HomeMy WebLinkAboutAPA2719SUSITNA
HYDROELECTRIC PROJECT
PIDIIIA&. INIII8Y III.U&.A101lY COMMI881011
No.-cT ••· 'u•
LOWER SUSITNA RIVER
AGGRADATION STUDY:
R & M CONSULTANTS, INC. ·-·---··· ~---·-
UNDIII CONTRACT TO
~oo~~~~~~
IUSITNA JOINT VENTURE
FIELD DATA
FINAL REPORT
JUNE 1185
DOCUMENT No. 2711
.____ALASKA POWER AUTHORITY__ ___.
:3USXTk<& BVDROELEGTRXC PROJECT
LOmR 9U6ITE8& RIVER AGCRADATIBM BYUDU
FSELD DATA
Prep:s red fez*
Alaaka Poueir Authority
TABLE OF CONTENTS
Page
List af T~bbleg
List of Figures
L.ist of Phobographs
A~~<~owI~dgrn~~t~
1.0 Executive Sumrnary
2.0 Scopeof: Study
3.0 Bed Material Sampling
3,1 Sampling Muthuds
3.2 Sample Site Desrsriptions
3,2.? River Mile 97,l
3-2.2 River fdils 95,9
3.2.3 River Mile 93.1
3,2,4 Ri.lii.eth &1?'2ila 91 .$
3,2,5 River Mile 90,6
3,2,8 River k4He 87,7
3.2.7 River fk4ile 86,3
3,2,8 River f\fi$t2 84* 6
3.3 Summary Cortrmon'l-5
4 (1 Lowtsr+ River Surt~eys
4.1 S~irvci-y Descriptions
4.2 River ~~*o~s-:iettion fbrc>fii~ 13\c3t5i
5 1 Refere%tce,.s
LIST GF TABLES
Discharge of the Susitna Rives at Sunshine
for dates of Survey and Bed Material
Sampling
Pags
9
Stags-Discharge Measurements for Surveyed 10
Cross-Sections on the Lower Susitna River, 1984
location map of cross-sections of the
Bow@$" susi"%Ia River
Bed Material Sample Site Locatiorrs LRX 97.1
Parti~le Sias Distributisras LRX 97,9
Samples 7, 2 and 3
Pa~ticle Sire Distribution LWX 97,1
Sanlplcs 4, 5 and 6
Bed bhaterial Sample Site Locations LRX 95,9
Particls Size Dist~ibutisns LR>< 95,, 9
Samples 1, 4, and 7
Particle Size Distributiotw E-RX 95,9
Samples 3, 5 and 6
Bed Material S;lmple Site Locations LRX 93.1
Particla Sixa Distrittitisras LRX 93.1
Sarclples 1 amd 2
Particle Size C~is~kg.ib~.~tio~~s LFiX 93,l
Samples 3, 4, and 5
Pat-ttiche Size Distributions I,+KSC 9'1 .8
%;trn:,le; 1, 2, 3 arid 6
w*; .I i* . p7j:-iii;iay a";Ixc; ~j~~~g";i~iukr%,aa:~. idf#t)< :j/, 7
't rs p- i i, i., 3; ctili.! C)
Page
4
LIST OF FIGURES (Continued)
Figure
NP$~~BF Deecription Page
Bed Material Sample Site Locations LRX 86.3 I08
Particle Siss DistribuQi~ns LRX 86,3
Sample 1 and 2
Partkcls Size Distributions LRX 86.3
Samples 3, 4 and 5
Bed Material Sample Site Loeations LRX 84.6 118
Particle Size Dbtributbns LRX 84,6
Samples I, 2 and 3
Particle Sire Uistributian for Armor Layer 122
Samples LRN 97,1, 95.9 and 93.1
P-lr*ticIe Size Dist~ibutisn for Armor Layer 1 23
Samples LRX 91 3, 90,6, 87.7 and 86.3
Papticle Size Distribution For the East Bat.ak 124
of the Main Channel Samples LRX 97.1, 94.1
aud 9'l ,8
Parti~ls Size Distributiar~ for tile East Baerk 125
of thc Main East Cliannel Sanlples LRX 90.6,
87,7, 88-3 md 84,G
Particis Size f2iskributiors for the P".ist Sank 126
of tlm lvlain East Cllarr bid Samples LRX 97.1, 93,9
93- 1 armid 91,8
LIST OF FIGURES (Continued)
D~scriprti~n
Ri%~er Gros~ Section LR,X 3, I, 1982 t9
River Cross Section LRX 3,0, 1980
River Cross Section LRX 3.0, 1982
Rivet* Cross Section LRX 2.3, 1982
River* Gross Sartii~n L.RX 2,2, 1982
River Crboss Sectian L.RX 2.1, 1982
River Cross Section LRX 2.D, 1980
River Cross Section LRX 2.0, 1Y82
River Cross Section LRX 2.0(95.0), 1984
Rivet- Cross Section L.RX 1.2, ?992
River. Cross Ea-rir;n LR>( 1.5, 1SF" s%
River Cross Section LKX 1 .Of 4990
River C~oss Section h,WX 1,0, 1982
Rivet- Cross Section LBX ;i,0(97,1), 1984
dtivar. Gross Section E.F%X 15,9, 1882
Hives. Cross Seciion i.1-tX 11.8, i!j8%
X (i RiveF* Cpos.f;, bsckion LFQ:( [),'I, '19&2
r{isygep cpnsq i;~ti~j.~ iR)< C$.7[95.5)), 198 i
I
jlitJr; - gft2SS d*--stq sGcs:p:>u.a I.,f.<i";jb,G, -'i *, 1$fjI:;
"bf'2)~ Vefx %.,i'~.~r:k 58:g;ki~gki;~ trit,%: (3, $,rut,
iiji/eF* Cr-ass :,a~:,rl6;g+~ Qw.k{:< c1.4,
$-{is/gr 6:7rjq9 "c.--L;-* h 3 ,053 ? p,\"j yj, It>$':
i" ;-c*~~~r7~ (( E $; "1: .- 5 q.fat! .d
Page
132
1133
134
1 i35
136
7337
138
139
9
I -.su
141
742
I43
'i 44
145
"1 so e
9j {
1 48
'1 2$!-j
1 5(1
qE f* 1 *j *!
*-f> i ,i,*
LIST OF FIGURES (Continued)
Description
River Cross Section LRX 91.8, 1984
River Cross Seetion LRX 90.6, 1984
Rivar Cross Section &RJ( 87,7, 19W
River Cross Section LRX 86.3, 1984
River Cross Section LRX 84.6, 1984
Photo
Number
3,1
3,2
3*3
34
33
386
3-7
33
3-9
3. '$0
3,%1
3**i2
3, t3
a- *
%..b. ;4
3- 'IS
-4 s"t *5* .lo
3* t?
3- 38
:$ * 9
:$ * 20
:,$ * !
""Y? b2 " * '.*
Ground view looking upstream a7t Sample 1 RM 97.1
Aerial view looking upstream at Sanlple 1 RM 97.1
Ground view looking tlpstream at Sample 2 RM 97. I"
Aerial view looking upstream at Sample 2 RM 97,1
Ground view loisking upstream at Sample 3 RM 97.1
Aerial view looking upstream at Sample 3 RM 97.1
Ground view looking upsbeam at: Sample 4 RM 97.1
Aer.ial view looking upstream at Sample 4 RFII 07.1
alsd Sample 6 RM 97.1
Grorritrf vievd looking upstream at Sample 5 F(W1 97.1
Aer'ial view looking upstream at. Salnple 5 KFdl 97.1
Gr-ounci view of armor layer, Sdtr~pir? G RIW 97.1
Gr4uund view looking upstrearn iil Sample 1 RM 95.9
Atsrial vietv loolcirrg upstreanr a!: Sampiz 1 F%M 95.9
Ground view looking ap.;luseam at Sample 3 RM 95.9
Aer;al vievi loci<i~g ups trcam ;~t Sample ?' RM 95.9
i;taotind view iool:ing upstream at Sarnplt~ 4 RM 95.9
iieriai vieitd iookiriy uf~sir~edrrt at Sample 4 RM 95.9
~;trd Sarnpit? I RM C3"J,9
ifW bdro~i~~ci! a %ii#+?bkt 10$3!<ij13 kig~skreairj at 5;1n313i:3 5 @hi! 953
4 1 har*iai looi:irly ~g;strc;ii ;it 3a;iipf:: 5 f{1$4 95.9
ilro?.i:~.tE vi~*~it iviooltia~lj upsii9ea$n ai Sample 6 T",M 35.9
i-kL:3{-i3i kjit~~y lcjokivkg t~k>strearil at f<zt~~ple 6 F!lt4 $Eiv9
{;i*q,i:f*iij \:itis;' ;jg-rnurs Ssinpit? 7 liM 95, $
"i *>
id ;: -3 p: > pa"rM $33. 1 . .J
-5, < ;a(?rfrjt -3;!pj:g icL>j(J41f-3 u$:i24:g-G:5ri! ai !;*3i]3ik!f$ 1 k(1$4 o+> "3 w7s-a , F
4 r r" ' J:jr utijkai tqp*2i f:.;ii;Jv8sl . kj?;j~~p'~:~'j:~ ,$la ':;;:fii2i~r 2 :Igiidj ?3:'3 " C
lli d
~~"lp,;*:*i~;I &ajr:r~;,*~ jbc3+g*i,qa 8 ,-, ~1,1$ $,$"fije'dl" 21 "' j* 3: 1
-1 6-)iilj Y&CI 4
%* 2 Tvl~q% 72 * i
Page
43
13
1%
15
3 7
9 7
19
19
21
21 ,
23
29
2e
3 *I
3 '1
33
33
35
35
39
37
"n%q *3 9
/*j 5
L; :>
A *7
*** l
LIST OF PHOTOGRAPHS (Continued)
Description
Aerial view looking upstream at Sample 3 RM 93.1
and Sample 4 RM 93,1
Gro~lr~el view loalting upstream at Samplo 4 RM 93.1
;.round view looking upstream at Sample 5 RM 93.1
Aerial view looking upstream at Sample 5 RM 93.1
tjround view leaking upstream at Sample 1 RM 91' .8
Aerial view looking upstream at Sample 1 RM 91.8
Graund vi@w looking upstream at Sample 2 RM 91 .R
Aerial tris?w iciuking upftrcslrir at Sanlplc 2 RM 91 .8
Ground view looking kipstream at Sample 3 RM 31 -8
and Sample G RM 91.8
Aerial view looking upstream at Samplo 3 RM 91 , b
and Sample 6 RM 91.8
Gruund view looltiny uprtrearrr at Santple 4 I\M (3 1 . U
Aerial view loakii~r upstream at Sample 4 RM 91.8
Gt-ound view !ooking upstream at Sarnplc: 5 Ft.b'i 91 $8
Aerial vii.v; iookirry irps8r.e;rin at Sample 5 El?'! 3'1 -8
Grutjnd view of armor layer, Sam~~le 6 RFA 93.1
G~*:.run~i view looking t~r~streatn at Sarnple 1 R!v: 90.6
Aea*i:jl view iool:inrj irfj.;4*rsi:d1tfi ;it S,rl:l~~ic 1 iiiVl "3:. -6
Gi*ound view icjokiiig u;zs"li.c:;itn rrl: Saiijplc 2 RM 90.6
i" Aerial ltir~ loo!iinij ilp-rr-;.;jm at s:a~mplg :? 9L3it44 :I[')- 6
# e-
;*tr&Q ~*&rgkp!42 5 Pf94 $ltI*G
t?rt3tj:lsj %jif$*p$ {0f4bb:ii>:;j ~lg~~trei~jt~i a'f ::~$lgp{e d$ Fliijj <j()j(:
4 a 4 $ii;i*iai view ioaicrrjy !~p:~?i~aia at :$a:rip\e L! k$;[ $Jtq
* -. - f 4: ' i..ly&u*, 5 gp$j g[jJ;
19#-r;i~*icf .si#svg jookirag rr:,;s&r.eatn c?t .Iqlnpfe 1 f4l~j 8i-'7
'" t
$4 P ~/ir.*~j 4 I , 2,
.I-*
;"?-iyc', 2" :
""")/7 QJ
Photo
Number
3,5%
3*33
3,54
3,55
3 56
J,57
*
,$. 58
3*59
3-60
3 61
?,$2
3 * $33
:j, 64
3-65
p$ 3A6
3*{57
"" ;;p4 -.5# kc*
-='> "?&:(I d*3 . bf 4
3 A 10
;%$ - 7 1
"' -3 1. I i" &-
Pg re?
-3, i 2
LIST OF PHOTOGRAPHS (Continuad)
Description
Ground view looking upstream at Sarn~3lc: 2 RM 81.7
and Samp!e 6 RM 87,7
Ground vigw looking upstrtzarn at San~plct 3 RM 07.7
Aerial view looking upstream at Sample 3 RM 87.7
a$,d Sit#-nple 4 87.7
Ground vi&# looking upstream at Sample 4 RM 87.7
Ground view loolting upstream at Sample 5 RM 87.7
Aerial view fooking upstream at Sample 5 RM 87.7
Grounr! viow iuoking upstrcarrr at Sample 1 RM 86.3
Aer-ial view looking upstream at Sanrple 1 RM 86.3
Grijutrd view looking upstr'e:irrr at Sarrlpfu 2 RM 86.3
Rer-ial view looking upstream at Sanlple 2 RFA 86.3
Gt-ficinrl visw looking kipstrean1 at Ssmplr 3 RM OE.3
Acri;~I view iool<ir-jy ilpsttwc*arr4 st Salilpie 3 RM 86.3
Ground view looking upstroam at Saniplc 4 RM 86.3
A v;evi lookir~g upstteaan at sample 4 itM 86 3
(;r.aitncl V~FW of at-rncir layer, Sarraple I; '4 811.3
Aerial view looitirig upstrcacri at Siagriple 5 RM 8t;.3
Gf-ourlri vicrv lookirrij upstwirl at Sagnyic? T fX&i 84*6
j"iilaj3j &<i~~~jf !Q<J!\~I~~J ~frjzi~?i!~$iii t<L~!f!["=~[c$ 1 ftf~l
8'- ri C; YUL~ rid vievg lot>l:*iiig r,pi;tr*i?dnl ai ;aiqnpl~ L Kid 84.6
p%Z(*idl \jrew loo!/lr2g ups] --xm at Cs;~mp~s I) fi:/4 44 Ci
cg-L>i*{#jc: f&it*-p{ i!.2t3!<.ifidJ iv#~js~fLt:;4gri ~&~~f~~~~ 3 ~~~~~ g;
i?%J7;;$j \;jt2%&J jfJf)~pc~~]$j qJ!>$i=[*6>;!$1-; i&Jt ~;{~g~;?~Q 3 & ki
Page
87
89
89
91
93
93
9g
99
101
I Ot
"503
1 03
'1 05
105
'1 $7
107
t 13
f i3
I 15
1 'i 5
1'8
s a7
Th!, study was conducted under contract to the Harta-Ebasco Susitna
Joint Venture. Funding was provided by the Alaska Power Akrthority in
P
cunjunction with studies pertaining to the continuing en\tironmental
impact assessment for the proposed Susitna Hydroelectric Project,
Carl Schoch (REM) located all the 1984 cross-sections and colligcted most
of the stage-discharge data. Bob Butera and Dave Bjerkiie,, both of
REM collected tll~ retnaining stage-discharge data. Chip Grelen (XEM)
~issisted in collecting tbre bed material samples.
TFI~ river cross-sections were surveyed by L. Nicholson. W. Rice and
R. Sousa (all of RGM). h'liko Sch0dt4r (RE@) reduced the field data
notes, computer plotted the cross-sccliuns and wrote Section 4.
The pilots i Logistics were very helpful and to4,k in gijod I~umor
havirlg their helicopters turned into dunrp trucks. Granville Cotley
(F~ank Monlirl 1; Astiucia4;es) was helpful in s~hsduling s heli~opter on
stiost nutics,
My if3ani:s to Steve Bredihgrrer and Chip Grcer~, both of RI;M, for
'* w
r-.=-viewing ;nci esdrting this repart, to Barb kZstc;s for typirrg and Orla0
f%3tg"3c83rj to$ ~f$--~ dr?ing tkie fiy~ii-e- for tlic? r.epor9t.
4% .O EXECUTIVE SUMMARY
The data presernked herein were collected for use in construction and
calibration of the sediment transfer model being developed to analyze
potential with-proje~t aggr-adation downstream of the Chuli.tna-Susitna*
TaB keetna it~r~~ixafl uenee. River cross-sections, stage-discharge
measurement and bed material were collrj~ted at nine, nine anlJ eight
lower i cross-sejctiol.\s, respectively. The cross-sections between
the Ch~litna-Susitna-Tallcestwa Rivers ~snflueace and the t2arks
Highway bridge were surveyed during September 19841, the
stage-discharge measurements were measured June through October 1984
and tho? becJ mate-trial samples were ~ollccted duping October 19814. Tbre
change in channel geometry at River Mile (RM) 98.0 and RM 97.1 is
iflcrstrasked by comparing river cross-section surveys in 1980, 1982 and
9 984,
The lateral arjd langitudina! variation of bed nrate~ial particle size
di~trik~ia~tcun wi khin this sezticsn of the river is relatively tinifarm, with
soroe variation at the downstream side 3f gravel bars and at freshly
exposed gravel bars.
Five of sayen armor layer- sarnplg?~ are biased towards the [arger*
particic sires because tire suriace was fr*ozerr duriirg sampling, tlrerei>y
rnaicin~j it difficcrli: Lo sample the complete armor layer. Two lanfi*nrer~
~~*n~or j~yt?~ sa;np\ns are r,en:;jrSered r*~-presentativli of i.I~s: iri-rnor layer.
2.0 SCOPE OF %TOBY
Approximaftely 80 percent of the total sediment load in the: Susltna
River below Talkeetna originates in the Chul' a and Talkeetna
Rivers. Regulation of flood and high flows by the Susitna
Hydroelectric Pf~oject wi!l reduce the sediment discharge capacity of
the latvt5r Susitna Rive Th@ tats! sediment Soad will not bg
reduced proportionately arld agg radation of sediments i rt tlie lower:
Sclsitna River is expested to occuv. Potential impaets resulting
fp-om "chis aggradatiora waul$ be elevation of water* levels near the
town ogf Talkeetz~is, at *tributary mouths and at the upstream end of
side channel complexes. The results of tl?e sediment study (FV8.2)
presented in "Susitna i.iyd#voelect~*ic P~oject Reservoir and River
Sedimentation" identified the potential for. aggrada'cion but did no%
sufficiently define the temporal and spatial distribution sf the
aggradation . Modelling studies are being conducted to provide a
better estimate of tha potcntirrl impact of the with-project Flow
regirne on the sedimer~t transport below the Chulitna-Susitna-
"- - la Rive$$ conB%i~encs, This report ps-esent,~ the
stage-dis~ltiirqe, bed nl:rtcri;ll and cross-section clata collcctecl for
~-=~rrstr.uclion arad ca8ihratiof2 of th~ sediraent ti-ansf~r rnjodef,
Ti~Fil C;jnsuttanls conducted I~ydi-oyraphic surveys of the Snsitna
I- in 19843 aild 'IYl32 [RcM, 1991 and R&M, 8 Those
c,r*oss- sc+:~ii~riz W!L"IE) pibilnarily c;ollectr:rf for conrpq+!tes. mod~lling ;lcf
water $81 t*fcice i; usirly il:e l)ICT,*-2 pt.oq~arn ,.- ar7J cu~nptjtct.
rr:cir?elling uk ~it/~--~)i.~je~t: it:@ cot~c!iti~ris iisirlg the II;ES!M pi*ogf*arn.
T:")~ bB . ril: i-!38[; ;qljcf ?$li$? su r*vei/-, r.ivccs clmnjs--se!:.iiorls \N@r-c? givc,i? the
-4 i. " r"C=ts; jb5~\;+4$i~~l 2j , !3ti~er Cr-i~ss ;i:t.:rroi, v~itIi a be i.i?., i.R,U
f)*(* -fllf; ~!~~m~bpf*if~~~ s'!ark<:cf !{yiitl (I%:i! fio~~~n~-,~t*f~;3rci 4:i; -yalf*;f:i:~tpf]aA *Jilt$
' I fd r; cii*: ~rp:;tf-earr~ *; ti-ie $3 :: i:tlc.
.. #,: i v*%i rr): :l;-~ ~~<IF:J*; kri jre~+jic:~tj-f.if {rrt.pe"k k-Is~;lfb rr<3ck~;- s*isT~'t~(jb~;~~ ;li)ryd I(\+?
'>: fa!i/p@ * I'e) /a i, 3 j /i~: J ~i i.!~,? i JL>%~
* * fe+{iett~~,jf*ij *mit8ji\$i{ iij~"il$t4 jf-tLdlkbr):> la!-),<j
survey therefore? the LRX numbor does not necessarily cor respofld
to the actual river mile. LRX 38.C, 97.5 and VEi.9 a PC?
apprc ... imately the same location as LWX 2.0, 1 .O arid 0,7/
~espzctively (Figure 2.1). Calibration data included water su riace
elevations for selected croso-sections at different ft3w rates and
bed material and armor layer samples at eight cross-sections.
3.0 BED b4ATEWIAL SAMPLING
3.1 Sampling Msthads
Sample sitas were initially selected on "re e~~tember 116, 1983
aerial photography, with a discharge at Sunshine of 21,100 cfs, at
or near* eight cross-sections surveyed by REM Consultants in 1984.
The.;,@ cross-sections are approximately at River Mile (Rig) 97.1,
95.9, 93.1, 91.8, 90.6, 87.7, 86.3 and 84.6. Sample sit:es were
seiscled across the river as well as down the river ts dletesmina
the spatial variation in bed material particle size distribution.
Sample sites were selected to be represent~tive of the gravel bar
or bank in t!?e iocat avea 04 tlqe ~ro~s-~e~tion
Durirly sanlpling wo flgw along *the cross-section tl~ice at
approximately 200 feet above the ground surface to confirm the
sample site selection or. to select new sites. At some
cross~~sectiitsws there wa1~6 TX~Y ekannels w/.aich weee fsrrnsd *klris
year and at other cross-sections thc shapes of the bai*s had
chariyed sirlce the 1983 aerial photography. No samples were taken
underwater due to freezing temperatures prior to and during the
sanjpting period. We selcctecl Foilr to seven si~mple sites pet*
cr*oss-~,ecticsn, at the waters edge of each major cilannel, in dry
ci~asinels, dncl oti cjrav~l bars to provide sarnples across the river.
- #"a Each :,~jecii~tc i;asrijiling site was selected a4 tzr wall<irlg the area to
r?n-,kire ti:@ ier>r~>(;t:yi'lal jV@ natur-e uf "ckie sample site.
After an area was selected it was marked off, photographed and
the material within the area collected For gradation analyses, For
each cross *section one surface sample was taken of a well
developed armor layer. The surface material was frozen due to
I
freezing temperatures prior tu and during the sampling period. A
pry bar was used to loosen :he surface material for e:ollection.
Depending on the sample lacation and the tktickness clf Frozen
surface material, bed material samples were taken from 0.4 feet to
2.0 feet t>e[low the bed surface*
At five of the seven armor layer site$ the surface wafi frozen,
precluding the measu~emenl: of the armor layer thickness and the
ernbedmisnt coefficient as described by Ettema (1984). For the two
unfrozen armor layer samples, the armor layer thickrresf was
sampled, but the embedment: coefficient was not sneasur4:d. The
frozen armor layer samples are biased towards the larger particle
sires due to the sampling methods.
lkre par"cicle sire anaiys~s were ~onducted in accordance with ASTM
specification 0-422. The sample weights ranged forrn 42 ibs. to
190 ibs. depending on particlc sizes in the saunyle.
The discl~arye was 10,700 cfs at Sunslrisic durbiny the bed material
s;r~nf,j/i rcg ("T~blc. 5 W3kci.r su g-fack? el@vil*i-ions at selecl.$?.rd
cruss~+sc.ctions art: pi.egenes?d in Table 3.2 and tlie lotatiirr~ oi wabet*
surSacr? readirrf~js atbe :;hewn in Figure 2.1. Aiil discfrarges iistccl in
v' k 3 ~nq! 3.;! are pg*ovi:jinnsi USGS data.
B
Table 3.1 Discharge of the Susitna River at Sunshine for dates of
Survey and Bed Material Sampling
Mean Daily
Dats Discharge (ds) 1
I
Ali discharge values ar*e provdisional USGS records and are subje~ct to
3.2 Sample Site Descriptions
Sample descriptions are presented by river mile in downstrkeam order.
The sarnple locations are, identified in Figure 2.1 end on the river
I
cross-seetian prcifile plots. Generally the sampling sta~J:ed on the
east bank and progressed to the west bank. Usually the alrmor layer
sample has the highest sample number for the crass-section. For
some cross-sections sample sites were skipped because of time
constraints. For RM 90.6, 85.7 and 84.6 no west bank saintples were
taken because there was no place to land the helicopter. For each
sample site there is a description of the site based srni field obser-
vations and particle size analyses, and two photos showing the sample
site from the ground and air, At the end of the description of each
river mile section are the ;~al-fir,le gradation curves and the river
ct-50~s-s-?ciiioras showing thr sarnple site locations. The river
cross-sections are piottcd looking downstream with thg east bank on
Phc. left. 7'he deptlts (feet) given in the sampl.3 descriptions Miore
rnessured from the st~rfac~: ciobvn into the sanlple hola. Pbrmor* layer
sar~ples are piotted tog~-th~r with the bed material sample ~i:s1:s~~ butow
it or rrei, =by. Tables witl-1 the resrrlts of pz+;+tic;fe size ijnalyses and a
d@scr*iption 0; file Unified Soil Glassif ica'iion System are incl tided in
Apperjdig A.
Sample 1
The sample site was on the east bank of the east ~hannel just down-
stream GF the Susitna-Talkeetna confluence (Photo 3.1, 3,2 ik~d Figure
3.1). The gravel was frozen from the ourface to 0.4 feel:, sampled
from 0.5 feet ta 1.6 feet and there was ns water in the lhs~le, The
sand is csairissr tf.ea~ at the west bank sitss due trs the influenss of
the bed material iram the lalkeelna River. The sample is a well
graded gravel-sand mixture with few fines and is represerntative of
the local avea (Figure 3.2).
PHOTO 3,"f
I " r-ca,i~rrr;l iJPSTl't?AiYl zt Sz~sitnz-'Falkeetna confluence Sample 1 9. I is on
+. t,7e t cast bank of thci east ci~annei, The Susttna River- enter-s fr-om the left
and ti:^ Taiketna Rn er enters from the right.
f I
1 \.
PHOTO 3.2 i
3 I \ ievi. !~;t2Llr;g c?s:i=~.ain at S jsltna-~aikp?tn~ ccnf\:jef;cz. 1 ?,'\1Cj;. ,
i ioca;sd in :ne i(:;t.ar. i?':: CCJ/-/~~!- Q!. the pj3,3:c>j;;~j?h. Tiis S~J;;. -72 Ri\, et' 1
Sample 2
Ths? sample site was on the west bank of the east channel just down-
stream of the Susitna-Tal keetna confluenee (Photo 3.3, 3,4 and Figtlre
3.1). The gravel was frozen from the surface to 0.4 feet, sampled
f rsm 0,s feet to 1,4 feet and watar was at 22 feetd The sand is
finer than at: sample 1, the influence of the bad material from the
+'Talkeetr:a River is probably less. There was a well devell~ped armos-
layer with coarse gravel and ~obbler, Bascrf an field olbscrvations
the sarnple is representative of the armor* layer minus the fines, This
sample is a well graded gravel-sand mixture with few fifves and is
representative of the local arbea (Figure 3.2) .
PHOTO 3.3
Lookir-iy up the Susitna River adjacent to the Susitna-TalAeetna confiurrice.
Sarnpie 2 Rhl 97.1 is located on the west bank of tiie 3ast channel. Notice
coal-se rut-face inater-iat.
PHOTO 3.4
\ iew ii?cLing upsti-earn at Susitna-TalLeetna c~~niluence. ST 2, Kt1
9;. I. is loc,?t:~i! in the iokwt- left corner of photoi;raph. The St~_;s!tna River-
en:?,-s tt-oiri rile left and the Taikeetna River ezter-s ?!-om the risht. 1'i1c
Chui,tna-Susiti"ta conf!uence is in the upper left of phstogr-api~
Sample 3
The saaple site was in a hig1.r water channel near the middle of the
river which has water at flows of 37,500 cfs at Sunshine and higher
(Photo 3,5, 3.6 and Figure 3.1). The gravel was frozer~ from the
surface to 0,4 feet, sampled from 0.4 feet to 1.4 feet and there was
no water in the hole. There was a well developed armor liayer. The
sample is a poorly-graded gravel-sand mixture with few fines, is not
rep-a~sentative of the armor layer Rut is repres$ntative oiF the local
area (Figure 3.2).
PHOTO 3.5
Looking upstream in a dry channel at Salnpie 3, Rbl 97.1. The channel
has a kvell developed armor layer.
PHOTO 3.6
L'ic?\.i locking up the dry channel. Sample 3, Rhl 97.1, is located in the 1 idwet- iiliddie of ti72 photograph. The Chuiitns-Susitna confiuenze is ti?;?
1
I uppet middie of photograph.
Sample 4
Tho sample sib ewas on the sast bank of the west channel !:Photo 3.9,
3,8 and Figure 3,l). The river bed was frozen from the surface ic
0.4 feet, the sample was taken frcm 0.4 feet to 1.3 feet and Chert.
was water at 1,2 feet. There was a well developed at-mar layer
Based on field observations the sample is represefitative of the armoip
layer minus the fines. The sample is a poorly-graded sjravel-santi
nlxtuf*e with few Fines and is representative of the local area (Figure!
3.3).
PHOTO 3.7
Looking up the west channel at Sample -1, R11 97.1, on tl7e east bank.
The barik has a we\! deveioped arnmot- layer.
PkfOTO 3.8
View looking up the !vest channel. - Sample 4, R?rl 97. I. is located in tile
lower- ;n;cidie sf the photograph. I he armor !a)er- sample, Sample 6, ?#as
I
I ;
coiiected 20 feet upstream of Sampi? 4.
~ Sample 5
The sample %it@ was on the west bank of the west channel (Photo 3.9,
3.10 and Fighire 3.7) 'The bank material was frozerr from l:he surface
to 0.3 feet, sancpled from 0.4 feet to 1.0 feet and water was at 1.0
feet. *The sample is a well-graded gravel-sand mixture witlr few fines
and is reprerentative of the local area (Figure 3.31,
Sample 6
The armor layer sample for this cross-section was collected near
sample 4 on the east bank of the west channel (Photo 3.13, 3.11 and
Figure 3.1). The gravel was frozen therefore some gravel was lost in
chipping it free. Some frozen sand in tha armor layer wsls collected.
However the sample is biased because of the low amov~nt of fines
coliected. The sample is a poorly -graded gravel and is representative
of the local arc?? (Figure 3.3).
IV
""
SU S i l ~·J A HY D ROGf~APHI C SURVE YS
1 9 8 4 cross section LAX 9 7.1
(\
rrrrrr I I 1''''1'''·.-rrrrrrn-, I ~~~~~~~~~~~~~~~~~~rrrr~~~
_ ... ~"-'-___ .... !. , 1
1 1
' 'I • r~~= --! ---· . ·-"""{ • I I I r: ---------------I ...... ,.,.£ ....... P~f I jl ~ ?-1----a -
. ----·--------------· ----------·------·-------~ I "' • .. ~-----~
-. -----·-------.. -----.
---------. --~--------=r--Pyt l~-) r~~t/V -~ JJ'rv~~----t -------
-\ ...... ~' -~-v --t .... \=.,.,..;.----·11'1.1. ___ . ---
\ --.
.. -----. --. ----______ ,_ : ----------------~
-------------------~-,_ --··----.. ---1
0 -
.._Lf;· I ~.u. ~ 'tf:P r , ,.,~o r:,O o ------. --_l:
.I i'LI) I ~-~-'\) '\)0 I 0 . I !q~ t l'!!~o I '!l'ooo oo o 1 ~0 I • 1,0 00 () --:; I'' I 1•'11 I '-;,'!,() I "
·~ I'IHPAREO FOR
rr r T1T T rrrrrrr
--:-p l
=....::...... .
~-~!':"!. C:.~r;'t~!:'~T~~.:S!~.!.~!?,;
FIQURE 1 .1
8(0 MATtiiiA L IAIWL£ SITl LOCATIONS catau~ll§J ·tEID!Al~@®
SUSIT/JA JOINT VE"' runE
100
... r.
Ul
90
80
70
: 60 :.
>-
D
~50 c: ..
II. ...
~ ~0 u
'-• 0...
30
20
10
I
r
0
100
U.S. Inches
1'1 .......
.. • 1'1 CD I ......_ ......_......_
"'1'1 ...... .., ... ..,
~~ I I
I\ I\
' ~ ~ 1\
~ ~ I\
r\ ~
~ ~
!\\
\
10
GRAVEL
Coarse I Fine
1\~
~'-r--. ''
0 ...
U.S. Sleve Slua
0
0 ...
I
0
0
1'1
I'-~ ~
~
t\
~~ ~ a-
1 .1
Grain Size 1n M1111 .. tera
SAND
Coarsej Medium I Fine
Hydr'o.uter
0
10
20
30 ., .. ..,
n • 40 ::J ...
n
0 • .,
50 • • ..,
~
'<
60 :a:
" ..
Cl :s ...
70
80
90
100
.02 .01 .005 .002 .001
SILT OR CLAY
Sa~le Ident1f1cat1on Cla881f 1cat1on Data Unified
sy,. Hole Sa!IIJ) Depth cu cz
• 17.1 l .!-l.& 31 l.2
0 97.1 2 .5-1.~ 46 1.2
0 97 .1 3 . 4-t. 4 49 5.6
_[
OWN
R&M CONSULTANTS, INC. •NO•N···· G•OLOGI•'Ye •t.A"'-N••• e LJ•v •v o••
SCALE
LL PI s org Cl .. e
SN
GW
GP
SUSITNA
HYDROELECTRIC PROJECT
AGGRAD~TION STUDY
25 RIVER MILE 97.1
Re111arks
F8.
GRIO.
PROJ.NO.
OWGNO 3.2
tOO
4
I
90
80
70
41 s::.
Cll
; 60
ll
""' D
I; 50
~ ...
I&. ...
~ • 40 u
L • Q.
30
20
tO
0
100
COl
u.s. Inch ..
N
' ... ~ NID
I ' '' N., ... ., .... .,
II I I
'
l '· .
\ ~ '.
\
\
\ '
\
!\
\
' ~
10
GRAVEL
Coarse I Fine
u.s. Steeve Stz .. ·=--!
0 0
0 Ci 0 ·.:::~ 0 (0 0
~ .. N ., ~ In ... (\1
II l
I
'
~~ 1'\ ~
~ ~
"
\.
~~ ~ -.
1 .1
Grain Size 1n M1111aetera
SAND
Coar-••1 Med1UID 1 F1na
SaiiPl• Ident1f1cat1on Cleaa1f1cat1on Data
HydroHter
0
10
20
30
'11 .. .,
n • 40 ;, ,.
0
Cl • .,
50 • .. ..,
D' ...:
60 Jt .. ..
Cl =s ,.
70
80
90
100
.02 .01 .005 .002 .oat
SILT OR CLAY
unHtad
Claae Re•arka
SyiD Hole Satllp Depth cu cz
• 97.1 .. . .C-1.3 38 .9
D 97.1 !S .4-t 41 t.t
0 97.1 6 Armor 3 1.1
OWN
CONSULTANTS, INC. •Ho•...,.•••• o•O\.Oat••• •-.aiiiiiiN••• ev•v••o••
SCAlE
ll
26
PI I Org
SP
6W
SP
SUSITNA
HYDROELECTRIC PROJECT
AGGRADATION STUDY
RIVER MILE 87.1
F8
GRID.
PROJ.NO
--:-
OWG NO 3. 3
This page loft intentionally blank,
Rher Mile 95,9
The sample site was on the west bank of the east charrnel (Photo
3.12, 3.13 and Figure 3.4). The gravel was frozen from the surface
to 0.4 feet, samplsd Pram 0.8 feet ta 1.5 feet deep and wa4:er wer 1.2
feet below the surface. The armor layer was well develo&~e?d, Based
on Field observatians the sample is representative of the irrnor layer
minus the fines. The sand in this sample is coarse, sinjilar to the
sand in Sample 1 RM 97.1. ~h'e sample is a pot3rly-graded
gravel-sand mixture with no fines and is representative d the local
area [Figure 3.5).
Sample 2
No sample was taken due to time constraints.
PHOTO 3.12 c
icoi\i!iy ~;,st:*.?orn ai.~ng tile west bank af ti;e east ci~diii~ei at ACI~T~~~P i, Rll
The sample site was on the west bank of the rnain wtrst channel
(Photo 3.14, 3.15 and Figure 3.4). Iha gravel was frorein from the
surface! to 0.4 feet, the sample was taken from 0.6 to 1.5 Feet arid
there wiis no water in the hole, Rased an field obserfvatians the
sample is repr*esentative of the armor layer minus the f'ines. The
surface in the arBa was well armored (Photo 3.141, The sarnple is a
well-graded graveid-sand rnixture with few firies and is representative
of the local area (Figure 3.6).
PHOTO 3.14
! L.i:h:ns ilpstr-earn along \-vest bank of main \;est cl:,ini-iei at Sali1i2le 3, R?-i
t-3 ..I. r -@ e su r-facc. has a :veil dt?~.~!opei! ai*:~iov . Sampit? :;I!P 1s
iocated on i-igilt sidz of the p3ruson.
River Mile 95.9
Sample 4
Tho sample site was on the east bank of an island in a nninor east
channel (Photo 3.16, 3.17 and Figure 3.4). -The material vvas frozen
froc-n the surface to 0.3 feet, the sample was taken from 0,,4 feet to
1,4 feet and water was at 1.3 Feet. The armor layer was moderately
"developed (Photo 3.716). The sample is a well-graded gimavel-sand
mixtiare with ietv fins% and is representative of the loca! art?a (Figure
3.5) *
I I Pt-liOTO 3, fG I
1 i-*~~~~k,iii~> upst;-i.ai:2 alc?ng cast bank of isia,id lo iriii>c::- east iil,ii?n;.\ J t i;.-iin;~lt. i
-r -i, 1 5 iht. sui-face has a inct-!pi*atLsiy i?~\~?itipc.d r 2. Tile I
itqinpiTz is it.c.!i;.<! on \eft side of tiie pe!-son. 1
I
I
I PHOTO 3.17 i
L ' I > I . ,
: ,JSr-r& ;>;;a,?tt3 ii;.~;.;; 3%: u~fir-~am. Saigpi;;. 4; i{*,vj 35 . (-) .-a
:-" i . + - 1s li~;catprj sfi ~;?.ft - ,,,\::%
S.
t ,-' 7 p,13 "I i , - - - \ -JdiF:g? i, , 3.5 13 ;s~:.;,.~:F<": tf-i T;~::<:::c czf-j+.ere,
."i i
River Mile 95.9
The szrnple site Was on the east bank of a minor wes-t channel (Phcto
3.18, 3,1Y and Figure 3.41, The gravelly sand was frozaln frorn
surface to 11.2 Feet. The sample was taken Frorn 1.4 feet to 23 fce.t.
Tk~is is B depositional a!-ea rrzrtsistiitg roairily of sands and fine gr*avet.
""+
I hc sampie is a paoriy-graded gravel-sand mixture with v^eS;;l fin~s and
is: representjtive of the local are;. [Figure 3.6).
i
f PHOTO 3.19
i ;.. 1
- [-3 : i$-,,-$r,[;J<< ot~-><.y~-:A>;-;? -4 >: -* 2; ~.~;y?;-;~;~ ;>, i7\*<*! !y3.:2, ;:.:.;-::: ->;<st ! *,<3 l-i!.< 4Cf r - ., . ~
) *\*I;": "--- i .; > <- ; -. i- ,-: \?. j ! 1.; ;. j-; 2 ;-- * (7: <-4 ; * Lj; ;- *?i . 5 ;:;:;;. i .+ 5 :: -3 J
i- .-. r-\ .I f- * ;> ;? .;*; ;; ; :- -; ;- !I , jj12*r<.4 . . I ., .
P
River Mile 95,9
Sample 6
The area sampled was orc the west bank of a minor we!st channel
(Photo 3.20, 3.21 and Figu~e 3.4). The gravel was frozen from the
surface ta 0.3 feet, sampled from 0.7 Feet to 1.5 feet, and there was
no gv,vater in the hale. Ths surface area was armored (Photo 3,201.
The sample is a well graded gravel-sand mixture with few fines and is
represerrtative of the local are3 (Figure 3.6).
Sample 7
Collected the armor layer sample near sample 4 on an iisliind in a
minor east channel (Photo 3.17, 3.22 and Figure 3.41, 'The sc~rface
was frozen, therefore same gravel was lost in chipping it free. The
sample is biased because of the low amount of fines colllectt?d, The
sample is a well-graded gravel with few sands and no fines and is
representa2ive of the armor layer in, this area (Figure 3.5). Based
on field observatioas sample 4, minus the fines, appeared
representative of the armor layer.
PHOTO 3.22
Ai-imor layer, Sainpie 7, R'L1 95.9. Fioiv is from left to r-ight. Flag9ir.g
d$!ineates sample ;I rea. Fi3otogr-aph taken after sampling beca~jse of iovd
iii;ht [eveis during samplins.
~'''I '' i' I'''' I ''''!'''~·--· i' '''~[''I'''' I'''' I''''!.''' I'''' I'''' I ~~-il l ~-~--,----:----,~~)-.I I . ~~~~ I. t ! ' I I ::lo~,. L-t I ' !..~ . . ~~ ~ ~ t • . ' s ~ ~~ ~? ~ ~ = . f :.._ ... ~ ~:! t;; 1-:-l o.-t ------~-: j t ; i( 'M~ I .. .. .. ...
:I! .. ..
4 0
" • .. a::
:I
S! ...
• • 0 ;
c ..
0 ...
• ..
• .. ... a c • .. c
& ... .. c
ll
0 .. •
tOO
go
10
70
30
20
10
0
tOO
..,
u.s . Jnchea
N ...... .. • N• I ...... ...... ......
C\1.0 .. .., .. .., •
I I p
~ ~
~
~
' ~
1\ ~\
~ ' 1\
' "r---
·~
' ~
to
IRA VEL
SIIIPll ldanttttcatlon
u.s. Sleve Slz•• Hydra.ter ._~
8 0
0 2 i 0 0 0 .. • 1ft .. N
I I 0
to
20
30
~
!50
eo
70
f\
10
r-.... ~
'l~
go r\~ ~ ~ ..__
tOO
t .t .02 .01 .005 .002 .OOt
8r1tn S1ze tn Mlllt .. t•r•
Sll. T OR CLAY
Claaalftcatton Oat• l)'ttf led
Cllll AeHI"kl
sy• Hale Sup Depth cu cz LL PI I Dl"g
• ••• 1 .1-1 .5 41 3.1 •
a ••• • .s-t.2 47 t .l • ~ -
0 15.9 7 A rill or 2 t •
OWN.
CKO.
1-----"-
0AT£. t 1-84
~ 8USITNA I" I.
R&M CONSULTANT&, INC. HYDROELECTRIC PROJECT GltiO.
e..e•,..•••• ea-..a•••T• -. ....... _ •v•v••••• AGGRADATIOM 8TUOY 'ltOJ.NO
SCAI.l 41 RIVER UILEII.I DWG.NO 3.5
l ,
" • ~ ,...
n a • , • • ,
~
'C
IE • -• ~ ,...
100
90
80
70
...
i
.. 10 I
>o
.D
fi!IO c ..
~ ...
i 40
f~
l
30
u.s. Inch ..
N
' ..
I
N .... "' .. .,
p... ~ I I
~
1\
1\ ~ ' 1\ ~ ~ ~
\ ' ~\ r\
1\ ~\
\
U.S. Steve Slzee Hydr'o•ter
2 8 • .. ..
I I 0
10
20
30
'11 • .,
n
40 ! ..
n a • ..,
!SO • • ..,
cr ooc
so 1 ..
1"1
~
1\
............
f\ ! ..
70 r--.1\
~ f\ r.
~ 80
""" ~
20
so
0
tOO
&RAVEL
Coer•• I
tO
Fine
sa.p1e ldentlftcetion
Sy• Hole S.IIP Depth
• ••• 3 .e-t.!l
a ••• ! 1 . .-1.!
~-
0 ••• I .7-1 .5
OWN.
CKO. r-----
OATE. 11-84
Co.,.•el
cu ..
