ift. Pt jAlt DO. «*!
s JTM E
** ____________ Flp.Mon-
I*r 2VENS-JN Lehor I 50 «rq W«flh 1 'JO Deotr JJK'-’ti
SjRFACE ARHUMlPl’
tar.;
TAMPLtKG KTHUO -SHrPO-.SG CONTAiSfO
C. - L-COfjoned compeswa srenglS r ry"3“ rej*. jr«d
;
R-’hn will hX<
CkSnoMl
**• 2 arved Htao
D Tut*
P-TWl
Q GlaM «X
Rdcrt* Sag
l>-i*asBc baq
TMcOican
J Asodcnbai
Z-deva.'oaff
Approved
Date JJE-Sfi
•nth pool*| (mtt«Brxref il*
"Hedix ______
bv _J itSil.Bare
Hfiropoww
P'^octj
fiA
1 a-*2 BA ?
Pre
Study
Volum
e 4 • Anne* fl
Annei9 3•1?
l!jOg
g!jN4
MORCONSULT-AQUAfECH ]
TEST PIT RE
PORT
PIT No
BAi'Ei
S'artedOctX
c/nhedOd
3*.1996
joc P’t^ayb'Wi
SK6T 15 of 21
Client _!±£u!x!d •iiis.h^res
pit
dimension LwgiT-1S0^.-
SU«f *CE AROUND Pr
Site
N__
W
depth
OepfTi Ir-fa
Ct
Granite
DESCH.PTiCN- I alnu- eori»i.nc,tensity
unicluro. nMiun, 71„
- ^""mutnurwi, arlg n
,
Sane matonal, with abundant quart ' ‘-•S^.come grained Fresh grange.
The p«t was filled wiih water
WPttffiGOtflAMR
O-Tube
PTm
^buviic b»j
a. —
T- Meiai <-^»c
Q-GUss pr
R-rJoih bag
U- A’ooOen t»c«
Z-dukca-Tlec
*4>froved_
Lopgedb) YHWw* Pn-i|Dctr BA ‘ a--? HA 2
■'I - Ani‘.« fl
Pre-f
SiutSy rLnrw • B 3 10
InORPLAN-NORCONSULT-AQUATECH
TEST PIT REPORT
FiT No 3A» £2 S'jrttHJ OlT M FOct -'I,
Jl.ie
SHEET 1& .OF
ii-^!*>_ Ccz^> JJCmtr
ipsr^-zr
■. hr ^ehtrt_________________
16 1? M5Baro Hytkofoww <*ruyem Ba •. *>5 ba 2
Volume 4 Ann* i f»
Pt&f eas't»Hy Study
Annei B 3 ’9
LNORPIAN-NORCONSULT-AQUATECH J TEST PIT REPORT
PIT No BA1 Q* Stifled Od V f -»$XJ Od 31. ’?£
JOB P^dBPSibH-lv
SHEET 17________ Of 2*
CkiENV MmlTi o'
PROJECT Bwu?l^2fi9*W ?Ta5i-
LOCATION iUTM) E________________
S’H 1 Dun yilg Prufilo GG. left ban*.
PIT DIMENSION LefMjCT_______ i SQjdIV
_N____________________ Elevate
SkJW ACE AROUND P'T W«rf i»*l
Width IQCmtt Depth iMffltl
IB>‘n
Pttjech K* • *rd 2
4 - Arvwi 9
Pi> ban*
___________ N___________ .--------------EtartflOi*
1 rrn _ Wdi?i
l00rtt_ 5*c«* 2.XLZS.
A-ckilh bag
2 ckMuirttad
IrajiBcsnr ____________________
'-«99«i b‘' _______________________
&«rov*4________________
o»i’? pg. ae
IL 12i»5(•art
V6u*n#4 Annci B
J'rj^as BA 1 arid RA 2
Prn-Fw&ty St id>
MMB3 :•
{NORPLAN-NORCONSULT- aquatech
TEST PIT REPORT
or No flA1 ji Styled •S'B
jOe _P^taa$i^ 'n^tjpton
F■ mtfwtd 2ft ’M
SHEET 19 OF_____________ 21
CUEN1 gf Wfcg
PIT DIMENSION
’PIMENS.. A Leng*________________ WnJlh________ , ,?fVn
------Electron
lappm.maie nolnwmuryj)
SURFACE AROUND PH _Fz crxmsfency.'Donsity
Structure mosbjre grain n/r piMkcny o4c*
Hr Wooden bo*
R norh bag
Z-Awarded
Ins (mm: for
Appioved
Lug-jod Bemane M
1t »2MO5j t-yjir'rpcMrHr Prqtgr GA I and !=_* ?
