Plans 5 172_005_ Z-Oo5 -- oOocj-
I coSZo svti 6s Ave_
Table Al
Ground Water Level Measurrnents
Ground I 7/1/1998 I 9/5/2003 9/11/2003 10/1/2003 11/12/2003 1/0/1900 4/5/2004 6/8/2004 8/11/2004 10/27/2004
Well Num. Elevation (ft) Elev (ft) Elev (ft) I Elev (ft) I Elev (ft) I Elev (ft) Elev (ft) Elev ft Elev (ft Elev (ft Elev (ft
BH -2 129.19 105.30 -- -- 103.90 104.00 106.80 105.13 104.50 103.78 103.68
BH -3 117.86 110.92 -- -- 109.82 109.62 114.42 111.97 110.78 109.00 108.43
BH -4 129.50 114.69 -- -- -- 112.89 116.35 115.45 114.09 111.98 110.81
BH -9 153.20 -- _ 106.60 _ 106.60 -- 107.00 110.28 108.54 107.65 106.53 106.32
BH -10 124.48 -- 107.27 107.27 -- 107.47 111.73 109.24 -- 106.93 107.04
BH-11 114.06 -- 108.84 108.94 108.74 108.34 113.17 110.67 109.52 107.98 107.53
BH -12 114.09 _ -- _ 103.80 104.00 103.90 104.40 _ 109.00 106.18 _ 105.10 103.72 103.87
BH -13 127.71 - 113.68 115.68 -- 115.48 117.89 116.87 115.98 114.87 114.58
BH -14 115.63 -- 105.36 105.56 105.46 105.46 111.04 107.15 106.34 105.29 _ 105.22
BH -15 118.58 _ -- -- -- _ 105.73 106.03 _ 110.97 107.93 106.73 105.40 105.88 _
BH -18 173.30 -- -- -- -- -- -- -- -- -- 156.73 _
OW -1 149.38 -- -- -- -- 116.87 110.85 120.68 119.34 _ 117.73 112.97
OW -2 132.07 -- _ -- -- - -- 114.74 117.63 117.57 _ 116.11 113.84 112.30
OW -3 126.19 -- -- -- 111.16 112.06 115.99 114.57 113.24 111.27 110.23
OW-4 152.95 -- -- -- -- 117.42 120.62 121.53 120.38 118.96 116.47
OW -5 128.38 -- -- -- -- 103.23 107.72 105.72 105.05 104.11 103.78
OW -6 _ 119.04 -- -- -- 107.28 106.58 112.12 108.98 108.26 106.68 106.71
Notes: 1) BH = Borehole; OW = Observation Wells in geoprobe holes.
2) Depth and elevations listed are values below existing ground surface.
3) Water levels made in July 1998 in BH -1, 2, 3 and 4 were from previous invetigation;
BH -1 was accidentally abandoned during site demolition.
12/2004 Durham Advanced Wastewater Treatment Plant Squier I Kleinfelder
water depths.xls Page 1 of 1 TABLE Al
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MONITOR x , k t � rc
A CAP ELEV =152.30 ■ � I 1 ��
•
� \ � � IONITORING WELL L68198 MONTORING WELL L59087 '\ —1 ,`
� ' `� CAP ELEV=156.12 d
CAP ELEVa156.12
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« ,.- MONITORING WELL L59089 OW -2 w C : ELEV$1 s.' t , \ 5 -- i , - / r `` \ \\ 1
- L6818 TIE « CAP ELEV =131.2 MONIT.'ING - ��. - .. -cX., __ /� �/ % - - 1 1 < < \ t, , , 7 11 MONITORING• x}11,68200 7' / / lir 1 ' \\ t CAP EL€Y. Q3B 1 MONITORING WELL L68200 , % � 11 + 1 I 1
0 4-72a'R$ �� v ' , / / ) I r i i
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L68200 . . / . ' l I I 'i �. . . n —ta—
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MATCHLINE GE❑ PRMT -3
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tl �� I + _
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G i i I i a
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/NI6TORINC WELL L68200, CAP ELEV =118:
I ��
t C AP E IIV =121.96 __� — r� WETLAND I I� - 7P -1: Q DEEP TEST PITS
w - � '_ � \ _ __. . _ � - f, `�� I I ! I I ( I OW -1: , OBSERVATION BELLS (GEOPROBES)
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AP ELEV= 117.48 �{" j C ` J $ r a � //
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GROUND ELEV= 113.5' _ "� '
1
MONITORING WELL L68151
116 ��� 'y' �� ,
1 1 v 72p / = 121.00 84' CONVEYANCE g- 2 ',}) -- I� � q "' /''
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I II % �- CAP ELE 7.26 // ��
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I I \ E =762081 N= 639267 p q \-2 / /
I \ GROUND E E= 7620459 t L WELL MONITORING W X18066 .'
/ L EV�1151' GROUND ELEV= 113.8 CAP ELEV�130.53'•` ' ' /
\ - I MN -I ,� .. ..