•
30
go
r-r-.,. \
~
100
1 .s .02 .OS .00!5 .002 .001
aretn Size in Ml lll•tere
SAND
1 SILT CIA CLAY
Medtu• Fine
Cleeetficetton Deta unttted
Cleee Ae•erka
Cz LL
1 .1
.s
1.4
42
PI I Org
• • •
SU$1TNA
HYDROELECTR~ PRO~ECT
AGGRADATION STUDY
RIVER MILE 11.1
1'1.
GRID.
~ftO.I.NO.
OWG.NO 3.6
River Mile 93,4
Iha sample site was on the east bank of !he east ~hannel (Photo
3.23, 4.24 and Figure 3.7). The site was frozen from the surface to
0.3 feet, was Frozen, the3 area sampled was from 0.5 feet ibo 1.5 feet
and there was no water in t7he hole. These was a well d~?veIoped
armar layer (Photo 3,231. The sample is a paorly-graded giravei-sand
mixture with few finas and is representative of the local apbea (Figure!
3,8),
PHOTO 3.23
Looking upstream aisng east bank of east channel. Sainple 1, Khl 93.1, is
located in the lower left corner of the photog!-aph.
PHQTO 3.23
~iekv ici&ing u?st,-eam along east bank c?f east channel. Sam~l . .
1, 1s 1oc~:ed in th2 /ewer left c~i-ner of the pi~ntcgr-aph.
Sample 2
The sample site was sn the west bank of the east channel (Photo
3.25, 3.26 and Figure 3,7). The digging was e2sy bd$caust? the
surface material was not frozen. The sample was taken 1.0 feet to
1.5 feet below the surface at the middle of the hole, wit17 water at
1.5 feet, Several test jrits dug in the area indicated thzbt this site
was representative of the local area. The sample is a poorly-graded
glaauelly sand with no Cines (Figure 3.8).
PHOTO 3-25
L~oking upsti-earn siorls west hank of east channel at Sar~19ie 7, Rhl 93.1.
Height from water sut-face to top of ~r.av21 bar- is four feet.
PHOTO 3,26 I
\zieik~ {CJQL~~~ i~pstf-eam along i;-es: Sank of past chan~el. Sample 2. R'\1
c.
I
?ci :+J is iocat2d in ;h2 left center 0~ -i;at;2s:-zr;!7. P i
I
Cc~llectod the armoi* layer sample 70 feet east of Sample 4, on the east
bank of the west channel (Photo 3.21, 3.26, and Figure 3.7). Illis
sample is representative of the armor layer and is not biixij towards
the Iargttr sizes, as the surface layer was riot fro~en during
sampling. Tile sample is a wei[-yriid4$d gr*avel with sand and a Few
fines {Figure 3.9).
PHOTO 3-27
At-~no:. layer Sainpie 3, Rk1 93.1. bctict? iar*l;er gravel on the surface ~vith
few hnes a!-ound them. The direction of flow is fr-om the bottom to the
I PHOTG 3,215 f
i I - toosing upstream along the . ast bank of the viest channel. Sarnpie 3, Rhl i -- I 52.1. Is !iaca:eJ in t!-gt! midd!e center of the ?hotoy-aph and Sai~pie 4 1s
feca t.2.j ,, rc thz left of Sample 3.
I
Sample 4
The sample sits was on the east bank of the west channel (Photo
3.28, 3.29 and Figure 3.7). The surface material was tl.lawed, the
$ample was taken from 0.4 feet to 1.3 feet and water was at '1.3 Feet.
The area was well armored. The sampie is a well-graded glravel-sand
n:i*ture with few fines (Figure 5.91, and is representative of the local
area *
PHOTO 3.29
Looking upstr*eam along the east bank of west channel at Sample 4. RM
93. I.
River bl"r8e 93,l
Sample 5
The sample site was on the west bank of the west channc.1 (Photo
3,30, 3.31 and Figure 3.7). The surface maternial was not frl~zen, the
satnplc was taken from 0.5 Feet to 1.2 feet and therg was no water in
the hole. Tile area was well armored, ar~d the sample was
representative of the local area. The sainple is a pooriy-graded
gravel-sand mixture with 1-ew fines (Figure 3.9).
I
-qde-~503oijc!aii$~o~lpp!w$+si u! paqmi?i s! 1
I LP~V '5 "~~WPS .fauue~p JsaM ay$ $0 yueq $sahj ayl Suole wcai~sdn 6u!.jool
bE"E OLOHd 1
' L'E6
'C aidurr~ Je jauue~jr, Jsah4 aq$ jo yueq isah4 ay3 Guoje wea.rlsdn Guiyoo;
OE'F OLBHd
.. .. ... • c ..
54
-
100
U.S. Inch••
~ ..
I ., Cll ..
~~
\
I I
" "
a ..
U.S. Sl•v• Sh••
0 a ...
.I
g
cu
10 '~ ' 70
..,
f.
... 10 I ,..
A
~!50 c ...
IL ..,
i 40 u
l
30
20
tO
0
tOO
\
~
\
\
\
so
&RAVEL
Coer•• I Ftn•
hlllll• ld•nU r lc.Uon
"' :\
i'-,
~
1\
...............
~
jll ' ~ ...... ... -t .t
aretn Slz• ln Mllll .. t•~•
SAND I
Coer•• I Mlldlu• I Fln• I
Cl•••lflcltlon Dete
0
10
20
30 ., ,
n • 40 :::J ..
n a • ,
!50 • • ,
"' "C
IOf -.. ~ ..
70
10
!JO
tOO .02 .ot .00!!1 .002 .oos
SILT DR CLAY
~lfled
Cleee Ae•erk•
Sy• Hole a.. Depth cu cz
A 13.1 t .!5-S .II • 5.3
a u.s I 1-t.l J· t
OWN. --
CKO. -
DATE.11-14
A&M CCNBULTANTB, INC. e...-• .. •••• o•OLo••••• ..._.,. ... _ •u•v•.,.-•
SCALE:
LL
55
PI I Drg ..
•
SUSITNA
HYDROELECTRIC PROJECT
AGGRADATION STUDY
RIVER MILE8S.1
-
F. I .
G"'D.
PftO.I.HQ
DWG.HQ 3.8
u.s. Inchft
N ...... ...
I
4ft N .o
~00
~
1:. •
10
70
.. 80 I
~50
I: ..
IL
~
i.a u
L
l
30
so
l
'
0
tOO
I I
' 1\
~'
' ~
\ \\
Ill ' ' ~ ~
1\ ~
1\
'
so
&RAVEL
Cor•• Fine
t-.r' r-.. ~
I' a.
U.S. Steve Slze•
0 ...
~
~
......., ......
l
.,
~~
r-o:: ~
8 ..
I
......
.s
&rain SUe ln MU UMt•r•
leo ... J
SAND
Me diU. nne
SaiiPll JdenttflceUon Claaalflcatlon Date
I 0
10
20
30
: "1 n
.a ! ..
n
D • .,
50 • • "1
cr oc
IOf .. • :z ..
70
10
to
soo
.02 .Ot .oe .002 .oos
SILT OR CLAY
~lfled
Clue ..... ,.k.
Sy• Hole 5allp Depth cu Cz .. a.s 3 A rift or u 2.1
1:1 U.t .. .4-t.3 IS 1.1
~
0 e.t 5 .5-t.l 54 3.1
OW It ·-
CKO. ·-DATE . 11-84
RAM CONSULTANT., INC. ..._,,..•••• ... ~•••••• ...,.,.,.._ •w•v••--
seALl
LL
56
PI s Of'g
•
h
•
SUSITNA
HYDROELECTR~ PRO~ECT
AGGRADATIOi' STUDY
RIVER MILE ta. t
,.,
G.-.o
~RO.I.NO
OWl. NO 3.9
This page left intentiorbally tilank.
River Mile 9'1
*The sample sit@ was on the east bank of the east charvriel (Photo
3.32, 3.33 and Figure 3.10). The material was frozen from the
surface to 0,8 feet, the saniple was taken from 0.8 feet Lo 1.6 feet
and water war; at 1,0 feet. : ne armor layer was well developed
(Photo 3.32). The sample is a poorly-graded gravel-sanld mixture
with few fines and is representative of the local area (Figure 3,. 1 I).
PHOTO 3,32
Looking upstr-eacn along east bank of the east ci7annel at Sample 1 Rbl
'31 -8. The sut-f~ce has a well developed ai-mot- layer-.
PHOTO 3.33
Aerial photo iooking upstream Sample 1, R'il 91 -3 is iccated in the cgnter
of photogr-apt?.
Rive!* Mile BL.8
Tlte saq~ple site was orp the west bank of the east chan~nel (Photo
3.34, 3.35 and Figure 3.10). The material was frozen from the
$: scii-face to 0.4 ~e@t, the sample was taken from 3,0 feet to 1.9 feet
and water was at 1.9 feat. The sample is a poorly-graded
grave[-sand mixture with few fines and is representative of the local
arqea [Figut-e 3.11).
PHOTO 334
Looking upsti-eain along west bank of the east channel at Sample 2, Rh!
91 .3. The surface has a moderately developed at-mor layer-.
PHOTO 3.35
t ,A,er-iai photq2 \>~oki;ig upstr-earn Sarnpie 2. RLI 91 .8 is incated in left center i
i of ~i.ic~;i~~-~~b.
The sample site was in a high water chanoel near the middle of the
el-oss-section (Photo 1.36, 3.37, and Figure 3.10). The material was
frozen from the surfate ta 0.4 feet, the sample was taken from 0.6
feet to 1.4 feet, and water was at 1.3 feot. The armor iizyer was
well deb~eloped [Photo 3.36). The armor layer sample for this
cross-section. Sanrk~le 6, was takan above; Sarnple 3. The rcample is a
well-graded gravel-sand mixtur~ with few fines and is reprer;enStative
of the ig~al area [Figure 3.11).
PHOTO 3.36
Looking upstream in the high water channel near the middle of the
cr-ass-section at Sample 3, Rhl 91.8. The surface has a well developed
armor layer. The sample site is located in the area mar-ked by si~o~els,
Sample 6, the arnlor layer sample, was taken prior to taking Sample 3.
I PHOTO 3.37
/ -?s?-lal photo I upstream Salriple 3. Rh1 91 -3 is located in the center
I Gf thP p~~f~~tf3cj~~~3~~~?w
Sample 4
The sainple site was on the west bank of the third channel from
westerrr limit of river channel (Photo 3.38, 3.39, and Ficlure 3.10).
*The rnaterial was frozen from the stirface to 0.3 feet, the sample was
taken from 0.7 feet to 3.3 feet, and water was at 1.1 feet. The
armor layer was well developed (Photo 3.38). Based on field
observations the sample minus the fines is repliesentativ~ of tile local
arrrlQr layer. The sarnplo is a poorly-graded gravetl-sand mixture with
few fines and is representa.tive of the local area (Figure 3.12]1.
PHOTO 3.38
Looking upstream along west bank of third channel from westet-n lirnit of
river channel at Sarl~ple 5, RM 91 .S. The surface has a deveioped ar-mar*
PHOTO 3.39 I
Aerial photc loeking upstre2m Sample -1, RL! 91 -8 is located in !eft center I
1
of phctcc,r3p/1. I
I
River Mite 91 -6
The sample site was on the west bank of the second ckiannel from
western limit of river channel (Photo 3.40, 3.41 and Fisgure 3,10).
The material was Frozen from the surface to 0,3 feet, the sample was
taken from 0,8 feet ta 1.6 feet, and water was at '1.0 feet. The
armol* layer was moderatety dovelopcd (Photo 3,40). Tha sample
material was loosely packed relative to other samples at this
G~OSS-S~C~~QB"I, Alaska FiSk & Game l nstroam FBsw Ie.esrel-rael-rtal
Methodeiogy Study Site, Trapper Greek side channel, ils 1000 feet
downstream of this san~ple site. 'The sarnpie is a well-graded
gravel-sand mixtu~e with few fines and is representative {of 'the local
area (Figure 3.121.
PHOTO 3.40
Looking upsti-earn along west bank of second channel from western iirriit of
v ci?annel at Sample 5, RM 91.5. The surface has a moderately
developed a,-mor layer-.
PHOTO 3.41
Aerial phots ioukifig upsti-earn, Sarnpie Rhi 91 .E is located in lefx
of photog!-apb .
Riirrerr. P4ile 91 .%
Sample 6
Collected the armor layer sarnple over Sample 3 in a high water
channel near the middle of the cross-section (Photo 3,37, 3.42 and
Figure 3.10). The surface was frozen, therefore some g~ravel was
lost in chipping it frce, Bfir,ause of the low amount of fines
collected, the sample is biased towards the larger sizes, T'he sampe
is a ysootsly-gtwaded gravel with few sands and no fines:, and is
represehitative of. the armcy layer in this area (Figure 3,11'). Based
an field observations, sample 3 minus the fines appeared
repr-esentative of #the arrnor layer.
..)
)
SUSITNA HYDROGRAPH IC SURVEYS
----·-•• ,._OH• -··-
rrTTT,.~,rroroT,,,,,~.~~~~Tj,,,,~.~,rTjTj,,,,~,rrjTjTj,,,,~.rrjTf,,,,,,~,rr~~~ ~rl~,,l,l~lri~JTI,I,i~lrrJTITI,i,f~~rriTITi,l,,,.!~iTITI,j,lrlrTITITj,l,jrjrTITjTI,I,OrlrTjTITI,I,IrjrTiTiTI,I~irT rr l iifliiifii
i
I
SAM .. Ll I SIIMPLE 2 I JSAMPL[S , ••
·--.1, __ : -~,~~-_~[-~--
~· i
"
·--
~! 'I \II r
I
-----!----·--·I '" 1------1 I.
---l ----·1·----+------·---·---·" -·~---__ .... __ --
----~------1 ---1---~ ~
(:-· I r.Clo I '1''-l :.~'-I OJu-I ,.~'-I ()\.)-I r.\.)" I ~u-J ,;v-I •)~' I. ,: ~&-Lu..L~U I ., •• I I •_l-1-u...J 't t 4.' I I 1 •.1-• I I'·. I .1 . I I I I I I ,,, u...Lu....··~, I •• I I I I r. I I I I I I I t· I I Ia ''I c.~, I I(,, i I (?• I If I I I .tl.l!J..
D If ·
~;.:.-;·_;;.rr .. r.o ··-·· ----· _... -------
= ~-~-~-. c:.~~~~L.!~~-;~;.!~.~;-=
FIOURE 1 .10
lEO IIATliliU IAIII'LE tift: LOCATID'It Cil~~u~~m· miD~~®
SUSITNA JO/f;T VENTURE
tOO
.,
~ ..
ao
70
~10 :a
> a
fi!IO c ..
~ .,
ti 40
1';1
l
30
20
to
4
I
'
u.s. Inch ..
~ ....
' "' '" ..
I I I
~
" ~ ,
1\
I' ~
' ~ ~ :\ ~\
1\ \
'I
\
:\
~
~~ ~
1\
I\
~ .......
I
U.S. Sleve Slz••
Cl ...
~ ~ ~
r---..; ~
I
~~ ~ ~ ~
g ..
.I 0
so
-~ 20
30
: .,
" ' 40 • ~ ,..
n
0 • .,
!10 • • .,
0 oc
60 a • .. ..
:6 ,..
70
80
90
-tOO 0
100 to t .t .02 .Dt .00!5 .002 .OOt
&rain S1z• In Ml111 .. tera
&RAVEL SAND
SILT DR CLAY
Caarae I Fin• Caar••l Med1u• I F1n•
SIIIPla
Sy• Hale
.t. 111.11
a lt.l
0 11.1
+ it. I
OWN. --
CICO. ·-
DATE: 11-14
SCALE:
Idanu ucauan Claaa1f1cat1an Data ~lf1ad
Sop Depth cu cz
I .1-t.l 18 3.2
2 t-1.1 43 ••
3 .6-1. .. 45 S.l
6 Armor 3 1.3
RS.M car,,SULTANTB, INC. •'-••-•••• o•o"ett-.'•••• ~..,,...... •u•v•••••
LL
71
PI sora Claaa
•
SIP
sw
liP
SUSITNA
HYDROELECTRIC PROJECT
AGGRADATION STUD~
RIVER MILE 11.1
..... ,.k.
F.l.
Gf'IO.
lttt()J.NQ
~----·-
OWG.NQ 3.11
tOO
90
10
70
~
'i
1:10 :a
~
A
fi!50 c ..
11.
~
fi 40 u :
30
20
tO
4
0
tOO
U.S. J:ncll ..
~ ..
I
"' N .o
I I
~I'\
~
\ 1\
ll ~
1\ \ ~
\
~
\ ~
'
10
&RAVEL
I'
!\
i\
~r-..
u.s. Sieve Slze•
0 ..
1\ ~
~
t
'
~ ....... ~ ........
g g .. N
.I
.__
.t
&r•ln Slze ln Mlllt .. ter•
SAND
0
tO
20
30
40
' 50
.
&0
,,
70
80
90
tOO
.02 .Ot .005 .002 .OOt
.,. • ,
" • ~ ,..
n
0 • , • • ,
a' oc
IE • -.. :z ,..
I Ca•r••l 1 SJ:LT OR CLAY
Coer•• Flne Med1u• Flne
SIIIPllt J:denu flc•Uon
Sy• Hole S•IIP Depth cu
A 11.1 4 . 7-1.3 11
a 11.1 5 .1-1.& 32
OWN.
CKO ·-DATE. tt-84
SCAL[
Cls••1f1Cit1an D•t• \)'11 rt.ed
Cz LL
I
1.1
PJ: I Or'g Cl•••
&P ..
SUSITNA
HYDROELECTRIC PROJECT
AGGRADATION STUD.Y
72 RIVJ:,.R MILE .1.8
Re .. ,.k.
F. I.
G"ID.
PIIIO.LNO.
DWG.NO 3.12
., f I pagd laft intentior~ally blank.
Sample 1
The sample? site war on the east bank of the east chanriel (Photo
3.43, 3.44 and Figure 3,131. The-river bed was fraren from the
surface to 0.4 feet, the sample was taken from 0.5 feert to 1.0 feet,
and water was at 0.4 feet, This is an astivet cutbarsk at higher
flows. There is 3.5 feet nf silty-sand overlaying tkte gravel layer.
The top of the bank is 4.5 feet above the top of the saimple hole.
The sample was taken 150 feet upsl~eanr 04: the cross-section because
the silt-$and deposits at the erosr-section were not represerntativo nf
the gravel in thc river bottom. The sample is a weii-graded
gravel-sand mixture with few large, grav~irls and few fines, %lid is
represerrtative of tho gravel undeelyitag the silt-sand ban'k i l iglr rt?
3.14),
The sample site was on the west bank of the east chanriel (Photo
3.45, 3.45 and Figure 3.13). The materiai was frozen from the
~urface to 0.4 feet, tha samplo was taken from 0.6 feet to 4.4 feet
and water was at 0.8 feet. The ai9mor layer was well developed
IPho*co 3.451, 'The armor layer sample, sample 5, was calllectod 30
feet west of Sample 2. The sample is a poorly-graded giravel-sand
mixture with few fines and is representative of the llocal area
(Figjure 3% 14).
Sample 3
Sample 3 was not ~otlected due to time constraints-
PHOTO 3*45
in upstiQeam along west bank of the east cliannei at Sarnpie 2 Rhl
90.6 i-i-tt. surface has a iveil developed ar-mor layer.
PHOTO 3.46
Aerial photo ic.akinc~ upstream Szmpie 2 R\1 90.5 is located in left center- of -. phctccjraph. The arinm- la5.r-r sample, Sample 3, 15 I~cdted 30 i~et to the
left, or west of Sarnpie 2.
River Mile 90,6
Thtt sample site was on the east bank of the west chaninel (Photo
3.47, 3.38 and Figure J.'13). The river bed was frozen from the
surface to 0.4 feet, the sample was taken froni 0,4 feet: tn 1.0 feet,
and water waa at 0.7 feet. The armor layer was moderabely
developed. The sample is a well-graded gravel-sai:d mixture with few
fines, arid is representative of the local area (Figure 3.14).
Pt4070 3.47
ionking upstr-earn along the east bank of the west channel at Sampi~ 4, Rh1
9. The surface has a nnder-ately developed ar-mor layel-.
PHOTO 3.48 I
i
/ \'iew in up the west channel Sdinple 1, RL1 90.6, is ic,c;rted in the
!i?~\er !eft of :he ~~~~~~~~~aph. !
River Mile 90.6
Sample 5
The armor layer sample was collected 30 feet west of Samplle 2 on the
west bank of the east channel (Photo 3.46, 3.49 and Ficrure 3.13).
The surface was frozen "therefore sofne gravel was lost in ichipping it
free. The sample is bias because of the low amoun3t of fines
collected. The sample is a poorly-graded gravel with few sands artd
no fines and is representative of the armor layer in this area
(Figure 3.14). Based on field observations Sample 2, minus the
fines, rappeared representativa of the armor layer,
Y
PHOTO 3,49
b4r.inor- layer., Sampie 5, Rhl 90.8. Flow is from right to left. Fiagcjiny
deiiceakes sainpte area.
I
i
-
00
~
-
~0
"'~ .. • 0 .: -c ..
00 0 _.
~ ~ "' ~ .. • .. ... _. -c ...
00.»-
:I • 0 c ; •
~
~ • .. .. -c • 00 .. .. '"'.~ •
82
... c.
al
100
90
80
70
-; 60
31:
> .a
~50 c: .... u..
....
i 40 u
L
~
30
20
10
(
~
I
U.S. Inchel
'~, I
r--~
I
I\ I I~ ~I ~
' \
~ \
\ \
~
\ \ ~
I ~\ I
'
\ \
~
\
\
1\
\
~
'
[\
\
\
['..
r'-,
r---i'>
~
. I
U.S. Steve Slze•
0 ..
' ' r---.
"" ~--
"" ~
'
~
I
....
\
\
1~ ~
I
~-
0
0
N
HydroHter
.
0
10
20
30
40
50
60
70
eo
90
100 0
100 10 1 .1 .02 .Ot .005 .002 .001
Grain Size 1n M1ll1metera
GRAVEL SAND
SILT OR CLAY
Coarse I F1ne Coar-se I Medium I F1ne
OWN
1--
::t<O
Sample
Sym Hole
t. 90.6
0 90.6
0 90.6
+ 90.6
------
DATE 11-84
Idant1flcatlon ClessH 1cat 1on Data Un 1t 111d
Sillllll Depth CIJ Cz
1 !!5-· . . 36 .2
2 .6-1.4 57 6.5
4 . 4-1 47 1.2
5 Armor 2 1.1
R &M CONSULTANTS, INC. 8f'WCI•""'•••• oeoLco••T• ........ .._.... •'"'•""•vo••
LL PI I Or-g Class
GP
b"P
GW
G?
susnNA
HYDROELECTRJC PROJECT
AGGRADATION STUDY
Remarks
FB
GRID
PROJ NO
'tJ ~ ..,
n
$
~ ....
n a • .., • ~ ..,
ICI' ..:
::E
~
~
0
::1 ,.
83 RIVER MILE 90.8 1-------
SCAL.E [~ 3.14
River Mile 87,7
Sample 1
7%e sarnplc site $#as on the east bank of the east channel (Photo
3-30, 3,trl artd Figure 3.15). The gravel was frozen Crom the surface
to 9=:3 fcet, the sample was taken from LtA5 Feet to 2.0 feet and there
YJ~ no water in the hole. The armor layer was well developed (Photo
* -1 lire sample is a poorly-graded gravel-sand mixture with few
.ies and is r*ept.e~efjtstive of the local area [Figure 3.16).
~ River MiDe 87,7
Sample 2
The sample site was on the west bank of the east channel (Photo
3.51, 3.52 and Figure 3.15). The material was frozen from the
surface to 0.3 feet, the sample was taken from 0.5 feet .to 1.0 feet
and there was no water in the hole. The armor layer was marginally
developed. The: sample is a poorly -graded gravel-sand mixtu ro! with
few fines and is representative of th~ local area (Figure 3.1611.
River I"4iBs 87,7
'*bhe sample site was in a high water channel approximately 100 feet
east of the west charinel (Photo 3.53, J,54 and Figure 3.15). The
material was frozen from the surface to 0.3 feet, the sample was
taken fram 0.6 feet to 2,0 feet and water was at 0'8 feet, 7"he armor
layer was poorly devcioped, in the field the sample looked %!ell mixed
and did not appear to b~ in i: depositional area. The sanaple is a
poorly-graded gravelly sand with few fines and is represerttative of
the local area (kigcrre 3,17),
5 I
VkfOTO 3"%3
1-[3t3ix [fig ~pst:.ed!n in a <!i-y channel app. shiiil;jiriy 100 f?et e~st :I? ~IIP i%~>5t
.I at S:jmpiz 3, i?>1 87, i. The salnple site is iocc)ied ;:I t iit? t-~t;l-~t
~i(>ca i-ij ~jje p.=.ft;a2rl.
PHOTO 334
ci -\ -- -- !' f upjt.;*r.aa Sapoie 3, [?~~~v~ . / is la:c>tr:~,:: lr~ :, ;q*e;2~s (:;--r- + -.,}- ,.$ 2 ! -, I a / i-) Z? t ,- i .I;_- I\, i y , =- I it. I
r-
,-;t ;?i2i.to.:l-,+pil. -I Saiyjp'c -1 il+cste:j ti; tile \zit tr: b;::>;:.ie 3.
The sample site was on the east bank of the west channel (Photo
3.54, 3.55 and Figure 3.15). The gravel was frozen from !the surface
to 0.3 feet, the sample wais taken from 0.5 feet to 1.5 feet and water
was at 0.6 feet, The sample site is at the downstream factr ci: a dune
face. The sample is a poorly-graded gravelly sand with few fines
and is representative of the local area (Figure 3.17).
PHOTO 3,55
Lo-~k!:vq .- at Sample 4. Rhi 37.7, on the east bank of tiit. tt.esr r_har~??i.
The sample site was i~ the middle of SunsRirte Slokjgh (Photo 3.56,
3.57 and Figut-e ? 75). The gravel was fraten from the surface to
.5 feet, the sample was taken from 0.5 feet to I. 5 feeoand there
was no water in the hole, f he armor layer was modt.~ztely developed
(Photo 3.56). The saanple is a well-graded gravel-sand mixture with
few fines and is represei2talive QP tht: iocal area (Figure 3.16).
Sample 6
The armor layer sample wi;s collected near Sample 2 on the west bank
BI the east channel (Photo 3.51, 3.52 and Figure 5.15). T'he surface
was, frozen, therefore some gravel was lost in chippin19 it free.
Because of the low amount uf fines collected, the sample- is biased
tuwards the larger sizes. The sample is a well-graded gravel-sand
mixture with few fines and is representative of the armor layer in
this area (Figure 3.16). Basad an field observations Sample 2, minus
the fines, appeared vepresentative of ttle arnlor layer.
1.0
1ft
.. ------· ··---------------·-·------------
SUSITNA HYDROGRAPHIC SURVEYS
1984 cross section LA X 87.7
SAIIPL IE
-... -· ---------.. ----·--··--~-· -·-· . -
·---------------. -~ --·
·---···-·· ··-----
-. '·
--"() f-~ ~-
l'
-------------
~
------. --. --------~
.,
J
PA£PAMEO HY PAtP&IItO F Oil •
~;r~ ... -.-=::-:=:-=-=
R&M CONS ULTANTS, INC. ............ ..... ........... ... ........... . .......... ~-·
fiGURE 1.11
IIEO IIATEIIIAL SAIIPL[ liTE UJCAliOIII oo~mllfl · cma;e
SUS I fNA J OII'IT 'IIENri.JIIf
u.s . Inchee
100
90
l"1r-. ~ I I
1\
80
70
M
~ a
; 60 s ,.
.a
L 50 • c: ...
LL.
~ ~ 1\ ~
~ \
~~
~ ~\
~
~
~ c: 40 • u
L • Q.
30
;
20
so
0
100 10
GRAVEL
caarae I Flne
r-,
r--..
~~ "\
~ ~
u.s. Steve Slzee
0 ..
1\ ~
.......... ~ ~
1
8 ..
1 I
~~ 1\.
~~ill=:
. s
0 0
C\1
Grein Size in Millimeter•
SAND
Coarse I Me diu• I nne
SBIIIPle Ident1 t teat 1on Clesa1 t1cat1an Date
0
10
20
30 ., • ..,
n • 40 :J ..
n
0 • ..,
50 • • ..,
I:J
'C
60 lll: • -ID ::r ..
70
eo
90
100
.02 .OS .005 .002 .oos
SILT OR CLAY
Untfted
Cle .. Re11erks
Sy• Hale Se11p Depth cu Cz
.A. 87.7 1 .6-2 ~ 1
D 87.7 2 .5-1 31 .4
0 87.7 !5 .!5-1 .!5 40 1 .4
+ 87.7 6 Armor !52 1 9
OWN. t------·-
CKO I------
OATE .11-84
R&M CCfoiSULTANTS. INC.
• .,..,""•••• oeo"cJo••"' ....... ,..,..... •""""~~•"'o••
SCAL.E
LL
96
PI 1 org
&P
&P
GN
GW
SUSITNA
HYDROELECTRIC PROJECT
AGGRADAT10N STUDY
RIVER MILE 87.7
Fll.
GRID.
PROJ.NQ
OWG .NO. 3.16
100
90
80
u.s. Inches
~ ....
I Ill N ..
~~ I I
~
\
\
p
0 ..
u.s. Steve Size•
I
0
0 ...
.I
r-.~ r-. ~ 70
4J
i
i: &0 :.:
>o
Q
~50 c ...
II.
4J
i .. o u
L
l.
30
20
so
0
100 10
&RAVEL
Co•r•• I Flne
S•IIPle ldenU flc•Uon
r--.. ~ ~
........
~
'\ ~
~ k'
s .s
&rain Size in M1111 .. tara
SAND
Coar••l Medlu• I nne
Cl•••1f1cetlon D•t•
0
10
20
30 ., • ,
n • .. 0 :I ,.
n a
50
• , • • ..,
0 -c
80 f .. ..
'::1 ,.
70
eo
90
100
.02 .OS .005 .002 .001
SILT OA CLAY
~1tled
Claaa Aa•arka
Sy• Hole S.IIP Depth a. C%
4 17.7 3 .1-2 • .a
g r/.7 .. .!5-t.!S .. ••
OWk
CKO r-----·-OAT£.11-84
R&M CONSULTANTS, INC. ..... ,.•••• a•g .. a•••""• ~,. ... ..,._ •u•w••--
SCALE
LL
97
PI I Qrog ..
SP
SUSITNA
HYDROELECTRIC PROJECT
AGGRADATION STUDY
RIVER MILE I 7. 7
Fl.
GltiO.
PftOoi.NO.
OWG.NO 3.17
I Sample I
Tha sample sits was on the east bank of the east chann~el (Photo
3.58, 3.59 and Figure 3.18). The surface was nat Frozen, the sample
Mfas taken from 0.7 feet to 1,3 feet and there was na water in the
hole. The armor layer was well dt?veloped (Photo 3.58). The sample
is a well-gt%aded gravel-sand mixture with few fines and is
rr;-praaentativrr of thc local area (Figure 3.19).
PHOTO 3.58
Looking upstream along east bank of the east channel at Sample I K'Li
86.3.
I PHOTO 3.59 I
,Alier-ial phot~ looking vpstrearn Sample 1, Rhl 86.3 is located in rnidc!ie I
center of phijtcg r-aph. i i
I
River Mils 88*3
~ Sample 2
The sample site was on the west bank of the east charlnel (Photo
3.60, 3.61 and Figure 3.181. The surface was not frozen, the sampl~?
was taken from 0.7 feet ta 1.3 feet below the surface andl there was
no water in the hole. The surface appeared to be a depoaitioniai area
of sand, wit11 no silt, on top of the gravel-sand mixture. The sample
is a well-graded gravel-sand mixture with few finis$ and is
representative of the local area (~i~ur6 3.19).
PHOTO 3,60
iockii~g upstream aiony west bank of the east ci~annel at Sarnple 3, Khl
56.3.
PHOTO 3.61
Aerial photo looking upstreail?. Sarnple 2, Rh! 86.3 is located in lower left
of the photosraplj. i
River* e%"ijile 86.3
The sample site was on the eact bank cpf the west chann~el (Photo
3.62, 3,63 and Figure 3.18). The surface was not frozen, the sample
was taksa frot$"c 6*5 feet ts 1,3 fee$ below %he surface and bvater was
at 1.5 feet. The ar4mor layer was moderately developed (Photo 3.62).
The sample is a well-graded gravel-sand mixture with few fin.@$ arid is
representative of the local arqca f Figure 3.20).
PHOTO 3.62
kg upstream along east bank of the i%est channel at Sample 3, Rh1
86.3. The surface has a rnnderately deveiopzd artnor layer.
i t PHOTO 3-63
i F photo looking upstt-earn. Sample 3, Rhl 66.3 is iccated in lowel- 1 !-igi:t of the photoyr-aph. I
River Mils 86,3
Sample 4
The sample site was on the west bank of the west channel (Photo
3.64, 3.65 and Figure 3.78). The surface was not frszen, tlqe sample
wag taken fram 0.6 feet to 14 feet beisw the surface arrd there was
no ~vatajr in the hole. 'There was a well developed armor layer.
Basgd i field observations the sample, minus the fines, is
representative aF the armor layer. The sample is a poarly-graded
grac/el-sand mixture with no fines and is representative of the local
area (Figiire 3.19).
Sample 5
Armor layer sample was eoliected in a high water channeli nc:ar the
middle of the crass-section (Photo 3.66, 3.67 and Figure 3.18'). This
sample is r~presentative of the armor layer and is nat biasl?i lsecause
the sanipie was not frozen during sampling. The sample is a
paorly-graded gravel with few sands and fines (Figure 3.20).
PHOTO 3.66
Armor layer, Sample 5, RXI 56.3. Floiv is fr*orn ril;ht to left. Sii~vel and
flaggin9 deliceate sample ar-za.
I
....
0
00
~· I , I " • "''1'' ... I·•·• 'I '.
-
(> IAIIIi't,.l I L_. ---
f-
'b~ ~--· -----
.~ ~ -' ':» ~~'\ -t:;? ~·--
:-----'\~ ~· 1--·
-
0~ l ~ ---· r-~--. -·· v f-
L
-
"'}~? --·
-~ ~ ''-~ 0 0 ~ /'!. I IQ, I '~ I lp I
--------
---sr!JF'.,~~---·---·-· ---···--
=;&;~n~c:oNSULTANTS~ -,NC,-= ... G•.,•••• te•o~u· ..... , .... .,. ...... , .,. • ..,, ....... ,. •
SUSITNA HYDROGRAPHIC SURVEYS
1 984 cross section LAX 86.3 --
I'·•· 'I I' • . 'I '' , • • 'I • '•·. " 'I ,, " ' '····-·· ' ... I" 'I"" I • • ' ' I'·' ' •· ''·. '·I •. "" • 1•'·"'·1' ,, " 'I' !'· '.. . ...
-·
IAII"-1 I IAIIPLI I IAitl'\11 I~II.LI 4
-...... ---~--"----~
..
--·-·-·---·-··--.. -.____,' .
. .._, -.
"'//! / -,,._ 't! / . t -----___ ;.
~Q --, / __ ;-v....------;.--b-----------• -~ -----r -----------J ......__ J -
/ --·---· _______ ... ·--·------.
..:
' .. -.. -
' i
~
··-----
-
~~ ~0 0~ ~0 r:P 0 0 0 00 ~~~0 I 't>orv I , o0 ·~c;, r -~ h o I -.'~ I I~~ .I ,o ,I l"ltJ I '1-':. I • i~:. .lu..u. 'J.,.du ~~~ I
-.,tlfP-Aii£-6 -F-Oh
IIOURE 5 ,1&
BEO IIAYEIWIL SAMPI.t SIT&: lOCATIONS CU.?.\GJ?£~1· PZfBOl~a:®
SUStriiA JO!Nr VENfUIIE
u.s . lnctlee
tOO I I
10 " ~~
70 ~
I'
'I\
' ~ \
~
i -ao I
\
'
~
0 ..
U.S. Sleve Slzee
(
8 ..
.I
'
..
~
ao
tO
0
tOO so
MAVEL
Cor•• I Fine
S.~~~tle tt.ent1 f1c•Uon
'i~ ~ ~
~
~~
~~~ ~ ......
' .s
lreln Slz• tn Mllll .. tere
SAND
Coer••f MedlLm I nne
Cl•••lf1cet1Dn Dete
0
10
20
30 .,. • .,
" • .0 ~ ,..
n D • .,
50 • • .,
cr oc
80 • • -' ,.
70
80
SIO
tOO
.02 .os .005 .002 .ocu
SILT OR Q..AY
~lfled
Cleee Ae .. ,.k.
Sy• Hol• s.p Depth cu cz
lo •. 3 I .7-1.3 ., 1.5
D •• 3 I .7-1.1 11 1.2
DWM.
CKD --~ATE . 11-14
R&M CONSULTANT., INC. .... ,,..•••• ••o .. o•••T• ... ,.._ ... _ •w•~tt~•••••
SCAli:
LL PI 1 ore ..
•
SUSIT·NA
HYDROELECTRIC PROJECT
AGGRADATION 81'UDY
109 RIVER MILE 88 •. S
~·· G"IO.
PRCUNO
OWG.NO 3.19
tOO
10
70
30
20
to
0
100
u.s. Jncb ..
I I
~
1\
1\ ~ !\
~ ~
'' ~
~\
\ '\
1\
~ roo.~
1\.
"' ~--~---
so
&RAVEL
Co.r.. Ftne
SaiiPl• Jdent1flc8tton
~.
!--
0 ..
~
u.s. Sleve Slz ..
8 ..
.I
f'.-
~
r-.~ ~ ~ :.....
1 .t
&r•ln Slze ln Mtllt .. tera
nne
Cl .. atftcatton D•t•
0
10
20
30
;: ..,
" .0 ! ..
n
0
!I
50 • • ..,
cr oc
eo • • -• ':1 ..
70
10
go
100
.02 .Ot .00!5 .002 .001
SILT OR CLAY
~Uted
Cla .. Ae•rka
Sy• Hal a S8llp !lepth cu Cz LL PI sora
A •. 3 3 .!1-1 .3 12 2 •
Cl •• 1 4 .1-1.4 • I •
0 18.3 !S Ar•or 4 !.5 •
OWM. 8USITNA n .
HYDROELECTRIC PROJECT G"'D
AGGRADATION STUDY fiiiO.tNO.
110 RIVER MILEif.S DWG.NO 3.20
CKO.
1-----·-
0ATE 11-84
seALE
R&M CONSULTANTS, INC. .... , ... •••• •aa~.e•••T• •'-•...,.-•w•v•¥•••
This page left intentionally blank.
The sample site wzs in+ the middle of the Sunshine Sloulgh (Photo
3.88, 3,69 and Figlire 3.21). The river bed was frozen from the
surface ta 11.6 feet, the sample was taken From 0.6 feet 1:o 1.2 fast
and there was no water in the hole. There was a well developed
armor layer with some sill covering it. Based on field observations
the sample, minus the fines, is representative of the arlnor layer.
The: sample is a wall-graded gravel-sand mixture with few fines and is
repre;.serr"ttiue of tka local area [ Figure 3-22],
I PHOTO 3.69 t
Axial photo looking upstream. Samplz 1, Rhl El.6 is located in lower left
center of photsgraph.
Sample 2
The sample site was in a high water channel (Photo 3.70, 3.71 and
Figure 3.21). *The river bed was Crozan from the surface to 0.3 feet,
the sample was taken from 1.0 feet to 1.7 feet, and there was no
water in the hale. This is a depositional area with sand on the
surface with same gr*avol. 'Test: pits in the area showed that Sample 2
is representative of the lccal area. 'The sample is a ell-graded
grqvel-sand mixture with few fines (~ibure 3.22).
PHOTO 3-70
Looking upstream in a high water channel at Sample 2, RlGI 34.6.
PHOTO 3.71
Ae:-ial phota locking ~pstr-am. Sample 2, R!il E4.S is located ir: Isit center
of photo~raph.
River Mi58 84.6
Sample 3
The sample sit^ was a0 the east bank of the west chanrlel (Photo
3.72, 3.73 and Figure 3.21). The river bed war frozen from the
surface to 0.3 feet, the sample was talqen from 1.2 feet to 1,8 feet,
and there was no water in the hole. The site is OD the dlownsfrean~
side of a gravel bar. The surface material is sand with some silt
over a gravel-sand mixture (Figure 3.22).
PT-IOTO 3,72
Lcoking upstream along east bank of west ci~annel at Sdlnple 3, Khl E4.G.
The sainpie site is on the downsti-earn side of a bar- wit/? sand and some silt
tuttnr-e. over-lying a sr-avel-sand m:.
i PHOTO 3.73 I i
1 .Aerial photo looking upstream. Sample 3, Rl! e4.G is incated in icft I
1 ! 1
; center of photograph. 1
I
~
~
CD
__ .>;.~-.
~ Fi&iVIco.NsUL.TANn~: ·,Nc:-=
••••• .. •••• ... ,hu•u••• .. , ·-•·• .... .., •• ._. ••
SUSITNA HYDROGRAPHIC SURVEYS
1 984 cross section LAX 84.6
MD IIAfiiiiiAL SAIIPLf liT£ LOGATIOiil
r n fi1 1li)~1 m. ~n:'4' fil~lfil UU:n .. IJ\!Ib~~w bilJ!Nt.9J4JDlYJ
SUS/ Til A JD/N T VEN TUftE
u.s·. Inch .. r u.s. Steve Slz•• HydraMter
N ...... 8 0 ... • N• I ...... -:;-.; 0 0 a ~ -~ 0 ., N ... ... ., • .. N .. N
tOO ..
-~~
I I ~ .I 0
..
it
... &0 I
i\ ~ 4
\ \\
\ \ \
\ ' ' ~
90
eo
70
so
20
30
' ~
~ • 40 :I ..
n
D
II
50 • ~ .,
oc ' \ 1\l\ IOf
30
20
tO
0
tOO 10
i\ ~
~'-r--. r--. ~ ~ ~
1
~~ ~
i' ~ ~ ll.iL
.s
70
10
90
.
100
.02 .OS .005 .002 .OOS
&rain Slze ln M1111 .. tera
&RAVEL SAND
I Caerael I SILT OR Ct.AY
ca.,. .. Flne Medlu• Flne
Sa~le tdentlflcatlon Claaalftcetlan Data lk'lh'l•d
Sy• Hale
• .....
a 14 .1
0 14.1
OWN.
CKO. ._. _____ _
OATE .U-14
SCALE
SMp Depth "' cz
1 .I-S.2 It I. I
I S-1.7 ., 1.1
3 1.2-S.I a 1.!1
A&M CON8ULTANTII1 INC • .,..,._,•••• ••a"o••••• ~.,.,.._ ew•v••-•
LL PI 1 ore Cla ..
8W
• •
SUSITNA
HYDROELECTRIC PRO.IECT
AGGRADATION STUD:V
119 RIVER MILE 14 .I
AeArka
..
' ,.
3,3 SUMMARY COMMENTS
U~B~S 6f the bad material a should ba aware sf the dilVicealties
encountered in obtaining representative armor layer samples.
0
Representative samples coltid not be collected at five st the bevein ar.mor
layer sample sites because <:he surface material wr;s frozen. Th~ese five
sampler are biased towards the larger sizas. The two unfpozen samples,
Sample 3 RM 93.1 and Sample 5 RM 86.3, sampled the complete armer layer
and are representative. The armor layer at RM 87.7 was miarginally
developed, which would explain why it has a high percentage of fines.
Ihe armor layer samples are plotted together for comparison (Figure 3.23
and 3.24).
The samples are grouped toge"teep- in the sampl~ descriptions to examine
the lateral variation in sedin?znt size, For comparison of the longitudinal
variation along the uviv~~, sarnples ape grouped in the dawnstream direction
according to the east bank of the main east'ckannel; the west banlc of the
main east channai; ktie east bank of the main west channel: 2nd the west
LanEc maio zsf thje west channel. FOP crcj$-.seclions where there is only
one main ehalpr'iel, hha samples wetwe: plotted with botkt groups,
Tv~o of the samples ,Fr*orn *the east bank of the main east chanrie! do not
forlow tha gene!-zl trend (Figures 3.25 and 3,261. S3rnpl.e 1 RNI 91.8 is
coarser thari tile rest of the group. The sarnple had cobbles and coarse
gravel artd appeared reprg!serbtative of the srnrfacc mato-ial. Sample 1 RM
90.6 has the largest percentasje aP fines in the grotlp.. 711is ~i~rraple w2s
&- R jrj 2 2~~~3 with SC~ active ~akballk. it a~>peaved tijilt thf? I-~v~P. had
*
k.$rlJ a 6i3212gF: WWQ~!~. tile !11a-keria$ arid rrw~ve hive srgallas snatc:t*iaj
fjf35;i:$3$t 1'"!:< 1 ,
67,7 alga has mare fines than the general trend. Like Sample 2, 'JIM 93.1,
at is in a depositionaf area on the dowcstream t;nd of a gravel bar.