VoLmth 4 - Arrnei ft
P-- rr
LArdy
Ar-nr« H -3 - ?•*>'
jNORPLAN-NORCONSULT- AQUATECH
test pit report
p it pita HA1-J? SlBrtad_____________pnsTn* J
„^-_____________ W.i1lh________ CW J
S ijRF A IF AftOUND Pl T S=OCTL Hille V^iil Ah'i-i
DEPTH
■'mJ
SOIL TVPF
1 . on'™ Type"
0 00 Clay Ros-Hudl! ssl
lu
3 00
IOC Gravel-ciily
Id WMjrely
i. 1
U-- ' lie Dnplh
i,g m
1- J 2.5G
17 15 3.20
3.75
jti1 '1
3 >5 Beo Rcc> Pl
Io
7?"£SCRiPT|OM CmcHtr r.rxisish&nCjfTlr’iisi^
■? ?F4iEkir» i-tcusrun- ijj_ain Jw.JTt' pianlicitj
;
:?■ drtewr. -jn.- lUhttpe. concwmliuii. u*yn
Red. civtmety comp acred ’-■aw GS sNghUy iwjiiL fine sd4 with l ”le iwl gra«ri«?il B>and5 Few course angular
rpfJHfis -gf qunrlE.
Red <-ery compacled. mc»w« drj, GS fine clay sol w’Ti kXs c* course, angular quart? feiftpar g-asns.
Probahly t«d rack nf qrnn»l«
Cr imposition
ARf A G is Ind for conAtTjcticTi
macaoal. Thu pitwas r3(lw
due Io highly compadv! hart* c-ay. Hand m»ger was ijvd to deeper Che pH ’rum 3 50 to 3 T5 meters Aijg#r Multi not be diwitfi deeper fwj&r aa?mpi& roGQviriy From
la
auger shows courser mali&FWl flI j./5
m depth.
B-TTi -n Eu be
G-STrewl
H I’.ar^d [Hoch
Lirift;i'ip; >-HH5 ciwcrw^fje SSfinyth in kgtarf nitJri
D-TutHi
P.Tm
0 Gliiii,_i»f
ft-Clee. fr*J|
lf rw|
S-piasllc bay.
" -MCLdl car U-Wcoder. 3qk Z dtscartHWl
wEh puu etat ph-tfifriyre^rBrBaro Hydropower Projects BA 1 and BA 2
Volume 4 Annei B
Pre Feasibly Study Anr**« B 3 23
Jnorplan-norconsult- aquatech
test pit report
pit no BAI J3 st»rwe vectation cove-
SAMPLE
DEPTH
0.00
to
250
Clay severely
weathered soil
250
to
3 50 3 50 to —
Gravel day sever.y weathered
Bed Rock (7)
DESCRIPTION Colour. oonsiStericy/Dijnsrty
Structure moislure. gra n size. platlcity, odor
dilelency. gra^n shape, compositor, engn
Red. very compacted and indurated massive, dry fine soil with minor med grained sand grams Some course angular grams of quartz and feldspars
Red. very compacted massive, dry. fine ciay with considerable course angular quartz and feldspar grams
Probably bed rock of granitic conposihor.
