· ,;) ,J • ' •• J I TECH 61 1B' 15.7330 11 149 4'7' 24.9681 ,, '140.7 14-406/14406 I TECH 61 20' 251 <;>620 II '150 04' 0 '1 . 8B9'i II 99.7 14·-41 3/ 144'13 I TECH 6 '1 lB" 17.2290" 149 54' 37 t 161t9 II 84.0 '14-415/14415 I TECH 6'1 l'i'' 53.4700 11 '149 58' 59.2680 11 162.4 '14-416/14416 :f. TECH 61 18' ·I 1 . 188 0 II 149 59' 41.2869 11 143.4 '14-417/144'17 I TECH 61 '18' 16,4'190 11 '150 Ol' 5<1,0441 11 l~j1,6 14-421/14421 I TECH 6l 17' 09.7630 11 '150 00' 01.6311 11 98.4 '14-427/'14427 I TECH 61 16J 16.9810 11 '149 58' 46.3269 11 <)>5 t 8 14-502/14502 I TECH 61 20' 11.3120 11 150 07" 51,1460 II 85.0 14--524/14524 I TECH 61 1'7' 24.8460 11 150 05' 17.2000 11 71.9 11::'-.J::"l '=>/1 r.:':1!."1 ':) "J w '"' \:J.J r". I TECH 61 ':).0,1 L;., 42 t 9;~30 II '150 04' 3~?. I 6311 11 '11::' ':) 9 \;Jt;;.o '15-514/1~5514 I TECH (:> 1 ':)'3 I L;. '· 36.42'10 11 1 ~:; 0 08' 08.5'700" '100.7 '15-?':)':) /15'5':>~ ' t-1-' L;.l". I TECH 61 22' 32.8480 11 150 09' 46.8730" B5.3 '1 C'-~':>4/ 1 C'C'':)4 •• 1 ,.J L;. \J ..,,,_ I TECH 61 22' 31,8470n 150 06J 06.0790" 107.3 16-~i09 It 6504 I TECH 61 29' 46.2710" 150 1 1 I 3;?. t 449 0 II '112. 2 '16 ~':)6/ 16J:'':) I -,,, (... ,J L;. b I TECH 61 27' 06.8310" 150 08' 08.0381 11 ?9.1 '16-5:53/16533 I TECH 61 26' 2.6 18470 II '150 '10' 58. 329<1 11 83,'7 17-504/17504 I TECH 61 35' 42.9680 11 150 11" 08.0671 11 130.'1 17-520/'17520 I TECH 61 33' 26 1 1620 II 150 13-' 45. 1721 11 t;;.~o.l 18-504/18504 I TECH 61 41' 02.9980 11 150 10 ·' 45.1179 11 154.9 lB-505/18505 I TECH 61 40' ~33 1 127 0 II 150 14' 10.8580 11 101 l 7 '18-509/1B509 I TECH 61 39' 56.2040 11 '!50 11jJ t;;. 10.9380" '155.8 '18-~:i20/t B520 I TECH 61 3B' 06.4110 11 150 13' 04,1310u '187 ,/' '18-53'1/'18531. I TECH 61 36' '12.4950" 150 14'" 57.7590" 1 ~·t 1 I;) ~ It:;, 19-511/19511 I TECH 61 45' 00.7360 11 '150 07' 47.2289 11 17'1.3 19-513/19513 !TECH 61 44' 34.6840" 150 05' 24 t 1 ;~'70 II U.i1.4 19-~:i24/ 19524 I TECH 61 4:3' 51,0000 II '150 06' 3 I!:: ':) I;) 0 0 II ,,/ I t-1-182.4 '19-~327 I 195;~7 I TECH 6l 42' 43.9800 11 1 ~50 1 () I 16.1029 11 '167.3 ;.:-4 0 8F /2408 I TECH 64 44' 58.9380 11 148 24' 02.0990 11 '1027.9 2--4 0 9F /24 0 <1 I TECH 64 44'" 23.9920" '148 '713' c;.,, -:>4 -r-:99" (,_ I ~\J 1!!'9 4 r.) -..J ·~ 2··"513F/2513 I TECH 64 44' 04.6680 11 148 28' 23,2280 11 1!::1!::1 ':) ,J ,;, • t;;. 2-520F/2520 I TECH 64 43' 45.5660 11 148 36' 43.8500" 58'7 .3 r.>-r.::':>7F /"j5r.>7 L;. ,J t;;. L;. 1-I TECH 64 4':>' ,_ 44.6390" 148 32' 36.'713b" 696.8 3-504F/3504 I TECH 64 41' 13.0940 11 l48 33' 06.1161" 585,0 3-~506F/3506 I TECH 64 40" 1::"-:-" 0460 11 ,;,h!) • '148 38' 39.2811" 5'7 0 • 2 3-617F/361'7 I TECH 64 39' 23.8310 11 '148 4'7' 36.1000 11 537.1 3-·61.9F /3619 I TECH 64 3B' 26.6120 11 148 49' ~~51 8939 II 5~'53 . 8 3-6~?.6F /3626 I TECH 64 3/'' 15.4940 11 148 42' 34.7419" .. ., 6':> 9 ~ c;., ... , '7~1=-F /'37~C' :r.TECH 64 3'7' 57.2940 11 '148 51' 13 '56~59" J::"':)t;> 3 ~,-t: ..... l ' c;.\J \J t: .. t.-• • j /, ' ! f J I l I I l I I "' CONTROL STATION COORDINATE LISTING PAGE A-1B GEODETIC COORDINATES <CLARK 1866) AND ELEVATIONS IN FEET ELEVATIONS i~RE LOCr~L MEr~N SEA LEVEL Dr~Tt.H1 BY V. A.> DOPPLER (Jl~ INERT~AL. . ... ·*** *************************************************************************~* I TECH INERTIAL CONTROL --INERTIAL SURVEY SYSTEM STATIONS ESTABLISHED BY I TECH <Continued) STATION NAME NORTH LATITUDE l...JEST LONGITUDE ELI:::V~ 3-·/34F /3734 I TECH 64 36' 26.0230 11 148 56' 4317789 11 493 I 'i 4-605F/4605 I TECH 64 3J'-I 4'7 1 2~~0 0 II '148 49-' 01 .8199" 35313 ,:, . 4-703F/4'?03 I TECH 64 35' 39.9500 11 148 56' 42.444'1" 3~)~3 I '7 4-710F/4710 I TECH 64 34·' 50.1'170 11 14B 5t:5 I 04.9690 11 35410 4-716F/4716 I TECH 64 34' 2115892 11 148 58" 07.7308 11 355.0 5-703F/5703 I TECH 64 30' 32 1 (f1 0 0 II '148 53' ei5. 6080 II 38(;) ".) t.;.. t.;.. 5-'704F /5704 !TECH 64 30' ~:il .9400 11 148 57' 40~1150 11 382.2 5-727F /572'7 I TECH 64 31-' 26 o /'030 II '148 58" 08.9779 11 374,0 5-728F/5728 !TECH 64 27·' 251'7120 11 148 56-' 1 l 1 0 64 ·1 II 427. ~~ 6-708F/6708 I TECH 64 ljl::" ( t-\J 0611740" '148 5B" 23.6390 11 446. ~j 6-71~5F/6715 I TECH 64 •;>-• I 4..\~ 40.3150 11 148 54' 04.2359 11 479.0 6-733F/6733 I TECH 64 2'1-' 1715'100 11 148 56' 05.4710" 516.4 61l4(ITECH) 63 46-' 3112070 11 148 54' 4614350 11 1573 d3 6ll7<ITECH) 63 44' 21.7050 11 148 5~3' 1 ;;! 1 931 0 II '1558.1 6'13 CCTECH> 63 5'1' 02~5720 11 148 56-' 29 t 4<t19 II 1268.7 6'19<ITECH) 63 49 .. 55.0320 11 148 55' 44.445'1 11 1817.9 7-7 o <rF 177 o 9 ITl::CH 64 2'1 .. 17.5100 11 148 56' ()~j.47'10 11 516.4 7--710F/7710 I TECH 64 19-' 01.7840 11 148 53' 53 t 1690 II 568.9 7-825F/7825 I TECH 64 16' 57.3800 11 '149 02" 27. 599S) II 563. o· 8-706F/8706 I TECH 64 15 .. 16.9040 11 '149 Ol' 44~6690 11 1::'93 ~ ··' . ;) 8-B04F/8804 I TECH 64 14' 39.2910 11 149 09' 4'1.1231 11 65615 8-815F/8815 I TECH 64 1 ~5 I 17.1060 11 149 07' 04.3370 11 685.4 8-818F/8818 I TECH 64 1':) I c;;, ;;!813090" 149 12' 44.4040 11 785.1 t3-9~35F /8935 I TECH 64 10 ... '16.8850 11 149 17 1 06 I '1669 11 779.5 <J-9 0 2F /99 0 2 I TECH 64 09' 2'1.0300 11 149 16' 01.6699 11 800.5 9-91 OF /99'1 0 I TECH 64 09' 05,6140" 149 17' 42.4530 11 910.B 9-926F/9926 I TECH 64 06' 42.2470 11 149 16 .. 00.4859 11 956.0 I j PAGE (-\-19 I CONTROL STATION COORDINATE LISTING ALASKA STATE PLANE COORDINATES <ZONE 4) AND ELEVATIONS IN FEET ELEVATIONS ARE LOCAL MEAN SEA LEVEL DATUM BY V.A., DOPPLER, OR INERTIAL OBS. ***~************************************************************************** FIXED STATIONS --N.G.S. FIRST-ORDER TRIANGULATION STATIONS STATION NAME NORTHING Ef.1STING BRUSK '3 > 4~57 'B64 I 1 B 0 757,.5461986 CHUNILNA 3,180 .• 171.625 554) 006 I 01'1 CLEAR 3 1 1 ... 9 '7!::'':) 8l:." 0 ' I ' OJ~ I ,J 596,.605~296 CURl~Y 3~126.694~974 560,6941866 . ' INDir~N 3,240,147140'1 556,.874~490 POI~TAGE 3 "'Jt::'b ':>48 ':>t':> ) ~;;J" ) (;;. If-f-60~3,2541003 TALUS 3 ~ 422 ,t '152 I 8B 0 741,441~736 PI~ I NARY NETWORK --I~&M SECONI>-liRDER,. CLASS I I-lOR IZDNTAL STATIONS STATION NAME NORTHING EASTING BROWN 3)22'1 ,409~4~50 877,.835.275 BULKEY 3) 251 )' 537 I 6~~4 770;.765.420 GOOSE .... 140 8'31 'j':)r.:" ~> ) ' .e;;.~:.:J 882 ~ 195 . '178 GREBE 3,.141,032.373 70:5_.818.012 HUH 3 17'':1 l7t:".'7 'J8-· > '-> ;;J,Ie;;. ~ 728,160,309 MARKUS 3) 189 0 ) 655 I 2~}5 76~5,1931408 MT~ t,JATANA 3,192,4571519 816,092.853 NICK 3) 183) 142 I 8'1 0 B72 > 121.343 OSHETNA 3,.t96,'16l.806 945,714.096 PILCHCO 3 ';)•'';]!::-363 71!:'9 ) (;;.( .. ,\.}) I \J 677,740.859 SCOOTER 3,24"1,63'11230 829,559,552 WAR. 3,252,49<)>199'1 711,.393.105 WINDUS 3_.20'1.)607 1015 909,5101523 SECONDARY NETWORK STATION NAM[.!.: R&M SECOND-ORDER> CLASS II HORIZONTAL STATIONS '1 7""53~5F 18-608F lB-609F 18-6'15F tB-617F '18""(:):~0F ·u:l·-621 F 18-628F NORTHING 3) 437) 16(1 I 96 () 3,424,165.642 3,428,580.357 3,4'19,133.893 3,423,050.5'19 3,418,7301282 3,41:~,812 1 03'1 3,409,928.518 EASTING 750,956~389 768 .. 388,860 1775. > 098 '24~3 779) 0 61 I 139 772,.496,398 76f.Jj206~075 '774) 290.679 773,91(),322 ELEVATION 495310 37:\? I 9 415417 3631.0 455619 474118 5'16810 ELEVATION 4 "''':)1::' • I t-·:.J 1 b 3169.6 5604.6 1::'849 1::' ,J • .,.} 5831 I 7 1!:'1 "-\ ~';] ':> ;_;} i..JI-1(;;. 6256.4 3606.0 4498,3 37B2~4 485517 4~7}4 0 '0 4'190.4 ELEVf)TIDN 2955.5 ':> 9 1::' 17 ':> 1-.,.J ' c:. ':) <j '1 r,) 8 ~(;;. ~· ·::>'748 ~:) t-• t.;, 2697.6 4B41~ 7 3448.7 35'14' l t ! r l l { t r r l l t 1~ - ' ~ CONTROL STATION COORDINATE LISTING ALASKA STATE PLANE COORDINATES CZONE 4) AND ELEVATIONS IN FEET ELEVATIONS ARE LOCAL MEAN SEA LEVEL DATUM BY V.A.,,DOPPLER, OR INE~!~~~v~~~~:.* ***~****************************************************************w**ww~M~~ SECONDARY NETWORK --R&M SECOND-ORDER, CLASS II HORIZONTAL STATIONS <C.ont:i.uoed) STATION NAt1E NORTHING EASTING ELEVATIOi'-! 19-605F 3,3981556.297 7'7"1} 531.990 3~~"11.~"5 1.9-607F 3~394~980.894 76'i' ~ 288' 387 3582.6 19-609BF .... . .• 94 0 ':>8 7·"5'7 7'""3 "11::"9 '"J'"ll 1 3:545 j ~2 .:>, .. :'> > t:;. • '" I ~ ..J I t-J 1<?-609F 3,395>614.679 'i'77 > 11 6 . 11 {) 323410 19-617F 3 .... 88 '".)'"}·".) 8 "1 3 77 '1 ) 952 I 89~~ "''94::> 8 ,.:> .,t:;.,~;;., .:> '" I 19-62:7F 3,378,2141435 '783,741 .887 3256. '7 19-633F 3 )'3'77) 327 I 694 774,887.325 387'9 I '7 20-b13F 3) 358 > 56'7 I 82 0 791)659.490 ~~240. 1 20-614F 3)359} 936.167 78'7) 779 I 0 15 32~"B, 9 20-623F 3 ".:<;~3 -•c-•"Y ':)1::"1'"1 786,312.295 386215 'I 1'-~\J )~..J,~ot.;;.\J/ 20-624F 3 "'31::"1::" 1 c 4 ':>64 791.~) 987 I '781 32€:1916 , .... hJ) ~ ,~;;. 21-505F 3,337) 8'70 I 565 803,075.782 3465.9 2"1-520F 3,320 )404.1 '79 80~j 1 506. 503 3578.3 2"1-521F 3,321,747~904 B10 1 097~993 3429.0 21-528F 3,3"16,455.9~')3 808,6261641 ~5299 I 4 21-532F 3,)3'14 ,207 117'1 802,594.674 3467.2 21-601F 3,336,757.441 794) 138 I '759 ~5507. 5 22-1030F 3 > 281 ) '1 18 . '1 16 575,0521885 3':)l::"9 4 t-,J ' 22-1123F 3,284,631.295 567,814.511 2156.0 22-1126F 3 (2.79) 764.307 565)386.642 1995.2 ~~2-"1132F 3 > 274 ,) 59"1 . 466 550} 095.356 14'.74. <)' 22·-1136F 3,275,94918:39 574,416.725 -· C"l::' ':> 0 .:>u;:Jt;;., 22-610F 3)299,072.624 784) 940 I '723 34 r"" 9 ~:.~ ' -.} I ,_} 22-613F 3,298.)33'1 .684 794,7191723 314210 2~.~-614F 3,298,248.341 7ti9 ,415. 9~~1 3300.:.~ 2;~-622F 3) 28f3) 94 '1 1 15{3 7'79) '775. <?3 '1 ':1988 -· 1-1 ~ 22-626F 3,286,705.451 786,772.754 ""Ji71.':'"J::· 9 '-' ._,I \J I 22· ... 632F 3 '28 0) 0 3<?. 034 769,036,831 3229,9 30-ltl2 3,189,663.985 889,729.989 2622 I~; 30-1209 3,'187,2591770 904,1201902 228215 30-1~~11 3) "18'7) 934 '9'1 7 914>573.984 2460. 1 30-'1212 3 .~ "19 ()) 2 0 7 I 543 9'1'7,459.06"1 2529.7 30-1~~13 3) 184) 4 '72 • 16 "1 9[i4,48l '209 24831'1 30-1215 3 , 1 a~~ ,. 1 ~so . 7'79 909)100,'10{3 ':>~"'39 ~-o •..• a 30-12'!7 3,. 185, 282. 8El5 898~5051480 '!)!:!'·::>'".. 4 t.:.:. ... J (.:;; ,:> • 30-1303 3,193,08~5.815 939,853' 130 40/'6,4 30-1312 3,188,072.961 949) 695 I 60'7 ~554~ 17 30·-"1317 3,185,.243.4'16 <729 > '760. B90 2480,6 30-"1320 3 > 179) '169. 547 93 ()) 957 . 99'7 ':>44B ':) -o-1""''':.)1::" 3 > 1 7;~) <15 0 I 436 9c-t l ''"'l ':>~a 1-•• t:.:. .:> ~ t:;. ,,, \:J'" ) I I t.:.:. t:.. • 2381 '8 30-'1326 3)'17"1 ,699.303 949;0431355 ">4t 30-'1328 3) 17~:;) '?3'7 1 136 <{34,610.81'1 r:.. .) 0 1 0 249415 CONTROL STATION COORDINATE LISTING ~L~SKA STATE PLANE COORDINATES <ZONE 4) AND ELEVATIONS IN FEET ~LEVATIONS ARE LOCAL MEAN SEA LEVEL DATUM BY V.A~1 DOPPLER 1 OR INERTIAL OBS, ****************************************************************************** I ! SECONDARY NETWORK --R&M SECOND-ORDER 1 CLASS II hORIZONTAL STATIONS <Continued) STATION Nr~ME NORTHING EASTING 30·-1329 3)'170}810.4~~3 933,217. '746 30-"1332 3.) "167} :357 I 386 932}862.094 30-1333 :3,'166,,672.676 937}896.297 30 .. "1335 3,'165)9841685 945 > 865 . 175 30-1403 3,198,273.902 970,973.763 30-1408 3} 188' 0 1 ~'5 . 4'1 9 962,326.934 30-'1410 3) 191 0 ) 754 I 023 9:?0) 776 I 323 30-1421 3,18"! ;-45~)~711 964)989.832 30-·1430 3 1 •'71:!' f'":>~ '31.'"'9 > 1\.J):)t::.t;;;.l..;,) 957,909.449 30-301 3) 1 B6 > ;~63 I 345 635,430. '114 30-302 3 184 ~"1 6 6~-) ,> (;;;. (., I • \.J '~ 630) '761. 058 30-303 3' 186 > <;> '12 . 7 4 0 624,971.795 30-:310 3,183)2791454 o24,394~614 30-402 3,187,932.761 664,367.795 3()nw404 3,187,971~761 6 1::' ,_ 0 4 ·: 6 r:: 7 ,,J :_:) }' W I OJ 30-407 3) '182) 769 1533 641,544.363 30 .. "408 3,179,944.700 647}207,938 30-416 3 1 T"' 7".>6 c:g-:> } ,!)>f ... JOJ e;;, 650,376.914 30-418 3,178}813.708 641,9781398 30.,w420 3,170}609.748 649,067.353 30-·421 3)170,9011024 61::' 4 <;) ll:' ":>83 w )t;;;. \J1t;;;. 30-507 3} 182} 689 I 9'17 674,261.201 30-510 3) 183) '1 '14 '972 690,686,496 30-604 3) "189) :'369 I 530 716,249.466 ~30 .. "605 3,190)127~029 71'') o3·3 a-~ 1:.. 1 .. 1 ~c 31-001 3,2'17,713,748 575,892.303 31·-008 3 1 2 :l '1 1 168. B63 553) 660 f .323 31-009 3,2'14,700.454 55'7,071.310 31-011 3,214,974~492 566,700~845 3'1·-016 3,206,742.717 558 1 5'1B~788 31·-022 3 ':)03 0'4 3~:,) >/;;· ~ b ' ,';}t;;. 560 ,55f:~ .406 3'1-02~5 3) 196) 485 I 3'7(1 544}360.814 31-030 3) 19'7) 790 I 465 54B ,) 793. 75t1 3 1-03'1 3) 192} <]>46 I 235 546,82"11931 3'1-032 3~191,099,057 552~834.262 3t-1006 3>21<1>08'71866 830>568,733 3'1· ... 1010 3, 2·1 a)' 464, 12·4 848>111.253 31·-'1 0'16 3) 21 'l } 852! 877 B40>12o.6'13 31-1024 3,208)279.072 8!7H5 > 4 07. 682 3'1 ... •1'1 'l f.) -".)1"') 04';) 4~4 871,113,504 :;,,, ... '·) e;;,, t;;. 31-1124 3,207 ~2'79 '281 88~)} 754 I B05 31 "-'! 1 ~~{3 3,203)167,829 874>469.586 ELE'JATION ··:> ':) 0 8 0 {.HL;. • I '".)~'71 c· t;;;.L;. .~ ':>3 3 ':> I::' ~;;;. c,-.J 2466.2 24 :l 0 I ~5 2584.7 ·~31 ":> ";J t;;. ,_. t;;;. 2443,6 2-'l41 '3 38'15.7 ~5663 I 7 3982.4 3896.4 3030.1 3'16'7,8 3060.9 ':) 9 9 .. 5 •".) t;;;. '\. ,~;;. 2999.6 3209.9 3'174.5 30:l6.3 2307.7 183~3. 0 23(!6. 4 245010 1353.9 766.0 75317 7''"'1 4 \~ ' 11'14.2 ~C'"'''i 0 ,;;,;J/C., t~f.>3 • 8 66719 687.4 3-'B8 ':) ~ • 'c;, 27~)2. 0 252;2 I 6 265"1~8 '"'01:!'1 9 '~ .. J ' 2911.1 '!'J83'7 . <y t-~ ' 2543 I '1 i ~ i ! ! , J t ' 1 f r I· I i f I l l I t r t l I ! I I- r f ( l CONTROL STATION COORDINATE LISTING PA .... E "·-~:>·:> u .. .., t-(..· ALASKA STATE PLANE COORDINATES (ZONE 4) AND ELEVATIONS IN FEET ELEVATIONS ARE LOCAL MEAN SEA LEVEL DATUM BY V,A., DOPPLER, OR INERTIAL OES. *************************************************************************~**** SECONDARY NETWORK --R&M SECOND-ORDER, CLASS II HORIZONTAL STATIONS <Continued) STATION NAME NORTHING Et~STING El tv ·r·•· ON -· • ~~ .1. 31-'1'1~36 31199 ,) 1 '76. 735 887 ,63t> .155 2.?.27 .7 31-'1231 3,198,759.688 {393 ,210; 359 2:301.1 3:l-1433 3,199,-414.165 9(:>3}'895 .1 06 2'h4~l. 6 31-202 3 > 21 7 1 '1 ~53. 8B7 600,811. ;.:!79 1408.8 31 ... ·2'1'1 3 ~13 4':>1::' ".)73 600,.929.740 2718.6 1 c. )' (...u ' c. ~31-303 3 ':>':i 0 ':>36 798 627)346.895 1734.2 ) (...(.., )' (... . 31-304 3 ::>19 ".> ..... 1 () ... .>1!." 623,506.378 1454.B ,,_ }c.;..!>. , .... J 31-306 3 ':>':>'! •:>!::'() 94' 610,572.788 1504.6 )(...C. )i ... \J. 0 31-307 3,213~0B8.269 608)017.242 "'4n' t t:: 7 b. ) 3'1-308 3,213)708.1'13 613,370,709 "'4-:'>':i 8 ,;; ,_e;;., 3'1-309 3 ·~t1 ':)l:.~4 741::' }'c. Jc.;...J • \J 622_,990.201 "1::'93 '7 ~\J • 3'1· ... 311 w• ".) 1 &::' r.::3 (} 9'-1 ~~(... .. 1,::1 i ;:s 632,'186.472 'J 834.5 3'1~-313 3~207,02t~B96 635,697~324 ~.199.2 3'1·-321 3,)200)086,733 619)091.541 "'0 . ..,, .. , 4 .; I ,:, I • 31-~334 3 .. -; ''.:) 311 ... .)~ 0 )1 c.;.) ,c;.;J 625,409.422 ~l710,3 31-402 3) 21 '7 > 466 • 35 4 664 > 598 . 139 i!176.1 31-405 312'!8,089.47t> 644,527 I '179 . 9Elc:" ':) . ~.c. 31-408 3,214,303.191 647) 982. 73:-~ ~464. 1 31-411 3,2l3,29fi'. 302 661 ,47'! .279 ')r;'• 61 ' .•• !.,1 'b 3'1-41'7 3) 2 0 f~} 159. 21 0 646) 8'72 I 499 ~42{) • 4 31-419 3,205_,553,067 6411706.118 3334. 1 3'1-424 3,206,943.662 666,648.77B ~'129.4 3'1·-431 3) 193) 089.:595 64tl,335,313 3460.5 :3 '1-434 3,'192,550 .3'14 657)549.899 5213 I 9 31-507 3,214,378.840 670,58~5.703 t~04t3 I() 31 ,_,4 -o" 3,2o9,345.t<n5 696 }' 4:35 I 904 '1':>9. (: t ,c.;. tJ • :> 31~"51'7 :31 t109} 9~:i4. 430 6'76 1490' 054 .·,c.~t 7 4 (. ,\J :) • 31-521 3,203, 746 I 3'75 686) 068 I 89i' 1905.5 31-·521B 3,20'1 ,247,643 68'1 ,482,443 '306.2 31-524 3 ~o3 31!:'• BB1 ' c;;. }' .. ;:J(;) • • 698,307~245 1927.3 31 1;''")1::' -.:,,;.,;;;J 3) '196,~557. 045 69f:~) 88'1 1 46 0 •:: 03r::-3 t;;, "' \:J I 31·-528 31 19'? }' 482 0 034 683,026.547 2616.2 31 .. "534 3)191)132.791 689 > 657 1 83'7 ':) :> '1 0 "5 f-.. . ' \ 31-534B 3) 194) 0 5(.:!. 29 () 688) 438 I 55'1 ;2 3~9. 1 31-·612 3 I:) 1 4 t 'l J::' J::' ~",)'7. ,,., ,•" ;J,Qt;;.\,) 72'7) 928 '59() '') " I!) •",) '"J I~ t t;;.l.: .. J (;;. 31-6'13 3 ) 21 '1 ) ;~7 4 I 4 0 4 7291 8'78, 924 2o44.0 31 .. "615 3,2'1 0)420. 974 721 ) 16 '1 • 484 1<'98 •':) . If;;_ 31·-617 3,.209)'137.807 709 '806. 7~~3 2~0-'l.4 3 1·-61:-!8 3) '197 ,' 37 6 I 371 7 '14) 66 :l ! 2 0 8 ~~ 37 .... Cl '-1 ~ 3'1-629 3,200,340.095 710,'1541472 1~1:3,7 31-·634 3} '!96) 674. 023 720 1 69~~. Bi'4 ~:>·~ l::-3 t ·-~,.} ; ) ::~'1-704 3 •:) ':>I:!' 'l'=' 8 6 6 ~3 1 cc.\J 1 ,;s, . 74~5,'19618'1'1 ':)t ~a 9 t.;.;, 1J • 1 CONTROL STATION COORDINATE LISTING ~L~SKA STATE PLANE COO~DI~ATES <ZONE 4) AND ELEVATIONS IN FEET ~LEVATIONS ARE LOCAL MEAN SEA LEVEL DATUM BY V.A.J DOPPLER 1 OR INERTIAL OBS. *************************************~**************************************** SECONDARY NETWORK --R&M SECOND-ORDER, CLASS II HORIZONTAL STATIONS (Continued) <"'TA ·1· I ON N "Mt7 u . AI .M. 31-704I-l 31-704C 31-'7o6 31-708 31 ""709 31·-7'1 0 31-717 31-722 31-/'33 3'1-904 31-9'13 32-001 3't~--o 1 o 32-011 32-012 32-019 32-0c!3 32·-207 32-2'12 3;~-219 32-2;=o 3~~-222 32-223 3':>-'j36 1-· ~ 32-314 3;:!-318 32--325 3;:~-33 () 3;~·-330A 32 .... 33'1 32...,332A RE-SET ""':)-333 ,:') t;,. 32-408 32-410 32···416 3'" 4~' t,'?.-t::.b 32-43'1 3}~-434 32-501 3':),...1:'!01::' 1 ... w ,J 32-511 31~-611 NQf~THING EASTING 3 ':)':) 0 66 7 l:""'j~ 1 t;.;.~ 1 • ;.Jf;.,;;;} :;46,271. 096 3 ':)19 4':H/ 76':: ,~ ) :... • ,J 746,49'1.388 ..., ':>"l'!l 9"~ 1 431 W}'(.,t:;.,t:.,}' '\oJ I 735,345.038 3 •:>1c· or.:-•::. ':>48 )L. ,J) ut-•~ '"'4-=> '::)oc· 681 I ~,~ ;;J, ' 3 -:-.14 r6~ '"lt::"o ) t::. ) J "' ' / ,,J 747,196.219 3>218,116.346 749,594.098 3,209,162.880 741,353.606 3,206~355.638 75'1,544.238 3 1' l 97;. 4 '1 9 . 38 3 749} 659. '721 3,220,750.281 809,055.016 3,214,054.366 824::160.678 3,249;039.598 572,675.492 3;246,067.445 560,758.770 3,246,093.606 5/'0 > 397. ~504 3 1 247 > 1 '19. EJ94 575,725.453 3 '='3 '1 ~37 1 '"''=' i~ ~\J • /t;.;. 549,Q56.243 3)234,665.758 566,249.038 31243,'1~1.092 ~78 "71'~ 1::".79 \J t"' ~.\J 3,r:47 )' oo2. 830 605,&83.757 3 ':)31::' , 77 , ~-z )'~ \J)b •"'hJu 577,628.707 3 1 234 1 29B.066 582,543. 91'7 3,231,985.767 593,317.28'1 3 '!)""~::". 3'18 7".)3 . } t;;.~;;;}) I C.\o 600,519.803 3 )' 220) ~579 I 389 606,441.907 3)2~~7 .>831.264 630,765.261 3 1 23B,037.454 6'11,149.'171 3,230)680.586 635,101.417 3) 226) 29 () • 3 '19 61 '1 )' 52 0 . 53 2 3,2281608.1~}6 6081096.290 3,222,968.370 6'11,854.029 3.>222,.430,100 615)948.817 3 1 223 1 6<17 .1B8 621~'167.727 3~243,380.994 646,315,997 3 r.)46 .... 34 ':) 1 8 ,~ .,.:> .c.C> 658>243.605 3,238,704.910 648;187.217 3 '229 ,'759 '403 662,537.888 3,222,338,490 642,565.706 3 t;)r.)t;> '"'19 <f'':l9 ) ~~(.;., F I ~ 656>56'1,978 3,249;475.545 696)114.651 .... ~1::'1 1!:'44 97"" ,:, ) c.\J > W• I I 674;070.302 3) 2•45 ~ 644 I 385 69'1,366.068 3,~~45, 169 ''776 724>806.444 ELEVATION 2602.0 'j~~3 3 ~i:}t;.;, I ~2446. 8 'jl!:'';) 0 7 c.;;Jc. • 2267,0 2352.4 2429. '1 2321.7 250~~. () 'j';)l.~ 4 9 ~t;.;,;;J • ':)':)56 8 '-~ . 14'19.2 4041.~5 t';)l::" 9 ':) ~~ ,t;.;, 133'=> c· t;;, ,.,;) 4439.0 '1399.6 2374. '1 230 '1. 3 2237.2 ''3'=" 0 7 ,_ \J • 2203.7 164~=. 2 1741.1 2901.0 2442.0 234 0. 5 2206.8 1700.7 1436.7 14'18,? 'jOlt:." 8 t-\J ' ' 312'1 .4 2486,5 2858.6 2548 .l 2079.0 ~11::"'1 8 t:;. ' ,,J I 3995,9 3665,8 3'186,6 3020,7 CONTROL STATION COORDINATE LISTING p (.~GE f.~-·24 ALASKA STATE PLANE COORDINATES CZDNE 4) AND ELEVATIONS IN FEET ELEVATIONS ARE LOCAL MEAN SEA LEVEL DATUM BY V.A~, DOPPLER, OR INERTIAL OBS. ****************************************************************************** SECONDARY NETWORK --R&M SECOND-ORDER, CLASS II HORIZONTAL STATIONS (Continued) STATION NAME NORTHING EASTING E~EVATION 32-616 3,239)88119'13 7"13,554.035 30'1510 32-61'7 3,238) ;?.16 I 489 '711,355~303 291'1.0 32-·6 '17EI 3 > ;?.44 > 165. 0 34 708>89"1 f 791 33~>9 .... r;.. ' I 3;?.-621 3 ';) .. ~ ~~ '3 6 ':) ? '7 r:: '712, 9(14 I 046 275\3.4 >'-'·\J>' '-• ,J 32-623 3 '".)7 3 ':> 1 ':) •';)8 0 1726 ;-299 '604 227'118 ,~...-=> >'-'-•'- 32-627 3 ".)'') 9 r,)? 4 -. I::" •:> 720,656.167 2496,9 > r;.,l_ ) '-'-• ,,:'hJ '- 32 .. "703 3 "".)!:::Q 3':)':) 9Qri 7~:·~ 4~-6a··:> ';)I:' l 9 '1 ,L. ••• J} r;..c;., t:.. ..:J(-) t... .. ') I t-1-W • 32-705 3)2~51} 329 I 508 738,'184.009 ':)7~B -:1 (;;. ;;;J. It... 32-720 3,238l880~543 '73l7 ~ 9l? 0 I ~')3~~ , ...... 9 ·' --c:~ o 1 ,!;. 3'=>-'""'r,) 1 B r... It... '3 ".)31::" ':)4'7 ,..,!!:",:) • 't... -v,,_ , I...Jt-.... 46 ':>'/3 4 ~C" I 'it... '. c;.:.._,t 22'74.4 32-72'7 3 ,23U ,2171 I 1.94 751) 6'7H I 887 1 9r.:jl:!j ':) ..... '1- 32-728 3 ~30 '""'Or.> =90 ]'-~~ t...I\J 745.} 782 I :l30 ·:;.~37 1!:" 1;;.1:;. •• ...J 32·-729 WA-5 3)229)122.062 739,097.866 21:~24 I 3 32-'729A 3,229,204.841 '?42 )' 644 I 36f.~ r:.3l::"{1 9 (;;. ,J I 32-·'736 3) 227 )' 525 I 2~64 758,859.214 •:) 0 9':i 3 ,_ t... f 31~·-822 3 ".)3. ':)~!!:" ':)63 } t... 0 )' (-1:;. \J I t... 783,411~980 ;~o9<1l~1 32 .. "830 3) 229} 795 I 1 '18 764,915.179 21B2~5 31?.-833 3 ·:>r:.a ~67 r::3o >'-t... ~~-1\J 776>392~181 ~1B6~0 32·-835 3 ':) ") 7 3 ·' <:) 7 4 8 )' t,,r:;_ } \• \:>t... I 792,144.626 2159.3 3~?.-929 3 )' 231 ) /}84 I 0 45 803,862.300 2133.8 32·-935 3,227'i212.3E~5 8'17) 298 I 39/~ 2420.6 33-·013 3 ~7':) 9"53 C"':i () ~ 1:;. '-} •• • \Jt... 573,472.770 ?997 ~ ,_ . (;;. 33-016 3,268)'707.842 555}4951756 15~56. 9 3~5-021 _, r.> 6 _., ''J '7 r:. 6 ''59 ~>'-~)1-\Jt ~ 554,91910'18 142!3.5 33-0~?.2 3,262:697 I 6'77 r:.6~ 1:1 J::' 81::'7 \J f-);;:} \Jr \J :..•:>':> 1 1 t:;.t:;.r;., • 33·-024 3} 266} 2'7 4• I ~365 r:.6<.f ""'3':) 8~4 \J ~/ ,..,, r-1795.6 33 .. ·030 3}259,517.477 548,9'14.365 '131 17 I.:' ' .r • ;;;J 33·-031 3 ':)1::"4 or::4 =t'j )t;.;...J} u ,\:1-'t:;. ~'574} 6<?() • 465 350'1.8 33 .. -0~34 3,256,1451184 563)461.626 1340.4 3:3--036 3 ':)!::'':) ""'4 .... '744 )r,;.\Jt;;.)'/ .!), 570)243.302 '!574 .9 33~-036 3 ':) 1::" ~ ·::> ';) ~ "J 1::" ~ } t:..\JC.} t;,;.C,t:;. I L.,\J\J 574,87~i 1281 290413 33·-529 3) t.~61 ) 495 I 859 675) 65;~. 035 2776.4 33-531 3 ':)1:':1""1 c:·r.:·7 08" ]l-\J/[' .. J...'} • "'1 674,5501655 3089.4 33·-!7i32 3 ,25'7 '675 I 240 67B,798.350 3'19416 33-726 3 ~6"5 0'".)3 ~1::"1 )1-"1 t;;, at;;.\J 7J:::4)760@141 •:)9l~" 0 3 1:;. '"' I 33 .. "734 3,256,940 .9~:jQ 7~4. '197' 898 254'1 • 7 33-7:35 3 ~)1::'8 1:::99 3~3 >"·W )W I ,;;. 760)191.829 "!)64 ':) 4 ,_ '-. :-~:'5..:.81 7 3,274,~383. 008 /'76} 252 I 683 3202.7 33·-8;~6 3,261 ,486 134'1 664,116,625 "5 . ''1 f. '7 ' Q ( :). • 3~5·-830 3 •:> ~ ~ 31:'6 l::"l::-6 ; t...b,;.;. > ,J • .:~,.J 769,896 .l73 326014 33-831 '7. ~1::"6 1::: J '1 377 ..:) } t;;,'\oJ ) .. '}{:) I . '7/'0 ,57'7 I 08'1 3367.6 DC·-1 3) 23 0 't528. 7 69 612,403~378 2600 .S' CONTROL STATION COORDINATE LISTING SECONDARY NETWORK --R&M SECOND-ORDER, CLASS II HORIZONTAL STATIONS < Cont it1 ued) STATION NAME NORTHING EASTING ELEVATION GOLD WA-:3 22-1126F 32-·00'1 ADDITIONAL CONTROL STATION N?'.ME 201-615F 21-624F 21-627F 22-1122F 2;~ .. "1128F 29-1303 29·-1304 29-1305 29·-1309 29-1310 30··"11'13 30-1218 30-1307 3'1-1001 31·-1012 31-1020 :11-'1022 31-1029 31-1032 31-1107 31-40/~B 3'1-407 3'1-5'18 31-519 3'1-604 3'£-607 31-613 3'1-614 3'1-622 31-6(~3 31-624 3,3"10,4331911 3 > 22;;!) 29~5. 322 3.)279) 764,307 3,249,039.598 819 ,) 893. 849 744,538~537 565,38b.642 a::· .... ,:> 67 1::-49 <:) \J/t;.;.> ;:JI 1;;. R&M THIRD-ORDER, CLASS I HORIZONTAL STATIONS NORTHING E?lSTING 3,.326,070.889 781,002.704 3,325,956.409 '790 > 749.940 3,318,101.'150 780 '954 .14;~ 3,284,94'11048 c:-a::'9 89c:-8'"..)6 1J\J ) .:s. t;.;. 3,281,208.7'10 558,306.246 3) 162) 0•15 I 723 940,837.984 3 163 lj3' ':>4' ) )1;;. t:>,t;.;. b 937,228.483 3, '163,220 ~~}44 93'1,047.104 3,154,'i'83.802 936,511.060 3,'156,835.084 942,387.823 3,181,401.013 890,662.097 3,184,576.246 893,.611.192 3,186,851.648 9'=>':> ~ 41:' 31::'9 ~;;.e;;.>b \:So .J 3,223,0991935 855,498.870 3,2'19,436.648 B55, 193 , 142 3,203,886.420 83'i') 424 . 398 3,205,340.663 t-347,53'1.602 3,200,951.065 836' 11 ~j. 674 3,198,131.009 836,362.146 3,218,461.499 859,530~512 3,221,562.687 660,093.729 3,213,936,643 640,679 I (792 3,21l 1 312~B06 672,1'101~~31 3,202,124 '8~)6 6?' ()) 685 I 955 3 1 2 '1 9 > 7:55 . 24 7 7 '15' '187 . t589 3,212,596,774 704,040.285 3 1 2l1,274.3B5 '729) 878 I 776 3,211,126.714 727,47'1.124 3 jl 199) 68 '1 I 412 7 '18) 6'14 I 0 '75 3,204,405.104 71.~4 > 366. 714 3,204,424.444 729 > 176 I l37{3 4821.9 259'1.3 '199'::-... .) , .!. ' 1 ... '1419.2 ELEVATION 3934.9 4843.9 42911'1 1647. ;,~ '1675.9 I'.)C"83 '7 t;;...:J ....... 2540.3 I'.)C"6'3 1 t.:;.\:il ' • 2540.4 2587.'7 2976.1 26'78 I '1 •1990.2 2745 '!) c~63.9 ':lao~ ';) t:;. ;:J~i- 2644.2 2889.1 2733.7 'l389 ~:' t:;. •... , 2407,8 2252.1 2'173.3 ".>Q'=>3 ';) t:;. t;.;. ,c;. 22'1710 2272. 1 264419 2493.8 ~~293. 9 l;)':>33 6 l •• t.;. ' 2'181.8 I CONTROL STATION CDORIJINATE LISliNG Pf..'tGE f~-26 ALASKA STATE PLANE COORDINATES <ZONE 4) AND ELEVATIONS IN FEET ELEVATIONS ARE LOCAL MEAN SEA LEVEL DATUM BY V.A., DOPPLER, OR INERTIAL OBS. *****************************~************************************************ ADDITIONAL CONTROL --R&M THIRD-ORDER, CLASS I HORIZONTAL STATIONS <Continued) STATION NAMI:: NORTHING EASTING ELEVATION 32-226 3,230.)829."117 601,676.491 1462.9 32-625 3 '"Jr:J9 ',..,~ '""'':)•:) 729 ~44'7 I 025 1973.4 -'1,.;.1,.;. ,.ot\:J,,:>~..;.r... 32· .... 711 3,24H,656.724 756 '9 117. 991 2404.6 t 32-720 3~238 1 880.507 73'i') 97 0 . 9/8 2396.3 3~~-·'?21 3,235,432.755 743,816.167 ':)•';)J::'l 6 ""t;;. •• 1 • 32-722 3,.237,077.0l0 753;541.610 2385.5 3~~-723 3,238 .. 6161472 758,214.294 242910 32-729B ~5 '::I":JI.f ':) 0 " 68"" ""'4':> '44 •;,o::-6 '71...,~9 9 ... ,. t..;.t,.;. '£,.;. ~t I I I t.;. 1 b , t:..,J £,.;. .:> ,J • 32-802 3,251,141~841 786,1'11.033 2495.0 3;~-81 0 3)247 '464 ·' 886 781,038.553 ~::!388 I 6 32-·817 3) 24 0 ,' 755 I 986 770) 0331 73;~ 244914 32-833B· 3 '71")1!:' ':187 44'7 ?t..;.t,;;.\J)t,.;. . I 7'78,652.53'1 227'1. 4 32-901 3,256,464.678 822,607' 197 3004.6 32·-902 3 > 2 5 tl ) 1 4 7 ' 3 () '7 815,925.694 2434.8 32-906 3}252,944.078 796,757.609 ;~453 I 9 32-907 3 ':>4"" ~73 r.>t 0 )t..;. ,,,J tiP. 797,088.012 2331 I 7 32""91 0 3,245,4@1.442 812,.427.289 2331.9 3;.:!-915 3~242>8041'108 815}8'14. ~~08 2472.1 32-·915B 3 ';)4'=> 711:' 76~ ,r::. t..;.} >.}, .;;} 812;997.052 ':> I!':' 7 -::) ';) t..;...J .. )t-I i- 3~~·-919 3J234,722~363 797,681.243 206411 32-928 3,231,.270,371 809,365.645 217419 33 .. ··834 3) 258 > 492 1 4(~5 783,169,671 ':)9""1!.~ 1 £,.;. /ul 33-926 3,265,)2021 079 822,1531900 2466.7 33·-928 3) 264 > 698 i 146 811,857.389 249(~ I 1 33-931 3} 257) 9·16. 365 798,836.955 2477.4 33-933 3 > 256 :-899 I 0 'U3 811,278.961 ':14'7' ... ~ {;;.. .~ I t,;;. 33-936 3 ,.jJ::'9 663 "~~6 )t;;.\J) ,..: .. J 824}556.481 3626.9 DC-U1 3,217~759.874 o30 1 307.375 994.9 DC··"U2 3,218,950,662 6'J~ 670 1::"43 t-\J) • ..., 964.8 DC-U3 3~220,929.414 622,626 I 8'7B 946.7 DC .... U4 3,223,490.99'! 617,124.422 927,3 Dl::> ·-2 3 ".:.':>"" ·"'4'71 ~~a >'-1.;.,/) ,:) l-I \~J\J 74':> 3':>o a·:>~ ,_ > 1;;. • £,.;.1.;., 1531.7 DP-3 3 '!>~7 ':>61 89~ ) t;.,J;.;, ) t;;;. • . \J 742,853.724 11:':':>1 ''5 >J,;~ , ,, DP-4 '3 ':>''.)7 r.)l!)'? 168 \ ) t.;.L,. ) t;;.t .. ,t.., a 7 43 ' 1 9~5 I () 0 0 11::-~~ 9 . -.J,J,;;_ I DP , ... -o 3,227112'1 I 010 '743) 551 I 93~5 15£')3 1 () DP-·6 3 r.> ".> '"' ';) B ~ 4 '3 ':> 743')626,'784 '1653 14 1 t..;. ~;... I 1 ,_ -.:1 , ,. t: .. I>P-7 3) 227 > 4t57. 663 743,143.084 '16$>8,8 DP·-B 3 l;j~r,)l"? ~ 1 ''5 0 66 >t..;.t..;.,,\J '' '742) 766 I 76;~ 1.72012 KNOB 3) ;.~28) 222 '661 74B,072.926 1691!:' ';) \.) ' t. .. LASC-1 3 ';)'".) 6 .... , ... 9 ':) 4 0 746 0':."0 '1 1::'1:': 1868,2 ·>t..;.t;., >,:),') .£,.;. ) \J I \J ,J LASC-2A 3,225>9781719 74~~) 992 I 675 18...,. "'.) 1!:' .:)~;;.IW L.A~!)C-3 3,226 > 492. 3'79 743,047,503 '1729,() CONTROL STATION COORDJ.~ATE" LJ·0·r··1·,,r , .J', • . .. :;. •• 1-c~.:J PAGE A-;:2'7 ALASKA STATE PLANE COORDINATES <ZONE 4) AND ELEVATIONS IN FEET ELEVATIONS ARE LOCAL MEAN SEA LEVEL DATUM BY V.A., DOPPLER, OR INERTIAL OBS. ****************************************************************************** ADDITIONAL CONTROL --R&M THIRD-ORDER, CLASS I HORIZONTAL STATIONS (Continued) STATION NAME NORTHING EASTING i1AC 3 ~'=>8 1J::,'6 41::'1 )t;.;.C..) ,.J' \J 747)370.936 RASC-1 3 '"}l'j' 9B'7 17J::,' 1 ct;;;.b 1 •• ,J 744,693.169 UP-~1 3,227 1 962.B71 746,680,081 UP-·2 3, 22a, 1 ;=9. s;?. o 746,909.684 UP-3 3 'j';)8 O'":i4 9':>':) ) t;.;,t;.;, ) 1.