Cane of th~ samples from the east bank of the main west channel doer not
follow the generai trend (Figur*es 3.29 and 3.30). Sample 4 RM 87.4 has
the largest per~entage of fine?$ in the group. Ths ;ample site is in a
depositional area on the downstr3am end nf a gravel bar. It is iteteresting~
Po note that Santple 4, RM 93.1 also in ;D depositional area oa the
c"-w~s&reraan side of a gravel bar, follows the genet*~l trend,
Ali of the west bank west main channel ramples follow the genc:ral t~~nd
(Figure 3.311.
w i he trefid in gradation is fairly close for most of the sample site!^. '$hers
is some variation of tho samples based on position of tha g~iivol bass and
for the coarser gravels 693"). So~ne sites have: no 93" gravais but da
mahh the trend for the fine gravel and sands.
I u.s. l'nch•• I U.S. Slave Slzea I HydraMter I
~
0 0 ... ... cu• I ..... '' 0 2 0 ~ 0 0 0 .. N..o .. .. ..... ... ... .. 1ft .. N
lOO I I .I 0
10 10
10 20
70 .10
~ l
~. ..,
n • • ... 10 40 ~ : ,.
""' n
A a • li!O
..,
!0 • r.: i\ • -.., ... tl'
~ \ "" i 40 IOf u l\ r.. ...
:. • :z ,.
30 \\ \
70
20 10
\' '
10 ' ... 90 '~ ......... ...._ i .,.I'-r::--...
0 i 100
100 10 1 .1 .02 .01 .00!5 .002 .001
&rain Size In MUU•tara
&RAVEL SAND
I
S!L T OR CLAY
caarae Flne C:aarae Med1u• nne
SaiiPle Identl f 1cat1an ClaaaHicauan Data ~tUed
Claaa ..... ,.k.
Sy• Hale s.tlll Depth cu Cz LL PI s Clrg
• 17. s II Armor 3 1.1 •
a ••• 7 Armor 2 s IP
0 13.1 3 Armor u 2.1 IN
OWM ~ SUSITNA F.l.
CKD. RAM CDNBULTANTB, INC. HYDROELECTRIC PROJECT Gill D. ·-
DATE 11-84 .,..,~~~~~t•••• ••o"'a•••-r• .'"..,,.,.._ eu•v••••• AGG.,~~-~TION STUDY PI'O.I.NO.
SCALE 122 ARMOR LAYER SAMPLES 1 OF 2 OW G. NO 3.23
100
,..
A
10
70
30
20
tO
4
'
U.S. Inchea
~ ..
I .. N .o
r--
\
\
~
\
I I
\
\
\
\
\
~ ' ,, S:
1\
[\
J\
r-
u.s . Slave Slzea
8 ..
I .I 0
,. 10
20
',
' 30
'l ..,
n • «) ~ ..
n
0 • ..,
50 • • ..,
0 oc
10 I --'! ..
70
"" ,__
10
r-.
~'-r--..
90
-[\ .....
tOO 0
100 to .s .02 .01 .00! .002 .OC.\1
lraln Size ln M1111 .. tere
&RAVEL SAHO
SILT OA CLAY
Coer•• I ''ne Coer•• I Mad1W I Fine
SIIIPla
Sye Hole
• lt.l
a • ••
0 111.1
+ 18.3
OWN.
CKD. t-----·-
OAT£. 11•84l
SCAlE
Idant1f1cat1on Claaa1f1cat1on Data ~ltlad
5allp Depth cu Cz
I Ar•or 3 1.3
s Ar•or 2 l.l
I Armor 52 1.1
~ Armor c 1.:1
R&M CONSULTANT., INC. .,.. •. ,..•••• e•a~a••••• •-.•• ... -eu•.,•••••
123
LL Cl .. a Aaurkl
PI 1 ort
• •
GN
GP
8USITNA
HYDROELECTRIC PROJECT
AGGRADATION .STUDY
ARMOR LA YEA SAMPLES I OF 2
I" I .
GittO.
"ltO.I.NO
OWG.NO 3 .24
100
...
I! •
!10
10
70
.. 10 I
20
10
0
100
U.S. Inch••
I I
\
~~\
~~
\ ~ ~ ~
·' \ ~ ~ :' l\
\
10
&RAVEL
caar•• I Ftne
"\
'\,
" ........
~
\
•r---
U.S . Slave Slzaa
0 ..
~ ~
......... ~
1
.~
·~
8 ..
I
~ ~ -.t
lreln Slza ln Mllll .. tera
SAND
Coer•• I Medlu• I nne
Supla ldent1f~cat1an Cleaalfl~atlan Deta
0
tO
20
'0
'l ,
" • ~ ~ ,.
n
0
!J
!10 • • ,
fit
'C
IOf .. • :3 ,.
70
10
SIO
100
.02 .01 .005 .002 .oos
SILT OA CLAY
~ltlad
Cleaa Aa .. rke
Sy• Hale s.. Depth cu Cz LL PI I Drg
6 17.1 I .5-S.& 31 1.2 IN
G a.t l .5-t.S .. 1.3 •
0 11.1 1 .1-1.& 15 ~.2 &P
SAMPLES FROM THE EAST BANK OF THE MAIN EAST CHANNEL (1 OF 2)
DWft SUSITNA n .
HYDROELECTRIC PROJECT CJitiD.
AGGRADATION STUDY ll'ltOJ.NQ .,
... t .. • .:· : ... ~ OWG.NO 3.25
CKO. ..._ ___ ._
OATE. 11-84
AS.M CCNBULTANT8, INC • ....... •••• ••o"'a••• ... • .......... _ •u•v••-• .
StALl 124
U.S. J:nc:hee
~ ..
I til N ..
&AAV!L
co .. ". 1 Flne
S.~le J:dentlflc:etlon
core•(
U.S. Sleve Slzea HydraMter
g .. 0
2
arein Slze ln Mllll .. tera
SAND
l Sll. T OA Cl.A Y
Medlu• F1ne
Claaalficatlon Data ~Uled
Cleaa Aeurica
Sy• Hole SMip Depth cu Cz LL PI 1 or-e
6 80 .1 t .s-t • .2 ..
D 17.7 t .1-2 •I 1 GP
0 11 .3 t . 7-t. 3 ,, 1.5 GW
+ .... 3 1.2-t .l 93 1.!5 6P
SAMPLES FROM THE EAST aANK OF THE MA .. EAST CHANNEL (2 OF 2)
OWN.
CICO. .,__ ____ _
OATe:.11-84
SC&L£
R&.M CCJNBULTANTB1 INC • ..... fill•••• 11•0Lo ... ,.. ............. •w•v•••••
125
SUSITNA
HYDROELECTRIC PROJECT
AGGRADATION STUDY
F. ..
GittO
~ltO.I.NO.
DWG.NO. J.26
tOO
I
10
10
70 .,
i .. 10 I
30
20
tO
0
tOO
u.s. lnchea
~" I I ~
' :' ' i\~
r\1~ \ ..... ~
1\
~ \ I' ~
~
' '~
':-.. r\
1'-
so
IRA VEL
Coer'ee trtne
Sl~l• Ident1f1cet1an
u.s . 11••• Slz ..
0 ..
~l
\
~ ~
...... ~
1\
8 ..
I .I
ll~
~~ ~ ..
nne
.t
Claee1f1catton Data
.02 .Ot .00!5 .002
!ILT OR CLAY
unsued
Cla .. ..... ,.k. .,. Hole 5allp Depth Q,J Cz LL PI I O!"g
A 97.1 2 .!5-1. .. ..a 1.2 GN
D ~-9 t .1-t.!S 43 3 .9 6P
0 93.1 2 1-t.5 3 1 SP
+ tit •• 2 t-t .tl G •• 8P
8AMPLE8 FROM THE WEST •ANK OF THE MA .. lAST CHANNEL (1 OF 2)
OWM --
:KO. ·-OAT£.11•14
RAM CONSULTANT., INC. .............. ••oLoe•••• --. ....... -•w•w••-•
SUSITNA
HYDROELECTRIC PROJECT
AGGRADATION STUDY
I I GltiO.
0
Ut
20
30 ., .,
n • .tO ~ ..
n a • .,
50 • • .,
II' oc
101 .-
~ ..
70
10
to
tOO
.DOt
scau 126 .•. ,_ . . L '-==============!J ---------·--------' OWO.NQ 3.27
tOO
80
70
~
f.
.. 10 I
"" A
~!SO c ... ...
~
i 40 u
L
l.
30
20
so
u.s. lnchaa
,.._ I ~ I
\
1\ ' :\1\ ' ·~~\~ ~
~ 1\ \
~ \
~ 1\
f\
\
I'
I' I'
I'\
['.
1'..
u.s. Slave S1zea
D ...
1\ ~
..........
1'\
f",_ ..............
~
8 ..
I .I
I'
l't\
t'l~
Jla;
1 0
tO
20
I 30
l ,
n
:
• 40 ::11 ,.
n
0 • ,
50 • • ,
~ oc
IOf ... • ~ ,.
70
80
!10
tOO 0
tOO so s .s .02 .OS .005 .002 .OOt
&RAVEl. SAND
I coar••l I SILT aA CLAY
coarae F1ne Med1u• F1ne
S•IIPle IdentUlceuon Cleaalflcat1on Deta l.ftlflact -Ae .. rka
Sy• Hole s.p Depth cu cz l.l. PI I Org Cl•aa
A 90.8 2 .8-S.4 !17 8.!5 GP
D 17.7 2 .!5-t 31 .4 GP
0 86.3 2 .7-1.3 76 2.2 GM
SAMPLES FROM THE WEST BANK OF THE MAIN EAST CHANNEL (2 OF 2)
OW It SUSITNA Iii.
HYDRO"iLECTRIC PRO.JECT GRID.
AGGR~DATION STUDY P'IIO.I.HQ '(' .,..,l.-
CICD. ·-
OAT[. 11-84
R&M CCNBULTANTB, INC.
• ... •••••• caeo .. a•••-r• •L.•.,...-• ., • .., ... _
127 . .... . ., ~ DWG.NO 3.28 ........ SCALE
I
I
I tOO
10
c
10
70
....
it ... I ,.. •
L!IO ! ..
~ ....
i 40 .,
l
30
20
tO
0
too
u.s . Jnchea
I I
~·
~
~ '~
' \ ~ ~
I\ ~
\ "
\
so
IAAV!L
eo.,-u Fine
S.~le Jdentiflcatlon
' " '-,
"
.. r---.
U.S. Steve Slzea
0 ..
~ ~ "" ............ .......,
'-..
t
I
~
'~
lrein Size
8 ..
.I
~ ~
.t
ln MUH•teroa
lco .... J
SAND
... diUII I nne
C1eaa1ftcatlon Date
0
tO
20
30
J ,
n • • ~ ..
n 0 • ,
!50 • • ,
cr oc
80f
~ • ~ ..
70
10
!10
tOO
.02 .ot .00!5 .002 .OOt
SILT OA CLAY
IA"Ilflld
Claaa ..... ,.k.
Sya Hole SUD Depth cu cz LL PI I Drg
6 97.1 4 .4-1.3 38 .9 GP
a 13.1 .. .4-1.3 !51 2 .!5 GW
0 lt.l I .1-t.IS e 3.i GP
SAMPLE8 FROM THE EA8T BANK Of THE MAire WEST CHANNEL (1 OF 2)
DWM
CKO. ·-DATl. 1'l-14
~J.L~ ·---...
8USITNA ~--HYDROELECTR~ PROJECT R'!VaM CONBULTANT81 1NC.
• ..,....,•••• ......... ,.. • ........ -euev••-AGGRADATION STUDY .. ~ .. ....
, ..
G"ID.
II'..OolNQ
SCALl 128 . ~Jt~~~.· . .. DWG.NQ 3.29
soo
10
10
70
....
~ ... I
20
so
u.s. 1nct111
N ...... ..
I ... N .o
1"1 ... ~
~·' ~ \.
~
I I
[1\
~
~
~~ ~-
'~\
\
~'-,
~l\
""r--. ~
U.S. Steve Stz••
0 ..
~ "'·
~ ~
""
\
\
1\
\
~~
)~
g ...
.I
1\
~ ~
!
0
so
20
30
l ,
<10
n
! ,.
50
n
D ~ • ~
D' oc
IOf ..
! ,.
70
10
10
·JOO 0 soo so s .s .02 .OS .005 .002 .oos
... tn sue ln MUUMter•
IRA VEt. l ...... j
SAND
CarH F1ne Medlu. nne SILT Ill CLAY J
sa•l• ld•nU ucauan Claaelflcettan Date ~Ul•d
Cl•••
..... ,.h
Sye Hale seep Depth Ql cz LL PI s Or"g
6 10.1 " .4-1 47 1 .2 6~
a 17.7 " .5-t.! " .I SP
0 11.3 3 .!t-1.3 82 2 &w
+ 14.1 3 1.2-t.l 13 1.! •
8AMPLEI FROM THE I!AIT BANK OF THE MAIN WEST CHANNEL (2 OF 2)
CKO.
~---·-OATE.11-14
~ IUIITNA , ..
IUS.M CCIN&ULTANT., INC. HYOROELECTR~ PROJECT GittO.
........... eeOLo••••• ...... --..-•"•~~~~'•"'-AGGRADATION STUDY ~M)J.NO
SCALl 129 f '"• .. OWG.NQ 3.30 .. ,_ .. ..
tOO
10
70
... t.
;10 s
>o
AI
~50 c ...
L ... i40 u
l
30
20
tO
0
~
tOO
u.s. Jnctlea
I I
~
1\ I~ ~
r-. ' ~\ \~\
~ ~
\~
'
so
&RAVEL
co .... Flne
~ t-' ~~ I' ~
U.S. Slave Stz••
0 ..
'
~ ~
~
t
~~ ~
8 ..
.I
.t
... sn Size ln M1111Mt8f'a
I c-.. I
SAND
Madtu• nne
Sa~~~tl• Jdentlflcatton CJ•••lflc•tton Data
0
tO
!
' 20
~0
~ n • 40 ~ ,..
n
0 • .,
50 • • .,
cr oc
10 a • ..
D ::1 ,..
70
10
90
tOO
.02 .Ot .005 .002 .oot
SILT OR CLAY
l)'llfted
Clae• ,.. .. rka
Sy• Hole a.. Depth Ql Cz LL PJ I Dr'll
• 97.1 5 .4-t 41 1.1 6W
D "·' 3 .8-1 .!1 48 1 .6 &w
0 13.1 5 .5-1 .2 54 3.9 6P
+ 11 .1 2 1-1.1 43 •• SP
)( 86.3 4 .&-1 .4 4!5 3 6P
SAMPLES FROM THE WEST BANK OF THE MAIN WEST CHANNEL Ct OF t)
OWN. 8l8SITNA n .
CKO. ·-
OAT£.11-14
SCALIE
RAM CONSULTANTS, INC. .,..,,.•••• ••o"o•••"'• ._..,,...._ eu•v• .. -•
HYDROELECTRIC PROJECT GRID.
AGGRADATION STUDY PRO.lNO .• ·flo •• ,_ ...........
-.~· •. :~~ ~1 ~ OWG.NQ 3.31 1
·-
4,0 LGY4ER RtVER SURVEYS
4.1 Survey Descrqiptinns
B
Nine survey cr.ossag,eetions of the Susitna River channel at i*iver miles
l8.C, 47.1, 95.11, 93.1, 91.8, 90.6, 87.7, 86.3, and Ej4.6 were
obtained in Septembet- 1984. These cross-sections are ident:ified by a
prefix of LRX, i.e., LRX 84,6. The plarr V~BW of the craiss-section
locations are shown in Figure 2.1. Profiles are shown in Section 4.2
wiiich foliows, Sunlmarized field notes are presented in Appondix B,
with a glossary of terms, and list of benchmarks.
- r hc survey observations were obbained using conventional survejy
teckniqijes on the banks and exposed bars, ihtilizing an automatil:
level and rod. A combination of tile same techniqijes and use of ;a
calibrated weighted line were ured in the river. chqnnels* f:nd points
and cross-section angle points were mnnumented with a :i/8" x 30"
rebar with a 2" alurnirum cap niarkod with the LRX designation and
barlk side (e$tample, "LRX 84.6 LB" is crboss-section at river. lnile 84,6
left C~~t-llr encl puirro). All cross-sections werwe tied vc?rtiealli/ t,vitl.~
tbria+d-oi*r.Ber differential Btzvs%s to Qhs N, G, 5, M, S, tw dab!-lm network
(sarr~c: vertical dailrrrr as previous Stlsitna Rivet- cross-sections) .
+* * I itis section corr~tiiles a sumrrsary of plots tor each ci-ass-sectiort ~ili~fl
were :;ti iev5yp.d in 4 i ncltidcd 9 in i,tlis .;kdciiult ar8e seit:ctcd lower.
1"
J fi t ' ' t*tf--j~iOttFid in
if~taitrat iris tito 1984 *,,L: I*I/P:YS. /'he ';.;rnss -coc"(io, 1s ijrcf p!oiec:d ]oolcin!j
~*ii.~:ir~str-:>;~.1:1 -, Mtk.i &ino t2w~k j;;~~\[cU ~ij k[3e [eft, hhp ysjot~ arc: ndi2;tkfcj
*? * "$" & 6; fcgin fi.3~. a!: -yi.it:r i,:i :l:;sa.sec:iiurj [vmf-\)( !$+*f,j ~~~y;~:~~~~~:~~~~~*~ tc> j~i/~t~ re %a
4 X .ifi~i , fI-.:rq I'lg(P fir *[$334 j 3
P :-r3iC";---~~-f*s . ,-dijfji7 i2zi~iif point::, e1+:jf3o o~\ic:r;!e$.~~i~~i :irltj ti.alpr r-f;3cei.P ;1 ,*Q
-a
" p-$ P 'C 8
j:::2*; $&,3bL?!*-: *
I
.E
5
I
~· I I' I' ''I I' I
r-
~~~
r-
~~a
f-I
I 'r'}.~ I
l
\,
r-I I
I ~·'() \ I
\ ,J \ -___ ,/
~"J.,
,_
r-
~"JQ
r-
~"'~
f-
... "J,aaQ
t. ;'.t l!i_ '·
'C) 'C)
..... I I ·.·. l
PREPAR(O BY
~~~~~~~~~ R&M CCNSUL.TANTS,INC. • .,..,, ... , •• o•o~uu•••• ., • .,...,. ••• l w•"'•"'o""
,
SUSITNA HYDROGRAPHIC SURVEYS
I . I
I ......... -·· ~\
\ ... '-
Qa ~a -~~ ,j I' I ''' .It
1 9 8 2 cross section LAX 3.1
'I 'I I
~'----r-----------
I
a :'t~ _t, l~~Q I 11°0
I
DIITANCI fiiOM Un eANIC IN fEET
fiOUIII 4.t
'I I ' I
L,-,
f '"' _),.-....... .... _ I
) ... I ...
I
a
• ~ I I'll ao
l\0 I
, ' " I ' , '
,_.---
a a
1\'1 I
'I . I,, j
. . . . . . . . -. . . . -
I .
-I
I .
/ :
," .
-
-
:
:
-
-
-
a a ao 1-."' . \ 'S I ' '
PREPI.oicll FOR
M if-f 7i~.r:ma--. IIUll-... ~w I;~V
sus:;:.~ ;OINt VEIIItUifE
" " I ' ' 'I ,, I' 'I
-
~\)0
-
~~f)
\ ----r ~ I I ~.,o " I
'
'"' I -,, l
.s ~ .. ~
....
';.; .. 0 I
1:-
~~~
-
~~0
~~ ~~0 I
oo
Ll lo. 1 : .. o ,, .•
PR!PAII[D BY '
-~
R&M CON~ULTA~Ts, iNc-:
'""O•~~oJC•et~ ---·••c. .......... ,.. • ....... ...
'I
1
I
I
I
SUSITNA HYDROGRAPHIC SURVEYS
1 980 cross section LAX 3
I ,, I I' "I" f I' I
1~----
I I --~~I ---
1: u
oo
I\ fJ I
oo 11.~. ,I
r-------,,,.,.,
--.;.. ...
I
I
I
I
I
\
I
\
V\f
'
oo 0 0 0
11.~ 1 ... l'l~ I ~~~0 I .. ~0 . 'I
DIITANC E FROM LE,T .ANII IN FEET
FIOUIII 4 .1
,
/
I
J
I
I
I
'
!)
.i1.0
1
'I . I ... , 'I •.
-
-. . • .. .
l v-----• r-
I /-, I .
I -. .. -~---. :
v~ : . . -. . . . . .
: -. . . . . . . . -. . . . . . . . -0 0 0 . oo : l'i~0,.t • ,'i~o .r ~~~0 • I ~~ l.. ; ---------
OOL4fil1!Al·aa=l
SUSirNA JOINr VENnllfE
~· ' ,, ' ' I ''' ,, 'I
1-
't"Jio.,
1-
~~oo
f-
rt't
l ' I
\ 1-
~.,o I • .5
\ I
t:. I \ I
~'!1., \ / -~ I
\ ,'
\
/ -\ ,
?'J,.,o \ / \
\/
1-
?>J"'Io
f-,ooo
l.,oo I ;~~Q I '!1,~ I I'.'.' I
••~••aiE'n ••
~~~-
R&M CON SULTANTS, INC.
••••.,.•••• cu n.n•·•'-~"' •••-•• •u•..,••o••
SUSITNA HYDROGRAPHIC SURVEYS
I,, ,, 'I' '
/-
,'
I
,~
v'
·ll 1t00 1
1 982 cross section LAX 3
" , , I' I' ,, I ' .,1
j_ , .. -:-,
~-----.r .
oo I\~ I
oo
\'!; I
')0
I\.. I
OlaTANCI f"OM LEfT lANK IN fliT
FIOUIII 4 .1
I I
oo oo
1\ti I .. 1\, ,I
I I
·-
I
I
0 . .,oo I
0 1'1-~o I
'I ''I ':
..:
I -
-
-
~ _, . -
I
I
I
-
-
-0 I'll~ I
0 1'1-~o I
PIIE PAII E O F(Ui>
M 'fo U<l"i16,\ •I'!!IJJa ... IIUL!J ii\l~w G......,.WI
$USITNA JOINr VENTI/I"
l
Ji
I
I I 'I
-
~~~
-
~~()
t-
~~~
" _,. -~~' ,,
-i~ I I
I
I l -' ,
'J)~I, \ I
' I
' I -\ ~~() I
\ I . v
-
~,~
-,oflo " ~:~,'!I 1 lo. 1
c-'!· . I
'lt£PAII£0 8T '
;2~ ·t===-
R&M CONSULTANTS, INC. •--•••• ••ot.o•••'• ...,,._... · .......... u_
'I
I
' \.\ I
I
\J
t)~fl I I
,.~, •r
SUSITNA HYDROGRAPHIC SURVEYS
1 982 cross section LAX 2.3
" "I •T 'I r-.-r-.-r-.-r-p-[T 'I '
:.----'
'I
r .........__
----\.,~ ~~~1 v-\ r --, ,~,, (
~:v T '{ .. I : v ' ~ I \}" lf~l
•
~~~0 I
a
1 .. "'
0
1
I .
0 1\~~ I
a
1 .. •
0
1
a '1.~0 I
DI ITAIICI r110111 &.lrT IAIIK Ill n!IT
riGUill •• 4
a
.. ~o I
a i\~0
I
' 'I .. 'I ''I ~ . -. . . . . . . . ---:
---/ --~ -I ~/ ~----..,. --
"-' '-. __ / ' I -I I . v . -.
-
-
-
-
0 oO . oo a •l1
I ~~~ I •. • ~~~ ,...1_.._.._._ l,,o 1
PR(liiii[OFOII •
G~DlW·f!M.~ff,'YJ
SUSITNA JOI NT VENTU RE
I I 'I,, ' I,,
-
~~f)
.
-
~·~ ,_
I
/' ,,,) 1-
~ ,
I
! I
-\ i i;"~ I
I
.s
\ I
I
I -' ~,o I
\ j\ ' I
\_t
' \ (
;... ,,
~,_~
-
~,_a
1-~ , .... oa 0 0 ,,'!i I 19, I ,')~ , I i\)~ , I
l'll[f'AR£0 8Y -
~.fiy)i
R&M CONSULTANTS, INC,
.... , .. ,, ... U I (U O CI•a•a ............ eve .. e .. o•&
SUSITNA HYDROGRAPHIC SURVEYS
''I' , ' I ' "
I 'v',..r-...
'\ r" ,,
'
0 It~ . .1
ca
l\1 I •
1 982 cross section LAX 2.! '. '.,.,..,.. I' ''I .,
r ·,,
,' ", r~, I
I
v ' rJ " \.) \
.I -
aO oa 0
1\"J '" I\~ I 11.~0
I
OIITANCI IIIOif LEFT lANK IN PIIT
, .. u11e •·•
I
""-, .I v ...
a a ,,.~ I
'I'
\
\
\
\ ' \ ,.., ,,
0 ,.,\o I
I I I ,, 'I' •.
... .. .. .. ..
I ~ ...
:
! ., .. ..
I -~~,; . . . ..
~ -. . . . . . . . -. . . .
-. .. .. ..
.. ..
~ -. .. .. ..
I
~ f)OQ Clf)
-:. () !) .. l,~o ,, l,~o [')~ I. I')' I 1 ,, I
PII£1'AII[D fOil
DUU!A\·rE!MICI
SUSITNA JOI NI' VEIWT11U
~· I I '''I I
r-
~fJfJ
r-
rll
~
r,.l
J
1-i'' \
't-l \ .s
I
I ', I
I I \ -I " ~~., I
I ~-, ,__ _ _}
I '--
-\: ~~0
r-
f"'"'.,
r-~~~0
t••i;, I 0 '!) "· r. /;. 1 t9J .I ~0 11
;a,A F'P 6.Aift •w ;
. =~
='"' ~~~-~~~~~~~ti~!!!! ... ~~=:
SUSITNA HYDROGRAPHIC SURVEYS
1 982 cross section LRX 2.1
'I ., 'I I I I 'I I ' I. '. I. "
f'-,
I ;
/
/1 I
..... .----'
I\ I
\..1
oo It~ .t _._,,
oo
I\' ,.t, ,,
\ r ---,
' ' {\-•
\ .. \
\i \
\ ~ '
\ ;'
' \,/~"" .... .'
oo I\~ ,d. 1
oo
t\' 'l '1 ,.
oo oo L~"' .. l't~1J.
OIITANC:I fiiOM LEfT .Alii( IN FEET
PIOUIII 4.1
oo • l'l-1 .I
,j'\,/ ,11
I I
I \
~·
:
I
!
oo h~ •. J_._
' I I I
-
-
-
I
I I
\ i -
I I
'\J -
I
I
-
-
-oo 0 0 ~,o ' ~~~0 I ~-·' 1'
r•n.ra1n::o .-o•:
DO~Mll!· ImJbls=l
SUSI TNA JOINT VENTUIIE
J
rrrr
~~
~~0
( .. ~
[~o
(,~
1-o
"J\0
!-.Jill
'I
~''"
nO h~ ..•
..
I
\
I
I
l,
'R[PAIII[ D iT '
'T
-,
I
I
(
I
I
oO l\~ .. t
~--=~
R&M CONS U :...7 ANTS, INC.
·--· ... D.DLOG •-.· • .__ ............. _.
SUSITNA HYDROGRAPHIC SURVEYS
'I 'I
, .. ,.......,, rl -..........,,
' I
oO l\~ .. t
-~
oO l\~ .. t
, I
\
\
'tt
oO 1'1.~ ...
,,
,
I
1 980 cross section LAX 2
'I 'I , I r I , I
, ,
,/ v'
, /·--r\ +Pl ' I
\
I
I
4
I
oo 1'1.~ ...
oO 1'1.~ ... oO It~ ...
•
DIITAIICI '110M LIJT eAIIIC Ill niT
JIOUIII •• f
I
I
~ I
J
' '
oo 1,~ .,, oo I')~ ...
rp•••
oO Ito~ .. ,
r I
; r:,O
I ; • .t
fTTTTfTTT ~
-
-
-
-
....
-
-
-
I
oO r oO
ti ~ "I I Il l •• ' I ". I .1_._ ,II[I'AIItD -F•.fi
C~OU:·~&.uta
SUSITNA J:J/fiT VEffnJM
I
.e
I
I .I I " "I''" " "I "
1-I ~\0
I
1-
~ .. ~
I /1 r-
I \ :' ~·i ~.,o
:-I _.--
1\ I ~~~
I I
1-v
~~0
1-
--l
-
~;,;o
-,\o
'!> .. :~ I lo. 1
PR[f'loii[O "'
=>~
j
, I
' I "-'
.. t t
R&M CONSULTANTS, INC. •--.••• ••a.._..,. .. ,. •to •-•• ........ ,.o••
!I I ~ \.
.~0 I
SUSITNA HYDROGRAPHIC SURVEYS
" I 'I
/'
I
' :-----;'-.J
•• ~0 0
\'1,0 I I '
1 9 8 2 cross section LAX 2
'In "l '' 'I
__..... .... "\
\
I
\ I
I ,
' I I I \
' /
-........, , .. I
0
1\fJO I
0
.... () I
0 ~ .. ~0
r
DIITANCE FIIOM LIFT eAIIIC IN FEET
FIIUIII 4 ,1
'' 'I l I
I
I
l
I
I
I
i
,t; /\ I I I I
\J ' I
I
0 oO I'I.~O I ' 'J.~ I
" • I I' 'I ,,
I " 'J 'I '.--..
I -
I ---·------,-----
-
I
I .. • ... •
. • . • 1 • •
• ... • . • . . . . -I . . . .
..,
~ • -
•
0 oo 0 oO ~ ,~o 1')~, I •l, ,~ .. .
I • .
f'K(f'lolltO FOil
DrlblW·Sit~~i
SIJSITNA JOINT lll lfTIJIH
!
Ji
I
SUSITNA HYDROGRAPHIC SURVEYS
1 984 cross section LRX 98.0
I 'I' ! I ., I I I I I 'I I I' I' I 'I I I' ''·
~ I -
~ ;
-~
~ :
: . -~
~ :
~ .
:
~ -
.~ : ? • .
~ N ~ ~ ~~0 I f\-/ r-r-'-~ r--'V_L\ r I ,
~ VI~U VJ l '"---I vv ~ --: \:0 \ = _).. ~-----l.!\ ~ ~~ 1\f~ . v " y
:~0 v ~J -
v
--~~ 0 0 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~-1 1. I ~~I I\'C j_ t~ I 1\'j; I I\~ I \ti I t,~ I i'lo~ I, i'lo~ I '~~ ',. .~'? I 'ti I ,I,~ I
I'REP•IItEO q r
~r
.. IITANCl FROM LIPT .Atilt tel PIET
,.GUill 4.1
I'IIEPA R!O FOil •
.f&liii ._i:_:::iNs:::·::"U~L.;:':~:A~N~T:::S~,==:-:,N~C:".~
.......... ~. L. YO. ............ • ....... o ••
mlbJf~~tt!·!llaiCI
WSITfiA JOINr VIIIWII.
'I 'I I I
-
~,a
-
1) .. ~
~
~.,a
I r--, I ,_
\ '\ I , -'\ ,r,./ ~'o,f) I I
I I .!:
\ ' I I-
'i•l "" .. I I
.._
~,.,
-
~,a
-~ ~ ... !.)() I.~O I lt~0
I ,.t: 1~. ,I ~·~· P'it[iiiiltD-iiY
;=~
R&M CONSULTANTS, INC. .... ~ .. •••• eto,oo•••• ~ ............. ., .. .,••o••
SUSITNA HYDROGRAPHIC SURVEYS
I' , I "
----
~~ i•:< I
1 9 8 2 cross section lRX 1.2
,, 'I ,, " I"· • • I' . I ' "
"'""" I
I
\ ~ ': \ '
a a
\ fO I
--1', ~ I I I v I I v ............ \}
_,.., .. ..
' v'
ctl
1'1-c t •
ao 1'&.~ I ,
ao 1'/,~ I ,
DISTANCE F"OIII LEFT •ANIC IN FilET
FIOU"I 4.10
I I
~... I
I
i vv " '\ I
\ I
I • '.
\ I , I
I I ll
a 1~"'0
1
a ~~~0 I
I
I
I -\!
I I
1""4
a it-~0 ' I
I I 'I 1 .
~
~ .
:
:
-
:
-
-
-
-
-ao oa ao ..~', I • It-~ ,l u ~~~u_l • ----·-------
1111118918 R~Dii\r-:.l'iol~ IIIJWtilliW·~~Il.'Jil!/
SU:S,NA JOINT VENTUif£
SUSITNA HYDROGRAPHIC SURVEYS
1 9 8 2 cross section LAX 1.1
ryrr '"P' 'J r J r .. , 'ITT 'I '• r J , .... , '1''''1''''1 'T
I\ It"'\. /1---l-.. ,~ 1'1 1.. , r--l-/ "--{------\
I I TT I
I I
\ /\,( !
~I\ 1.; '
I
I 11' ,,
I --_......
I" \' ,j
I-... ~()0
~~ F.·"· .I lo .. o~ .... h~~ ..
"I[PAREO 8Y
~
R&M CONSULTANTS, INC:. ..... 10o•• • .,. C'if o, uo•••• • .. •-•-e u•w••u•e
\
I
\ ,' '1'-1 ,,
1/
I I 0 l 0 f:Jl 0o .,o ~o 1~ •••••••. t ••• l ••• , \ •••••••• , .....
ao h~ ... oO l ao h.~ .. I LLLL ~ .. I
DIITANCI PltOII LEFT •ANI! IN PIIT
fiGURE •• t t
ao 1 .. 1 ...
\/ 1'"''--,
ao b~ ... oo h~ ...
fTTTTT I • ' I • I ''·
-
-
-
I t-r\ J-
I
I
I
' I
oO h~ ...
1 I : I -~t
-
-
-
.. ~oo ~~~······· ~II[I'ARtD FOil •
C~!m1ZA\·-
sus/TNA JOIN1 VlN1Uitl
J
E
I
SUSITNA HYDROGRAPHIC SURVEYS
' "I " ' I " I' ,, "'I ,., "I " I , • ,• 'I ,,
-
~ .. ~ I
1-
~.l
1-\ ~~' ... ~, I
"
1 ,/ 1-I " I
~~Q \ /
I / I
I
\ I -I / ~,, I I
I \
,
I 1-I
~,a l I
I
I
~ [/
1-
~--~
-"() () .
()() ()() ()() ~ .,a ' -~~i) I " I .. , 1~, L It~ 1. " I\,;, I l\ti I
___ .., .. ·•~ r ..., ... ,
-c5"t~'"'" -= . -
R&M CONSULTANTS, INC. ........ ~ • ""' v• o,oa•••• ~·-••• ........... , ...
1 9 8 0 cross section LAX 1
" I • • I,, '"I'
, ...
~/ , _, (
\... ..........
.....
" I
' i ':
l, :
I ',
()()
.... ~ .. a a al\-~..( LLL
aO li!-, •••
DIIToUICa FIIOM LEFT aAMit .. naT
FIOUIIa 4 . t I
,, I • ,• 'I ,, ''I
r----..1 :'--,
I -J I ...... ,
l.. .... \) ' : q ., ,, \
()() () "() _,tf_ ')~ I '-'·-cl. I . :, .. I
.• 'I"" ·' 'I '' ''''I''''·
-
I -
, -I
I
I
/ . -.
, , .. -.
-:
-
.
-
-() ()() ()
.. ~(J I l(e"0
1 p\1 I .·
PR~PAIIED .-0111
[~Jl--~~i
SUS ITNA JOINT IIJJtrl/ltf.
l
SUSITNA HYDROGRAPHIC SURVEYS
1 9 8 2 cross section LAX 1
, 1 • • 1 1 I I 1 1 1 1 1 1 1 Trrp • • • • 1 1 1 1 • 1 • • 1 1 1 • 1 • • ' .-~, • • • 1 1 1 1 1 1 1 , , 1 , 1 1 1 ,~ 1 , , I 1 1 1 , ~ , 1 , 1 1 1 1 , , I' , 1 , I
I
I I I -: ~ l ~--------~----------~--------~----------+---------~----------~--------~----------~----------+---------~.----------4----------1 -------------:----------------------i I
[.~
(~\ ;''\
~
rr-~,~ ,. \• (''"' ,,.........., ·~ ,.----'
I
I
,..---"1 I b,
:rr \/ IN;: 1 ,r
I -
l
'i I
I I -
s~
1 II
I
~
I
I
+
"~i
I I -t : ~,)
I I
L;f .. •I r--rv
' I I \/ c ..
il ~rt
K~~
t,~
I-,f:l()t,
~ ~ 1~ .. d , l f llt' ..
,IEPARED e v ~.
I
II
' L
I I
I I v
uL
I
I
/
ofl tlud
~
R&M CONSULTANTS, INC~ .... ,.,.... ••o\OG•••• •• .......... • ........ •u••
oo 'I"•~" I
f:l~ h~ .. l
oa .1'1-~ .. 1
~f) h~lll
I
I
L
oo h~Ltl_
OIST-'MC E ffiOM LEFT 8-'NIC IN f'EET
FIOURIE 4 .13
oo
lif_L_d
\ :
I I
t ·I II ~
oo h~ ... oo ~~~ ... ao I~~ 1 LlLu
-
-
-
-
... a I ~o tl" r • l~LL>L .... 1;',.! I
PREPARED FO R
l'.n li\lfi}~ e.. {;;7 •.~~11\lA U IILAIW~ f,.::.l; .. '""l·,a,~IJ
SVStrNA JOirt T \'fl> TURE
l
= ..
0
~
.!! w
~· I I I I
r-
f":,"o
1-
'F"l
1-
~~0
r-
F"J..,., rJ\
\ ~----1 ~")0
1-\ I ~~
r-
\v
~,o
-'., ~' oo ~~0 I ~~0 I )i I lo, I
. -
==~
R&M CONSULTANTS, INC,
, ... "',.._•••• o•a ~atn•'• ~ .... .,, ... ., •t.~••••o••
SUSITNA HYDROGRAPHIC SURVEYS
I
I'\. 1\
v ~
oo
i\1: I
1 984 cross section LAX 97.1
, I
/:1
I
~:P I\~ I
" "I ' I I
fv ~ vv
~
()() () 0 l•c;) l.,~o 1 1'1-~ I , 1',. I
DIITANCE FROM LEFT aANIC IN FEET
FIOUIIE 4 .14
I
~ v
()0
I ':>~ I
I
~
oO 1 '>~ I
I I I I ·.
-
-.
-
-
I
{)! -
\ -
\j -
-
-
0 0 0 () t t l .. ~() I :~'1,0 I . I ,-
PRE i"AREO f'OII •
00!4Wlll·!MM®
SUSITNA JOINT VENTURE
f.' I I I I
r
r-... ~ ~·
f-
~ .. ()
f-
P'J~~
.E
\ ~ r-If\ I ~~() I ~ /1 II • I ~
l
v I I
\ / ,;-J
I -I I ~,_~ \ I
i w
:._ I
~,o
r-
~,~
f-() ~,.,.ao ~~() I lt~0
I t._" I 10, I
PRtPAREO 8 Y
~ ~~
R&M CONSULTANTS, INC.
..... •-•••• ~·o~oo•·.• ... ·-•• •'"'•"' .... u••
SUSITNA HYDROGRAPHIC SURVEYS
1 982 cross section LAX 0 .9 .. I • ''I I I I ! I I
I
I
/'\,
. .,..,... ... ' ,' ... _
r-~
.,
)\ / \r,, \"~' v I '
I ~I ' \ I I .....,.. 1\ /\/\!I \.,/ I \/ '( I
I
I I
I I I I
I
I
I
-·
()() 0() ao oO 0 0 aO
!\,_: I i'l~ I I 1'1-~" I , ... ~ I I l'l,~fj , I ~~~() I .. r:.b .a
-. --. -----. ------·---· ----
FtGUIII 4.11
. I ' I ' I' I I
-
-.
-
I
I I
! ~ t [I~ -
rf' f',
I I I -\j I
I
' --• .
' I . I
I j
I -.
i
I I
I
I -
-oo oo () oO to~. I I~~ I ~a I .~~ I .u"
PR£PAREO f OR '
OObJffllLr~· !lli.U~D
SUSI TN A. JOINT VENrU#IE
~· I I I I I
f-
~ .. fj
f-
~ .. o
-
~,..,~ -I
-1 {\ ~"Jo , .. , I r---I
.r
.5
I IIi
) I
I II
I IJ r-I / \I I ~,fj \ I I
\ I , I -\I ~,o I
-
Jt;'fj
-0 0 r;§l "J\0 ~~ll C.U:· 1 I • It 1 ()~ I • 0 1~0 1
PR[PARE-0 BY 0
~-== R&M CONSULTANTS, INC.
..... ,....... C>IO...OG •Ifl -··-·· I OI•"'t ~U"'
I
SUSITNA HYDROGRAPHIC SURVEYS
1 982 cross section LAX 0.8
, I 'I I I I rr I I
'-11 (' .. /I r-----' \ -·· \ I I
I I
\ I
I I
1 I
~
ofl !)
. i'l.~0
1 \~ I
I I ( I I~ I
I I \ : I I V\ I--\ f I k,l I ' I
I 1\ 1 I I : I I
\1 \!I \ I ~
I . ~~ I I I \ J' ,_
I
I
I
!) 1,~o 1
0 .,~o •
0 ~~0 I
DleTAitCE FIIOM LEFT lANK IN FEET
FIQUIIE 4,te
0
.. "?~ I
0 ~~0 I
I
"' /
~ ,.. ..
~.
oo (p~. I l I
I 'I I
I
I •.
-
I
I -
I
I
I
'
I -
I I
------:.-f -
I
~ I I II -
li I
: I
' -' i
i
l
I
-
-~Q() ~r:::O 0 .~~ I ~~, I , 1', 00
0 I
Pl'i ~I'.\R£0 fOii
(c r-fij)'fM\ ~rma~ ,_-~-J~lJ·~t'JJAJ·J;IIJMNIWe'
~i.'~l TNA JOINT VINTIItlf
~· I
I
I I I I
r
r, .. fl
,_
I ~~
I I
-
~~Q ----· t / 1 -
~,~ ,
L' I
I
I
.E
,J:', ! 1/ ' , ' I I -\_ I ~,,,fl I
I I
\ I
I I r-\
r,' ... [\,'
1-
~,a
r-a\:F'
. ~~0 I
0 . ~ ..
t-,; I I~ I ~~~ I
I'R[PAREO BY
~
R&M CONSULTANTS, INC:. •-.o•""•• •11 AI Eh Or••• •• ·~ ............ ..,.,_,. •Da11
SUSITNA HYDROGRAPHIC SURV E YS
I
(/ l
I I
/ I
\
\{"
oo
l\'1, I
1 982 cross section LAX 0.7
I I I I I I
I
r "' 1,)"' ,/ ~ I ', ,' ' ' / \ v 1
', I
1'----''
I
I
/
I
v
aO I • 0 oO I\~ I co
.I ' I i.,~o 1 1 '1-~ I
DISTANCE F'AOM LEFT IIANK IN FEET
FtOUAE 4 .H
I
\
\
\ _,
\
\
I
\
'
Q I"J~O I
I
' I
I :
I
I
I
1
,J
1,) t~~o 1
I I ' I I
-
-
-
-i
J ', ' --\ /\ { ' I
""'' I I
\ t \ I \~ I
\ I 1.
\......_ I -
-
-
-
0 Q a a ,~~0 I . .,.~o I t-~0
I ~~'I,O I ,·
__ ,..,.,_ .... .-.... no .
DfiO~·!mJ~®
SUl ·:N~ JOINT VENTUitE
l
s
g
::0
D
~
iii
I I
r-
?10
-
~">'>
-
~,._,o
-
~'1-'J 1i I
I~
1-lr ~---
~'1-!;j
r-v\
~,'>
-
~to;,'o
1-'> () ".1\0 ()
/ _l .~ .1
PREPARED BY ·
~7 ~-~
' I
iVl
'\...--" ~
I
0 I \>0 I
R&M CONSULTANTS, INC.