Remark
GS 19 15 3.50
Pit was tor checking construction Matenal It was very difficult to dig and to excavated Hand auger was used to deepen the pit Iron 3 50 m depth
T he auger fared to go deepen thar 3 50 m poor sample recorery from the auger shows courser
material than sample 19
above
SHIPPING CONTAINER
0-TtlHl WRB ItltM'
6 Shovel
H- Carved Block
O-Tubo
Sjxast*. bag
P Tm
Q„ Uncorifcneo cwtpreserve strength |r fcgfrn' -reaSj.„d
IKXkel p«nriromen*er
1- Met al can
Q-Glass pr
U-Worxfer bon
R-aolfi bag
2- d*scardc«i
Inspector
L xqqed hr_9€fhinC-M-
Apprr/vc<] _
Date ._
’C ’2 2305fiarr Hyi> .power P-rMct* fiA I jnrf RA 2
Votary 4 Anr«« B
p*e-r»»***zy study Arv«i B 3 24
[NORPLAN-NORCONSUI T-AGUATECH
TEST PIT REPORT
PiTnc OAiAl ‘j^»d 29.? f ^v^j^Mg-ge JC6 "•c'wtMihf jnffHlUfln
SHEET____!_ c* 21
Cl-NT M*T5ln AMk* Mehouirrs
PRD-CCT B.irL '■rlHQ'wrr Pt»k* $iTf Bwo-2 Driven Qty-. t'lgllle A.A LOCATION (UTVi N fl&ft 2CC E 74(L75C H»vab 64C rr
Sup*ac< AMouNCPrr Skw. vwMMhon cower
’cf s< RIP’K.N CofeXX COflM>'XV,tJAje Dettb rm m
Clay Restful So«i
Cayey sand
completely
*ealtie'ed
M rock
And, ccmpacled massive morsl. fine soli with m-nrw mod grainod sand grains
White-pink. semi compacted, massive med to course sand grams with minor cay Angular grams of quartz and mca
flakes
Gt ervle gniMie pj
Depth from 6 CO In 6 40 te.Kf^d hand auger Auger could nol be (Jnven deeper than 6.40 mder
•SAMELWILIHW
B- Thn wwii *ut*i
•SHIPPING CnNT A MlW
-Shove
C-’lZw
PT*
S-CAMttbdg
on
h- Larveo 5»x*
Q G ass ar
U WtxxMn bQi
R-cx>rr. t>j
Z-dscaroec
-soector
L Bertane M
’4 ’2 JOOSBare Hyd^v»>»e< Prc^ecN BA 1 ano BA 2
VcAaiw 4 Anne* B
Arr%CQ»tfn Dam.
Profile
AA
PIT I HMt \si< )\ I
fc ft&W Ucsiljon J )4Q rr asl (approximate. not measured i
v L;
‘‘
--------- ______T>p«h 2 ID m
WkJlh
SVRF ACE AROUND HT Sl^ahlfL sqglalmn covet
DtP TH
son TYH
I op Sod
OtSOlPTMTS O4*Dctuin SmatMR bcsot p^ sut pUuxin otfcw
ft
grata dapr camfumtmi
.
Rl.xk brrosn. moot
SA MM F
SctkS pitri dtfhih
wraihered
Red-brown !«.|| |Hiiq
B-Thsn uaJJ tube
G-Shmd
»- Carted Block
SHIPPING CON j A INER
a Tube
P Tin
Q-Glass jar
R-cloth hag
S piastre bag
F MruJ can
U Wooden bot
/ Jtwarded
Q. - Uncoined compress.st strength in kg™ pocket penetfomcnicr
Inspector
I«>2ged Roture M
Approved
tC 12 JOOSMwmt Prr^octi 5* I -rd RA ?
'-RkrtiM . Annai £|
f rr-Fe«vt*f St-rf.
r
■ B J - 76
NORPLAN-NORCONSULT- AQUATECH
TEST PIT REPORT
PI T %n HA Ml J-Suncd _M__________________ F iniahnS JfrdU** JDS Pfrgfeaiihil trailer! c3Srjy*ii*f
5IIEET i OF 21
CLIENT M ^-ujy of Wafer KcX'RCEQ
PHI 11 EC I
J.y n? I |j
dr»jpuw>er Prn
tcd
SITF Barn
-? p
ife<
TM»n
IJtifii
, PTon '
f .310
LOCATION
ilTMi
4
{SJSS-J ??