-. I t;.;,t;.;, 747,012.184 UP-4 3,22'7,854.407 746 '872' 81 "1 UP·-5 3 ":)'j8 ':)J::.'o 1:'78 )t;.;.t;.;, ,L. .... J ,\;j 747,025.08"1 lrJ-Wl 3 'j':>9 1::'':>.... '=>4B )t;;.t;;;, , ... Jr_/,t;.;. 756,504.333 w~-w2 3,;?.29' 078.391 750,738.987 ~.J-J..J3 3 ".)'".)'""' '=>6.... 3t 4 >t;;.t;;./ 1 t ... I, > 742,387.?05 W·-W4 3,226,634.9'18 ""3r.-"347 69'-; •. o,t d • .::, W-·W5 3 ".)".) • 4.::· 4 -r.:-s >'-~.;.o, ,J ,/;:J 729,276.862 W-W6 3 ':)':)3 6"17 8()1:!' ) L..t:.. ) ' ' ... , 7231336 • '175 3~:!-'729C 3 I:)~'"J9 ._,I ..., C:~'"Jl::- ' ) t;.;.l:;., ) .~th~ i ;:Jt;;.\J 743,596,974 32·-·722B 3) 233) 4 7 0 ' '1 31 751,049.449 SEISMIC LINE CONTROL --R&M THIRD-ORDER, CLASS II HORIZONTAL STATIONS STATIOr~ NAME NORTHING EASTING Sl... 15-X PT704 -·=>~a · 48 6 · 9 ~) 1-t;;.., ) Q I 0 745,586.835 SL 15-X PT745 3,230,006.473 747,031.105 SL 16-81 PTBOO _, '=>'31 0(: '7 4~-=> ..!'l)t;.;,\ ) ;")I ,Jt;;. 748,204.057 SL 16-81 PT818 3, 231 ,, 4a7. 534 749,393.440 SL 17 PT29 3) ~~22 > 193 '842 615,996.282 SL 80-1 1-F5 3 ':>':)'7 ~68 361 ,,_c.;;. , ... ~ • 741,132.530 SL 80-1 PT:386 3 ':)""!:' lj .... () 6 .... 6 ,t;;..._'),J>t;;..~' I 744 > 25'7 '980 81... 80-1 TP-6 3,230,.671.957 740) 982' 65~5 SL 80-1 TP-8 3) 232) 114 '3~j6 742,000.288 SL 80-11 l'P-·1 3,2;.:~8,;.:~18. 268 732,990.680 SL. 80-'ll TP-2 3 ·~~a ~".)t 8'=-o ~ t-t;;. > ~~ ' ,,} 733,283.684 SL 80-12 N 80-12 3,222,328.844 615,734.241 Sl. .. 80--12 TP-'1 3>222,088.346 615 ,'7 64 . 9 "13 SL 80-13 N 80-'13 3 '=>")~ 366 61:!'6 ) t;,C,t;,;,) 1 I \oJ 616,006.875 SL 80-13 TP-1 3 'j~~ '177 335 >'-t;;.'-> '' 616,055,956 SL 80-2 TP-1 3,228,009.738 743,102.343 SL 80-2 TP-4 3,229,.294.595 743,068.766 SL. 80-·2X PT345 3,234,539.487 74'7 ,327. '119 SL. 80-3 N r o .... :~ ·-.~ 3,228,389.321 745>698.289 SL. 80-·:~ s 80-3 3 ,;.:~£~5) 792.40 0 '745) 74:3.745 I 1 1 ~ ELEVATION j l j 1467.9 1645.1 1694.8 1673.0 "1544.8 153~5 I 2 "15"l3,7 1520.6 1448.7 1457.4 1448.3 1436.2 1414 ''7 2349.1 2267.6 . ELEVATION 'j18-=> ":) t;;. t;.;.ac.;;. ;?.163.0 2206.6 22'19 '5 '1462.9 2015.4 2241.8 2212.<; 2075.4 1471 '"l 1477.4 1434.0 1409.2 1414.1 1407.2 20 94. t'5 2340.4 2267.6 ;~077. 4 fj 0 ~.)~ ';) t::. t;.;,l:;. 't- I l I l l • ! I r I l I I l ,, I I ! I ! l I j I CONTROL STATION COORDINATE LISTING PAGE f~-28 SEISMIC LINE CONTROL --R&M THIRD-ORDER~ CLASS II HORIZONTAL STr~TIDNS (Continued) STc~TION NAME NORTHING EASTING ELEVATION SL 80-6 E 80-6 3 "'.)3 0 448 r.:-7':) '74'7) 902 '425 2132.0 )'(.;.. ) ... , (.;.. SL 80-6 w 80-6 .... 'j .... o r.>o•-""67 746,758.569 2206.6 ,!) > t;_:.,!) > r:;. Q ' I SL 80-7 N 80-7 3 1 233,9B7.453 '/49) 492.727 2307.0 SL 80-7 TP··~l 3 ':>'3':'1 33'1 74'"' 749)655.837 22~5t .4 J' ~.;.. ... ,;;. > ' I SL 80-8 TP-1 3,~~32, '761. 346 7~34) 176. 185 2176.9 <:'l 80-8 TP-2 3,23;~,04'1.321 754) 182 I 186 2057.0 i:) .. SL 80-9 s 80-9 3 ':>':)6 1' 0 1:'13 '724 > 652. 977 1481.8 ) t;;,t.;.. ) 0 I ..:J Sl... 80-9 sw 14-B 3 <:)I:) I 1 9""' 4 1 'j 7'=>4 6?9 1!:'6~ 148615 1 r-t-b > I 1 ~:>t." 1-> t;;. • ~ -..;;.} SL 8'1-1 102LB 3;229 ,.250 I 717 7~::c.~ 36' 1::"14 152414 \J\J) b I \oJ SL 81-1 1 O~=!RB 3 ~ 2;~9 > 586 I 9El9 .... !!:'~ ':>()0 199 1~'=' .... 8 t;;.J,.J 1 r-, \Jr-/ 1 SL. 81-10 TP251 3 )' ~~02) 974. 815 713,649 I <;>83 136111 SL. 81-10 rp:.~52 ..., ':>03 1':i1 6?9 .:>1 r-'-) t;.:. 1 t:;. 71 .... = . Q ':) ':> 9 o ..:'1 ~ \.J{J I I f-t-'! 368 I 1 SL 81-11 118LB 3)203i643.963 70 ... J 011::-s::-...,a / )' ... } I I.)~ 1350,3 SL 81-11 TP301 3,204,'1691248 707,098.661 1346.2 SL 81-12 119LB .. 3,205,129.075 703,026~314 134014 SL 81-1 ;~ 119RB 3 ·~oc· 694 = · (: ~r... ...:.~, .~(:):> 703 )' 130 I 241 1347.1 SL 81-2 103RB 3.,230 J 159 I 77'7 752,494~13'1 1 =t6 "l. \J ·0 SL. 81-2 11 <?LB 3~228,73B.700 752,508~354 '!500.8 SL 81-3 104RB 3 > 228 .> 957.318 749,109.781 149212 SL 81-3 TP92 3~228,910.534 749,0951372 14'79.3 SL 81-4 105LB 3) ;.:~27) 8 () 0 1 848 747;54'1.8'12 1478.6 SL 81-4 TP'l01 3 ':) ''j 17 8 ':) 1 9 '7'3 ) t;;, t;;. ~ 1-I \o 747,468.354 '1467.5 SL 81-4 TP81 3)228)659~724 74 17,376 I 071 146811 SL 8'1-5 10~5RB .... ':)':)7 93'1 181::" .:>,.r...r...) I ,J 7471074~57~ 1489.8 SL 81-6 106RB 3} 227 )' 164 I 136 745,/'11~553 1488.4 SL. 81-6 TPl44 3,226;950~977 745,857.603 1463,8 SL 8'1-7 TP408 3;224,536~048 724,143~211 1416.'7 SL 8'1-7 TP4l5 .... ?':)4 1 =3 ':)4 0 ~>t;;.l-) ,J,,ot;;. 724,136.399 ·'418 ':) .1 . It;;, SL 81-8 ·1 '15LB 3,;~18,609.974 721,9021500 '1413,6 SL 81-8 115RB 3,21B,65'i,735 721~301.251 1399.7 SL 81-8 TP83 3,224,058.280 722)707.357 1410.~ SL. 81-9 TP201 3~208~266.749 714,902.196 1369.6 SL 81-9 TP202 3,208,1241942 7"15,137~290 1378.4 SL BH-11 PT600 3,228~623~264 746, '113. 9~37 2062.8 SL BH-11 PT618 3)229)025.027 746;527.424 2109.7 SL BH-12 PT206 3~224,871.654 743~995~075 /::)'190 = 1-. •\.J Sl-I•H-12 PT256 3,225,804~933 7~~4 )' 848 I 696 1943,1 BL QSB PT400 ~5 ':)' ... -""'09 4 I·-~ 71!:'1::" ()'"'8 ·-17 2214.8 \ ,r.....:"J .. ~,,!) • ('j(.'.". 'J ... J > I I c!.. SL QSB PT475 3)23'1 )' 911 I 774 750,872.441 .:;, 1 97 c.· c. • ,,, Sl... SW-lX PT10'1 3 ':)~,::· T36 9~<1 7 44 > 64B I 172 1949.8 ~ r...t;.:. .. J > .. • (.;.. SL80-2X TP 3 1 23r~> 963,109 745)724.325 21 (y9 1 3 SJ.J31-15X PT745 3 ~ 230) 0 06 I 4'7~5 7-'t'7,031.105 t~l63 I 0 CONTROL STATION COORDINATE LISTING PAGE (-i-29 ALASKA STATE PLANE COORDINAT~9 CZONE 4> AND ELEVATIONS IN FEET ~L~V~TIONS ARE LOCAL MEAN SEA LEVEL DATUM BY V~A·> DOPPLER 1 OR INERTIAL OBS~ *************************************~**************************************** SEISMIC LINE CONTROL --R~M THIRD-ORDER> CLASS II HORIZONTAL STATIONS <Continued) STATION NAME NORTHING EASTING ELEVATION SLB0-2 N END 3,232>2B4~884 745,141~239 '=>t a::· a 7 ~ '-} I SLB2-'l N END 3) 22'7) (134 I 345 743,636.377 ;.:065. 0 SL82-1 s END 3 ':>'"->6 a~7 c:-o 3 ) ~/.:;. ) \J • u 743,6071053 145610 SL.B2-2 NE END ..., 'J'J""' 0 'J8 991:" ~ ~ 1-t-1 > t;;. • .;;} 744,630.18'7 166'7 I 0 SL82-2 sw END 3,226)9()51734 744,1271770 t5a7 I :1 SLH2-3 N END ..., 'J'=>'"'' .a a~-18 o ~ > 1-L-1 ) • ,') • ''"'43 ':>1":' t·•7 I >~;;. .;), • 1724.4 SL82-3 s END 3 ':)'".)7 oa:::o ':>81 )t;..t;;. ) .:J ,~;;. 743,106.516 1461.5 SLB2-4 sw END 3 ':)':)'... 'J""'9 484 >:...~;;./,,_I • 742,5331049 1474.7 SL82-4 NE END 3,226,9011998 744 34·:;) r:)t;)l:"' ) /;;. • t._t;.;.\J 1635.0 Sl 8~-L':' M> ._ :u NE END 3 '".) ':) 9 -0 8 'j 8 ·~ ~,;.;.~;;. >.;) ,;:... {..;. 746 > 0 02' 98:3 ;~t39 I 0 SL82-5 sw END 3,227)779.489 743,113,862 1986.6 SL.B2-6 w END 3,227)511.0{31 742,657.583 1'7t 2. 8 SL82-6 NE END 3>227)1171319 744,217.777 17081~ 81..82-'7 NE END 3 '":1':>'7 a::-14 801:" ,~~ ,,J • ;;J 742,963.954 171518 SL82-7 sw END 3,227,371.478 742,6931029 1605.1 SL82-8 N END 3,228;3121336 "4 ':) 8'=>3 89".1 ( t;.,.) t;.,. • t;.,. ;~131.5 SL82-8 s END 3)227)417.570 742)624.269 16't 0 . 1 GP2 SL8;?.-9NE END <GP1 NT) 3,.227,607.801 744) 964 I 195 1872 I 1 SLB2-9 sw END 3,227,3391060 743,9941929 1774.6 SLB2-10 N END 3,.228)640.482 746,103.731 2067.6 SL82-10 s END 3)227,500.090 746)077.812 1701.~~ SLB2-11 NE END 3,227,8561010 746;506.917 '171415 SL82-11 sw END 3,227,1891650 745,143.686 1617.0 SL.B2-12 NE END 3,226)449.010 747,838,383 207811 SLB2-12 sw END 3,225,718.050 745,63'7.226 2037.7 SLB2-13 NE END 3 ':>':>8 ..... ·-r 7.-,r: ~~-t:;_ ) /.;).,_I /.;;J 74t-,290~745 2053.0 SL82-13 SW END 3,227,9971789 745,030.813 20'16.~~ SL.B2-14 NE END 3,230,250.849 745,0551508 2201.0 SL82-14 SW E:ND 3,227,9001267 743>060~443 203716 SL82-15 NE E:ND <KNOB) 3 ':) ':) 8 ~ ':) ':) 6 6 t )' f-1-)' ~~-~-I 74B>072.926 16(15. 2 SL82-15 SW END 3) 22'7) ~,80. 763 747;330~467 1535 ''~ SLB2-16 N END 3) 232 > 987 I 76;~ 745,746,913 2204,0 SL82.,..16 sw END 3,232) •!59 1381 745,041.850 ;=15t517 SLB2-17 NE END 3,234,553.331 743 > 487 I (109 2'172.0 SLFJ2-17 sw END 3,231,141.267 739}428,603 I:) 0 7 4 ';) 1 • .,. a t- SLB2-18 NE E:ND 3,235,8()0,382 746,540.623 2276.8 <''L8-:>-18 ,;, • 1:;.. • sw END 3,2~50 )303. 46:l 742,3831581 ':) •';) 4 ·':> 5 t.;.;.L;. /.,...,, SL82-'19 E END 3_,231>068.147 748,204.094 22()6.8 SL82·-19 w END 3)229 1\940 I 024 746,966.785 2200.4 SLB2-20 NW END 3 > 233 > 6 0 ~5. 144 74;=) 469 I 981 1994.7 SL.B2-20 SE END 3 1 231,06B~147 748)204,094 ':)':) () . 8 1-t:;. b. Sl...t3~~~H21 E END 3>231>911.666 750 > 872 1 20<7 21 <r7 I 6 CONTROL STATION COORDINATE LISTING Pr~GE A-30 ALASKA STATE PLANE COORDINATES <ZONE 41 AND ELEVATIONS IN FEET ELEVATIONS ARE LOCAL MFAN SEA LEVEL DATUM BY V.A.1 DOPPLER 1 OR INERTIAL OBS. **~*************************************************************************** SEISMIC LINE CONTROL --R&M THIRD-ORDER 1 CLASS II HORIZONTAL STATIONS <Continued) STATION NAME NORTHING EASTING ELEVATION SL82-21 w END 3) 2:31 > 427. 832 749)795.764 2185.1 81...82-22 N END 7 ':)'3-.. t:" 1 7 6 ':) 'l 75;~ > 0 t 7. 745 'j':)'"'O I .:>1 e;;.-..,J 1 v . ~ t-t-1 • 0 SLB2-22 s END 3)230}387.270 751 1 49B.628 1981 . 1 SI...B2-FL1 N END 3) 2;~6) 731 . 371 756,119.046 2180.6 . , , , . TRAV PT 3} 2 0 8 ,57 6. 1 '1 9 769,305.397 2506.4 SLB2-FL'l s EN:O 3>208>301.267 7' 9 ~':)lj 931 0 ~-..J~t-• ·~ 2539.4 SL82-FL2 w END 3)227,430,914 773)636.412 2202.2 ~, .• _,,'TI~AV PT 3 ':)':) 0 ~'j''::> 381 ,) ;_~ } -..J e;;. j .... 8 .... -'81 '::>':l7 I I > ~ , t.-t-2408.0 TR~lV PT 3)220,-470.104 787,585.758 2408.8 SLB2·-FL2 E END .... 2':> 0 0' 7 1:'(18 ,J,.-t,M > {;) 1-..J 7BB~45'1.90t "j3':>9 3 r... t:.. • SL82-FL3 N END 7 r.>'::>() 84() ';)'j8 .;.} ) 1...1:.. > • t.:.t-t 7~J0 ,89~5. 076 ;~331 I~: SLB2-FL3 s END 3,215 1 !3<13~ 040 '75~5,."198.611 231'719 TEST HOLE CONTROL --R&M THIRD-ORDER, C~ASS II HORIZONTAL POSITIONS STATION NAME NORTHING E:ASTING ELEVATION 3~:~-331 B 3 '::) ':> "1 7 ':> .... 4 4 ~ ]C...l;;...Jo ,_,,,.;::} 611,9661409 1422.0 3 -=> 3 '3 ·==> B c;;;.-... ,_ 4 3;o22'1>897.665 614,217.161 1405.3 3i:: .. -332C 3,224>05t31287 '722,707.349 1361.4 32-332D 3,228,660.588 747)375.572 1336,3 32·-332E .... 2':>"'' 1 0 •:) 80 6 ~,. t.:.:.,!>, '-·· 6'16,111.532 1209.8 3?-.33'jZ .... ' ,_ 3,222) 1 '77 I 000 615,974.181 14l8. '1 AH D-1 3 ,2.~33 1 092, 4Bl 749,497.169 r.)':)61 ..., t-t-, I ?1H D·-·1 0 3)236,284,520 752,24!:). 001 2357,8 AH D~~ 1 '1 3 'Y''6 r,:.~•:> '194 1 e;;..j ,.t:..ut-• 753,.856.379 <:i31:"8 0 C... <>:h I AH D--12 3 ~31:!' 9-'t::' 4 "'9 >'-' \J> .,.");:,11 <'; 7~i6,. 0'70 I 885 233719 Al-l D-13 3>236,90'7t54~: 750,102.940 232612 AH D-14 3)235,704.579 748 )' 951 I 39'7 ':j':j7~ "' t-1;;. t;;., I AH D-2 3_,235,215.701 752) 02(7 I 789 ':l3"'%'lll' 3 t-~u, AH D-3 3,235,503.647 754 1 1B8.305 '::>3":'1'9 9 e;;. .. .;) . AH D-4 3) 23:3 > 757. 86:3 7541132.947 2255.0 Al-l D--~s 3,231,331.928 748>197,232 ':)'"'\1 6 (;. t~ ' AH D-6 3 '::>3'=> ""''4 ~ot ~c... t-;.iO ,-..J 74t3,863.200 '::)':)6'::) 9 e;;.~ e;;.,, AH D·-'7 3 ~ ..... ~ o~'::) B43 749,878.017 2242. <; ) ,_ ... ")e;;_) -..Jt;;, I . Al-i D-8 3 -~-;.3 ~:,)I::" 134 750,543,8'17 '::) •:, 7 , 1 )C....:) )'Je;;.-..J, t;;., t-(.1 I AH D·-9 3)234,.384.9'7'1 752>194.544 i::3 '1 9 , '1 AH E-1 3 > 224) {35(1' 603 .... '::)~ ~·"''"' -~9 1424.5 ;,_,J,-..J/,:') '~.') AH E:-2 3) 226 .~ 923 I '789 728)040.480 146~'5' 3 AH E-3 3 > 22/') 564' () () 1 729>46'1.517 1456 1 1 CONTROL STATION COORDINATE LISTING PAGE (.i·-31 Al-ASKA STATE PLANE COORDINATES <ZONE 4> AND ELEVATIONS IN FEET ELEVATIONS ARE LOCAL MEAN SEA LEVEL DATUM BY V.A., DOPPLER 1 OR INERTIAL OBS. ****************************************************************************** TEST HOLE CONTROL --R&M THIRD-ORDER, CLASS II HORIZONTAL POSITIONS <Continued) STATION NAME NORTHING EASTING ELEVATION AH E··-4 3,227,354.395 730,964.959 1443' '7 AH E-5 3 ·~·":~/' 90~ C':':/4 733,695.901 15B0.5 >r-t-> e;.;.1"Ue;.;. AH F-·s::-rp 3,227)919.351 733,667.867 . ,J Al-l E , -o 3 .. .)':)I-6' ':) 9f 9 }e;.;.e;,;.-;)~ bt-• J 7~?.'7} 591 . 760 t4:3618 AH E-6TP 3 ':)':)c:-t f. 1::-·-1 8 0 } e;.;.t:;.,J) 0 :>-..J 1 I 727,570.759 "14::~6. 8 Al-l E-7 3 r.> 'j 8 r.> '".) '":1 6 ·~ C': )t;,;.t;,;. ;-t;..t;.;.t;,;.. ,.,.:~ 733 } 226 I 21 •1 1469.3 AH E--8 3>229)B42~487 734,22"1.993 1504.0 AH E-9 3 .. .)30 3Qr.> 11!:) -) ,;_. ) I t;,;. I t:;. 735)346.682 1524,8 AH G••n1 3 ':)':)'".) 71::':'::) 997 ~ 1-~t:;. > -..Je;.;.. 61 7) 149 ''71 '7 982.3 AH G·-1 0 3,.22:1 > 098.983 61 '7) 231.777 9BO.O AH G-4 3,223;143.311 61'7,472,138 98:3. 1 AH G-9 3,222~B70.961 617,229.646 9'.'? 0 ts._. AH H·-1 3,201,500.966 718;407~622 ~1'=>7 r;:· t;,;. L;. ' ,,J r~H H-2 3,206)t500 .329 720 ,5~54 '4'11 1970.9 AH H-3 3,204;6431051 7 :l 9) 627 '492 2079.6 AH 1-1-4 3)205,876.535 721 ,5<.t2~5t8 2064.5 f.:lH l+-5 3,205,028.142 725)347~76'1 2186.2 AH H-6 3,204)474.698 729) 194 I 2'73 2'18110 AH H-7 3,203,2'12.918 721} 2;.:.~2. l'?6 21BtL 4 AH H-8 3 ';)03 l .... C': , '6 1 ,;.. , /.:~,oo 718,5591861 209~3. 5 BH 2 RE-TIE 3,227,724.930 742,040.017 1838.6 BH 3 3)228,196.707 744,104.510 2150.6 BH 6 3,226,922.454 744)256.077 1608.8 BH 8 3 ';)';)~:!" !::"81::" 9, 7 ') ~e;.;.J) J. ,J. b 744) 481 I ~539 1979.7 BH DC-1 3,223,408.104 615,929.975 14'131'7 I~H DC-·2 3,223)136~871 616,101.097 '1213. 4 BH DC-3 3~222,146.100 615' 883' 446 . 1398.0 Bl-1 DC-4 3 '":1 r.> •;:. 0 0 3 t:: 7 ';) \ ) ,;_.t:,;.~} ' I .:1 t;;., 615~9(11.511 t3~';) 6 .:It-I BH DC-5A 3)222,960.949 616,645,912 9?4.5 HH DC~-5B -'J'!)':) <763 , 36 ~,,;..t;;.t;..) 10 616,637.788 976.6 BH DC-7 3,221)701.102 6:l6)133.105 1351.0 BH W-1 3 ':)'"~7 94':> ':)8l ... ',;..t_ ) t;,;. I~. I 743 > ~H34 I 635 2049.7 BH W-12 3,225,624.171 744,.5151451 1975. '7 BH W-3 3 ,..)':)8 196 , "3C" } t;,;.~ )' I Q, \J 744~102.963 2150 ,'7 BH W-4 3,)228)421.368 743)470.861 ~2187,8 DH 2.1 3) 226 )' :'592 I 816 744 ~4~38 I 108 '1477 12 TP l 3 > ~~22, 1 63 . s ·1a 616,002.311 141.3. '7 TP 9 3,230 )' 054 I 8'72 7 3 6 ) 1 2 9 • •i 71 1785.0 TP A 3,.226,298.052 727,815.549 l458.1 TP f,{ 3,228,734.143 725,005.620 ':)111 'J ~ \ It;;. TP E-'1 OA 3 ~':)9 '1 .'7.';) 6 7'1 734) '182 I 6 78 '1500.7 ... > ~;;.~:.. ,) wt-, 1'P E-10B 3,229,095,511 734,'169.869 ·t493.7 CONTROL STATION COORDINATE LISTING ''"•;) PAGE A-.. ){.., ALASKA STATE PLANE COORDINATES (ZONE 4) AND ELEVATIONS IN FEET ELEVATIONS ARE LOCAL MEAN SEA LEVEL DATUM BY V.A., DOPPLER, OR INERTIAL OBS~ :v. ., •• :V :V .v. •• v. .v. v. " "· ·~ -~ * * ·i* .X· ·X· ·~ ·X. * ·l* ·}{-·>* ·X· * * * ·>* * ·x ·>* .X· * ·>* ·>* :):; * ·>* ·>~ *.X· * * * ·x-* ·>* ·~ ~· * ·>* ·>* * ·>* ·>* ·>* ·>* 1* * ·>~ ·X: ·X: *·X· ·X· * ·X: ·>~ ·X: ·X· ·X· * ·X··>* * "H * ·1~ -7< .,, •• ,.. w ·r~ ''"' .,. .. ,~ w '" TEST HOLE CONTROL --R&M THIRD-ORDER 1 CLASS II HORIZONTAL POSITIONS <Con'tinued) STATION NAME TP E-11 TP E-12 TP E-14 TP E-15 TP E-16 TP E-'17 TP E-·18 TP E-19 TP f.:: .... 2 TP E-20 TP E-21 TP E-3 TP E-4 TP E-5 TP E-6 TP E-7 TP E-8 TP E-9 BH w 3 -·· BH W-4 AH15 TPAH15 AH16 AH17 TPAH17 AH18 TPAH18 AH19 Al-120 AH21 TPAH21 AH •:>':) 1 .... ~ AHl~~5 AH24 TPAH~~4 AH25 TPAH25A TPAH25t{ AHf:!6 AH1?.7 TPAI-127 Ai-128 NORTHING EASTING 3} 229} 951 . 9'16 734}8991253 3 ";)3 0 1::' 48 03~ >(;;. )IJ I ,,J ""3~ 1_,-..8 04 I I ,J>I.!> , t> 3 ·:>~9 8''8 897 ) r;;.,;.. ) -.) ' 734) 22~5. 374 3 > 228 ,) 22'7 I 690 '7'-'3 ~~!::" 841 ..:> . > r;;.,J;;:J • 3 ':)·:;)8 '1 r:7 'l ~6 } t;;. c. ) . ,.J • • •. 1 732)604.665 .... ~'::}7 ..... 90 'j6':> .. "> > (;;.(;;. ) ..:> .• (;;. (;;. 730 > 9/'9. '761 3 ";l':'J'7 I::' 64 9'~8 } !;;.!;;. } U I l:.o 729}457.654 ._ ~"I~ 9 ':) '') 4 8'1 ,:>,t;;.t:;. )> t..;.(: ... 728) 040 I ~586 3 ·::>~~ 979 84 .. )t;;•I-.U) 1' t:) 725_,778,712 3 ?':)I::' 6'='7 160 ) t;;.t;;,;;:J) W I 727,606.164 3}224,852.327 7-':)c:' !::"~ l 3'=>7 !;., .J ) ;;:.};:;} I . {.:;. 3 ~':)· 9'"'8 11::'"1 >t;;.t;;.O) I , ,,J 72'7) 5;~4. 694 3}226,437.893 '72'?} 429. 996 3 ?':>7 79r:. ?'3"" 1 t;;.t.-1 ,J, t;;.• I 728>668~668 3}226}874.409 729,422.425 I 3,227,8911656 '730 1378 I 767 3}227}392~164 733}033.324 3 ':)";)8 '"'14 o~a ) (;;.(;;. 1 I I /-733}199,615 3 ~':)8 '19 I 6 "YI!.~ ) /;.,~ ) t:) I ..,')..J 744,102.963 31228142'11368 743)4'70 1861 3,235}7601575 750)189.600 3_,235,7201386 750,'100.423 3}233,517.358 751}996.54'1 3 1237>890.59B 752,192.742 3,236}930.436 7~j 1 } 420 '8317 3 ";)3~ l'"89 '7';:,1 _,/;., ;;J_,;J I {-754,175.902 3,236}219.078 75tJ > 39 () • 856 3,.233, 072, '189 750}445.133 3,231,7291189 744,657 I 9:~7 3}234_,649.131 747}467.491 3)234 ,629 I 0'1 0 747}435.487 3,229,531.973 746,96'1.108 3)232)869,850 744)335~700 3,23'1,079.765 741}249,859 3)£~30,,909.198 741,318.780 3}232)610,835 74~ "J6';) 41::'6 r;;. > ~ (;;.. ,J 3}232}'10914'15 741)95B,434 3~233l418.244 /'42) 849 I 436 3 > 230 ,658 I 056 746}5981166 3}23'1,'126.363 749)709~245 3}226)7881701 748}21(),256 3 ".)3':) 78'1 8" 1::' >t;;. t-> ' .I.e# 751}609.671 ELE'JATION ~ 1 ':1 "/ 1,:;} i., I 15:34 I 9 1513.0 '1468. 3 1463.8 1441.7 1455' '1 1464.7 143616 14:35.0 1425.4 1464,2 1454.9 14701'1 1443,4 1450.7 '1450.2 1476.7 ')11!:'0 7 r.;. ... J • 2187.8 231319 ':)31J'j 4 (;;. r;;.t;; •• 2273.3 2386.0 ':)...,78 "'.) ,;_..!) • t- ?34 ........ r;;. .~ • I 2367,7 2264.1 ':>161::' "J r;;. ..:.J t t-. 22'77 .6 ':>':)7 7 i t.;.r.;. • ~ 2095,4 2165.6 216915 2196.4 19<.»0.3 ".>08':> 0 ~ /~,.I ':)101!:' 6 1-;;:.} I ') ';) 1 '7 I:.~ {_t.;;_ I '<\ ';)t r.:•t 7 ,_ ;;:.} . 20t161J) 2228,7 CONTROL STf:JTIOi"l COORDINt;TE LISliNG Pf4GE A-~33 ALASKA STATE PLANE COORDINATES CZONE 4) AND ELEVATIONS IN FEET E~~VATIONS ARE LOCAL MEAN SEA LEVEL DATUM BY V,A,1 DOPPLER 1 OR INERTIAL OBS~ ****************************************************************************** TEST HOLE CONTROL --R&M THIRD-ORDER, CLASS II HORIZONTAL POSITIONS <Continued) STATION NAME NORTHING EASTING ELEVATION AH~<t 3,238,~~'57 1761 75 7 ) 1 7 4 • 31 '7 '";}4 •! 3 ~~· (." I ,J TPc~H29 3) 238 )' t?-6 0 I 889 757}140~240 24"14.6 AH31.l 3) 231) 06:~ I 068 '746} 716.269 ·';)':)':) 3 '7 l. .. t;;.e;.., • TP r~H30A 3>231,0601552 746) 22'1 I 050 ":)':)'"' !::' 8 1-t-C"0 I . TP?1H30B 3 ':!30 9.1 ... } -"7•t." }!;.;. •' 0/.-: .J 746,512~464 ;.~235 i '1 BH'l2 3 ':)<;)a::> I oJ4 4 •J ';) )c.:;.t;;.\J){:)t;;., I ,.(_ 744)515.148 '197514 Wr~ '16 3)238,364.465 rye:: ... .) .... ~(j) ~-4 I ... Jc;.) /._1 't:;,.!) ".)411!:' "'J c.:;. \Jic;;. 3'1-704D 3)220 > '705 '47'1 '746) 582' 749 2596.1 31-711 3 ;:)13 612.142 . }' -,} . --760)148.375 ;:.3E~6. 8 SL.80--2X TP 3) 232 ~ (163 I 1 0 9 7 4':;-'i"j4 3'?J::': ;;;~) 1M; ! c;;.."0 21<1<1.3 SL81-15X PT745 3)23010061473 747 }' 03'1 I 'l 0~5 ~~163.0 SLB0-2 N EN:O 3,232>2841884 ""4C:: 141 •"Y-'9 I "0 > , t.-~ ';)'11::'8 7 ,_ ... , ' I I WATANA AIRSTRIP CONTROL --R&M THIRD-ORDER> CLASS II HORIZONTAL POSITIONS ·ll STATION NAME NORTHING EASTING ELEVATION 0+00 3) 230) '794. 142 745) 1737.980 2236. (:> 32+00 3>232,404.503 748}502,817 2268.7 39·+-00 3,232)756.687 749,107.672 ') ':) 6 9 I;) c;;..t,;;, ,c.:;. 60+00 3)2~53)813 '7<?8 750)921.730 228<.» '4 lTECH SURVEY CONTROL --TRI-STATIONS RECOVERED & COORDINATES USED BY IlECH STATION NAME B(41 ... D jvjQlJNTAIN BULLION-R.M.I. CHENA WI~:ST l~ASE GAI~NER IBLE WILLOW NORTHING 3>035>9501549 2}819}746,419 3) 973) 1 () 9 • '14~5 3}595,202.056 I:J r.:''"" '03 1:::30 c;;.>\JQ~~b ,;::,, 2188'1,320.711 EASTING I:' 4'=> '147 -JI!::3 \J 4,. ) I 4,. -:;j 5:?>7) 353 I 948 832,608.408 665)905.927 1:::47 1'?l::: 50'1 U ) !;.;.\.)I 5r52, 164,612 ELEVATIO~l 463,8 24' 1 I l CONTROL STATION COORDINATE LISTING PAGE A-:34 ALASKA STATE PLANE COORDINATES <ZONE 4) AND ELEVATIONS IN FEET ELEVATIONS ARE LOCAL MEAN SEA LEVEL DATUM BY V.A. > DOPPLER, OR INERTIAL OBS. *******************************************************************~********** !TECH DOPPLER CONTROL --DOPPLER SURVEY CONTROL STATIONS ESTABLISHED BY ITECH STATION NAi"''E NORTHING EASTI~iG ELEVATION 1000<ITECH) 3,973,102.844 83'=> , 0 ':> 1::"/j':) 463.3 ~) b f-. \J~~ 1 00·1 (!TECH> 3,717,554,000 613,606.740 818.;~ 1114(ITECH> ';) 8 .... 1::" 7, 1:." 890 493,963.497 20(? I 7 t;;.) .!),J) thJ I 13-·403/.13403 I TECH 2,645,020.222 S:."O'"J 411 'jt::'8 8115 J t;;, ) I ~\:J 16-505/16505 I TECH ':> .... t3 1::''"'3 9';) 1 460) 897 I 137 9210 '-)11. }'J/ It- 3-723F/3723F !TECH 3,888}447.592 6 7 ,.J t:· ':> 0 7 ':> 1::" 52911 {;,,) ,Jt:;_ I I L,,\oJ 61;:~<ITECH) 3,602>159.797 667,757.400 1413.6 65'15(ITECH) 3 ~~1:' ..... ..,.".) 1::' 1 7 692,603.849 200410 ) .. J ;J "' ) ..,') .;) t;;., I \.J 7""722F /7'722F I TECH 4,862~46'1~293 • 1:'1'.) 931 6 "1 0 thJ~' \ l • 590,1 ITECH INERTIAL CONTROL --INERTIAL SURVEY SYSTEM STATIONS ESTABLISHED BY !TECH STATION NAME NORTHING EASTING ELEVATION 1-103F/1l03 I TECH 3,972~170.2BO 824,1991650 481::: ':> \.J • ,_ 1-109F/1109 I TECH 3,969,309~610 8'19,9~50 1810 547 I (y 1-·227F I 1227 !TECH 3,985,.228,620 820,'742,640 646.0 1-'=>':)9F /1 '':1':>9 '··'-''"t;;. I TECH 3,985)200~010 809,263,"100 153811 1-307F/1307 I TECH 3,965,172.900 773,623~4'10 51315 1·-311F/t311 I TECH 3,969,3171240 799,2B8~390 84218 1-320F/1320 I TECH 3)954,7611350 780,961~780 14 0 ' '.) 0 I(," 1-327F/l32'7 I TECH ~1, 94<1, o;?.o I 51 o 789,363~040 1605.6 1-425F/1425 I TECH 3,949,512.070 770}6981080 6'111<; 1-432F/1432 I TECH 3,944~426.500 748} 5;?.5 I 370 48213 10-807F/10807 I TECH 3,679,6491820 629,693.800 104118 1 0""818F /'1 0818 I TECH 3) 6/'() > 73'1. 30 () 628,626 I '120 1211,6 10-828F/10828 I TECH 3,662,267' :330 638)185,600 100B.2 11 .. "808F/11808 I TECH 3>64~3,:'3911990 637,507.050 '1558.5 11-809F/11809 I TECH 3,648,362~030 641)4311850 1253.3 '11-827F /"118~~7 I TECH 3) (;:,29 > 138. 1 '7 0 646>6011550 133i.4 12-706F /1 ;~706 I TECH 3) ~) 19) :50 4. 64 0 66'1)799.620 118011 12· .. ·707F/'12707 :r.TECH 3l6'12,4'15.880 659,828.9BO 1370.7 12-'716F/l2716 I TECH 3 1 609 1 10B.200 6""~ 9/':J 8'""'0 It:..) t;;. I • I 1888.1 12·-719F /12'7'19 I TECH 3 i' 6 0 1 ) 68'7 I 41 0 662}52'1.450 15'1'711 12-734F/12734 J:TECH 3,595,746,920 676,3491670 1890.4 '12·-812F I '12812 1 TECi~~ 3 > (:d 51 f~69 I 7 '1 0 657,.0921020 13<?813 t2-s·1s1::-/1281 e; I TECH 3,610,390 ,4/'0 645,. 7\ft'y I 24 0 160217 '13-406/13406 ITE.CH 2 '649) (113 I 25 0 48(?) 9<y4 I 50 0 10,5 13-708F/13706 I TECH 3) ~19 0) 355 I 56 0 666 '753 j £~20 11:'8~ ;J ,Mio 13·-708F/13708 :r.TECH 3 C'/"' ':)1::'7 ""':) 0 > .. n:H:> , t-,J , ~ ~.;;. 668,6541310 1'"'""3 9 I\';) I CONTHOL STATION COORD:ti'~ATE LISTING . : l PAGE A-35 ~LASKA STATE PLANE COORDINATES <ZONE 4) AND ELEVATIONS IN FEET ELEVATIONS ARE LOCAL MEAN SEA LEVEL DATUM BY V.A~~ DOPPLER 1 OR INERTIAL OBS~ ****************************************************************************** ITECH INERTIAL CONTROL --INERTIAL SURVEY SYSTEM STATIONS ESTABLISHED BY ITECH <Continued) STA'"'ION NAME I I . . .. NORTHING EASTING ELEVATION 13-812F/138'12 I TECH 3) ~i85} 7 0 9 . 97 0 6~j7 ~ 778 I 690 :5759.8 14""309 /1430<? I TECH 2,672,666.680 533,448.210 l '::S 8 . t-. 14-310/14310 I TECH 2,675,692.500 537) 7701130 146.3 14-315/1431 ~5 I TECH '=> 6'B ........ "., 0'70 t;;.> (:>.)//,';}, ,-.... 6 8 .... '1 9'=>0 \),~ ) I I (;;;, 140.7 14-406/14406 I TECH 2) tJ81 ) 944 I 31 0 488,200.920 99 I '7 14-413/14413 I TECH 2)668,8'76 I 6'1 0 5'15, 765 I 43,0 B4.0 14-415/14415 J.TECH 2)666,4531520 502,966~430 16214 14-416/14416 I TECH ':) I 68 ljJ!:'':) 38 0 t;;.>b >t;;.,Jt;..l. ~500)9'131890 14314 14-417/14417 I TECH 2,668,'785.000 494,186.520 15116 '14-421/14421 I TECH 2,662,014.840 499,920.300 '7B. 4 14-427/14427 I TECH ':) 61:::6 6'-1!:' c·ao '-} \:1 ) ,') ..J • \,} 503,601~600 9518 14-502/14502 I TECH 2,68.0,473~6'10 4'77) 015 1'130 85.0 14-524/14524 I TECH 2,663,556. 9'1 0 484,5021580 71 . (7 15-512/15512 !TECH 2,708,039.790 486,7311680 '!~':> 9 ,Jt;.. •• '15-514/15514 I TECH 2,701,3031670 4'76,2081400 100.7 '15·-522/ 1552;~ I TECH 2,694,858.920 4'71) 405 I 280 85.3 15-524/15524 I TECH 2,694,735.460 482,163.050 107.:5 16·-509/1t:,5o4 I TECH 2,738,8861380 466,390.990 11;~.2 16-526/16526 I TECH 2,722,670.420 476,278.700 79 I 1 16ww533/ 16533 I TECH 2,7'18,630.300 467,990.220 83,7 17-504/17504 I TECH 2,775,105.590 467,677.550 130.<) 17·-520/17520 I TECH 2,761,237.080 460>027.630 1~~0.1 18-504/18504 I TECH 2,807,602.050 468,877.320 154.9 18"w505/1 B50~5 I TECH 2,806,631. 3~~0 458,948.110 10'1.7 18-509/'18509 I TECH 2,800,8311140 464,715.920 1 ~55 I 8 18-520/18520 I TECH 2,789,689.780 462,110.870 1B7.7 1 B-53'1 /18531 I TECH 2,778,141,190 456,576.100 131. ~~ 19·-511/19511 !TECH 2,831), 7;~4. 670 477,507.440 171.3 19-513/19513 I TECH 2,829,067.360 484,392.750 181.4 19-524/19524 I TECH 2,824,636,360 480,962.020 18~~ I 4 19-527/19527 I TECH 2)817,853,260 470>304.070 16>7. 3 2-408F/2408 I TECH 3 > 9~31 '69 0 t 7 'l 0 749,) 8~~8 I 480 '102'7,9 2-409F/2409 I TECH 3,928,182.670 751,555.890 1:::9 I I:J .J '"tot;;. '" •::-t3F /':>•=·13 c.-,J ,_,J ITE(~H 3 1 <ti?-5) B9B I 68 0 738,633.040 1:::1:'1 ';) \:) \,J I t;.., 2-520F/2520 !TECH 31923) 45E~ I 370 716,944.730 t:'B'"" ~~ \:1 ,,, 2-~i27F /2527 ITI::CH 3,9'17,510.540 727,816,{360 69(') '8 3-504F/3504 I TECH 3,908,1821490 726,752.040 585.0 3-~::; 0 6F /35 0 6 ITI~CH 3,905;-8~?.5.510 712,308.020 570,2 3-617F/3617 I TECH 3,896,290~860 689 ~ '13'1. 610 53'7 I 'l 3·-619F /36'19 I TECH 31890 ,388, 5C)>() 684 > 45(1, ~5() () 533.8 3-·626F /3626 ITE:CH 3) 883) 5'1 ;~I 880 702,.516.600 3(: ·::s 9 :> t-• 3-'i'25F /3725 !TECH 3 1 887 > 3(~4. 48 0 6 7<( > ~3;~3 • 0 () 0 1!:' •:> ':) 3 \Jt;..,t;;. I CONTROL STATION COORDINATE LISTING ALASKA STATE PLANE COORDINATES <ZONE 4) AND ELEVATIONS IN FEET ELEVATIONS ARE LOCAL MEAN SEA LEVEL DATUM BY V.A.1 DOPPLER, OR INERTIAL OBS. ****************************************************************************** I TECH INERTIAL CONTROL --INERTIAL SURVEY SYSTEM STATIONS ESTABLISHED BY I TECH <Continued) STATION NAME NORTHING Er~STING ELEVATION 3-734F/3734 I TECH 3,877,803.030 665>588 .140 493. '1 4·-605F /4605 I TECH 3,874~2'16,800 685.)8'10,230 -:f1:.~3 3 -.J ,,, ~ • 4-703F/4703 I TECH 3,873, 123.71 o· 665,724.210 353,7 4-'71 OF I 4'71 0 I TECH 3) 868) 133 I 150 670,064.030 354.0 4·-716F/4716 I TECH 3,865,102.260 662,131.990 355.0 5-703F/5703 I TECH .... 84'~ oa::-7 .:::40 ~, t-) ... , .~ 673,545~700 382.2 5-·704F /5704 I TECH 3,843,824.990 663)686.710 -s·::> ~ .!) . {;;, I (;;;. 5-727F/5727 I TECH 3,847,3:351740 662,366~170 374.C 5-72BF/5728 I TECH 3)822,940.390 667)935.000 ~ (o-j7 '.) £.;... • t;.;. 6-708F/6708 I TECH 3,808~6701060 662,349.9lu 44(.~. 5 6-715F/6715 I TECH 3,800,139.070 673 .. 893. 3:~0 479.0 6-'733F/6733 I TECH 3 , ... a~ .:::42 oa::<o ,, \J,,J .• ,J 668,807.460 516.4 6'1'14<ITECH) 3,573,682.170 675,902~930 1573,8 61 '17 < I TECH) 3)5(J0,600 1850 680,334.560 1558,i 61:~<ITECH> 3 .. 60'1,167.810 670,814.'170 1268.7 6'19<ITECH) 3,594,341.230 67~,948~460 181.7.9 7-709F/7709 I TECH 3,785,542.050 668}807.460 516,4 7-710F/7710 I TECH 3 1 771,B54.350 674,8701370 56819 7-825F/7825 I TECH 3,758 .. 8491570 652,384.670 563.0 8-706F/8706 I TECH 3,748}'6711840 654,435.300 593.5 8-804F/8804 I TECH 3,'/44)551.550 633,43Q,360 6~6 &:;• \;} ,.:.;.~ 8-B15F/8815 I TECH 3,736,296.720 640,480.790 685.4 8-818F/8818 I TECH 3,73'1,142.350 625,499.340 785.1 a-(r35F ;e<r35 I TECH 3,7'17,654,940 614,064.470 779.5 9-902F/9902 I TECH 3,712)013.480 616,9881010 ao o I ~s 9~"91 OF /9'11 0 I TECH 3,710)397.000 612>536.600 910.8 9-926F/9926 I TECH 3 > 695} 884.3£10 6l 7 ~,..)t ~~ 0 )t;;.,;;.,)~t;;.\J 956.0 ... ************************** STATION NAME--CLEAR MONUMENT BY--CGS RECOVERY BY--RNC YEAR CP 1923 1930 MHS PAGE--A-37 R E C 0 V E R Y N 0 T E *****~******************** STATE--AK COUNTY--3RD JUD. DIST. QUAD--N62149130 STA-- REACHED BY PACK TIME HGT OF TELESCOPE MKR TYPE--TRIANG STA DISK SEE DESCRIPTION HRS MIN METERS CONDITION--COOD HELICOPTER 00 HRS 00 MIN 1.5 METERS CODE MARK TYPE ********* SETTING/LANDMARK TYPE ***********~***************~*********** MAGNETIC PROPERTY SURFACE--D85N SURVEY DISK SET INTO DRILL HOLE IN A PARJ.:(,,.\ll Y EXPOSED BOl.llDER NO MI\GHETIC MATERIAL THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN CGS CONJROL DAT~ DESCRIPTION. A 8 FOOT SIGHT POST WAS ERECTED AND CENTERED OVER THE STATION MARK. FLUORESCENT ORANGE 2 BY 2 FOUT TARGET SHEETS WERE SET AT TOP OF POST WITH THE BOTTOM OF THE TARGETS 6 FEET ABOVE THE STATION MARK. **~VH~MHH*MHH~MMMMKH STATION MAME--32-333 ~lOHUNEHT BY--R~tC YEAR 19SO PAGE-··A-ll 3 s T 1\ T I 0 tl D E s c R I p T I. 0 N ~OHOf~.'lt!)tif=iOOE¥.M~~H~¥.M¥~E STATE--AK COUNTY--3RD. JUD. DIS. QUAD--H62149140 STA-- CP REACHED BY PACK liME HGT Of TElESCOPE tHIS NKR TYPE--TRAV STA DISK HELICOPTER 00 HRS 20 MIN 1.5 t1ETE:R3 CODE MARK TYPE HM*KHHHHM SETTIHGILAJ~DMARK TYPE NMMHKKMMHMHNMNKXM*MMMH*MHHHMM*MHMMMMHHM MAGNETIC PROPERTY SURFACE--JHOI SIJP.VCr' DISK CRI11PCD ONTO A METAL ROD DRIVEN ONTO HIE GROUND N~~R IS A STEEL ROD ~t~:~it:r.