•-•,..•••.. c.•~oo •• r• ..... -•• ......... •t~••
I
Al1 ~
v~ L./
oo i•/~ I
SUSITNA HYDROGRAPHIC SURVEYS
I I
~hi lj
\j y
oo
1\10 I
r:P
l'l_'b .l
1 9 8 4 cross section LAX 9 5 . 9
)
v
I I I I
!\--IV\) w ~~
"'J
0 0 oo l'l-~() I ltt-~0
I i')~ ••
DISTANCE fiiON LEFT •ANIC IN fEET
fiQUIIE .....
\
~0
I :·.·, I
I I
__ (\ ~~~
lJ
v
0 oo i"t _l t (: I
I I I
-
I
-
~ ..-{n II: r---1
~ v v
-
I -
I
I
I
-
I
-
0 , oo 0 t_l I'Lo 1 ~~--0 I ,·
~ REP•RE ---
ootllm·t:•;~
SUSITNA JOINT VENTURE
~
t~~
[~o
t~~
l
~
=~
fr~
iil ~'
(,o
to~
rr '"'T rr
f, 1.1\ n 1 ~ :\;( \ A
I I
):
I
1
\ I ',I v
'I
I
1 I h ;
1'0
~
r~~~~~ .... loll ,J,,, I I -~~ I I I '111,~~0.! ''" :,1~0.1
,R(PAI'ED IT
~ -~·="7:'~R&M CONSULTANTS, INC. •••CU.._.... o•oLOOo••• •• .... .._, t • ... .,..., ......
SUSITNA HYDROGRAPHIC SURVEYS
1 982 cross section LAX 0 .6
'I 'I I 'I' •w• 'I rr t I'' It I ttl 'I rr ~
-
-
" -/ \\ 1/\,,~--\ J _,,-
,,,
I
.. 1\ t-\ I i
_.L._,/ \ ./I \ ... I tv ... \.1··· \ /N
I f -t
rJl 1'1.~ ...
oo h~ ...
ao h~lll oO b~ .. l.
DIITANC:E FIIOM LEFT eANIC IN FEE'f
FIOUIIE 4 .tl
' I J
ao lto~ .. J
I
oo , .. ~ ...
. v-·I';?T\i' \ .· \: \ i
oo '"'~"' c.O j<p~" I
~
I i
1 I
I I
I
TT
ofl ,.,~ .. I
"
oo ~\)~ .. I
PliEPi1it.O ·~oil •
-
-
-
-
11flwa\ • t:IB~SJ:I
SUSITNA JOINT VEfiTUIIE
SUSITNA HYDROGRAPHIC SURVEYS
'I
I• ' I
, I
:I I 'I
I I II !
'~'
;..
I \
t 982 cross section LAX 0.5
'I 1''''1'''~ I 'I I ' ' I ' ' I I' ''I 'I
__L":_-_-..... I I I ,... i 11''/•+/-l\.IT~~ l\ I ('\
\1 I I \ /
I
'I 'I 'I r I ' ' ' I ' ' ' • ' I ' ' ' ' ' ' ' .. T r T TrT.
I I -
I
' I I
-
J, ..
... '-.....
,. ', A
" I I -+---~'--'""
-r'\V . --~--T-.. t -
' I I I I V ' ' ~ -
-
-1-0 ~o 0o
L ... ~
r.' ''I IO ... I I oc
... ''I ~ oO I co h~1olt111 \~ •. I
oo I'J.~ .. I !1-~~0• r 1.1 .1,.~~0~ 1
0 ~ oo h~ ....
()()
~~~ ... () ~ ao I~~ w
Oil • ,~REP.iRE D BT ' DIITANCI ,AOM LEFT .ANII IN ,IIET
?2..;-_j'~
R&M CONSULTANTS, INC •
... ~ ...... , •t u•et .. OOIIIo'f'. ............ a ........ ,.:t•e
,.QUAE 4.20
lffPiR1)
Dfl!!l'Jlllbl·l!IA\RO
SUSITNA JOINT VENTURE
SUSITNA HYDROGRAPHIC SURVEYS
1 9 8 2 cross section LAX 0.4
~' I I I I I I I I I I I ' I I I ' I I I ' ' I I I 'I I I I I I ' I ' I I I I ' I I ' I I I I' I I I I I I I I I I I I ' I ' I I I I I I ' I I I I I I I I I I I I I I I ' I I I I I I I I I I I I I I I I I I f f f f f fTf f 'TTTTTT• 'I ' ' ' ' I ' ' • ' I' ... I
-
.,o
I I
1: I
r ~ I I I
I
I I
!
I n .. I
I r-
I I
. I I
~
~,'.I
~,o
1-o\O ~ j;
\
I
\
I ,
V~' .. ,
_[_ ______
r
' I
I
I
1\,_/
"'I jQ,., I
OQ
I I~. I J I
PREPARED IT
='~
R&M CONSULTANTS, iNC. .... n•t.•••• ••o .. o••••• •L ... ,.. .. ,... • .. ~wlllall•
I I I I I I I I
I I I I I I I I
I I I I I I I I
1 I I I I I I I
,'\.
I \
,,......-, /'tr'~ r1 \ ,r-.. -, '
I ~ ~ v ,( II ,I ,, ~ I _j_
\., I ,, I !" I I \ I I ... .., 1 ,~ "\ ' ~J
I f\:
-
oo
It""
I
ao I oo h~ • .~ .... \~.ol
I 'l I
I
I j_
\ /
'J
0 00 h~ ...
oo ~ul ' "0 ••• l'lo .. d
oo ~
DIITANCE FROM LEFT .ANI! IN FEET
F.GUIIE 4.1 t
I I
:; I
~
oo h~ .. l
I I I I -
I I I I -
I I I I
I I I I -
II I -. . .
·-~ I
I ' I
I I ~ I I r -
I I
I H \ I
\ '-.)
' I I I
0
I f:I"J I t', , , I
'~
r§l
, .. ~"I
-
-
o0 I o0
I ~~. J I. I I J I '11 J • I J LL
-l"lft~AIItll-toli
DllbWlll·t:&~IJ
SUSITNII JOINT VENTU"E
SUSITNA HYDROGRAPHIC SURVEYS
1 91'?. cross section LAX 0.3
'I 'I 'TTTTT. . . . ..
rTT'I ''''I'''' 'T 'I 'l' T 'I 'T rr ~ rp 'I 'I 1
I j
f-----· +--1----~---·1-----.....
-
-t----+----·---t----1· +--·--t----+-----t--
.
L......,;.,...,.__ ___.._ 4 I ----~-1=I -
-
-
. . .
~
~
-'-----~~-..----.=--. --·-·~t=--~ I =-~-
....
• I --------+----t·--1-----1------+-----·1~-~~-~1 ----1 ---1 ·~~~-~ ~
1-'> r~~~.~~: 11 . 1j9u..J . , , It~~ 1! 1.~~ I' 11 11 1)1~01 ''I'' 1,~~0• '1'''1 .. ~~0, ,, I •• 1,.!?.
0
.1111 lh,~011 ~,t~·'· I I I !,~~011
'REf AR£0 aY
~'0C::-~A NTS, 1N_c7"'" C::CJN S'.'-·-' ~··-••• •v•y••,. ~!!~. errt·ft-• '
DIITJINOI ,liON LIPT e&NIC Ill ,UiT
"Clllltll • , U
I I ' -rJ~ o~ I o0 oO
I u . ·" I • ~ ~~·~-~Ill ~~··'·~t~ ~llll'o\111.1.1 fO R ,
mllltn~ .. ~lUCO
SUJITNA -·.m;r VEN I Utfl
1 'I' I 'I 'I
ItA' I
t-9°of\> '~-.'l to ... 1 , I I I • I I I oa ~."I
PREPARED IY'
'::>~
~!:r!!. ~2~0~~1.:!~~-!~!.-~~=:
'I
a a h~ .. r
SUSITNA HYDROGRAPHIC SUR VEY S
'""fTT
I
ao b_~ •••
T
I
a a
1,.0 , ...... I
1 984 cross section LAX 93.1
, I
I
oo h~ ...
p· •• 'T'
I
a ~
,,.,,
I
00 1,~ II I
CJitTANCE FIION LIFT eANII IN PfET
fiOUIII 4.11
1''''1'
I
ao
, .. ~ .. !
I
I
oa l .. ~ ...
'I
I
ell l~~ ...
'I
I
oo l~~. d
'I 'I
-
-
. -
I -
I -
I -
I I -
-1~~0~. L_._u 1t~~0• 1 , , , ,·
PR[PAIUO f'Oii ;
DUA\~!A\·fE~®
SfJSirNA JOINT VENTU,.E
SUSITNA HYDROGRAPHIC SURVEYS
1 9 8 4 cross section LAX 91.8
'' ' '' I'' ' ': '.''I '' ''I' .. ' I'' '' I "''1 '=1=1"""" r .~,TTrf r I rrnl lrTT'Tif JTTT"I r I rT'T101'. "T" .. , ••• 'I' 'T"' ... ' , ... '
i i ! _ _L _ _L I I I' _I _ I 1__.-----i
I : : LJ I ' I I
,., ; ~ : /'\ ~ ..-.'· ·--I -! T !' I)-J --T-~LYLJL\1 ~3._ ·-ch~lgL I ~
I
I
~~
R&M CONSULTANTS, INC,
..... ,....... '~~'~'0 L U'I 1 .,_ f • -~ ......... ~. • .... 'W .'Ioll•e
I I
·-+-· ·· 1 + , _ _L___j __ .._l ---t I I I I
DISTANCE FROM LEfT 8ANK IN fEET
FICIUIIE 4 .H
I I I I I I
I ---1-I
I I I .
DDbllfJ7lljJ·~O
SUSITNA JOINT VENTUifE
-I . . T , I
-.
! .. t.,
t-.ro\o ,. '!I
.. ·.,I lo .. ,,
PREPAii(.O e'i·i
~
oo
,['} ... 1
R&M CONSULTANTS, INC • ..... G•-.••-•••'-a• .. •• •• ........... .~,~ • .., ...... .
I oo ~.'.I
I
I oo ~ ....
SUSITN.A. HYDROGRAPHIC SURVEYS
I '' I
oO I oo I oO J oo I oo -t: '.) " ' ·~ l\tttlttlt \tttltttl ... ,..t •••• , ..... ; .. l'l-.... 1
DIITAMCI fiiiiOII LIFT 8AMK IN tEET
,IOUIIIII 4 .11
-! T
I
~
-
I
I
I I I -
I
I I
' I -
o<> o0 o0 1 o0 · o0 I I ' ' '\ ~ ~ v ~ I"J.. I I I 't I I 'ill I' t. II I I 1~. I I I I I I I J'). I I(. I I I 1'} ... I
-I'II[P&IIEO FOil •
CU~·ff&.UU
SIJSITNA JOINT VENJVIfE
I
.I
I
SUSITNA HYDROGRAPHIC SURVEYS
1 0 8 4 cross section LAX 8 7. 7
I
I
I 'I I 'I fTT"1 I 1''''1''''• ''I . '"T'"
-
f/~ 1," ···--
-LIJ
~0
-
fi.'fo nn A ~ --f----·--vv I -~.-r~ ...,,o I ·--1 • 1'\ / ~ lrv v i-~/' ....
~ -
~~ v -
I
r I.
1---t-~'\()
~
rtfo ·---·-·-
-.,ooo oo oo ,.;,,; I I ~ ... I r\~ 1 .II t! .I
I'R€1'AIIIEO 8 .
~-·
A&M CC I\JSULTANT&, tNC.
·-··.. s.•. . . ., ........... ._ .... _.
I ~~--7
'~I
·-
---·
.I lt~0
I rt~0
1
--+-
. -----·
ao
I\C'i· . '• cl
oO
\,; I
oO
\tl I
DIITANCE ffiOM LEfT .AMil 1M fElT
fiGUIII 4.11
-
---·· --·-
oo I\~ I
oo
1\ •. l Cll
I I I ' I" J
. . .
-. --r---·--:
I . . .
I -. .
_1._. __ . . ·-
-
: -
RB ..
11..:
•= I __ ,_.; ·----,·-·--I : N~ ·----'--------I
I : r--· w~,
f-·--·-
--L----
-oo 0 oo 0
l~~-J , , r?,"r
0
1 l1,~ t l.,,o 1 ,:
PREPAHED f'O •
OO§'jff~~~-~~
SUS / TIN>. JO tNr V ENfUifE
" , I • ''I ,, ,, 'I '' " " I
!-
if.'.,
-LB
~,a
~ ~ ~
~'\41 1
I
l v
!-
~~0 ~---
~' .s
-
s,•~ \ I
-v
~·0
-
'J,fJ41
-~ot;a 0 D '!.,,; t, 0, I , '1,~ I • ~~-.. l
I'IIIE I'AIIE D 1Y '
~--·
R&M CONSULTANTS, INC • ... ,. ... •••• •••~•d•••• •L Ill!""._'"' au•"'' •o••
SUSITNA HYDROGRAPHIC SURVEYS
1 9 8 4 cross section LAX 8 6.3
I 'I
-! ----r v-
/
/
Itt I
D It~. I ,
I I I
I
~ ~ :,__ ___
~
0 li I
0
1'1. 'J,fi I.
D
... .. ~ I
DIITANCE FIIOM LIFT OAIIIC Ill reET
FICIIUIII 4.11
'I 'I
------;
""' 0
0 ()0 ... •o • \ ti I •
'I 'I I ,, 'I
-
-
...
4
RB
Jl I ---------......
"""
~ -~
~ l •
-
-
-
-
-
··-
-
D 0 0 0 .,~o ' 1"-'r0
1 .,~o ,,o I • I
I'IIEI'AIIi:O fOIII
Dflblm·IE~!!l ,
SUS/TNA JOINF IIENTVII£
~· I . 'I I I
I""
Jl,'\~
-LB
(\[ 1-"0 L"l. v ~ -I ...,,~ I
l 0 v -
"" 1..>4 .s
~ I"" 11
~fJ~ I
r-
~a
-
~ .. ~
1-.,o~a
I .. ~O I.
a '1.,11 I 0, I ~·~ I . l'tllEI'&UD li
~ A&M CONSULTANTS, INC • ._._.... ••~ou•••'\ .... _... •w•o,;•••••
SUSITNA HYDROGRAPHIC SURVEYS
I
1'--:t~ u
ao
\'1. I,,
1 984 cross section LAX 84.6
I •
/\tJ
I
0
l•lt
'I ,, I ,, , ' ' I "
~AI-v / u " I t
I .AI
7
oO 0 . oa !1,~ I "• [1.~0 , I i'l-' ,1.
DIITAMCI il'ltOM LEH BAN. IN FliT ,..u ... 4 .21
" I '
/"~
IJ
ao li~ I
I'" I'"
~
~
II
oO
itft ........
" I ' , ' ''I •" I " I' I ''•
-
RB -
~I/ h -
v ------
\
\
) -
1\ -
-
-0 0 a ao
.. ~~ I .. ~a I .. ~a I :"~ • I , • •.
,..[I'&•E D FO I
~{lbllfJ~·~D
SUSI TNA JOINT V£Nrurtf
Incfigded in this appendix are summarized field noZas for th~e 1984
cross-section surveys, a glossary of abbreviated terms, and a: list of
vertical b~~~~lwasks estabii~t~ed at each cvs~$-sectSon
AtCAP 2" Aluminum Gap set on a 518" rebar with erossl-section
identif icatiatl marking.
0
ANGk PT - Angle poislt in hori~ontai alignment marked by a 5/8"
reba ii* .
BRK -B~*eak in slope
F. VEG - Edge of vegetation
~s -.. Ground shot cn even slope
R~V B~3-f' -Eieva"l~n in strbnrergud channel
R20/7a 103
R&M CONSULTANTS
TEMPORARY BENCIIMARI<S
ESTABLIStiED FOR 1984 LOWER RIVER CROSS-SECTIONS
Honyment Description I dent if icat ion
H&H Reb~r Bt Afcap, left b~nk ~ RM 84.6 LRX 811.6 1.8
R&M Rebar & Atcap, right bank @ RM 84 .6 LRX 84.6 RB
R&H Rebar & Afcap, left bank@ RH 86.3 LBX 86.3 LB
R&H ~ebar & Atcap , right bank@ RM 86 .3 LRX 86.3 RB
R&M ~ebar & Alcap, l ef t bank@ RM 87.7 LRX 67 .7 LB
B&M Rebar & Alcap , r•ght bank@ RM 87.7 LRX 6 'f. 7 RB
R&M Rebar & Alc~p. l e ft bank @ RM 90.6 LRX 90.6 LB
R&H Rebar & Alcap, right bank@ RM 90.6 LRX 90.fi RB
R~H Rebar & Alcap, left bank@ RM 91.8 LRX 91.8 1.8
R&M ~ebar & Alcap, right bank@ RM 91.8 LRX 91.8 RB
R&M Rebar & Alcap, left bank@ RM 93.1 LHX 93.1 LB
R&H Rebar & Alcap, ri~ht bank@ RM 93.1 LRX 93.1 R8
R&M Rebar & Alcap , left bank @ RH 95.9 LRX 13
R&H Reba r & Alcap, right ba nk@ RH 95.9 LRX 95.9 RB
R&H Rebar & Alcap, ieft bank Q RM 97.1 LRX -1
R&M Rebar & Alcap, right bank@ RM 97.1 LRX 97.1 RB
R&H Rebar & Alcap, left bank @ RM 98.u LRX 98.0 LB
R&M Rebar & Alcap, right ban~@ RM 96.0 LRX 98.0 RB
E tevat ion
270.56
269.69
279.83
21'f.09
290.85
283 .67
296 .93
293.96
305.34
3011.47
313.96
316.79
330.54
333.27
3 36. 33
3110.97
3114 .07
343.57
:::OiNT 1··-···· ..
1··:···>''''"• . .
'\
,···,
< ..
I. :~.)
. 4
.. ··.::·
·--·'
f. . .... ·17 . 8
'i
1 0 111
12
1 :,•,
~~~
16
·It·~ : :J. B
1,. '/
' . 0
·I··· :~1
. ·:;•:;
( ... ( ...
·::•t.. '·-'-'
1 :.~·/
:-. ':) ~:.( '-· ·-
. ·:)C• ··-.'
40
1.,.,
· ... -.! ••••
. ·;.:.:.:.)
::nyn Ti'IA HYlHi: ()C;.:r~•f'HI C :::U!:O '--'F: 'f \:;
c~nss section LRX 08 .U
Date oF ~uruev: SEPTE MBER 28. 1Y84
, X'.
0. (iii()
'':'1:;;. :::; 0 II
r::.4, () tl ll
'/4. OOll
'7!3. ()(I (l
(;>;,:;. 1}0 ()
1 t :~.~ . () (J 0
142.000
1.60.000
1?4.00()
tBO.OOO
·I~n. oor:
tBH.OO\l
c:2:?. (I!)()
3o?;.ono
j!:i'/. l.i 1) 0
4()'/ 0 () (J
4'/l.O!J(r
~;;!.'!. n ;J o
~-'.: ~; ::~: • I) (l i)
~:j'lb. 000
600 .!)01.)
.-:,;:?.o . o !l o
l .. ! ~~ '.~) . 0 (I iJ
-~14:.'!. 0 () ll
6'7'/.llCIO
.. ,~_:_~,_~ . o u n
'?6'1..1)0('1
?9·t .. onn
B~.:;·:;. !i lJ ;J
'fo::;. no o
<iil ;;;: . (! 0 0
100 ~3.000
tOH).OOO
tiJ -~5. 0 () 0
1076 .000
1' 1 2::~ , !:Pi 0
tt 60. OOH
11. ·:,;o;;~ ' 0 I) 0
1. ;;:· ;::: :~~ 0 1) 0
1::.:::,:;? !!00
1 ?41 . IHi 0
' ;;,~ ''·~-. ii il 0
1 ;-:: r:,::i • (Ion
1:,:'/1.000
t :::;:~o. on o
1.3 h,o;.. 000
·.~4'.16. 1!00
1 ~'/0 . OliO
1 ~;_;3n . ::qJ o
'y;
:~44. 0'/0
34::~. y() 0
~3 'l.~:~ ..... 0 0
3 ~~:'. 0 00
:};J-4. J. 0 0
.l3 o . :·:~ IJ n
:~;·;1 . :~:0 ()
:5:31. '?(10
331 . ::nl o
.:n3. !:io o
T.34 . :::(I 0
:~36. i:.~O 0
.JS?. 000
3~~?. :::oo
~~~j9,'.;.'00
~.';Jc· . 30 II
3T~·. ;..on
~~~9. ,:; l1 0
:1.m. 1 on
-3;3?. 'J,{)Q
T::.6 ,''O!l
j 3 .~, . -~:.'i (! 0
:.=;~:3 ,::., . ~·-: f.1 0
.. rr;-. ,:. o o
],3H. :;,•q 0
:1..:!. e . ·;··o o
~~4:? . :·.'!II f)
34;.'.': . .:" 0 I•
341.1. f:.i!O
.~4 0 . ;:),() 0
:·.~4() ','i)(l
B 'i~.600
::~ .. L~ J . '/ f-1 (!
.. 3.·~~::-. !:.'; 0 0
~?,:,Y;> . ol a (l
::n~3 .'"'on
]41,1.fJ()
:::.41.000
::: 4 e . ·:-1.\ ~~
341. c)OII
:3::5·/. ·;:; r1 o
.:::::~{;;. b f) 0
·;~:;H. :::;no
,::. :~-~ S' . ~:.; I) r)
340. /.(l(l
,;;4;.:;: . ;:.~I) 0
:::.4;:.:. 1 (l 0
342.UHO
34 't ':~; (l il
341./:·.00
~~~ (;;!jl~' ;;··~=;. iJ u:::
c::s
HW m-E:;~Nr<
1 ... ;:;.01 ...
1 ~lV BOT
1:: I •,J l~ OT
~~ !.'·.' BOT
tHV 'E{[)T
:~.!. ',) BOT
l~ I •.) If IJT
I? '1''-l BOT
i~H-' HOT
1;· EO• . .J
'BRI<
f.fH I~
i:;HK
I EOt-.1
PI'.; POT
f~ l'..J Htn
RH.! PUT
Pl') 80T
r~r~} t7:(J"f
,F:I~' I·{
·;n..,
P,:·~V
(7:1 < I(
(:~:~
HI'.-' •<
H!:( :<
'f~ ;-.~ i·(
:F~ t:.? t<
'H i·.! I{
T·:-: i? t<
·(·~ h~ I(
p I .k.
(;<;;
HiP
T' IF
'';"1,'1[
T f'w
.8R!·:
H1o{l(
E;l~f<
c;~=:;
r~:s
f"' ... ··' ·:\
ANCL
E t , •. , ••. '··· 1:_-., .... :
PT
.,. ·."''1
_J .•
~.:,;;_:,~
'·I·· ·.5 '/ ~ -~·.·, . =· •• !C•
·~~,.,.,
,. -'·ln ....
. '/0 ;:1 ·· ... , ··: .. .
··.··~· . ,_
, .. _,.,
, ···'
···1 7'1· · .. , ·~~
' ,J
l .··;.o·_l '.
/~l ·· .. ·-::_;.•
n . ~ ..
19 4
: •-.j ···, . · .. •
·1 n n
··.1 :~ :: ;~,
/.U~
'{ i l :3
166U 1!00
t'?·44 Oi)O
180? uno
'9:.32' 000
1845 000
1960 000
188.3 1)1)0
18?9 000
1 9 19 000
1 "~71 f!(l(l
;.:: 0 :.::o ';' (I tr l)
:2o :=.=; t o q o
;;_'()~59 !}l)l)
~~0(-19 !1(1()
:.:.:: 1 ? ~:; ' l_l l) ::r
:2 1 ·l :.:?. n :J o
~:.::;.'![I ··; I) 0 0
'_!;:_>')'4 II UO
;;_;~~(_:)':' !.II) u
2 3 0 ·,~ ()!)0
?34::i 000
;~·.36 ..:;• 0 IJ 0
::.~ 4 ;:: '1' (} !) 0
2 4h6 000
:~41:!1 U!Jil
~:~~::; 4:::: {:,(I 0
?'5'?? 000
:;!61. 0 () 0 fJ
;:!b;.::::.·.; iJ I] 0
2td0 Ol.iO
:.:i(-,6~:; 0 0 [I
;:.:? 'l ~:!. (J 0 li
~!.'73 4 non
2740 ()()0
:~'?~:;B no o
28tl::! 000
~~8 ~;~;~. 0 tJ 0
29() '/ 0 0 0
::.!'1'5 ;.~· I} 0 u
3 0 i.l~ i)()ii
3 0 6 (! 000
3 0B'/ 00!1
3103 OllO
31118 oon
3120 01)0
3 t::~? () 0 (I
31:36 ' 001}
3t ~.'i l 000
3 1 t:: n li •J ,,
:31HO i)"O
~·~;;~()'/ OO!J
3~:~;:.:~-~ on n
~5:.:.~4 ? on o
32!:>.3 !)()0
3 ::.=:t..·.,t 1)01)
·3;2n ::~ no o
3 ;;;~ :J::l 0 (I 0
~~;;?.i,•,.:, n I) n
T!.3:.!. '?'!ill
J:1 ··;) ::·~o r)
.:~3l:f ·.:·on
TJB ·:o fl
.-nB ;.~:o o
:-:;.:3 .. ~ non
~~3 4 '/(I 0
:.n 4 1 il H
J32i <.H ili
~~~5 4 :···:\I il
.J 3 6' ·t 0 t)
:L '$6 t·.(&(l
J :.3 6 ''l OU
TTl '·O!i
:<.:.:SB 1}1) 0
]37 ·.!00
,:~ .5 .::: ' ? f) (I
:341 11J()
NO .i'nO
:.·.::41 ~·:~ (i 0
:H1 . 3 1)0
:) 4 () :·:d. I 0
:~4 H ~:.; 1) 0
3 4 ·1 !\(I('!
.~40 (::.1)1)
~BB ... , I! 0
:~40 o·o o
34 (I ::: () (l
3 \o~ ~:$ ~~· 0 0
:.'!;4!) :r. 0 0
::~ ~:'. 9 f:~ (II)
~~40 ·.··'0{1
.i40 '?00
~~40 l:.(l 0
3~::-6 HOO
3 :'.'.4 f:!l(l
.. ~~~ 1 1:~ li ()
,33 ~:: ~.= .. () I)
.:.3 1 :.:::li O
JJ() :';,1111
.. ~/:?.8 :::~I)(!
._'.';;;?,<) ,;.II (I
.B O. ;:.~00
:.3'J4 (I (I ti
:~~H-. '?0 0
:·.~:.~ '? .'-. (:; J
.1;:~'?, ,;l (I!)
::~~:~6 I '? 0 u
334 ?Oil
::~ ::i .-.l ~:.': I) (i
.:n 6 l)I!O
3 ~7,'/ 6 (11)
:~.3? '·:()[I
3 :·~ b ~·, ~j !J
:1 ::~ 4 1:!() 0
B·~ 1. flO
·.~:~4 ~:l (I 0
:B6 :···O 0
::?:4 2 F:!i(l
.·)4 ·.~ · .. >!) 0
Hi~ 1<.
c.; :3
r::~:
TOP
I t;:C}I ,J
RJ'..' BUT
~~ ., ._, '8.0 l
Q 1 \} '1-:H]T
1\'! 'J BO f
!~ ;::ol ,j
c ~:
c:::·
TCll:·.
TI)P
\·:!1,~ I<
Tnt:::
TCIP
[!h~ J(
'·~ (''. _ ... :-,,
P,;~l<
B:<r<
'ftR I(
ff:<K
lJJ':!(
Bi:~,<
P{ll ... ~.;:
BRi<
·~1~1<
f.q·~ t{
B!~ i(
E{i:< ;<
Ai\1(.~1... P T ?
L ~:::o:.;
R :1 1.) 8(l'l
t<!'-... f.·:o r
It l\J 8 0T
'~I V B IF
fl '1'1) ·I:JU -;
1;· I '.J .I::.OT
!·~:; u Hn r
F~IV I<IJ T
'' :t .,,~ f::O r
I~ ECl'.•J
·rcw
rur::•
' 1:·0\.J
;u ;; HOT
l~ ',) E:ll :
r· :r '..! }·:UT
t!R I(
nH !<
·-L:&.Jt''
rn \} B UT
i<' J=.,! BOT
i~ ·t u t·HlT
rup
f!iLCr:w 9 8 r) :u-.
;.·1.··· :. "(.., .,
. • .. J
•7
·a:~l.!·.
.. ···. t..' .•
'1 •
~ . • I
14
1.1 .. '.:· ..
tb
1. '!
I ·MIN
l"'AX I.
I
I
.I
=:;·1.!r·f .:~c.o?. da ·~,~:
74.000
188.000
52'7' 000
52?.000
64~~' 00 0
t 832 .IHJO
li.:B ;~ ' 0 0 0
1919.000
~.:T3 4. f!OO
~:.~?~·; 4 . il (I 0
-:5 10~).000
312./'.000
31;:!'>'. 000
3't Brl, 0 0 0
·~;:.~'+'/, !.iOO
..3?47.000
~3~~f.l!:). 0 ~0
0 .000
:33~·.2. '::~o o
:5 :::~'7. 0 (J (.!
:33:/. 000
() • 1) (: (J
3:3!:!' 1 01!
·33a . ;;.:u ~·
I) . I} 00
3:':) .~. • (I ii 0
:3 :~6. 1 00
0.(100
:n.:~;, BOll
I)' 0 00
::~:·~ 6 . '/()(I
3:l,l:; . 'l iJ 0
0 . 0 trO
33/-:., :.':.iOO
~B b . :':itr 0
328 ' :_~(I 0
344 . iJ'/(l
I t :JJ!J.'
~· e:ow
-(:t.!W
"' J::()bl
r d"-"
R EOW
t. c:nw
11' E.(ll.a!
1.. FIJI.•!
~?·· ~~ow
L :::ow
loP. 1::01.11
; I
·~---·····-.
·1:·~ •)~.s
"I
~ ..
1.::-....
·~·. 'I ;-: . {J
. ·:;
·--1-:? ... ·' . 1 :,~
·r • .', "114
· .. 1 ~ ...
16
"1 _:,1 ~~-... ( .. , '/
1 ... ;.·~o
. :_2 '.1. ._,, ..
. -'-( ...
•")'t
,:_._1
·lz:.::.
. •'\1 •. . -.• I .-_:·-· -·
26
.:1~~4
"'lt;. ~:' . ' ... "· .•·
._'56-
-1· ~~
·oy,. ... ..j 't
40
•-·1· .:q .• 4(!
4.:~.
-1·~; : .., ....
. 46
. 4'/ ·14tl
.· ... ~(;'
. 60
I
sf~c tion
-:~
·:;us "i" ·r .-:~ :t-'i'f fl~OGP tliJ H :f C ')•J:-< ',.:;.:'t :~;
c:--~·:-.;:. sect i.eJn i HX '_;··:··. 1
~D~te ~f ~q~~~v: ~EPTEMBE~ 2~ 1Y84
'X I
----·· .. ·-··--·---·
data:
o . H (ro
::.) • I) i) ;_)
"! 9. 00(1
42:-. tl 0 (I
!;:,5. rroo
100.000
1. T?. 0!) ~
;.;:::,q. i)(iO
;?.50 . (J Oif
3 1 :.).000
.. ~ !.7i 0 . :?. () 0
3H~.; . n n 0
:•"J.";:-'.000
.t.:.66 . I) uo
::.o 9.00!l
'53'?. 0 l}tl
':i '?O .O!lO
;:;.;_:,6. 00 (I
··l -4 :5 , 0 (I 0
60:..(:;. 0 !)I!
·~)(I'/. 000
/'-4 b,!JOO
7B4 ;0 00
~t28 . [I 0 0
a::~~.:. o oo
l~?O.Ol)O
?:I:~. 0 0 0
~'"/'"> . II 0 0
1 0 ~~~ :71 • 0 0 0
J !J ~;I"~ . 0 0 0
:. O'i'(i . 0110
1124 .00U
1 1 5~i. 0 0 0
1221.000
124~5. 000
1293.600
131 ;.~.000
1415.000
1441.000
1454.1.)()0
14H6.00fl
1~124 . \)1)0
I ::;,; ::.~ :.?. • !l 0 II
:t~.';~·i.. noo
15H;:!.OOO
1596.000
1 (:,;_7:4 . 0 () 0
t.:":> .l 0 . () () fJ
1 7 (_;> t . () 0 {)
186/:;. 0 0 0
____ _._ ..... _· ....
~.·
-~:J$) . ~~ fl !t
3lh.500
332. ntfO
::'n2 . 4 o -~~
33~; .. ;_:-·cHi
· T35.3.oa
:j3~. ::·uo
33~.300
J~~. ~-~} 0.
313.?00
33i. :J~J)
33~~. 50·1)
.:nt. ·?oo
-~31 .so·o
::;s 2. ni o
:_:;32 , f! 0 (I
3::-~l.'·:;ftO
31t. ·qq_l.
:ZJc. ·:·oa
: ~ 2'i' • '? IHP
3 ;,;?.~:~ 4 II()
.::;.::·~·. 4t~ 0
::;24 . ~~o n
:;i22w 100
1!!2 , -~ ~·o
:-{21. 1 no
;:::4 .. ·.:·,,o
:'&?H ., IIi.~
32~. ·'HIO
:130 . ~:; iJ 0
3~0. '71\(i
3J1 . ~ii} t.l
333. \l!ftl
~)33. lJ(jl)
33S.::'OiJ
33~:;. 90tl
334. i::0 -1)
:7,34.600
J32. ~·(I~
:n-4. 7o 'l
3<54. 5(f(J
3I:?:.~~oo
334 . ti~tO
,::..~ 5 . ~:; 0 ••
::r--4 . •f"ifJ'(j JJz .; :~ ,, -~,
332.5\Jj)
~·~'~::.~:1N1( .
3 --:L" ·;·· ·o·o'· . :~·-c··-•· .. _.:··-l:~--..
.. .. ·-..:~ ........ -........... -............. .
., t)F
lnc
··:·of'
TCW :a: .• :K
E!F?K
l~f.:K
;) ::H:.. t ,::, r;r:
i . !:::Dt.a.
~1\;i 80T
~Htr BflT
R l'-1 f.Ccrr
;?" ~(il·l
1. t.DI:i
tU•) ,:~o·r
R.! '.) 8(il'
R·J'.t BOT
RJ ·._:t ::::<or
RHJ H:lr
~-· 1,_;. ~:.OT
I" ~II ' •. ~-POT
i~ l': ·;~fiT
RJ:I.;.' f.OT
I<JV ·arn
RP) BPT
R J \i H (l"~"
h: r.• . .' ::~oT
P:t II ... HH
:~ E:J '·l
Y,W i{
rn~:
POL. ;~
l:'I-<K·
Bt(K
'f(lL
TI]P
f.:t.J!(
TiJC
~-{;,)
r~t{t< ·
T (Jp·
Tdl:
!:.<!:< i<
ff':lK J· .... ~ ....... "
B/~K
.t;$~ ..
~.:. . .....!\.!
,·1···.>;:··· .. · .. }.
: .. ";,··, : .. .1•::
.. ; ...
···' l
•.:.· .. "/••,:··· ... ,·
!. 00 .. 1.'''' ~ . . .
. · I 0 ;:?
' 1 '1:3
-~-·;:i4
, ;0, n·~=o; ....
·... I II i )
.. , n °~·
-.. · .. ·1 ···10 i't!oi ... ··'
·t (i loJ
'.\ 010 il
' ;:: ... · •..
l ·0~ ;_:: '? 0 ~;i 0 il
;,:!()1'.'> .1)0!)
2046.00()
21~2.000
21-48.000
218~'1 . 000
2231.000
2310.000
2341 . iJ .O 0
2412.000
:.::4-;.;..-~. 0 0 fJ
;:o:~st;~:; . 1) u o
:,:0:61 °:o ' iJ (J!!
;;,~;.; t B . on t;
2 6:.')~.fi ' 0 0 i}
;:~6 'l'? ' (}f) I)
~~ '7:.:-~) ~ o o·n
2~:-~4'7° 000
2?'J'_:·o . 0 !I i}
29 ';'1 0 0 IJO
··~u ;.::: ~i . :~ i_;-.;J
·.~ u ~:. ;~ n a o-
:.:: 0 /:i h . a:_; 0 J·
~~40 0 0 0 () IJ
34:0~.::; . t}(l 0
::;s~·::i ~~ . iJ 0 i.)
.:~· 4 '? ,:.; 0 0 1.! (!
0~:0::_; I):~! • !_) (J IJ
3~541~ 1 (1(.1 !'
3~~;·?2 ' 0 0 t)
.36 .30 . 1){1 (i
~)69 ~~~. 0 !JO
3?4 10 • ti f) (J
:3 8 J. 3 ' !) i) 0
:3~3 1'7' 0 1.) [l u
:::n,~:,.6 . o o o
JC:r/H, ()(}(}
4002.000
4 o;:o~;o~. o o o
4061.000
oHOH. 000
4145.000
4161.0(.1{)
4 U37, ~0~0 0
~ :~ ;:! c · . n iJ n
4 :C:!56 . fi !) 0
.;l :;:·?::.~ . (I 0 fl
4(0~91 ' J'! lJ 1.)
4 3 ::~ b . t\ 'l n
4 ~:;::·v. n (If
44 ;:::tl. 1.) i.) li
44 /":> . 0 O·O
4'7i 3 0 '() 00
·~::'i'/'?. (I{)()
.3 :3:~ . '/ ~) (J
J 33. 1q) ()
:n :-:0• . t1 on
::<.:3 ~5.6(1()
.'~T/ 0 :_;;!tO
,:::~r: ' 0 1.1 f)
~~ ·:~.s . ~-" n f l
o.:u ·;0' • ? 10Hr
:?; ::~.{l . ;:0: () 0
.3 :.3 e· . ·'~ ·o o
J::_;<,~,·. 40 0
:·:~ :y:.) ' '1. (; il
.;~ :olb ' :'o'j 1.) 0
0~~.:.)' 1)11(1
3 <:5 5 . 4tro
T56 .. 010:0
3:3 ?.~i00
0.3..(;0
:'. t 0 0
·:,·_?.; .. ::, • ~:· .(, n
.nt ,/:.:l)(r
:·.~--~·;~. '/'~·[.ff
·~· ... :~ b . _J :} ;J}
:·~:?;3· ~ ':: 1).{)
~:::<;,~ • :; I) 0
"L:?., t,l}('
o:id:S. :::o fj
o:T::.: i!O
01::!.'7 .•• (! il
~~38' 'l. {)(!
:~~:~7 t ::s 0 0
-:~3tl .400
~~:,?.~:$(}lJ
3~5'? 0 ~:; (i 0
J3'?. :0.-.~0 0
:·~ :·5 ~::• • ·:·, IJ 0
.:).3'0
.'·' o './ 0 IJ
::or:~'? • ': H o
.3:3:/,6 00
:·:~:.'.)6 ~';'I) ("I
J o.:i~:·. ~~ 1:10
::n4 ~3 ('1 (1
333 . ~:;o o
:~3;:!, ')(l (I
~:.:.':)1. '/00
~~:?; IJ , ~01 (I (I
f. ;0:~'). ·~) 00
·.~ ;.:~ ~:, . ~:~ o· o
.:~ ::0~ tl ' 4 o.:o
::~ ~~ ·;;; . ~.:;~ tr n
0 ~ ;?. 6 .l:> tfO
..... ·. ·'
ANG PT l
TDE
f:h' r<
ro :::
Tr)fl
(:lot !(
C~l
fCiP
"'!.}[
~~1->1<
[f:o<l<
PUIO ~0~
TOP
1 '1;:11;
TOL.
;:<r;: !(
f::;'{t(
:.. i:•:t:Jt~'
R ;· •,1 °.\-:! 1JT
r•: ., u ;::.·n:.r
i<•:t' .. ' PO I'
:~; •.; !::l OT
r:w K
f.!Hl<
~:"-'.!{
f.::· r~· t-~
I_;~ f:('-;(
OH 'fl•~
~::t-<·1<
:HI:tlo~
Bl~l<
r: ,;;-I<
f!Hg
{ll;j'!(
;:~,,~G P T ~?,
1 .. !::o CH·.J
P. J !J 00-T
"' i •o.J eo r
P· ·r ·'· .a J:~ t) ·r
RlU BOT
Pr•,.! F.cor
~~ :n.' :r:o:r
R_l_·q :i-:'I ')T .
_, .\~ ...... ·~' ..
R:I ':U ·BUJ
f~H/. lil]t
.:·;.
:.:··
1
.,
·_:··.~.'--·
··~ · . .1
~l h ..., ....
./
IP. _,
.. ·.-.' '
'1 0
1 ., t ·
4i;,l ·:. , I) f) 0
-46;2::.· . eo o
4.<,:3:.::. ()0 ()
46:i2. 'ltiO
;;;ui"'f'.:3ce data:
38~;. 00 ()
5~~·?. oo n
570.000
570.0$10
11:.:>-.i.O!lU
.. 3400. (IQil
:] 4 0 (I . 0 (J il
:z, ~·; 4 H . (1 I) 0
4{~ ::.~ ·:? . 0 0 0
4<::29. I) 00
46~~.(: . [j (I il
ti. 000
4e:;;.-:: . !?O.o
::no. :~n11
J:)3. i,l !).()
340 . E:.t• 0
0. 0 0 !)
:3 :::-·_~ . ::; o· o
~-~-3 1. .~~ .. 1J ·0
1).000
:~3~5 .. ~;~(fO·
33~·:i J ::30.0
334. ::-.oo
·~:5~.:,. . !J IJ 0
322.rOU
~40 • :::!(I 0
1-1] U \:!(IT
P IV .8DT
R ,:~ow
Ar ... CA::' L1i! :•: ·~...-·
1 ... ·::ot ....
E• co:_.,
L. EUI.J
,_. (C!._.
•-i::m,,
H COW
L LO!-il
tx· EIJt..l
.I
I
~::·(! 4 N''f 1 ... ,_ .. , __
.1. ,:-:~. ') ,,, s
'· ··:-
.1 '1·'1 ; :.'5
•.. , ··lq ,_ .
. 9
··:1'1'i : I ;~~ .. ··.: ... '
I.'!.·~
•· r ._., . ·, ....
~. 6
·_._.1· .·tt ~-~
;. ' ~-·
:: . '1'/
;~~ (.1 ··I· .. _::.:: ".I. ·.·· ., .. ,, .. ,
.. ·. -.. :: . ._.
2 . .".~
····I·· ~l~
-: •"•{"• . .~:. ·:··
30
I .....
. ..J :,
:"·=---: 3~~~
· .. • ·' .1 .. ~:~~
.-_ . , ... . ;---• .... .
·, ~11.;_,
·:~ ··,: ... , .
.. 1. ;ll
•' .. ~t , .. ,
:: -~·~ ~ .. .. .\ ...
44
.·1::::
:J '/ ·148 :: -4{/
'50
'v J .. ,
(l,i)(l(l
I{: .. r) 0 0
1 :-3 , (: f) (I
:~.; "! ' ;) 0 1.)
·.:;2. no G
e? oeo
'''7 ' ii {I\)
10i3.000
1'\ '7 ' 0 !)il
!::.;~;' 000
l '7 :.: ' 0 0 1)
1 '}1, . 0 0{1
:.:t. 1 ' I) 0 0
2?1;'. () 0 ()
·.:~~;/;. 0 0 I!
-~o·;.-. o \)I)
·46/ ... (J 0 (!
::_;o;~. tJOo
~'52 f:, . 0 I) 0
·:.::::; ~:. ' 0 (! ij
::=; t;. '? ' :J I) i)
·.:;t::. :\ . n oo
::.)?0.(.100
~)n~:~.ooo
62'/. ()(I tr
,;,:)~)' 0 ()li
667 000
.~,93 . ::i I} 0
'?13.(1(i1J
7~:;·/. !JO 0
'7E 0 . il 0 r)
351.000
928.000
9'70.000
'186. 000
1045.000
1090.000
111~5. !100
11:~~2' 000
t l. i··,J' 0 f) 0
11?l .IJOI.I
i ::.~ :·:; ~:; . () :) 0
t313.uun
1.4l5 .'.)1JO
14::-i~/. OiiO
t 4 '/'?. iJ() (j
'1 ::i '! ~;· . 0 0 fr
i. ~;.;:_::-;s . t) [J 0
1 :.";4·t . noo
~; lJ'3] T ,•,tA H \' f·l~ (J c.; F' ,:, •·' ! .. f I C ·~ :J !<' '..' !:: Y c:;
·.: p n ~~; ·~; 5•.~~:, t 11) n ; .. ~ >! ·--~~'5 . ':: ...