I 746-200
EkviXittfi
I
I
Id
>n
nl
. k^miitiju-, nor rr.eavjrdj
Plr DIMENSION I CTtfh_________________ Widdt_ ________ Perth W*
St RF ACE A IlLlt .‘ND PIT in crcaX - iumhc 1'gftdJUion
DESCRIFTI15N • ■■i.-rjii «maiUMcy/Deiist>
t !| l Htfnpnirled peWhcta
tind
Gramie C jniEMc
□cd luck, brown
•SAMPLING METHOD
Tl-Thin wall lube
G^Shovel
Fb Carted Ill.K-k
*5.1IIPriNG CONTAIN! R
D-Tuhe
PT in
Q-Cjisii jar
R- B 3 • 2^
NORPLANNORCONSULT- AQUATECH
TEST PIT REPORT
Pl I Nc BA2-CI Started 2 7.___ F inished 523$
SHEET\OF .21
CL ILM M i p Mjpf Water Resources
PROJICT BttroHydjupoucr
Silt Haro-2 Dncnion Dam. ProfileCC
LOCAI ION |UrM) N WRJ(T) N 747 Elevation 1320 mil (approximate not measured) Pll DIMI NSION l ength_____________ Width. _____________ Depth l_W)m
N1 RFACL AROUND Pll Hill )yp. wine icgcUtionco%rr
R clrnh hag
Inspector
/ discorded
Approval_______
h v r/)5Prn-Fnn4-Uy Slui!y
0o q
Proje^ 3* * nrnj M 2
A/V^-J fl ] - 2(
1! - Arrwr B
NORPLAN NORCONSULT AQL'ATECH
TEST PIT REPORT
pit so ba: <.\byaaLll2___________ • "’•■‘hcu
JOB P>e»WiMlirvJn>OHJial!2r
SHFII j_
OF—fl____________
CT.II N! MjntMrj ••’ *4*«LWovLMi£>
PRO)r< iiaruHjarrr.^jjrmssL cin ^2
lix ALOSiiriM) b ^JS'I I 7472^ Fiction 1335 n *v I gcd
SAMP! 1
di rm
(m]
SU1I TYPI.
|]|:S( KIP1ION Colour, tuns-slencv Demi Structure, nronturc grim s’zc. plasticity. ndnrdilatc^KV, gn n %h»pe, lumpukiUun.
origin
Type*
No
S-rz km
1 -teplh
m
0.QC1 1«
0W
1 up mill
Brown reddish, moist
r.frj
uk :□
« Kr
Claves
weulherrd
2 30
to
Rod Rock
Drawn reddish, wrni compm led, rmmw. nw'M. Iitlle ihiy malcrml with abundant, med Io course, angular quartz and (rld^jw grains and some mhhrh
Grinilc tMiiesse
GS
6
O-Tubc
S-pli’tEu: bag
Q. - I lnconjv«nrd comprEyuve Mrength n ligfcvrf measured
m- irh pockel. rcnfflromensfs
FT«i
T St ela I can
(JLliW |3J
U 'A wdcn box
X ekvlh h;ig
Z-discxrdrd
I m pre lor
Lcsfied Hchre M
Approved
ir,30C5B4TQ Hfjrocxw
VoAme 4 ■ Anrwyi B
BA 1 nnd BA 2
Study Anoei 0 3 • 29
Inorplan norconsult-aquatech I
TEST PIT REPORT
PIT No &A2-C3 Sin«f0d?5 RnrtXCOrt 76.J229
JC0 .Pa^eWfbjhtyjnvgMjgiit^
sheet t_CX 21
Client m^hy q< Wai™ hc-m^h^
PROJECT ba’u >‘^,W Protecl _
I OCATVOi |UTM| F__________________________ PH DIME NSlON I c nqtt 1 SOfTtl------------ SURFACE AROUND PH
SITE Byp 2 jyi yte Pillig CG. »eR bar*
N_________________ Elevator
I QDmto Deprt. ’■ Oj rm
DEPTH
SOU TYPE
0.00 (Top soil to
DESCRIPTION Colour consistent’Der-.*/ sti'adure, rnu^turr gr».-. vze plasticity. odor Tb'u’rtv.j grain shape, ccrrpavtcn ongm
Reddish. moist, residual clay
SAMPLE
1
Type’* No Sere
Q.
M
too
1 00 |Q-
Basla!