~ ~~P..O U tt D--H 0 HE STATION IS LOCATED APROX. 3.3 MI. OH AN APROX. TRUE B€AR1NG OF 577E FROM THE JUNCTION OF THE SUSITHA RIVER AND PORTAGE CRK. ON TOP EDGE OF ROCK CliFF APROX. 0.4 MI. N OF THE SUSITHA RIVER AND APROX. 4.9 SW OF TliE WEST END OF HIGH LAKE. STATION ltlAS REACilED BY HELICOPTER loJHICH CAN LMW APRO~'C 0.3 N OF THE STATION ON TOP OF KNOll IH CLEARING. STATIOII IS i\N APROX. 20 MINUTE PACK DOl~tlSLOF'E TO STA fiON. ST.~TJON IS A 3-l/4 INCH ALmiiNUN DISC STAt'IPED---32-333 RNC 1980---CRIMPED ON A 5/8 IllCH STEEL ROD DRIVEtl APIWX. 26 JIICIIES IU ROCK. HO REFERENCE MARKS WERE SET. 8 fOOT ORAtlGE SIGIIT POST I;JAS CENTE~ED Atm GUYED OVER DISC. STATION IS LOCATED APROX. IN PROTRACTED SECTION 33 T32H RlE S.M. AK. ********~*********** STATION NAME--32-426 MONUMENT BY--RMC YEAR 1980 PAGE--A-114 S T A T 1 0 H D E S C R 1 P T 1 0 H HHMKMWMHMHKHHKHHHH~M STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62149110 STA-- CP REACHED BY PACK TIME HGT OF TELESCOPE MftS MKR TYPEu-TRAV STA DISK HELICOPTER 00 HRS 00 MIN 1.5 METERS CODE MARK TYPE HHHHHMKHH SETTING/LANDMARK TYPE ***MKKHMMMHHMHHHHHHHHKHHHHHMHHHHMMHHHHH MAGNETIC PROPERTY SURFACE--DlOI SURVEY DISK CRIMPED ONTO A ME1AL ROD DRIVEN OHTO THE GROUND MKR IS A STEEL ROD UNDERGROUND--HONE STATION IS LOCATED APROX. 0.9 MI. ON AN APROX. TRUE BEARING OF H39E FROM THE JUNCTION OF THE SUSITNA RIVER AND DEVIL CRK. ON T•IE TOP OF A PROMINATE ROCK KNOll APROX. 1.0 MI. N OF THE SUSITHA RIVER AND APROX. 2.7 MI. E OF THE EAST END OF HIGH LAKE. STATION WAS REACHED BY liEllCOPTER WHICH CAN LAND AT THE STATION. STATION IS A 3-1/4 INCH AlUMINUM DISC STAMPED---32-426 RMC 1980---CRIMPED OH A 5/8 INCH STEEL ROD DRIVEN 25 ItiCHES INTO ROCK WITH TOP OF DISC 5 IHCHES ABOVE TliE GROUND. NO REFERENCE M~RKS WERE SET. 8 FOOT ORANGE SIGHT POST WAS CENTERED AND GUYED OVER DISC. ST~?ION IS LOCATED APROX. IN PROTRACTED SECTION 26 T32H R2E S.M. AK. ******************** STATION NAME--32-431 MOHUME~T BY--RMC YEAR 1980 PAGE· A-115 5 T A T 1 0 H D E 5 C R I P T I 0 H MM*************HMHHM STAlE--AK COUHTY--3RD. JUD. DIS. QUAD--N62149110 STA-- CP REACHED BY PACK TIME HGT OF TELESCOPE MHS MKR TYPE--TRAV STA DISK HELICOPTER 00 HRS 10 MIN 1.5 METERS CODE MARK TYPE ******WHH SETTIHG/LAHDMARK TYPE **********************************N~~** MAGNETIC PROPERTY SURFACE--DlOI SURVEY DISK CRIMPED ONTO A METAL ROD DRIVEH ONTO THE GROUND MKR 15 A STEEL ROD UNDERGROUHD--~OHE STATJot-l IS LOCATED APROX. 3. 2 MI. OH AN APROX. TRIJE IlEARitW OF S79.t.J FROM THE ,.ltJNCTION OF THE SUSITNA RIVER AND DEVIL CRK. ON SOUTH EDGE OF W-E RIDGE APROX. 0.4 MI. H OF T•IE SUSllNA RIVER AND APROX. 2.6 MI. S OF THE WEST END OF HIGH LAKE. ST~TIOH WAS REACHED BY HELICOPTER WHICH CAN LAND APROX. 600 FEET WEST OF STATION IH ClEARING ON RIDGE. STATION IS A 3-l/4 INC!I ALUMIN9M DISC STAMPED---32-431 RMC 1980---CRIMPED ON A 5/8 INCH STEEL ROD DRIVEN 27 INCHES INTO GROUND WITii THE TOP OF DISC 3 INCHES AI30VE GROUND. NO REFERENCE MARKS WERE SET. 8 FOOT ORANGE SIGHT POST WAS CENTERED AND GUYED OVER DISC. STATION IS LOCATED APROX. IH PROTRACTEU SECTIOH 31 T32N R2E S.M. AK. ******************** STATION NAME--32-434 MONUMENT BY--RMC YEAR 1980 \ PAGE--A-116 S T A T I 0 N D E S C R I P T I 0 H **~*************¥**~ STATE--AK COUNTY--3RD. JUD. DIS. QUAD--H62149110 STA-- CP REACHED DY PACK TIME HGT OF 1 ELESCOF'E MUS ~1KR TYPE--TRAV STA DlSK HELICOPTER 00 HRS 05 MHI 1.5 11ETERS CODE MARK TYPE ********* SETTING/lANDMARK TYPE ******~******************************** MAGl:~TIC PROPERTY SURFACE--DlOI SURVEY DISK CRIMPED ONTO A METAL ROD DRIVEN ONTO THE GROUND MKR IS A STEEL ROD UNDERGROUND--HONE STATION IS LOCATED APROX. 0~8 MI. ON AN APROX. TRUE BEARING OF S40W FROM THE JUNCTION OF THE SUSITHA RIVER AHD DEVIL CRK. ON MODERATLY NORTHERLY SI.OPEING GROUND APROX. 150 FEET N OF THE TOP OF A ROUND TOP KNOLL, APROX. 0.5 MI. S OF THE SUSITHA RIVER AND APROX. 2.5 MI. SE OF THE EAST OUTLET OF HIGH LAKE. STATION WAS REACHED BY HELICOPTER WHICH CAN BE lANDED APROX. 150 FEET S OF STATION ON KtlOll TOP. STATION IS A 3-l/4 INCH ALUMINUM DISC STAMPED---32-434 RMC 1980---CRIMPED ON A 5/8 IHCH STEEl ROD DRIVEN 25 INCHES IHlO ROCKY GROUND WITH DISC TOP 5 INCHES ABOVE THE GROUND. HO REFERENCE MARKS WERE SET. 8 FOOT ORANGE SIGHT POST WAS CENTERED AND GUYED OVER DISC. STATION IS lOCATED APROX. IU PROTRACTED SECTION 34 T32N R2E S .~1. AK. ******************** STATION HAME--32-727 MOHUMEHT BY--RMC YEAR 1980 S T A T I 0 N D E 5 C R I P T I 0 H ******************** STATE--AK COUHTY--3RD. JUD. DIS. QUAD--H62148140 STA--cr REACHED BY PACK TIME HGT OF TELESCOPE MHS MKR TYPE--TRAV STA DISK HELICOPTER 00 HRS 20 i"'IN 1.5 METERS CODE MARK TYPE ********* SETTING/lANDMARK TYPE *******************************"******* MAGNETIC PROPERTY SURFACE--DlOI SURVEY DISK CRIMPED OHTO A METAL ROD DRIVEN ONTO THE GROUND MKR IS A STEEL ROD UNDERGROUND--HONE STATION IS LOCATED APROX 0.8 MI. ON AH APROX. TRUE BEARING OF N75W FROM THE JUNCTION OF THE SUSITNA RIVER AND DEADMAN CRK. OH A PROMIHATE ROCK OUTCROP POINT AT THE TOP OF A CLIFF ON THE NORTH BANK OF THE SUSITNA RIVER. STATION IS APROX. 6.5 MI. SOUTH OF THE PEAK OF TSUSENA BUTTE. . STATION WAS REACHED BY HELICOPTER Wll!CH CAN LAND APROX. 0.2 MI. NE OF STATION IN SMAll CLEARING. PACK TIME IS APROX. 20 MINUTES. THE STATION IS A 3-1/4 INCH AlUMINUM DISC STAMPED---32-727 RMC 1980---CRIMPED ON A 518 INCH STEEl ROD DRIVEN 29 INCHES INTO ROCK WITH DISC TOP 1 INCH ABOVE GROUND. HO REFERENCE MARKS WERE SET. 8 FOOT ORANGE SIGHT POST CENTERED OVER DISC WITH GUYS. STATION IS LOCATED APROX. IN PROTRACTED SECTION 27 T32N RSE S.M. AK. PAGE--A-118 ***~K*************** S T A T I 0 N D E S C R I P T I 0 U **M******X*****~**** STATION NAME--WA-5 STATE--AK COUNTY--3RD. JUD. DIS. QUAD--H62148410 STA-- YEAR CP REACHED BY PACK TIME HGT OF TELESCOPE MOHUMENT BY--USE 1978 MKR TYPE--HRS MIN METERS CODE MARK TYPE ********* SETTING/LANDMARK lYPE *************************************** MAGNETIC PROPERTY SURFACE--Dl2P SURVEY DISK SET INTO THE TOP OF A METAl PIPE IMBEDDED IN THE GROUND MKR IS A STEEL PIPE UNDERGROUND--HONE STATION IS LOCATED APROX. 1.4 MI. ON AN APROX. TRUE BEARING OF N70E FROM THE JUNCTION OF THE SUSITNA RIVER AND TSUSEHA CRK. ON WEST FINGER TIP OF AH E-W RIDGE APROX. 0.~ MI. N OF THE SUSITHA RIVER AND APROX. 3.2 MI. N OF THE WEST END OF THE t10ST EASTERlY LAKE OF FOG lAKES. STATION IS A 3-l/2 INCH BRASS DISC STAMPED---WA-5 USE 1978---SET IH A IRON PIPE WITH TOP OF DISC 7 INCHES ABOVE THE GROUND. 8 FOOT ORANGE SIGHT POST WAS CENTERED AND GUYED OVER DISC. STATIOH IS lOCATED APROX. IH PROTRACTED SECTION 29 T32H RSE S.M. AK. ******************** STATION HAME--32-736 MONUMENT BY--RMC YEAR 1980 PAGE--A-.119 S T A T I 0 H D E S C R I P T I 0 N ******~************* STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62148140 STA-- CP REACHED BY PACK TIME HGT OF TELESCOPE MHS MKR TYPE--TRAV STA DISK HELICOPTER 00 HRS 00 MIN 1.5 METERS · CODE MARK TYPE ********* SETTING/LANDMARK TYPE ******M*~~***~************************* MAGNETIC PROPERTY SURFACE--0101 SURVEY DISK CRIMPED ONTO A METAL ROD DRIVEN ONTO THE GROUND MKR IS A STEEL ROD UNDERGROUND--HONE STATION IS lOCATED APROX. 0.7 MI. ON AN APROX. TRUE BEARING OF 570E FROM THE INTERSECTION OF THE SUSITNA RIVER AND DEADMAN CRK. ON MODER~~LY SLOPEING GROUND OVERLOOKING THE SUSITNA RIVER 50 FEET SOUTH OF A STEEP BREAK TO THE RIVER. STATION IS APROX. 2.~ MI. HE OF THE EAST END OF THE MOST NORTHERLY LAKE OF FOG LAKES. STATION WAS REACHE~ BY liELICOPTER WHICH CAN lAND 300 FEET SOUTH OF THE STATION IN CLEAR AREA. THE STATION IS A ~-1/~ INC~ ALUMINUM DISC STAMPED---32-736 RMC 1980---CRIMPED ON 5/8 INCH STEEL ROD DRIVEN 29 INCHES IN ROCKY GROUND WITH ~ISC TOP 1 IHCH ABOVE GROUND. NO REFERENCE MARKS WERE SET. 8 FOOT ORANGE SIGHT POST CENTERED AHD GUYED OVER DISC. STATION IS lOCATED APROX. IN PROTRACTED SECTION 36 T32N RSE S.M. AK. ******************** STATION NAME--32-822 MONUMENT BY--RMC YEAR 1980 PAGE--A-120 S T A T I 0 N D E S C R I P T I 0 H ******************** STATE--AK COUHTY--3RD JUD. DIS. QUAD--H621481~0 STA-- CP REACHED BY PACK TIME HGT OF TELESCOPE tiHS MKR TYPE--TRAV STA DISK HELICOPTER 00 HRS 00 MIN 1.5 METERS CODE MARK TYPE ********* SETTING/LANDMARK TYPE *************************MMKMMKMMKHHMHM MAGNETIC PROPERTY SURFACE--DlOI SURVEY DISK CRIMPED ONTO A METAL ROD DRIVEN ONTO THE GROUND MKR IS A STEEL ROD UNDERGROUND--NONE STATION IS LOCATED APROX. 1.9 MI. ON AN APROX. TRUE BEARING OF H55W FROM THE JUNCTION OF THE SUSITHA RIVER AHD WATANA CRK. ON TOP OF KNOLL OVERLOOKING THE SUSITHA RIVER. STATIOH IS APROX. 3.7 MI. HE OF THE EAST EHD OF THE MOST EASTERLY lAKE OF FOG lAKES. STATION WAS REACHED BY HELICOPTER WHICH CAH lAND APROX. 50 FEET SW OF THE STATION. TliE STATION IS A 3-l/4 INCH ALUMINUM DISC STAMPED---32-822 RMC 1980---CRIMPED OH A 5/8 rNCH STEEL ROD DRIVEN 26 INCitES INTO ROCKY GROUND WITH DISC TOP 4 INCHES ABOVE GROUND. NO REFERENCE MARKS WERE SET. 8 FOOT ORANGE SIGHT POST WAS CENTERED AND GUYED OVER DISC. STATION IS LOCATED APROX. IH PROTRACTED SECTION 22 T32H R6E S.M. AK. ******************** STATION NAME--32-830 MOHUMEHT BY--RMC YEAR 1980 PAGE--A-121 S T A T I 0 H D E S C R I P T I 0 H HHMKMMMMKKMKHMHMMHHM STATE--AK COUNTY--3RD. JUD. DIS. QUAD--H62148140 STA-- CP REACHED BY PACK TIME HGT OF lELESCOPE MHS MKR TYPE--TRAY STA DISK HELICOPTER 00 HRS 00 MIN 1.5 METERS CODE MARK TYPE ********* SETTING/LANDMARK TYPE **********MKHHMKHHHH¥HMMHMHHMMHHHHMKMKM MAGNETIC PROPERTY SURFACE--DlOI SURVEY DISK CRIMPED ONTO A METAL ROD DRIVEN ONTO THE GROUHQ MKR IS A STEEL ROD UHDERGP.OUND--HOHE STATION IS LOCATED APROX. 1.8 MI. OH AN APROX. TRUE BEARING OF WEST FROM THE JUNCTION OF THE SUSITNA RIVER AND DEADMAN CRK. ON TOP OF A SMALL BENCH OVERLOOKIHG THE SUSITHA RIVER. STATION IS APROX. 2.8 MI. NW OF THE EAST END.OF THE MOST EASTERLY LAKE OF FOG LAKES. STATION WAS REACHED BY HELICOPTER WHICH CAN LAND APROX. 50 FEET NE OF STATION IN CLEAR AND LEVEL AREA. THE STATION IS A 3-114 INCH ALUMINUM DISC STAMPED---32-830 RMC 1980---CRIMPED OH A 5/8 INCH STEEL ROD DRIVEN 22 INCHES IH ROCK WITH DISC TOP 8 INCHES ABOVE GROUND. NO REFERENCE MARKS WERE SET. 8 FOOT ORANGE SIGHT POST WAS CENTERED AHD GUYED OVER DISC. STATION IS LOCATED APROX. IN PROTRACTED SECTION 30 T32H R6E S.M. AK. ~******************* STATION HAME--32-833 MONUMENT BY--RMC YEAR 1980 pAGE--A-122 S T A T I 0 H D E S C R I P T I 0 H ******************** STATE--AK COUHTY--3RD. JUD. DIS. QUAD--N62148140 STA-- CP REACIIED BY PACK TH1E HGT OF TELESCOPE MHS MKR TYPE--TRAV STA DISK HELICOPTER 00 HRS 00 MIN 1.5 METERS CODE MARK TYPE ********* SETTIHG/LAHDMARK TYPE *************************************** MAGNETIC PROPERTY SURFACE--DlOI SURVEY DISK CRIMPED OHTO A METAL ROD DRIVEN ONTO THE GROUND MKR IS A STEEL ROD IJHDERGROUUD--HONE STATION IS LOCATED APROX. 2.9 MI. OH AN APROX. TRUE BEARING OF S85W FROM THE JUNCTION OF THE SUSITNA RIVER AND WATAHA CRK. ON A GENTLE NORTHERlY SLOPE OVERLOOKING THE SUSITNA RIVER. STATION IS APROX. 1.8 MI. HE OF THE EAST END OF THE MOST EASTERLY LAKE OF FOG LAKES. STATION WAS REACHED BY HELICOPTER WHICH CAN LAND ADJACENT TO STATION. THE STATION IS A 3-1/4 INCH ALUMINUM OISC STAMPED---32-833 RMC 1980---CRIMPED ON A 5/8 INCH STEEL ROD DRIVEN 29 INCHES INTO ROCKY GROUND WITH TOP OF DISC 1 IHCH ABOVE GROUND. NO REFEREt.J.~~-MARKS WERE SET. 8 FOOT ORANGE SIGHT POST WAS CENTERED AND GUYED OVER DISC. STATION IS LOCATED APROX. IN PROTRACTED SECTION 33 T32N R6E S.M. AK. ******************** STATION NAME--32-835 MONUl1EtH BY--RNC YEAR 1980 PAGE--A-123 S T A T I 0 N D E S C R I P T I 0 H *****~~******~****** STATE--AK COUHTY--3RD. JUD. DIS. QUAD--N62148140 STA-- CP REACHED BY PACK TH1E tfGT OF TEl. ESCOPE MHS MKR TYPE--TRAV STA DISK HELICOPTER 00 HRS 00 MIN 1.5 METERS CODE MARK TYPE ********* SETTING/LANDMARK TYPE **********~*~************************** MAGNETIC PROPERTY SURFACE--DlOI SURVEY DISK CRIMPED ONTO A METAL ROD DRIVEN ONTO TfJE GROUND MKR IS A STEEL ROD UHDERGROUHD--HOHE STATION IS LOCATED APROX. 0.6 MI. OH AH APROX. TRUE BEARING OF SOSE FROM THE JUNCTION OF THE SUSilHA RIVER AND WATAHA CRK. OH NORTH SIDE OF A SMAll WESTERLY RIDGE OVERLOOKING THE SUSITHA RIVER. STATION IS APROX. 3.8 MI. HE OF THE EAST END OF THE MOST EASTERLY LAKE OF FOG LAKES. STATION WAS REACHED BY HELICOPTER·WHlCH CAN LAND SE OF STATION APROX. 100 FEET IH CLEARING. THE STATION IS A 3-l/4 INCH ALUMINUM DISC STAMPED---32-835 RMC 1980---CRIMPED OH A 5/8 IHCH STEEL ROD DRIVEN 22 INCHES INTO ROCKY GROUND WITH DISC TOP 8 IHCHS ABOVE GROUHD. NO REFERENCE MARKS WERE SET. 8 FOOT ORANGE SIGHT POST WAS CENTERED AND GUYED OVER DISC. STATION IS lOCATED APROX. IN PROTRACTED SECTIOH 36 T32H R6E S.M. AK. PAG£:--A-124 **********X********* S T A T I 0 H D E S C R I P T I 0 N ******************** STATION HAME--32-929 STATE--AK COUHTY--3RD. JUD. DIS. QUAD--H62148110 STA-- YEAR CP REACHED BY PACK TIME HGT OF TELESCOPE MONUMENT BY--RMC 1980 MHS MKR TYPE--TRAV STA DISK HELICOPTER 00 HRS OS MIN 1.5 METERS CODE MARK TYPE ********* SETTING/LANDMARK TYPE ********~*~*********~****************** MAGNETIC PROPERTY SURFACE--0101 SURVEY DISK CRIMPED OHTO A METAL ROD DRIVEN ONTO THE GROUND MKR IS A STEEL ROD UNDERGROUND--NONE STATION IS LOCATED APROX. 2.3 MI. ON AN APROX. TRUE BEARING OF N88E FROM THE JUNCTION OF THE SUSITNA RIVER AND WATANA CRK ON TOP OF A SMALL KNOLL APROX. 600 FEET WEST OF THE NARROW PART OF A SMALL H-S LAKE AND APROX. 7.8 MI. H OF THE PEAK OF MT. l~ATAHA. STATION WAS REACliED BY HELICOPTER WHICH CAN LAND APROX. 400 FEET EAST OF STATIOH BY A SMALL lAKE. STATION IS AN APROX. 5 MINUTE PACK. STATION IS A 3-l/4 INCH ALUMINUM DISC STAMPED---32-929 RMC 1980---CRIMPED ON A 5/8 INCH STEEL ROD DRIVEN APROX. 26 INCHES IN GROUND. HO REFERENCE MARKS WERE SET. 8 fOOT ORANGE SIGHT POST WAS CENTERED AND GUYED OVER DISC. STATION IS LOCATED APROX. IH PROTRACTED SECTION 29 T32H R7E S.M. AK. ******************** STATION NAME--32-935 MONUMENT BY--RMC YE.A.R 1980 PAGE-·A.-125 S T A T 1 0 N D E 5 C R I P T I 0 H ***************~**~* STATE--AK COUHTY--3RD. JUD. DIS. QUAD--H62148110 STA-- CP REACHED BY PACK TIME HGT OF TELESCOPE MHS MKR TYPE--TRAV STA DISK HELICOPTER 00 HRS 00 MIN 1.5 MEfERS CODE MARK TYPE ********* SETTING/LANDMARK TYPE *************************************** MAGNETIC ?ROPERTY SURFACE--DlOI SURVEY DISK CRii'lPED ONTO A METAL ROD DRIVEH ONTO THE GROUND MKR IS A STEEL ROD UHDERGROUHD--NOHE STATION IS LOCATF~ APROX. 4.9 MI. ON AN APROX. TRUE BEARING OF S81E FROM TliE JUNCTION OF THE SUSITHA RIVER AHD WATANA CRK. ON HIGH SPDT ON l.JEST EHD OF E-t.l RIDGE WITH SCATTERED SPRUCE APROX. 0.7 MI. H OF THE SUSITHA RIVER AND APROX. 6.6 MI. H OF THE PEAK OF MI. WATAHA. STATION WAS REACHED BY HELICOP1ER WHICH CAH LAND ADJACENT TO STATION. STATION IS A 3-l/4 INCH ALUMINUM DISC STAMPED---32-935 RMC 1980---CRIMPED ON A 518 IHCH STEEL ROD DRIVEN APROX. 26 INCHES IH THE GROUND. NO REFERENCE MARKS WERE SET. S FOOT ORANGE SIGHT POST WAS CENTERED AND GUYED OVER DISC. STATION IS LOCATED APROX. IH PROTRACTED SECTION 35 T32H R7E S.M. AK. s1/x1 APPENDIX B • VERTICAL CONT'i.OL BENCHMARKS 1. Fl RST ORDER BENCHMARK DESCRI PTI8NS Elevation (L.M.S.L.) Benchmark Name (Feet) (Meters) Page P-107 718.969 219.1423 B-1 Q-107 717.282 218.6280 B-1 R-107 764.239 232.9406 B-2 P-111 3038.740 926.2098 B-2 Q-111 3118.915 950.6471 B-3 N-111 3037.015 925.6841 B-3 62-A 1123.533 342.4535 B-4 61-A 1344.899 409.9260 B-4 34-A 1371.671 418.0862 B-5 36-A 1647.784 502.2455 B-5 38-A 1697.350 517.3532 B-6 48-A 1499.510 457.0517 B-6 47-A 1447.709 441.2627 B-7 51-A 1483.184 452.0754 B-7 60-A 1417.321 432.0004 B-8 78-B 1759.826 536.3959 B-8 79-B 1723.949 525.4608 B-9 80-B 2244.737 684.1971 B-9 81-B 2519.162 767.8422 B-10 82-B 2979.530 908.1626 B-10 83-B 3083.373 939.8141 B-11 84-B 2441.203 744.0802 B-11 85-B 2430.105 740.6975 8-12 86-B 2807.079 855.5994 B-12 87-B 2395.512 730.1536 B-13 101-B 1346.018 410.2672 B-13 102-B 1374.390 418.9149 8-.14 103-B 1482.540 451.8790 B-14 104-B 1452.252 442.6474 B-15 All values given are based on R&M survey except Q-107 and P-111t which are the NGS values used as the basis for the vertical network. All benchmarks are first-order, Class I. Elevations are based on a local NGS mean sea-level datum which approximates the U.S. sea-level datum of 1929. B-i s1/x2 1. Fl RST ORDER BENCHMARK DESCRIPTION (Continued) • Benchmar·k Name Elevation (L.M.S.L.) (Feet) (Meters) Page 105-B 1494.141 455.4150 B-15 22-C 2359.861 719.2871 B-16 21-C 2451.900 747.3405 B-16 20-C 2703.226 823.9450 B-17 19 ... c 3011.782 917.9931 B-17 18-C 3134.845 955.5027 B-18 17-C 3202.710 976. 181'9 B-18 16-C 3242.079 988.1877 B-19 15-C 3180.024 969.2732 B-19 14-C 3300.255 1005.9198 B-20 13-C 3575.910 1089.9396 B-20 12-C 3439.410 1048.3342 B-21 11-C 3417.231 1041.5740 B-21 10-C 3614.668 1101.7531 B-22 9-C 3687.682 1124.0078 B-22 8-C 3629.152 1106. 1678 B-23 7-C 3604.048 1098.5161 B-23 6-C 3490.321 1063.8519 B-24 .5-C 3496.074 1065.6054 B-24 4-C 3522.276 1073.5918 B-25 3-C 3395.444 1034.9335 B-25 2-C 3355.426 1022.7359 B-26 1-C 3392.835 1034.1381 B-26 All values given are based on R&M survey except Q-107 and P-11', which are the NGS values used as the basis for the vertical network. All benchmarks are first-order, Class I. Elevations are based on a local NGS mean sea-level datum which approximates the U.S. sea-level catum of 1929. B-ii s1/x3 2. lriRST ORDER BENCHMARK PHOTOGRAPH INDEX Benchmark Name Page 62-A B-27 6i-A B-27 34-A B-27 36-A B-27 38-A B-27 43-A B-27 47-A B-28 51-A B-28 60-A B-28 78-B B-28 79-B B-28 80-B B-28 81-B B-29 82-B B-29 f!-3-B B-29 84-B B-29 85-B B-29 86-B B-29 87-B B-30 101-B B-30 102-B B-30 103-B B-30 104-B B-30 105-B B-30 22-C B-31 21-C B-31 20-C B-31 19-C B-31 18-C B-31 17-C B-31 16-C B-32 15-C B-32 14~C B-32 13-C B-32 12-C B-32 11-C B-32 10-C B-33 9-C B-33 8-C B-33 7-C B-33 6-C B-33 5-C B-33 4-C B-34 3-C B-34 2-C 8-34 1-C B-34 s1/x4 3. THIRD AND FOURTH ORDER BENCHMARKS DEFINITION OF SYMBOLS AND ABBREVIATIONS DESCRIPTION/LOCATION AND ELEVATIONS B-iv PAGE B-35 B-37 PAGE B-1 ACRN= ****~********** BENCH MARK DESCRIPTION *************** DESIGNATION--P-107 STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62149413 QSN--LINE--101 AREA--GOLD CREEK LOCATED 36.2 MI. N FROM THE CITY OR TOWN OF--TALKEETNA MONUMENT BY--CGS YR--1965 CP--RJL MARK TYPE--FLANGE-ENCASED ROD RECOVERY BY--RMC -YR--1980 CP--JSB CONDITION--GOOD SPECIFIC SETTING--COPPER-CLAD STEEL ROD IN SLEEVE MONUMENTATION CODE--B STAMPING--P107 CGS 1965 OT:~ER CONTROL-- LATITUDE = 624520N LONGITUDE = 1494155W **************** RECOVERY DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND WAS FOUND IN GOOD CONDITION AS DESCRIBED IN HGS VERTICAl CONTROL DATA DESCRIPTION. ABOUT LEVEL WITH RAILROAD TRACKS~ ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--Ql07 STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62149413 QSN--LINE--101 AREA--GOLD CREEK LOCATED 38.1 MI. N FROM THE CITY DR TOWN OF--TALKEETNA MONUMENT BY--CGS YR--1965 CP--RJL MARK TYPE--BM DISK RECOVERY BY--R~C YR--1980 CP--JSB CONDITION--GOOD SPECIFIC SETTING--MDNUMENTATION CODE--B STAMPING--Q107 CGS 1965 OTHER CONTROL-- LATITUDE = 624610N LONGITUDE = 1494145W **************** RECOVERY DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICO~TER AND WAS RECOVERED IN GOOD CONDITI~N AS DESCRIBED IN HGS VERTICAL CONTROL DATA DESCRIPTION. BELOW RAILROAD TRACKS. PAGE B-2. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--RIO? STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62149413 QSN--LINE--101 AREA--GOLD CREEK LOCATED 37.2 MI. N FROM THE CITY OR TOWN OF--TALKEETNA MONUMENT BY--CGS YR--1965 CP--RJL MARK TYPE--FLANGE-ENCASED ROD RECOVERY BY--RMC YR--1980 CP--JSB CONDITION--GOOD SPECIFIC SETTING--COPPER-CLAD STEEL ROD IN SLEEVE MONUMENTATIOH CODE--B STAMPING--R 107 CGS 1965 OTHER CONT~OL-- LATITUDE = 624650N LONGITUDE = l494140W **************** RECOVERY DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS VERTICAL CONTROL DATA DESCRIPTION. BELOW RAILROAD TRACKS. ACRN= *************** DESIGNATION--Pill QUAD--N63147331 QSN-- LOCATED 13.7 MI. NW FROM THE MONUMENT BY--CGS RECOVERY BY--RMC SPECIFIC SETTING--BOULDER STAMP!NG--Plll CGS 1965 BENCH MARK DESCRIPTION ***********~*** LINE--101 CITY OR TOLJN YR--1965 YR--1980 STATE--AK COUNTY--3RD. JUD. DIS. . AREA--DENALI HIGHWAY OF--SUSITNA BRIDGE CP--RJL MARK TYPE--BM DISK CP--JSB CONDITION--GOOD . MOHUMEHTATION CODE--C OTHER CONTROL-- LATITUDE = 631355N LONGITUDE = 1474505W **************** RECOVERY DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS VERTICAL DATA DESCRIPTION. ABOVE HIGHWAY. PAGE B-3 A~RH=. *************** BENCH MAR~ DESCRIPTION *************** DcSIGNATIOH--Qlll QUAD--H63147331 QSN-- LOCATED 14.7 MI. NW FROM THE STATE--AK COUNTY--3RD. JUD. DIS. NOHUMEHT BY--CGS RECOVERY BY--RNC LINE--101 CITY OR TOWN YR--1965 YR--1980 AREA--DEH1LI HIGHWAY OF--SUSITNA"BRIDGE CP--RJL MARK TYPE--BM DISK CP--JSB CONDITION--GOOD SPECIFIC SETTING--BOULDER S T Af'\PitlG--Qlll CGS 1965 LATITUDE = 631420N LONGITUDE = 1474650W MOHUMENTATION CODE--C OTHER COHTROL-- 1 **************** RECOVERY DESCRIPTION **************** BEhCHMARK WAS REACHED BY HELICOPTER AND WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS VERTICAL CONTROL DATA DESCRIPTION. ABOVE HIGHWAY. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGHATION--Nl11 QUAD--N63147324 QSN-- LOCATED 12.5 MI. NW FROM THE NONU~1E~H BY--C.GS LINE--101 CITY OR TOLI]N YR--1965 YR--1980 STATE--AK COUHTY--3RD. JUD. DIS. - AREA--DEN~LI HIGHWAY RECOVERY nY--R~\C OF--SUSITNA BRIDGE CP--RJL MARK TYPE--BM DISK CP--JSB CONDITION--GOOD SPECIFIC SETTING--BOULDER STAMPING--Hill CGS 1965 MOHUMENTATION CODE--C OTHER CONTROL-- LATITUDE = 631340H LONGITUDE = 1474305W **************** RECOVERY DESCRIPTION ~*************** BENCHMARK WAS REACHED BY HELICOPTER AND WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS VERTICAL CONTROL DESCRIPTION. SIGN MISSING FROM WITNESS POST. BELOW HIGHWAY. WAS PAGE B-4 ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGHATION--62-A STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62149413 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 1.9 MI. HE FROM THE CITY OR TOWN OF--GOLD CREEK MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--BOULDER MONUMENTATION CODE--C STAMPING--62-A RMC 1980 OTHER CONTROL-- LATITUDE = 624620N LONGITUDE = 1493S40W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS APROX. 2.0 NI. ON AN APROX. TRUE BEARING OF N55E FRO~l THE GOLD CRK. RAILROAD STATION ON THE S SIDE OF AN OLD CATERPILLAR ROAD SET IN A ROCK BOULDER. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--61-A STATE--AK COUNTY--3RD. JUD. DIS. QUAD--H62149412 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 3.8 MI. NE FROM THE CITY OR TOWN OF--GOLD CREEK MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--BOULDER MONUMENTATION CODE--C STAMPING--61-A RMC 1980 OTHER CONTROL-- LATITUDE = 624700N LONGITUDE = 1493530W **************** ORIGINAL DESCRIPTION ***~************ BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 3.8 MI. ON AN APROX. TRUE BEARING OF N59E FROM THE RAILROAD STATION AT GbLD CRK. APROX. 10 FEET S OF THE CENTER OF AH OLD CATERPILLER ROAD AND APROX. 200 FEET W OF AN UHNANED CRK. WHICH FLOWS NW TO THE SUSITNA RIVER AND IS SET IN A ROCK BOULDER. PAGE B-5 ACRN= , _ ~************** BENCH MARK DESCRIPTION **K************ ~ESIGN~t~DN--~4-A STATE--AK COUNTY--3RD. JUD: DIS. ~UA?-:N6~1494!2 QSH--LINE--AREA--SUSITNA HYDRO FEASIBILITY •0 SA~~~ 5.0 M~. NE FROM THE CITY OR TOWN OF--GOLD CREE~ f',OnUt d:h T BY--RMC . YR--1980 CP--JSB !"lARK TYPE--BN DISK SP E~I FI C S ETT ING--BOUL DER NONUilENTATIOH CO DE--C STANPING--34-A RNC 1980 OTHER COhTROL-- LATITUDE = 624745N LONGITUDE = 1493140W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AHD IS LOCATED APROX. 5.0 MI. ON AAH APROX. TRUE BEARING OF N57E FROM THE RAILROAD STATION AT GOLD CRK. PROX. 10 FEET 5 OF CENTER OF AN OLD CATERPILLAR ROAD~ HEAR A CUT BANK S OF DIP IN ROAD APROX. 0. 75 MI. E OF A CABIN ALONG ROAD MiD IS SET IN A ROCK BOULDER. ABOVE ACRN= *************** BEHCH MARK DESCRIPTION *************** DESIGNATION--36-A STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62149412 QSN--LINE--AREA--SUSIT~~A HYDRO FEASIBILITY LOCATED 6.5 MI. HE FROM THE CITY OR TOWN OF--GOLD CREEK MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--BOULDER MONUMENTATION CODE--C STAMPIHG--36-A RMC 1980 OTHER CONTROL-- LATITUDE = 624815H LONGITUDE = 1493110W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 6.5 MI. ON AN APROX. TRUE BEARING OF H59E FROM THE RAILROAD STATION AT GOLD CRK. 15 FEET S OF A BE!m IN AN OLD CATERPILLAR ROAD SET IN A PARTIALLY EXPOSED ROCK BOULDER. BELOL-J PAGE B-6 ACRH= MMHK*********** BENCH MARK DESCRIPTI5N *************** DESIGNATION--38-A STATE--AK COUNTY--3RD. JUO. DIS. QUAD--N621~9143 QSN--LINE--AREA--SUSITHA HYDRO FEASIBILITY LOCATED 7.8 MI. HE FROM THE CITY OR TOWN OF--GOLD CREEK f~OHUNEHT BY--RttC YR--1980 CP--JSB HARK TYPE--Brt DISK SPECIFIC SETTING--ROCK OUTCROP ~lOHUMEHTATIOH CODE--A STAMPING--38-A RMC 1980 OTHER CONTROL-- LATITUDE = 624800N LONGITUDE ~ 1492750W **************** ORIGIN~L DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 3.3 MI. ON AH APROX. TRUE BEARING OF S54L.J FRmt THE JUNCTION OF THE SUSITHA RIVER AND PORTAGE CRK. ON S SIDE OF AN OLD CATERPILLAR ROAD APROX. 30 FEET WEST OF CREST IN ROAD IN A ROCK OUTCROP. ABOVE CATERPILLAR ROAD. ACRN= ****~********** BENCH MARK DESCRIPTION ********~****** DESIGHATION--48-A STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62149143 QSH--LINE--AREA--SUSITNA HYDRO FEASIBILITY lOCATED 9.0 MI. HE FROM THE CITY OR TOWN OF--GOLD CREEK MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--BOULDER MONUMENTATION CODE--C STAMPING--48-A RMC 1980 OTHER CONTROL-- LATITUDE = 624755N LONGITUDE = 1492530W ***N************ ORIGIHAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 2.6 MI. ON AiJ. APROX. TRUE BEARING OF S36t·J FRDr1 THE JUNCTION OF THE SUSITNA RIVER AND PORTAGE CRK. ON THE S EDGE OF AN OLD CATERPI~LAR ROAD IN TOP OF LARGE ROCK BOULDER. ABOVE CATERPILLAR ROAD. ACRN= *************** DESIGNATIOH--47-A QUAD--N621~9143 QSN-- LOCATED 10.0 MI. HE FROM THE MONUMENT BY--RMC PAGE B-7 BENCH MARK DESCRIPTION *************** LINE-- CITY OR TOWN YR--1980 STATE--AK COUNTY--3RD. JUD. DIS. A~EA--SISITHA HYDRO. FEASIBILIT OF--GOLD CREEK . CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--BOULDER STAMPING--47-A RMC 1980 LATITUDE = 624755N LONGITUDE = 1492330W MONUMENTATION CODE--C OTHER CONTROL-- **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 2.2 MI. ON AN APROX. TRUE BEARING OF SllW FROM THE JUNCTION OF THE SUSITNA RIVER AND PORTAGE CRK. APROX. 30 FEET N OF AN OLD CATERPILLAR ROAD SET IN TOP OF AN EXPOSED BOULDER. ABOVE NATURAL GROUND LEVEL. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--51/A STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62149142 QSN-- LOCATED 11.0 MI. NE FROM THE LINE--AREA--SUSITNA HYDRO FEASIBILITY CITY OR TOWN OF--GOLD CREEK MONUMENT OY--RMC SPECIFIC SETTING--ROCK OUTCROP STAMPING--51-A RMC 1980 YR--1980 CP--JSB MARK TYPE--BM DISK MONUMENTATION CODE--A OTHER CONTROL-- LATITUDE = 624755N LONGITUDE = 1492130W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 2.2 MI. ON AN APROX. TRUE BEARING OF Sl6E FROM THE JUNCTION OF THE SUSITNA RIVER AND PORTAGE CRK. ON S SIDE OF AN OLD CATERPILLAR ROAD SET IN A ROCK OUTCROP. ABOVE CATERPILLAR ROAD. PAGE B-8 ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--60-A QUAD--N62149142 QSN--LINE-- LOCATED 13.0 MI. HE FROM THE CITY OR TOWN MONUMENT BY--RMC YR--1980 SPECIFIC SETTING--ROCK OUTCROP STAMPING--60-A RMC 1980 STATE--AK COUNTY--3RD. JUD. DIS. AREA--SUSITNA HYDRO FEASIBILITY OF--GOLD CREEK CP--JSB MARK TYPE--DM DISK MONUMENTATION CODE--A OTHER CONTROL-- LATITUDE = 624850N LONGITUDE = 1491820W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 2.5 MI. ON AN APROX. TRUE BEARING OF S66E FROM THE JUNCTION OF THE SUSITNA RIVER AND PORTAGE CRK. SET IN A ROCK OUTCROP APROX. 