::~• ;~ .. : ':· I :. ~ 0 0
·~·-~ ;::.:: 2 . '? (1 0
:.::;;.~2 I J 0 ;:~
~~z:2, (?O-O
J2t. '~.'100
J ;;~ 4 . li.Hi
. J::?. .. ~, :2o·o
;·5:.:~1 . ·.··no
. .\21. ;_:_::oo
::;;?o. ;._:oo
-~ 'J.?. 3 0 0
31i:!.~:~BO
J:::.:o. :1. r:1 o
31? .. ,'~(I 0
-~·tfl.'.i.Oll
] 1 ~~ . '7 !J (r
::..1 1?. hf! 0
.] ;::~ 1 . :.~: ~:I t•
.·;22. ?tiO
:·~::~9 . ~.:::()(I
:.:=:: ~:: B . n o o
;'329 ' l(J 0
::~::~ 8 . :3 o -o
:J;:~e ... ;oo
•. ~ ~':! ~.'i ' ':5 li u
:32H.OOi.l
:.:~ ;_?. :·, • .;. (I 0
3~.:-::5 1 ,··~ !,I 0
.12~5.'/0(;
:~2-:~. '":; i.l (l
3.30 .500
J30.~!.00
:::~~ (i . :::: i) (I
::;~:<?' l_i I) 0
]Z:9. i.(l 0
T30.l{(l(!
.. L1 11.400
.:~ :-~::·• , 7 0 I)
.o:;.:: 8 .. :', i) 0
324.400
,s ;:.~. -10 o
3;;? 3. '/li 0
AI t:AP
i'[!;"•
TOF
fl ::::I<
r:•kl{
TOE
TfrP
rrJP
TOt:-.
L COl.oJ
Rl',.' BOT
f~ l',,.t BOT
:~It) 'BOT
I~ I'J BOT
FfTV F,:()T
HTU f:;OT
1~]\,' f.:QT
~~!V BOT
RJt..J f{OT
R 1 I} BOT
F~JV BOT
R EOI,,)
TOP
f; ~:~ !(
B1~ I<
.8l:.:l{
flf(J-(
p [: 1.. .~. .81-"{
TOP
Tor·
'f'f< I{
l(.tl-::::D ' . .!' ... C;
fOP
Bi': I(
£-:I:~ I<
TDF
TIJP
TCiP
TOE
POl.. ,t, T DP
!GF
L. COi.J
RT' ... J BOT
R J'.J Efr]T
I ~'H 1 ~5 ~:'i .:.-. 0 00 ~·.:.:2 4 .:\0 0 !~ EOt..J
c:-··~· 161 f) (1 0 0 3C:c. 4 00 I-<~l~ -1 &. ••
·.=.:; ~:.~ 1662 000 .• .,:'\C'
·..14'..:. _, ?00 ~~~--I(
I· '54 1685 000 ··.:; •') ··;;-.t.OO Bt;;ot< ... .~"'"' ,_.
a::;·4. 1699 000 '!":)C. 31:0 Bh'K -···' __ ,,_._,
;56 1735 . 000 ··.~. )'''' .... • ··-1 • 00 rue
.J
o;;·•J t1.~3 f)l.\0 .,., .. ., ~:! [) l) -~~,:~ :< .J . Jt_,.
~;Sj t'7e5. 000 ~·1·2 ~) I:!. I) () f i.JP
~~-~~ ~.:: 1846. 000 :·.~;;!~3 '/' (l (J t; ~:;
hiJ 1906 000 ::~) ~~~8 . 80 f) T OP
I ~!1. 1 {~ ~-~ '1 ' (~ 0 0 .·~ ~~~-(::. ::!.no Tt:iE
4. ·:~ l ':;;·y:3 000 .... ~z:-~5 . 4 0 lj Tt)C 1..: (,
s :.~. 20 0 :~~ . 000 :~:::-;: . 4(10 Vli.'K
I 64 ;;~(i:J! 0()0 .32t:~ 1/ (i (t J:::r~l<
6:.~; :!.036 000 .. ..,,.,(.~· 1 1)(1 rn~ .• JC .. •,J I
66 2041 000 JJ'O ~-00 T(IP
l -~j '/ 2()44. 1)~1 0 :.no . ·!l!) (l At'l f.!: ::q 1.
6<-3 2054 1.)00 TlO • 7 "fJ.O TOP
.':_. ~:, 205H. OllO 3;.?.6 . '/00 fOF
'?0 ;~063 0 f)!) 3;:.~4 ' BOIJ L EO W
I '?l ;_~Ol::-,? 1)00 ];1.3 . 1 (t(l Rl '.} FOT
'./·~~ ;:.'(i 7 ~ ' i)O 0 ..521 . ~sou R I'v' BOT
···.···,.
·.] 20B'/ 000 3;~0 ' 600 RT'.J BOT
I ?4 ~.: 1 o;~ . 000 :~;.!.t :?no R I') f.(OT •.. ,.; 21 ::.~1 oou ''!I:) I :) t.)(l(l ~TV T30T ••• J '·''-(_,
o''l ./ :~ 1 .3'>) 000 i! ,.:.-: 1 00 R l'J [{(JT l ~ ' .. •(-·'"''
'I
'''!•? 21 ~50 I) 00 :324 t;OO ~~ E~Ot•l
'7!3 21 6;.::: I )!) !) 3;:::::: 41)(1 ·rop
"";'~? :.:?1 <~··? 1)!)0 ,J2.~ ;:.~·(} 0 ~i{f(
BO :::~ 2~:: 0 ' I) f) 0 :.;~;?8 "/00 r·····. ...... :: .. I B:r :~]:·~:·' 000 '""!'":,).(., -:~ 0 II 1 .. ~~~o: .• , ... IL..\.f .
/':",1"\ ;:.~3~:.:-• 1-·o ilO 3;.=.!5 :-:~o o RI 'J BOT · ... · (;)<": ......
~":.· •.:• 23flS' fl ("t 0 :~;.?.~j .
\ 1) () '1-i :r•.; HOT I P 4 :.~40~:i ' 000 ."~24. 000 F{ I'v' f::OT -=~I ;.?.4 :::~~>, 0 ()I) :·.~;]:':) ?flO R J'-.-' V·:OT : ~::. .:::
8b 2 4 6 4. 000 ~~=··1 . ?rJo ~~I ~.! l:·:OT · ... £..·-·
•:J• ,• ;!,.4 1) i:. 000 .. .,,_,..., t Oft "T '.J ~)fJT I ::;~) ~.) t ... ,,! .
;;~5 ;~o 000 . l ':) •';) 700 r.;o :r 1..' PDT . t,,. ... • . ..._ .. _ .....
!:3'·;}1 :;!540 0 (J 0 :s ;:~ ·4 . (I(! (I ~~ 'j ~.) ft.O"f
. ! ~) ~'?550 . 000 . 3:25 ' ::.~o o t~· TV I=:=tn
I ':i ). 2'.:~.;~:.)(:-. ' 0 il () :J ~=:b 70 !:1 R !:· D!>i
s:-:.:·~ •").::· .. q iji);J -: ":~t .! '?00 r op ·-· .... ·~=· .... we.. .• ·
':/ ·.'. 2.~-~~·c: 000 -·?9 \J··-.· ,:, l.i (J J:'l'"' . \o\; ;\,
·:.;4 2 671 000 .1 ,., ... .., !3 00 TOP . ,:i t.:...C•. 1·; .... , 2b7B 000 _,., ...• [)00 T ()f . ..),::. :
9 6 2698 . 000 .);.:~~=-') ::10 V t~ K
9 "/ 271 :5 I 000 :j;;~8 :"Jidl Bl~:< I ·.:··Q 2734 ()I) 0 :·::~2·.?· :;:•1.) 0 rr•:~· ·/'..• '
''-1'.>• 2 '7 76 000 .J;~··v' ·;. 00 r ~~-iP
l eo :.!.?83 000 ··.~ -::·"' t;:•OIJ TOE: . .... • ,_ ~..~
1~. !I "1. :2a ·:. ·.) 000 OM~;:_:~;i 7~1 0 r··:· . : ... . ..,._ .
02 2t~6o IJOO ··z ······;· 2!i0 HI-!!< ,,,.,.,,,
"! 1: . .") :2 It 1) ·•_:) ()i)i) :~ :2~:~ .i, {i 0 .t:!·< I{
I~ 04 ~:;,(:)IIC':"'l !}00 ;:,::•t::• f.l(ll) £>!~ K '·· ~ ... .fw '''-'-·'
n ~= . ., 2'·f'.7 0 000 .. , •'\f"• () 00 TUt:-. ·.Jr.":.•:J
06 2 98 0 . 000 .·\2<? 8 00 Tl:tP
1 (J "/ 3 0 :..:.'8 90() ]:31) 3 1)0 POi ~. <::. 1., f)(;) 3o .e •;, I} iJ [1 3:~~--? BOO GS '·
.1 (J9 3ttJ1 000 .. , •.j(:) 5 0(! ·eN t< .. .~t. .. / .
"!. 1 t) 31 t 1 . 1.) {) () ~ ,..,_, .... ,
.JC:.\; .•• 3 00 TflE
1-
J. 1 b
1 ·r ':;' 1 i18
. 1 •. (.p
1 :~~ (1
l ·t·:··t (,,.
•• 4.)1'1 ... _ ...
11 ·.•j!. "·· . ., ··:··=·
•. '·· ··'
2~::-
. 14"" I ~ ..... . '· •. ··., ... ,
·; 4 6
1·1 ~·:.·1
l ·.:i ::·
1 :.-:..:~
I .. "~·:···~.
\ ··:,'.7.1
"). ~::; t:/
1 ~:,'?
11 '"'t:.' ... J•./
1. :.=.=·'l
1 -'jO
I U•1
1 .. ':l .. (:•t..
'"1 L .( '• ...... .
i. .~·; '/
I !·'::·B
'.:· .. ·:;;
:! ::o
.3 162 1.) l) ()
:~~!.0 ;2 {) o.o
:·~24 :.:.:: i) 0 0
.3266. 0 {) 0
3325 .000
3405. IHlO
3447.000
3481 ()00
350.5.000
3510 000
3579 ?00
3!'.'i'iB l.l 0 0
·.;.<.> ·;_ :3 (}0 ()
3i:..:~o non
3.':J..t,O 01.!0
37'.2?. (10 0
::; '? ·.~ ~5 I) 0 (I
:~ '/ '? 3 I) 0 0
JiDB 000
:.3870 ' tl 0 0
:")931 000
:~n1 2 tl o o
.~f;J.O 000
401«:)' 1)01)
41)~~~:i' 0 0 0
408'?' I} 1.) ()
41 .~~=,. 000
4 ~!.J:i' 1)00
.,;.:~e::5 . o o o
4-.:3:?.'/. 000
:l:-581 ()0 IJ
4411. OOtl
<14 '75.00()
450 '?./0(1
45'/() ()()()
463'?' 0 u;)
4 7 1 6 0\lO
4 PIJJ 000
·'l8::)7 ' ::; 0 0
4884.000
4'?fJ3. 000
4~)4'/,1100
49'1'?. fJ 0 0
5087.000
51'12.000
519] 000
51'1'7 000
5225.000
5251.000
~5284 ' 1)00
::] ;:~ 0 f.) 0 ()
:::;357 000
::.; ::s ':=l ;_~ 1l 0 ()
'.'5 :3?'? (I 0 I)
'5•lil~=! :2 00
:7.i 4 :?. !i l) i) {)
'5 •l ::;;.:;: ' ;J () l)
'::i 4·?;:: (I ij I)
54~~:4 00 0
~.;•W '? . 0 Oil
:-.;21' '1 00
.~27 I) 1)0
~;;~9 ;.:•o !l
32 .~. S'O 0
J2•1' ::~o 'I
~~2~··. :'j{t [I
:.12? :j;Jfl
-~~:5 . ~j I) 0
3 :~~6 0 0 fJ ·
3 29 :)00
~~2 l::,. 9 00
~3L:~~::, ·? U:O
:?.25 . 1 I) 0
::szs 0(10
~~2! . 60 0
~~2 0 . :-:!!) 0
.~21 , '/-QO
321 ~::iO II
;:12.1 , ?OO
:;22 ·1!1!1
.~23.400
:.324.'/00
327.000
:~::!R. 9!10
.:3(;:1? 1 1.) 0
3;~·7. "'HIO
,5;~5. s·oo
:~;:~ 4 ' :::; (l 0
·.~2~5. 50 0
:j :~'? 1 no
.:)26 I) 0 0
3 ;30 OOfl
3:~~?. 50 0
128 .l:l !t0
:.~;~~9 . eoo
329. 41JIJ
328 .9 00
32H.10fr
:~28.~'j 00
J~.n. ~so o
];:::a. ~;o o
329. '· 00
~'1 2 8, ~:iOO
3:!.0. :::.uo
32-4 . '? !i (l
.~23.9 00
:;·:;.~:5 ~~~(I 0
.);:~4. 1 0/0
;-s;~·4. :.; !In
.:;24 . '?00
:j 2J. ::'00
326. /0 ()
:~;;!7 '}(J(l
3~'?.'/. 60 0
J;:!..~).100
3 ;.~4 :::uo
.:52.3 '?00
, .. c.~
'····.t
Tn::
TO I-'
f.IRK
BR :<
,·,c·· l:l~i
G<:;
l~i{ I<
Bf\:t<
t·:; ;:~I(
::1 ru ~~ ~ T' q .. •
L CO l"'
I~ t ' . .J f.IOT
RI'.J :oor
;Ul} BOT
R !'v' BUT
!-' f'J BOT
R f V l::IH
~I '} BOT
R IV I~OT
I~ l V BOT
t~IV EH}T
R]V BOT
f.( I~ I·~
f(~K
f:.(RK
!·H~t(
B ;~l<
BR !(
::~!)L. ~ ~ r;•;
81':1<
AN (; P T ::•
'B i?J~
Hr:t '{
BOl<
f:<f!K
I ClP
·-I:::D!A.t
~<' ·: t) '8 0T
:~:IV 'f:O f
l=i .t '.J ~:oT
f·U~-' f:OT
R f'\.J HOT
RT V f:OT
I~ J \} f.:()l
1\ EDI.·!
~l()l . 5 .~ r;:::
'f.:( I{ I(
!:;I·! t<
!.. ::::n;o~
r~ JI.J BOT
~~! 1 'v' f;(J T
·t './ \')
'
.• 'i • · .. -.· .........
. ·········
1
1··.:f•
'. :· ::::: . I. • •• • ·'-
f
. Ia t o:~!r'
.. .. ,
'-·
l ... l •l
1 :;:;
'l.b
I :::~ (i
I.
I
5'5.:.6. ~~on
:5~i2? . n '·'I)
55:lci. ()(l()
5546. {) t) 0
SS85. Ofl o
5642.000
5'704.000
5712, (j IJ()
574fl.OOa
5757.000
~~7 ,::., 4 , /:; () IJ
·;;urfacF.· cl;~ta:
,_~,5.000
~.4,? . l! 0 tl
t :5 1 :.:: . o n u
~~;12. ono
1 ~.)~:;::, . () 0 ()
:?.06~~. I} 0 0
:~06::5. oou
2150.0110
i.~33'7. 00 (J
233'?. f) tJI)
25!::,6 . () 0 i}
.35c1H. (I 0 [:
:·5:5?8 . 0 II 0
·10 1.?. 00()
!j ... ?:1 . 0 () fj
~:;; 1 '} -3 , lJ 0 I)
··~:3':~··/ . 0-0 ()
~s~v ?:-::: . o o o
'54?;.:~. n no
~-~ ::; .. :~ 4 . (I ij (I
o. on r;
~~?64. 60 0
:::;::::.:l . :,· 0 0
.:)25. 400
:3;:~b. ::.:::!1 iJ
~~~-:~· :.:!.o o
~3 i2'1 . Hl 0
::::::":'. n oo
J:~u· .. ..-.. o o
·"·2~l. 1 f)()
:~;::: ·.) , ·.:~ (I f)
:.-:~ .:~ ;:: • :·:.: f) !}
~-~ :~ :·.s . -~-i; n t •
'32 .5 • :. 0"
:32~' . '/ uo
0 . :.) fl 0
3::?.4 .. q(ll)
~:24. 400
0,000
324. ~:!On
3;;!4.800
0 . () 00
326.BOO
3~~.~:). ·/o o
n.ooo
;~:?.6 . ? 0 ()
3;;?.·.:> '000
t) . o n n
32•;,, '?Otl
·:) ::::: .~ . '? 0 fi
o. noo
T.?:6. 1 n n
~~2(:,, :!.(JI)
:.~1s.·~·uo
33~i.:~oo
:.-IV ~~f.n
i~! J 'J :!:ttn
R t::cu~•
ro:--·
L:t:: I(
,.;:~.:
{-:1·-.' '·<
'f·~-~ r<· t{
f'(.ll·:·
!UP
L Gl.al
H CllW
L LOW
t:( EDI.o.l
f !~.ow
I~ FUW
! •::ow
ft EIJW
1.. ECH.J
R EOW
j_ 1:::uw
!·! ,;· fji,.J
i~:CH•I
,::· COw
•_:.•: . . ..: .
.I-
_,,:
, •.!
?
1 n 11 .;
-1 ::\ ,. ") .. ~ .
:.1.•1
. . 1. ~:: ..
'16
•· ,.,
'\ /
h .'· .. • •. ::::~
• .. 1· ..
40 .-.A J. •. 4:.:::
... ··,; -, ....
4 .'/
.• 4 :?
' . !J If'
5:.)
data:
1),0()1)
::; , (II) 0
·t. -l ,QOO
~:.:--~.Oij!)
-:;.-.. I}QO
?2.0011 "n.ooc)
to ::; .o oo
11.~~~.00 0
1 ::~-~ . I) f) It
1 -1 ~7.0!t0
1 '7 ~•. noo
24 4. !HiO
32:?. 000
·l6B.OiJO
~51.4.000
~)4~';' 000
:565. n ;)o
.~0?.000
62(., (;(II)
b44.(l00
';:'J.~i.OOO
7 !3'/ . () !j ()
Bw~. o o o
r:'.'-2.0!)0
9?0, iliJO
l 0 i~ -;; • 0 ilO
l fl~;l '000
10S'~.ooo
1142. 0 1) 0
·t H)H. !iOO
7. 2 ·1:.:~. 1) 1) f)
12(n . on o
1~~45' 000
1 4;~5, (l I.J 0
148t.OOO
1506.000
1551. ,,01)
1~9R .OOO
162B.00f!
1 6 '7 ::l . 0 0 ()
1 73ti' 000
18~:.!0.000
1B31J.OOG
1H57.Uf!O
1 '112.0 00
1 ?46.000
1 '?04.1:00
2006.000
;~o :3G. o on
--~,J~·-; :: ;·~ .. -t4 ;~r"t~)_~o~:·~:t::::·r~-:;~p i ...:i ·::c ?'\>: -· ~--... ~·.
-·: ," ., .:;~; ~;e.r.: + t:)f,-J'..~-;:-·: :?··:. 1_
. ··' !
::Y. L·~ . ~·:; 0 fi
::, () ·:~ : ~-p :j
:~1)/,. :~~!]()
··;.o~~. ~:5110
J o~·. ::>o o
30'7.·:oo
~::I) p , 11, 0
~J(l (;), ()Ill)
3 0:., t :)(10
308 . i. l)i)
:·~ 1 J • ~~1)0
~-~ll . -~(i(j
3 !1./)UO
31:2.1.1.10
:·:: '.! 1. . ~:· 1)1)
~~o.(,. r'!lU
~~O·~··'OO
::-; () -~ ' 0 0 (l
:··:o5. 3 00
.-~ 0 (~ . ~-: 0 0
J(l'7.301i
. '\(l ,;, . {;(j ()
30:-:i. ·;-oo
.3 0 3 .7 1)0
3 i'J'2 . ~.::.; !J ll
.501 . ') ,,0
·.3 0 0 ' :.r. ~·· u
?9(~ ' r-::: (! 0
~?.1?17 ' 0 0 0
:J() ~) . 1 il 'l
.l,(I'S . .';. 1){1
''5 0 f., . :_( j1 0
:·:i OIS. HliO
-~u .'::, .. ;; :_l o
:3 o e . : :~o o
·.~ 1. 0 . '.'5 :l ~~
1 1 2.::~0(1
3 ~.2.3 0!.1
3 1 0.7 0!)
:·51 :.:: . ~.:' 0 iJ
~~ 1. 0 4 0 0
.'()i:l.4 0()
:J oB . 4 ;J u
:·.~14 . 600
I i Oi·.l
1 .. 1.! :'T
I ::::OH
!{ I '·' .f.l C!'f
T::l f:
TnP
To ~:.
r or
T()P
,-. C" •.:.•· .. :
l'"'t'' . .:.·-:·.
TOP
1. :::m•
!\:I'J BOT
1::" T'.,t BOT
r~J'} .80T
;:~ FDt,.l
;_ FCll~
~-:· T\-' :1:.-:0 T ...
''· I .,_ . 'RO T
p J''.,' :t·:()T
:l ' ~~nT
~~· J' .. ' E•rn ,.,
.·c.
., '.,} : .. :C)T ... ,
" I '..t 1:,oT
H ., '.} ~i()T
r ,, I~ . ..: :::n:n ... ,, l• .. ) FlOT
r·· ,_,. :E>OT .,
"
I~ r t) (7:nT
~( ffl
... ".J BOT
4~· ~} :;!)T
~ ~:f.H·!
GC;
ii')!j
·:· i)~~
1"('11-'
pr<:v
T(J~'
T(.;[
"fOE
TDP
~·f •'.\ ·~ 'I
: .. _.1· · .. ?.() . ..:> l
·:..··· "-'-'1 .. ,
.·:. .. :·.
b/.. ..
·l'i"J. ~')«"":• ' •.
'1. ;~:~ ..
'il;;
9 '/
···1?8 . ':)•'•
~· !
I OO
1101
.•. j () :,:~
1 n ~.~
·; 10
2 t)::.;s 1 nn
2 09?.ni!O
21 a~~ o o •J
2266 .000
23?6 000
2~34 600
2542 000
258l~. 000
2610 000
293~! 000
;y.,44 () (J (j
2 "(:;.';,,7 . 0 (11)
2-:>~~'? i.) 0 0
::~6?:::: i) 0 c:
;::7:=:1 (100
;~'?M·'. 0 00
2'7l?•~· 0 H 0
2fl4~: 0 0 0
:28B 5 iJO(l
2~~04 (II)()
29L.! 000
:.:::937 ;:.~o o
:=9 ~5B (Hi 0
296t;• 1)00
29 8 '7 000
:.3 00 ? 000
.3 () 4 ~'i o 'I n
T0 9 0.(IIi0
·~ 1 4 '5 I) ().(I
31?7 ft!.JO
3 21 '~' 000
3:.:~61.001)
3 ~·Hl B IJO(l
:.)3 4::·' 0 1)0
335.<:-,000
3 3 '/l ,,i)(i()
1 ~~~:rl 2 o o
3 4 3 ?.000
3 4 :5 .l i) (} 0
:.3 4'1 (3 0 00
~::4 9!':! (; ~~ 0
3 ~il /' (j()()
3!:552.000
3578 000
35at~ ooo
3635.000
367Q.OOO
3691 ouo
3M'S 000
3707' 00.1
3 '?:~1 ()f)ij
~5 ?52 1]1)0
:J'/'6 6 000
3 7~~1) . 0 fJ !J
3B()B 0 •.'0
3827 000
J K.5 ~::~ 0 0 0
3 H42 0011
~~86 '7 nno
3901 000
31~ :~no
:H 3 . ?ti.O
::314 :~ f.IO
3 14 .·iOO
31 3 '_;-'IJ:)
:5 14 .~5 00
314 ::dH !
3 1 1 CillO
:3 t0 .5 ()0
::Ht 100
::t.:\ 10 0
3 t5 .B tl!)
:314 ',' 0 (l
3 11 . 40 I)
J!. 1 '::s o 1):
!.12.0()0
311 .tiJCr
311 GOO
3 11 000
.~t1 .6 li0
3 13 .0(10
31 3 .<}"'QtJ
Jt3.::iOO
3tr.J .~~oo
30!3, ~:~O!J
~~08' 0"0 ()
J(l7 (J 0 f)
:)1)'7 '?00
;}I) r.) • 7 i) 0
3(t6 ?O!l
.')0 1::· so 0
3 05,'?00
]().~ r:~ (l 0
.-W 8. 000
11 0 1 i)()
31 0::. •• 1(10
:Jt6 1 on
3 15 .~i ll 0
Jl S 41.l0
~H 4 ono
::.)1 ;l :':;0 ()
.11 ·::, 3 f)IJ
.. 3 ·1. 6 :-·o o
~~1 5 ')()(;
::3'1'7 .000
jJ.{J,f):Oi)()
:,316 :':,00
;315.?00
.-~ -~ .:\ ' ~:: \l ii
3 ~.4.e;oo
3 1~.'5 .~-.0 0
31 5.800
.:; 1. .!J e a t.)
.3 14.B ti0
31 ~5 '~;~(l 0
3 1 6 .600
::H 1:). ~:,no
3 l5.4 00
:~14 ' '/(i 0
315.01)0
~NG PT 1
('
.0'\
':"~'
Gr:
l····c · ·' '-'
TG'"
T 01::
G'·.~
TflL
rn•.:o
BRI<
TOC
, ........
I . .;J•.:'•
f'C· . ... , ..
(~1>1.1(
G ~;i
To::::
TOP
POL. 1
TOP
L CDW
R J V BOT
1\J'.J BOT
I{ JV BOT
R!IJ BOT
I~ l ' .. J £~0T
RI'·-' eOT
:4 I 1.) B()·'T
r( 1: 'v' Br.iT
TO P
Ai"'-H.:;· P T ~~
f.:fH:
TOP
TO [
Tf 'ii:~
1., , ...
,;! \o!
("• ~"· ·.:!.'
ro r·
r u r:
T O[
TO P
T OP
TCl F
T O[
TOP
);),:?I(
G:::;
r; ~:;
"~=!~~I(
TOE
1 ,.,
.... '!
. ''(I :1 ~~:.
.· '[ ;.·: 1,
. 1 ::::?.
1 2 9
., 40 ·11 ~ 1
. ·14;:.~
1 4:~;
il144 ~. 1 ·!l'j
I '!~!·\
-\!,a: .\ ,.~ ._,
I~_:;~;
.1 ,,, .... ,
I. 'J :~~~
. , oJU
1 ·::,'}
'! b!J
t., f., ·t " ...
16;.?
1, -~·3
IUA
;1 6 5
'!.6 6
1 .~.'7
!'J.6B
:1-':·· (I
1. ';'lj
39 ~'~l 000
3~-'·l:!.. 1) 0 0
3969.000
399::!.000
4000 000
"*044. o·oo
4104 000
.. 1 tt . 0 (J t).
414~4 0 00
416~. 000
42t3 .000
·l~~ 1 ':' 0 0 0
~2.~! OIJIJ
4~2 1?5 () 00
431.16 000
4331! l)li(J
4]1-,8 .000
4414.000
44 .~9 IJO()
450.0 000
45 ~.~·;. () 0().
4::'i4.3. () 0 0
45'74.000
4!.::8:~~ ' () 0 ()
4610 000
·465?! .. 0 ii ()
4-Sb:?. () 0 I)
46B? 000
47L?:.OOO
4'7;3~! ' 0 0 ()
47 T 7, 0 00
4?3 11'.000
·l7t-5. aoo
4 /"l :; (j li ()
..tm~;~: . a o o
4!:l5~:~ . 0 0 0
~8 1~7. 000
4'l2!l. 0 (J 0
4 4l (-,1 000
499'? I} 0 0
so ~:;:.~:: ooo
50 6~.~ {)() (j
50 7 5.000
5126 000
5171 000
5206 00()
5231 000
S2SO.OOO
52'74' 0 () i)
~i310. ()l)()
5 ;3 :·~·~:· 0 l ) (}
5:.~50 000
:=.i44;::: (I 00
54'?8 (}()()
550~~. () 00
~i~i40 (i 0 I)
55f:l5 000
~i6U. 000
565::?. 0 0 0
!56 9:~ :)00
0 1'5.(-·,1)0
. .51~5.100
315 0(l0
J14.800
'3J .~ 1, !!0
.~ 16 60 ()
3 1 5 ' :~' il()
:H4.5UO
:::.c:; 6 il!J
~!.1. 3. 6 00
:1'!3 .1.00
:·:it';i. 3 0 0
~!4 .B(IO
:•. :14 (t 0 1.)
3'! ·t • '/ (I f)
J1 :1. ':'.')()()
:3 ~. 0 ' .\ (l u
.H 6. :?.o 1J
31 .S.700
:116. 100
315.5 00
'J 14' 1 1) 0
]14.;:.~00
"!.1 ~-;. 400
31 !5.BOO
.')'] ::; . :.:)0 0
:·~ 1 J . ') () 0
·:; 'l -~ ;;:. iJ 0
31~'. ;;l(IO
.)14 1 00
3 1 4.100
.:~ t 3 ' ::! ().1)
:11 t ·~· n n
s12 . eo u
~315 ~:.;oa
')1. 5. ·:.'il.l 0
:-:':1'5 f:~OO
31b.OOe
~51 b 4 () ()
J !. 4. ·:·_;() 0
3 14 'lOO
:·.)1!.5.~?1)0
:.3 !. 4 . ::; () ()
.S15.600
]114.')(\(l
J 1"~.41)0
3 '1. 5. '/0 f.l
-~1 !5. !50 0
314.200
:H4 .~.'!00
·:.; 1 "i • ":i (l 0
31].000
:~ 14.!.) il ()
:::; 1 4 ;:. 0 0
3t :.~."/OO
31'3 1.00
31~~.700
;~1'5.300
::51!'5.000
3 '.15.500
HIP
TOE
TOE
TDP
B I'< I<
TOP
TOE
I''<.. .. .~· .. •
TOF
·rop
r .,.,
.• ?·.!
T \iF
c:: ~:::
TOF
TOP
'HIP
TOP
TDC
l!Jf::
TOP
e~K
TOP
TOE
TOF
TOP
TOP
TOE
TIK
TOP , .. , ...
.......... 1
( ... , ... ... ,, ... ·-··· •.:: ... •
G~:~
£{;·~g.
Br~ I<
1 .... ,.\ .,.::,.
, ... ~:~ ~_ ...... •
Bi-<:K
.BR I(
f' .. f ' .:1 · .. 1
··.,174
:· ,. ··· ... ~· . .· .. ; ·-'
. ., ·~···
!. ~· ·-·
1 '',""'
···I· ·1 ~: .. ;:, .. , .. f
. ·1 '/'-7
'!.!:30 .···11':p
. 18;.~
., , .• ·:t .. ' .. ,,.
.. ,
-.. I
.· •··· ·,·14
: ;;,
1 ~,
·: I" :.· rl
. ,,1
\1···.,,'1.;
.!· ••
;,
·• .
:I
I
5 '7 ,, 2 • () 0 0
'S'771J. 0 0 0
5817. 00 0
5343.000
'5883.000
5894.000
591'7.000
5937.000
5956.000
59?4.000
598;;!. 000
(::· ().;,;~7 . i) 0 0
60'/'4. 000
i:;l 00. 1)00
.~,-t ·tl. OHO
b 1 ~j.(). 000
6t.'?::.). 01)0
61B2. OIHi
62J.'.l.OOO
6Z::n. noo
.',;~44.001)
6250.]00
?62' 0(}0
'/6;:.:.noo
\6;;!~:~, I) 0 ()
;~'/6?. 000
;~1/(:.9. 0 (} 0
:3:556.000
5!3?4.000
~i3?4. 000
59?4 .HOO
0 .000
62~j I) . 30 11
::~tJ .:..-'00
.3 J.:! .. 200
. 31~. 3·00
3 15. 11) 0
3 1 ~~.<;'1J0
::; o:~. 7o n
30 '7 .10!1
.30 7. :~:on
:~o'/. ~:~oo
:.) () 8 . /;I) (I
:1 (11?., 0 ()
:~ 11. . 0 I~ II
3'.14 ' 1. 0 ()
.J 1 ;~' ' :~ 1) (1
T.t.~~. 900
Jl ·~. :?00
:;n 3 .1oo
:3 1 •t ':::'1fJ 0
:314.000
::312.B(.0
316.200
3U, .600
J06.COO
306.800
•l. n oo
:Jo'/. E oo
3(l e . ;:.~oo
I), (I 00
]'iO .?00
310 .40.(•
O.O!!I.i
3on. '?oo
30B. (-.00
zcre. :]00
3 1 ?.000
f',, ... . .-,.::;
HRK
E{ r~ t<
L C OW
·~·f.'.J flOT
t~ I • . .} I·:~ (I T
I~' } '.} ·t.l 0 T
~~ £0•.·.1
r.·~ .,,. .. :,
f.UH:
~RI<
TOf'
T()f'
BI':K
TOE
TOP
ALCAP LrX RM 93.1
t F..OW
R COW
L EOW
I~ F.IJW
FOW
1:! Ef:iW
L. i.::Dl..t
R FOt.-J
/I :, ...
. .
POt NT 1·--····-
,,.~,~s
. 1 .,
'-
1 I;
6 ·I .;
?
110 11
12
t3 ,,14
. 1S
16
ill;
t9
:.1;~
22
21
·-. .}· 1':14
·.,,. ~5
2~
; ...... 1''7 · .. : .28
~~9
Jf)
1 '~1 .-. ~-'
. :-.lj ~.;.
3 .·3
~~~4
.. · 35
36
'I}:' ' 38
39
4n.
·1 ·41
',42
4 ~l
.,44
. '4'3
46
.. 4 7
1 \48
. '49
~:;·,
I ' .
:'->· .> ...... , .,,
~•ction d•t<1: n.ooo
15.808
t9.flno
34.4101J
1;5.000
91f .Ooti
119 . 0(1f)
149.1)1)0
190 ;nno
216 .. 000
247.nno
271.~00
~7&.000
]2"7.fl0ft
418.1l00
491 •. 1)00
S25,Rf)0
b25 .oon
667', 00(\
680 . .,,.,
?~~:r . ono
??5.001)
et?.crno
~9.080
9H4 ;t00
'~a7.e"o
9~0. ClOG
??1 . I)I)G
100~.000
1055.00R
1 0'9?. OCIO
tt 02.. noo
1150 .. 000
.1-t 8? .. , 0,
t231.000
1290.000
13~5.000
1J90.f)ftl)
1442.000
149J,IJQO
153~.000
1554.000
157~.000
1721.1)00
t?92. fiOO
t~O ... I)fJQ
1839 . .000
187R. tlfJO
1949.000
201)?.000
·"''· .-···•· , .. ..... ,, ,.,.
'Y' 1H·:StP )' p T T fll I I
! r ..
10~', 01) ALCAP l .f.~-: PM 9~ .P.
'!.,'3. 1 , .• , TOP
299 ,.,0f) ,_ row
~n~,C?On RlV Y:fOT
2~4.JOO Rt\J lOT
2~4 .':)1)1) rnu ftOT
~9,.4.00 ttl '·' lr)T
296.~,., R i •• tu:rr
~6.900 i:UV BQT
29b .'5.00 P.:ra..• JWT
2'1,.~.,, IUV tUlT
2~~. '?1.-n R £Old
100.9fl0 TOP
381 .2·00 ns
l,02.0ft0 BP.IC
30:t.201 GS
3A~ :2iln .P.I(
lll4 .!iQ" f«RI(
30~.300 GS
~nii).~OO £tR.IC
JQ-4.100 Tt;P
300 .~f)A Tfl£.:
100 .. ~,oo r.r;
'leo .eo ·o· TOf:
:lri.2 . ~no T'lP
30~. ~;on G~
302..400 BPI(
l01.400 L E OW
JOt. HIO R19 BOT
301).11)1) Rl'J SOT
299.600 PIV t'OT
299 .200 P.IV ~OT
297.'5 0A P.I V -aor
?.~5 . ~inn PH' 80T
::~93. :?no PlV ~OT
::!?1 .• ., , f) P.IU £cOT
2'.~1 . 1 on P.JV BOT
29A . .JI)f) Rl'•' BOT
290 .!lfl0 RtV l!OT
?~A . ff nn R H J ~ot
~?f.h 4••o Rl'·' POT
2~9.snn P. l'·' f~OT
301 .bOO R f.: OW
30].401) GS
30~! ,,, 0 TllP
'30t .401) Tor.
3Gt.POO TO£.
302.800 TOP
3o·J .• ~eo GS
:JR~.ann FeR I(
. .. -~ .. . _,·,· .. ,_ ... 'l·· \ .. :-.'·:,·· .. ., ·-: , ......•. ,.·· ~ ' . · .. -.. ·· . : ·-~-. : '·· .'.' . ' ... ' : '· .. ' ,. ~~.;
'I· ' ": '
20?~.0.00
2o.J ... ,.;
2152.000
2Htb. o·oo
2~J.Of)O
23SJ.Q40
239~.800
2 -4-,,,.tOft
2SS4.101
26t8 ,;i).,.,
~-,.40. ~~--
~-1,61). n tto
2.685.,·000
2111?.ooo
2902.-000
~9J2 .. ~)··
3010.009
31~5.900
:3166 .. 000
:l't93. oiJtt
1223.100
.3301. otft
33?~. ,,.;.,
J4~8.01lll
3.? •. 000
3~90 .-eo f)
3Stt.C'OO
352l).eij.,
JS?t.ooo
:1!57a . no.,
3S?6 •. 900
~59o· •. oon
3592..000
36_31 •• ,.,
~~82.oon .
375~. 1)1)0
3804.001
~._ .. 2 •. qoo
3~~t.:ooo
J9'l0 .. 000
-4096.000
42t 0. f)()f)
4309 .008
4399.001
4446.000
4S32-· ooo
.5.94, OJlO
4~5?. *'"-4?15.-0.00
4'75J,40tt
4ena.ooo
43:1S.IlQO
4865.000
4892,1)00
495::1.000
5026. OfH)
5091.000
51 :J1 . i,,,.
5i(,9,800 .:-·· .. w?,'84.000
JOt.91JO
.'JfUt. 000
:10,2 0 :?.fl 0
Jf)0.2.1)1)
Jri2.]00
302.9,0
3 ... 0.01)0
:10'\.1)1)0
311~-~. 41)(1
~~01 ,(;)QO
298.?00-
29?. ?D .O
:.: .. ~_9.200
300.20~··
3_rq .200
311.100
303. SilO
Je~;to··o
3o3.7oo
382.?00
3"1 '900,
30;!. ~00 .
l02.:1iHl
?.~0 .?no
29?.?0Q
2·~~.~)()0
29?. :,ott
302. ;:4Hil
30~.400
3.04.900
:305.100
Jl-·. ~I) f)
3Cl1 , 9(H1
301 .t.I)O
jgJ,bOO
~-03. ~00
Jol·.~oo
2-9~. 509
Jot . ~':;oo
l03, 0CHJ
300; ~)flO
29?.?1)0
29FJ.?OO
2.99 , ~.~-oo
302.400
~102. 31)0
Jl)2 .100
]1)1.~00
30~.200
303.101)
Jn2. ~~oo
J,J.tQn
30fJ .2tl0
301.61)0
301.500
:302.401)
~~~ .. bG,O
302.800
301 .• 700
.30~.41)0
GS
lfRK
9~1(
lfPK
GS
J:cRK
9Pit.
en
GS
TOP
TOE •;s
'fOE TOP
GS BRK
GS
POL 1
TOP
·r()F: cs
GS
BPK'
c~
r;~
TO£
TOP
TOE
toP
A~.G PT 1
TOP
TOF.:
ICRK
G.S
G~
BRK
(fRK
GS
G.S
r~s
9RK
GS
BRK
'BAt<
9RK
fCRK
8Rt<
P-OL 2
TOP
TOE
f.IRK
GS
BI~R
J(~l(
-GS,
r'oP
·.~• .. ~... . . -:· ......
~-. ···:.~ .
.~: (~.",· .... '., ..• ~.: :. ·e: ?~·
l /·'.;.o .I
x.l .it-t
'''119
• ... ,,t2'Q
'.·.·.5_·'1\ ... ,t. . ;:·· ~ ·'~. ~-
'· tZ2,
1·23;
:1)'2 -4
12~
12b
:/1~-~~
·. 129
.. 0130
-~ll:Jt
.. 1;l2
133
·:-:II~~
136
'~l .i~~-
139
. 140
·o:.l}!~
1'43
;~l:f:~
. t.~h
· ... 1.•-\7 :'l~·t4A
'l49
. 1 tifl
··ltS1· : .. :'t!i2
tfjJ
:I,~;~
.. tS6
.,15?
cc:l,tse · ... 1·59
u~o
;·;:1 -11~! .. · or .•
163
l.··.f6~
;--~ l '65
~-.··166
' ,. 1.67 ···Sif:;
.. I ·.
........ , ..
~2-t:!. onn
·S~b1 ., hOlt
!i2'95. oon
'.53Q.SAt'IO
53_~·~·.-e'lfo
~3«!.9 ,:Goo
-S-492,:000
549-..·.non
s5t:b.-o·oo
·ss~7 .. nott
S56?.0tUl
~59:J.QO,o
56-42.000
56a9;oon
57;30 ', t\00
:'5785 • o.o.
saso -.noo
$90'3; • .,,
5.95?.noo
~;,:;;·,-, . ""'" 6oJ4.o'oo
blib3', QQft
,-ct-:""4 .n·oe
l.ttll2.ftiJQ
btJ9.400
b -'173 •. 009
bt82.000
619~.oon
6201.01!0
62JJ. croo
628t.OOO
63H, .llOI
633,.4.0,00
6354.00ft
6361 .0.00
6399 .. Ditn
,42t .. troo
b443.R.nct
64S2.bRO
64.72.08.0
651•1 ' 000
6556.000
6b10.000
1..65l.OO'O
6699.ono
67J9.000
6??9.00.0
6813.800
69-47.000
~;,·e7n . .,,.,
61387.0.,0
690?. . C)ftJ)
69~1;~. 000
1,963.C)C)fl
?Ott.I'Oit
7044.001
'701,1.000
if)'9J , .. ij 0 f)
7to?.nno
71'12' 000
···,. ,. •••• :·:.<>"<
3A t. lO .it
~l OO. C)iHJ
299.t00
JIO .-'i'OO
JOt .COfl
]Qt,f)OO
lOO.f)OCt
:?99 .t;no:
21]9.1'00
.J, 0 •. 9.0:0
J!f1 ':?0 t,
30'2.l0f)
3o~.to.o
:]01..200 3'oo . ooo 3,0~f : •. ·?f1 0
29.('~. t no ·
30.&· .::(ffO
29~·. '1,.~,'tl.
2.9~.4·0
2?h ' 0 lift
294 . bllO ·
29?.~·o'o
304 ' 2.,.,.
30~.200
Jn3·. ~,,,-
iC)l .. ,n.o
;J iU : .~?<0.0
303 . ~oo ·
3o3.J)OO
3~J.(1I•t
301.100 3o2 .6oo . 3o'2.~~i
3nJ.flOn
3,3 .~1)1)
3~3.200
383.?QO
303.1::.Qf)
302 .5tC)
301 '000'
3e1.·,'iCJo
3tH . tno
~,9,50~
29fl' 41)0
297.enn
2.97' 00J)
2'9?. 0.00
2.9~. 4fJ.O
29~. ~1)(1 ·
29~.401)
~97 .900
302 .100
301.1,1')0
300.?00
?.9t'l. 40'R
298 .~~0;0
:~99' 41)_0
]0fl.6U(l
~~ f):J:. /.,., 0
TOE
r;s
TOE
TO~
'£tfll< Gs
TOP
TflE
Tflf:'
rti.P.-
rtf'..K
f.r~'l<
.Gn
£(~k
f,S
·.~-~---..
.FJ.{ll<!
.-: ........ .
:Tm~~-
ftlfl( ,· ... c.:/r:ow ·
R·:hii'IcOT
Rnr:.aor
ll./F.:ow ·
TOP
POL 3
~t o~
toF-·
TOE TOP
cs ·
c;·s -
tcRI<.
8~1(
tnr.
foP.
G!:t
IRK
f.c~~
p'riL. 4
8Ri(
!t,k . Gs·
f.Cft 'l(
cs
cs
t t ::()tJ:
kltJ .. (ji')T
Rt•J Iio·r~
-.. -· . -, . •• : !.,.· ~. ' ••
IH ~J 'Ff.OT~
R I'J. J:40T
RltJ -.. or
R . ECttd
TOP '
TQP
'1.,.. r::~.~ ..
·~-~~h:~~T
TQF.:.• ..
ro~·
: . ~-
)1·''' .. ·
.. :. -.
~~; ..,
: ~ · .. -
.,,1-' :. ;"
,I/
_,(, ..
