HomeMy WebLinkAboutW-0419053 RESERVOIR SITE TEST HOLE LO-G.S
NO CORROSION TEST STATION
(TEST WIRES ARE INSTALLED
po o
�e � po aNC vo
Igo zoo INSIDE VALVE CH/M3ER) 00
El. = 197.0 EI. = 202.1 ry Ei. = 201.5 ry El. = 195.5
\1 £Z T_pwil, grass roots 7, Topsoil grass roots,
SCALE IN FEET
CONNECT TO y� // j� Sift w/ fine sand WWY Silt I Topsoil
( L .E ISM) =Bm. silty sand
Silt Clayey silt ,j. - (w/ minor rock)
/�/ - -_�02� 5. ?0 5• 51 .� 5' 50 i 5•
(till) weedy sift - Sandy silt w/ (SM) =Dry torn. Grave!
w/ few bbles s r ( Ire ) few pebbles eiu) a'I.:;hr seew :I
061— I In place density test Sandy silt w/ few 78 :` 10' 49 :�.j. 10•
D density Uld) 122 pcf pebbles (till) j - (SM) -Brn. silty sand
Moisture content = 16.4% ISM) =Dry grey. --�� (w/ minor rack)
—__! og/ In .place dimity test -.��1,� silty sand (til',) <I•I
2�� �j/ Dry density (Ad) 132 pcf 135 ' l 15' 131 (SP) Sand
Moisture content = 12.0% .. j. f' 1
(SMI -Grey silty
ISP) =Wet dense 4:1- send
m
b. f. sand �{ �u�{�
117
19.5' 139 19.51
(SP).Damp grey
sand(wi 2"
Ln
; U
m .10
ille El. 200.2 N El. 200.8 El. -
oz ✓/� � i- �.= �� �/� � � �o � � i —� ��� r �/ � i / �-�-- -- --� % /^ ���� r% - -_) I 202.2
Topsoil Bm. dame clayey
(SM) =6rn, silty silt, residual soil
_ LF� O sand (ML) =Wet soft bm.
clayey silt
oii_� --`_ -- j __oz 1�c� `" \ /i-�` \ ( i �!- - -- -- `- --/ 6N / / I• sz 5.
24 y 3a 5'
Grey dense
s uy silt rr (till)
56 l ". �1 I
-f
1a 100+ lfi em... dame 164 j,r 10
I ISM) =Dry torn silty r. gravaNV silt td! (SMJ -Dry dense grey
sand(w/ some a.4 Grey v. dense I.
b silty sand (till)
J/ _ _ _�0 rock tot) graveuy silt ,
A /N P /L/ 100/5 f 15' too+ 15'
�..I. 150 �,�. 15'
SHEETS -/O l3 ISM) =D dense grey . I I
( S X --- •- �--� >� / // ry _ Tan yv. dame
FUTU� 50/1" I 98 till no recovery)
iI
j.i., sand silt !till)
100+Li 20' 712/6•• I- 20-
Grey v. dense
/ / /l�ti✓✓✓/ r �� ✓` / —�� _ �, 1�OPO s ISP) =wet dense 25'
h
gravelly silt
Itilll f. sand
( // /STN 3_ (�\ _ / 100+ I, 25° lao /a" as'
(SM) =Dry dense grey
1 � 24 °D. / � i \ � �""_ �s ' � � ✓'— /� SCHE�,L'� G I J fa silty sand (till)
too- 30' 100+ j 1,-30-
,4 „w. 1
TA.
CONNECT TO / / r / / F__ F-r \ t �+ G 35' 100+ ° a 35'
EXISTING 24' �/ j - - -- / / �` L- /�- / { a ( I
CON/✓ECT TO — J I I
EXISTING l6„ rx , % % �/ I ��� / ! / L - -� r7` —�rl �, j —x— : a>
T / ,' .45 i 5 ` 100+ I I so
NO CORROSION TEST STATION �� �� i I " —� /4 -j
/ / / /5 %Pq J° /PEL / 44.0'
(TEST WIRES ARE INSTALLED �� Vii\ / / � � r � / E too+
INSIDE VALVE CHAMBEF) I / ^� L_� / V RES_ ERV0IR
x ' -- —
� (f3 �J UNOARY
Z r \
k (SHEETS 3 -I2 14) ®ESEPI/O}� 0 5 10
Scale in Feet
• J I � r � i I EXST ®B -2 f.3 / fa
CONNEC T TO - DES \ 16"D1 Peat Sand
EXIS 7'1NG /0-'
//
l( � /O�QI- �\ . Clay 6 .d Gravel �0a
/ -
I Silt m
' -J Date
Drilled
' � l � ) � /I.•%, �` u 1- — 987--/. AI/E.S.
l r -1 } (ML)=Silt
L 100+ - 0 Material Tye
Go, / \s
v < 01 .. Blows I ft. (N)� -5
Std. Port. test -1s0
` —Depth Below
DES. MN5
NsSJ' r r vv�I t�
errOw�N
@ `01 war'.. D
CHZNI.,g p
DR. D VK
�s /orrAL HILL
I
-C--77
DES. MN5
DR. D VK
CHK. APB
I
-C--77
2ECCO2D DiRAWING
MLN
ALS
APPD.
NO.
DATE
REVISION
BY
APPD,
.�rcRHisti'k{dd$ F r I'IY ltw'ki t %w -c{tJ9 A. kFfii. Fektlt ;€'ia;EfiiJS7,ktiSG�'kt±tii8�i I.tJ:Fi:NbAet��Yrsif�. k"1 �1'ulal(ixl l`I I ��h*±1 +�7_chri`�a..
CITY OF RENTON , WASHINGTON
5 MG. TALBOT HILL RESERVOIR
SEE SHEET AND STANDARD DETAILS
109 AND 109A FOR SYMBOLS.
21110- CORROSION TEST STATION
NOTE: LIGHT LINES SHOW EXISTING FACU TIES.
HEAVY LINES SHOW PROPOSED FACILITIES.
-
SHEET 2
PROJECT AREA PLAN
SOILS DATA - OF. 23`
DATE NOV. 1 97 5
NO. C9392 -1
2 - 2 -5