200 FEET S OF THE TOP OF DEVILS CANYON BANK AND APRO~. 300 FEET N OF THE W END OF A SMALL LAKE AND 10 FEET N OF HELICOPTER LANDING AREA. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--78-B STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62149142 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 13 MI. E FROM THE CITY OR TOWN OF--GOLD CREEK MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMENTATION CODE--A STAMPING--78-B RMC 1980 OTHER CONTROL-- lATITUDE = 624730N LONGITUDE = 1491755W ~*************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 3.5 MI. ON AN APROX. TRUE BEARING OF S45E FROM THE JUNCTION OF THE SUSITHA RIVER AND PORTAGE CREEK ON THE E EDGE OF THE MOST EASTERLY ROCK OUTCROP APROX. 0.1 MI. NNW OF A Y IN AN UNNAMED CRK. WHICH FLOWS APROX. 1.6 MI. N OF Y TO THE SUSITNA RIVER. DISC IS SET !N A PIECE OF THE OUTCROP APROX. 6 FEET BY 12 FEET IH SIZE AND PROTRUDING APROX. 6 FEET. PAGE B-9 ACRN=, ***************BENCH MARK DESCRIPTION*************** DESIGNATION--79-B STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62149142 QSN--LINE--ARE~--SUSITHA HYDRO FEASIBILITY ~oqAT§D 13.0 MI. E FROM THE CITY OR TOWN OF--GOLD CREEK llO~UMt:NT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPeCIFIC SETTING--ROCK OUTCROP MONUMENTATION CODE--A STAMPING--79-B RMC 1980 OTHER CONTROL-- LATITUDE = 624730N LONGITUDE = l491745W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 3.6 MI. ON AN APROX. TRUE BEARING OF S45E FROM THE JUNCTION OF THE SUSITNA RIVER AND PORTAGE CRK. IN THE WEST END OF A 35 FOOT BY 15 FOOT ROCK OUTCROP WHICH IS 3 FEET ABOVE THE GROUND LINE APROX. 0.1 MI. NE OF A Y IN AN ·~NAMED CRK. WHICH FLOWS N APROX. 1.6 MI. FROM Y TO THE SUSITNA RIVER AND IS ON W EDGE OF A RIDGE FINGER WHICH DROPS VERTICALY TO THE WEST OF BENCHMARK. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--SO-B STATE--AK COUNTY--3RD. JUD. DIS QUAD--N62149142 QSN--LINE··-AREA--SUSITHA HYDRO FEASIBILITY LOCATED 14.5 MI. E FROM THE CITY OR TOWN OF--GOLD CREEK t1otiU~lENT BY--Rt·1C YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--SHALLOW-SET METAL ROD MOHUMENTATION CODE--D STAMPING--80-B RMC 1980 OTHER CONTROL-- LATITUDE = 624720N LONGITUDE = 1491645W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 4.1 MI. ON AN APROX. TRUE BEARING OF S48 E FROM THE JUNCTION OF THE SUSITNA RIVER AND PORTAGE CRK. ON THE SW SIDE OF A MUSKEG KNOB IN A SERIES OF SEVERAL KNOBS AND IS OH THE H SIDE OF STEEPLY S SLOPEING GROUND TO A CREVASE AND IS APROX. 0.6 MI. ESE OF A Y IH AN UNNAMED CREEK WHICH FLOWS N APROX. 1.6 MI. FROM Y TO THE SUSITNA RIVER. PAGE B-10 ACRN= *************** BENCH MARK DESCRIPTIDH *************** DESIGNATION--81-B STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62149ll3 QSN--LINE--AREA--3USITNA HYDRO FEASIBILITY lOCATED 14.5 Mi. E FROM THE CITY OR TOWN OF--GOLD CREEK MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMENTATION CODE--A STAMPING--SI-B RMC 1980 OTHER CONTROL-- LATITUDE = 624630N . LONGITUDE = 1491415L.J ~*************** ORIGINAL DESCRIPTION **************** BENCHMARR WAS REACHED BY HELICOPTER AND IS APROX. 5.8 MI. ON AN APROX. TRUE BEARING OF S51E FROM THE JUNCTION OF THE SUSITNA RIVER AND PORTAGE CRK. AND IS SET IN A 35 FOOT BY 15 FOOT ROCK OUTCROP WHICH ID 3 FEET ABOVE NATURAL GROUND AND IS APROX. 0.2 MI. N OF AN UNNAMED CRK. WHICH FLOWS NW THEN N TO THE SUSI"NA RIVER. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--82-B STATE--AK COUNTY--3RD. JUD. DIS QUAD--N62149113 QSN--LIN~--ARE~--SUSITNA HYDRO FEASIBILITY LOCATED 16 MI. E FROM THE CITY OR TOWN OF--GOLD CREEK MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETliNG--ROCK OUTCROP MONUMENTATION CODE--A STAMPING--82-B RMC 1980 OTHER CONTROL-- LATITUDE = 624545N LONGITUDE = 1491100W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 6.0 MI. ON AN APROX. TRUE BEARING OF S45W FROM THE JUNCTION OF THE SUSITNA RIVER AND DEVIL CRK. ON A FLAT AREA OF THE NORTH SLOPE OF A DRAINAGE WHICH rLOWS W THEN N TO THE SUSITHA RIVER AND IS APROX. 0.5 MI. HW OF A S~1ALL LAKE. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGN~TION--83-B STATE--AK COUNTY--3RD. JUD. DIS~ QUAD--N62149113 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LO~ATED 17.5 MI. E FROM THE CITY OR TOWN OF--GOLD CREEK MOHUM~NT BY--RMC YR-~1980 CP--JSB MARK TYPE--BM DISK SPECiriC S~TTIHG--ROCK OUTCROP MONUMENTATION CODE--A STAMPING--63-B RMC 1980 OTHER CONTROL-- LATITUDE = 624545N LONGITUDE : 1490915W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX 5.4 MI. ON AN APROX. TRUE BEARING OF S37W FROM THE JUHCTIOH OF THE SUSITHA RIVER AND DEVIL CRK. ON THE T0P OF A PLATEAU IN A SERIES OF BENCHES ON THE SW SIDE OF A PROMINATE 3400 FOOT ELEVATION KNOLL AND IS APROX. 0.6 MI. W OF AN UNNAMED CRK. OlSC IS CEMENTED IN A ROCK OUTCROP APROX. 15 FEET S OF THE S EDGE OF SAID PLATEAU. ACRN= *******~******* BENCH MARK DESCRIPTION *************** DESIGNATION--84-B STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62149113 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 17.5 MI. E FROM THE CITY OR TOWN OF--GOLD CREEK MONUMENT BY--RMC YR--1~80 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--SHALLOW-SET METAL ROD MONUMEHTATION CODE--D STAMPING--84-B R~1C 1980 OTHER CONTROL--' LATITUDE = 624600N LONGITUDE ~ 1490830W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 4.& MI. ON AN APROX. TRUE BEARING OF S35W FROM THE JUNCTION OF THE SUSITNA RIVER AND DEVIL CRK. ON A MODERATE EASTERLY SLOPE TO AN UNNAMED CRK. APROX. 0.15 MI. E WHICH FLOWS NORTHERLY. BENCHMARK IS ALSO APROX. 50 FEET S OF A BRU5HY DRAINAGt TO SAID UNNAMED CREEK AND SURROUNDING TERRAl~ IS TUNDRA WIT~ OUTCROPS OF ROCK. PAGE B-12 ACRN= *************** BENCH MARK DESCRIPTION ~************** DESIGNATION--85-B STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62149113 QSH--'.INE---AREA--SUSITNA HYDRO FEASIBILITY LOCATED 18 MI. E FROM THE CITY OR TOWN OF--GOLD CREEK MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMENTATION CODE--A STAMPING--85-B RMC 1980 OTHER CONTROL-- LATITUDE = 624615N LONGITUDE = 1490730W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED IN A 3 FOOT BY 6 FOOT ROCK OUTCROP ON A SMALL BENCH ON AN WESTERLY SLOPE TO A UNNAMED CREEK WHICH IS APROX. 0.2 MI. E.~ BENCHMARK IS LOCATED APROX. 2.4 MI. ON AN APROX. TRUE BEARING OF S27E FROM THE JUNCTION OF THE SUSITNA RIVER AND SAID UNNAMED CRK. AND APROX. 1.0 MI. E OF A 3400 FOOT ELEV. KNOLL TOP. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--86-B STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62149112 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 20 MI. NE FROM THE CITY OR TOWN OF--GOLD CREEK MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMENTATION CODE--A STAMPING--86-D RMC 1980 OTHER CONTROL-- lATITUDE = 624700N LONGITUDE = 1490400W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED IN THE CENTER OF A 10 FOOT BY 20 FOOT ROCK LEDGE WHICH IS ON THE H SLOPE OF A PROMINENT 3400 FOOT ELEV. KNOLL APROX. 0.75 MI N20E FROM THE TOP. BENCHMARK IS APROX. 2.9 MI. ON AN APROX. TRUE BEARING OF SllW FROM THE JUNCTION OF THE SUSITNA RIVER AND DEVIL CRK. A ROCK CAIRN WAS BUILT 18 FEET EAST OF DISC. PAGE B-l 3 ACRN=, *************** BENCH MARK DESCRIPTION *************** DESIGNATION--87-B RMC STATE--AK COUHTY--3RD. JUD. DIS. ~UAD--N62149112 QSN--LINE--AREA--SUSITNA HYDRO rEASIBILITY MgCfTED 21.5 MI. E FROM THE CITY OR TOWN OF--GOLD CREEK NUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPEC! FIC SETTING--ROCK OUTCROP fl10NU~1ENTATION CODE-·-A STAMPING--87-B RMC 1980 OTHER CONTROL-- LATITUDE = 624630N LONGITUDE = 1490200W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER WHICH IS LOCATED ON A E-W GRA~ITE OUTCROP RIDGE APROX SlOE 3.5 Ml. FROM THE JUNCTION OF THE SUSITNA RIVER AND DEVIL CRK. APROX. 0.2 MI. SW OF A UNNAMED CRK. WITH DEEP VALLEY WHICH FLOWS EAST AND APROX. 1 MI. NE OF THE TOP OF A 3400 FOOT ELEV. MOUNTAIN TOP. DISC IS ON E END OF ROCK OUTCROP WHICH IS 8 FEET ABOVE GROUND OH N SIDE AND TAPERS TO FLUSH ON THE S SIDE. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--101-B STATF.--AK COUNTY--3RD. JUD. DIS. QUAD--N6214S443 QSN--LINE--AREA--SUSUTNA HYDRO. FEASIBILIT LOCATED 24 MI. E FROM THE CITY OR TOWN OF--GOLD CREEK MONUME~H BY--RMC YR--1980 CP--JS MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP rtONUMENTATION CODE--A STAMPING--101-B RMC 1980 OTHER CONTROL-- LATITUDE = 624615N LONGITUDE = l485600W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 7.0 MI. ON AN APROX. TRUE BEARING OF S86W FROM THE JUNCTION OF THE SUSITNA RIVER AND FOG CRK. SET IN PROTRUDING ROCK APROX. 200 FEEf N OF THE N BANK OF THE SUSITNA RIVER AT THE BASE OF VERTICAL ROCK CLIFFS APROX. 1.5 MI. E Of MAJOR NORTHERLY BEND OF 1HE SUSITNA RIVER. ABOVE PROX RIVER LEVEL. PAGE B-14 ACRH= ********M****** BENCH MARK DESCRIPTION ********~****** DESIGNATION--102-B STATE--AK COUNTY--3RD. JUD: DIS. QUAD--N62148442 QSN--LINE--AREA--SUSITHA HYDRO FEASIBILITY LOCATED 27.5 MI. E FROM THE CITY OR TOWN OF--GOLD CREEK MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMENTATION CODE--A STAMPING--102-B RNC 1980 OTHER COHTROL-- LATITUDE = 624545N LONGITUDE = 1484845W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 3.3 MI. ON AN APROX. TRUE BEARING OF S76W FROM THE JUNCTION OF THE SUSITNA RIVER AND FOG CRK. IN A ROCK CUTCROP APROX. 300 FEET S OF THE S BANK OF THE SUSITNA RIVER AND APROX. 1000 FEET ~ OF A SMALL SLOUGH IN AN OLD SLIDE AREA. ABOVE PROX. RIVER LEVEL. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATI0N~-~03-B STATE--AK COUHTY--3RD. JUD. DIS. QUAD--N62148413 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 32 MI. E FROM THE CITY OR TOWN OF--GOLD CREEK MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMENTATION CODE--A STAMPING--103-B RMC 1980 OTHER CONTROL-- LATITUDE = 624630N LONGITUDE = 1484130W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 0.7 MI. ON AN APROX. TRUE BEARING OF EAST FROM THE JUNCTION OF THE SUSITNA RIVER AND FOG CRK. ON TOP OF THE FIRST SHEAR ROCK CLIFF ON THE N SIDE OF FOG CRK. UPSTREAM JF SAID RIVER JUNCTION. PAGE B-15 A£RN= ************~** BENCH MARK DESCRIPTION *************** DcSIGNATION--104-B STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62148413 QSN--LINE--AREA--SUSiiNA HYDRO FEASIBILITY LOSATED 32.5 MI. ENE FROM THE CITY OR TOWN OF--GOLD CREEK MD~UM§NT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK ~PcCiriC SETTING--BOULDER MONUMENTATION CODE--C ~TAMPING--104-B RMC 1980 OTHER CONTROL-- LATITUDE = 624850N LONGITUDE = 1484030W **************** ORIGINAL DESCRIPTION ~*************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 3.0 MI. ON AN APROX. TRUE BEARING OF N25E FROM THE JUNCTION OF THE SUSITNA RIVER AND FOG CRK. SET IN LARGE BOULDER ON MODERATLY SE SLOPEING GROUND APROX. 0.2 MI. NW OF W END OF A LARGE WOODED ISLAND IN THE SUSITNA RIVER. ABOVE P~DX. RIVER LEVEL. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--105-B STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62148412 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 35 MI. E FROM THE CITY OR TOWN OF--GOLD CREEK MONUMENT BY-~RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMENTATIOH CODE--A STAMPING--105-B RMC 1980 OTHER CONTROL-- LATiTUDE = 624915N LONGITUDE = 1483550W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 0.4 MI. ON AN APROX. TRUE BEARING OF N82E FROM THE JUNCTION OF THE SUSITNA RIVER AND TSUSENA CRK. SET IN A LEDGE OF A PROMINENT ROCK OUTCROP APROX. 50 FEET H OF THE N BANK OF THE SUSITNA RIVER AND APROX. 300 FEET DOWN RIVER OF APROX. 200 FOOT TALL ROCK CLIFFS. ABOVE PROX. RIVER LEVEL. ACRN= *************** BENCH MARK DESIGNATION--22-C QUAD--N62148412 QSN--liNE-- lOCATED 32 MI. ESE FROM THE CITY OR TOWN MONUMENT BY--RMC YR--1980 SPECIFIC SETTING--ROCK OUTCROP STAMPIHG--22-C RMC 1980 PAGE B-16 DESCRIPTION *************** STATE--AK COUNTY--3RD. JUD. DIS. AREA--SUSITNA HYDRO FEASIBILITY OF--CHULITNA CP--JSB MARK TYPE--BM DISK MONUMENTATION CODE--A OTHER CJNTROL-- LATITUDE = 624945N LONGITUDE = 1483300W ***************~ ORIGINAL DESCRIPTION ********~******* BENCHMARK WAS REACHED ·y HELICOPTER AND IS LOCATED APROX. 2.1 MI. ON AN APROX. TRUE BEARING OF H77E FROM THE JUNCTION OF THE SUSITNA RIVER AND TSUSENA CRK. IN ROCK OUTCROP ON HIGH SPOT OF PROMINENT E-W RIDGE APROX. 0.4 MI. N OF rHE SUSITNA RIVER AND APROX. 200 FEET S OF A 12 BY 30 FOOT METAl TRAILERHOUSE. ACRN= *************** BENCH MARK DESCRI~TION *************** DESIGNATION--21-C STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62148144 QSN--LINE--AREA--SUSITHA HYDRO FEASIBILITY LOCATED 35.5 MI. E FROM THE CITY OR TOWN OF--CHULITNA] MONUMENT BY--RMC YR--1980 CP--JSB MA~K TYPE--BM DISK ~ SPECIFIC SETTING--BOULDER MONUMEHTATION CODE--C STAMPING--21-C RMC 1980 OTHER CONTROL-- LATITUDE = 625215H LONGITUDE = 1482755W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 2.9 MI. ON AN APROX. TRUE BEARING OF N04E FROM THE JUNCTION OF THE SUSITNA RIVER AND DEADMAN CREEK ON TOP OF A 15 BY 20 FOOT ROUND ROCK BOULDER ON NW GENTLE SLOPE APROX. 600 FEET NE OF W END OF A 1200 FOOT LONG LAKE WHICH RUNS NW-SE AND IS APROX. 0.3 MI. SW OF DEADMAN CRK. PAGE B-l7 ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--20-C STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62148144 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 36.5 E FROM THE CITY OR TOWN OF--CHULITNA MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMENTATIOH CODE--A STAMPING--20-C RMC 1980 OTHER CONTROL-- LATITUDE = 625~05N lONGITUDE = !48a625W **************** ORIGI~Al DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICC~TER AND IS lOCATED APROX. 5.0 MI. ON AN APROX. TRUE BEARING ~F NilE FROM THE JUNCTION OF THE SUSITNA RIVER AND DEADMAN CRK. IN FLAT ROCK OUTCROP ON SLIGHT WESTERLY SLOPE OF PROMINENT ROUNDED TOP-RIDGE AND IS APROX. 0.6 MI E OF DEADMAH-CRK .. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATXON--19-C STATE--AK COUNTY--~RD. JUD. DIS. QUAD--N6214814~ QSN--LINE--AREA--SUSITNA HYDRO FEAS!BILITY LOCATED 38 MI. E FROM THE CITY OR TOWN OF--CHULITNA MOHUMEHT BY--R~C YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMENTATIOH CODE--A STAMPING--19-C RMC 1980 OTHER CONTROL-- LATITUDE = 625545N LONGIT~DE = 1482240W **************** ORIGINAl DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 7.4 MI. ON AN APROX. TRUE BEARING OF N23E FROM THE JUNCTION OF THE SUSITHA RIVER AND DEADMAN CRK. ON TOP OF A POINTED 4 BY 4 FOOT ROCK OUTCROP IN OPEH TUNDRA AREA APROX. 100 FEET E OF SLIGHT SlOPE BREAK APROX~ 0.3 MI. SE OF WHERE DEADMAN CR~. NARROWS IN WIDTH. PAGE B~l8 ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--18-C STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62148141 QSH--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 39.5 MI. ENE FROM THE CITY OR TOWN OF--CHULITNA MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--EM DISK SPECIFIC SETTING--ROCK OUTCROP MOhUMENTAT!ON CODE--A STAMPING--18-C RMC 1980 OTHER CONTROL-- LATITUDE = 625745N LONGITUDE = 1481950W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 9.4 MI. ON AN APROX. TRUE BEARING OF N15W FROM THE JUNCTION OF THE SUSITNA RIVER AND WATANA CRK. ON TOP OF A POINTED ROCK OUTCROP APROX. 50 FEET E OF E EDGE OF ROCK PLATEAU APROX. 0.5 MI. E OF DEADMAN CRK. IN OPEN AREA FREE OF BRUSH. ACRN= *************** BENCH MARK DESCRIPTION HM************~ DESIGNATION--17-C STATE--AK CPUNTY--3RD. JUD. DIS. QUAD--N62148141 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 40 MI. ESE FROM THE CITY OR TOWN OF--HONOLULU MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMENTATION CODE--A STAMPING--17-C RMC 1980 OTHER CONTROL-- LATITUDE = 625755N lONGITUDE = 1481840W **************** ORIGINAL DESCRIPTION **************** BENeHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 9.5 MI. ON AN APROX. TRUE BEARING OF NilE FROM THE JUNCTION OF THE SUSITNA RIVER AND WATANA CRK. IN BEDROCK OUTCROP BENCH APROX. 4aO FEET SW OF A WELL DEFINED BRUSHY DRAINAGE AND IS IN OPEN TUNDRA AND ROCK AREA . • PAGEB-19 ACRN= , . *************** BENCH MARK DESCRIPTION *************** DESIGNATION--16-C STATE--AK COUNTY--3RD. JUD. DIS QUAD--N62148141 QSN--LINE--.~REA--SUSITNA HYDRO. FEASIBILIT LOCATED 40.5 MI. ESE FROM THE CITY OR TOWN OF--HONOLULU MONUMENT BY:-RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SEtTING--ROCK OUTCROP MONUMENTATION CODE--A STAMPING--16-C RMC 1980 OTHER CONTROL-- LATITUDE = 625900N LONGITUDE = l481735W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 10~6 MI. ON AN APROX. TRUE BEARING OF N07W FROM THE JUNCTION OF THE SUSITHA RIVER AND WATANA CRK. IN ROCK OUTCROP ON THEW SLOPE OF A 3700 FOOT ELEV. RIDGE WHICH RUNS HE. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--15-C STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62143141 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 41 MI. ESE FROM THE CITY OR TOWN OF--HONOLULU MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--BOULDER MONUMENTATION CODE--C STAMPING--15-C RMC 1980 OTHER CONTROL-- LATITUDE = 630000N LONGITUDE = 1481620W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 11.6 MI. ON AN APROX. TRUE BEARING OF N03W FROM THE JUNCTION OF THE SUSITNA RIVER A~D LJATANA CRK. IN HIGH POINT OF 20 BY 6 FOOT ROCK PROTRUDING 6 FEET ABOVE GROUND ON PLATEAU WITH LIGHT BRUSH APROX. 150 FEET N OF BRUSHY DRAINAGE WHICH FLOWS 0.3 MILES WEST TO DEADMAN CRK. PAGE B.,-20 ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGHATION--14-C STATE--AK COUNTY--3RD. JUD. DIS. QUAD-~H63148232 QSN--LIN~--AREA--SUSITHA HYDRO FEASIBILITY LOCATED 41 MI ESE FROM THE CITY OR TOWN OF--HONOLULU MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMENTATION CODE--A STAMPIHG--14-C RMC 1980 OTHER CONTROL-- LATITUDE = 630100N LONGITUDE = 1481525W ***************~ ORIGINAL DESCRIPTION **~************* BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 3.4 MI. ON AN APROX. TRUE BEARING OD Sl4W FROM THE PEAK OF DEADMAN MOUNTAIN IN ROCK OUTCROP ON A WELL DEFINED BENCH APROX. 0.2 MI. N OF THEN SHORE OF DEADMAN LAKE. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--13-C STATE--AK COUNTY--3RD. JUD. DIS. QUAD--H63148223 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 43 MI. E FROM THE CITY OR Tm!N OF--HONOLULU MONUNENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--BOULDER MOhUMENTATION CODE--C STAMPING--13-C RMC 1980 OTHER CONTROL-- LATITUDE = 630200N LONGITUDE = l481315W **************** ORIGINAL DESCRIPTION ~*************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LDCATED APROX. 2.0 MI. ON AH APROX. TRUE BEARING OF S07E FROM THE PEAK OF DEADMAN MOUNTAIN ON TOP OF 6 BY 8 FOOT ROCK BOULDER PROTRUDING 3 FEET ABOVE GROUND AT TOE OF STEEP SIDESLOPE OF DEADMAN MOUNTAIK IN SMALL BASIN. PAGEB-2l ACRH= *************** BENCH MARK DESCRI~TION *************** DESIGNATION--12-C STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N63148223 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 43 MI. E FROM THE CITY OR TOWN OF--HONOLULU MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--BOULDER MONUMENTATION CODE--C STAMPING--12-C RMC 1980 OTHER CONTROL-- LATITUDE = 630310N LONGITUDE = l481103W **************** ORIGINAL DESCRIPTION *¥************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 1.5 MI. ON AN APROX. TRUE BEARING OF S77E FROM THE PEAK OF DEADMAN MOUNTAIN ON TOP OF A 10 BY 15 FOOT ROCK PROTRUDING 6 FEET ABOVE GROUND OH E SIDESLOPE OF DEADMAN MOUNTAIN APROX. 500 FEET SW OF SMALL CRK •. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--11-C STATE--AK COUNTY--3RD. JUD. DIS. QUAD--*N6314822 QSH--3 LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 44 MI. E FROM THE CITY OR TOWN OF--HONOLULU MOHUMEHT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--BOULDER MONUMENTATION CODE--C STAMPING--11-C RMC 1980 OTHER CONTROL-- LATITUDE = 6320410 LONGITUDE = Nl480925 **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 2.2 MI. ON AN APROX. TRUE BEARING OF N79E FROM THE PEAK OF DEADMAN MOUNTAIN ON TOP OF A 8 BY 6 FOOT ROCK PROTRUDING 3 FEET IN AN AREA OF SMALL BENCHES APROX. 0.7 MI. NW OF YIN DEADMAN CRK .. PAGE B-22 ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--10-C STATE--AK COUHTY--3RD. JUD. DIS. QUAD--N63148222 QSN--LINE--AREA--SUSITNA HYDRO FEASIBiliTY LOCATED 45.5 MI. E FROM THE CITY OR TOWN OF--HONOLULU MONUMENT BY--RMC · YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUNENTATION CODE--A STAMPING--10-C RMC 1980 OTHER CONTROL-- LATITUDE = 630540N LONGITUDE = l480620W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 4.4 MI. ON AN APROX. TRUE BEARING OF N60E FROM THE PEAK OF DEADMAN MOUNTAIN OH TOP OF lARGE CliFF ROCK OUTCROP ON S SIDESLOPE OF A 3715 FOOT ELEV. ROUND KNOB. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--9-C STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N63148222 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 47 MI. ENE FROM THE CITY OR TOWN OF--HONOLULU MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMEHTATION CODE--A STAMPING--9-C RMC 1980 OTHER CONTROL-- LATITUDE = 630620N LONGITUDE = 1480330W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 6.0 MI. ON AN APROX. TRUE BEARING OF N61E FROM THE PEAK OF DEADMAN MOUNTAIN ON TOP OF A PROMINENT 12 FOOT DIA. ROUND TOP ROCK OUTCROP APROX. 1000 FEET~ OF UNNAMED CRK. ON S SIDESLOPE OF WEST RIDGE FORMIMG THE W SIDE OF DEADMAN CRK. DRAINAGE. PAGr-B-23 . " '- ACRN= I I *************** BENCH MARK DESCRIPTION *************** . DESIGN~!!0~--8-C STATE--AK COUNTY--3RD. JUD. DIS. QUAD--,,o~l~8222 QSN--LINE--AREA--SUSITNA HYDRO cEASIBILITY LOCATED 40 MI. ESE FROM THE CITY OR TOWN OF--BRO~D PASS MGNUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP f10NUMENTATION CODE--A STAMPING--a-c RMC 1980 OTHER CONTROL-- LATITUDE = 630650N LONGITUDE = 1480140N **************** ORIGII~AL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 7.2 MI. ON AN APROX. TRUE BEARING OF N59E FROM THE PEAK OF DEADMAN MOUNTAIN ON TOP OF A PROMINENT 3 BY 3 FOOT POINTED TRIANGULAR SHAPED ROCK IN LOW SPOT OF TUNDRA VALLEY ON SIDESLOPE OF PROMINENT RIDGE FORMING THE W SIDE OF DEADMAN CRK. DRAINAGE. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--7-C STATE--AK COUNTY--3RD. JUD. DIS QUAD--N63147334 QSH--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 41 MI. ESE FROM THE CITY OR TOWN OF--BROAD PASS MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMENTATION CODE--A STAM?ING--7-C RMC 1930 OTHER CONTROL-- LATITUDE = 630750N LONGITUDE = 1475850W **********~***** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 4.3 MI. ON AN APROX. TRUE BEARING OF S4GH FROM THE S TIP OF BUTTE LAKE ON TOP OF PROMIHEHT POINTED ROCK OUTCROP ON A tlE SIDESLOPE OF A 3820 FOOT ELEV. KNO& AHD IS APROX. 0.3 MI. NE OF W TRIBUTARY OF BUTTE CRK •. PAGE B-24 ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--6-C STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N63147334 QSN--LINE-·-AREA--SUSITNA HYDRO FEASIBILITY LOCATED 41.5 ESE FROM THE CITY OR TOWN OF--BROAD PASS MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMENTATION CODE--A STAMPING--6-C RMC 1980 OTHER CONTROL-- LATITUDE = 630840N LONGITUDE = 1475720W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 3.1 MI. ON AN APROX. TRUE BEARING OF S51W FROM THE S TIP OF BUTTE LAKE ON TOP OF A PROMINENT 15 FOOT DIA. POINTED ROCK OUICROP PROTRUDING APROX. 10 FEET ABOVE TUNDRA GROUND APROX. 50 FEET E OF BRUSHY CRK. DRAINAGE. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--5-C STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N63147334 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 41 MI. ESE FROM THE CITY OR TOWN OF--BROAD PASS MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMENTATION CODE--A STAM?ING--5-C RMC 1980 OTHER CONTROL-- LATITUDE = 631000N LONGITUDE = 1475600W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 1.7 MI. ON AN APORX. TRUE BEARING OF S74W FROM THE S TIP OF BUTTE LAKE ON TOP OF A ROCK OUTCROP IN TUNDRA BENCH AREA OF THE E SIDESLOPE OF A PROMINENT RIDGE FORMING THE W SIDE OF BUTTE CRK. DRAINAGE. MARK IS APROX. 100 FEET W OF A 100 FOOT DIAMETER AREA OF LOW WILLOW BRUSH. PAGE B-25 ACRN= *************** DESIGNATION--4-C BENCH MARK DESCRIPTION *************** QUAD--H63147334 QSN--LINE--~OCATED 43.5 MI ESE FROM THE CITY OR TOWN MONUMENT BY--RMC YR--1980 STATE--AK COUNTY--3RD. JUD. DIS. AREA--SU,ITHA HYDRO FEASIBILITY OF--BROAD PASS CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP STAMPING--4-C RMC 1980 LATITUDE = 631100N LONGITUDE = 1475355W MONUMENTATION CODE--A OTHER CONTROL-- **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 0.8 MI. ON AN APROX. TRUE BEARING OF N41W FROM THE S TIP OF BUTTE LAKE ON SE SLOPE OF A 4200 FOOT ROUND TOP MOUNTAIN CPEAK APROX. 3.9 MI. NW) APROX. 100 FEET WEST OF DROP TO BRUSHY FLAT AREA, SET ON HIGH SPOT OF AN APROX. 15 FOOT ROUND ROCK OUTCR~P WHICH PROJECTS APROX. 3 FEET ABOVE NATURAL GROUND. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATIOH--3-C STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N63147331 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 44 MI. E FROM THE CITY OR TOWN OF--BROAD PASS MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--BOULDER MONUMENTATION CODE--C STAMPING--3-C RMC 1980 OTHER CONTROL-- LATITUDE = 631200H LONGITUDE = 1475155W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 1.9 MI. ON AN APROX. TRUE BEARING OF Nl2E FROM THE S TIP OF BUTTE LAKE AT TOP OF HE SLOPE OF A 4200 FOOT ELEV. ROUNDED TOP MOUNTAIN. BENCHMARK IS SET IN TOP OF AN EXPOSED ROCK BOULDER PROTRUDING APROX. l FOOT IN OPEN TUNDRA AREA. PAGE B-26 ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--2-C STATE--AK COUHTY--3RD. JUD. DIS. QUAD--N63147331 QSN--LINE--AREA--SUSITAN HYDRO. FEASIBILIT LOCATED 45 MI. E FROM THE CITY OR TOWN OF--BROAD PASS MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMENTATION CODE--A STAMPING--2-C RMC 1980 OTHER CONTROL-- LATITUDE = 631230N LONGITUDE = 1475025W ************~*** ORIGINAL DESCRIPTION **************** BENCliMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 2.7 MI. ON AN APROX. TRUE BEARING OF N27E FROM THE SOUTH TIP OF BUTTE LAKE ON TOP OF APROX. 10 FOOT BY 10 FOOT POINTED EXPOSED ROCK BOULDER WHICH PROTUDES APROX. 3 FEET IN OPEN TUNDRA AREA. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--1-C STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N63147331 Q!lH--LIHE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 46 MI. E !:ROM THE CITY OR TOWN OF--BROAD PASS MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMENTATION CODE--A STAMPIHG--1-C RMC 1980 OTHER CONTROL-- LATITUDE = 631300N LONGITUDE = 1474800W ***~************ ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER ANti IS LOCATED APROX. 4.0 MI. ON AN APROX. TRUE BEARING OF N39E FROM THE SOUTH TIP OF BUTTE LAKE ON HIGH SPOT OF SMALL RIDGE WHICH RUNS SW APROX. 1.8 MI. S OF MAJOR BEND IN THE DENALI HWY .• BM 62A BM 34 A f '";:' ~, ..... , '9-..,.~~,...r .. ;t ' BM 38A 'I ( BM 61A BM 36A BM 43A . : ... .i Page B-27 BM 47A BM 60A BM 79B ... 'I ,. BM 5lA B~1 78B BM 808 Page B-28 / ' . • t ' "'· l Page B-29 '· . . -.~Itt< ..... ')~~~~.~ .c; .• BM 818 BM 828 ~--.,. /t ... \ \ / • • ' • j ' . / l 8M 838 8M 848 ·--- .... . . .. 8M 858 8H 868 .' ~ 8M 878 8M 101 B ' • J t l' ' ' '1'\ • .. 1 ~ l .. '; J <1. i; •\ ' I t."tif t ' • l. I '1' .. . .. BM 1028 8M 1038 8M 1048 8M 1058 BM 22C . .. t, ' ; ~"' .. BM 20C BM 18C .... ,JII; -... ,4' ... ~ ;• . Page B-31 BM 21C ~ .. ,, BM 19C . . BM 17C r~.