···:·· .. ··)·, .. ··1'' y '-·~ =:
~-:-·::·
·<, .:i;:-
:~'1 ,·-' .. _.· -·
·.•·.:_;.-~ --~.:~~ ··'·1 ,.
~:·:·.'
, __ :,_.;.·_ .. ·,
' ..... ' v:
?1•34 .'o a.o'
·.?,SS.JJOI
71,92;;0110
'72'79.500
4J urf<tc• dat•:
t9.~~~
2"7-1 . 511)
9?-i .ooo
9.1t.leo
1~.,,. non
2~1". ,.,.
2619.000
2?1)1),000
6 .006.000
6004.BQn
607~·. 000
6'739. n·oo
6739.000
6~_12 . QQO
'704 .. : .. 0QQ·
'78"44 i 000
'709J.OOO
o.oon
1~79.500
~··
303.7.00
:I '.BJ. no o
301 .1'00
] .. 4.380
299.70('1
29?.7 00
n.oon
JBt .... .,
3nt .6nn
P.OC,!t
30fi.OOO Jtfn. ,.._on
0. OOfJ:
2t?.4o·o
29?.4011 , . ,,,
29'7;fioo
29:1 , •••
0 .00'0
2fil•1 . 418
299 .400
...
290 .300
305 .300
8RI<
GS
GS
ALCAP LRX Ptt 9 t • 9
L EOW
R EO._,
l EO..,
P E:ow
APRO)( L EOI."
Af_)RO .V. R f:OW
L EOW
R EOW
L £OW
R EOW
L E:O~
R EOW
~~ .
,.I -
POINT
--~---~-
'X'
226.008
215. PGO
3~9.000
379.010
~2l. GOO.
4?4.000
503.000
540.000
56t.nno
~99.000
626.000
631.000 6l?.oon.
b?5,000
721.000
738.000
??6.000
812.000 a2J.ooo
849.ll00
812.000
903.800
940.00Q
980.000
103~.00ft
1080.000
1"110.800
111~.000
1117 .000
1123.900
1132 .000
113:';;.000
tt~9.00fJ
1209 .000
1213.000
12/,0.000
CROSS-SECTlON PtOT
SUStTN'A HYDROCRAPH1C SlJRO(Y~
19~4 cross· se.-: t ion l.RX 90 . .t,
'Y' --------·--------------·-"'-·-
241'f, . 9 (I 0 ALCAr LP.X Rl't 90.6
29.~.b00 TOP
294. :!11.0 TOE
295 ,:too 9RK
29J.?Qf) L EOW
29t.slo fUV £io1·
28~.~·, RTV BOT
284.51'0 RIV POT
281.1,00 ~IV BOT
287.60. RJV BOT
290.500 RiV tcOT
291.510 RIV fCOT
2?1.700 RIV (lOT
292 .. 400 RIV tfOT
29:!.7()0 RJV BOT
29~.600 R EOW
294.~00 GS
295;400 f.t'Rt<
296.300 GS
295. too TOP
293.300 L .-:ow
290 .6011 R-IV 8QT
290.41)0 Ri:V tOT
291.580 RJtJ ICOT
291.200 P.lV BOT
290.200 RIV EcOT
291.200 RTV fiOT
2 .92.600 RlV BOT
293.200 Rl'J BOT
29J. :~on P. EOW
293.900 f''l:'· ·•·> & 1.. £()1..1
292 .611Q RltJ 90T
290.10(1 RJV fCOT
299.100 RlV BOT
266. 7JU) RJ~ SOT
290.900 RJV BOT
29i.60B R r::ot.~
29'7.200 TOF)
296.900 Afi'G PT 1
296 . Mtn TOP
295.?00 TO F.:
295.f'on GS
29~.980 TO F.:
296.~t00 n1P
297.:?.00 f;!l
~~ .
,.I -
POINT
--~---~-
'X'
226.008
215. PGO
3~9.000
379.010
~2l. GOO.
4?4.000
503.000
540.000
56t.nno
~99.000
626.000
631.000 6l?.oon.
b?5,000
721.000
738.000
??6.000
812.000 a2J.ooo
849.ll00
812.000
903.800
940.00Q
980.000
103~.00ft
1080.000
1"110.800
111~.000
1117 .000
1123.900
1132 .000
113:';;.000
tt~9.00fJ
1209 .000
1213.000
12/,0.000
CROSS-SECTlON PtOT
SUStTN'A HYDROCRAPH1C SlJRO(Y~
19~4 cross· se.-: t ion l.RX 90 . .t,
'Y' --------·--------------·-"'-·-
241'f, . 9 (I 0 ALCAr LP.X Rl't 90.6
29.~.b00 TOP
294. :!11.0 TOE
295 ,:too 9RK
29J.?Qf) L EOW
29t.slo fUV £io1·
28~.~·, RTV BOT
284.51'0 RIV POT
281.1,00 ~IV BOT
287.60. RJV BOT
290.500 RiV tcOT
291.510 RIV fCOT
2?1.700 RIV (lOT
292 .. 400 RIV tfOT
29:!.7()0 RJV BOT
29~.600 R EOW
294.~00 GS
295;400 f.t'Rt<
296.300 GS
295. too TOP
293.300 L .-:ow
290 .6011 R-IV 8QT
290.41)0 Ri:V tOT
291.580 RJtJ ICOT
291.200 P.lV BOT
290.200 RIV EcOT
291.200 RTV fiOT
2 .92.600 RlV BOT
293.200 Rl'J BOT
29J. :~on P. EOW
293.900 f''l:'· ·•·> & 1.. £()1..1
292 .611Q RltJ 90T
290.10(1 RJV fCOT
299.100 RlV BOT
266. 7JU) RJ~ SOT
290.900 RJV BOT
29i.60B R r::ot.~
29'7.200 TOF)
296.900 Afi'G PT 1
296 . Mtn TOP
295.?00 TO F.:
295.f'on GS
29~.980 TO F.:
296.~t00 n1P
297.:?.00 f;!l
tOb 3:!7 f .. o IJ n ;~~5. 'iOJ P iV BOl
4n t29EL 000 29~.4(ln cc .. ... ., 1329 .000 2~b.9no l;!l
•e 1162.1 on 2.9':'. 10 0 POl.. 1
49 13?1.000 297.000 TO.P
""IJ tJ75.nnn 293.680 l. EllW ·~·· St 1'383. 000 291.5Jl0 RtV BOT
52 t .392. eon ;:~91 . ~1)0 RIIJ f:COT
.5:s 1412.000 291.1'100 PTV BOT
.·54 1431LOOO ?.9~.~100 IH'J BOT " .. 1443 .001 293.60(\ F .:nw 5~
5t. 1469.000 2Q4,410 liP. I'
•si' t54b .OOO 295.000 r.s
5S 1'599.000 ::~~~s . ~.n n [cFIK
59 tbJt.oon 295.100 TOP
61) tNS9. noll ::!9 ']' '51 f) l r:ow
.61 16?0.000 293.000 I..W PT
b2 1~?9.f)QQ 29~. Sftf.\ P. £OW
. l?J 1'726 .. 0.08 i!?4.70il ftRK
.. 64 t"Jb.4. 000 ~93.5011 L r:ow
65 1800.000 :?.92.'?00 I.,.W PT
66 !Ill~' 000 293.510 tt ,f-:OW
.6'7 1845.000 294 .501) TO"P
~8 1861.000 ;~91. !500 ~RK
69 t899.000 294, ?flO r;s
•'~ 1933.000 294.100 ItRK
?t 1958.000 294 .700 ltRK
?2 1986.800 29~.'700 f(RK
?J 2810.000 294 .300 BP.K
•:-'4 2021. f)"Qfl 293.800 GS
?~; ?.0]1.000 292.'?00 8RK
?b 20A1.nnn 295.21}1) (.~S
e77 2119.000 29,; ~)00 TOP
~f3 2tl8.ROI) 29~.?1)0 TOE
?9 2162.00tJ 293.900 Gf.;
.on 2109 .. 000 293.t.on H1E
,.,91 2202.000 294.b00 1'0•'
92 22~3.bftl) ?.~ .. 'anr. POl .. 2
~3 2285.000 29:J ' 9(t0 TOP
•A4 22~"'.008 ::.!9::! ',..,, TflE
!)':) 2323.000 292.40(l l!.Rt<
St. 2343 ,'0()0 i.!91 ',,f) f) TOE
WJ? 235(t.00P 294. o••o ·rrw
9ft 2469.000 2915 .000 f{[~l(
3(;1 24?9.0110 294.000 r.n
90 2590.000 294 . '!Oil TOP
~t 2602.l'll0 ~92. ;:,oo TOF.
92 263/, . on, 29~ .200 (.~~~
9 :J 2&80.0CJO 292.1tl0 [cRK ., .. 2?t?.OQD ~?91 . 400 TOE
Qc:·
' ,J 2?51.000 292.40fl TOP
~b 291'5. IHlO :.'!92, ~ llO ,.., ..
• .'l '\.1
c>? 2912 .000 290.'700 f;S •• 98 29b8.400 ~~~·n. 7nn POL ::;
99 2995.000 2~?. ~;oo L EOW
100 30t:.1.0f)n 2Bfl. t~O 0 RPJ Htn
~-Ot 3042.000 ;~H9. 400 ~PJ ltOT
tO?. 3078.000 :.?98' (ll)f) Rl'.' ~OT
1 o :.1 3112.01)0 289' 100 PJV ~OT
•104 3161.000 ~~A?. 21)0 Rl'J (tOT
105 1215 .000 ~~,:)7. eon R l\) BOT
•
t'29~. 00,0
... -· '. '"•
4n ;~·~. -4fl0 cc ...
-~:~ 1329.000 29b .qoo •;s
1162.1110 ~9':'. tt, POl.. t
49 13?1.000 2~1. oon TOP
.. 51) t375.1lf)n :.!9 '3 i 60fl l. F0'-1
1s1 1383.000 291.51l0 RIV BOT
·52 1392.10., 2 91 .?.1)1) RIV rmT
5 :~ 1412 .008 291. fl0 -0 Pl\J tcOT
~~~ 14:,l0.110 ::!92.'. :100 ~:[•J BOT
t443.noa 293. !:;1)(\ F EOW
5 b 14~9.000 2'~4 . 410 f.IRK 15'7 15'46. ono 29~.nno GS
·-se 1599.01)0 ~·?s . .t.on (C~K
59 t6Jt.Oon 29~.tlt0 TOP
60 1659.01)1t ~-9 ~1. 51ft L r :ow
lb:t 16?0 .000 2 93.000 t.W PT
62 u.19. f)QQ 29~ .su P. EClW
~3 1726.000 i!-94 .7011 tcRK
164 17lt4.800 ~93 .501) L EOW
~~-1800 .000 ~92.701 t,.W; PT
t:.n un~·. ooo 29J.sto. • EOW
b'7 18~!;.000 294 .500 TOP
l6e 1861.008 ;.~9l. !50 n 9RK
. 69 1899.000 294. ?ll'R GS
70 1933.000 2C?4 .1 00 F.eRi<
. I'• 19~8.&00 294.?00 tcR~
. '72 1986 . n.nn :?9~. ?OP fCRK
'73 2010 .000· 294.3 00 BPI(
~, .. 2021 .1tRII ~93.900 cs 'I,.,. 2011.000 2?2.'?00 BRt< , ,:}
?6 201:n . nnn 295. ?.Ill) (.;S
77 2tt9.000 ~~,i~ .. h(l 0 TOP
I~S] 21 J8 , OC)II 2 9~. ~~on TOE
79 21e.2 .noo 29~.900 GS
on 2199.001 293.t.nn TOE
1:~ 2202.000 ~9-\.bOO lOP
2243.-'tiU :'~4.91UI POt .. ., ....
~3 2285.000 291 .9,10 TOP
-=4
22~"'.ct00 ;~9~ . .,, , TflE
I:' 23~3 .000 292.4"0 P.RI< .J
E~b ?.343 .000 ;?9'1 . bll 0 TOE
a? 235().001' 2 94. 0f)0 ·rru•
l~ti 2409 .000 2 95 . ,.,., f~Pr.
3 9 24?9.000 294.000 G5
90 2590.000 294 .2.1Hl TOP
'~ 2602.000 292 .::,on TOf.
26~ll) . I) " I) 29~ .200 ('C:' .. , \
9] 2&90,000 2 92.1(}0 £IRK
114 2'71?.000 ;~91 .4HO TOF.: ~-: 27'51.000 292.40R TOP .r .. ~•
96 231"5 . 1)00 ;.~92 . ~ nn ,..~ . , .;)
9'7 2912.000 290.'700 r;s ta 29b9.400 ~~c.•n . 71J n P-01.. 3
. 9 2995.000 2 ~l 'J. ~;o o L. EOW
100 30t::l.01Jn 2A.0.900 R1 1J BllT ,01 304~~. 0 f) (l N l 9. 400 IHIJ ftOT
. '02 307ft. 000 :298. ActO "Jl,.' HOT
teLl Jt12.000 2ea .1 oo P l V BOT
104 3161.000 ~~A7, 200 Rl• .. • FQT .Jo5 3 ~15 .000 ~~e7 .eon RIV 80T
·I
'32?t;;oon -
J3t9.flOO
33-6?. onn
J~Ob, OltO
3·~2.1JOG
348l.eio
~SII .OfJtt
3SI7.000
3St6.401
surf'~c• d•t•:
65.000
503.00ft
bJL 800
631.00.0
8?2.000
911 -~. 000
?0].000
1114.000
137!;,000
J.~?5.010
t~~J ... OO
1659.080
1659.00t'l
1679. eo·o
1?b4.000
176~.,,0
1835.000
~99'5.080
2995.000
3507 ;000
0. OOiO
3516.40\0
-l•xi"u" 'X' seal•·: 1" = ~02 "••i"u" 'Y' sc•l• : tM ~ ~
--~~~.'7(1J
:?.8~.800
294.1)00
2?9 .60(1
~79.200
2e..-.~lln
:!8?.?00
289 . "~'lf'l
~q4.110't
29~ .?-on
29'1.600
n .OOII
~9 ~3 .3.0
293 .31)0
o.nno
2.91 . J,cro
293.600
11 .1)0"
293.61)0
293.bl0
_ t). ttOI
293.~08
~3 .51Q
11.000
29"3.581)
29~.500
O.BOI
299 .~00
289.?01
2'18 .:1.00
29?.:?0,
i'lV BOJ
R!V lOT
P. 1'-J Jiot
RJV I:COT
RtV IfOT
RJV BOT
RIV tcOT
R ~ow
At. CAP l p ·:<
L. E:OW
R £OW
l t:::ow
R EOW
I. ~::ow
R f.GW
l EOW
R EOW
L EOW
P. F. OW
l EOW
' EOW
I. EOW
(fGr 8.5 by 11 for"~t)
(for 1L~'i b., tt ftr-.. itt)
P-H 9f),(;
'32?t;;oon -
J3t9.flOO
33-6?. onn
J~Ob, OltO
3·~2.1JOG
348l.eio
~SII .OfJtt
3SI7.000
3St6.401
surf'~c• d•t•:
65.000
503.00ft
bJL 800
631.00.0
8?2.000
911 -~. 000
?0].000
1114.000
137!;,000
J.~?5.010
t~~J ... OO
1659.080
1659.00t'l
1679. eo·o
1?b4.000
176~.,,0
1835.000
~99'5.080
2995.000
3507 ;000
0. OOiO
3516.40\0
-l•xi"u" 'X' seal•·: 1" = ~02 "••i"u" 'Y' sc•l• : tM ~ ~
--~~~.'7(1J
:?.8~.800
294.1)00
2?9 .60(1
~79.200
2e..-.~lln
:!8?.?00
289 . "~'lf'l
~q4.110't
29~ .?-on
29'1.600
n .OOII
~9 ~3 .3.0
293 .31)0
o.nno
2.91 . J,cro
293.600
11 .1)0"
293.61)0
293.bl0
_ t). ttOI
293.~08
~3 .51Q
11.000
29"3.581)
29~.500
O.BOI
299 .~00
289.?01
2'18 .:1.00
29?.:?0,
i'lV BOJ
R!V lOT
P. 1'-J Jiot
RJV I:COT
RtV IfOT
RJV BOT
RIV tcOT
R ~ow
At. CAP l p ·:<
L. E:OW
R £OW
l t:::ow
R EOW
I. ~::ow
R f.GW
l EOW
R EOW
L EOW
P. F. OW
l EOW
' EOW
I. EOW
(fGr 8.5 by 11 for"~t)
(for 1L~'i b., tt ftr-.. itt)
P-H 9f),(;
·t·
········~--»~·········~·****~*
I
I
.1 .......... ..
~~;:~ o ~=;s
... ,
~)
·--::~ 1 ..
' '~ .. ·
l ' . ' .I :1~ ·: .1· ~--. ...
16
.1·· :_::~
"! . .~ • .••
1. ';.'
-~:~:·!
•.;.r·.
' '···'·
l .. c:_,.:~ .....
.::.: ·~·
:::.t::.
Jfl .131
,"l J"''•
.... •I ••.
·::r··, ,) ..
I ·
'X'
I}, fl (i!)
;_; • I) 0 f)
-~ 6. (l.() 0
;,:l. !. . !! " 0
;~~B. no o
2~?. I) 0 !l
3b.ir00
46.001)
l:.J.UOO
1'.1~!,.(100
14:1 •• 000
:1 ~ .• n. 1) Oli
1 8(:~ . o on
:i:i\::'.1)00
:~ :i-~: ,-~-::;~T:~::·;~ f ,,
::.!;::•a. ontl ::\
:,~ip:: . ()() 0
:2 ~; :.·:: ' li (I (i
;?.64 oon
:!.En . oo o
'3L'P.OOO
361). l)l)(l
·::;;:;f:,. 0 !) 0
~:: ~J' ,) . !)I_) !)
~-~·.;··~:~ . 0 0 0
-'l 0 ;~:· . v !) 0
:q'-'. OIJU
4.:~·:;. no (I
461:•. 0 Oil
4a::.::. ooo
4~tB. 000
49~;. :7i00
53:·~. 0(10
~)71:;.0!)1)
60(/, 000
63B, 60{)
b7::~.oon
T:>:~, :~-..0 II
74;:i,()l l!J
'l4H. I)!_! I)
'J f:·. ·.t ' \1 0 0
'??'!..000
Bo .·~.ooo
B4~>. 000
:~B9. n no
SUSITNA ~YOROGRAPHIC SURVEYS
1984 cross ~~ct1on LRX 8~.7
:!.<-! () ' [:, 0 0
;~91), '?()I)
2~P .1()0
;_:?.H1., 7()1l
2:lB.OOn
2'// '600
;=:~~~ ' {:.(I()
2'7~!. 600
2/'?. :?0 (I
?BO . 0 0 0
27t~' 000
2?'/, 000
27'/' ''/!10
;_:_~:lO . 2 0 0
::.t~5. :7.•1l (l
;~~n6 . 1 on
~~1:~~-J ... ;.'e-o
·.:~::$4 'f.:. 0 0
~-~ 1.3 ~-~ ' ~.:.~ 0 0
:-.-.~H6 . ;;:·t_:; 0
:~~Uf.,,I)Ot!
;,:.:~ 1~2~ , 6 1.) I)
::~tjt ... ' -~ ~~ 0
,?:~ :.:., t .(~ l) '_l
:,:~!:l:5 .. '·, 0 'I
;.:.~~~1 ! :~.I) 0
:~:;n. -~ ::1 o
2B1 .;.~oo
:,:a:-=::. uno
;~n4. :.'.'no
;-~!:>,4 ' :'.:i I) 0
:2H4. '/il(l
;:~04 . f·;.l) ()
::.:n:~~ . u o o
zc·-~. 40 o
:28'5 ·:'no
2:::!-~':.i' {)() ()
;;_~!:; 4 , B (I II
;,->~:), 1 ' 6 0 0
;:! '? '7 . ~:.• (i (l
?'/5, (IIJ 0
~??:.::.I'? 0 0
;·_:::::-:~ • '.1. 0 0
:2? -:4 , 8 (I (l
AI.CAP
I'(IP
t-:<~1(
'f.: I~ I<
TOt:::
L r:~ow
'fCOT
~~ EUI,.j
G~::
HI< I<
Fe~ i(
I...W PT
Al·(K
TOE
TC!P
Bt:w
TCI··'
TOE
tnf:
TI'W
-i~l<' j(
'fl:? I{
ANG PT 't
TOP
:~:I~ i·~
fl)[
Hh''<
l oc
J'(IP
~, ~J C:: p T ~.::·
, .... ~
' . .'!;··,
t .:B
t:-·[Jt ...
lOP
t:: I·( I~
I !=:.0(,1
IHV IH:!T
!-: ·1 \) BOT
1:{ I'.i f{f)T
R J t,,l BOT
,· .. :;
I ~'/
48
4(>•
50
I 51
~~·; ;,:,~
·s~.\·
I 5 4
•!!'I', Jd
5t.
~·-"#
I ..J .•
:::;8
~~; t_;•
.:,o
I f:-:1
6~:.~
:S ::~, • 64
:~ ~ .. .J
:)t..
S'!
I 68
{:> (j'
"/0 ,. '7'.1
•")#,.,
• 4..
/':·i:.
. '/4 II .... J.:.-
/J
'/6
.. "}. J
' • '/ <:~
'::'?
:::J(j
B J ..... ., ~$,: ..
C • ' • .• 1· .• •
~:1-~ ··3'" . "·'
::jb
t:~ ·; • B~3
8•.:·
•) I!
';) 1
·o·o•'\ ·.r ,;.·.
'..l ·:'•ter .,
, .. ,
.:. .4
9
li)
.1 '!
•
~ ......... : ... il •.rl '
·-;~,1.} O:J IJ
CJ•j'~! 000
t 0 2:1 !JOO
I085 uoo
1169. OliO
1181 000
1232.900
128b 000
13b4. ouo
141 ~1 • 000
1431 000
~4?4. 000
l ~.; ·t ~.:; . 00!1
t~S6S) 000
t 6~19 0011
1 74;2 1)0\l
1!3114 . 000
1 B53 II 01)
194? ' 000
;.~oos. ;3 0 0
2044 oua
<·.~ () '/2 ' 1)00
2lHl2 0 f)()
209?. 000
21 1 4 000
;;?t ~~0 1100
21 40 () () ~)
;:?.1 :7i6. 000
;= ,, 4/~:~ 000
;.:.~1.H 5 ' f) I) 0
:~2 tl () 0 f) ()•
:.:?;:.~.)H I) It()
22\·:'/ 000
~~~ \.~ :·3 1 n u r;
:.;!3'?9. noo
~:.!4 ;~4 f) I) I)
24fl .'~ 000
;,:!:':'i:5~:J 01)0
2~5 ·{).'4. !j f) u
:~b 41 ) 1.)00
:~b :::;t:$ 000
~?.'?;,:~ '! (llj I)
2?~-~h 0 () 0
2'73:] ono
2744 ()() 0
27~0 • ·~I) 0
SIH'face da~a :
2'1 o O.fJO
46.000
7 ~d o0!lfl
7 61 '000
9'?'>'. 000
;.~· '.! :,:) 0 . 1:1 r) 0
2 '· ;.?.0. irO B
;,:.! 1 ::;~;:. 0 0 0 ()
21 a~). oo o
<.~ 1 !;!~ , ftll H
2 '73!, 0 (} 0 0
.. . . . ~ .. ·.:
2'/? . ilf,l"
;~?7. ::;o a
2 '/~:~. ,)(1 0
:.:.~'78 0 :?0 0
2'/~~ o B !Ht
;?:l2.31)0
;;:.~;~;;! . ~;ll,l ()
;.=!t.~:=: 0 9 !)0
2'H. "·d)ll
~:?:3(1 .1'00
2:'9. ;:u o
:~7B. 1. 0 0
:?.T?ot>OO
~?~?.01)0
:~'?9. ?U (I
;.~::~1 .40()
:!f! 1 . tl(l 0
;.:~81 .4 00
2H0.100
i.~:lY. 5"0 0
2'/B. :)00
:.:us, bO 0
2'/H. O(Hl
::?'?7. >'O 0
278.0fitl
;]::-'7. 6 00
2'/7 0 (i {) ()
:.~77. 6 00
:2'/i:f . ~=~no
27::.·· '.<'l 0 ()
2:?::!. . H \l II
:::be. ·/no
266 . !:(1 (I
;:6(3 • .-\0(.1
::. ·~' i)l • :7dl il
;~:;'0.1 0[1
2'70 . ::'.(l 0
::il-,.t1 0 j .. [I
2'/l.HOfl
; .. ~?4. 6 1i 0
2T~ o8 00
:72. ')0 0
:~'? 4 . :.:) iJ (1
?·?:-:-. ;~o ·o
;~~f.lO .1f!O
~?.H . .L 600
2'/7 .. ~)n n
277 .6 00
o . o 1• n
2T?. ~:JO 0
1},(100
;?.'.?:'. f:·,(lO
~~7:;·· 'i} ()!)
0.0110
i:."'.Tl o 400
;~??. 4 (1 0
;·. J ... ,P i·
RlV BOT
R EO I.J
IDF
HlP
AN_f.i PT :~
f'(:• .. '?\...•
TOP
Tflf·
Tflf..
TOP
l"•t:· :t .... '
P()l .. 3
GS
TOP
1. FIJi ....
RIV l fOT
~ F..O tol
L EOW
IUV BOT
R EOt.·.l
HIP
L EOI"'
~:!V T~OT
!~H.' HOT
R I V 8[J'l
RI\/ f-:I)T
!-:TV f.:(l'i'
!H'J B IJT
~~ J •.) f:ftT
RIV :f.~•rr
H 1'.) eo ·r
;<I\..' 'F:n ·r
t<) '"' r:<t:n
r~ H.' f<OT
I<:! \J (~:() f
!:( £[1 Lj
Tf\F
~r...GAF) u n< ;:!;"" r.::·:· ......
1.. EOW
r.;~ En w
L i:::o w
I·~ t:: 0 l•l
I . EOt.l
"' Lti W
L ::::nw-
R nHII
O.OiiO
2'?~:·0 ''/00
26o .e oo
2 90 .7fl 0
(~n r B.S bu ll ~~r~at)
(for 8 .5 h~ 11 foP Ma t)
, 1-....... -.· .-.-.·.· .. -............. ·.· .................... ,.. ··-.... ··-......... ·uno.···-.·.· ..... ·.· ................ -· ..................... -.· ............ ·.· .·.· ..... ·.· ...... · .·.· .·.· ....... ·.· ........ ········ ..................................... · .·.· .. -.·.-....•.. -·· .....••.. ·.·
I
.I
·I
·I
:I
:I
I
I
I
I
:I. J ,
:··1·. ..
PU1NT
-~-------·-·
:~-~ross
; .1
~~
-r
I~
\.,•
:1 ·;~
·-·~
. ?
. , 0
:1·.1-i.
·. 1 ;;_:·
l ,~·.
~~~
1 6
,;1'1.'7 · .. ·· .. , . • •• f..! ,.. -~·· . '
~ •, .,
·-~· •·124 ;. .~ .. '· ~ ·::. ··'
1 .:~·/
.. '"•(."• .·.·: ·~:-
. :.:~ ~~·
I ·~? ..
~.:. '7. , ••
•... •t-
4 0
1:11
;.•-:; , .tr ...
:.:1US .i.TNA H'Y:OROG:':~PHTC ~;u !;:·•:.:Fy ~::
er o s ~ S~ct1on LRX 8&.~
Date of S urv~v: S EPT E MBER 18. 1984
'VI
"
dat <.~: n.ono
~~~~.1JOO
-l !.7j' 000
8( .. , I) 1J 0
L~4. OHO
1.6 1. ono
1 ::'4 ' (J ()fl
:.~I)~~.:; 0 ll
237 . 0 ()f}
~:::m. ooo
:.~ 0,0 . PO 0
]:·:)6 . 0!) 0
:rr:, .. oo o
41~.000
42f.!. !}(liJ
4 3 4.ilfl0
45 ~~. 00 0
4':>1~' 00.
·::i:::i e . o o
611 . l) f)
7: .. :~~1.0 0
'7 4 1,,00
?9~), I)!){)
1:~7 1 .. f) 00
'?4 t::·' (10(1
1 u;~:n. •.i •J o
1. ft B 1 . :·50 i)
1, !)?il . 0 0 0
1 1)9:~·. 0 0 0
1 •.)•,;-•,;•. 1_1 0 0
1 '.1.0 1..(1(!1)
11.69.00 0
1261?.000
l32l-,. 000
1]';;6.01)0
J .:l;~3. 0 0 0
1450. 1)()1)
141?8 .090
1 5 5 :1. (I 0 f!
1 f., l ::~ . f) 0 ij
1666.000
1, 'i' :.::: i.:· . 0 0 !)
1 7'? i; . !) I) ()
1 B1J.OOO
1B?2,00tl
1900.000
1 '7'4 l.(!I}{J
1 '1~53 . 0 0 0
1 9(:.4. (I 0 0
., "( I
z:.,(}. 8 o o
i?.'/~:l. ?0 0
;_:.:'7:~. 1/ (l (I
;·_::73. ~-~ 0 0
~!.?3. '?0 0
;:~74 .~?Oil
::::·::· 4 . ;_•() 0
:~:T?. 1 0 0
277.400
;::7B. 301)
278. ';'IHl
2?B.400
;~'77 . f, () l)
:·~76. 50 0
271 .~-'n~l
2 69.600
~..!65.600
~~ .'::_. ;;: . ~:) t! 0
:.:~63 ' (l(l 0
;>64' (100
2~:;:-. nn o
;,?_6?.'?00
;~',7;~, 0 (l (I
2'7;_·) 'il-0 ()
::~73. (.,(I 0
:.·~?-~.01)0
?'/4. ;_:.:o 1.1
;._::~·'4' J (I 0
:.:::T!i .F:OO
!.".~?2 . ~;,·f) I)
;~7 ;_: 11 ~Ill
;,:~7~~ . :~! 0 I)
:.~'./1 ' 1 f l 0
;:! '? 4 . .-~ 1,1 I)
::.!'? .ot • ~:; ()!)
2':-'J.~','_;f)l)
2'?~? . ·:~ (.t (l
??1. ,~.f)()
27 l . 'l !i(l
~)7 0,-4 00
:,~1:1·.;:·. no!l
?6?.60 0
:-:~ ... ;, \.)'• I H 0 0
; :: {.~. 'i . ::_:: () ()
;~t-.B , :_;,(I 0
;:~(:;'?.{:;.I)()
2 6 '7 . :-' o o·
~::?u. ::-·o o
;~72. 0 0 ()
;~73. 70 .0
AI c ,:.p I h' X ;:n"
Ti)P
T(H:'
Elr< 1<
t .••..
,;~.:)
f.~f<: I{
TO!-='
TDP
r. 1:' ......
1.c :~ r<
.~ m; .P r 1
BRi<
Bt:~r<
BRI<
L. Etl\•J
P. I 'J I<OT
rn•.J BOT
I~ J'J BOT
I~ T'J BOT
RIU HOT
i:.O T ~) (l()T
i~' I • . .J t: () T
I~ ~· 01•!
r;s
TOP
TO C
fl iF
TIJ P
i'"' .r:~ ····"'·' r::s
fl!~ I(
l .. t::Ol•J
1\ ·;· 1._} (~ tlT
1~: IV B OT
PT'..' BO T
R l ') B~'lT
R T ',J (~OT
f( I~) DOT
r:, l v ,t:-: C1 T
::~I'... no·r
~~ :n.J ·f•OT
I~ I 'v' I•OT
r:n •.,1 8 0T
I(!\.! POT
R .f\11 BOT
r~ F-01..~
0 '-· ·-. ._ ••. I •.. :
'{I St
52
,I-~;
' ·.-.,,)
56.
:··.·1 :5 '7 . . ~7.il3
;-~~~
(,<;>
:;;• I) ·later
1,
1',) . ,_
... 3·
. 4
.~.1 ~ ... ,
. '
r ·,
. • .. :· -I
~I·
:I
·I
~I
I
I ·
l'l'Jtl.OO:l
2005.000
20s.s. ooa
2149 ' ')00
2197.00{)
2198.000
2244.' (}00
2294;0[)0
2335.000
2400.000
247t.tl00
2~i55 . ()(I 0
2~s::;. ooo
2!.;53 .. 000
26 ;:..;::: . 0 0 1.}
2675 .00()
2'7 (It-. 0 i} 0
~?.:741) . 0 li I)
27~:i6.000
2780.'10[1
surf';~ce data :
4 29.000
76:3. :JII 0
1'.39h.Oil0
'l ::~'ll;, li IJO
1.964.000
~!.675.0 [1(!
26 '/~.::;. 0 (}I]
2'/40 ' I) 0 0
!!.000
::>.?fJ\). '! 0 0
.274. 80!)
:~7!3. HO 0
2'75 .oon
27'/. 300
2'76. '?0 ()
2?2 . 90 I)
273. •;on
~~·:;o :3. 800
:~:-,::;. 400
::.!77 . ~) [) 0
~~7 7. ~•o u
276 ,/:;00
27:-'. tuo
:-2'76 ' z.: t) 0
2'?2 . ';'(l 0
27':! .. 400
27 'l , l.OO
;::71' 50 0
~'?6.noo
;'!,7 6. 90 0
;;::·;t .•;•oo
27::.! 0 00
0 .011()
27::~. 500
27:.1 ''7 (Ill
I! , 0 ij iJ
2?1.100
2?1 '50(1
~~.s~:~. :~!,i l-0
2?~~~, Gil 0
;np
m~r<
r~l': I<
POL 1
TOP
TOE
,~{: ... . :J,,•
To::
f.t~'l(
fOP
GS
GF:
TOP
TOC
L E OW
f~ :rv Bo·r
R £01..J.
TOP
ALCAP L RX RM 86.3
::: m~1
~:· cnw
L FO W
R EOtJ
' .... EDW
F.' E UW
< .'~.-: ... ·.~: ., ':' . ··:··'"':.' '•. .. ·; . . . .. . . ' . . . '~ . . . '' ,. ' . ; ,•
····1'' . . '
~ ·)(' ·X .. Jf ·:f ·Jf ·Jf X·.;(· ·X· ·X: ·lf'.( .. ~ ·Jf ·X. ·J(. '* ·Jf ... ·~ ... ·X· .:,: .. x-·X· ·lt i(-·II-·'It
·'I
'1,
}:•!)J.Nf
·.r· .. --·-·-
. .
I. c~~ (l ..... 5
: ··"-
10 ·11:1 .· ,. '" ... ~
.. '/ .. ,
,.).-'
-~·.-P.
.
··~··· ... •
. J~·
S(~C 't' :1 1)11
'X'
d ,"lta:
o.noo
:J .OOii
1.6.1):)1)
26 .0JJO
41.1. 0 !)0
'/2 . f) 00
100 .00 0
iti?.O•lO
l2i.'. 0 (l (l
1 6 .:~ . 0 (I (I
2!l~J.000
27:... I} I) il
:~•. ·t. i'10(l
3 ~~:·?.. i) () 0
·:n 4. nqo
.54:-:i • 0 0 I)
'); 6 ~.7i ' 0 u i)
!,:3i:;. 000
~3(~:3 . i.l tl f)
21.17'4. !)l)O .
-40 J .01)0
4(J'). 000
~l4 3 01)
5"??.000
.~::,~'!. 0 f) 0
64 ~·;. 1,1(10
.t_,64 . 0 il ()
67 ~.001)
?44 .()[!0
764 .[100
'78'/. 0 0 0
792.000
7'"9. 000
804.000
84'/.000
88']). 0 0 1.)
'~O<l. !)00
91J.!)f)fl
?14.01lfJ
9'!.?. 41)1.1
9 :';;~~. 0 f) 0
104:2.0110
10 W2.000
115 ~/. 1)00
124'/. (I !)0
SUSJ TNA H'l'D;·WGH APHIC i3 UI~'JEYE
1984 crOS5 ~P~t1on L~X 84.6
::!.?n.t.o o
265.800
261. 'l(l&,J
?5'7'. Hlfl
256.400
~~57. '/0 0
260.,00
;:~60. ~,;u o
261. ?il(l
26::?. ?00
26~~.A OU
:.:~6;::.? 0 ()
2 .s2. ~:,oo
261. . 300
:.?.::i?. 4 !) 0
:~5-'.-o. H('l(i
~!.~:58 . 6 00
::::.~1 .. 3 0\1
262 . f)l)i)
26:·). '/I.J(I
;}.!-.'-/' '511 ,,
:::6'7 . t 0 0
?? 1 . ~~ (r(l
2?0 .. '-,IJ !l
;:~t-8. '?!) 0
;~'/(J ,~·.'{Ifl
~.1 6 ?.;.ii)i_l
269 . i;• (I u
2.6'/.1}01)
26 '/ . ~~ (l(i
;,:_~.':-:':.;. 21.! i)
;:!b.A , _1.., !}I)
~y;;,::. 0 !i !J
26:5 . ~~. (i B
:--!bS. 0 0 Q
:~.~5 . ~:: 0 (J
;:>(.;~~'I) f) 0
;:~6H. !)110
?f::.?.•.ifiC•
;_.-:·.::"t . •1 '.1 0
;:.'"?2 . t on
2b<J ,<;'()il
272 .. :';()I)
2 ~'0 . ~-{I) 0
1 ,-, .,., 1 ')!:34
M G~P ~~~ RM 8~.6
fOE
L FDJ•I
~J',.' BOT
R f 1J P.O T
I~H! BOT
RfV BOT
RJI.:J BOT
R F.:tl!ol
GS
TOP
1 ... •:::ow
RT~..' BOT
IHV BOT
R :r '.J J30T
RT• . ..' HtH
R EUW
BRI<
HH·.
T!.H)
AN C P T 1
G2
TO I-'
TC)C
'l !.!I·'
TiJI?.
BPY
T IJP
r::~K
I.{ I~!(
Tl)[
1 .. ·(.,~ :.• ... :
Tl11=·
T CH •
1~, .. .:1 ·'
.··:
':_ ~ -,~_:6,._.,_._,, .. ,. ""'''·· :··. '· ·"'·· •. , .. ,_,. -"-· ''·i-'4'1 .:::.~-:"-tli'l u ··
--.47 i .~41 r -,j i1 o I ;:!~ !453. oon
~7 14.';4. 000
so 157?.000
I ~il 1742.000 '52 19.1 o. 000 , .. ,.
,__1 .• !
1··-.. ~8·,~
_.,_).
-~5".".:-*
i;; (I
1···-~-~:. .,,_ .. (. ..
80
I. 'Y'H
'?<I
100
1101
1 tl ::_~
103
l -0 4
1}0 ::1
191~.000
ta2a.ooo
1836.000
1871.000
1907.000
1 '7'56. l)l)li
:~ot :.:;.ooo
21l.t:>H.IJOO
2.1 () 3 . 0 ,, !l
2llH.Ol!O
2 14'/. oou
21 ?0 . Q lJ ll'
223:'.~. 00 0
2398. (iUO
256 :'.~ . 0 tJ !l
;;)~;;~B . 0 () 0
:~7 6 9 . o n o
;;.)'?BO .UHO
2 7 8 ~:1 . 0 0 0
;.~816. 0 0 0
2;351 . 0 f) 0
;_::g 7t? . [I (llj
2~J-4.000
:2<7'51 • n oo
299 4.000
-3.0 0 0 . (1 .1) 0
.JIJ IJ 3 . 8 0 0
,3 1 6 ~) . 0 0 (!
3 ~:;~::-_,. 000
3241.000
];_!(:,5-, o) 0 0
32H6.iJfiO
33-::S 4. () 0 0
:3 4 2 2 . 1.) 0 0
::3 4 :51.l. 0 !) I)
345?. 000
34'7::i.00(1 .
~:S4fJ4. iJ tJO
36.12. 0 00
3628.000
3649.000
3665.000
3681.000
3814 .000
3987. '!0 0
.:!9S'f; . 0 0 0
400-4.000
400'/.000
4 ~)1 4 .000
40 ~.'i 2 . 000
40 <"}'?,0!)0
41 :,57 , 1} I) lj
4;~2 4. IJ 0 0
,,' (. ''2-):;J;:i:-IJ!!\• ,.,.,,_,_,
269 . 111'0
~68 .900
2'10.400
:~70 . 6 i} rJ
2::•2. bOll
;;~} 0 . fl) (r
::::65. '/il (l
:~!.'::!:5. 6 (),I)
268. 8 11(1
;:if:.'?. 900
2'/!. -lOO
i~?O . .irJ(I
2~' 4 . 1 0 IJ
~:~69 .. bOO
2:7!!-BOO
~:y,s. 9oo·
269.000
~?T. 4))0
271. 41fO ·
;~7o. Bo ·o
271,.1i'ilO
;:~'?3, HO .O
~.:74 ·. 3(1 o·
264 . 9.0~-
262 .. ';:;(10
;:~ 6 .1 . t.d}O
;~6 2 . :-~!J fi
?l,ll. '?1)0
26~). 411 ()
;.:~65. 6 0 ()
::.64. •;·on
:?t:-~'.800
2?0. (1(10
:2 :l l . ? It 0
2T2. 7 1liJ
~:-~ .'-,8. 80 0
:2 t. 9 . ,, (l(j
;~i?0.'41l0
2?;~·. 1 !J 0
~}? J. ' 1 i) 0
26 -~~. '/ 0 0
;?_6f::..-(II) 0
2'71. , ::.'!II)
:,.~?~~ . 3 () 0
2?2. '/{I 0
?l:·?. 3•JO
::?.b'?. ·.:'!JO
;~~·il8 .5 00
271.~?.(10
,~~'.72 . t . o e
2'71 . ~-· fi(J
;:.: ·;·· '! . •J 0 !)
;265. ;:::00
;~~:'·A. 6 0 (~
2l:A:; • ·~' (! 0
;_:~6'7. BOO
2M~. 10 0
2.s:;;. 9ti o
C.~-~,6·. S' 0 (I
r•w
'TO.._:.
TO C
T(ll.i
[:!j
w·~l(
~I{!(
B•:C:K
TO!:I
TO.E
TOE
Tb;:>
G ~?
.:Gt~
GS
T(!P · ~::u ~:.r · ~J~-. ~(J ·y:
· P.tv :fu:n
R 1 1..) BOT
R £0 i>J-
GS
}~;~I<
TCll:.
T I)P
ANG YT .?.
c:::
Till-'
Tf)C
Tfir~
nw
fi J;::O
TO I-.
T D [
Ttl!-'
TOP
TIJ[
ro::::
T(l!j , .... ,::-
•,:.•·.·
ANG PT 4
rcw
TCll:·.
Y~h' l(
TOP
:' "•
1 Ll b
::.1 -l O?
. 1.1)8
1.'09
:;-··,11 0
; 1 -,; 1
_11 1
.•• I 14
ll ·::j
11:':. ·•·1 I? · ... ~ ! !;f
,_ l '·/
... L -:!.0
·······1· '~··t . .. . t •••.•
' ';:~:J
il ~.;~;~
., •:) t
.. '··· ~:! ;. i :~~
1. ;:~9
1 ~~0
.•.. ,, ;~·; 1
1 ~~;.:··
. 4~?? !) 1.1 0
4111 . 0 i)()
4346.000
t~ ~5 8 t . 0 0 0
4~~95.000
43~'1(~. 000
4433 .0 0()
4437.0 00
4503.000
45?2.000
4621'.000
465f.I.OOO
46 t~1 . 00()
4 -~,B4. 1)00
471.)0.000
47 ~5'./. 000
4 7?9.0(10
4 8??.0 00
4B 8;:~. 000
4'!44.000
::Hl OJ . 0 Ill)
'50 5:-.(. 0 00
:=;o·:;.-o. ooo
st :.r/. ooo
::'it '7'7 . 000
~::; 1 Q <=J • 0 I) ()
5 ~~01.400
:Ia tet· · .. · t
·:;;urf'a c e data ~
.·t~
·1 1.t.,
IM J N
-.MAX
.• a'( iMUM
· .. :.r.~ X li"'I.IM
·.X I
' ''( ,
16.000
1 ;;..~;:~ ' () 0 0
.:~;~?. 0 (i()
322 .1.)0 1)
3'71 '.~' 000
:.:.~~1 8 0 . 0 0 0
2'/BO.fJOO
;:.8 7'~. no o
42'?7.000
427'/, ·000
4 .H o~\ • OO!J
46Eit .li 0tJ
~t.B 1 .000
:::il 8'1 , OOii
0.000
5201.400
sc:r1le 1" = 743
SC.tle : t" = 5
26.~· , '-:' IJ IJ
2 62 .'?01)
;:~ 6 4 ' f) IJ. 0
~66.'/0(1
:,:~ l,b , 6 I) ()
265 .~ii0
;:.! ~\ 5 . c: !) 0
::6.-:,. no o
:~.~·'->6. ~-0 f1
26'/,·!00
:.~(-:)1; ... ? 00
26~71.700
~?.6 4 .500
:i!h.~'5 ' 4(1 0
2 .~ 1 ' :::Ill (1
2~5f.l '7 11 !J
;:.~5 4'~; 0 0
:!5;;? . ~~(I 0
;·_~52.-~00
252. :·.wo
:.~~:::; 1 . ().1) 0
2 49.?0 0
;~:.::;s . :3 oo
2::i.~ ' 4tl(l
;:~60. ;.?.oo
~6 ~.~. ~~ 0 0
<'-!.6 ?.600
~~6 1 . ·;· 0 0
261.700
0.000
;:~6 '!. 3 00
~;!~.1 . ;·qj()
ll.OOO
264.9(1{)
264 '1?00
0.000
2 63 '~)01)
26 4 .0\i(l
l) • 0 0 0
2r..,:.3. 40 n
;;:6~~ '3 oo
249 ,'.-'00
27 ~-.3 00
<for 8.':5 bv lt
(for a .:::; bv 1'1
. ·,~·· ,_.