I Dari., fne grained trash basalt
B TNn wail tube
G Shovel
k- Carved Hhvk
O Tube
P-T*i
O Glass >j>'
H<*o|h Dag
s pw<
I Metal on
v-WooOen N ■
• discarded
Acorov«0______
Dale Ort uXru^, P’qeer RA ' «nj RA 7
7i>u«r« 4 - Anne« R
^>*^*4*4iility SJudy
M*i83-30
|norpian-norconsult-aquatech
TEST PIT REPORT
Pit No J3AJ .Q* _ 5ui1B'1 Nf« 15 PmitheONo* 1999
JOB Pn0ewt?»*r»
5XET 5 OF X
CLIENT M»r»frrf of Wgir Rwclwcct PROj€ C1 Bam H<*>ODW»e* Prnietf___
LCK AT : I . ME‘.Ll-‘
(
i .|I* tag Mi _
N____
WW1 *00 iQ
SURCACc AROUND PIT jfitPM'aoC
ZfT’M 0 00
to 0 IS 015 to
1.0G
SOL TVOf
DFSCPiPTION
M-< lu-e Tv'lLrw
_____ =>*(ih»x-
.1
ron*«eocy t-rmf?
posftcr. ndcr
Renurfc
ibl^nnQ j *’' *■"'*!*** aMn|MJ**or sn?~
r
SAMPLE
OepTi
.jr’’*';,
Tec so-
Dtvk day wil*i grass roots
S»ty day
Reddish trowr "khaI. N4ty day. basalt
bonders are p-esent
‘SAMPLING ME7HCC
B-Thn *m \Jtw
G-Stkw
H Carved Blod*
‘SMIPPW3 CONfASER
OTutw
P-Tin
O*GMMpr
H ticx*. bfrj
S-€*M»C tag
AJW-» jh
(j Aooden ho«
Z-cSt-jr^
A^rovad
Q. - Jncuriorws CBrrrwLVva Vrwngtfl In b^CTr1 ’*ivjw1 puo e- penetiDmanlcw
LOW* ty Y^ ______________
n
Q 200ftP*e- e**£M1y SnxJy
c
Baro Mydrupow* Project RA • and BA 2
Vr*jr^4 - Anna» B
A met 8 3 • 31
[NORPLAN-NORCONSULT-AQUATECH TEST PIT REPORT
s>r No BA2-C5 Started Nov 15 Finished Nov 1? 1996
-'CP
>nveitflAl»on
SKFT J_________ OF 21
GHENT of Wa>e_RfSQy!^
PROJECT flyg Hypofigwr PrQiKt _
LOCATION (UTM | E---------------------- —----------
PfT DIMENSION length________ !.»*»_
SURFACE AROUND PIT WQQd Ung,
N.
SHE a*o 2 Dim snr PrpNe CC. leH tunh
E *vaUr
W«J1h 1 QQrrts Depth 2 QQ
DESCRIPTION Coiour. cnrHiile^cyDemilty ilructiM rroslure gram s«c. piasbaty odo*
dilat&ncy gram ihlpft ■;r:m|X»i|ii»i
f
Dark day with grass oots.
Silty day Reddish silty day wth few fragments of basal he rock.
SAMPLE
Remart
The presence of basa*t txxjldecs prevented the p<1 from proceeding down
•SAMK.FNG METHOO
BThm wall Kbn
G-Shove-
H Carved Bloo
inwKtnr ______________ ________
Loopedcy _*f*m---------------------------------
S-plaSllC Nig
r Mcrfal can
Lt Wooden oot
Z-di^uvdcc
App*c.wr1
Dale Oct W
*6.12 700*h*o
V'cnjttw 4 Anr*« I*
Qa i ar.j ba ;
Pre-1 «.»«. t«My SlMdy An»w» B J - 32
[norplannorconsult-aquatech
TEST PIT REPORT
pit wo aA2- Ct suned mjv 15 i ^v«*j n«»» • ’ jJ5fl Sh€ET !Q C* 21
CLIENT pl 'A»iei Putzes
PROJECT
JSCA’ION ;UTV i <
SI’T
N_____
ElmrMC*
PIT EKfEMSIOS i.ir-qih______ 1 5C t<> A«r* 1JSl23_ L^nti ' I? !ffe
surfacf ardijnd pit «r.d.