--·-,. c . ' I BM 16C BM 14C -.... ... !W . ...-: ..... - ;/'4'• • BM 12C \ . • .. , ' . BM 15C BM 13C BM llC Page B-32 \ ~.-..... ~(.,.,., , . .... ... . t' "' .. ., \\l~ I. ' -I " ~ .... 1!' ~ ·~· :~~~~M~ . . ' . .... BM 10C BM Be BM 6C Page B-33 .• A. BM 9C -·- ..... -~ - .. BM 7C BM 5C Page B-34 '" BM 4C BH 3C BM 2C BM lC Page B-35 • 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. Alcap -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 in block type. 8 -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 ADF&G for location identification of the upstream end of a slough where mainstem flow could diverge and flow through the slough. L.B. & 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. Page B-36 LRX -Lower r1ver cross section. Designation established by R&M for identification of mainstem cross sections which were used primarily for computer mode· ling. M -Mainstem. Designation Pstablished 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 1 ' 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. Abbreviation used 1n lccation descriptions T -Tributary. Designation established by ADF&G for identification of staff gages. W -Mouth. Designation established by ADF&G for use in labelling the mouth of sloughs where they converge with the mainstem. X-sec -Cross Section r37/f2 r37/el R&M CONSULTANTS TEMPORARY BENCHMARKS FOR MAIN CHANNEL CROSS SECTIONS 1980-1982* Monument _Description R&M Rebar & Alcap 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 & Alcap, left bank near HM 144.9 Nail in base of 16" cottonwood, top oi~ right bank Rebar at toe of steep left bank Nail in root of cottonwood near RM 143.2 R&M Rebar & Alcap~ 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 at RM 139.5 Nail in 6" C.W. on right bank at LRX-51 R&M Rebar & Alcap, left bank at RM 138.9 Identification LRX-68 L. B. LRX-67 R. B. LRX-66 R. B. LRX-65 R. B. LRX-64 R. Bf 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. LKX-52 L. B. Indian LRX-51 L. B. * NOTE: LRX-1 -LRX-62 were surveyed in 1980, LRX-63 -LRX-68 were surveyed in 1981, the remaining cross sections were surveyed in 1982. Page B-37 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 R&M Rebar & Alcap, on steep bedrock, left bank R&M Rebar & Alcap, left bank at RM 138.2 R&M Rebar & Alcap, top of left bank Rf,.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 Rebar & Alcap, angle point on far left bank R&M Rebar & Alcap, left bank main channel Nail in cottonwood tree on right bank · R&M Rebar & Alcap, left bank RM 135.6 Nail in tree stump on right 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, left 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, I dentificc;)tion LRX-50 L. B. LRX-49 L.B. LRX-48 L. B. LHX-47 L. B. LRX-46 L. B. LHX-45 L. B. LRX-44 R. B. LRX-44 L. B. LRX-43 L. B. LRX-42 R. B. LRX-42 L. B. LRX-41 R. B. LRX-41 L. B. LRX-40 R. B. LRX-40 L. B. LRX-39 L. B. LRX-38 L. B. LRX-37 L. B. LRX-36 L. B. TBM-1 LRX-35 L. B. the remaining cross sections were surveyed in 1982. " Page B-38 Elevation 709.34 733.40 700.48 700.48 700.17 690.81 693.48 688.67 683.11 676.71 703.81 664.55 703.01 663.30 676.53 652.06 647.98 650.08 631.37 630.49 626.56 r37/e3 R&M CONSULTANTS TEMPORARY BENCHMARKS FOR MAIN CHANt~EL CROSS SECTIONS 1980 -1982* Monument Description R&M Rebar & Alcap, top of left bank, west channel R&M Rebar & Alcap, left bank main channel Nail in 12" cottonwood on right bank Identification LRX-34 L. B. LRX-33 L.B. Page B-39 Elevation 625.38 615.53 619.05 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 & Alcap, 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 N1 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 & Alcap, 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 & Alcap, 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 crest 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 R&M Rebar & Alcap, right bank of main channel LRX-25A R. B. 542.10 Nail in 16" cottonwood stump on left bank main channel TBM "Tooth" 539.50 * NOTE: LRX-1 -LRX-62 were surveyed in 1980, LRX-63 ... LRX-68 were sut·veyed in 1981, the remaining cross sections were surveyed in 198.4. r37/e4 R&M CONSULTANTS TEMPORARY BENCHMARKS FOR MAIN CHANNEL CROSS SECTIONS 1980 -1982* Monument Description Identification R&M Rebar & Alcap, left bank of east channel LRX-25 L. B. Spike in 15" spruce near Curry crest gage TBM-1 R&M Rebar & Alcap, left bank at RM 120.7 LRX-24 L. B. Nail in base of 15" spruce at angle point on island TBM "FLU" R&M Rebar & Alcap, left bank at RM 119.3 LRX-23 L. B. Nail in cottonwood on right bank at RM 119.2 TBM "Fern" R&M Rebar & Alcap, left bAnk by RR tracks LRX-21 L. B. R&M Rebar & Alcap, right bank at RM 118.4 LRX-20B R. B. R&M Rebar & Ale;·~, left bank of east channel LRX-20A L. B. R&M Rebar & Alcap, right bank of west channel LRX-20A R. B. R&M Rebar & Alcap, left bank at RM 117.2 LRX-20 L.B. R&M Rebar & Alcap, left bank at RM 116.5 LRX-19 L.B. R&M Rebar & Alcap, left bank at RM 115.9 LRX-18C L.B. R&M Rebar & Alcap, right bank main channel LRX-18C R. B. R&M Rebar· & Alcap, left bank east channel RM 115.3 LRX-18B L.B. Orange painted rock on right bank main channel LRX-18B R. B. R&M Rebar & Alcap, left bank at head of Lane SL LRX-18A L .. B. R&M Rebar & Alcap, right bank of west channel LRX-1c:A R. B. Nail set in tree at top of right bank LRX-18 R. B. R&M Rebar & Alcap, left bank at RM 113 LRX-18 L.B. R&M Rebar & Alcap, left bank at RM 112.7 LRX-17 L.B. * NOTE: LRX-1 -LRX-62 were surveyed in 1980, LRX-63 -LRX-68 were surveyed in 1981, the remaining cross sections were surveyed in 1982. • Page B-40 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 CONSULTANTS TEMPORARY BENCHMARKS FOR MAIN CHANNEL CROSS SECTIONS 1980 -1982* Monument Description Identification Spike in 48" cottonwood on right bank, weat channel LRX-16 R. B. R&M Rebar & Alcap, ieft bank of east channel LRX-16 L. B. R&M Rebar & Alcap, right bank at toe of bluff LRX-15 R. B. R&M Rebar & Alcap, left bank of east channel LRX-15 L. B. R&M Rebar & Alcap, on right bank at toe of bluff LRX-14 R. B. R&M Rebar & Alcap, left bank of east channel LRX-14 L. B. R&M Rebar & Alcap, top of left bank at RM 110.3 LRX-13 L. B. Spike in 25" cottonwood on right bank at RM 108.4 LRX-12 R. B. Spike in railroad tie on left bank at RM 108.4 LRX-12 L. B. R&M Rebar set near toe of right bank at RM 106.7 LRX-11 R. B. R&M Rebar & AI cap, left bank at RM 106.7 LRX-11 L. B. R&M Rebar & Alcap, left bank at RM 106.4 LRX-10C L.B. R&M Rebar & Alcap, right bank below bluff LRX-10C R. B. R&M Rebar & Alcap, left bank at RM 105.9 LRX-108 L. B. R&M Rebar & Alcap, right bank below bluff LRX-10B R.B. R&M Rebar & Alcap, left bank at RM 105.1 LRX-10A L. B. R&M Rebar & Alcap, right bank of west channel LRX-10A R. B. R&M Rebar & Alcap, left bank at RM 104.8 LRX-10 L. B. Spike in 28" cottonwood on left bank of west channel TBM "RAIN" R&M Rebar & Alcap, left bank at RM 104.1 LRX-9A L. B. R&M Rebar & AJcap, right bank in vegetation LRX-9A R. B. * NOTE: LRX-1 -LRX-62 were surveyed in 1980, LRX-63 -LRX-68 were surveyed in 1981, the remaining cross seGtions were surveyed in 1982. Page B-41 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/e6 R&M CONSULTANTS TEMPORARY BENCHMARKS FOR MAIN CHANNEL CROSS SECTIONS 1980 -1982* Monument Description R&M Rebar & AI cap, 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 & Alcap, 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 R&M Rebar & Alcap_. right bank at RM 100.1 R&M Rebar & Alcap, left bani< of east channel R&M Rebar & Afcap, right bank at RM 99.9 R&M Rebar & Alcap, left bank of east channel R&M Rebar & Alcap, right bank at RM 99.8 R&M Rebar & Alcap, left bank of east channel Spike in 10" Spruce near crest gages at RM 99.5 R&M Rebar & Alcap, left bank of main channel * NOTE~ LRX-1 -LRX-62 were surveyed in 1930, 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. G. • Page B-42 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-4B L. B. LRX-4B R. B. LRX-4A L. B. LRX-4A R. B. LRX-4 L. B. TBM-1 LRX-30 L. B. 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. r37/e7 R&M CONSULTANTS TEMPORARY BENCHMARKS FOR MAIN CHANNEL CROSS SECTIONS 1980 -1982* Man ument Description Identification R&M Rebar & Alcap, 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 & Alcap, 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 & Alcap, 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 & AI cap 1 right bank of island LRX-3A R. B. Nai! set in cottonwood log on bank of island TBM COAST R&M Rebar & Alcap, left bank of main channel LRX-3 L. B. R&M Rebar & Alcap., left bank of Susitna at RM 98.5 LRX-2C L. B. R&M Rebar & Alcap, right bank of Chulitna River LRX-2C R.B. R&M Rebar & Alcap, left bank of 5usitna at RM 98.3 LRX-2B L. B. R&M Rebar & Alcap, right bank of Chulitna River LRX-2B 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 & Alcap, left bank Susitna left channel R&M Rebar & Alcap, 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 Talkeetna R. R&M Rebar & Alcap, right bank of west channel R&M Rebar & Alcap, left bank near vegetation LRX-2 L. B. LRX-2 R. B. LRX-1 B L. B. LRX-1B R.B. LRX .. 1A L. B. LRX-1A R. B. LRX-1 L. 3. * NOTE: LRX-1 -LRX-62 were surveyed in 1980, LRX-63 -LRX-68 were surveyed in 1981, the remaining cross sections were surveyed in 1982. Pc:ge B-43 J:levation 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 CONSULTANTS TEMPORARY BENCH1V1ARKS FOR MAIN CHANNEL CROSS SECTIONS 1980 -1982* Monument Description R&M Rebar & Alcap 1 right bank at RM 97 R&M Rebar & Alcap 1 right bank near RM 96. 6 R&M Rebar & A leap I left bank near RM 96.8 R&M Rebar & AI cap I right bank near RM 96.2 R&M Rebar & Alcap, left bank near RM 96.5 R&M Rebar & Alcapl right bank near RM 95.9 R&M Rebar & Alcap, left bank near RM 95.6 R&M Rebar & Alcap 1 right bank near RM 95.5 R&M Rebar & Alcap, left bank near RM 95.2 R&M Rebar & Alcap, right bank ne,'.lr RM 94.9 R&M Rebar & Alcap, left bank near RM 94.9 R&M Rebar & A leap, right bank near RM 94.5 R&M Rebar & Alcap~ left bank near RM 94.5 R&M Rebar & A'cap, right bank near RM 94 R&M Rebar & Alcap, left bank near RM 94.2 * NOTE: LRX-1 -LRX-62 were surveyed in 1980, LRX-63 -LRX-68 were surveyed in 1981, Identification LRX-1 R. B. LRX-11 R.B. LRX-11 L.B. LRX-12 R. B. LRX ... J2 L. B. LRX-13 R. B. LRX-13 L. B. LRX-14 R. B. LRX-14 L. B. LRX-15 R.B. LRX-15 L. B. LRX-16 R. B. LRX-16 L. B. LRX-17 R. B. LRX-17 L. B. the remaining cross sections were surveyed in 1982. Page B-44 Elevation 338.80 336.77 338.43 334.54 340.68 334.62 330.55 329.14 328.98 323.80 332.39 323.22 339.22 322.22 321.66 r37/d1 R&M CONSULTANTS TEMPORARY BENCHMARKS FOR 1982 SLOUGH SURVEYS Description/Location Chiseled Square, right bank, mouth Portage Cr. Photo panel center, rabar & AI cap TBM "Portage Q R. B.", right bank @ discharge site R&M Rebar & Alcap, right bank, mouth Jackiong Cr. R&M Rebar & Alcap, left bank, mouth Jacklong Cr. R&M Rebar & Alcap, right bank, head SL 22 R&M Spike, left bank, SL 22 R&M Rebar & Alcap, 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 R&M Rebar & Alcap, right bank SL 21 @ recorder R&M Rebar & Alcap, left bank, SJ .• 21 @ recorder RfTM Rebar & Alcap, right bank, x-sec SL 21 R&M Rebar & Alcap, left bank., x-sec SL 21 R&M Rebar & Alcap, left bank of access channel R&M Rebar & Alcap, right bank of access channel Page B ·45 • River Mile I. D. Elevation 148.9 T R. B. 848.32 148.9 T L. B. 844.27 148.9 Q R. B. 845.46 144.9 T1 R.B. 794.13 144.9 T1 L.B. 796.94 144.8 H4 R. B. 791.93 144.8 H4 L. B. 794.99 144. 6 S3 R . B . 789.54 144.6 S3 L.B. 788.92 144.4 S2 R. B. 785.16 144.3 M1 R.B. 794.78 144.3 M1 R.B. 794.79 144.3 S4 L.B. 788.86 144.3 W3 L. B. 788.25 144.2 W1 R.B. 786.00 144.2 W1 L.B. 784.58 142.0 H9 L. B. 763.33 I ·n . 9 S8 R . B . 752.21 141.9 S8 L.B. 751.66 141.8 S7 R. B. 750.39 141.8 S7 L.B. 751.45 141.8 A6 L. B. 753.45 141.8 A6 R. B. 753.04 r37/d2 R&M CONSULTANTS TEMPORARY BENCHMARKS FOR 1982 SLOUGH SURVEYS (Continued) Description/ Location R&M Rebar & Alcap, left bank of access channe~ R&M Reba~ & Alcap, right bank of access channel R&M Rebar & Alcap, right bank of ~ccess channel R&M Rebar & Alcap, left bank of access channel R&M Rebar & Alcap, right bank of access channel R&M Rebar & Alcap, left bank of access channel R&M Rebar & Alcap, right bank on point of island R&M Rebar & Alcap, left bank, mouth SL 21 R&M Rebar & 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 l~" Alcap at mouth of SL 19, right bank R&M Rebar & Alcap, left bank, mouth of SL 19 R&M Rebar & Alcap, left bank at mouth of Indian River R&M TBM, 8" spike in 30" C. W. tree on right bank of J ndian River River Mile I. D. 141 . 7 AS L. 8 . 141 . 7 AS R. B. 141.3 A4 R. B. 141.0 A3 L.B. 141.0 A3 R.B. 140.8 A2 L.B. 140.6 W1 R.B. 140.6 W1 L.B. 140.6 H3 L. B. 140.6 H3 L.B. 140.6 H3 R.B. 140.2 S2 L.B. 140.2 S2 R. B. 140. 1 W1 L. B. 140.1 T3 B. 139 . 8 VJ1 L. B . '138 . 6 T 1 L. B . Page B-46 Elevation 750.81 751.27 746.28 743.45 740.84 741.00 736.05 735.53 737.33 737.49 734.25 735.73 729.66 732.20 728.14 732.57 725.14 725.09 712.02 714.09 r37/d3 R&M CONSULTANTS TEMPORARY BENCHMARKS FOR 1982 SLOUGH SURVEYS (Continued) Page B-47 • Description/ Location River Mile I. D. Elevation ADF&G Rebar on right bank at head of SL 16 ADF&G Rebar on left bank at !lead 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, left bank, Gold Cr. discharge 138.0 S3 L.B. 138. 0 S3 R . B . 137. 9 S2 R. B . 137.8 W1 L.B. 137.8 W1 R.B. site 136.8 T2 L. B. R&M Rebar & Alcap, right bank, Gold Cr. discharge site 136.8 T2 R. B. R&M Rebar & Alcap, left bank at mouth of Gold Cr. 136.8 T1 L. B. R&M Rebar E-Alcap, right bank at mouth of Gold Cr. 136.8 T1 R. B. R&M Rebar & Alcap, left bank of SL 11 at head 136.5 H4 L. B. R&M Rebar & Alcap, left bank bypass channel, discharge site 136.5 Q3 L. B. R&M Rebar & Alcap, right bank bypass channel, discharge site •' 136,5 Q3 R.B. R&M Rebar & Alcap, left cank at recorder site, SL 11 135.7 S2 L. B. R&M Rebar & Alcap, right bank at recorder site, s L 11 135. 7 S2 R . B . R&M Rebar & Alcap, left bank, mouth of SL 11 135.5 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 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, 300ft. 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 site Page B-48 • River Mile I. D. Elsva.tion ;,._,._ 135 . 5 W1 R . B . 672 . 77 135.1 51 L.B. 672.00 135. 1 S 1 R. B. 669. 56 134.1 Sl L.B. 654.37 134. 1 S 1 R . B . 654 . 24 131 . 9 T 1 L. B . 639. 85 131 . 9 T 1 R. B . 641 . 52 131 . 2 S4 R , B . 626. 18 131.2 S4 L.B. 624.39 131. 1 S 1 R . B . 623 . 03 131.1 S1 L.B. 619.08 131 . 1 T2 L . B . 621 . 52 131 . 1 T2 R . B . 622 . 66 131 . 1 T3 R. B. 626. 13 131 . 1 T3 L. B • 62 7 . 69 130. 8 T2 L. B . 622 . 78 130. 8 T2 R • B . 624. 96 r37/d5 R&M CONSULTANTS TEMPORARY BENCHMARKS FOR 1982 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 8" 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, 350ft 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 8" birch, near well 9-10 R&M Rebar & Alcap, left bank 30ft. U.S. of well 9-10 R&M Rebar & Alcap, right bank 8.9 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 Page B-49 River Mile I. D. Elevation 130.8 T1 L.B. 622.25 130. 8 T 1 R . B . 623 . 53 129.5 T6 129.5 T6 L. B. 129.5 T6 R. B. 129.5 T6 129 . 4 T7 R . B . 129 . 4 T7 L. B . 129.3 S8 129.3 sa L.B. 129.3 sa R. B. 129.3 H9 L. B. 129.3 H9 R. B. 129.3 H9 129.2 T7 129.2 S5 L.B. 129.2 S5 R. B. 128.8 S3 L.B. 128 . 8 S3 R . B . 128.8 613.95 610.39 607.41 605. 15 605.66 605.43 609.23 608.28 606.33 606.77 608.18 605.85 606.66 605.08 606.01 600.10 598.94 600.18 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 SL 9 R&M Rebar & Alcap, left bank, mouth of SL 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 SL 8 R&M Rebar & Alcap, rigJ,t bank SL 8 R&M Rebar & Alcap, left bank SL 8 R&M Rebar & Alcap, right bank SL 8 R&M Rebar & Alcap, left bank SL 8 R&M Rebar &. Alcap, right bank SL 8 R&M Rebar & Alcap, left bank SL 8 at head R&M Rebar & Alcap, right bank SL 8 at head R&M Rebar & Alcap, left bank SL 8 R&M Rebar & Alcap, right bank SL 8 R&M Rebar S-Alcap, right bank SL 8 R&M Rebar & Alcap, left bank at SL 8 recorder R&M Rebar & Alcap, right bank at SL 8 recorder R&M Rebar & Alcap, left bank SL 8 Page B-50 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 W1 127.3 T1 L. B. 127.3T1 R.B. 126.6 S9 L. B. 126. 6 S9 R. B. 126.5 sa L.B. 126. 5 SS R. B. 126.5 S7 L.B. 126.5 S7 R. B. 126. 1 H4 L. B . 126.1 H4 R.B. 125.9 S6 L.B. 125.9 S6 R. B. 125 . 7 S3 R . B . 125.7 S5 L.B. 125.7 S5 R. B. 125. 7 S3 L . 8 . 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., )eft 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 & Alcap, right bank mouth trib. 117.4 R&M Rebar & Alcap, left bank mouth trib. 117.4 R&M Rebar & Alcap, right bank mouth M3ckenzie Cr. R&M Rebar & Alcap, left bank mouth Mackenzie Cr. R&M Rebar & Alcap, right bank at head Lane 51 R&M Rebar & Alcap, left bank at head Lane Sl. R&M Rebar & Alcap, right bunk Lane Cr. @ bridge Page B-51 • River Mile 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 . 6 T2 R . B . 573.56 569.58 579.99 564.91 560.04 554.31 555.61 536.67 533.73 532.96 501.20 503.04 497.77 496.34 476.23 481.81 478.27 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 & Alcap, right bank, mouth Whiskers Cr. R&M Rebar & Alcap, right bank, mouth Whiskers Sl. R&M Rebar & Alcap, left bank, mouth Whiskers Sf. ADF&G Rebar, left bank, near staff gages 101.2 M4 TBM RR Spike in 6" birch, left bank Susitna R. TBM RR Spike in 10" birch, left bank Susitna R. TBM RR Spike in root of 12" Spruce, left bank TBM RR Spike in 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 railf'·oacl tie. River Mile I. D. 113 . 6 T2 L. B . 113.6 T1 L.B. 113.6 Tl R.B. 110.1 T1 L.B. 110.1 T1 R.B. 101 . 6 H4 L. B. 1 01 . 6 H4 R. B . 101.4 S3 L. B. 'I 01 . 4 S3 R. B. 101.3 T2 L.B. 101.3 T2 R. B. 101:2 W1 R.B. 101.2 W1 L. B. 101.2 96.8 96.6 96.2 95.7 95.4 95.2 • Page B-52 Elevation 481.04 473.21 474.31 445.89 446.14 374.24 372.72 370.38 370.85 368.17 369.37 370.07 370.43 370.74 339.27 338.44 340.17 331.65 334.94 335,19 r37/d9 R&M CONSULTANTS TEMPORARY BENCHMARKS FOR 1982 SLOUGH SURVEYS (Continued) Description/Location TBM RR Spi kt::, west end of rail road tie TBM RR Spike, west end of railroad tie TBM RR Spike, west end of railroad 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, left bank, Sunshine Cr., backwater R&M Rebar & Alcap, right bank, mouth Sunshine Cr. R&M Rebar & Alcap, left bank, mouth Sunshine Cr. R&M Rebar & Alcap, right bank, mouth Rabideaux Cr · R&M Rebar & AI cap, right bank, mouth Rabideaux Cr. R&M Rebar & Alcap, right bank, mouth Whitefish Sl. River Mile I. D. 94.9 94.6 94.3 93.1 H4 L. B. 93. 1 H4 R. B. 89.3 Sl 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 Tl L. B. 83.3 Tl L. B. 83.3 T1 R. B. 78.9 W1 R. B. Page B-53 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 r37/d10 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 CONSULTANTS TEMPORARY BENCHMARKS FOR 1982 SLOUGH SURVEYS (Continued) Description/Location & Alcap, left bank, mouth Whitefish Sl. & Alcap, left bank, head Goose Sf. & Alcap, right bank, head Goose Sl. & Alcap, left bank, x-sec. in Goose Sl. & Alcap, right bank, x-sec. in Goose Sl. & Atcap, left bank, mouth Goose Sl. & Alcap, right bank, mouth Goose S I. & A I. p \.?' f"t!ca , right bank, Goose Cr. & Alcap" left bank, Goose Cr. & Alcap, right bank, Goose Cr. & Alcap, left bank, Goose Cr. Page B-54 RiverMilel. D. Elevation 78.9 Wl L.B. 242.42 75.0 H5 L. B. 222.06 75.0 H5 R. B. 221.38 73.2 S2 L. B. 212.76 73.2 S2 R. B. 213.03 73.1 W1 L.B. 212.96 73.1 W1 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 s1/x5 APPENDIX C s15/y1 Index No. Date Area 1310 1949-51 susitna River Basin - Cook Inlet to Devil Canyon 1311 1951-54 Dena I i Highway -West ~rom Maclaren River 1312 1951-54 Yentna River - Che I a tna Lake 1313 1951 Talkeetna 1314 1961-62 Cook Inlet to Willow East of' susitna River 1315 1961-62 Cook Inlet, Mt. Yenlo West of' Susitna River 1316 1962 Delta Islands 1317 1962 Talkeetna 1318 1962-63 susitna Va I ley 1320 1968 Upper susitna Valley, Chulitna River 1325 1972 Lake Louise Area 1330 1974 Devi I Canyon 1331 1974 Susitna River Basin 1332 1974 Cook Inlet to Talkeetna 1333 1976 W i I I ow Bas i n 1334 1976-79 Susitna River Basin 1335 7/28/77 Susitna River 7/29/77 Go 1 d Creek to Glaciers 1336 1978 Susitna River 1337 1978 Susitna River APPENDIX C AERIAL PHOTOGRAPHY BW or Scale Color 1:40000 BW 1:40000 BW 1:40000 BW 1:40000 BW 1:15840 BW 1:20000 BW 1:20000 BW 1:20000 BW 1~15840 BW 1:15840 BW 1:24000 c 1:30000 BW 1:500000 BW 1:63360 BW 1:24000 BW&C 1:500000 BW 1:1000000 BW 1:120000 C-IR 1:18000 8W 1:72000 BW Contracting Agenc~ USC£ USCE USCE USCE ADL BLM BLM ADL ADL ADL SOP DOT NASA esse esse NASA NASA BLM USCE USCE Location of' Nagatives EROS Data Center EROS Data Center EROS Data Center EROS Data Center ADL (Project Symbol BL) BLM (Project Symbol GP 103, GP 120) BLM (Project Symbol GP 105) ADL (Project Symbol TAK) ADL (Project Symbol SUS) ADL (Project Symbol SUTP) ADL (Project Symbol Lk. Lou.) NPAS EROS Datil Center NPAS ADL (Project Symbol WIL) EROS Data Center EROS Data Center BLM NPAS NPAS Page C-1 s15/y2 APPENDIX c-Aerial Photography (Continued) Index No. 1338 1339 1340 1341 1342 1343 1344 1345 1346 1347 1348 1349 1350 135l 1352 1353 Date 4/8/79 8/25/78 8/11/80 8/1/80 7/19/80 7/19/80 7/19/80 8/24/80 11/14/80 12/5/P.O 4/27/81 5/6/81 5/6/81 5/12/81 5/26/81 5/26/81 8/2lJ/81 10/19/81 Area susitna River Cook Inlet to Talkeetna Upper Susitna River Basin Devil Canyon Reservoir Watana Reservoir Alternative Access Corridor-Susitna Lower Susitna River Susitna River -Delta lsJands to Watana Creek susitna River -Cook Inlet to Watana creek Su£itna River-Bell Island to Watana Creek Susitna River-Bell Island to Curry South lntertie - Pt. l\1ack.enzi e to Wi I I ow North lntertie-Healy to Fairbanks Alternative Access Corridors East-west intertie Susitna River Cook Inlet to Devi I Canyon (For Vegetation Studies) Susitna River Cook Inlet to Ta 1 keetna, 5 miles up Chulitna, 5 miles up Upper Susitna (For Definition of Low Water Channa I) Scale 1:60000 1:120000 1:60000 1:120000 1:24000 1:24000 1:24000 1:48000 1:60000 1:24000 1 :21!000 1:24000 1:30000 1:30000 1:24000 1:24000 1:60,000 BW or Color C-IR BW C-IR BW c (' c BW BW BW BW BW BW BW c c c BW Contracting AgenQ:l___ BLM BLM BU·~ BLM R&M R&M R&M R&M R&M R&M R&f-1 R&M R&M R&M R&M ~&:M BLM BLM BLM BLM NPAS NPAS NPAS NPAS Location of Negatives R&M (35 mm Photography) R&M (35 mm Photography) R&M (35 mm Photography) R&M (35 mm photography) NPAS NPAS NPAS NPAS TES R&M (35 mm photography) • Page C-2 s15/Y3 AP~END1X C-Aerial Photography (Continued) BW lndex or Cant ract 5 ng No. DatJL Area _§;~l.!L Color Agency Location of Negatives 1354 4/26/82 susitna River -fa I keetna 1:12000 BW R&M NPAS to Watana. Three sets of photos; morning, noon, evening. (For Shadow Study) 1355 5/31/82 Susitna River -selected 1:48000 BW R&M NPAS locations between Kashwitna and Devil Canyon (for Slough Studies) 1356 5/31/82 Alternate Access Corridors 1:24..,000 BW R&M NPAS Rand Between Sherman and Watana 1357 6/1/82 susitna River-Talkeatna 1:12,000 BW R&f., NPAS at Devi I Canyon (For Slough Studies) 1358 8/22/82 Alternate Access Corridors 1:24,000 BW R&M NPAS Deadman Mountain 1359 8/22/82 Access Corridors 1:24,000 BW R&M NPAS South of Susitna River • MM~KH¥HHH*KH*MMHKHKM STATION NAME--32-333 ~toUUI"'IEH T BY--R~tC YEAR 19~0 PAGE--A-113 s T A T r o tl D E s c R I P T I o N ;oHo~!o~)tJHoononoooo<~~E STATE--AK COUHTY--3RD. JUD. DIS. QUAD--N621~9140 STA-- CP REACHED BY rACK liME HGT OF TELESCOPE ~HIS NKR TYPE--TRAV STA DISK HELICOPTER 00 fiRS 20 ~11H 1.5 tlETE:R3 CODE MARK TYPE MHM~KMMMM SETTIHGILAI~DMARK TYPE HKM*MHMKNKMMMHKK~¥MHHHM~HMMHHNKK~MMMHMM MAGNETIC PROPERTY S!.lRFACE--DlOI SURVEY DISK CRil'lPED ONTO A METAL ROD DRIVEH ONTO HIE GROUND NKR IS A STEEl ROD UHDERGkOUHD--HONE STATION IS LOCATED ArROX. 3.3 MI. ON AN APROX. TRUE B~ARING OF S77E fROM THE JUNCTION OF THE SUSITHA RIVER AND PORTAGE CRK. OH TOP EDGE OF ROCK CLIFF APROX. 0.4 ~11. H OF HIE !'lU51TNA RIVER AND Af:'ROX. 4.9 Sl•l OF THE !•!EST END Of HIGH L/'d\E. STAT! ON !~AS REACIIED BY HELICOPTER l~HI CH CAN LMW APR OX. 0. 3 N OF THE S 1 A TI ON ON TOP OF KNOLl IH Ci. EARING. STAT IOH I 5 AN APfWX. 20 I'HNUTE PACK DOl•ltiSLOPE 10 STATION. Sl':\TJON IS h 3-l/4 INCB ALmHNU~1 DISC STAt'IPED---32-333 Rl'tC 1980---CRIMPED ON A 5/8 IHCH STEEL ROD DRIVEtl APROX. 26 ItiCHES IH ROCK. UO REFERENCE f1ARKS tJERE SEf. 8 tOOT ORANGE SIGHT POST tJAS CENTEReD AHD GUYED OVER DISC. STI\TION IS lOCATEP. APROX. HI PROTRACTED SECTION 33 T32N RlE S.M. AK. ~********~********** STATION NAME--32-426 MONUMENT BY--RMC YEAR 1980 PAGE-~-1 14 S T A T I 0 N D E S C R I P T I 0 N *****~********M***** STAiE--AK COUNTY--3RO. JUD. DIS. QUAD--N62149ll0 STA-- CP REACHED BY PACK TIME HGT OF lELESCOPE MHS MKR TYPE--TRAV STA DISK HELICOPTER 00 HRS 00 MIN 1.5 METERS CODE MARK TYPE ********* SETTING/LANDMARK TYPE HHMHHHHHMMHMHNMKHKKMHKMHHHHKMHNHKMMHMKK MAGNETIC PROPERTY SURFACE--DlOI SURVEY DISK CRIMPED OHTO A METAL ROD DRIVEN ONTO THE GROUND MKR IS A STEEL ROD UHDERGROUND--NONE STATION IS LOCATED APROX. 0.9 MI. ON AN APROX. TRUE BEARING OF N39E FROM THE JUNCTION OF THE SUSITNA RIVER AND DEVIL CRK. ON T.IE TOP OF A PROMIHATE ROCK KNOLL APROX. 1.0 MI. H OF THE SUSITNA RIVER AND APROX. 2.7 MI. E OF THE EAST END OF HIGH LAKE. STATION WAS REACHED BY •IELICOPTER WHICH CAN LAND AT THE STATION. STATION IS A 3-114 IHCH ALUMINUM DISC STAMPED---32-426 RMC 1980---CRIMPED ON A 5/8 INCH STEEL ROD DRIVEN 25 ItiCHES INTO ROCK WITH TOP OF DISC 5 INCHES ABOVE THE GROUND. NO REFERENCE MARKS WERE SET. 8 FOOT ORANGE SIGHT POST WAS CENTERED AND GUYED OVER DISC. STA ION IS LOCATED APROX. IN PROTRACTED SECTION 26 T32N R2E S.M. AK. *~******~*********** STATION HAME--32-431 MONUMENT BY--RMC YEAR 1980 PAGE· A-115 S T A T I 0 H D E 5 C R I P T 1 0 H MMHMHKHMKH~NHMMMMHHM STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62149110 STA-- CP REACHED BY PACK TIME HGT OF TELESCOPE MHS MKR TYPE--TRAV STA DISK HELICOPTER 00 HRS 10 MIN 1.5 METERS CODE MARK TYPE ********* SETTING/lANDMARK TYPE **********************************~**** MAGNETIC PROPERTY SURFACE--DlOI SURVEY DISK CRIMPED ONTO A MEtAl ROD DRIVEH ONTO THE GROUND MKR 15 A STEEL ROD UNDERGROUND--HONE STATJot~ IS LOCATED APROX. 3.2 MI. ON AN APROX. TRUE DEARIHG OF S79.tl! FROM THE .. IIIHCTIOH OF THE SUSIHIA RIVER AND DEVIL CRK. ON SOUTH EDGE OF W-E RIDGE APROX. 0.4 MI. N OF THE SUSilHA RIVER AND APROX. 2.6 MI. S OF THE WEST END OF HIGH LAKE. STATION WAS REACHED BY HELICOPTER WHICH CAN LAND APROX. 600 FEET WEST OF STATION IN ClEARING ON RIDGE. STATION IS A 3-l/4 INC.I ALUMINUM DISC STAMPED---32-431 RMC 1980---CRIMPED ON A 5/8 INCH STEEL ROD DRIVEN 27 INCHES INTO GROUND ,WITH THE TOP OF DISC 3 Ii'fCHES ABQVE GROUND. NO REFERENCE MARKS WERE SET. 8 FOOT ORANGE SIGHT POST WAS CENTERED AND GUYED OVER DISC. STATION IS lOCATED APROX. IH PROTRACTED SECTION 31 T32H R2E S.M. AK. ******************** STATION NAME--32-434 MONUMENT BY--RMC 'tEAR 1980 PAGF-w A-116 S T A T I 0 N 0 E S C R I P T I 0 N ~*~*****~*******~**~ STATE--AK COUNTY--3RD. JUD. DIS. QUAO--H621491JO STA-- CP REACHED BY PACK TIME HGT OF 1 ELESCOPE MUS NKR TYPE--TRAV STA DISK HELICOPTER 00 HRS 05 MIN 1.5 11ETER5 CODE MARK TYPE ********* SETTIHG/LANOMARK TYPE MMHMHMHHMHMHHMMMHH********************* MAGNETIC PROPERTY SURFACE--DlOI SURVEY DISK CRIMPED ONTO A METAL ROD DRIVEN ONTO THE GROUND MKR IS A STEEL ROD UNDERGROUND--NONE STATION IS LOCATED APROX. 0.8 MI. ON AN APROX. TRUE BEARING OF S40W FROM THE JUNCTION OF THE SUSITHA RIVER AtiD DEVIL CRK. ON MODERATLY NORTHERLY SI.OPEING GROUND APROX. 150 FEET N OF THE TOP OF A ROUND TOP KNOLL, APROX. 0.5 MI. S OF THE SUSITNA RIVER AND APROX. 2.5 MI. SE OF THE EAST OUTLET OF HIGH LAKE. STATION WAS REACHED BY HELICOPTER WHICH CAN BE lANDED APROX. 