L :~.Ut.1
Rl V BOT
R EQI.<J
Tllf'
TOP
TOE
TfJE
H IP
I·m t<
fW K
PI)L
Rt~K
Tu;:··
L 1:;:o w
IU'J BOT
I~:!'\) BOT
R I 'v1 BOT
1-1 'li.J BOT
I~ I IJ BOT
RlV BOT
Rl'J [o(IJT
1~:1 • . .J BOT
RIIJ BOT
R J\.J 'BOT
f~ I •,J f{tH
R F Ot•l
ALC AP L ~X RM 84.6
1..
R
'-w
!:.
I~
L
'·' "
I
'~
for M .~1·)
f'Or'l'li:i t .I
F. OW
EUW
I::: ow
ED I.al
ED !•!
EUW
, ... o·~
EUI.·,I
EC!I..._I
C liW
{·-···············································································-·.-.-.·.·····························-········· ..... ·.············· ..... ·.·············•······· ..... ·.········· .................... ·.···· ............... •.•.·.·.•.-.-.. ·.·.·.-····· ........ ························•··
I
:i ..
R20/7 179
RIVER CROSS SECTION NOTES FOR 1980 arid 1982
The following computer files wu used in HEC-2 and ICESIM modelling
( R&M, 1981; Rt.M, 1982). The file starts at LRX 0.3 and progresses
upstream. The LRX n1.1mber is in the second column of the Xl card.
LISTING OF RIVER. CROSS SECTIONS
EXPLANATION OF LISTING
Xl Card:
Field 1:
Field 2:
Field 3:
Field 4:
Field 5:
Field 6:
Field 7:
X2 Card:
X3 Card:
NC Card:
Field 1:
Field 2:
Field 3:
Specified cross sectiOn se0111atry
Cross section identification
Total D1Dber of stations on next CR cards
Station, left bank of channel
Statioo1 risht bank of channel
Len&th of reach left over b.t, between current cross
section and oext downstream cross section
Lensth of reach right over bank
L.asth of reach main channel
Specifies chanse in discharse
Artificial levees at specified station
"a" values ud contraction aad e.xpauiOD coefficients
Specifies elevation and station of each point iD a
cross section used to describe the ground profile
Elevation of cross section point 1 at station 1
Station of cross section poiot i
Elevation cross section point 2 at station 2
••• contioued usiliS up to 100 points
For more detailed explanation. refer to HEC-2 Users Manual.
·~:."''
-lr.:. FILE FOR J:CESII'I
'T1 SUSITi~A H'ffH:~OELECTR IC PROJECT t SUBlASI( 3 .. 06 HYDRAULIC ANii ICE STUDIES
SUSITNA RlVF.R-I_OWER REACH <DEVIL CANYON TO TALKEETNA> XI 0 .3 ~0 02 4726 00 00 00 00 00 00
E 3Zl.8 , z 3l8.8 7 ~17.3 1S 31~.0 23 310 .5 43 l06 .1 93 304.0 142 ;1'05.1 190 308.7 24:;; 311 .9 29•+ 314.0 34S 312.5 395 310.8 43'5 312.1 •72 317.2 492 ·E 318.3 498 321.~ ~0& 320.4 '588 318.8 ~90 319 .6 '599 319 .8 6&0 317.3 719 319.0 802 316 .7 S7S 319 .7 1 06 ~) J1a.a 107& 319.5 1198 319.5 1298 320.4 1308 319.4 1J76 ~ 32~.4 1475 319.8 1571 318.8 1&07 316.7 1682 320.& 1739 I 3 .19.9 1790 318. 1 194& 320.3 1962 3~0.9 1991 320 .0 ao36 313.7 2040 311.7 204'5 309 .7 2061 308.'5 2098 308 .1 2138 ~-308 .7 2188 309.7 2222 311.4 2246 Jl2.8 2267 313.7 22~)0 I
I 315.3 2~10 31~.e 2361 313.3 248'5 312.8 2:,03 313 .3 2S l 6 319.4 2639 319 .'5 2731 31-9.6 28'58 3t? .1 2958 315.4 2 ·971 313.1 2999 313.0 302~ 313.4 30_66 315.0 J104 313 .6 3188 'I 313 .6 320'5 31'5.8 3219 314.8 3360 317.2 34'51 318 .0 3562 Jta.s 3900 31~.5 3910 313.2 3920 311.8 3942 313 .8 4029 315.'5 4074 317.3 4147 317.'5 4280 314.~ 4334 31~.3 4338 GR 3 .14.3 4-\10. 314.4 .o\491 31'5.5 4'526 31b.2 4~41 318.0 46013 -1 .313.7 4680 315.3 4687 311 .1 4704 313 .. 1 4714 319 .s 4720 0.4 100 04 4727 1700 1100 1700 00 00 00 (;R 338.2 4 330.8 16 3 !-9.3 30 312.3 77 314 .1 120 I 31.3 . 0 17'5 312.8 225 Ji3.4 277 313.0 32'5 312.8 379
. . ' 312 .'5 430 311 .0 487 311.0 ~3'5 313 .0 '586 313.3 613 31~.2 632 319.2 6~0 322.3 691 321.9 796 320 .6 921 GR 319.& 855 319.2 882 318.'5 94'5 317 .8 1021 31.7 .3 toea I 318.2 1124 318.4 1130 .318.4 1148 317.9 11'51 315.3 1168 311.8 1201 311.5 1233 315.9 1261 313 .9 1301 313.6 1333 GR 316 .3 1380 318 .3 1417 321.0 1467 321.7 1'518 321.5 158'5 ,I 321.4 16'50 322.4 1879 319.3 1910 318.5 1957 321.9 2063 322 .1 2215 319.0 2265 321.0 2292 322. 0· 235& 321 .2 2402 &A · 319.9 2407 322.4 2488 321.8 2548 320.3 2554 320.2 2570 ·I 322.2 2618 3a1.7 2777 319.1 2857 316.5 2864 310 .. 9 2894 311.2 2927 313.2 29'58 315.3 2992 316.'5 3015 317 .4 3029 320.7 3144 319.4 3252 318.0 3285 317.9 3363 31&.5 3378 ,c;R 321 .a 3398 321.7 3433 325.0 3'503 321.3 3626 31~. 0 3b4t I 313.5 3650 31'5 .1 3665 31'5.9 3703 318 .4 3831 317 .8 3956 316.5 3983 314.7 4030 313 .5 4084 312.8 41J 6 312 .4 4146 i 312.5 4180 312 .7 4211 316.5 4221 320.5 4271 320 .3 43&5 31.8.0 4402 317.3 4537 31'5.4 4S'52 312.4 4562 310 .9 4668 312.9 4673 Jt5.S 4674 316.5 4699 320 .1 4720 323 .0 4720 0 .5 100 OJ '5241 1900 1200 1920 00 00 0() CR 331 .5 3 320.1 l7 304.5 48 304 .1 9'5 304.1 134 I J07.a 187 311. 1 248 312.0 290 3'10.9 326 309.9 372
.,. 312 .8 412 317.1 428 320 .3 440 32$.3 452 32'5 .7 49 '1 GR 325 .2 728 324 .5 732 321 .8 734 320.1 743 323 .1 753 I -.,., -812 324.8 879 323.4 977 324.3 tQ7a 322.0 ttao .lo-o.../
325 .1 1201 321.5 1225 323.7 1387 323.5 tots 320 .0 '1 70;:! t;R 318 .3 1813 316.8 1840 319.5 1872 318.13 1879 325.3 1895 I 32:5.3 1984 324.2 2058 324.8 2177 324 .6 2240 323.1 ;~245 323 .3 2301 321.4 2305 323.8 2342 323 .4 ~-·c·c-320.1 2~91 '"'.,)'"",J 32~.2 2447 324.7 2~31 32S.O 2641 324 .9 26oo 321.3 26o3 GR 320.1 2667 321 .7 2696 317.5 2751 317 .2 2783 314 .4 2908 :I 31&.4 2864 317.4 2905 321.6 2975 322.9 3101 323 .3 3137 322.6 3153 321 .5 3178 JlB.O 3,191 :11s .o 3199 313 .'5 3208 ~ 311 .3 323'2 3L1. 0 3260 31'5.1 3288 316.2 3310 318.0 3331 I 318.3 3345 319.0 3436 3~0.4 3484 319 .3 3~29 319.2 3563
-1
-~I
·. ·cR ,3l'i. 1 360& 317.9 3648 318.2 36'14 321 .3 3816 323.0 39~5
E 322 .3 3952 323.4 ~075 322.3 4230 320.7 439;! 321.1 4622
~21 .a 4665 320.8 4764 319.8 4767 320.4 4871 319.9. 4934
319 .:5 4906 319.4 5116 317.7 5169 315 .. 9 5181 315.3 5199
:Gtt 314.4 :5207 314.3 :5229 31:5.9 5332 31S.o :5237 323 .1 5241 ·~~:: 0 .6 98 02 6362 22:50 3200 2390 00 00 00
328 .3 .,. 323.5 7 .321.8 12 322.2 62 322.:5 109 ..
Cit 323 .4 12:5 :$26.8 129 327.2 1~9 326.5 201 323.7 2 .06
': 320 .7 212 316.4 250 313.6 299 31.5. 2 356 316.& 413
318 .0 461 318.& 525 321 •• :571 32.4. 1 597 326.a &06
~R 3a3.c:. 784 322.4 788 320 .0 808 322.4 824 328.5 82'?
.. -~· 328.$ 840 32t..2 861 324.4 894 329.1 1121 326 .? 118~
323 .4 1239 324.1 1247 323.3 1251 320.3 t256 319 .3 1275
.-~ 320.6 1305 323.3 1318 32~.6 1351 32:5 .,4 1436 323 .8 1 445
. t;R 323.6 1465 323.0 1492 318.5 1499 314.6 1550 314.0 1605
~e 31J.6 16~7 31$.2 1724 319.3 1785 321.6 1830 323.0 19b0
323.4 1900 323.8 1981 323.4 19.82 321 .4 2002 323.4 2025
GR ~28.6 2139 328.2 2154 323.2 2428 327 .6 2635 325.4 272~
_-;f: 327.2 3127 324'.7 3214 322.5 3219 319.3 3234 320.3 3274
321.7 3330 322.4 3366 325.3 3486 321.8 3591 321.2 3601
321.9 3609 325 .2 3&17 327.1 4204 327.4 4228 32c.t 4248 :,, 323 .3 4253 321 .9 4259 321 .4 4287 323.4 43i6 32S.2 4358
325.4 4657 327.9 5053 324.2 5~30 327.'5 55?7 324.4 5705
-:~a 322.4 '5745 321.4 :l'762 321.0 579'7' 322.5 '5806 323.6 ~886
_GR 32'5.4 6078 320.8 6246 318.8 6255 313.8 6279 312.8 6301
I 314 .2 63~5 320.? 63'!;6 32?,,8 6362
0.7 99 05 ~578 1?00 2200 2050 00 00 00
GR 329.2 5 3 _25.4 t4 323.3 20 324.0 44 323.4 69 E 325 .4 ?t 329.4 16 328.4 at 32?.2 8'5 325.3 86
'i~~:: 89 322.3 9~ 324 .1 100 325.6 111 325.8 11 ~
118 32'5 .2 125 323.8 147 322 .8 159 321.6 199
'~ 321 .4 284 317.6 353 31?.0 ~04 31S.& 459 316.6 504
317.0 52'5 322 .8 548 325.2 552 325 .7 593 329.0 815
--R 328 .9 9'!it 329.2 1096 325.0 1109 323.0 111& 324 .0 11?4
GR 324.7 1206 328.3 1300 330 .0 143? 328.7 1478 325.5 1494 :I: 324.0 15.02 322.9 1516 325.2 1538 324.1 15&0 325 .a 15136
328.5 1619 32&.8 1770 325 .1 1776 322 .7 1809 322.1 18b9 ... ~ GR 322.1 1919 323.1 1963 323.6 1972 319 .1 2D08 3ao.7 2063 IR 321 .5 2112 323.1 2153 323.9 2167 325.3 2201 329.5 2300
.· .R 329.6 24:i2 327.6 2600 327 .0 2668 325.6 2691 327.0 2718
\;R 328 .6 2847 330.0 2872 327.9 -3061 329.9 3203 327 .7 32?~ ,f: 326.2 3319 326.3 3390 32'5 .2 3440 322.3 3500 320 .3 :~5S f:l
319.1 3612 319.? 3660 322.6 36~6 327.8 3725 329.7 374 ~3
-f'VR 330.1 3845 326 .9 4136 326.6 4137 325.4 4143 324.8 420'?
GR 325 .0 4283 326 .6 ~324 330.4 4396 329 .3 4906 32~'5. 7 5007
-I: 323 .4 5054 322.4 5119 321..8 5259 322.1 5279 325.8 !:i 340
328.0 5377 329.0 54'16 324.5 5563 333.0 '5578 '\» Xt 0 .8 100 05 6226 2700 2000 1950 00 00 Oil
~= 340.4 5 329.7 27 327.7 30 324.8 118 321 .1 ~8 4
:324 .3 41& 329.5 490 331 .? 530 330.9 &81 328 .6 721
325 .9 ?44 326.7 780 328 .7 799 332.2 8?8 329 .6 1087
GR 327 .7 1 1l 0 327.0 1136 327.7 1156 330 .8 1166 330.7 1454
1: 331.4 1980 329 .9 20~3 327 .8 2092 325.6 2133 324.2 2 163
321 .9 2213 321.9 2233 324.2 2249 32?.9 2259 332 .0 2263
GR 330 .6 2 664 332.4 2 '724 327.4 2746 324.'1 a7&B 3 '22,.b 2787 -I: 326 .3 2931 326.0 2871 32'5.1 28115 325.1 2C119 324.6 295El
321.3 3049 323 .6 3085 32?.9 3 .117 330.4 3138 330.4 3347
,.R 328.8 3353 328.1 3361 326.8 3388 326.6 3411 325.4 3422 ; :;: 327.5 3440 328.9 3445 329.4 3449 331.7 3614 329.5 3622
328.1 3642 327.5 3688 326.2 3733 322.7 3830 321 ~s 3930
... -.. 1·
3980 326.5 GR 321.7 321.7 4030. 323.9 4085 4120 327.7 4167 .·,;. 328.7 4199 329.4 42t'l 329.9 .228 329.2 4447 328 .~ 4453
327.3 4473 327.7 4500 327.6 4530 328.3 4577 328 .6 --~8b uR 327.9 4600 32?.2 4634 325.7 4649 ;'$26 .3 4685 ~26.4 47'46
CR 32~.9 4770 324.2 478S 325 .1 4'797 327 .9 4804 328.4 4805
'fR 328.0 5022 32?.4 503~ 325.6 5058 326.6 ~074 325.0 5097 · . ...,R 32'1.5 5109 327.9 5110 331.4 58o2 330.6 5804 32?.8 5816
GR 324.0 5829 325.8 5859 330.6 5878 332.6 6096 334.5 6226 .It 0.9 99 01 4531 240.0 1450 2550 00 00 00
-~R 338.0 1 332.2 8 ;3;U .4 13 331·.2 31 329 ,5 3'1
"'~· 329 .2 53 329.7 70 33~.5 81 332.5 104 33.0.9 109 1: 331.t 136 328.2 182 329.0 230 328.9 275 330.5 318
332.5· 356 332.7 J88 333.2 393 333.7 480 332 .7 497 .. R 330.7 5i3 325.9 540 32~ .• 3 568 325.0 603 325.9 655
GR 328.2 760 329.0 810 329.4 846 329.7 895 330.4 9ei2 .1: 330.1 999 329.8 1044 330.? 1113 331 •. 2 1163 JJ3.7 11 '71
332.4 12,8 331.9 1216 330 •. 8 t23o 333.·6 1300 334.4 1390 GR 3Jl•·,3 1456 ~32.8 tS32 333.0 1~92 332.0 1626 330.8 1655 ~R· 333.0 1662 332.6 1860 331.0 1988 3Ji.6 2060 333.4 2072 .·. R 332.3 2156 329.8 2280 329.4 233? 33!).1 2417 328.9 2458 ~R 327 .0 2524 330.3 2605 328.8 2668 329 .3 2700 329.9 2750 cit 327 .4 2805 331.6 2892 330 .3 2915 328.4 3005 329.8 3110
IR 330.2 3131 332.3 3172 333.0 3t9t 332.1 3257 330.0 3292 :.. R 332.1 3311 333.8 3684 331 .8 3728 330.9 3'783 331.8 3797 _; ___
GR 332.2 3924 332.0 3939 330 .6 3971 329.5 3 .984 329.3 4006
I 32'7.'7 4063 326.3 4111 324 •. 3 41'71 325.3 4209 J27.3 4253
327.9 4295 328.9 4340 329.9 4389 330.3 44.2 .0 332.6 4438
r'R 333.2 4455 332.1 4460 330 .3 4468 :J31.5 ~480 329.1 4494
~~ 330.1 4505 332.1 ~509 333. '7 -4510 336.2 .t531
1 100 OJ 3851 1380 1300 2180 00 00 00 .. R 336.3 3 333.7 11 3~2.7 24 331.7 30 333.7 39 J;R 334.7 43 335.3 63 336.2 86 336.5 150 33t-.9 19~
IR 336.0 229 334.5 255 333.8 295 332.6 32'4 332.4 330 .,.R 333.8 359 335.8 385 333.9 ~00 332 .. 0 425 330 .9 453 GR 330 .6 472 330.7 ~89 330.2 504 329 .8 524 329 .1 54?
'I: 323.9 560 328',0 582 321.9 598 320.4 630 323 .8 707
327.0 867 329.8 910 332 .5 933 334.0 912 334.6 1029 'CR 334.1 1070 333.0 1150 333 .7 1288 333.3 1368 332.9 1457 .1: 332.0 1505 332 .4 154.6 332 .1 1611 332.7 161'8 332 .7 1648
326.3 1668 327.2 1696 326 .9 1728 326.1 1768 327.4 1810 .:.;.;R l33.8 1829 336.5 2288 333.8 2298 332.6 2314 333.8 2340
GR 333.6 23'76 334.6 2416 334 .3 2472 332.9 2503 332.8 2520 1: 334.3 2541 336.1 2562 334.4 2602 331.0 2614 330.~ 2622
334.2 2634 334.3 2643 335.3 2645 335.3 2656 334.4 2657 GR 332.4 2677 334.9 2693 334.3 2696 330.3 271 l 332 .1 2714
j: 334.1 2748 324.5 2'776 328.3 2829 330.3 2902 329. l ~974 331.6 3031 332.1 3174 332.6 3226 331.1 3254 332.7 3304
~R 333.8 3371 J33.a 3425 334.4 3438 334.4 3~93' 333 .9 3529 GR 3.3 .3.8 3597 332 .9 3624 330 .3 36o5 330 .3 3704 330.2 3751 I! J23 .a 3795 320.1 3817 322.3 3828 330.4 3845 337.9 3851
.. "'1 1 • 1 92 03 4132 1620 1110 1540 00 00 00
GR 339.6 3 335.t. 10 334 .9 23 333.1 28 330.0 ' 3 8 _, 331 .2 69 332.2 114 330 .1 164 331.5 214 330.8 189
326.9 239 333.9 2'77 334.1 314 334.9 316 33S .B 317
.GR ;36.9 389 33!:;.4 472 334.7 481 333 .5 503 J33.o 529 a: 332.8 551 334.8 571 335.0 581 334.? 589 333.9 61 /'
332.6 647 331 .5 o64 329.3 674 327.4 689 327.9 700 '\,;R 325.9 712 326.7 ?43 325.4 767 325.5 '797 326.3 824
CR 327.6 865 328.8 886 330.5 923 332.5 951 332 .0 96·6 .r -333 .5 1018 335.2 1082 338 .1 1146 336.8 1'666 33~. 6 1785
-,,_
~R 330\.8 .17~0 332.0\ 1802 333.6 tBi~ 33i.2 1BJ9 335.3 18~4
'
337.7 1894 339.3 2195 335.0 2205 338.6 2425 336.1 2'724
338.1 2970 336.2 2975 335 ... 2980 335.0 2985 335.6 2993.
R 335.8 3000 334.6 30.08 332 ... 3028 331 ... 3056 3J1.8 3096 GR 332.6 3136 332.4 3186 332 ... 3232 332.6 3271 332.0 330~ 1: 331.4 33 .. 6 331.8 3386 331.0 3i32 331).8 3 .. 91 330 ·b 3541
330.2 3~99 329.8 3664 331.0 3704 333.0 3729 337.1 3756 ~GR 337.8 3793 337.5 3885 336.0 3939 33~.4 3974 334.1 3990
I 330.7 4003 330.1 4028 3.31 .1 4049 331.0 40'70 334.1 4097
335.9 4120 339.6 4132
1.2 96 12 4249 2150 1380 1590 00 00 00 GR 342.2 12 340.6 16 338.6 25 335.6 40 334.3 43 I 331.3 69 332.1 1CJ6 331.6 145 331.4 180 333.2 222
334.3 265 334.6 287 335,·~ 314 335.6 336 336.8 359
GR 337.9 384 338.3 398 338 ... 410 339.8 423 339.8 671 'I 336.5 81'7 334.7 e:;o 335.7 875 336.6 901 336.6 956
3:15.7 983 335,5 tOtS 336.6 t044 338.8 1130 338.0 1~94
338.2 1673 338.8 t722 338.4 1786 337.4 1802 335.7 1816 I 335.t 1825 333.6 1856 333.9 1816 335.0 t898 335·.3 1927
J3'5.0 19~2 333.4 2005 332.6 2049 332.9 2082 333.6 2118·
334.2 2149 334.5 2192 335.1 2227 335.4 2260 335.4 2297 GR 3JS.9 2322 335.9 2J33 336.0 2360 336.4 2397 338.4 242S I ~39.5 2457 339.9 2622 339.t 263'5 339.2 2646 331.8 ~657 336.9 2692 336.9 2727 340.4 2811 337.0 2890 339.2 2917 GR 338.7 2937 337.8 JOot 340.2 3359 339.9 3392 337.8 3395
I 33S.o 3400 331.0 3426 332.3 3445 334.8 3472 333.4 3'5'59
334.1 3603 334.0 3641 333.0 3713 331.7 3749 330.3 3789
327.5 3829 32'5.2 3859 325.0 3899 327.8 3934 330.8 3959 :E 334.3 ~98, 338.0 4001 3~9.8 40U 339.7 4077 337.4 4159
336.3 4179 "336.1 4196 336.4 4210 336.1 .. 22? 335.8 4238
341.4 4249
Xl 2 73 03 2762 1460 1090 1&80 00 00 00 ·I 343.7 3 340.3 10 335.8 18 33a.7 43 335.3 90
337.3 130 337.9 177 337.9 230 337.7 255 337.& 3a4 GR 33o.o 397 335.5 456 335.7 500 337.3 530. 340.9 559
·I 343.2 '570 342.0 621 340.0 649 337.2 658 337.4 obS
340.0 671 341.1 673 342.2 703 343.4 '772 343.1 792
341.3 793 340.9 80& 342.5 814 342.2 83t 341.1 832 GR 338.9 83? 337.4 879 337.6 917 337.7 952 337.8 987 t 337.8 1022 ~3·7.8 1067 337.6 1122 337.6 1172 337.7 1227
338.0 1272 337.5 13l7 338.8 135? 340.6 139& 341 .4 1419
GR 340.7 1494 340.9 1588 342.1 1724 339.8 1830 338.3 1867
I 337.1 1890 335.5 1932 331.1 1972 329.3 2022 329.1 2069
327.9 2130 328.1 2180 330.8 2281 334.4 2324 3:35,9 2382
337.6 2429 338.5 24&7 338.& 2502 336.5 2521 335.6 2S6·t
I 337.3 2581 339.3 2631 335.3 26b1 334.6 2711 334.8 2731
33o.1 27SO 338·.1 2756 342.8 2762
A'l 2.1 100 10 3399 540 1675 515 00 00 00 .,;
GR 340.4. 10 337.8 14 333.2 '1 331.4 46 333.4 68 t 334.7 lOS 334.6 145 333.9 195 333.6 245 333.4 295
333.8 345 333.6 395 333.8 435 335.3 466 336.3 48 ~1
GR 341.2 496 342.2 so a 341.8 ... -wO.) 343.1 bOS 341.4. o4t
I 339.8 668 339.2 700 33e.o 745 337.2 795 336.6 935
.336.2 ass 336.2 930 336.4 985 336.4 1035 336.6 1095 337.4 1135 337.8 1180 334.2 1235 334.2 1280 337. •l 1310
·I 338.8 135'3 340.7 13'76 343.4 1383 342.9 1402 342.3· 1412
342.5 1544 3·\1,5 1580 340.7 1623 339.9 1652 338.4 1&73
336.5 1712 335.2 1735 338.1 17'50 341,4 1756 341.8 ),757 GR l .. 2.1 t858 342.0 2032 341.8 2040 340.7 2101 339.9 2134 r 339.8 2l7tl 340.4 2201 340.5 2227 341.7 2239 341 .i 2247
-4
~R 330\.8 .17~0 332.0\ 1802 333.6 tBi~ 33i.2 1BJ9 335.3 18~4
'
337.7 1894 339.3 2195 335.0 2205 338.6 2425 336.1 2'724
338.1 2970 336.2 2975 335 ... 2980 335.0 2985 335.6 2993.
R 335.8 3000 334.6 30.08 332 ... 3028 331 ... 3056 3J1.8 3096 GR 332.6 3136 332.4 3186 332 ... 3232 332.6 3271 332.0 330~ 1: 331.4 33 .. 6 331.8 3386 331.0 3i32 331).8 3 .. 91 330 ·b 3541
330.2 3~99 329.8 3664 331.0 3704 333.0 3729 337.1 3756 ~GR 337.8 3793 337.5 3885 336.0 3939 33~.4 3974 334.1 3990
I 330.7 4003 330.1 4028 3.31 .1 4049 331.0 40'70 334.1 4097
335.9 4120 339.6 4132
1.2 96 12 4249 2150 1380 1590 00 00 00 GR 342.2 12 340.6 16 338.6 25 335.6 40 334.3 43 I 331.3 69 332.1 1CJ6 331.6 145 331.4 180 333.2 222
334.3 265 334.6 287 335,·~ 314 335.6 336 336.8 359
GR 337.9 384 338.3 398 338 ... 410 339.8 423 339.8 671 'I 336.5 81'7 334.7 e:;o 335.7 875 336.6 901 336.6 956
3:15.7 983 335,5 tOtS 336.6 t044 338.8 1130 338.0 1~94
338.2 1673 338.8 t722 338.4 1786 337.4 1802 335.7 1816 I 335.t 1825 333.6 1856 333.9 1816 335.0 t898 335·.3 1927
J3'5.0 19~2 333.4 2005 332.6 2049 332.9 2082 333.6 2118·
334.2 2149 334.5 2192 335.1 2227 335.4 2260 335.4 2297 GR 3JS.9 2322 335.9 2J33 336.0 2360 336.4 2397 338.4 242S I ~39.5 2457 339.9 2622 339.t 263'5 339.2 2646 331.8 ~657 336.9 2692 336.9 2727 340.4 2811 337.0 2890 339.2 2917 GR 338.7 2937 337.8 JOot 340.2 3359 339.9 3392 337.8 3395
I 33S.o 3400 331.0 3426 332.3 3445 334.8 3472 333.4 3'5'59
334.1 3603 334.0 3641 333.0 3713 331.7 3749 330.3 3789
327.5 3829 32'5.2 3859 325.0 3899 327.8 3934 330.8 3959 :E 334.3 ~98, 338.0 4001 3~9.8 40U 339.7 4077 337.4 4159
336.3 4179 "336.1 4196 336.4 4210 336.1 .. 22? 335.8 4238
341.4 4249
Xl 2 73 03 2762 1460 1090 1&80 00 00 00 ·I 343.7 3 340.3 10 335.8 18 33a.7 43 335.3 90
337.3 130 337.9 177 337.9 230 337.7 255 337.& 3a4 GR 33o.o 397 335.5 456 335.7 500 337.3 530. 340.9 559
·I 343.2 '570 342.0 621 340.0 649 337.2 658 337.4 obS
340.0 671 341.1 673 342.2 703 343.4 '772 343.1 792
341.3 793 340.9 80& 342.5 814 342.2 83t 341.1 832 GR 338.9 83? 337.4 879 337.6 917 337.7 952 337.8 987 t 337.8 1022 ~3·7.8 1067 337.6 1122 337.6 1172 337.7 1227
338.0 1272 337.5 13l7 338.8 135? 340.6 139& 341 .4 1419
GR 340.7 1494 340.9 1588 342.1 1724 339.8 1830 338.3 1867
I 337.1 1890 335.5 1932 331.1 1972 329.3 2022 329.1 2069
327.9 2130 328.1 2180 330.8 2281 334.4 2324 3:35,9 2382
337.6 2429 338.5 24&7 338.& 2502 336.5 2521 335.6 2S6·t
I 337.3 2581 339.3 2631 335.3 26b1 334.6 2711 334.8 2731
33o.1 27SO 338·.1 2756 342.8 2762
A'l 2.1 100 10 3399 540 1675 515 00 00 00 .,;
GR 340.4. 10 337.8 14 333.2 '1 331.4 46 333.4 68 t 334.7 lOS 334.6 145 333.9 195 333.6 245 333.4 295
333.8 345 333.6 395 333.8 435 335.3 466 336.3 48 ~1
GR 341.2 496 342.2 so a 341.8 ... -wO.) 343.1 bOS 341.4. o4t
I 339.8 668 339.2 700 33e.o 745 337.2 795 336.6 935
.336.2 ass 336.2 930 336.4 985 336.4 1035 336.6 1095 337.4 1135 337.8 1180 334.2 1235 334.2 1280 337. •l 1310
·I 338.8 135'3 340.7 13'76 343.4 1383 342.9 1402 342.3· 1412
342.5 1544 3·\1,5 1580 340.7 1623 339.9 1652 338.4 1&73
336.5 1712 335.2 1735 338.1 17'50 341,4 1756 341.8 ),757 GR l .. 2.1 t858 342.0 2032 341.8 2040 340.7 2101 339.9 2134 r 339.8 2l7tl 340.4 2201 340.5 2227 341.7 2239 341 .i 2247
-4
.a· 341 .. ,
.·c;R 336.4 ·a ~it:
;kGa 343.2
·' .•.. · 342.1 .
' \ ... ~;~::
Xt 2.2 'I• 345,1 328.9
328.3
342.7
342.1
GR 34J.S
1346.~
CR 330.9
·~ m:;
CR 34o.o
.. ,34;:~
·· GR 349.1 1 336.6
22~1
2392
2602
2827
2943
303~
3l97
3374
95
4
134
333
496
698
8_~o
\0.27
12~7
1544·
t198
1912
2016
2143
~241
2434
2601
2717
2.936
30'11
1'00
7
138
352
482
651
838
9-16
1008
1074
1409
1820
2018
2099
23-44
2539
2670
2867
3142
3301
3821
34
0
182
408
618
818
llBS
1307
40
12
116
341.1
335.?
331.6
334.2
3~3-.5
342.0
343.5
338.5
04
341.7
331.3
332.7
343.4
342.7
3'45.2
341.8
343.4
344.0
341.7
343.5
343.5
342.8
346.0
343.9
342.4
342.0
339.2
341.0
07
342.3
329.1
342.6
343.6
342.7
343.5
342.4
340.6
344.2
34&.8
346.5
344.6
345.9
346.2
342.2
34~.9
343.6
344.2
346.0
344.7
06
344.1
328.1
334.7
342.1
345.1
346.5
347.4
12
344.2
336.9
2261
2441
2652
2847
2963
30~1
3258
3390
3149
7
182
373
552
721
926
1053
1345
1~73
1828
1950
2038
2150
2331
2447
2629
2760
2974
3110
4101
11
181
357
482
700
851
920
1020
1098
167-9
1963
2024
2105
2354
2579
2682
2881
3152
3330
3935
1681
13
229
4:54
664
880
1246
1366
1246
17
158
341.6
333.2
332.2
334.2
34\.4
341.6
344.4
34'1 .9
835
337.~
330.0
3 .37.0
3 .43.5
~ .. ~ .. 2
34.4.1
341 .9
344.3
344.9
341.4
342.9
341 .4
341.6
345.3
343.7
341.5
340.9
340.4
341.6
9 .. 5
3 ·37 .7
329.6
342 .4
342.2
339.5
344 .1
342.9
344.1
344.5
3 .. 5.4
344.5
344 ...
346.6
34&.7
343.2
346.4
344.0
343 .9
346.0
343.2
740
340.9
330.1
338.0
342 .9
346.0
345.7
347.5
885
341.1
338 .. ()
-'5 -
2276
2469
2707
28S8 ·
2968
3075
3Jt9
339~
680
13
237
393
573
7S4
930
1096
1368
1637
t8:~7
1974
2088
21?8
2J'1t
2459
2651
2783
3000
3129
1500
16
224
395
535
764
875
945
1036
1127
175,5
1968
2029
2255
2SO~
2592
2'700
2901
3180
3529
39&0
1~SO
24
273
499
&77
965
1250·
140&
740
30
200
341.7
331.4
331.7
335.1
343 .0
342.1
342 .0
345.4
1055
333.2
328.1
341 .o
343.3
342 .3
343.-6
3-.J .O
344.2
343.7
341.2
343 .5
340.3
342.1
343 .7
343.2
343.3
336.2
341.3
343.~
lOIS
334.5
337.3
341.9
343.3
338.6
344.7
341 .8
344.4
346.6
344.5
342.9
344.3
344.5
345.7
342.c)
345.9
346.0
344.3
343.4.
342.5 sao
338.0
331.9
339.9
342.5
346.1
34~.4
347.0
860
339.7
339.0
2J13
2512
2752
2887
2989
3092
3352
3399
00
~a a
413
o45
779
91~
1104
1459
1722
1879
1984
21t1
2~04
2394
2508
'2f.79
28&1
3026
j142
00
5()
268
430
570
799 •
896
974
1044
1155
1763
1989
2052
2292
2506
2629
2824
2926
320$
3690
3970
00
314
54ll
7~0
1016
12&3
1467
00
59
250
337.3
330 .7
332.7
341.8
341.3
344.0
-339.7
34S.o
00
330.1
327 .. 2
3.1.8
342.6
343.0
341.6
34~-\ .s
343.8
34\.5
341.7
344 .6
339.7
343.S
342.7
343.2
343.6
338.3
341.6
346.6
00
331.6
338 .1
3 .42.1
343.4
j3~.e
344 .7
j<t2 .1
344.1
347.5
345.5
343.6
342.7
344.3
343.7
344.9
345 .1
346.5
345 .5
343.2
347.4
00
334.c)
332. 4 '
340.1
344.5
346 .t
346.7
00
336.7
341 ,.7
2349
2557
2797
291&
3009
314ll
3359
3403
00
90
348
461
c:,e?
805
1014
1162
1498
1751
1997
1986
2131
2236
2406
2562
2704
290 :~
305c)
314(/
00
94
325
456
&14
817
915
993
1054
1294
1774
2009
2077
231&
2509
2&40
2844
2969
3278
37~.3
4 ;01
00
116
Joo
57&
770
1094
1268
UIJ
88
270
-~R 343.~ 294 344.4 ~Ott 344.4 348 34&.1 361 345.4 392
GR 344.5 421 342.4 444 ~41.~ 475 340.8 530 3<t0.4 584 ~~~ ,.
340-.4 695 34·0.5 75~ 341.0 817 341.4 l326 3-40.4 &50
. .-R 344 .6 838 J4o.t 8&5 34b.2 989 345.2 897 342 .9 916
GR 3 .. 1.8 942 341.2 965 342.9 988 344.2 1022 343 .2 1074 IF 343.9 1134 344 .1 1200 345.0 1?31 345.8 124.::; 349.? 1246
; 1 3.2 42 11 14&7 910 ?50 950 00 00 00
GR 350.0 11. 347 .9 15 34~!~ 26 342.8 44 342.3 69
IR ~42.5 113 341.9 t~9 :'N1.8 204 341.9 259 341 .9 309 •. R 342.4 362 344.4 4~~ 345 .2 . 493 344.7 569 343.5 624
.:.R 341.3 bib 340.3 723 338.9 763 338.9 ?97 340.9 924
GR 3-43.1 839 345.4 84'7 349,5-958 349.6 939 349.9 1 OOl~
1: 3 .. 9.7 1 040· 350.4 1059 l50.0 1104 348.1 110? 346.4 1115
345.2 1121 345.2 1152 343 .. 8 1203 342.7 1232 342.8 1259 _ill
ci 344.2 1273. 345·. t 1319 344.8. 1370 345.3 1415 342.8 1448
~~ 346.3 1459 351.0 1467
3.3 3& 09 1258 905 89Q 890 00 OQ 00
GR 352.6 9 348.7 12 347.3 18 34S. 1 27 34.2.7 o::i
IR 341.0 to~ 340,5 155 341.8 210 343;4 257 344.5 273
~ R 347.0 291 347.2 306 347.3 311 347.2 31& 34&.0 361
~R l44.9 411 344.4 446 344.5 462 344.2 500 343.9 55!:;
GR 345.1 &10 343 .9 665 343 .7 718 344.0 760 345.8 80 '7 ·IR 344.8 85~ 346.9 909 345.8 937 346.7 963 345.6 1031 .R 343 .9 1058 345.2 1091 34b .O 1136 346.'7 11&6 347.3 trae;
GR 350.& 1258
-~ 3.4 3'7 0~, tb34 1135 450 1100 00 00 00
360.4 5 351. '7 8 349 .1 15 346.7 22 343.8 72
liR 342.9 115 342.9 1()0 344.4 210 34~.1 2 'b2 346.0 344 ;j: 347.6 -401 34B.o 452 348.5 479 348.9 507 350.0 538
349 .1 &05 348.5 610 346.7 630 346.0 o .oa 346.7 695
.-R 348.6 716 350.1 1'79 350.5 856 349.3 884 348.0 913 GR 347.0 941 348.0 974 350.8 986 353.1 1012 352.7 1054 1: 35t.S 1059 352.6 11)&5 3'51.9 10?6 351.4 1109 351.0 1116
350.5 112~ 353 .1 1147
Xt 4 68 00 2722 1325 1350 1020 00 00 00
-.iC 352.3 0 349 .9 '7 347.5 15 347.1 40 346.7 6'1
347.3 88 34:7 .3 127 346 .4 170 34b .6 217 345.2 ., . --&;.Q~
~R 3'46 .6 303 346.6 333 348 .2 3'36 349.8 3?3 350.2 393
GR 351.4 419 351.4 437 3'52.0 443 353.6 479 3'54.6 509 :JR :354.'7 718 3S3.8 724 352 .1 730 351.4 733 348.8 754 . -~R 346.7 778 345.6 823 345.2 868 344.9 918 344.9 966 GR 348.2 1005 351.5 1018 352 .7 lOSS 353.0 1098 352.3 1167 a: 350.8 1199 350.1 1243 348 .. 8 1273 349. t 1319 . 349.2 13~0 351.0 1378 352.5 1404 350.5 1452 348.3 1466 350.2 14'7·1
GR 354.2 147b 354.2 1483 354.2 2148 352.7 2163 350.9 2166
j: 350.4 2173 350.9 2184 353.3 2221 352.7 ~294 353.4 2315
352.0 23513 350.8 2387 34a.3 2401 346.0 2468 3 .. 6.7 2SOS
o.iR 348 .4 2535 346.8 256o 344.0 2595 343.6 2647 344.3 269'1
GR 341.2 2710 350.8 2717 354 .9 2722 1·1 4.1 100 00 2568 1605 950 1270 00 00 00 ., R 355.0 19 351.8 2.1 352.7 50 352 .5 74 355.3 81 GR 355.3 92 ~53.3 121 351.4 147 3.50 .1 172 348.9 19 .5
1: 348.1 233 348.1 275 349 .2 315 349.1 324· 351 .3 352
351.7 382 351 .4 412 350'. 1 438 349.8 460 35'1 .3 519 .. GR 350 .7 533 3!:;1.5 540 352 .7 541 353.1 551 3:7;1.4 561 GR 350.4 569 351 .4 578 354.3 594 355 .2 694 354.8 76/' -~ 353 .3 169 352.8 810 352 .4 832 353.3 860, 354.4 a ·~., lo..
355.0 920 353.7 945 35~.2 983 354.8 1022 353.5 1024
GR 3~1.8 1031 350.9 1051 351.5 1075 351.9 t093 351.1 1124 fR 349.7 1198 346.5 1233 348.6 129? 350.9 1.328 351 • 1 14311
-Is -
SliSITi'!A HYI'IRC\E'Lf.CTR lC PP. OJf.CT ~ SUBTr:,sK 3. 06 HYN!AUl. IC Ar'·!P ICE STI.JDIFS:
T .2 Q~9700 CFS. STARTING W.S.€. @ LRX-3; 344.0·. FLOWS APEA~COMPENSATE~
0
i
38
:; ·~
. i) R.
3
.I 0
364. '.3
:~47. 5
34~.()
353. •l
3'5:3. 8
c:· .. •
>:3 1 G
iR 374.5
~P. 362.4
._;R 35&. 9
GP. 35:-s. a
~~ :3:-;5 .:. 9 o
.:>1~ .36.~. 0
GR :~62. 1
153.2
::-:55.9
35/' .8
::~54. 9
359. 'i
::-i69. '7
h
10
:~81 . 2
369.2
364.2
MI~DI..E SLISJ Tl'!A R JIJF.:R--FOR Fi OwS Bf..LOW 20, 0 0 0 CFS
2 0 0 & 0 O.G
-d 0 0
1 ~& 8 33 17
. il8
'1600
17?0
3900
·~ i {)"1
434!3
•H385
5502
t-700
77
il'?OO
:3000
3159
:.noo
3bl4
:.3b9u
-::~77 <\
399!
,~~"'.05
4 :W:-5
·!•\94
4519
5218
5350
:=.i718
~i832
61
~~so . e:.
3': ~:i . G
-·: \ • C' _·.·.v. ,,
:·}4.0:,. 5
333 .. b
3~!} .. ~?.
::.:;~6.6
34A.'l
350.1
·•r.77 ~J ••
-~ o:;• C) " ~·· J ~ -.
36~·~ . 8
:~-~b.;::.
14A.9
-:_:;;~;--~ • (l
·:5~;1),-4(1
3l~ ~ .. ::;
3'5 i .. 8
35;.}. 11
349.9
:3,:F~. f:·.