DESO* PTI' N Colour, conMlmi , TMmity
IctoxicW irvj’tt.irft ora* w* ci«»*liat< odo» w*‘
, i/a<- shape rxrnpoMrtn. et peoelrt.nw’rwr
T Mrtsl tan
H CartwIBtoU
□-Glass >*r
U 'Wooden bd(
R-dDjh !h> j
7 dlMjvdnd
I n’.pe-^or __________ _
Apprnwnd
___________
lCt5 RA 1 *r,| BA 3
Volume 4 Anne. B
Prn F ovtwhrv Slud) Arr*« B 3 • 33
[noRPLAN-NORCONSULT-AQUATECH
TEST PIT REPORT
P T*ta BA2 CT StrWdMov 2f>
SHE FT 11 OF 21
FinishedNo* 27 ’396
- Sinton LCCAlu
PIT DIMENSION — -Tin,-— SUVACE AHOUnJZ
DEPTH
SOIL TYPE
SITr touted.P»*±£C.rstit'a2*_ — — «**"»
I **’ ? 35 n'B
DESCMIP^ION Colour COnMtehCy.Demi'y r
itixlure nx>s*ye lynm nr* ptencily cdtx
SAMPLE
Type* St
S*j«
Perna**
000
to
Topsoil
d'laloncy. ya«n tfupe i.^c-vimr ony.n
Dar* clay with grass roots
0 30
0,30“l| to
4 10
Silty clay
Red in cokjr moist silty day. Residual day
4 10 Weathered granite L’Qht brown highly weathered granite
to 4 80
I
I
I
____ L__
•SAMPLING METHOD
b Thin *ali tut»c
G-S hovel
1+ Carved Bliz*
Jnspector
L ngged by . Veney^
S-p*a«tc beg
T-Me| ai can
•J Woolen t>Oi
2 tKcardei
AptX'ivrC
neaiureflBnro H j
r rKMWlftr prr
^
m |s QA , tr >V*n ,-ar
u a.khx> fro,
FS-doiii ttisq
Z-discaidfrfl
AppriM«ij
by. Yftert
»blw Oct fa
•6 l?i(Xl!SBara Hyd^opcwer Projects BA 1 and BA 2 Volume <1 - Annex B
PrF r8.b7S E 747 2CKJ Elevation IJJfiJBLfiSJ (apptihumale, not measured)
PIT DIMENSION lengthWidth SIIRFACI AROUND PIT
DEPTH SOt
Block. mnisl
SAMnt
W
Q.
Brin nV
to
I SO
weathered
I W Bed Rock to
Brown Yd low, love, frecilc missive,
moist, link med groined sands with hulk of very course, angular grains and cehbcls of quartz and ft! dspar
l if unite Gmessc
GS 7 1 1.00
•SAMPI ING METHOD
B-Thm wall tube
G-Shovel
IE Carved Block
♦SHIPPING COMAINER
<> lube
S plastic Nig
__ LJ_ L_L_I__________
Q. Unconjomcd compiewue strength in kgem rreasured with pocket pcnctromcntcr
1
P Tin
T Metal can
Q-Glau jar
U’U ornlrn box
R-cloth bac
Z-ducardeJ
Inspector .__________
I tigged Bcrhonc M
Approved, Sam hrikupcwp' BA • m-it BA 2 ' VoMne 4. A<*np« B
r-rtea«wii> saidy Arv*« B 3 26
Inorplan-ncrconsult- aquatech
TEST PIT REPORT
PIT No HA? H Stifled JZU_ J ruhed* iNH
K)|i Prefeasibihty ln»txliption
SHEET _±L_ <* ’’
’I il M Mi|i nr. of 'A jkr Hcw/jco
i • . i, ,.| At-proicci mii flao-2DiwnwnifrnuProfiltH
If
1
LOCATION il IMi N s9B.fr?5 F'UtA«»Hevx:LM •LP’Tlt ■•• i mi n»L> Ir-un
\b-*« Im- wi'B’iii* |««m ••!*, pUuiMl* xhi
%AMJHJh_
T>^»’ No I S-«
Tr^h
LL
0(K l.i
060
OfiO
2 Ik
I op Sull
< loycy s»r4 complete* AcnlhereJ
dtinro £•■ « u.»£r . mpMitwn. iingw Brown-red Tiiixt
R«j tom put led, lunnr, moivt, SION I engtl. Width
SI KI ACE AROI ’N|) PIT HlILllflp. lhmv£fifftoUon_cover