150 FEET S OF STATION ON KtlOll TOP. STATION IS A 3-1/4 IHCH ALUMINUM DISC STAMPED---32-434 RMC 1980---CRIMPED ON A 5/8 IHCH STEEL ROD DRIVEN 25 INCliES INTO ROCKY GROUND WITH DISC TOP 5 INCHES ABOVE THE GROUND. NO REFERENCE MARKS WERE SET. 8 FOOT ORANGE SIGHT POST WAS CENTERED AND GUYED OVER DISC. STATION IS lOCATED APROX. IN PROTRACTED SECTION 34 T32N R2E S.M. AK. ******************** STATION HAME--32-727 MONUMENT BY--RMC YEAR 1980 PAGE-A-117 S T A T I 0 N D E S C R I P T I 0 H HKHKMHKMMHMHMMHKMKHH STA1E--AK COUNTY--3RD. JUD. DIS. QUAD--H621~8140 STA-- CP REACHED BY PACK TIME HGT OF TELESCOPE MJIS MKR TYPE--TRAV STA DISK HELICOPTER 00 HRS 20 MIN 1.5 METERS CODE MARK TYPE ********* SETTING/LANDMARK TYPE *******K*************~***************** MAGNETIC PROPERTY SURFACE--DlOI SURVEY DISK CRIMPED OHfO A METAL ROD DRIVEN ONTO THE GROUND MKR IS A STEEL ROD UNDERGROUND--HONE STATION IS LOCATED APROX 0.8 MI. OH AH APROX. TRUE BEARING OF N75W FROM THE JUNCTION OF THE SUSITHA RIVER AND DEADMAN CRK. ON A PROMINATE ROCK OUTCROP POINT AT THE TOP OF A CLIFF ON THE NORTH BANK OF THE SUSITNA RIVER. STATION IS APROX. 6.5 MI. SOUTH OF THE PEAK OF TSUSENA BUTTE. STATION WAS REACHED BY HELICOPTER WtliCH CAN LAND APROX. 0.2 MI. HE OF STATION IN SMAll CLEARING. PACK TIME IS APROX. 20 MINUTES. THE STATION IS A 3-l/4 INCH ALUMINUM DISC STAMPED---32-727 RMC 1980---CRIMPED ON A 5/8 INCH STEEl ROD DRIVEN 29 INCHES INTO ROCK WITH DISC TOP 1 INCH ABOVE GROUND. HO REFEREHCE MARKS WERE SET. 8 FOOT ORANGE SIGHT POST CENTERED OVER DISC WITH GUYS. STATION IS lOCATED APROX. IN PROTRACTED SECTION 27 T32N R5E S.M. AK. ******************** STATION HAME--WA-5 MONUMENT BY--USE YEAR 1978 PAGE--A·-118 S T A T I 0 H D E S C R I P T I 0 H **~************V.**** STATE--AK COUNTY--3RD. JUD. DIS. QUAD--H62148410 STA-- CP REACHED BY PACK TIM•:: HGT OF TELESCOPE MKR TYPE--HRS MIH METERS CODE MARK TYPE ********* SETTING/LANDMARK lYPE *************************************** MAGNETIC PROPERTY SURFACE--D12P SURVEY DISK SET INTO THE TOP OF A METAL PIPE IMBEDDED IN THE GROUND MKR IS A STEEL PIPE UNDERGROUND--NONE STATIOH IS LOCATED APROX. 1.4 MI. ON AN APROX. TRUE BEARING OF H70E FROM THE JUNCTION OF THE SUSITHA RIVER AHD TSUSEHA CRK. OH WEST FINGER TIP OF AH E-W RIDGE AFROX. 0.4 HI. H OF THE SUSITNA RIVER AND APROX. 3.2 MI. N OF THE WEST END OF THE MOST EASTERLY LAKE OF FOG LAKES. STATION IS A 3-l/2 INCH BRASS DISC STAMPED---WA-S USE 1978---SET IN A IRON PIPE WITH TOP OF DISC 7 INCHES ABOVE THE GROUND. 8 FOOT ORANGE SIGHT POST WAS CENTERED AND GUYED OVER DISC. STATION IS lOCATED APROX. IH PROTRACTED SECTION 29 T32H R5E S.M. AK. PAGE--A-119 HMHK****HMHHMMMHM*** S T A T I 0 H D E S C R I P T I 0 H MKMMHHMMHHHHHHHHHHHK STATION HAME--32-736 STATE--AK COUHTY--3RD. JUD. DIS. QUAD--H62148140 STA-- YEAR CP REACHED BY PACK TIME HGT OF TELESCOPE MOHUMEtH BY--RMC 1980 ~1US MKR TYPE--TRAV STA DISK HELICOPTER 00 HRS 00 MIN 1.5 MEfERS · CODE MARK TYPE ********* SETTING/LANDMARK TYPE HHHHHHMMMMHMHHHHHMHMHHMHHHHHKHHHHHHHHHH MAGNETIC PROPERTY SURFACE--DlOI SURVEY DISK CRIMPED ONTO A METAL ROD DRIVEN ONTO THE GROUHD MKR IS A STEEL ROD UtiDERGRQUND--NOHE STATION IS LOCATED APROX. 0.7 MI. ON AH APROX. TRUE BEARING OF S70E FROM THE INTERSECTION OF THE SUSITNA RIVER AND DEADMAN CRK. OH MDDERATLY SLOPEIHG GROUND OVERLOOKING THE SUSITNA RIVER 50 FEET SOUTH OF A STEEP BREAK TO THE RIVER. STATION IS APROX. 2.1 MI. HE :: TilE EAST END OF THE MOST NORTHERLY lAKE OF FOG LAKES. STATION WAS REACHED BY ~~LICOPTER WHICH CAH LAND 300 FEET SOUTH OF THE STATION IN ClEAR AREA. THE STATION IS A 3-l/~ INCh ALUMINUM DISC STAMPED---32-736 RMC 1980---CRIMPED ON 518 INCH STEEL ROD DRIVE~ 29 INCHES IH ROCKY GROUND WITH DISC TOP 1 INCH ABOVE GROUND. HO REFERENCE MARKS WERE SET. 8 FOOT ORANGE SIGHT POST CENTERED AND GUYED OVER DISC. STATION IS LOCATED APROX. IH PROTRACTED SECTION 36 T32N R5E S.M. AK. ******************** STATION NAME--32-822 MOHUMENT BY--RMC YEAR 1980 PAGE--A-120 S T A T I 0 N D E S C R ! P T I 0 H ****************~*** STATE--AK COUHTY--3RD JUD. DIS. QUAD--N62148140 STA-- CP REACHED BY PACK TIME HGT OF TELESCOPE MHS MKR TYPE--TRAY STA DISK HELICOPTER 00 HRS 00 MIN 1.5 METERS CODE MARK TYPE ********* SETTING/lANDMARK TYPE ******************************U******** MAGNETIC PROPERTY SURFACE--DlOI SURVEY DISK CRIMPED ONTO A METAl ROD DRIVEN ONTO THE GROUND MKR IS A STEEL ROD UNDERGROUND--HONE STATION IS LOCATED APROX. 1.9 MI. ON AH APROX. TRUE BEARING OF N55W FROM THE JUNCTION OF lHE SUSITNA RIVER AHD WATANA CRK. ON TOP OF KNOll OVERLOOKING THE SUSITNA RIVER. STATION IS APROX. 3.7 MI. HE OF THE EAST EHD OF THE MOST EASTERLY lAKE OF FOG LAKES. STATION WAS REACHED BY HELICOPTER WHICH CAN LAND APROX. 50 FEET SW OF THE STATION. THE STATION IS A 3-l/4 INCH ALUMINllf1 DISC STAMPED---32-822 RNC 1980---CRIMPED OH A 5/8 INCH STEEL ROD DRIVEH 26 INCitES INTO ROCKY GROUND WITH DISC TOP 4 INCHES ABOVE GROUND. NO REFERENCE MARKS WERE SET. 8 FOOT ORANGE SIGHT POST WAS CENTERED AND GUYED OVER DISC. STATION IS lOCATED APROX. IH PROTRACTED SECTIOH 22 T32N R6E S.M. AK. ******************** STATION NAME--32-830 MOHUMEHT BY--RMC YEAR 1980 PAGE--A-121 S l A T I 0 H D E S C R I P T I 0 N XMMKMHMHMMH*MMHMMHMM STATE--AK COUHTY--3RD. JUD. DIS. QUAD--H62148140 STA-- CP REACHED BY PACK TIME HGT OF lELESCOPE MHS MKR TYPE--TRAV STA DISK HELICOPTER 00 HRS 00 MIH 1.5 METERS CODE MARK TYPE ********* SETTING/LANDMARK TYPE *****M********************************* MAGNETIC PROPERTY SURFACE--DlOI SURVEY DISK CRHlPED ONTO A METAL ROD DRIVEN ONTO THE GROUND MKR IS A STEEl ROD UNDERGROUND--HONE STATION IS LOCATED APROX. 1.8 MI. OH AH APROX. TRUE BEARING OF WEST FROM THE JUNCTION OF THE SUSITHA RIVER AND D~ADMAN CRK. OH TOP OF A SMALL BENCH OVERLOOKING THE SUSITHA RIVER. STATION IS APROX. 2.8 MI. NW OF THE EAST END.OF THE MOST EASTERLY lhKE OF FOG LAKES. STATION WAS REACHED BY HELICOPTER WHICH CAN LAND APROX. 50 FEET NE OF STATION IH CLEAR AND LEVEL AREA. THE STATION IS A 3-l/4 INCH ALUMINUM DISC STAMPED---32-830 RMC 1980---CRIMPED ON A 5/8 INCH STEEL ROD DRIVEN 22 INCHES IH ROCK WITH DISC TOP 8 INCHES ABOVE GROUND. HO REFERENCE MARKS WERE SET. 8 FOOT ORANGE SIGHT POST WAS CENTERED AHD GUYED OVER DISC. STATIOH IS LOCATED APROX. IN PROTRACTED SECTION 30 T32N R6E S.M. AK. PAGE--A-122 ******************** S T A T I 0 H 0 E S C R I P T I 0 H ***********MMHHK*MMM STATION HAME--32-833 STATE--AK COUHTY--3RD. JUD. DIS. QUAD--H62148140 STA-- YEAR CP REACI·IED BY PACK TH1E HGT OF TElESCOPE MONUf1EHT BY--RMC 1980 tlHS MKR TYPE--TRAV STA DISK HELICOPTER 00 HRS 00 MIN 1.5 METERS CODE MARK TYPE ********* SETTING/lANDMARK TYPE *************************************** MAGNETIC PROPERTY SURFACE--0101 SURVEY DISK CRIMPED ONTO A METAL ROD DRIVEN ONTO THE GROUHD MKR IS A STEEL ROD UNDERGROUND--NONE STATION IS LOCATED APROX. 2.9 MI. OH AH APROX. TRUE BEARING OF S85W FROM THE JUNCTION OF THE SUSITHA RIVER AND WATAHA CRK. ON A GENTLE NORTHERLY SLOPE OVERLOOKING THE SUSITNA RIVER. STATION IS APROX. 1.8 MI. HE OF THE EAST END OF THE MOST EASTERLY lAKE OF FOG LAKES. STATION WAS REACHED BY HELICOPTER WHICH CAN LAND ADJACENT TO STATION. THE STATION IS A 3-l/4 INCH AlUMINUM DISC STAMPED---32-833 RMC 1980---CRIMPED ON A 5/8 INCH STEEl ROD DRIVEN 29 INCHES INTO ROCKY GROUND WITH TO~ OF DISC 1 INCH ABOVE GROUND. NO REFERENCE MARKS WERE SET. 8 FOOT ORANGE SIGHT POST WAS CENTERED AND GUYED OVER DISC. STATION IS LOCATED APROX. IN PROTRACTED SECTION 33 T32H R6E S.M. AK. *********¥-********~* STATiot~ NAME--32-835 MONUMEHT BY--RMC YEAR 1980 PAGE--A-123 S T A T I 0 N D E S C R I P T I 0 N ******~****~*~***N** STATE--AK COUHTY--3RD. JUO. DIS. QUAD--N62148140 STA-- CP REACHED BY PACK THlE HGT OF TEl. ESCOPE MH~ MKR TYPE--TRAV STA DISK HELICOPTER 00 HRS 00 MIH 1.5 METERS · CODE MARK TYPE ******~** SElTING/lAHDMARK TYPE **********~**************************** MAGNETIC PROPERTY SURFACE--DlOI SURVEY DISK CRIMPED otno A METAL ROD DRIVEN ONTO TffE GROUND MKR IS A STEEl ROD UNDERGROUND--NONE STATION IS lOCATED APROX. 0.6 MI. OH AN APROX. TRUE BEARING OF SOSE FROM THE JUHCTIOH OF THE SUSilHA RIVER AND WATAHA CRK. OH NORTH SIDE OF A SMALL WESTERLY RIDGE OVERLOOKING THE SUSITHA RIVER. STATION IS APROX. 3.8 MI. HE OF THE EAST END OF THE MOST EASTERLY LAKE OF FOG lAKES. STATION WAS REACHED BY HELICOPTER·WHICH CAN lAND SE OF STATION APROX. 100 FEET IH CLEARING. THE STATION IS A 3-l/4 INCH ALUMINUM DISC STAMPED---32-835 RMC 1980---CRIMPED ON A 5/8 INCH STEEL ROD DRIVEN 22 INCHES INTO ROCKY GROUND WITH DISC TOP 8 INCHS ABOVE GROUND. HO REFERENCE MARKS WERE SET. 8 FOOT ORANGE SIGHT POST WAS CENTERED AND GUYED OVER DISC. STATION IS lUCATED APROX. IH PROTRACTED SECTION 36 T32H R6E S.M. AK. PAGE--A-124 **************~***** S T A T I 0 N D E S C R I P T I 0 N ******************** STATION NAME--32-929 STATE--AK COUHTY--3RD. JUD. DIS. QUAD--N6214811 0 STA-- YEAR CP REACHED BY PACK TIME HGT OF TElESCOPE MONUMENT BY--RMC 1980 MHS MKR TYPE--TRAV STA DISK HELICOPTER 00 HRS 05 MIN 1.5 METERS CODE MARK TYPE ********* SETTING~lAHDMARK TYPE ***~****~***********¥MHMHKHKHMM******** MAGNETIC PROPERTY SURFACE--DlOI SURVEY DISK CRIMPED ONTO A METAL ROD DRIVEN ONTO THE GROUND MKR IS A STEEL ROD UNDERGROUND--NONE STATION IS lOCATED APROX. 2.3 MI. ON AN APROX. TRUE BEARING OF H88E FROM THE JUNCTION OF THE SUSITHA RIVER AHD WATANA CRK ON TOP OF A SMALL KNOLL APROX. 600 FEET WEST OF THE NARROW PART OF A SMALL N-S LAKE AND APROX. 7.8 MI. H OF THE PEAK OF MT. t>JATANA. STATION WAS REACHED BY HELICOPTER WHICH CAN LAND APROX. 400 FEET EAST OF STATION BY A SMALL iAKE. STATION IS AH APROX. 5 MINUTE PACK. STATION IS A 3-l/4 INCH ALUMINUM DISC STAMPED---32-929 RMC 1980---CRIMPED OH A 5/8 INCH STEEL ROD DRIVEN APROX. 26 INCHES IN GROUND. NO REFERENCE MARKS WERE SET. 8 FOOT ORANGE SIGHT POST WAS CENTERED AND GUYED OVER DISC. STATION IS LOCATED APROX. IH PROTRACTED SECTION 29 T32H R7E S.M. AK. ******************** STATIOH NAME--32-935 MONUMENT BY--RMC YEAR 1980 PAGE--A-125 S T A T I 0 N D E S C R I P T I 0 N ***********M******** STATE--AK COUHTY--3RD. JUD. DIS. QUAD--N62148110 STA-- CP REACHED BY PACK TIME HGT OF lELESCOPE MHS MKR TYPE--TRAV STA DISK HELICOPTER GO HRS 00 MIN 1.5 MEfERS CODE MARK TYPE ******~** SETTING/LANDMARK TYPE *********K**************************KHH MAGNETIC PROPERTY SURFACE--DlOI SURVEY DISK CRIMPED ONTO A METAL ROD DRIVEN ONTO THE GROUND MKR IS A STEEL ROD UNDERGROUND--NONE STATION IS LOCATED APROX. 4.9 MI. ON AN APROX. TRUE BEARING OF S81E FROM THE JUNCTION OF THE SUSITHA RIVER AND WATANA CRK. ON HIGtt SPOT ON WEST END OF E-W RIDGE WITH SCATTERED SPRUCE APROX. Oa7 MI. H OF THE SUSITHA RIVER AND APROX. 6.6 MI. K OF THE PEAK OF MI. WATAHA. STATION WAS REACHED BY HELICOPTER WHICH CAN LAND ADJACENT TO STATION. STATION IS A 3-1/4 INCH ALUMINUM DISC STAMPED---32-935 RMC 1980---CRIMPED ON A 518 INCH STEEL ROD DRIVEN APROX. 26 INCHES IH THE GROUND. NO REFERENCE MARKS WERE SET. 8 FOOT ORANGE SIGHT POST WAS CENTERED AHD GUYED OVER DISC. STATION IS LOCATED APROX. It4 PROTRACTED SECTION 35 T32N R7E S.M. AK. s1/x1 APPENDIX B • VERTICAL CONTROL BENCHMARKS 1. Fl RST ORDER BENCHMARK DESCRIPTIONS Benchmark Name Elevation (L.M.S.L.) (Feet) (Meters) Page P-107 718.969 219.1423 B-1 Q-107 717.282 218.6280 B-1 R-107 764.239 232.9406 B-2 P-111 3038.740 926.2093 B-2 Q-111 3118.915 950.6471 B-3 N-111 3037.015 925.6841 B-3 62-A 1123.533 342.4535 B-4 61-A 1344.899 409.9260 B-4 34-A 1371.671 418.0862 B-5 36-A 1647.784 502.2455 B-5 38-A 1697.350 517.3532 B-6 48-A 1499.510 457.0517 B-6 47-A 1447.709 441.2627 B-7 51-A 1483.184 452.0754 B-7 60-A 1417.321 432.0004 B-8 78-B 1759.826 536.3959 B-8 79-B 1723.949 525.4608 B-9 80-B 2244.737 684.1971 B-9 81-B 2519.162 767.8422 B-10 82-B 2979.530 908.1626 B-10 83-B 3083.373 939.8141 B-11 84-B 2441.203 744.0802 B-11 85-B 2430.105 740.6975 B-12 86-B 2807.079 855.5994 B-12 87-B 2395.512 730.1536 B-13 101-B 1346.018 410.2672 B-13 102.-B 1374.390 418.9149 B-14 103-B 1482.540 451.8790 B-14 104-B 1452.252 442.6474 B-15 All values given are based on R&M survey except Q-107 and P-111, which are the NGS values used as the basis for the vertical network. All benchmarks are fi r~st-ot·der, Class I. Elevations are based on a local NGS mean sea-level datum which approximates the U.S. sea-level datum of 1929. B-i s1/x2 1. Fl RST ORDER BENCHMARK DESCR, PTION (Continued) • Benchmark Name Elevation (L.M.S.L.) (Feet) (Meters) Page 105-B 1494.141 455,4150 B-15 22-C 2359.861 719.2871 B-16 21-C 2451.900 747 .340:c B-16 20-C 2703.226 823.9450 B-17 19-C 3011.782 917.9931 B-17 18-C 3134.845 955.5027 B-18 17~C 3202.710 976.1879 8-18 16-C 3242.079 988.1877 B-19 15-C 3180.024 969.2732 B-19 14-C 3300.255 1005.9198 B-20 13-C 3575.910 1089.9396 B-20 12-C 3439.410 1048.3342 B-21 11-C 3417.231 1041.5740 B-21 10-C 3614.668 1101.7531 B-22 9-C 3687.682 1124.0078 8-22 8-C 3629.152 1106.1678 B-23 7-C 3604.048 1098.5161 B-23 6-C 3490.321 1063.8519 B-24 .5-C 3496.074 1065.6054 B-24 4-C 3522.276 1073.5918 B-25 3-C 3395.444 1034.9335 B-25 2-C 3355.426 1022.7359 B-26 1-C 3392.835 1034. 1381 B-26 All values given are based on R&M survey except Q-107 and P-1·1, which are the NGS values used as the basis for the vertical network. All benchmarks are first-order, Class I. Elevations are based on a local NGS mean sea-level datum which approximates the U.S. sea-level datum of 1929. B-ii s1/x3 2. FlRST ORDER BENCHMARK PHOTOGRAPH INDEX Benchmark Name Page 62-A B-27 61-A B-27 34-A B-27 36-A B-27 38-A B-27 43-A B-27 47-A B-28 51-A B-28 60-A B-28 78-B B-28 79-B B-28 80-B B-28 81-B B-29 82-B B-29 83-B B-29 84-B B-29 85-B B-29 86-B B-29 87-B B-30 101-B B-30 102-B B-30 103-B B-30 104-B B-30 105-B B-30 22-C B-31 21-C B-31 20-C B-31 19-C B-31 18-C B-31 17-C B-31 16-C B-32 15-C B-32 14-C B-32 13-C B-32 12·-C B-32 11-C B-32 10-C B-33 9-C B-33 8-C B-33 7-C B-33 6-C B-33 5-C B-33 4-C B-34 3-C 8-34 2-C B-34 1-C B-34 s1/x4 3. THIRD AND FOURTH ORDER BENCHMARKS DEFINITION OF SYMBOLS AND ABBREVIATIONS DESCRIPTION/LOCATION AND ELEVATIONS B-iv PAGE B-35 B-37 PAGE B-1 ACRN= ********~****** BENCH MARK DESCRIPTION *************** DESIGNATION--P-107 STATE--AK COUNTY--3RD. JUD. DIS. QUAD-~N62149413 QSN--LINE--101 AREA--GOLD CREEK LOCATED 36.2 MI. N FROM THE CITY OR TOWN OF--TALKEETNA MqNUMENT BY--CGS YR--1965 CP--RJL MARK TYPE--FLANGE-ENCASED ROD RECOVERY BY--RMC -YR--1980 CP--JSB CONDITION--GOOD SPECIFIC SETTING--COPPER-CLAD STEEL ROD IH SLEEVE MONUMENTATION CODE--B STAMPING--Pl07 CGS 1965 OTHER CONTROL-- LATITUDE = 624520N LONGITUDE = 1494155W **~************* RECOVERY DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND WAS FOUND IN GOOD CONDITION AS DESCRIBED IN NGS VERTICAL CONTROL DATA DESCRIPTION. ABOUT LEVEL WITH RAILROAD TRACKS. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--Ql07 STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62149413 QSN--LINE--101 AREA--GOLD CREEK LOCATED 38.1 MI. N FROM THE CITY OR TOWN OF--TALKEETNA MONUMENT BY--CGS YR--1965 CP--RJL MARK TYPE--BM DISK RECOVERY BY--RMt YR--1980 CP--JS~ CONDITION--GOOD SPECIFIC SETTING--MONUMENTATION CODE--B STAMPING-~Q107 CGS 1965 OTHER CONTROL-- LATITUDE = 624610N LONGITUDE = 1494145W . **************** RECOVERV DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS VERTICAL CONTROL DATA DESCRIPTION. BELOW RAILROAD TRACKS. PAGE B-2. ACRN= *************** BENCH MARK DESCRIPTION *************~* DESIGNATION--Rl07 STATE--AK COUHTY--3RD. JUD. DIS. QUAD--N62149413 QSN--LINE--101 AREA--GOLD CREEK LOCATED 37.2 MI. N FROM THE CITY OR TOWN OF--TALKEETNA MONUMENT BY--CGS YR--1965 CP--RJL MARK TYPE--FLANGE-ENCASED ROD RECOVERY BY--RMC YR--!980 CP--JSB CONDITION--GOOD SPECIFIC SETTING--COPPER-CLAD STEEL ROD IN SLEEVE MOHUMENTATICN CODE--B STAMPING--R 107 CGS 1965 OTHER CONTROL-- LATITUDE = 624650N LONGITUDE = 1494140W **************** RECOVERY DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS VERTICAL CONTROL DATA DESCRIPTION. BELOW RAILROAD TRACKS. ACRN= *************** DESIGNATION--Pill QUAD--N63147331 QSN-- LOCATED 13.7 MI. NW FROM THE MONUMENT BY--CGS RECOVERY BY--RMC SPECIFIC SETTING--BOULDER STAMPING--Pill CGS 1965 BENCH MARK DESCRIPTION *************** LINE--101 CITY OR TO~N YR--1965 YR--1980 STATE--AK COUNTY--3RD. JUD. DIS. . AREA--DENALI HIGHWAY OF--SUSITHA BRIDGE CP--RJL MARK TYPE--BM DISK CP--JSB CONDITION--GOOD . MONUMENTATION CODE--C OTHER CONTROL-- LATITUDE = 631355N LONGITUDE = 1474505W **************** RECOVERY DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS VERTICAL DATA DESCRIPTION. ABOVE HIGHWAY. ACRN= *************** BENCH MARl~ DESCRIPTION *************** DESIGNATION--Qlll . QUAD--N6314733l QSN-- LOCATED 14.7 MI. NW FROM THE STATE--AK COUNTY--3RD. JUD. DIS. NO!WMEHT BY--CGS LINE--101 CITY OR TOWN YR--1965 YR--1980 AREA--DEH\LI HIGHWAY OF--SUSITNA"BRIDGE CP--RJL MARK TY?E--BM DISK CP--JSB CONDITION--GOOD RECOVERY BY--RNC SPECIFIC SETTING--BOULDER STAMPIHG--Qlll CGS 1965 LATITUDE = 631420N LONGITUDE = 1474650W MOKUMEHTATION CODE--C OTHER CONTROL-- 1 **************** RECOVERY DESCRIPTION **************** BEhCHMARK WAS REACHED BY HELICOPTER AND WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS VERTICAL CONTROL DATA DESCRIPTION. ABOVE HIGHWAY. ACRN= *************** BENCH MARK DESCRIPTION *****~********* DESIGNATION--Nlll STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N63147324 QSN-- LOCATED 12.5 MI. NW FROM THE MONUMENT BY--CGS RECOVERY DY--RrlC LINE--101 CITY OR Totm YR--1965 YR--1980 AREA--DENALI HIGHWAY OF--SUSITNA BRIDGE CP--RJL MARK TYPE--BM DISK CP--JSB CONDITION--GOOD SPECIFIC SETTING--BOULDER STAMPING--Nlll CGS 1965 MONUMENTATION CDDE--C OTHER CONTROL-- LATITUDE = 631340H LONGITUDE = 1474305W **************** RECOVERY DESCRIPTION **~************* BENCHMARK WAS REACHED BY HELICOPTER AND WAS ~ECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS VERTICAL CONTROL D~SCRIPTION. SIGN MISSING FROM WITNESS POST. BELOW HIGHWAY. WAS PAGE B-4 ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--62-A STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62149413 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 1.9 MI. HE FROM THE CITY OR TOWN OF--GOLD CREEK MONUMENT BY--RMC YR--198~ CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--BOULDER MONUMENTATION CODE--C STAMPING--62-A RMC 1980 OTHER CONTROL-- LATITUDE = 624620N LONGITUDE = 1493840W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS APROX. 2.0 NI. ON AN APROX. TRUE BEARING OF N55E FROM THE GOLD CRK. RAILROAD STATION ON THE S SIDE OF AN OLD CATERPILLAR ROAD SET IN A ROCK BOULDER. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGHATION--61-A STATE--AK CPUNTY--3RD. JUD. DIS. QUAD--N62149412 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 3.8 MI. HE FROM THE CITY OR TOWN OF--GOLD CREEK MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--BOULDER MONUMEHTATION CODE--C STAMPING--61-A RMC 1980 OTHER CONTROL-- LATITUDE = 624700N LONGITUDE = l493530W *************~** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 3.8 MI. ON AN APROX. TRUE BEARING OF N59E FROM THE RAILROAD STATION AT GOLD CRK. APROX. 10 FEET S OF THE CENTER OF AN OLD CATERPILLER ROAD AND APROX. 2UO FEET W OF AH UNNANED CRK. WHICH FLOWS NW TO THE SUSITNA RIVER AND IS SET IN A ROCK BOULDER. PAGe B-5 ACRN= , ~************** BENCH MARK DESCRIPTION **K************ ~ESIGN~T!ON--~4-A STATE--AK COUNTY--3RD. JUD: DIS. ~UAD-:N6~1494~2 QSN--LINE--AREA--S~SITNA HYDRO FEASIBILITY •0 SATc~ 5.0 ML. NE FROM THE CITY OR TOWN OF--GOLD CREE~ f',O"UMEh T BY--RMC . YR--1980 CP--JSB MARK TYPE--BN DISK SP E~IFI C S ETTIHG--BOUL DER t·10NUitENTA TION CO DE--C STAr•JPIHG--34-A RI'1C 1980 OTHER CONTROL-- lATITUDE = 624745N lONGITUDE = 1493140W , **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 5.0 MI. ON AN APROX. TRUE BEARING OF N57E FROM THE RAILROAD STATION AT GOLD CRK. APROX. 10 FEET S OF CENTER OF AN OLD CATERPILLAR ROAD, NEAR A CUT BANK S OF DIP IN ROAD APROX. 0.75 MI. E OF A CABIH ALONG ROAD AHD IS SET IN A ROCK BOULDER. ABOVE ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--36-A STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62149412 QSN--LINE--AREA--SUSITi~A HYDRO FEASIBILITY LOCATED 6.5 MI. NE FROM THE CITY OR TOWI OF--GOLD CREE:< MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--BOULDER MONU~EHTATION CODE--C STAMPING--36-A RMC 1980 OTHER CONTROL-- LATITUDE = 624815N LONGITUDE = 1493110W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 6.5 MI. ON AN APROX. TRUE BEARIHG OF H59E FROM THE RAILROAD STATION AT GOLD CRK. 15 FEET S OF A BE:m IN AN OLD CATERPILLAR ROAD SET IN A PARTIALLY EXPOSED ROCK BOULDER. BELmJ PAGE B-6 ACRN= *************** BENCH MARK DESCRIPTION MV************* DESIGNATION--58-A STATE--AK COUNTY--3RD. JUD. DIS. QIJAD--N62149143 QSN--LINE--..\REA--SUSITHA HYDRO FEASIBILITY LOCATED 7.8 MI. HE FROM THE CITY OR TOWN OF--GOLD CREEK ?iOHUNEIH BY--RtiC YR--1980 CP--JSB MARK TYPE--Bt't DISK S?ECIFIC SETTHIG--ROCK OUTCROP tiOHUMEHTATION CODE--A STAMPIHG--38-A RMC 1980 OTHER CONTROL-- LATITUDe = 624800N LONGITUDE = 1492750W ****~****~**x*** ORIGINAL DESCRIPTION ******~**~****** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 3.3 MI. ON AH APROX. TRUE BEARHW OF S54L~ FROt-1 THE JUHCTION OF THE SU5ITHA RIVER AND PORTAGE CRK. ON S SIDE OF AN OLD CATERPILLAR ROAD APROX. 30 FEET WEST OF CREST IN ROAD IN A RCCK OUTCROP. ABOVE CATERPILLAR ROAD. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATIOH--48-A STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62149143 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 9.0 MI. HE FROM THE CITY OR TOWN OF--GOLD CREEK MONUMENT BY--RMC YR--1980 CP--JSB MARK SPECIFIC SETTING--BOULDER STAMPING--48-A RMC 1980 LATITUDE = 624755N LONGITUDE = 1492530W TYPE--BM DISK MONUMENTATION CODE--C OTHER CONTROL-- **************** ORIGIHAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 2.6 MI. ON AN APROX. TRUE BEARING OF 536W FROM THE JUNCTION OF Tt!E SUSITNA RIVER AND PORTAGE CRK. ON THE S EDGE OF AN OLD CATERPILLAR ROAD IN TOP OF LARGE ROCK BOULDER. ABOVE CATERPILLAR ROAD. PAGE B-7 A~RN: *************** BENCH MARK DESCRIPTION *************** D~SIGNATION--47-A STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62149143 QSN--LINE--A~EA--SISITNA HYDRO. FEASIBILIT LOCATED 10.0 MI. HE FROM THE CITY OR TOWN OF--GOLD CREEK MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK ~PECIFIC SETTING--BOULDER MOHUMENTATION CODE--C STAMPING--47-A RMC 1980 OTHER CONTROL-- LATITUDE : 624755N LONGITUDE : 1492330W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPT~R AND IS LOCATED APROX. 2.2 MI. ON AN APROX. TRUE BEARING OF SllW FROM THE JUNCTION OF THE SUSITHA RIVER AND PORTAGE CRK. APROX. 30 FEET N OF AN OLD CATERPILLAR ROAD SET IN TOP OF AN EXPOSED BOULDER. ABOVE NATURAL GROUND LEVEL. ACRN: *************** BENCH MARK DESCRIPTION *************** DESIGNATION--51/A QUAD--N62149142 QSN--LINE-- LOCATED 11.0 MI. NE F~OM THE CITY OR TOWN MONUMENT DY--RMC YR--1980 SPECIFIC SETTING--ROCK OUTCROP STAMPING--51-A RMC 1980 STATE--AK COUNTY--3RD. JUD. DIS. AREA--SUSITNA HYDRO FEASIBILITY OF--GOLD CREEK CP--JSB MARK TYPE--BM DISK MONUMENTATIOH CODE--A OTHER CONTROL-- LATITUDE : 624755N LONGITUDE : 1492130W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 2.2 MI. ON AN APROX. TRUE BEARING OF Sl6E FROM THE JUNCTION OF THE SUSITNA RIVER AND PORTAGE CRK. ON S SIDE OF AN OLD CATERPILLAR ROAD SET IN A ROCK OUTCROP. ABOVE CATERPILLAR ROAD. \ ~ ' \ ' . l ' 1 PAGE B-8 ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--60-A QUAD--N62149142 QSN--LINE-- LOCATED 13.0 MI. NE FROM THE CITY OR TOWN MONUMENT BY--RMC YR--1980 SPECIFIC SETTING--ROCK OUTCROP STAMPING--60-A RMC 1980 STATE--AK COUNTY--3RD. JUD. DIS. AREA--SUSITNA HYDRO FEASIBILITY OF--GOLD CREEK CP--JSB MARK TYPE--OM DISK MONUMENTATION CODE--A OTHER CONTROL-- LATITUDE = 624850N LONGITUDE = 1491820W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 2.5 MI. ON AN APROX. TRUE BEARING OF S66E FR0~1 THE JUNCTION OF THE SUSITNA RIVER AND PORTAGE CRK. SET IN A ROCK OUTCROP APROX. 200 FEET S OF THE TOP OF DEVILS CANYON BANK AND APROX. 300 FEET N OF THE W END OF A SMALL LAKE AND 10 FEET N OF HELICOPTER LANDING AREA. ACRN= *************** BENCH MARK DESCRIPTION *H************* DESIGNATION--78-B STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62149142 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 13 MI. E FROM THE CITY OR TOWN OF--GOLD CREEK MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMENTATION CODE--A STAMPIHG--78-B RMC 1980 OTHER CONTROL-- LATITUDE = 624730N LONGITUDE = 1491755W ~~************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 3.5 MI. ON AN APROX. TRUE BEARING OF S45E FROM THE JUNCTION OF THE SUSITNA RIVER AND PORTAGE CREEK ON THE E EDGE OF THE MOST EASTERLY ROCK OUTCROP APROX. 0.1 MI. HNW OF A Y IN AN UNNAMED CRK. WHICH FLOWS APROX. 1.6 MI. H OF Y TO THE SUSITNA RIVER. DISC IS SET IN A PIECE OF THE OUTCROP APROX. 6 FEET BY 12 FEET IN SIZE AND PROTRUDING APROX. 6 FEET. PAGE B-9 A~RN=, ***************BENCH MARK DESCRIPTION*************** D~SIGNATION--79-B STATE--AK COUHTY--3RD. JUD. DIS. QUAD--N62149142 QSN--LINE--ARE~--SUSITNA HYDRO FEASIBILITY LO~AT§D 13.0 MI. E FROM THE CITY OR TOWN OF--GOLD CREEK MO~UM~NT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPeCIFIC SETTING--ROCK OUTCROP MONUMENTATION CODE--A STAMPING--79-B RMC 1980 OTHER CONTROL-- LATITUDE = 624730N LONGITUDE = 1491745W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 3.6 MI. ON AN APROX. TRUE BEARING OF S45E FROM THE JUNCTION OF THE SUSITNA RIVER AND PORTAGE CRK. IN THE WEST END OF A 35 FOOT BY 15 FOOT ROCK OUTCROP WHICH IS 3 FEET ABOVE THE GRCUHD LINE APROX. 0.1 MI. HE OF A Y IN AN UNNAMED CRK. WHICH FLOWS N APROX. 1.6 MI. FROM Y TO THE SUSITNA RIVER AND IS ON W EDGE OF A RIDGE FINGER WHICH DROPS VERTICALY TO THE WEST OF BENCHMARK. ACRN~ *************** BENCH MARK DESCRIPTION *************** DESIGNATION--BO-B STATE--AK COUNTY--3RD. JUD. DIS QUAD--N62149142 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 14.5 MI. E FROM THE CITY OR TOWN OF--GOLD CREEK ~10tiU~tENT BY--Rt·lC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--SHALLOW-SET METAL ROD MONUMENTATION CODE--D STAMPING--80-B RMC 1980 OTHER CONTROL-- LATITUDE = 624720H LONGITUDE = 1491645W *~************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 4.1 MI. ON AN APROX. TRUE BEARING OF S48 E FROM THE JUNCTION OF THE SUSITHA RIVER AHD PORTAGE CRK. ON THE SW SIDE OF A MUSKEG KNOB IN A SERIES OF SEVERAL KNOBS AND IS ON'THE N SIDE OF STEEPLY S SLOPEING GROUND Tu A CREVASE AHD IS APROX. 0.6 MI. ESE OF A Y IN AN UNNAMED CREEK WHICH FLOWS N APROX. 1.6 MI. FROM Y TO THE SUSITNA RIVER. PAGE B-10 ACRN= ~************** BENCH MARK DESCRIPTION *************** DESIGNATION--81-B STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62lq9113 QSN--LINE--AREA--3USITNA HYDRO FEASIBILITY LOCATED 14.5 MI. E FROM THE CITY OR TOWN OF--GOLD CREEK MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP f10NU~1ENTATION CODE--A STAMPING--SI-B RMC 1~80 OTHER CONTROL-- LATITUDE = 624630N LONGITUDE = 1491415W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS APROX. 5.3 MI. ON AN APROX. TRUE BEARING OF SSlE FROM THE JUNCTION OF THE SUSITNA RIVER AND PORTAGE CRK. AND IS SET IN A 35 FOOT BY 15 FOOT ROCK OUTCROP WHICH IS 3 FEET ABOVE NATURAL GROUND AND IS APROX. 0.2 MI. N OF AN UNNAMED CRK. WHICH FLOWS NW THEN N TO THE SUSITNA RIVER. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--82-B STATf--AK COUNTY--3RD. JUD. DIS QUAD--N62l49ll3 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 16 MI. E FROM THE CITY OR TOWN OF--GOLD CREEK MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMENTATION CODE--A STAMPIHG--82-B RMC 1980 OTHER CONTROL-- LATITUDE : 624545N LONGITUDE : 149llOOW **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 6.0 MI. ON AN APROX. TRUE BEARING OF S45W FROM THE JUNCTION OF THE SUSITNA RIVER AND DEVIL CRK. ON A FLAT AREA OF THE NORTH SLOPE OF A DRAINAGE WHICH FLOWS W THEN H TO THE SUSITNA RIVER AND IS APROX. 