35 ~~~ . ::;
35~). b
35!i . '"3 j
345.7
3~:56 . 1
f:,:)-15
0000 367.8
5000 3b...,.3
'5121 355.7h
5284 353.9
5391 356.8
5627 362.15
5971 362.~
6071 35:3. ~
t-216 356.7
6:565 :357. 5
701:-2 :::~53. i
T36:5 361 .. n
8500
0340 3:;·7 . 0
bOOO 370. 1!
t-.?9.., 3b 1. 8
0 . i
-. '7 , ::J~, £,
1600
'::i70
'16i5
:.)500
4000
·~ !62
4481
5002
5654
70(10
5799
iJ9l(l
30 '7'/
-"I -c: .~. / ... J
3380
3645
3h95
"38-49
.t~O 17
4416
'!50 1
4700
5:?.29
5429
5763
6300
/'A76
0010
5035
5138
53;~·5
5454
5775
6040
6087
b:-?.34
66 .~~'3
'7 0 9.7
7367
03•,5
61 0 ·~
6350
0 ... . ·~
346.8
346.5
344.'5
34c).9
334.8
341.4
347.0
349.8
351.6
5220
361.5
353 . .2
346.2
348.20
352.0
:349.6
345.5
353.3
350.88
350.3
3•\9. t
354.5
349.6
349.0
346.9
4700
371.0
362.5
354.4
354.5
357.9
361.4
361.9
:)53. 2
358.6
356.2
~352 '6
359.8
3330
3'77 .6
364.4
360.1
- 1 -
750
1657
3375
4018
4227
4539
5229
5674
'7400
3400
1080
3093
3189
3404
3652
3706
3905
4028
4270
4436
4509
4900
5246
5499
5 '778
4'700
0050
5100
5158
5345
5498
58'75
6045
6108
6260
6697
7134
7461
1890
6114
6395
3.ol9. 8
341 '9
344.9
342.0
333.8
343.9
348.0
349.8
52?'0
362.2
348.23
3•lS. 2
351.0
354.5
348.2
3•l7. 4
353.5
351.8
350.99
350.58
355.0
350.6
348.5
3~i0. 50
371.3
361.0
353.7
:355.1
359.4
363.4
358.1
355.43
359.2
353.5
353.8
366.2
376. 1
359.9
359.1
~~70 iJ
875
167.2
3500
4024
·~295
4600
5301
5900
2000
3115
3239
3492
366~
3717
3959
403'1
4340
4449
•l512
5Ul0
5258
5~i5·::J
~.i7.9?
1600
5106
5177
5361
5556
5936
6048
6139
6:3::.i8
6847
714;?
74'?6
3000
6177
6413
353 .3
3•q. 9
345.8
338.6
332.6
344.8
348.2
350.8
362.4
34?.2
344.4
3S2.B
355.24
349.4
349.2
352.8
350.9
351.6
353.3
35.1f. 31
352.9
344.5
355.2
366.5
359.0
',354. 0
354.6
359.6
361. ~.i
355.40
356.'7
358.21
354.9
357.47
365.5
374.3
364.3
360.1
,.
0:
!
1.00001;
15i
900
'1706 .
3800
(!048
·~337
4643
546:5
610 0 .
2550·
312'.5
3271
3553
3676
3'747
3979
'H5::S
<!376
4469
4515
a;:··-:. •.• _.J: ~J '-........ _
5266
::;6:.=.:.: :;
:,i'79~?
4600
51lD
5;~30
53'74
5td6
~}9~:;:~~
6054
616FJ
6497
b9El'7
'? :~5.'7
'752\:)
4 :500
624<.')
6442
· .. ':.:.1· ...... ~························ Sft:lJE AN~I.YSt:.:=. .................................... .
:3fE'_1E I CUMULATl:_;E % II :~IE'.lE f:.ur-1UL>1T!'-.IE .. , 1+--:;l:: .... _ ~----~~=!~~~-~ .. -~---~==~:~~--: : ~~::: .. __ , __ ... _~,=~~~~----;--~::·~~~~~--.I
.I 4. ---•-..,. I i -~· I ..,.-,.,
·:~. 0 I 'li}i) I I :~;-3
.-,
~· 2. 71 I 9~ I I t.:. Q
I ( 416
I I f.".<'U
I I #Ji)
It .All
4~2424, Hat~ 84.6, S~mple 2.
I
I
I
... ~1··············· .. ··········· .. ·· : ·::, [ ~· E 1 CU1'1UL .:1 r r: IE 1
S I EL..lE ~I'! t-iL "r"S i ·::;
% I SIE'•€
S!ZE WEIGHT PASSING I SIZE
1~7 l -. 2-~~:~
.·t;;:. ,.
-... -. 7!-J . /44
CU~1UL.~ T ~' •E
l.dE : I~HT
1-----:-----------------1-----------1 i--------1~-------------
' I I .
3 .-, ...
1-l/2
1
I) I l 0 1) I
1.04~ I 9& I
10.19~ 9~ I
19 .• ';~ ~9 I
3/4 J4.32 44
l /2 J9.9Q~ J~
3"8 42.67~ 30
#.4 46.2 24
t4
tr~
t.lU
~n.o
~r.~ 'J
-~·1)
~4!j
-~I)
~eiJ
. 2 i)',
.. , -"' ,•
I -.,. -.-. .
I i iJ
I ,;, ~-~
I
t ·-:;
1
%
P'-.:·;iN(~
13
1·. P~N 14.Q9 I ~:~o . 3·56 .-.. J
~--------l--------------1-----------t·L no . l'~ 3. 2
1 T'Cl T 4L t ~ l • L ·~ I t200 .408 1.4
t
I' 1-··7-·--1--------------J-·---------l
TOTAL . 432 I
;;:.,~j~C t
I I
..:.'5. 06'5 29 I I
1 •~u '53. 19 16 I I . 1 ~'~ 2. '2
·.· .. 1·. 3/4 ~~;.1)
l/2 •~o
::;6. l3 t 1 I I
;·:~. 4" ~ .6 I I '
-~-
.23/' f
I J ... ·g !:;i·~. ""6'5 6 ! I ~~'51)
-
• .4 I 6L.O' I 3.'5 I I .6q -~-
·• ·. i=IAN I 2 • 1 '? c:; I I I a:~ I) • 4 l . 6
--------~1----•---------1-----------1 I tlffO .426 .~
.,1 TOTAL I o3.24'3 II t201) .4'38 -~
···1· Large size material I 1 --------11 ---~-------·---1-----------i
I I TOTHL .497 I . 5 0 100
4'52424, Hole 86.3, S~Mple '3.
·I
··I
·~t·;~~~~~··~•• ~~~~~:;7 ~:~ .. ·~•*** ~ [ Et.IE A~lH~·r~ ['~ H • •~!~i~i~i ~:;~~~••• u H ·.~ • •• • •• • • •
1 S [ ZE I t_.IE I GHT I PA':=;S I I'IG I 1 SIZE I L·IF l GH f I Pi'":~.~~! hG I r----=---: ----------===-: -------===-:: ----;:--: ----------===-:-------===-I
! 3 I 0 I t I) I) I I :~;:j I
2 1. 22 I 94 I I ~n ;j • 196 I
I
I
I-1/2 2.88 a5 1
l 6 . 17'5 6 7 I I
3/4
l/2
3.··8
7.66'5
·~. 2'3
10.2613
';9 I I
'51 I I
46 i; .4 12.67~ 33 I I
1----~=~--: ----------~~~-: -----------::
TOTAL I l:-3. :37~ l l 1
*16
~~~: u 2"''='
~~ :~ I)
t..:.'J 3r:,:..o
!~ ~-~ I)
tt. u
:~d 0 ' 7.·:t ..> ._,
~~ L lJ I) '564
~~2 '} :j . .-:) . '3
l .•
·---I
L~
"' .::.
.... l
""· .
I 11----------------------1-----------l
I I TO T ~L .644 I
lr~J ec t
I
············~··················· SIEUE ANAI_YSI~ ·~····~···········-~············
··-· '31 EUE I CUMULAT I U£ I % I
:''"· SIZE I WEIGHT I PA·~SING I
---------1--------------1-----------·
cur·11.1LAT! l.J£
I SIZE hi£: (;1-H P--.·~. 1 i-Ii,
1--------i--------------1-----------i
I 4 I 4.6·~c; I 9} I 3 I 1 0 . '2 ~ c; :~ 4
·") 16 :; ' ~.
'"-/~
1-1 . ··• ., i) 5 !):;; . 'J . -'-. -":l•.J
l '2~ 23~ 60
3/4 ~~ :-3 96'? ':?4 I·
I 1-·"'2 34. 18'::-4t;
I ~~.::. I I I
;~:1
~~ ! I) . l ::i l ':J
t ·o
~:: IJ .2'?4 !.:.:;
j~ : I)
~~..:. !) 3"-'~ liJ
~~'? 0
.... I)
1~:-; I) .48 .-, .,
~ • L
.• =~: i ; 7~ ~~: i ~~
1---------1--------------1-----------11 tilll) .49" 1.-+ i
I . t 0 TAL I 6 3 . ~ 5 I I I '# 2 U I) • 15 "l • 5 I
Large size material I 1--------1--------------1-----------1
5 I I f(fi ~L . ';·2 I I 0 100 ::o~IJe<::t 4;·.:~42.::.., Ho~f! ::i6.3, :=.-=!mpi~ 3.
.. ·
'
j 2.445 :.6 I
2 8.52 86 I
l-1 •"'2 ~· 14.84 ,•'6
I t 25 335 59
I 3/4 H. 72 :~9
l/2 ?8.3? _; ·:. I _.,_.a 41 . ::P)i? ·.; 3
I S [E. 1E
I •=: I Zt
1.·ur1UU-1T i •.J£
1.•11-. r ;_;H·i
1--------1--------------i-----------i
I ~t~ I I I
I :~::3
I j~ ' u 1 ?1 2U
1~ Lr::
W,'IJ 3~4 1 ';•
I ~~ 5 ~)
I ~~'-!! i 6 '.2 1 6 6
t~"5> i)
I :~4 46. 9I3 2-.; I I
. Pf-1r-l I l '3 • 46 I
J~<":' u
1F!~ 0 :3 U'? i 2
1---------1--------------1-----------tt ;~ : !i O 8 16 ' I T•:\ T;.:;L I ~~2 ; 0 . 8 3 :3 . 2
tl~-------1--------------1 -----------i
II 'r CJi>4L I .:346 I
~.:.·· .. ··, ·r.· .. ·l· ···. ,;. ,-r .. ·· '• :~ ~ ~~ ... .
:·.::-.-.
'· .. :~:,.:;
.. ,
I
I
·:·••••·••••••••***********•••***'"** SIEUE AI'IAI.YSI'~ ••·••••••,.,•••••••••••••••••••••••
I.. S I P.1E I CUMULAT [ UE I "' I I ·:;I E'.1E
SIZE I WEIGHT t PASSING I I SIZE I---------1--------------1-----------I 1--------
bit I GHT p,;..,..:,·; IN(·
--------------1-----------1
4 0 I 1 0 0 I I t~4 I
3 It 7. 33 87 1~8
;_ __
.-,
.:.. 10. 89 I
16 10'5
•")•") ... .:... .83
·). _I:) 445
31 57'5
-; , -". 73'5
,4.jJ . 43'5
811 I I 1~ : il
?1 ~L6
"~ ~v !.1
~·-· . .:.. ~~ -5 I)
-·~ "+. t41'1
38 1~~ I)
27
.O~l
1:?4
.344
18
---I
2
1.?
• "J I
-----------1
Pr-IJeCt 4'5'2424., Hro!e :36.3, ·:::.:~mple l.
I
I
I
I. 3 .-. "'
I 1-1/2
I 1
I 3/4
1/2
3 /:3
I ~~4
.· PAN
1---------1. TiJTAL
'··;·:;"
CUt1UL ~ T I :..rE
S l r.:uE AN<-+L YS ! '-:·
% I I '-3IE•.•E CUMUL.:.4T!U£ ...
•'I
l..dE I GHT PASS I Nt; I I S I ?E-:-l.,lf lt:;HT I P;::.:.::,·:;! Nb
--------------t-----~-----1 1--------1--------------1-----------i
.1) I 1 0 0 I I 1~4 I I I
4.92? I :-39 II 1~:3
11.14" '" I I t~ t u .158
14.:36? 67 I I ~n6
19.73 c;.:. I I ~r:/ n .221 1 7
22.84 4'? I I ~LHJ
21? .99c; 41 I I ~pi) .386 l '!.
·:~8.2 1 1; ,
-0 I I ~~ '5 I)
32.83 26 I I 4t-· iJ
11. ~ ?':. I I 1 ~~8 0 . '587 ·;:_. 6
--------------1-----------1 I 1100 I .604
4 4 . 4 US I i I 1~ '2 i J I) I , 6 3 '? I . -::'
I t---~----1-----------~--1--~------~-1
II TOTAL I .6?3 I
I
.•• ,~ ••••••••••••••••.•••••••••••• SIE1..1E ...... IAl _··,'S[S ·········••t••····················
S I E l.J E CUMULAT 1'-JE i % I I S I E•.;E CUt·1UL~T I u E. i ·~
I. SI'ZE I WEIGHT I PASSING I I SlZE t l-J E l GH T I ~-..... ·~·~!•·.1(:-I
~--------1--------~-----1-----------1 1--------1--------------1----·------1
: 4 I ---I ---I I 4.:. I ---I -- -I
~ I 0 I 1 0 0 I I *:3 I
2 I 1.?1 I 96 II t!.O .13 '-3 :::..:.
1-1 ·· 2 5 . 14 :3 6 I I t l o
I 1 1 0 • 26 73 I I ~r2 U 18'3 ~·~
I ~/4 13.97 ~3 ; I a3~
·. l /2 18.04~ S2 I I *40
I 3 /'-3 20. '~4'5 I 4~ 1 i t'5t)
.36-. u
' t.:. I 26.2?'5 I 31 II toU 1: P.::tN I l 1 • ?6 I I I t:~ I)
I ---------I ----------... ---I -----------I I • ·~ IJ 0
.otll 2 .3
.6H~ l.?
I TOT.-1L I 37.8LS I I I t21)1) .637 .o I : :-;~;~~--:----~-----~~;-:-----------:
I
I
' "I
··i.;· I :~:
I
I
I
I
I
·I
.. I
'·· .·.'\•,
I
··I····~ .......... ~···· ....................... s I E 1..J E At'i AL ''r'S i 3 ............................................. .
SfE,_J E I CU~1ULATI •.J E I ~-I I SlE•.•E O..!~liJLATl •.•E ""i
1 S ! ZE I WE I GHT I P ASS ll'lG I I SiZE I 1.11;:.;· l GH :-I p ..... ; .. ~ ! l'a_;. I
1---------1--------------1-----------1 1--------1--------------1-------·---1
· ., 4 I ---I ---I i l~.:.o I ---I ---i
I 3 I 0 I L 0 0 I :~::3 I I
I 2 .'3~~ 98 I t '!J .1]'2::' -:,.-
1 -l /2 1.41 96 ~16
I .-, .. ""
3 /4 -~
1 ... -, ·.:.. 6
4 7 '? ' 94 :~a
IJ c; "· B2
4".'.:'1
t~ :·O
~~.:.(I
. 0 Co : ..
. 311
3 -;~ :-'.28 '5 7·;< I #~·I)
I .4 I 11). 1 'L '-" I 7 0 II ~~ lj I F'.:.ir-1 1. 23. 8 I I j #:i I) • 4 :3 . 6 ,---------1--------------1-----------1 I #lU O .68 ~ .!
I TOTAL 33.'::.25 I II W200 1 .4:3 4 I I) I
I I 1--------1--------------t -----------1
I i TO f.:.i L .484 I
u ~ -,
•..1 1" ••• ' ·-:.~mp le 4.
I
i I
--~~····························· SlfVE AN~L Y SiS ..................................... ~ ...... .
. . '3 1£''£ I CUMUL~T[•,;E % II '3IE'.',::: •:::u~1Ul.>4T!t.;E ~,
'=; ! ZE I I,IE l GH r
~~----:---:------------~-
1 3 I l. :39
I
2 I 3.7?
1-1 ~2 I ?.2
l
3/4
l --·2
7.'56
9.64
11.91
13.73?
1 7. '50"·
I. PAH I ·~. 17
. ---------1--------------
i TOT~L I 26.&7 ?
• ·. ,:. I
PASSING I I SIZE WE!GH T P~~S!NG
-----------I!--------!--------------1-----------i
11) I) I I ;~--
93 I I :~8
86 I ~~· : ;j . 2 '3· l
:::n I I #16 _,.,
•'.:.. I I i~ ~·· 0 .3?.:-
6 4 j~;. I)
"" I I #~0
49 I I ~t~ I)
34 I I ~~f., I)
~t:~ ;) ....,.-, . ~· .:_ -----------1 ~~ .L U 0 .74
I ~~'2 ;JI) .:-:-8 1
I 1--------1--------------
i I TOl~L I .80'5
,: ... ,. •.,,·:. :-.:· .....
·i ·~ ~ • IJ
l
-----------!
t. · .. ~ • ; . : . , : ' ... ·,,. •. •:.r ..... :, ,.:
I
··I···············*············· S[£t lE Ati.,.;I_Y S!S ...................... ,., ••••••••••
S !El.lE I CUMULAT l UE % I I :5 I E • •F.: t C.! H'1UUH ! '.IE "-o
1--~~~~---:----~~~~~~----:--~~~~~~~--: :-~~~~---:----~~~~~~ ____ ; __ ::~~~~~--:
I 4 I ---I ---I I ~·.,. I ---i ---~
3 I 0 I 1 0 0 I I ;:8
2 I • 89 9 '? I I ~: U } .·
1-1 /2 I 2. ! 13 '? 7 I I ~L t.
1 9.62 8 5 I I ... " -·-· 2 1.1:·~ .-,-
L. ~
3-'4 16.2'3 .,4 I
l/2 2~.24~ 60 I I I ~~ :. I)
#O.:.i) 4:~; t l ;.
3···8 3 0.?35 I ~2 1 1 3'::-1)
~~ 14 I 3 ·:. I 3 8 I I I • PAN I 2 .3 • 9 7? I I
.~--------1--------------1-----------1
46 i!
~;~I) 04 L '2
* LUI) 64 .:' .. ·
I TOTAL I 62 .97? I ~t ·2 t j I) . 6'7? .. !-I
I 1--------1--------------1-----------1
I I TOTAL I .66 I
;../ll ec t l
4~2424, Hole 87.7, S~mple 2.
I
I
I
· •t:· .. • • • • • • • • • • • • * • • • • • • • •"" • • • • • S I F.t..JE
. S ! E '.•E ! CUI'1ULAT 1 '.l E I % I ::.IE •E •::.Ur1t _rt ,:..,T t •.rE ~:,
I SIZE I WEIGHT I P~SSING I S I ::E l i!E ; GH i P •···-:.·;:, I til;
·----~---1----.----------1-----------1 ~ I ---I ---
1--------1--------------1-----------i
I *"' I I
3 I I ;~:3
2 0 I 100
1-1/2 .?•)? ·:;,9
1 3.62~ 94 I
'
l~ l tj 1)4 '~ :. ;
~~ ! 6
j~ ·::! n L: ~-, .. -···
I 3 /4 ;-. 3 :3 ::: '? i~ ;. i)
l /2 ... 6 8 80
}/:~ 16 . 0 6 -.·c. I ~~4 i; 4 1!'-" -,._:
,;;;.:; i)
14 21.40C. 0 ' :#61)
l---::~--:-------~~~~~~-: __________ _ ~~:3 1) .• 7 1 ...:. Or.:>·-'
~~ . !) !) 6 7'::; i ·~
f TOTAL I 64.77 j~'.? U I) 694 !::;
1--------1--------------!-----------;
I fOTAL . 69-;. I
·I.
.'f. '~.'.
I
.,
• -·~·· •••••••-••••.-•••·••••*•••••••• ~~ [ E 1 • .1E ~r·I~L.Y'~ i ·-: •••¥•• • ·~···•.,• ••••• ••••• •••••• •
'::ilE'.'E CU1'1ULATl'JE % I ·:,IE·.•E C:lr11JLAT '.'E " 1
~~ ::.I ZE I W£ I GHT I PASS I i"i(; I I S l ZE i !.dF. • :;H :" I ~· •. ~·.:::;.iN!·, I
1---------1--------------1-----------1 1--------l--------------t-----------1
4 I 2. 71 I .:. 7 I I ~~.... I I
3 ; ·) Q I 't} ; I ·:;~
I
I
I
-~
I
f,
2 1 2 .3~~
1-1 ·"2
l 27. 70~
'4.107
41.1'2
..:.~:, .. 1 i;"
~3~93":;
24.?::.
84 I
?6
~s .-...,
., ,44
48
4 i.
3 !
!---------1--------------!-----------1
TOTAL I ?8.~?S I I 'Large size material
' I
t·
'
'
5 0
4~2~24, ~ole 87.7,
·;-.:··.; '• .•.v ·,-.•
100
'::"'!lm pll!: 1 .
·. : ,-: ;.-:-··· . . . :. ~ ·.: .... :-.: .. '· .... :; ,: .. :~
I ~~ t) 1 o:.:. 2~
~~ l 0:.
~r: •J 2fJ4 ... .1
·~ ~ f)
l.l..:. il 4 1:-3 9 ..:;
~":-1)
t-.q
~1-::1 () '5?2 '! .,
• l l! I) • ?66 1. l::l
*.'L ·I I) .S:~6 I .7 I
--------1--------------1-----------1
f01.::.L . 6
:,··· ....
•
••
·~~•~••••••••••••••••••••••••••• SI£UE AN~LYSIS ••••••••••••••••••••••••••••••••
• ·.;IE'.JE CUr1ULATli..!E % II Slt'_;E CUt-1UL~T •' . .It ~
' SIZE WEIGHT PASSING II SIZt t.l~iGH! p,.·~o..:;[rH~
·-----------------------1-----------1 1--------1--------------1-----------i
I 4 1 . 75 '?? I I ~~4 I I I
a "?> 3 . 66 ·~ 4 I !:;:l I
~ 2 10.70S 82 I I
•
!-l "2
1
! " . ~~9
22.68~
··'4 I I
63 I I
3-··4 27.11? "6 II
l.-··.;: 3'2.61 471i
~ 3~d ~6.23 41 I!
I #4 42.63~ 30 I I
PAN 18. 3~'5 I I
1----------------------------------1 I
~~ ; 'I
tn6
w.: l!
~~ .~ i)
t~-.. 1·1
!~..; IJ
..... !)
~:j I)
#I •) !)
11.~ ., ., ..
2:2 .L l8
4(10:. 8
.';;33 J. 1
.541 7 • TIJTAL i I ~r.?u 0 . 5 48 I . 3 I
•
'r J~r:t 4;;;'24'24 _, Hol~ 90.6, S."lmpl~ 4 .
• '
• I
,.
• .1.
I 1--------r--------------1-----------1
I I TOT~L I .5~3
·~••••••••~••••**************** SIEVE AN~LYSl~ ••·•••••••••••••••••••••••••••••
·::,! E1..1E
T ·=·IZE
cur·lUL>-tT 1 '-'E
!.<IE !I;HT
~---------1--------------
4 3.r:;4
t ·:, 9.88? .-, 31.73? .:..
L-1 · .···J 40.6'2 "' I 1 47.76
j 3"4 '30.2.:\?
I l .-"'2 ?1.1'5 I
3/:3 '?1.285
) 1~4 ?1 38""·
Pt-oN .4!?8
% I •:; IE •£ ( Uf1UI. AT l UE '!-,;
PASS 1 NG I S I ~:E I ·IE ; GHT P•·~·~· :i [ t·l:_;
-----------1--------1--------------1-------~---i
9 3 I 1~4 I l ---i
:31 :~:~
3'4 ~~llj
'L'2 ~H6
7.9
3.1
1.3
1.1 . ~
W/IJ
~~ :. (I
~~4!!
~~';> IJ
~~6 ii
. 8 '
. 7 I
1:, .6
---I
---I
t~:' u . ·rn . 4 r !---------1--------------1-----------I ~~IUtJ .2~4 .4 ' + !i]T"'iL I '?l,:-=;43 I
'Large size material
5 0 100
• I 1~ '.? ii •j . '2 9 8 I . ;. I
I 1--------1--------------1-----------1
II rl]l~L ,4':>::1 I
·.,· ...
. r ....
~-·•••************************** SIEVE ANA LYSIS ••••••••••••••••••••••••••••••••
! SIEVE CUMULATIVE % I I SIEVE CUMULRT!0E %
h SIZE I WEIGHT I PASSING I I SIZE WElGHf I PHSSI N~ I
·---------1--------------1-----------1--------1--------------1-----------1
I 4 I I t~ I I
3 I 0 10 I) ~~8
2 2.71 9? -~0 1 ?1 •"")-:"
L ·'
1-l/2 ?.7? 90 116
J 1 13.?75 77 #~U 29 :~ 2 i
3/4 19 .81 67 #jO
l /2 27 .?7 "~ .40 "3 ~~ 1 U
3/8 31.~9? 47 tSO
i4 3 9 . 23 I 3 4 16 U
PAN 20.64? I 080 733 1 ..:;;
1---------1--------------1-----------tlOO . 744 1
. L TOTAL I 59 .. 875 I t200 .7'56 I .5
--------------1-----------1
TOTAL .767 I I
?r )ect 4'52424, Hole 84.6, Sample 2.
•~i******"'***************"'****** SIEUE ANALYS IS ••••••••••••••••••••••••••••••••
:3 I E 1 • .i E CUMULAT I 1)E % I I ~;I E•.JE CUMIJLAT ['.IE 'l-8
J SIZE WEIGHT PASSING I I SIZE I WEIG HT P~~S!NG
;-----~---1--------------1-----------1 1--------1--------------1-----------i
4 1 0 I 1 0 0 I I 14 I
3 1. 0 4? I 9 8 I I ~~:3
2 10.19? I 83 II #10 .04:3 2'1
I 1-l/2 19. 7?? 69 I I ~tlo
I 1 28 .6? ?311 #'20 .081 2U
3/4 34.32 44 I I #30
1 /2 39.90? 3? I I #40 .209 13
3/8 42.67? 30 I i t~O
04 46.2 24 I I 06 0
PAt-~ 14.99 I II t ::JO .3'?6 ... 3
!---------1--------------1-----------1 I tlUO .376 3.2
1 TOTAL I 61.19 I II t2 tjlj .4 0 8 I 1.4 I
I 1--------1--------------1-----------1
I I TOTAL I .432 I
·p~e)ect 4?2424, Hole 84 .6, Sample 3 .
(.
I
I
36 .10'3 43 I I
~?.06'5 '29 I I
.147 2.4
I
I
'53.19 ·16 I I
?6 .13 11 I I
.17.:;
---I
923.7 1.8
I
I
.I
·~:I•••••••••••***'*""'**"''*"'*••••••• SIEUE At'IAL.Y'~[·; ••••••••••••••••••••••••••••••••
. I S I E ~.!E I CUr·1UL ~T I 1 'E I % I I S [ E' 'E CUl'1IJ L.~T l 'J E ~~ I
I SIZE ! WEIGHT I PASSING I 1 SIZE I WEIGHT I P~~S!NG I
1---------1--------------1-----------t 1--------1--------------1-----------1
I 4 I ---I ---I I ~~~ I ---I ---I
I 3 I tJ I 10 0 I I ;~;j I I
ll-l;'2 ~:~~I :~ :: ::~~ .196 23
1 6.17? 67 II ·~:l) .29 'i' 1 •::: I
3 /4 7.66? 59 I I ~30
l/2 9 .2'5 51 I I -~~ ~ ... • ~ 0~ 14
3 /3 11). 26? '-40 i i l~~' I)
II ~~4 I 12.67'3 I 33 II t 60
PAI'I I 6. 2 I I I ~::ll) . ? 3 8 I 7. ~
• .---------t--------------1-----------1 I ~lUI) .?64 4.1
TOTAL I 18.87~ I I I #2 00 I .61S 1.S I
I 1--------1--------------1-----------1
! I TO TA L .644 I I .I '•
4'52424~ Hal~ ~4.6, S ~mple 1.
I
••••••************************** SIEUE ANAI_YSIS ••••••••••••••••••••••••••••••••
·~I EUE CUMULAT IUE % I I S I£:_:£ C1Jr11JLAT! 1.1£ ~i
SIZE l.JE I GHT PASSING I I 51 ZE '-•iE I GHT I F•,:...·..:,s I Nl~
1---------1~-------------1-----------1 1--------1--------------1-----------1
4 I 4.6'~'5 I 93 II '44 I I
3 10.:?C:'5 8411 1~H
2 16 . ? 7 7 4 I I t I lj . 1 ;:, 1 '1
1-l/2 ~0.3Q:; 68 I I #L6 ---I
1 2~.23~ 60 I I t1U .2~4 l~
3/4 ',2::3. '?6'? '?4 I I ~-~0
l/2 34. 18'::' 46 I I t..-1) • 3~-:9 10
3/8 'P.72? 41 II ~~'50
t4 4'3. 49 28 I I tr:.ll
I PAN l8 . 1}6 I I 1~:-; I) . 48 2 . 2
. ---------1--------------1-----------1 I t Ll.ll) . 49" 1.,.
TOTAL I 6 3. ?? I I I ~~'21} I) • 51 I . ? I
Large size material 11--------1--------------1-----------1
I I TOTAL I • ?2 I I
5 0 100
PrvJ~~t 4'?2424, Hole 86.3, Sampl~ 3.
·•
•••••••••••••••••••••*********** StEVE AN~L YSi~ •••••••••******•••••~·••~·••·•••
·:; [ EUE CUtlULAT I '.'E % I I ':3 I E.')£ 1: UMIJLAT J '..JE "li
S IZE I I•IE [ GHT I PASS I ~~G I l SIZE I i;JE! GH T I PHS':?! !·il:; 1
1---------1--------------1-----------11--------1--------------1-----------1
I 4 I I) I 10 I) I I ~~_. I I
3 '2 . 44? 9 6 I I ~~8
2 8.?2 86 I I
1-l /2
1
3 /4
l/2
3/:3
14.84
27.33?
31.72
38.3 '3
41. :~I)~
'::'6 I I
'59 I I
49 I I
39 I I
-~ 3 I I
44 46.98 I 2~ I I
I· PAH I i. '3 • 46 I I I
1---------1--------------1-----------1 I
~H o
~~ 16
~r.> n
~~51)
~~;;.i}
~~., I)
~~..; u
~;~ 0
~n uo
1 7 1
.3<44
. 6"21
• ;31)?
.8l6
2 1J
l '?
6.6
L. '2
~ !
TOTAL I I ~~2 ;j i) • :3 3 8 . 2 I
I 1--------1--------------1-----------i
I I [()f~L I .:346 I
JF!Ct: 4?2424, Ho ie !:::16. 3, "3i3mp le 4.
-
•
• • ./.,. * * • • * .. • • • • • • • •• • • * • * • • * * •,. * * S I E~JE ANALYS i ~ ....................................... .
:3! E 11E CUMIJLAT! 1 .lE % I :-:; l E>.'E C!JMULAT i ·.JE .. ,
SIZE WEIGHT PASSING I S I z~: l.,ii:.! GHT PH..:,·-:. [ r·,Ji -
~---------1--------------1-----------1 1--------1--------------1-----------1
I 4 I 0 I 100 I I ~~4 I I
3 I 4.9·;n; :.j9 .-, 11.145 '"?c;; I • ... ' -I l-1 /2 14.!:16? 07 I I
l 19.73 56 I I
3 /4 22.84 4'? I I ,• l/2 2?. 9';1? 41 I
3 /8 28.11 36 I
~4 3 2 .83 26 I I
• PAN 11.5 7 ~ I I!
1---------1--------~-----1-----------1 I
1~:3
~~: u
~no
w.·u
1~.HI
~~41)
1~S 0
~k.U
~~8 0
i~ ; IJ I]
.138
. 2'2 l
'>;.:'. . -'-'~
.604
l ~·
'.:!. 6
TOTAL i I l~'d iJ 0 . 6 3 '3 ,.
•
~~ JeGt 4~2 424, Hole 8 6.3 , Sampl~ 2 .
•
·····.'·····
I 1--------l--------------1-----------1
I I T I]-; AL I . 6 '? 3 I
. ..... ' ~· .... :.
I
I .~ ·•••••*********#*.************ SIEVE AN~LYSIS ••••••••*******•••••••••••••••••
I Sl E ~.i E I CUMULATlUE I % II SlE'.tE I CUt1ULATI 1JE I % l 1 SIZE 1 WEIGHT 1 PA ~3S II'IG 11 SIZE 1 L·lElGHT 1 p,: .. ,-.:,srr·ii:: 1
. ---------1--------------1-----------! 1--------1--------------1-----------1
4 I I I I '*4 I
100 I I 1~8
96 II !~lO .. 138 ~4 I 3 0
·¥ 1.?1 ....
l-l/2 ?. 14 :3o I I ~16
73 I I ~r..?fl .. 18'? .;::::
..:, 3 I I ~t 3 li
'32 I I ~4U . 364 l :.
I 1 10.2.:. I 3/4 13. '?7
l/2 18 . 1)4?
3 /:3 20.94~ 4? li t?l)
I . #4 26.2?~ 31 II ioU
PAN I 11 .. ':> 6 I I I #::ll) . 6 01 2. 3
1---------1--------------1-----------IJ tlOcr .618 l,?
i TOTAL 37.817 I II #200 .637 .6
I 1--------1-----------~--!-----------1
I I TOTAL .65 I I
-'I '-'r. ) ec t: 452424, Ho l e 87.7, S~mple 6.
I
I
I
I
I
I
I
I
I
.... . . . . . . ... ~ '· .. -::· . .:-:.--. ~ • 'I -~-~-~-•• • • • • -. ~·,· ... ,; ••• • ~ .y •' -~-•• ••
::.-·.· ...... ,. ...
~'it .......................... ~.······ s-tE~J.E A~iHL 'T~-s·.t" ·3 ... • .. • • .-. ............. ___ ~ .. ··4t.··•··· • • ..... ~ • · ··• :• .............. •
'! $JEOE I CUMULAJ[tJE % 1 I. :=. !EtJE GiJ ~lUUH l i_tE olli
· .. ··.-.·.·.-.·.··.•.·1· ·.·····.-.:. ... -··~--·-1.---.·E_. --·.·-· ll---·.-.w_E_ .•..• _fG_·. H--.•_r_· .. -··.·,..· ·,.. PASS lNG II SLZE 1.<11': I GH : 1 p •.. ;:,.~ f.N I; . .. . ~~~~----·-~11---~~---t--•-----------1-~-----~~--1
.... . I 4 I I I •. 4 I -.--I
~~ H ~2 1 : : ~ 1 ~i i : •B *'~ !I 02 7' 6 ~·
.16
/.•:.-·.1 l 2. 47 ·~3 '·I : i :::; ~-... 9 4 -~~ 1.
,,/ 3 .··:~ -~: g~~ 79 I
t::::•J 08'-4 t:;A
~-!-0
.40 Jl 1 "2 'f.·
·~I)
',1' ; *4 10; 1'2 :~ 70
·:... .••• PAr:r I 23. e I I I
.• _,:..;,,.. _______ ,..;..., ____________ .,.,_~-"'"-------11 4:1110 .48:~ .1
...•. · ... ··.·.· ..•...•• •·.·.· •. ·.··•··· .. ••·.·.·•.·. TOTAL 33.·:.-•;!r; I II t200 I .484 I I) 1 ~~--------1--------~-----1----"'"------
ll TOTAL .484 I
te.O
~::! I) . 48 6
4?2424, Ho-le U"'"'!! ~
I..J .• • ,•. ~ Sample/.
·--,
·, . .., ~-.. ·
?:I;
··;:.
}. . -··-~-·
~ ..•. ·:,_ -~***""**"'""'*•~•*•**********•••• SIE".lE ANALYSiS **"'"'**""'"'-.**"'**•~••••••••••• •••••
. Sl£1-.'t:: I CUMULRTF.:E I % I I SlE' . .iE CUt1ULAT i;,.;t£ %
' I O::;f.ZE I I,IE n;HT I PASS l NG I I SIZE r,JE !GHT P14 :~.Srt-IC-<I-----:---I-------------~-:--------~~~-: :----;:----------------: -----------i
I 3 1.8'~ I 93 II i~8 --• ·. 'I 2 J . 7'5 I 86 I I ~ 1 I) • '2 ~ 1 '2..:. I
\ " 1..,1..-2 '5.2 I 81 II tl6 ---I
;; ,· l 7. ?6 72 I I t :'".: 0 . }9.:-. 17 "II 3/'4 9 •. 64 64 I I t30
:). l /2 11.91 ~':> I I t40 . ~s;7 "ll
'', 3 /8 13,73c;l I 49 II #~l)
'"r l... t4 17. i;t)C:; I 34 I I toll
·····.?···.·.·-•.1.· .. ·-·· ·-· -·. -P_ A_·•. ,_~_. -··. 9 . 17 I i I .:::~ l) • 7 2 3 . .:, I . ---------~---.. 1-----.o---•-1 I #1 00 .74 2.8
. I TOTAL 26. 6 ~"'5 1 i I #:.!iJ iJ • 781 1 :I , :: ~tb~~~--: ----"'-----~~~;-:-----------I
·.·.··.·.·.·.·'·.1··.·.·.·.·.·.·.·. ,: ·; '
: · .. <<
<.·:.:·:· .. ::' ··;:·.;
... ·... . .... : ··'.·.:\ .::~·: .. ·.'.:_) ... ·.: .... ,. -: :·~ .. ,. -
-.< .... -. ___ ;..,;:-.. ···.'. _-:.· :-\ .-_.-. ·-·f' :: ··-'• : ,.·,
.. ).~.: •... ~···· ......................... .. S I t:UE Mti.:--•L Y S l S
~-1 S i E•.1E 1 CUMULAT l'.IE % 1 1 S l E '-'E
P~SSING 1 I SIZE
!": i .!i'11.1L ~ T t •..IE
I.<JE.! GHT
%
F -~-~S r NG ,,,,_,_ ·;_: ~ ::---:----~=~~-~-~ ---------'------1 1--------r --------------1-•--..-----..,..-1
I 4 I
. I ·•. .,
3 I
1-l .-''2
1
3 .--4
1 --2
3 /:~
0
.89
2. L 8
9.62
16.27
2~. 2_:4~
~~(J."3?
-~ t4 ~9
~-,. PAi-l I• :2 3. 9~7c;
100
·n
·~-7
ec;
7 ~.
60
132
3~
I I t~
i 1
I I
I I
I I
1 1
I I
I !
1 1
1 I
:t8
t !(J
~16
t '.::i.i
#?·0
-~l)
• ., 1)
tr:.il
.au
1 I) 3 5 ') I
2ti~ .-:-, .__,.,
-~-----1
•. 4::::· I I. 1 t: I
. 64 l ·')
L I
1--~------1--~----•---'--------------11 tl l!O . 647 ..7 · I
~ I TOTAL I 62.97~ •'_~·-__ :
-~
.•.
i~:~-p~c ~ 4':-242 4, Ho 1 e :-3 7. 7, S .~mp [-e 2.
·.· __ ·.··_.·_.··.'1 ;r-:J· •
::-~1 :--~--.--•• ~.,.. ............... liHHt-··· s I El.JE
, ... SI'E1JE I CUT·1ULATl'_;E %
~ J SIZE 1 W~lGHT P8SSING
;;:>1 ··:.. ...... ~-... --... I --------...... -•'----....... •---•--
.. · 4 I ------
3
2
l-1 /2
1
3 ..-4
l /:2
l 0
. ? Cl?
J.62?
7.3:3
12.68
100
99
94
89
80
t I f21J I) . e?t; I • 3 I
1 1--------1 ----~---------1-----------1
I I TOT~L I .66 1 I
I S 1 E '..IE CUr1UL AT! '.JE '-
1 S [ 2E t·J£ l GH r p .:~·::.-;:; !1--IG
1---~----t---------'-----1-----------1
I .4 1 I I
I ;~8
ttl)
!~. L6
~~2(:
•Ji)
t41i .40 ';,1
3 --a lcL 06 )I;' ~~so
t:4 21. 40~ 67 toO
i · •..• 1' P~N 1 4 3 . 36 ~ I 1 I #81) 1 • 6 6 ~~ 1 ?· . 4
•:(':. ---'------ 1 --------------I -----------I 1 t 'j_ !} !) I • 6 7.:. 1 . 9 I
, TOT·,:..u __ 1 64.7/ I 1 i t::?fiO 1 .694 .~ I
-~~-
1 1--------1-~------------1-----------1
II TOTAL I .6·~9 1
.. . . '. _..-. ~ ' . ---· ,_.-.· .... --..... . .. _ .. ,._. __ · .. · ,;.,;. ~-.. ·.; , •.. _ .. _ ...... ..;_., :_:.·.-.'· .
"''·. ·::-':.;'·:-i_,..,·:.···-····_:'',.-1 , ..... '
-:~:~.:-. I" .. ·:·.:-·.. '
lJ;~I·:.
<
~~CI
-_ •. -.., .. :* -,. .• • •·:• • ·••-•·•·•·· ···-• • •-·•·•-•--••·• .... •-• S I ~~..JE .:::.r·H4L. ·,·s i ·-:-; * •-• • + • • •., • • •-• -..--· ~ • • • • •-•·• • • • •-• • ···-•
•·••··••• .•. ' ·-··· ••... ~-~ l1.•.E2.E•.JE: ',·,. CU. MW·.uE· .. ··.Lr··AG·HT .. ·Tt.'JE 11 '% t I ·::; IE • .IE CUt~Ul 4T ! '.!E ·~·.
. .=. P~SStr-u; II SlZE i t.df'<;HT F··~·.:,-.;:r·ll·.
--------~1----~------~--~-----~-~--1 t~--~----1--------------i-----------1
;,;i··:l 4 I 2. ?1 9 7 I I "1~4 I I --....
!
·.·.·······-
> ·.,.. .
·, .. -.
.. ·. ·.·a·· ... ·.·.
l-l/"2
1
?.29
1'2. 3~'3
L :3 .• :~ i r:;
27.?0'3
'? 3 I I
84 I I
:·?"o 1 ~
613 I I
3""~ 34.10'3 7.7 I I
1/2 4t.12 48 II
• ~.-·':3 4r;,.l<i'5 4l I I
t4 ~ J . '? 3 .:; 3 1 I I
P~N 24.14 I II
.t . .-........................ , __ .. _._ ... ________ 1-----------·1 I
:::3
il ! I) 1 1)';, -::.-~.
~~ l6
~·-~ IJ . 21)4 ... 1 ,:
~~; I}
~~.:. iJ .. 4 ll:l ·~ ..;
~~";·.1)
·~q ---
*80 c:>'j2 ~ ~
L 00 c;e,~ 1 .H
•• TOTAL :."8 . ~ ?? I I I t2 i! I) I • ~8 o l • 7
·.~ I 1-.,.---..-... -. 1-------.-------1--... -·.,. ............... ...
*
· · arge size material , 1 ror ~L . 6 1
5 0 100
Hole 87 . .7,
;.·.I .. .
· .. ·.··.·I :,_<:=:_. :
/ .· . '·····1··.
.-.--;:--:-.. ~ .·-.
... :
.·~-~,~-·~~·~···· .. ················-······· SI~:1.;JE AN~LYSIS *••••*•••••·•••••-••••••·•·••••••• :I ~:~~E: . CU8~7~~iUE PAS~ tNG :
1 ~ ~~~E 1 CiJ~~~~ ~~ :'··'t P ;,o"'~'Jr;;~ 1
·I· ____ ... _ .... __ ·---·--.,..·--'""'---·--1-·----·-------1 ----.-.-....;.;..·,..·1 ----·---------.-..,..'"-·--""--'-·'-·""-!
· .. ·~.·.··.·.·~·····.····· . 4.· . . 1. 715 I 97 I ~4 I .-."-·-.;, ·• 3 J. ~6
. . I . 2 l G , 70 ~ ·;· ;. I
;~.i l-:~: lS. r',9 ..;...-·~·~. ,.
·---J.
····.· .. ··.•.·.·· .. ·1!·· ··." ....
;;:".
1--'2
3/B
3'2.61
.~6.'LJ
·13·· I
;..;.. .... __
.4 I 42.63~ I ---
PMN !.8.3'::'~ I If ~pjl) .'?33 T,;li
·r-;;t~~--: --------~~~~;-: --------'"----:: :.~z~ , :~:~ :j·:-r ~· ·
.· . I t-------.,.. -1--.. ---.-.--" .,....,;-.'--1'----.,...-· ... .,.. • .,..,..,.··~·-J
I I TOTAL I • 5~.3 I
4?2424, Hot ·~ ·;;o.o .•
·.··._ ... ···1·· -~·.=: <
·.·.·· .. ·· .. ·.· .. ·1· ... ~:·~· ~ · ..
nl:
·.·.··.· .. ·.·· ..... ·1·' '· .. · .
· .. :.' ·'
···•••••••••*••*•*****••••******* SIEUE ANALYS !S ••·••••·•••·••••••·•••••
.. ,..,
4
3
2
.• ,._ ....... , ....... :··-· .. ;··;· .. ;.
CU!'lt.JL,:;.T I •.•E % I 3 .1F• 'E LUPULAT ! '..IE
ftlE lGH T I PA<.;S [ NG SIZE i.-it tr:;HT I Pi'i-'::··-3 -H;·,~ ---------------1-----------t --------1-·------------•-·1•·--.-.-·-'"-'-.-,..,. ..... r.
J. 15 4 I 9 3 I •a I ..
~.88~ I Sl •8 ---
JL 73? I ·3•.;, t! IJ • 00.:·.:.