Elevatiori 9SQ m asl iapproximate, not measured 1
L______Orpih | QQm
DFpm
SOM TYPE
000
Io
0 40
Top Sod
1M5( KIpnON 1 'idout, i Tkmrty Structure motamrr,p*m urr pUsiKity.oAv dzldcncy, pxn dupe, coqipaiibnn. in Blown-hint. k. moiM
0 40 to
090
Mica sand sesereN wcaDztcd
0 90
Red Rock
Rrtmr. low weakly laminated dry. aSghtly clas a lot of med to course grained, angular quartz mica grams
Schist. quartz miva ccmipDMliun
•SAMPLING MFTHOD B TIi in wail tube
Ci-Shovel
H- Caned Block
•SHIPPING C» »\ i \| .| h
O-Tuhe
S plastic hag
P-Tm
Q-Glass ;»•
T-Metal can
’ - •monjomed comprise strength
w»Ui poukn penetmthcntcr
U-Wooden but
R-clolh bag
Z discarded
Inspector
Logged Rerhanc M
Approved
*<• 7 CO 50£irn ■ ’■f.'jnnpi-mTf-' HA ‘ fin J HA 2 VgIutw 4 ■ Annri H
J’rn-F MSi&Wf SliJiky Armei H J •- M
norAan*norconsult- aquatech___ TEST PIT REPORT
PIT «Q flAJ PJ Started- AUL----------------- rnrwl-rttl /£t^=
.OB rf —UftWr n^flhqffban SHEET _____ 14, W_J»
CLIENT Wriglrf <■!'
-
rtafie* Raaqi^flB
PROjEn- B»gH»frc.ncw*Prw*d SPF fl*V? *TW^r.
LOCATION I'JTMI N________ E _
I
*”
~ .Jfprjr—^g_ mefy/rpqj
PITD-MCNi UN Lenaff ________ ___W.rlffi_ _ L*r*tl * jQ"
SLJKt ACE AROL/ND PIT tow. tM.-MHMlalM.11
TDESCAlPTiQN Cb&i/ pn-sisSrniifr’ffM.W
□fcPTH
H
0 00
Ea
0 70
0 70
SOIL TY PE.
Te?p soil
S,-h-h1 severely
Typn “ j ’Mo fsizF DeplH rn
______
GS 11 .i 0,80
1o w-e jiirered 1.30
SfrvdiAfl, riiui^lwsi. grain iU* plawcij, bdaf
•■ij’trrviy, grain shap* compaartioil. angin acich trrawn. maisl
Black bnjwn, ilighllv can^p-TCted. rnHwe masL itffle ctay wijh aDund*rrt med 3'3oeC mxjuJjt gt*r» of quartz
a-irf rffter rlsrk flStiPlil'
Some mir.3 is
1 30
to
Bed Rock
Schlat of eiica Jfii'i quartz composilion
__ I__
•sampl^ml*w;v B-TRin «vall Lllie fVShQvnl
H- Cnrvfld Boer
I£M PP Ne CONTAINER
i
EVTiH
D-Hi as par Rdoth Lai;,
5-oUttc
7-Wkt* u*i
d-'fl j&itn. bag; l-dflcardiirfl
f Z *F*aMHw1 Ci* - tincnr|r- TFd cncnpr&sj-rti ^pnnjth'i" im. Profile VP
LOCATION (UTM) N____________ L_______ Flcvation 1250 m asl (approximate. not measured I PIT DIMENSION Length________ Width___________ Depth I 45 m
SURF ACE AROUND PH SlvEi.IW land
SAMPLE
DIPTH
1 si
SOU TYPE
DEStRlPTKiS 1 Study Annr» B 5 - 4-0
[NOR
-NORGONSULT- AQUATECH
TEST FIT REPORT
FIT 0A2-P‘I Sl-aned S ? . I mnhed " JOB Pnrfcawibilire InwwiiRuiitin
51 IFF T I? OF 21
L L1ENT M rii«ry Water Rpyn jtlct
THt i|[ L I llyn l 'y.jrupusv«_ProKn si 11 Bjrn-2 Pivertiuti Dam, Pn?r. c IT
LOCATION (II]Mt S
r_______ E’e^Mwwi .USOra.id (arr^iTiiic, not rrwurrdt
FIT tMMhKSK FN I mflh_________ _ Width Dcsth T
SERF ACL AROUND PTT Pal-iuld*gM»_vcfEla1ion
p-P U 31 F[
-
|>| LufoilT, iSimdliirin yTIriiiMIV
nF pin sutL TYPL.