0.5 MI. NW OF A SMALL LAKE. ACRN= *************** BENCH MARK DESCRIPTION *************** DE~IGN~TI9N--S3-B STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62~49113 QSN-~ LINE--AREA--SUSITNA HYDRO FEASIBILITY LO~ATED 17.5 MI. E FROM THE C!TY OR TOWN OF--GOLD CREEK MONUM§NT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECiriC S~TTING--ROCK OUTCROP MONUMENTATION CODE--A STAMPING--83-B RMC 1980 OTHER CONTROL-- LATITUDE = 624545N LONGITUDE = 1490915W **********~***** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX 5.4 MI. ON AN APROX. TRUE DEARING OF S37W FROM THE JUNCTION OF THE SUSITNA RIVER AND DEVIL CRK. ON THE TOP OF A PLATEAU IH A SERIES OF BENCHES ON THE SW SIDE OF A PROMINAT£ 3400 FOQT ELEVATION KNOLL AND IS APROX. 0.6 NI. W OF AN UNNAMED CRK. OlSC IS CEMENTED IN A ROCK OUTCROP APROX. 15 FEET S OF THE S EDGE OF SAID PLATEAU. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATIOH--84-B STAIE--AK COUNTY--3RD. JUD. DIS. QUAD--N62149113 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 17.5 MI. E FROM THE CITY OR TOWN OF--GOLD CREEK MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--SHALLOW-SET METAL ROD MONUMENTATION CODE--D STAMPING--84-B RMC 1980 OTHER CONTROL--' LATITUDE = 624600N LONGITUDE = 149u830W **************** ORIGINAL DESCRIPT~ON **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 4.8 MI. ON AN APROX. TRUE BEARING OF S35W ~ROM THE JUNCTION OF THE S~SITNA RIVER AND DEVIL CRK. ON A MODERATE EASTERLY SLOPE TO AN UNNAMED CRK. APROX. 0.15 MI. E WHICH FLOWS NORTHERLY. BENCHMARK IS ALSO APROX. 50 FEET S OF A BRUSHY DRAINAGE TO SAID UNNAMED CREEK AND SURROUNDING TERRAIN IS TUNDRA WITH vUTCROPS DF ROCK. PAGE B-12 ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--85-B STATE--AK COUHTY--3RD. JUD. DlS. QUAD--N62149113 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 18 MI. E FROM THE CIT) OR TOWN OF--GOLD CREEK MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MOHUMENTATION CODE--A STAMPING--85-B RMC 1980 OTHER CONTROL-- LATITUDE = 624615N lONGITUDE = 1490730W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED IN A 3 FOOT BY 6 FOOT ROCK OUTCROP ON A SMALL BENCH ON AN WESTERLY SLOPE TO A UNNAMED CREEK WHICH IS APROX. 0.2 MI. E., BENCHMARK IS LOCATED APROX. 2.4 MI. ON AN APROX. TRUE BEARING OF S27E FROM THE JUNCTION OF THE SUSITNA RIVER AND SAID UNNAMED CRK. AND APROX. 1.0 MI. E OF A 3400 FOOT ELEV. KNOLL TOP. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--86-B STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62149112 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 20 MI. HE FROM THE CITY OR TOWN OF--GOLD CREEK MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMENTATION CODE--A STAMPIHG--86-B RMC 1980 OTHER CONTROL-- LATITUDE = 624700N LONGITUDE = 1490400W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED IN THE CENTER OF A 10 FOOT BY 20 FOOT ROCK LEDGE WHICH IS ON THE H SLOPE OF A PROMINENT 3400 FOOT ELEV. KNOLL APROX. 0.75 MI N20E FROM THE TOP. BENCHMARK IS APROX. 2.9 MI. ON AN APROX. TRUE BEARING OF SllW FRON THE JUNCTION OF THE SUSITNA RIVER AND DEVIL CRK. A ROCK CAIRN WAS BUILT 18 FEET EAST OF DISC. PAGE B-l3 ACR~= *************** BENCH MARK DESCRIPTION *************** DES~GNATION--87-B RMC STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62149112 QSN--LINE--AREA--SUSITNA HYDRO rEASIBILITY LOCATED 21.5 MI. E FROM THE CITY OR TOWN OF--GOLD CREEK MONU~ENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPEC~FIC SETTING--ROCK OUTCROP MONUMENTATION CODE--A STAMPING--87-B RMC 1980 OTHER CONTROL-- LATITUDE = 624630N LONGITUDE = 1490200W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER WHICH IS LOCATED ON A E-W GRANITE OUTCROP RIDGE APROX SlOE 3.5 MI. FROM THE JUNCTION OF THE SUSITNA RIVER AND DEVIL CRK. APROX. 0.2 MI. SW OF A UNNAMED CRK. WITH DEEP VALLEY WHICH FLOWS EAST AND APROX. 1 MI. HE OF THE TOP OF A 3400 FOOT ELEV. MOUNTAIN TOP. DISC IS ON E END OF ROCK OUTCROP WHICH IS 8 FEET ABOVE GROUND ON N SIDE AND TAPERS TO FLUSH ON THE S SIDE. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--101-B STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62148443 QSN--LINE--AREA--SUSUTNA HYDRO. FEASIBILIT LOCATED 24 MI. E FROM THE CITY OR TOWN OF--GOLD CREEK MONUMENT BY--RMC YR--1980 CP--JS MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MOHUMENTATIOH CODE~-A STAMPING--101-B RMC 1980 OTHER CONTROL-- LATITUDE = 624615N LONGITUDE = l485600W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AHD IS LOCATED APROX. 7.0 MI. ON AN APROX. TRUE BEARING OF S86W FROM THE JUNCTION OF THE SUSITHA RIVER AHD FOG CRK. SET IH PROTRUDING ROCK APROX. 200 FEET N OF THE N BANK OF THE SUSITNA RIVER AT THE BASE OF VERTICAL ROCK CLIFFS APROX. 1.5 MI. E OF MAJOR NORTHERLY BEND OF THE SUSITNA RIVER. ABOVE PROX RIVER LEVEL. PAGE B-l4 ACRH= *************** BENCH MARK DESCRIPTION ********~****** DESIGNATION--102-B STATE--AK COUNTY--3RD. JUD: DIS. QUAD--N62148442 QSN--LINE--AREA--SUSITHA HYDRO FEASIBILITY LOCATED 27.5 MI. E FROM THE CITY OR TOWN OF--GOLD CREEK MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMENTATION CODE--A STAMPING--102-B RMC 1980 OTHER CONTROL-- LATITUDE = 624545H LONGITUDE = 1484845W **************** ORIGINAL DESCRIPTION *****¥********** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 3.3 MI. ON AN APROX. TRUE BEARING OF S76W FROM THE JUNCTION OF THE SUSITNA RIVER AND FOG CRK. IN A ROCK CUTCROP APROX. 300 FEET S OF THE S BANK OF THE SUSITNA RIVER AND APROX. 1000 FEET ~ OF A SMALL SLOUGH IN AN OLD SLIDE AREA. ABOVE PROX. RIVER LEVEL. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--103-B STAT~--AK COUHTY--3RD. JUD. DIS. QUAD--N~2148413 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 3~ MI. E FROM THE CITY OR TOWN OF--GOLD CREEK MONUMENT SY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPEC!FIC SETTING--ROCK OUTCROP MONUMENTATION CODE--A STAMPING--103-B RMC 1980 OTHER CONTROL-- LATITUDE ~ 624630N LOHGITUDE = 1484130W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 0.7 MI. ON AN APROX. TRUE BEARING OF EAST FROH THE JUNCTION OF THE SUSITNA RIVER AND FOG CRK. ON TOP OF THE FIRST SHEAR ROCK CLIFF ON THE H SIDE OF FOG CRK. UPSTREAM OF SAID RIVER JUNCTION. PAGE B-15 ACRN= *HNK*********** BENCH MARK DESCRIPTION *************** DESIGNATION--104-B STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62148413 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 32.5 MI. ENE FROM THE CITY OR TOWN OF--GOLD CREEK MO~U~ENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK ~PcCIFIC SETTING--BOULDER MONUMENTATION CODE--C ~TAMPING--104-B RMC 1980 OTHER CONTROL-- LATITUDE = 624850N LONGITUDE = 1484030W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 3.0 MI. ON AN APROX. TRUE BEARING OF N25E FROM THE JUNCTION OF THE SUSITNA RIVER AND FOG CRK. SET IN LARGE BOULDER ON MODERATLY SE SLOPEING GROUND APROX. 0.2 MI. NW OF W END OF A LARGE WOODED ISLAND IN THE SUSITNA RIVER. ABOVE PROX. RIVER LEVEL. ACRN= *************** BENCH MARK DeSCRIPTION *************** DESIGHATION--105-B STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62148412 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 35 MI. E FROM THE CITY OR TOWN OF--GOLD CREEK MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMENTATION CODE--A STAMPING--105-B RMC 1980 OTHER CONTROL-- LATITUDE = 624915N LONGITUDE = 1483550W ~*************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 0.4 MI. ON AN APROX. TRUE BEARING OF N82E FROM THE JUNCTION OF THE SUSITNA RIVER AND TSUSENA CRK. SET IN A LEDGE OF A PROMINENT ROCK OUTCROP APROX. SO FEET H OF THE N BANK OF THE SUSITHA RIVER AND APROX. 300 FEET DOWN RIVER OF APROX. 200 FOOT TALL ROCK CLIFFS. ABOVE PROX. RIVER LEVEL. ACRN= ******¥:******** BENCH MARK DESIGNATION--22-C QUAD--NG2148412 QSN--LINE-- LOCATED 32 MI. ESE FROM THE CITY OR TOWN MONUMENT BY--RMC YR--1980 SPECIFIC SETTING--ROCK OUTCROP STAMPING--22-C RMC 1980 PAGE B-16 DESCRIPTION *************** STATE--AK COUNTY--3RD. JUD. DIS. AREA--SUSITNA HYDRO FEASIBILITY OF--CHULITNA CP--JSB MARK TYPE--B~1 DISK MONUMENTATION CODE--A OTHER CQNTROL-- LATITUDE = 624945H LONGITUDE = 1483300W **~************* ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 2.1 MI. ON AN APROX. TRUE BEARING OF H77E FROM THE JUNCTION OF THE SUSITNA RIVER AND TSUSENA CRK. IN ROCK OUTCROP ON HIGH SPOT OF PROMINENT E-W RIDGE APROX. 0.4 MI. N OF tHE SUSITNA RIVER AND APROX. 200 FEET S OF A 12 BY 30 FOOT METAl TRAILERHOUSE. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--21-C STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62148144 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 35.5 MI. E FROM THE CITY OR TOWN OF--CHULITNA~ MONUMENT BY--RMC YR--1980 CP--JSB MA~K TYPE--BM DISK ' SPECIFIC SETTING--BOULDER MONUMENTATION CODE--C STAMPING--21-C RMC 1980 OTHER CONTROL-- LATITUDE = 625215N LONGITUDE = 1482755W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 2.9 MI. ON AN APROX. TRUE BEARING OF N04E FROM THE JUNCTION OF THE SUSITNA RIVER AND DEADMAN CREEK ON TOP OF A 15 BY 20 FOOT ROUND ROCK BOULDER ON NW GENTLE SLOPE APROX. 600 FEET NE OF W END OF A 1200 FOOT LONG LAKE WHICH RUNS NW-SE AND IS APROX. 0.3 MI. SW OF DEADMAN CRK. ACRN= *************** DESIGHATION--20-C QUAD--H62148144 QSH-- LOCATED 36.5 E FROM THE CITY PAGE B-17 BENCH MARK DESCRIPTION *************** STATE--AK COUNTY--3RD. JUD. DIS. LINE--AREA--SUSITNA HYDRO FEASIBILITY MONUi'tE~n BY--Rt1C SPECIFIC SETTING--ROCK OUTCROP STAMPING--20-C RMC 1980 LATITUDE = 62540SN LONGITUDE = 1482625W OR TOWN OF--CHULITNA YR--1980 CP--JSB MARK TYPE--BM DISK NONUNENTATION CODE--A OTHER CONTROL-- ***~************ ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICO?TER AND IS LOCATED APROX. 5.0 MI. ON AN APROX. TRUE BEARING ~F N11E FROM THE JUNCTION OF THE SUSITNA RIVER AND ~EA~~AN CRK. IN FLAT ROCK OUTCROP ON SLIGHT WESTERLY SLOPE OF PROM1NEN1 ROUNDED TOP RIDGE AND IS APROX. 0.6 MI E OF DEADMAN CRK .. ACRN= ~*********M**** BENCH MARK DESCRIPTION ********K****** DESIGNATION--19-C STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62148144 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 38 MI. E FROM THE CITY OR TOWN OF--CHULITNA MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMENTATIDH CODE--A STAMPING--19-C RMC 1980 OTHER CONTROL-- LATITUDE = 625545N LONGITUDE = 1482?-40W **************** ORIGINAL DESCRIPTION *******~******** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 7.4 MI. ON AN APROX. TRUE BEARING OF N23E FROM THE JUNCTION OF THE SUSITNA RIVER AND DEADMAN CRK. ON TOP OF A POINTED 4 BY 4 FOOT ROCK OUTCROP IN OPEN TUNDRA AREA APROX. 100 FEET E OF SLIGHT SLOPE BREAK APROX. 0.3 MI. SE OF WHERE DEADMAN CRK. NARROWS IN WIDTH. PAGE B.--;18 ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATIOH--18-C STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62148141 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 39.5 MI. ENE FROM THE CITY OR TOWN OF--CHULITNA MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--DM DISK SPECIFIC SETTING--ROCK OUTCROP MO~UMEHTATION CODE--A STAMPING--18-C RMC 1980 OTHER CONTROL-- LATITUDE = 625745N LONGITUDE = 1481950W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 9.4 MI. ON AN APROX. TRUE BEARING OF Nl5W FRON THE JUNCTION OF THE SUSITNA RIVER AND WATANA CRK. ON TOP OF A POINTED ROCK OUTCROP APROX. 50 FEET E OF E EDGE OF ROCK PLATEAU APROX. 0.5 MI. E OF DEADMAN CRK. IN OPEN AREA FREE OF BRUSH. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGHATION--17-C STATE--AK C0UNTY--3RD. JUD. DIS. QUAD--N62148141 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 40 MI. ESE FROM THE CITY OR TOWN OF--HONOLULU MONUMENT BY--RMC YR--1980 CP--JSB MARK TY?E--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMENTATION CODE--A STAMPING--17-C RMC 1980 OTHER CONTROL-- LATITUDE = 625755N LONGITUDE = 1481840W **************** ORIGINAl DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 9.5 MI. ON AN APROX. TRUE BEARING OF HllE FROM THE JUNCTION OF THE SUSITNA RIVER AND WATANA CRK. IN BEDROCK OUTCROP BENCH APROX. 400 FEET SW OF A WELL DEFINED BRUSHY DRAINAGE AND IS IN OPEN TUNDRA AND ROCK AREA . • ~AGEB-19 ACRN= , *************** BENCH MARK DESCRIPTION *************** DESIGNATION--16-C STATE--AK COUNTY--3RD. JUD. DIS QUAD--N62148141 QSN--LINE--.~REA--SUSITNA HYDRO. FEASIBILIT LOCATED 40.5 MI. ESE FROM THE CITY OR TOWN OF--HONOLULU MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MOHUMENTATION CODE--A STAMPING--16-C RMC lQ80 OTHER CONTROL-- LATITUDE = 625900N LONGITUDE = 1481735W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 10.6 MI. ON AN APROX. TRUE BEARING OF N07W FROM THE JUNCTION OF THE SUSITNA RIVER AND WATANA CRK. IN ROCK OUTCROP ON THEW SLOPE OF A 3700 FOOT ELEV. RIDGE WHICH RUNS HE. ACRH= *************** BENCH MARK DESCRIPTION *************** DESIGHATION--15-C STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N62l48141 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 41 MI. ESE FROM THE CITY OR TOWN OF--HONOLULU MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--BOULDER MOHUMENTATION CODE--C STAMPING--15-C RMC 1980 OTHER CONTROL-- LATITUDE = 630000N LONGITUDE = l481620W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 11.6 MI. ON AN APROX. TRUE BEARING OF N03W FROM THE JUNCTION OF THE SUSITNA RIVER ~NO LJATANA CRK. IN HIGH POINT OF 20 BY 6 FOOT ROCK PROTRUDING 6 FEET ABOVE GROUND ON PLATEAU WITH LIGHT BRUSH APROX. 150 FEET N OF BRUSHY DRAINAGE WHICH FLOWS 0.3 MILES WEST TO DEADMAN CRK. ' . PAGE B.,...20 ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--14-C STATE--AK COUNTY--3RD. JUD. DIS. QUAD-~N63148232 QSN--LINt:--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 41 MI ESE FROM THE CITY OR TOWN OF--HONOLULU MONUMENT BY--RMC ~R--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMENTATIOH CODE--A STAMPING--14-C RMC 1980 OTHER CONTROL-- LATITUDE = 630100N LONGITUDE = l481525W ***************~ ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 3.4 MI. ON AN APROX. TRUE BEARING OD Sl4W FROM THE PEAK OF DEADMAN MOUNTAIN IN ROCK OUTCROP ON A WELL DEFINED BENCH APROX. 0.2 MI. N OF THEN SHORE OF DEADMAN LAKE. ACRH= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--13-C STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N63148223 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 43 MI. E FROM THE CITY OR TOWN OF--HONOLULU MONUMENT BY--RMC YR--1980 CP--JSB M1RK TYPE--BM DISK SPECIFIC SETTING--BOULDER MOHUMENTATION CODE--C STAMPING--13-C RMC 1980 OTHER CONTROL-- LATITUDE = 630200N LONGITUDE = 1481315W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 2.0 MI. ON AN APROX. TRUE BEARING OF S07E FROM THE PEAK OF DEADMAN MOUNTAIN ON TOP OF 6 BY 8 FOOT ROCK BOULDER PROTRUDING 3 FEET ABOVE GROUND AT TOE OF STEEP SIDESLOPE OF DEADMAN MOUNTAIN IN SMALL BASIN. PAGEB-2l ACRN= *************** ~ENCH MARK DESCRIPTION *************** DESIGNATION--12-C STATE--AK COUHTY--3RD. JUD. DIS. QUAD--N6314S223 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 43 MI. E FROM THE CITY OR TOWN OF--HONOLULU MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--DM DISK SPECIFIC SETTING--BOULDER MONUMENTATION CODE--C STAMPING--12-C RMC 1980 OTHER CONTROL-- LATITUDE = 630310N LONGITUDE = 1481103W **************** ORIGINAL DESCRIPTION ***************~ BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 1.5 MI. ON AN APROX. TRUE BEARING OF S77E FROM THE PEAK OF DEADMAN MOUNTAIN ON TOP OF A 10 BY 15 FOOT ROCK PROTRUDING 6 FEET ABOVE GROUND ON E SIDESLc:·E OF DEADMAN MOUNTAIN APROX. 500 FEET SW OF SMALL CRK .. ACRN= *************** BEHCH MARK DESCRIPTION *************** DESIGNATION--11-C STATE--AK COUNTY--3RD. JUD. DIS. QUAD--MN6314822 QSN--3 LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 44 MI. E FROM THE CITY OR TOWN OF--HONOLULU MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--BOULDER MONUMENTATION CODE--C STAMPING--11-C RMC 1980 OTHER CONTROL-- LATITUDE = 6320410 LONGITUDE = Nl480925 **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 2.2 MI. ON AN APROX. TRUE BE~RING OF H79E FROM THE PEAK OF DEADMAN MOUNTAIN ON TOP OF A 8 BY 6 FOOT ROCK PROTRUDING 3 FEET IN AN AREA OF SMALL BENCHES APROX. 0.7 MI. NW OF YIN DEADMAN CRK .. PAGE B-22 ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--la-c STATE--AK COUHTY--3RD. JUD. DIS. QUAD--N63148222 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 45.5 MI. E FROM THE CITY OR TOWN OF--HONOLULU MONUMENT BY--RMC · YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMENTATION CODE--A STAMPING--10-C RMC 1980 OTHER CONTROL-- LATITUDE = 630540N LONGITUDE = l480620W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 4.4 MI. ON AN APROX. TRUE BEARING OF N60E FROM THE PEAK OF DEADMAN MOUNTAIN ON TOP OF LARGE CLIFF ROCK OUTCROP ON S SIDESLOPE OF A 3715 FOOT ELEV. ROUND KNOB. ACRN= *********~***** BENCH MARK DESCRIPTION *************** DESIGNATION--9-C STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N63148222 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 47 MI. ENE FROM THE CITY OR TOWN OF--HONOLULU MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUt1ENTATION CODE--A STAMPING--9-C RMC 1980 OTHER CONTROL-- LATITUDE = 630620N LONGITUDE = 1480330W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 6.0 MI. ON AN APROX. TRUE BEARING OF N61E FROM THE PEAK OF DEADMAN MOUNTAIN ON TOP OF A PROMINENT 12 FOOT DIA. ROUND TOP ROCK OUTCROP APROX. 1000 FEET~ OF UNNAMED CRK. ON S SIDESLOPE OF WEST RIDGE FORMIMG THE W SIDE OF DEADMAN CRK. DRAINAGE. ACRN= • *~**~********** BENCH MARK DESCRIPTION *************** DESIGN~!!ON--8-C STATE--AK COUNTY--3RD. JUD: DIS. QUAD--.,o~148222 ~SN--LINE--AREA--SUSITNA HYDRO cEASIBILITY LOCATED 40 MI. ESE FROM THE CITY OR TOWN OF--BRO~D PASS MnNUt1ENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP f10NUMEHTATION CODE--A STAMPING--8-C RMC 1980 OTHER CONTROL-- LATITUDE = 630650N LONGITUDE = 1480140N **************** ORIGII{Al DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 7.2 MI. ON AN APROX. TRUE BEARING OF N59E FROM THE PEAK OF DEADMAN MOUNTAIN ON TOP OF A PROMINENT 3 BY 3 FOOT POINTED TRIANGULAR SHAPED ROCK IN LOW SPOT OF TUNDRA VALLEY ON SIDESLOPE OF PROMINEHT RIDGE FORMING THE W SIDE OF DEADMAN CRK. DRAINAGE. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATION--7-C STATE--AK COUNTY--3RD. JUD. DIS QUAD--N63147334 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 41 MI. ESE FROM THE CITY OR TOWN OF--BROAD PASS MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMENTATION CODE--A STAM?ING--7-C RMC 1980 OTHER CONTROL-- LATITUDE = 630750N LONGITUDE = 1475850W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 4.3 MI. ON AN APROX. TRUE BEARING OF S4SH FROM THE S TIP OF BUTTE LAKE ON TOP OF PROMINENT POINTED ROCK OUTCROP ON A tlE SIDESLOPE OF A 3820 FOOT ELEV. KNOB AND IS APROX. 0.3 MI. NE OF W TRIBUTARY OF BUTTE CRK .. PAGE B-24 ACRN= *************** BENCH MARK DESCRIPTION **********M**** DESIGNATIOH--6-C STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N63147334 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 41.5 ESE FROM THE CITY OR TOWN OF--BROAD PASS MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMENTATIOH CODE--A STAMPING--6-C R~C 1980 OTHER CONTROL-- LATITUDE = 630840N LONGITUDE = 1475720W *~*****x~******* ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 3.1 MI. ON AN APROX. TRUE BEARING OF S51W FROM THE S TIP OF BUTTE LAKE ON TOP OF A PRONINENT 15 FOOT DIA. POINTED ROCK OUTCROP PROTRUDING APROX. 10 FEET ABOVE TUNDRA GROUND APROX. 50 FEET E OF BRUSHY CRK. DRAINAGE. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATIOH--5-C STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N63147334 QSN--LINE--AREA--SUSITNA HYDRO FEASIBILITY LOCATED 41 MI. ESE FROM THE CITY OR TOWN OF--BROAD PASS MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMENTATION CODE--A STAMPING--5-C RMC 1980 OTHER CONTROL-- LATITUDE = 631000N LONGITUDE = 1475600W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 1.7 MI. ON AN APORX. TRUE BEARING OF S74W FROM THE S TIP OF BUTTE LAKE ON TOP OF A ROCK OUTCROP IN TUNDRA BENCH AREA OF THE E SIDESLOPE OF A PROMINENT RIDGE FORMIHG THE W SIDE OF BUTTE CRK. DRAINAGE. MARK IS APROX. 100 FEET W OF A 100 FOOT DIAMETER AREA OF LOW WILLOW BRUSH. PAGE B-25 ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGHATION--4-C QUAD--H63!47334 QSN--LINE-- LOCATED 43.5 MI ESE FROM THE CITY OR TOWN STATE--AK COUNTY--3RD. JUD. DIS. AREA--SU~ITHA HYDRO FEASIBILITY OF--BROAD PASS MONUMENT BY--RMC YR--1980 SPECIFIC SETTING--ROCK OUTCROP STAMPING--4-C RMC 1980 CP--JSB MARK TYPE--BM DISK LATITUDE = 63llOOH LONGITUDE = 1475355W MONUMENTATIOH CODE--A OTHER CONTROL-- **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 0.8 MI. ON AN APROX. TRUE BEARING OF N41W FROM THE S TIP OF BUTTE LAKE ON SE SLOPE OF A 4200 FOOT ROUND TOP MOUNTAIN CPEAK APROX. 3.9 MI. HWl APROX. 100 FEET WEST OF DROP TO BRUSHY FLAT AREA, SET ON HIGH SPOT OF AN APROX. 15 FOOT ROUND ROCK OUTCR~P WHICH PROJECTS APROX. 3 FEET ABOVE NATURAL GROUND. . ACRN= *************** DESIGNATION--3-C BENCH MARK DESCRIPTION *************** STATE--AK COUNTY--3RD. JUD. DIS. LINE--AREA--SUSITNA HYDRO FEASIBILITY QUAD--N6314733l QSN-- LOCATED 44 MI. E FROM THE MONUMENT BY--RMC CITY OR TOWN OF--BROAD PASS SPECIFIC SETTING--BOULDER STAMPING--3-C RMC 1980 YR--1980 CP--JSB MARK TYPE--BM DISK MOHUMENTATION CODE--C OTHER CONTROL-- LATITUDE = 631200N LONGITUDE = 1475155W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 1.9 MI. ON AN APROX. TRUE BEARING OF Nl2E FROM THE S TIP OF BUTTE LAKE AT TOP OF HE SLOPE OF A 4200 FOOT EL~V. ROUNDED TOP MOUNTAIN. BENCHMARK IS SET IN TOP OF AN EXPOSED ROCK BOULDER PROTRUDING APROX. l FOOT IN OPEN TUNDRA AREA. PAGE B-26 ACRN~ *~************* BENCH MARK DESCRIPTION *************** DESIGNATION--2-C STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N63147331 QSN--LINE--AREA--SUSITAN HYDRO. FEASIBILIT LOCATED 45 MI. E FROM THE CITY OR TOWN OF--BROAD PASS MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MONUMEHTATION CODE--A STAMPING--2-C R~lC 1980 OTHER CONTROL-- LATITUDE = 631230N LONGITUDE = 1475025W **************** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 2.7 MI. OH AN APROX. TRUE BEARING OF H27E FROM THE SOUTH TIP OF BUTTE LAKE ON TOP OF APROX. 10 FOOT BY 10 FOOT POINTED EXPOSED ROCK BOULDER WHICH PROTUDES APROX. 3 FEET IN OPEN TUNDRA AREA. ACRN= *************** BENCH MARK DESCRIPTION *************** DESIGNATIOH--1-C STATE--AK COUNTY--3RD. JUD. DIS. QUAD--N63147331 QSN--LIHE--AREA--SUSITHA HYDRO FEASIBILITY LOCATED 46 ~1I. E F'ROM THE CITY OR TOWN OF--BROAD PASS MONUMENT BY--RMC YR--1980 CP--JSB MARK TYPE--BM DISK SPECIFIC SETTING--ROCK OUTCROP MOHUMENTATION CODE--A STAMPIHG--1-C RMC 1980 OTHER CONTROL-- LATITUDE = 63130QH LONGITUDE = 1474800W ****~*********** ORIGINAL DESCRIPTION **************** BENCHMARK WAS REACHED BY HELICOPTER AND IS LOCATED APROX. 4.0 MI. ON AN APROX. TRUE BEARING OF N39E FROM THE SOUTH TIP OF BUTTE LAKE ON HIGH SPOT OF SMALL RIDGE WHICH RUNS SW APROX. 1.8 MI. S OF MAJOR BEND IN THE DENALI HWY •• Page B-27 BM 62A 8M 61A BM 34 A Bf.1 36A f ·"' .... ~ ...... , ....,.,.,,,~:"" 1 ' . i( BM 38A BM 43A BM 47A BM 60A BM 798 ... .. ,. .. Bt1 51A BM 788 8M 808 P:~.ge B-28 / ~f .. .t; .. ' . -~ .. 8M 818 ..-·· 8M 838 ~-. ,,... . _ •• ..!:1 ·~ , 8M 858 Page B-29 BM 828 BM 84B . - .• BM 868 P,.Fle B-.:.') ·Jr; ·~ lt·(. ' .... ~~-:~o....:... . .~ BM 878 8M 101 8 .. .,. -~~. ,· .. •:., ~ -...... ~ .f . '* BM 1028 BM 1038 BM 1048 BM 1058 BM 22C BM 2QC -~· BM 18C .... ' r.o\ 'J 4 Page B-31 BM 21C ;t BM 19C : BM 17C • ""\'" BM 16C BM 14C BM 12C l ;..: .·· I ' -. , ... ••it( . . "• BM 15C BM 13C 8~1 11 c r l Page B-32 .· \ \. "'· ,~ ~v.,'\ '." .,. , 1t '1!, • ~ .. ' ~-~~.. - .. - •••• ~>-, ~ :.,.· . BM lOC - ' .. BM 8C BM 6C .. .. ....... . • - (' I( Page B-33 ·-~ .. .. . ~ ... BM 9C -- ·- . . BM 7C BM 5C .... ~-· ·-.f' -. . ~. BM 4C BM 2C • e r -~ --~ .. ·~ . -•!!IL :"" ... ~ BM 3C BM lC Page B-34 •'-__ ;j{\!l[~ ,, ~"n~"" ___ j J~~~ I I I l· r I l Page B-35 • 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. Alcap -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 in 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 ADF&G for location identification of the upstream end of a slough where mainstem flow could diverge and flow through the slough. L.B. & 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 vinw. Page B-36 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 n 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. Abbreviation used in location descriptions T -Tributary. Designation established by ADF&G for identification of staff gages. W -Mouth. Designation established by ADF&G for use in labelling the m~uth of sloughs where they converge with the mai nstem. X-sec -Cross Section r37/f2 r37 /e1 R&M CONSULTANTS TEMPORARY BENCHMARKS FOR MAIN CHANNEL CROSS SECTIONS 1980-1982* Monument Description R&M Rebar & Alcap 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 & Alcap, left bank near H.M 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 & Alcap, 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 & AI cap, left bank on terrace R&M Rebar & Alcap, left bank at 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=G5 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 1n 1982. Page B-37 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 .( I I 1 r37/~2 R&M CONSULTANTS TEMPORARY BENCHMARKS FOR MAIN CHANNEL CROSS SECTIONS 1980 -1982* Monument Description Identification R&M Rebar & Alcap, on steep bedrock, left bank LRX-50 L. B. R&M Rebar & Alcap, left bank at RM 138.2 LRX-49 L. B. R&M Rebar & Alcap, top of left bank LRX-48 L. B. RE·M Rebar & Alcap, left bank at RM 137.2 LHX-47 L.B. R&M Rebar & Alcap, top of left bank, RM 136.9 LHX-46 L. B. R&M Rebar & Alcap, left bank at RM 136.6 LHX-45 L. B. Nail in 14 11 Cottonwood tree on right bank LFtX-44 R. B. R&M Rebar & Alcap, angle point on far left bank LR.X-44 L. B. R&M Rebar & Alcap, left bank main channel LRX-43 L.B. Nail in cottonwood tree on right bank LRX-42 R. B. R&M Rebar & Alcap, left bank RM 135.6 LRX-42 L.B. Nail in tree stump on right bank LRX-41 R. B. R&M Rebar & Alcap, left bank RM 134.7 LRX-41 L. B. 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, left 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, LRX-40 R. B. LRX-40 L. B. LRX-39 L. B. LRX-38 L. B. LRX-37 L. B. LRX-36 L. B. TBM-1 LRX-35 L. B. the remaining cross sections were surveyed in 1982. • Page B-38 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 .37 630.49 626.56 I I I I I I I I ,I I i ,I r37/e3 R&M CONSULTANTS TEMPORARY BENCHMARKS FOR MAIN CHANNEL CROSS SECTIONS 1980 -1982* Monument Description R&M Rebar & AI cap, top of left bank, west channel R&M Rebar & Alcap, left bank main channel Nail in 12" cottonwood on right bank Identification LRX-34 L. B. LRX-33 L. B. R&M Rebar & Alcap, left bank RM 129.7 LRX-32 L. B. R&M Rebar & Alcap, left bank main channel LRX-31 L.B. R&M Rebar & Alcap, right bank on veg. island LRX-30 N3 R.B. R&M Rebar & Alcap, left bank an island, RM 128.7 LRX-30 N3 L. B. R&M Rebar & Alcap, right bank on small island LRX-30 N2 R. B. R&M Rebar & Alcap, ieft bank on sand bar LRX-30 N1 L. B. R&M Rebar & Alcap, right bank, island w/lone C.W. LRX-30 N1 R.B. R&M Rebar & Alcap, top of left bank, RM 127.5 LRX-30 R&M Rebar & Alcap, top of left bank, RM 126.1 LRX-29 R&M Rebar & Alcap, left bank of bvf)ass channel LRX-28A L.B. R&M Rebar & Alcap, right bank main channel LRX-28A R. B. Spike in 48" cottonwood on left bank, RM 124.4 TBM-1 R&M Rebar & Alcap, top of left bank near crest gage LRX-28 R&M Rebar & Alcap, left bank at RM 123.3 LRX-27 R&M Rebar & Alcap, left bank at RM 122.5 LRX-26 R&M Rebar & Alcap, left bank at RM 122.1 LRX-25A L. B. R&M Rebar & Alcap, right bank of main channel LRX-25A R.B. Nail in 16" cot·~onwood stump on left bank main TBM "Tooth" channel * NOTE: LRX-1 -LRX-62 were surveyed in 1980, LRX-63 -LRX-68 were surveyed in 1981, the remaining cross sections were surveyed in 1982. Page B-39 Elevation 625.38 615.53 619.05 608.72 603.50 599.75 600.99 596.15 592.33 593.44 596.07 578.43 569.73 575.84 565.48 561.80 552.71 547.80 539.88 542.10 539.50 I ! 11 I ' ! l I I ! l I ! I l f ! "' ! I ! t j (j ! t l ! I I I 1 l I ' l l ,J 'v1 r37/e4 R&M CONSULTANTS TEMPORARY BENCHMARKS FOR MAIN CHANNEL CROSS SECTIONS 1980 -1982* Monument Description R&M Rebar & AI cap, left bank of east channel Spike in 15" spruce near Curry crest gage R&M Rebar & AI cap, 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 & Alca~::, 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 Rebar & Alcap, left bank east channel RM 115.3 Orange painted rock c.-, right bank main channel R&M Rebar & Alcap, left bank at head of Lane SL R&M Rebar & Alcap, 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 -LR/<:-62 were surveyed in 1980, LRX-63 -LRX-68 were surveyed 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. 8. 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-18B 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. Page B-40 • Elevation 536.55 534.20 531 .39 528.18 530.53 518.94 J 523.74 511.45 J 511.20 I 505.98 503.98 I 496.41 500.57 492.29 485.72 482.71 482.21 479.35 471.44 469.91 471.59 r37/e5 R&M CONSULTANTS TEMPORARY BENCHMARKS FOR MAIN CHANNEL CROSS SECTIONS 1980 -1982* Monument Description Identification Spike in 48" cottonwood on right bank, weat channel LRX-16 R. B. R&M Rebai" & Alcap, left bank of east channel LRX-16 L. B. R&M Rebar & Alcap, right bank at toe of bluff LRX-15 R. B. R&M Rebar & Alcap, left bank of east channel LRX-15 L. B. R&M Rebar & Alcap, on right bank at toe of bluff LRX-14 R. B. R&M Rebar & Alcap, left bank of east channel LRX-14 L. B. R&M Rebar & Alcap, top of left bank at RM 110.3 LRX-13 L. B. Spike in 25" cottonwood on right bank at RM 108.4 LRX-12 R. B. Spike in railroad tie on left bank at RM 108.4 LRX~12 L. B. R&M Rebar set near toe of right bank at RM 106.7 LRX-11 R.B. R&M Rebar & Alcap, left bank at RM 106.7 LRX-11 L. B. R&M Rebar & Alcap, left bank at RM 106.4 LRX-10C L. B. R&M Rebar & Alcap, right bank below bluff LRX-10C R. B. R&M Rebar & Alcap, left bank at RM 105.9 LRX-10B L. B. R&M Rebar & Alcap~" right bank below bluff LRX-10B R. B. R&M Rebar & Alcap, left bank at RM 105.1 LRX-10A L. B. R&M Rebar & Alcap, right bank of west channel LRX-10A R.B. R&M Rebar & Alcap, left bank at RM 104.8 LRX-10 L. B. Spike in 28" cottonwood on left bank of west channel TBM "RAIN" R&M Rebar & Alcap, left bank at RM 104.1 LRX-9A L. B. 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, LRX-9A R. B. the remaining cross seGtions were surveyed in 1982. Page B-41 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/e6 R&M CONSULTANTS TEMPORARY BENCHMARKS FOR MAIN CHANNEL CROSS SECTIONS 1980 -1982* Monument Description R&M Rebar & A!cap, left bank ar RM 103.4 Spike in 18" spruce near crest gages Nail in 18" spruce stump in right bank R&M Rebar & Alcapv left bank at RM 102.5 R&M Rebar & Alcap, 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 Whisker·s Cr-. q&M Rebar & Alc.ap, 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, rrght bank at RM 100.2 R&M Rebar & Alcap, left bank of east channel R&M 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 & Alcap, right bank at RM 99.8 R&M Rebar & Alcap, left bank of east channel Spike in 10" Spruce near crest gages at RM 99.5 R&M Rebar & 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. TBM ''WHISKERS" 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 LRX-3D L.B. the remaining cross sections were surveyed in 1982. Page B-42 • Elevation 387.82 397.06 393.75 385.64 383.70 369.26 375.29 371.09 371. 16 362.75 364.09 360.61 359.16 360.01 359.45 359.60 358.35 358.74 352.30 366.96 361.69 r37/e7 R&M CONSULTANTS TEMPORARY BENCHMARKS FOR MAIN CHANNEL CROSS SECTIONS 1980 -1982* Monument Description Identification R&M Rebar & Alcap, 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 & Alcap, 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 & Alcap, right bank on island at RM 98.9 LRX-38 R. B. R&M Rebar & Alcap, lett bank of main channel LRX-3A L. B. R&M Rebar & Alcap; right bank of island LRX-3A R. B. Nail set in cottonwood log on bank of island TBM COAST R&M Rebar & Alcap, left bank of main channel LRX-3 L. B. R&M Rebar & Alcap, left bank of Susitna at RM 98.5 LRX-2C L.B. 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-2B L. B. R&M Rebar & Alcap, right bank of Chulitna River LRX-2B 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 & Alcap, left bank Susitna left channel R&M Rebar & Alcap, 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 Talkeetna R. R&M Rebar & Alcap, right bank of west channel R&M Rebar & Alcap, left bank near vegetation LRX-2 L. B. LRX-2 R. B. LRX-1B L.B. LRX-1B R.B. LRX-1A L. B. LRX-1A R. B. LRX-1 L. B. * NOTE: LRX-1 -LRX-62 were surveyed in 1980, LRX-63 -LRX-68 were surveyed in 1981, the remaining cross sections were surveyed in 1982. Pc.ge B-43 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&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 CONSULTANTS TEMPORARY BENCHMARKS FOR MAIN CHANNEL CROSS SECTIONS 1980 -1982* Monument Description & Alcap, right bank at RM 97 & Alcap, right bank near RM 96.6 & Alcap, left bank near RM 96.8 & Alcap, right bank near RM 96.2 & Alcap, left bank near RM 96.5 & Alcap, right bank near RM 95.9 & Alcap, left bank near RM 95.6 & Alcap, right bank near RM 95.5 & Alcap, left bank near RM 95.2 & Aicap, 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 & ... , ~;cap, t'ight 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, Identification LRX-1 R.B. LRX-11 R.B. LRX-11 L.B. LRX-12 R. B. LRX-12 L.B. LRX-13 R.B. LRX-13 L.B. LRX-14 FL B. LRX-14 L. B. LRX-15 R. B. LRX-15 L. B. LRX-16 R. B. LRX-16 L. B. LRX-17 R. B. LRX-17 L. B. the remaining cross sections were surveyed in 1982. Page B-44 Elevation 338.80 336.77 338.43 334.54 340.68 334.62 330.55 329.14 328.98 323.80 332.39 323.22 339.22 322.22 321.66 r37/q1 R&·M CONSULTANTS TEMPORARY BENCHMARKS FOR 1982 SLOUGH SURVEYS Description/Location Chiseled Square, right bank, mouth Portage Cr. Photo panel center, reba r & AI cap TBM "Portage Q R. B.", right bank @ discharge site R&M Rebar & Alcap, right bank, mouth Jacklono Cr. ..... R&M Rebar & Alcap, left bank, mouth Jackiong Cr. R&M Rebar & Alcap, right bank, head SL 22 R&M Spike, left bank, SL 22 R&M Rebar & Alcap, right bank @ discharge site R&M Spike, left bank, SL 22 @ discharge site R&M Rebar· & Alcap, right bar1k 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 & AJcap, left bank, mouth S L 22 R&M Spike in 20" C.Wq left bank, head S!-21 R&M Rebar & Alcap, right bank S L 21 @ recorder R&M Rebar & Alcap, left bank, St 21 @ recorder R&M Rebar & Alcap, right bank, x-sec SL 21 R&M Rebar & Alcap, left bank, x-sec S L 21 R&M Rebar & Alcap, left bank of access channel R&M Rebar & Alcap, right bank of access channel Page B-45 • River Mile I. D. Elevation 148.9 T R. B. 848.32 148.9 T L. B. 844.27 148.9 Q R. B. 845.46 144.9 T1 R.B . 794.13 144.9 T1 L.B. 796.94 144.8 H4 R. B. 791.93 144.8 H4 L.B. 794.99 144.6 53 R.B. 789.54 144.6 S3 L.B. 788.92 144.4 S2 R. B. 785.16 144.3 M1 R.B. 794.78 144.3 M1 R.B. 794.79 144.3 S4 L. B. 788.86 144.3 W3 L. B. 788.25 144.2 W1 R.B. 786.00 144.2 W1 L.B. 784.58 142. 0 H9 L. B . 763.33 141 . e sa R . s . 752.21 141. 9 58 L. B . 751.66 141.8 S7 R. B. 750.39 141.8 S7 L. B. 751.45 141.8 A6 L. B. 753.45 141.8 A6 R.B. 753.04 r37/d2 R&M CONSULTANTS TEMPORARY BENCHMARKS FOR 1982 SLOUGH SURVEYS (Continued) Desc.ription/ Location R&M R~bar & Alcap, reft bank of access channeJ R&M Rebar & Alcap, right bank of access channel R&M Rebar & Alcap, right bank of access channel R&M Rebar & Alcap, left bank of access. channel R&M Rebar & Alcap, right bank of access channel R&M Rebar & Alcap, left bank of access channel R&M Rebar & Alcap, right bank on point of island R&M Rebar & Alcap, left bank, mouth SL 21 R&M Rebar & 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 1i" 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 Page B-46 River Mile I. D. Elevation 141.7 A5 L.B. 750.81 141.7 A5 R.B. 751.27 141 . 3 A4 R . B . 7 46 . 28 141 . 0 A3 L. B . 141 . 0 A3 R . B . 140.8 A2 L.B. 140. 6 W1 R. B . 140 . 6 W1 L. B . 140. 6 H3 L. B . 140.6 H3 L.B. 140. 6 H3 R. B. 140. 2 S2 L. B. 140.2 S2 R. B. 140. 1 W1 L. B. 140.1 T3 B. 139. a vn L. B. 138. 6 T1 L. B. 743.45 740.84 741.00 736.05 735.53 737.33 737.49 734.25 735.73 729.66 732.20 728.14 v732. 57 725.14 725.09 712.02 714.09 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 ADF&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 Rebat b Alcap, left bank, Gold Cr. discharge site R&M Rebar & Alcap, right bank, Gold Cr. discharge site R&M Rebar & Alcap, left b~n k at mouth of Gold Cr. R&M Rebar & Alcap, right bank at mouth of Gold Cr. R&M Rebar & Alcap, left bank of SL 11 at head R&M Rebar & Alcap, 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 Page B-47 .. River Mile I. D. Elevation 138 . 0 53 L. B . 138. 0 S3 R . B . 137.9 S2 R. B. 137.8 W1 L. B. 137 . 8 W1 R . B . 136.8 T2 L. B. 136.8 12 R. B. 136.8 T1 L. B. 136.8 T1 R. B. 136.5 H4 L. B. 136 . 5 Q3 L. B • 136. 5 Q3 R . B . 135.7 S2 L. B. 135.7 S2 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 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, 300ft. D.S. of 4th of July Cr. R&M Rebar & Alcap, left bank, 300ft. 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 dischargP 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 site Page B-48 • River Mile I. D. Elevation 135. 5 W1 R. B . 672. 77 135.1 51 L.B. 672.00 135. 1 S 1 R. B . 669. 56 134.1 S1 L.B. 654.37 134. 1 S 1 R. B. 654. 24 131.9 T1 L. B. 639.85 131.9 Tl R.B. 641.52 131. 2 S4 R. B. 626. 18 131.2 S4 L.B. 624.39 131 . 1 S 1 R. B. 623. 03 131.1 S1 L.B. 619.08 131 . 1 T2 L . B . 621 . 52 131 • 1 T2 R. B. 622.66 131 . 1 T3 R . B • 62 6 . 13 131.1 T3 L.B. 627.69 130.8 T2 L.B. 622.78 130. 8 T2 R . B . 624. 96 r37/d5 R&M CONSULT ANTS TEMPORARY BENCHMARKS FOR 1982 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 8" G.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, 350ft 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 basa of 8 11 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 8. 9 ft. D. S. of Well 9-11 R&M Rebar & Alcap, left bank of SL 9 @ recordet" R&M Rebar & Alcap, right bank of SL 9 @ recorder ADF&G Spike@ base of 6" birch, near Trib. 129.0 Page B-49 River Mile I. D. Elevation 130.8 T1 L.B. 622.25 130.8 T1 R.B. 623.53 129.5 T6 129.5 T6 L.B. 129 . 5 T6 R. B . 129.5 T6 129.4 T7 R. B. 129 . 4 T7 L . B . 129.3 58 129. 3 SB L. B. 129.3 sa R. B. 129.2 H9 L. B. 129.3 H9 R. B. 129.3 H9 129.2 T7 129.2 S5 L.B. 129.2 55 R. B. 128.8 S3 L.B. 128 . 8 S3 R . B . 128.8 613.95 610.39 607.41 605. 15 605.66 605.43 609.23 608.28 606.33 606.77 608.18 605.85 606.66 605.08 606.01 600.10 598.94 600.18 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 & Aicap, right bank at mouth of SL 9 R&M Rebar & Alcap, left bank, mouth of SL 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 SL 8 R&M Rebar & Alcap, right bank SL 8 R&M Rebar & Alcap, left bank SL 8 R&M Rebar & Aicap, right bank SL 8 R&M Rebar & Alcap, left bank SL 8 R&M Rebar & Alcap, right bank SL 8 R&M Rebar & Alcap, left bank SL 8 at head R&M Rebar & Alcap, r.!ght bank SL 8 at head R&M Rebar & Alcap, left bank SL 8 R&M Rebar & Alcap, right bank SL 8 R&M Rebar & Alcap, right bank SL 8 R&M Rebar & Alcap, left bank at SL 8 recorder R&M Rebar & Alcap, right bank at SL 8 recorder R&M Rebar & Alcap, left bank SL 8 Page B-50 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 W1 127.3 T1 L.B. 127.3 T1 R.B. 126.6 59 L. B. 12fl.6 S9 R. B. 126.5 sa L.B. 126.5S8R.B. 126.5 S7 L.B. 126.5 57 R. B. 126.1 H4 L.B. 126.1 H4 R. B. 125.9 S6 L.B. 125.9 SG R. B. 125. 7 53 R . B . 125.7 55 L.B. 125.7 S5 R.B. 125. 7 S3 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 CONSULT ANTS TEMPORARY BENCHMARKS FOR 1982 SLOUGH SURVEYS (Continued) _Description/Location R&M Rebar & Aicap, 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 & A!cap, 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 & Alcap, right bank mouth trib. 117.4 R&M Rebar & Alcap, 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 & A leap.. right bank at head Lane S 1 R&M Rebar & Alcap, left bank at head Lane Sl. R&M Rebar & Alcap, right bank Lane Cr. @ bridge Page B-51 .. River Mile 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 . 01 573.56 569.58 579.99 124.7 T1 L.B. 124.7 T1 R.B. 123 . 9 T 1 L . B . 123 . 9 T 1 R . B . 120.9 T1 L.B. 121.0T1 L.B. 121.0 T1 R.B. 117.4 T1 RB 117.4 T1 L. B. 116.7 T1 R. B. 116.7T1 L.B. 114.1 H1 R.B. 114.1 H1 L.B. 113 . 6 T2 R . B . 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, tr~b. 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. Rt.M Rebar & Alcap, right bank, backwater Whiskers Sl. R&M Rebar & Alcap, left bank, mouth Whiskers Cr. R&M Rebar & Alcap, right bank, mouth Whiskers Cr. R&M Rebar & Alcap, right bank, mouth Whiskers Sl. R&M Rebar & Alcap, left bank, mouth Whiskers Sl. ADF&G Rebar, left bank, near staff gages 101.2 M4 TBM RR Spike in 6" birch, left bank Susitna R. TBM RR Spike in 10" birch, left bank Susitna R. TBM RR Spike in root of 12" Spruce, left bank TBM RR Spike in 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. Page B-52 .. River Mile J.D. Elevation 113.6 T2 L.B. 481.04 113.6 T1 L.B. 473.21 113.6 T1 R.B. 474.31 11 0 . 1 T 1 L. B . 445 . 89 110. 1 T1 R. B. 446. 14 101.6 H4 L.B. 374.24 101 . 6 H4 R. B. 372. 72 101.4 S3 L.B. 370.38 101.4 S3 R.B. 370.85 101.3T2L.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 CONSULTANTS TEMPORARY BENCHMARKS FOR 1982 SLOUGH SURVEYS (Continued) ------Description/Location TBM RR Spike, west end of railroad tie TBM RR Spike, west end of railroad tie TBM RR Spike, west end of railroad 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 Ct'. R&M Rebat' & 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, left bank, Sunshine Cr., backwater R&M Rebar & Alcap, right bank, mouth Sunshine Cr. R&M Rebar & Afcap, left bank, mouth Sunshine Cr. R&M Rebar & Alcap, right bank, mouth Rabideaux Cr. R&M Rebar & Alcap, right bank, mouth Rabideaux Cr. R&M Rebar & Afcap, right bank, mouth Whitefish Sl. River Mile I. D. 94.9 94.6 94.3 93.1 H4 L. B. 93. 1 H4 R. B. 89.3 S1 R. B. 89.3 S1 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. 8.6. 1 T2 L. B . 85.7 Tl R. B. 85.7 T1 L. B. 83.3 Tl L. B. 83.3 Tl R. B. 78.9 Wl R. B. Page B-53 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 r37/d10 R&M CONSULTANTS TEMPORARY BENCHMARKS FOR 1982 SLOUGH SURVEYS (Continued) Description/ Location R&M Rebar & Alcap, left bank, mouth Whitefish Sl. R&M Rebar & Alcap, left bank, head Goose Sl. R&M Rebar & Aicap, right bank .. head Goose Sl. R&M Rebar & Alcap, left bank, x-sec. in Goose Sl. R&M Rebar & Alcap, right bank, x-sec. in Goose Sl. R&M Rebar & Alcap, left bank, mf''Jth Goose Sl. R&M Rebar & Alcap, right bank, mouth Goose Sl. R&M Rebar & Aicap, right bank, Goose Cr. R&M Rebar Q Alcap, left bank, Goose Cr. R&M Rebar & Alcap, right bank, Goose Cr. R&M Rebar & Alcap, left bank, Goose Cr. RiverMilel. D. 78.9 W1 L. B. 75.0 H5 L. B. 75.0 H5 R. B. 73.2 S2 L. B. 73.2 S2 R. B. 73.1 W1 L. B. 73.1 W1 R. B. 73.1 T3 R. B. 73.1 T3 L. B. 73.0 T4 R. B. 73.0 T4 L. B. Page B-54 Elevation 242.42 222.06 221.38 212.76 213.03 212.96 212.18 215.71 213.06 215. 17 213.59 s1/x5 APPENDIX C s15/y1 Index No. Date Area 1310 1949-51 susitna River Basin - Cook Inlet to Devil Canyon 1311 1951-54 Denali Highway-West 'from Maclaren River 1312 1951-54 Yentna River - Che I atna Lake 1313 1951 Talkeetna 1314 1961-62 cook ~nlet to Hi I low East of' Susitna River 1315 1961-62 cook lnletJ Mt. Yenlo West of' Susitna River 1316 1962 OeJta I stands 1317 1962 Talkeetna 1318 1962-63 Sus itna Va II ey 1320 1968 Upper Sus i tna Va II ey, Chu I i tna River 1325 1972 Lake Louise Area 1330 1974 Dev i I Canyon 1331 1974 susitna River Basin 1332 1974 Cook Inlet to Ta I keetna 1333 1976 Wi I I ow Bas in 1334 1976-79 susitna River Basin 1335 7/28/77 Susitna River 7/29/77 Gold Creek to Glaciers 1336 1978 susitna River 1337 1978 Susitna River APPENDIX C AERIAL PHOTOGRAPHY BW or Scale Color 1:40000 BW 1:40000 BW 1:40000 BW 1:40000 BW 1:15840 BW 1:20000 BW 1:20000 BW 1:20000 BW 1:15840 BW 1:15840 BW 1:24000 c 1:30000 BW 1:500000 BW 1:63360 BW 1:24000 BW&C 1:500000 BW 1:1000000 BW 1:120000 C-IR 1:18000 BW 1:72000 BW contracting Agenc~ USCE USCE USCE USCE ADL BLM BLM ADL ADL ADL SOP DOT NASA esse esse NASA NASA BLM USCE USCE Location of' Negatives EROS Data Center EROS Data Center EROS Data Center EROS Data Center ADL (Project Symbol BL) BLM (Project Symbol GP 103, GP 120) BLM (Project Symbol GP 105) ADL (Project Symbol TAK) ADL (Project Symbol SUS) ADL (Project Symbol SUTP) ADL (Project Symbol Lk. Lou.) NPAS EROS Data CP~Jter NPAS ADL (Project Symbol WI L) EROS Data Center EROS Data Center BLM NPAS NPAS Page C-1 s15/y2 APPENDIX C-Aerial Photography (Continued) BW Index or Contracting No. Date Area Scale Color Agencu Location of Negatives 1338 4/R/79 sus itna River 1:60000 C-IR BLM BLM 8/L.;;/78 Cook Inlet to Talkeetna 1:120000 BW BLM BLM 1339 8/11/80 Upper susitna River 1:60000 C-IR BLM BLM 8/1/80 Basin 1:120000 BW BLM BLM 1340 7/19/80 Devi I Canyon Reservoir 1:24000 c R&M NPAS 1341 7/19/80 Watana Reservoir 1:24000 c R&M NPAS 1342 7/19/80 Alternative Access 1 :240l 0 c R&M NPAS Corridor -susitna 1343 8/24/80 Lower Sus itna R.iver 1:48000 BW R&M NPAS 1344 11/14/80 susitna River -Delta 1:60000 BW R&M R&M (35 mm Photography) Islands to Watana Creek 1345 12/5/80 susitna River -Cook Inlet to Watana creek 1:24000 BW R&M R&M (35 mm Photography) 1346 4/27/81 Susitna River-Bell 1:24001) BW R&M R&M (35 mm Photography) lslaud to Watana Creek 1347 5/6/81 Susitna River-Bell 1:24000 BW R&M R&M (35 mm photography) Island to Curry 1348 5/6/81 South lntertie -1:30000 BW R&M NPAS Pt. Mackenzie to Wi II ow 1349 5/12/81 North lntertie -Healy to 1:30000 BW R&t-1 NPAS fairbanks 1350 5/26/81 Alt~rnative Access 1:24000 c R&M NPAS Corridors 1351 5/26/81 East-west intertie 1:24000 c R&M NPAS 1352 8/24/81 susitna F'-ter Cook Inlet 1:36.,000 c ~&:M TES to Dev i I Canyon (For Vegetation Studies) 1353 10/19/8'1 susitna River Cook Inlet 1:60,000 BW R&M R&M (l5 mm photography) .. to Talkeetna, 5 miles up Chulitna, 5 miles up Upper Susitna (For Def'inition of Low Water Channel) Page C-2 s15/Y3 APPEtJ~~)C . ..Q. -Aeri a I Photography (Continued} BW Index or Contrrzcting No. Date Area Scale Color Agency· Location of' Negatives 1354 4/26/62 Sasitna River-Talkeetna 1:12000 BW R&M NPAS to Watana~ Thre-a sets of' photos; morning, noon, even~ng. (For Shadow Study) 1355 5/31/82 susitna River -selected 1:48000 BW R&~l NPAS locations between Kashwitna and Devil Canyon (f'or Slough Studies) 1356 5/31/82 Alternate Access Corridors 1:24.r000 BW R&M NPAS Rand Between Sherman and Watana 1357 6/1/8~ Susitna River-Talkeetna 1:12,000 BW R&M NPAS at Devi I Canyon (For Slough Studies) 1358 8/22/82 Alternate Access Corridors 1:24,000 BW R&M NPAS Deadman Mountain 1359 8/22/82 Access Corridors 1:24,1)00 BW R&M NPAS south of' Susitna River • APPENDIX D • t . ' •• "':Cl ~-A'~"'-"""'~·-'""_"~'-.. -......:."lr, ,,,,..:.!.1 -I T.5 N. U> • N ' f I' :e ~~-·"' .._,'!!.. .~-~ ,.., ~ ,-/:~ ·r: . ::>. ,, ~ . :E ". ' . : ~ u " -l T. 4 N. v ., ' ·} R.IOW. 147°W '3RAM a NOTE 2 . . -NGS:r-- -USGS- EXISTING NGS FJRST ORI)ER TRIANGULATION NET\VORK EXISTING USGS THIRD ORDER TRIANGULATION NETWORK ALL OTHER HORIZONTAL CONTROL TIES WERE BY THIRD ORDER, · CLASS I, TRAVERSE, ANGLE, OR DISTANCE OBSERVATIONS. MS MH MS MH MS MH . ' ALASKA POWER AUTHORITY SUSITNA HYDROELECTRIC PROJECT HORIZONTAL AND VERTICAL CONTROl SURVEY NETWORK DIAGRAMS t===;)v:::f(:=~~r;"\;:::::;~;==1 DATE DECEMBER 1980 SCALE I: 250,000 L.---!i~JJ'~ 1\Y_ ... DEPARTMENT SURVEY DRAWING NO. -----------+--+--t-----tr-ti' & It CONSULTANTS, INC. P TASI\ 2 CH. APP. AP . PROJECT SUBTASK 2. 09 3 t 2 ICHITECTURALI CIVIL CONSTRUCTION I ILIC'IIIICIIL GEOTECHNICAL HYDRAULIC MECHANICAL SURVE:Y MH/BD DESIGNED MH/80 SHEET I OF 8 1 DRAWN OEP .I CHECKED MS A REV. .................... _____ ------~-·-~----·-·• •·-~--.----."--~ -.,.-.,...-~. ~--··~-• '<----" ____ ,._, ...-.·-r"-+----·-~~-~--·-~--••·•·~-~·-••• .... ~•---·-~--r--•·-·~-~ ---· ·-~.--.-...c-• --~·· ·-_., ••·----~·----.. <.---·~----·--·-·~~· __ ., __ ______,..,..-•• ,.-.,..,.__.~----·'·---· --------~ ... •--~-· ,, P{. ·g:;; ~ e :, . '; t~: :.,~ ' ~; • ' !' A~IU MS MH .DOED MS MH ---o~JL·----.---+---i--t----1 MS MH >. --,,_;,--r,' ·~;,.·q • > .. . ' > J'k· t CA:O 1 ALASKA POWER AUTHORITY SUSITNA HYDROELECTRIC PROJECT HORIZOI\JTAL AND VERTI.CAL CONTROL SURVEY . ·NETWORK DIAGRA'.v1S ----------~----~---+---+-~~------~-----~~---~~------====~-----9----------~----~ ----------~---+--\·),~·--t CH. · APP. APP. t-·--· ---------1 ~.------~-------------_.------~----------~--~~----------------~----------------~ 3 t 2 GEOTECHNICAL HYDRAUliC MECHANICAL SURVEY DE~GNED MH/BD MHiBD 1 DRAWN OEP 'CHECKED \ MS l i A ~tAGNETlC t.n::.t;l-lN~t '"'"' -• -ANC~40RAGE SECTlONAL AERONAUTICAL CHART N.O.A.A.,N.O.S. 1979 ·ADASTRAL PROTRACTION N PHOTOGRAPHIC MOSAIC KEETNA N10UNTAINS (C2), .~' '"-' l • OTTED RELATiVE TO THE .. ~LE JS NOT ABSOLUTE DUE ~:!C BASE MAP. MS MH >OED MS MH MS MH IIIR ALASKA POWER AUTHORITY SUSITNA HYDROELECTRIC PROJECT HORIZONTAl AND VERTICAL CONTROL SURVEY NETWORK DIAGRAMS 1===:::-::~=::-==:::---;:==1 DATE 12-18-80 SCALE '1 11 = I M I L E ~c::J e::;-...l 10'~...-1------,-----ll------...---s U V Y DRAWING NO. REV. DEPARTMENT s R E ---------+--+--+---1 R&M CONSULTANTS,INC. TASK 2 M CH. APP. APP. PROJECT SUBTASK 2.09 SHEET 3 OF 8 ·-3 3 t 2 1 . :HITECTURAL CIVIL CONSTRUCTION ELECTRICAL GEOTECHNICAL HYDRAULIC MECHANICAL SURVEY OES!G~-4ED DRAWN CHECKED MH/BD MH/BD OEP MS I \ ., 'L - A r ,._-,, ~· I -,-. ..-~-. , ~ --·· . ~ ~ . ,_ ---·~---~ ---'"--·--~-~<'.--. ' ~~ . I " ~ . -:;: - ~ A ALASKA POWER AUTHORITY --~ "-=~ -·-~-DIRL SUSITNA HYDROELECTRIC PROJECT HORIZONTAl AND VERTICAL I I CONTROL SURVEY MS MH MS MH NETWORK DIAGRAMS t DATE 12-18-80 I" = I MILE CJ)J~~ SCALE DEPARTMENT SURVEY DRAWING NO REV, ---[;:';\ CO~LTANTS ,INC~ M TA' .. I< 2 SHEET 4 OF 8 CH. APP. APP. PROJECT SUBTASK 2. 09 3 t 2 1 HITECTURAI_ CIVIL CONSTRUCTION ELECTRICAl GEOTECHNICAL HYDRAULIC MECHANICAL S URVE:Y DESIGNED DRAWN CHECKED MH/BD M H/BD OEP MS ... -.·--.~_-.;:,_ -.. -'· ..,.,_. ,, ,;:. "i -~ J --; ~-~ -~~~~ .. ,~ ""[',"""".;:: ,' _. _ ,_,., ,. -~-~ • J; •J ~ ~-{1-~ 1-t.···· ""y' "tt ,.Fi"'' ,,. J!l ••. ,, ~,.,.,~+><-·· ~ --~"""'-""'"'..,.,.,_.~ ,.,...,,......,.,,~ ... ,_,_" --· ~--- HIS SHEET 4 ' •-~-_;..,.-1 CADASTRAL PROTRACTION N A PHOTOGRAPHIC MOSAIC ,: TALl<EETNA MOUNTAINS L (A3), (A4L & (AS). LOTTED RELATJVE TO THE :ALE lS NOT ABSOLUTE DUE -l!C BASE MAP. MS MH lAMS 8 NOTE 3 MS MH MS MH 3 t RCHITECTURAL CIVIL CONSTRUCTION I ELECTRICAl -. " . -. .; 2-'': , . IPII' ALASKA POWER AUTHORITY IIU 0 SUSITNA HYDROELECTRIC PROJECT ~~====~----~~~~~~~~~~~~~~~~~~~~-~~ HORIZONTAL AND. VERTICAl CONTROl SURVEY NETWORK DIAGRAMS DATE 12-18-80 DEPART~ENT SURVEY TASK 2 PROJECT SUBTASK 2.09 2 GEOTECHNICAL 1 HYDRAULIC MECHANICAL SURVEY OE~GNEO MH/BD MS/MH SCALE I" = I MILE DRAWING NO. SHEET 5 OF 8 1 DRAWN OEP CHECKED MS REV. ~ - A 1 A NADIWEN · ~~~~ ALASKA POWER AUTHORITY l SUSITNA HYDROELECTRIC PROJECT . HORIZONTAL AND VERTICAl . MS MH CONTROL SURVEY ~ MS MH NETWORK DIAGRAMS - SCALE 111 = I M I L E c::J ·~ DATE 6-1-82 cs '-~\:/. DEPARTMENT suRVEy ___ ...._ ____ +---lt---+-_J-~R&II COtUIULTANT~, .NC~t----~~~---t H TASK 2 6 8 c . APP. APP. PROJf:CT SUBTASK 2.09 SHEET OF DRAWING NO. REV. 3 t 2 1 HITEClUR.AL CIVIL CONSTRUCTIOH ILt:CTRICAL laCJTECI!NICAL HYDRAULIC MECHANICAL . . CHECHED SURVEY DESIGNED DRAWM I MH/BD MS/MH OEP MS l I l ; . . -'"'''' T 14 N T 13N .. .. T 12N -----------------+---~--~~ -----------------+---~--~---~ ALASKA POWER AUTHC>R ITY SUSITNA HYDROELECTRIC PROJECT HORIZONTAL AND VERTICAL CONTROL SURVEY NETWORK DIAGRAMS ~ DATE OCT. 1982 SCALE l: 25Q,QQQ DRAWING NO. c::; c::::;; 10' DEPART'IENT s u R v E y ~'!:"'"": --------+----1--~1----lt--.....AR & M CONSULTANTS' INC-:--t-----.~~----'1 TASK 2 CH. APP. APP. PROJECT SUBTASK 2..09 SHEET 7 OF 8 3 t 2 1 ,,_ A (_) 2 - ~ LU > a:: ::::> en _J <( a:: LU "'( (_) lL -(_) <( a. ::r: 1-a:: 0 2 >- Q) REV. "0 1\ Q) .. 0 a. Q) 1-a. ~:HITECTURAL CIVIL CONSTRUCTION ELECTRICAL IGEOl'ECHNICAL HYDRAUL/\l. MECHANICAL ·~·~iys;:-r·~t"J~~-,;··~~ p -r·-EC-:-~--.---~--··---- ~' ~ .··-! .. .1! ~' ' ~: -·~ ," ~~-·:::t ,. II-• TI4S · T l5S ALASKA POWER AUTHORITY SUSITNA HYDROELECTRIC PROJECT HORIZONTAL AND VERTICAL CONTROL SURVEY NETWORK DIAGRAM~) t===::-;:::~=::;r::=\-;:==1 DATE 0 cT. I 9 8 2 . ' _g e:::;; ~ DEPAATJIIENT suRvEy DRAWING NO. • REV. • ~:..--------+---i--+----t R & M CONSULTANTS, INC-:--T A s K 2. ,·-:.....-------.:...-CH_ . ..,:..A_P_P_. :...,A_P_P...:. ~..-.-----· ........... iiiiiiiiio .... lliiililiiiiooliiiiii •. iiiiioa3. .. ".-Ro_J_ec_T_.S;;.;;U;;.;.;B;...;.T,.;,.;A..-S.-K_2.;;,;.-.o.-s.......~,_s_He_.e .... T-.8_o_F_8_ ...... Iiii!Biil_'lllll 1\ ~ ~' 3 t 2 • ITECTURAL CJVIL--·-~C-ON_S_T-RU-CT-ION--=-E-L-ECTRICAL GEOTECHNICAL HYDRAULIC , J 1 MECHANICAL SURVEY DESIGNED DRAWN MH/80 MS OEP \ CHECKED MS I A (.) 2 - (/) >- IJJ > 0:: ::l (.!) ...J <"{ -a: IJJ <:( ~ lL. -(.) <:( ll. ::r: 1- 0:: 0 z :>. Q) '0 Q) ... 0 c. Q) ... ll. APPENDIX E I POWER AUTHORITY ALASKA BIR SUSITNA HYDROELECTRIC PROJECT .. • '-----------------------+----+---~------~ i!------+-----f---~ AERIAL PHOTOGRAPH~{ INDEX MAP i TOPO COVERAGE MS 80 ~ so FLTS. l8, l9 20 a 21 MS .. CH. APP. APP. ;;] i; l 3 ~ l -·---,-· .. t ICHITECTURAL tiVIL COHSTRXTJON ELECTRICAL 2 GEOTECHNICAL .HYDRAULIC DATE JAN. 15, 1982 SCALE I: 250,000 ----------·~-------------------r--~ DEPARTMENT SURVEY PROJECT TASK2 SUBTASK 2.08 MECHANICAL SURVEY MH/80 DESIGNED MS DRAWING NO. SHEET 1 DRAWN OEP OF 3 CHECKED REV. A ~LASKA ~~q, _·_....'~i: \ ::i 1 ,~-"=B=I=U~.~.......-_;;s..;u..:s~l ~..:....;..:N.:..A:.......;..:.~ ....:,Y..::D;...:.R.:...;O:..::.E .=L..:E;...;c:...T:...:R~I c~P~R:.:..:..O.:.J..:E~c;...;T:__ __ .~J 1 "--.!".-/"< ., _.. ~-.-· \I .,..,. \ POWER AUTHORITY A }--------------------~--+----~--~ ~~ AERIAL PHOTOGRAPHY INDEX MAP I ~j ~~~------------------~--+---~--~ ... ! .::::• ~i--------------------~--+---~--~--------------------~~------------------~----------------------~ .. .. , SCALE I: 250,000 DRAWING NO. REV. TASI< 2 SHEET 2 0 ;: 3 ~~.--------------------------------~--------------------~-------S~U~8~1~~~_.~--~~--·----------------~ I~ J'1 •I£ 3 d .J ·-·--·-· .. t 2 1 :tCHITECTURAL CIVIL CONSTRUCTION ELECTRICAL GEOTECHNICAL HYDRAULIC MECHANICAL SURVEY DESIGNED DRAWN CHECKED MH/80 MS OEP A ALASKA POWER AUTHORITY SUSITNA HYDROELECTRIC PROJECT AERIAL PHOTOGRAPHY 'INDEX MAP DEPART~ENT SURVEY DRAWING NO. REV. 1 CH. APP. APP. PROJECT SHEET 3 OF 3 \ t 3 2 1 ------'"'·"" -'''CHITECTURAL CIVIL CONSTRUCTION ELECTRICAL GEOTECHNICAL APPENDIX F MS MH/BD ~-WATANA RESERVOIR t"= 400' I 10 Cl ~ -DEVIL CANYON DAMSITE In= 200 1 /5 1 Cl ~-WATANA QUARRY SITE I"= 400 1 /10 Cl t + + + +4+ - + + + ALTERNATE ACCESS CORRIDOR DENALI ROUTE 1"= 400 1 /10 Cl ALASKA POWER AUTHORITY SUSITNA HYDROELECTRIC PROJECT AERIAL PHOTOGRAPHY TOPOGRAPHIC CONTOUR MAPPING INDEX REV. J===::-;:::=~~--;:==1 DATE AUGUST 1981 SCALE I! 250,000 ----------------r---~~~~ c:J ~~ ~\/! ~-----------------;-D-R-AW-·1-N_G_N_O-. --------~--I ___;-:-). ~ I v DEPARTMENT SURVEY --·---------4---+----+------f R & M CONSULTANTS ,INC-:--c----~-=-----=------t !i\ TASK 2 I I ·~----------~----C_H_ . ._A_P_P. __ A_PP_. _____________________ ._P_R_OJ_E_CT __ s_u_s_T_AS-K._2_.o_a __ _.s_H_E_ET----O-F-----------• 3 t 1TECTURAL CIVIL 2 1 DRAWN REL A z " 1..1.., ::.:-> n: .. if' . .] <"l _, 0: U.J < ,_, lJ. -\.,., "'! ..... I .. 0:. ,•. «~ >- (i) T:) 0..- '- 0 0. w ... 0.