I III I_________________ n 'i up
itj GIG
ifeji'iEiit , main________
Type’
Xc
Site
Depth
ke’T’wl
Clay Residual soil
Red. brown, highly compacted, massive
•
(iS
11
2$
moist, pure day with mmor med grained
Ph ‘ '<
k I .v search o1 iiitKfi.Kti^n
angular guan/ tands. Few cnhhcK
material
downwards
Sandy Gravel Ktcrrly weathered
Pink-orange. lose massive. moist very
GS
14
course, angular grains, cobbclt nl quartz
4,50
and feldspars
Hed Rock
Granite (linesse
M between 4 5 m and 5 Ou done by [hand auger
• sampling METHot) II-Him nail tube
G. Shovel
H- l ars ed BIolI
.’SHIPPING CONTAINFR
O-Tuhc
P-Tm
Q-Giass | ar R cloth hag
Inspector
1 ogged Bcrbane M
S-plastic hag
I Metal can
t J-Wooden hoy /■discarded
Approved___
uith pocket pcnetrcimcnicrl*i si -
Volume ■ Amji &
Prepack BA i and RA ?
Pra’F'SasiWWjr Srud> Annwi B 3 - 4?
[norplan-nohconsult- aquatech
test pit report
p IT No 11Ai * ■- Sorted JA * 1 khl'*k,c- - I JOB F’NJlcaaibiJjjy Invest igjumn
sHi-rr u_ of ;i
CLIENT MmiiL*y of WgftT K cs* >\JK63
F’tt[)JEC I Bar* Hy in:r?foh*ei SITE Barn-2. f.hvcffi«» Pyn.frgfilC Ci*-'
; .r)CAT1ON:(CTM1
1
J "* ?_Lzj_f_i£L22' F'f *■ ”
IWI ■ J10-ILSL!
I appiiiMim jcc not mcaswEdJ
PIT DIMENSION Lengt*___________ U'diJi l)fPth 1
S' Rl A< l -\RiKJND PIC Slnny. vycvldllOflfflJEOTl
5AMF1 r
DFPTH
. i™
; rruii
Clayey orcl slijdhrly wraiiMt’ird
ijf-.HCkiFI ION Cnfcw. scr»ninH> I teakil-jf iinicnirE, mwhur. p« ’ rr fiiiLfn.|iy. iiiiiir
.til Jims. * tri ~ .—pt 11 ■ ■ i i 1 in san
Rnl-pnL. I'l'VH? rnxiiLW, Wtl slightly clJVE-s
wiil AiLh&uik olvery
Siifi^lar piim
and P-’KbcK uf qiufU und feldspars
Pj[ is du;? Fur LKMistruci wit man-rial Wolertibfe encounter rd al t MJ mrcrn heluw Kivuiid turfnce
<. irujnilc Gr.iease
■SAMPLING METHOD
B-Thui will lube G-Shnvrl
H- Cursed HlecJt
•SHIPPING t rNTAlN'FU O Tube
P-Tin
Q-Glais jin W -L-lnlb bag.
S'plastic bag T-Melalcan
U-WdAdcn bo Z-disoinJed
- Unconjoiriifd rpmijHicssnr streititih mk^W mihuurrd with poclet perwtmrr,? nier
’t
Innwdor
Approved______
I nggod Hvhjare M
If. 12 MOIy
i
i
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