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CAP ELEV= 118.80 1 i ' ' B is
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MONITORING WELL L59092
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8 SCALE YARNING SUBMITTED BY
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REV DATE BY DESCRIPTION THEN
ROT TO SCALE CHECKED A ARCHITCC1', ASSOCIATIVC INC PLAN 3
(COMPANY OFFICER'S NAME) L NO. DATE _ PROJECT NO. 4969
-7 . )01 j ' ;s ( ?C LEGEND 0.
c. k , `; _Al iM 1
•
•
t i�pp a _ • M1
QTu
I ,: l + '4$ I Valley fill, undifferentiated —
8 RI o ;> t T " '� • -- — - _ Clay , silt, and fine sand and a few gravel beds and
& b{ �� 'Iwo l I lenses. Thickness ranges from 30 to more than 1400
�} t ` .. `y
« # r+_ E 1 .
• feet, Lies beneath the Tualatin Valley plain and
f E • 3 ) 61 - - • I includes materials from Recent to Pliocene in age with
c - - _. ,_�._ - - F I , ',� BFI __ . t • • - - much material equivalent to the Troutdale formation.
E r _ r i I s Mostly too fine grained to yield water to wells, but
c - ( the upper 300 feet contains some beds and zones of
s. - _ �" I fine sand that yield small to moderate quantities of
w . .. water to properly constructed wells.
/ r . r
I Tcr
1 . d'
I -j ( f I _ 1 /
SITE S Qya
f at; r. ,poi Qt)) I i.
O1 ,. vl Younger alluvium
n W I / - Qya Clay , silt, peaty materials and some gravelly beds.
0.1.) K, / - \ 4. 1 Thickness ranges from a featheredge to 50 feet
\ �` r� r` ' along the Willamette River. Material Is water bearing
` L � p7 / I below the level of the adjacent streams but in
N1 ' i V . • general, does not afford large yields to wells
- ,18Q1 \` (?Tu CI I \ except along the Willamette River.
.-- , I
V .4. :1 y` ' w' - r fr ti' : 2a vs ? �yreg - - 1 '� J • d Qtly
�' "'u/' el ti Boring lava
QYa /� -- / l ` o Basaltic lava and minor breccia layers. Gray
j � / g j _i porphyritic dense and Inflated, massive and closely
-
` I - Jointed rock of late lava extrusions that flowed
, o both from fissures and conical orifices. Maximum -
31 QT u ai /` _/t m thickness drilled is about 300 feet, but it may be
. r 7 . I F ' --- - c greater in the volcanic cones. In places, contains
- H1 _ El HI
- v some perched water at base. Lies largely above the
\ .),--: . 4.7. . \ .... 1 1 3.5 .oF1 "_ I C - I f a`� o water table. r
Ei
,01 Qtu l ` z I .N......,_ off` " (1 ria) SGII N 118 t
L _ D.
Tcr
e;. 1 4 Ay J wr, — �
•a
L •
El
« 01 �� Ter 1 H I cy 0 1 2
.e - fa Columbia River basalt
« ! .# a \ r # e �� \ a - Basaltic faun In well layered arrangement extending
f a " 7 A W ▪ J a beneath most of the Tualatin basin east from
« 1 ' 'IA t - ' , = Gaston. A dark aphanitic and microcrystalline rock
w 1 t ` - ? F K1 ��. Pl ;? o with some phenocrysts. The upper 100 to 200 feet Is
- pt, t w R1 deeply wentherd and decomposed. Thickness ranges
�+ 1 " J RIIVA(;ti�.• " } a) from n featheredge ant the northwest to 900 or
) r c 1000 feet drilled wells farther southward. Yields
c � .' T . 1 tt 9. AI r : 4 'te i ` 1 ; ' u moderate to large supplies of water from porous
_° ' '1}. '� p' 1 ./ ..,....../ C1 , Interflow zones where penetrated below the venter
- ' table and, in places, small supplies from perched
. water beneath the uplands.
U
L Y v r
• '1 � � Q1 fp, Ts
» Q - ° T er :. •
- N1 ryj py,. RI a
M Z
1
SOURCE: Geology and Ground Water of the Tualatin Valley, Oregon, USGS Water Supply Paper 1697 0 Sedimentary rocks, undivided
« Tuffaceous shale, sandstone, and intermixtures.
w Massive and well- bedded marine deposits) largely
devoid of y
o potable water or, at the most, yield small
'- u amounts of water from only about the first 100 feet
beneath the surface.
O
Q NOTE: Features shown ore for illustrative purposes only and are approximate
2 0 5
° SCALE YARNING SUBMITTED BY l
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'I SHEET. 1 OF 1
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2
0
0
cu
A i
0' A . .
c. .
• : 0 +00 gH -08 1 +00 2:4 INFLUENT PUMP 3 +00 4 +00 5 +00
a Projected 99' East {{ STATIO
1 6 0 B l -09 t —
a Projected 94' West _
10 n ■:
150 — -
1, _ - -r ,- * I
17 _
i 16 13 ``� - r --- - -- -7$H -04
- N 140 _ — 16 19 �a�- __ 13
_ BH Projeet,E!d 66' West =
VALLEY FILL �a -
o.: . Projected 8T East EXISTING
130 — 14 (UPPER ALLUVIUM) 22 11 — 1 FILL AREA BH_10 GROUND
Projected 1' East SURFACE —
19 25 22 I —
I Mal 29 W 120 — 18 19 Mil ? — 6 5 1 9 —
22 26 11 20 7 Sill 7 =
SPLITTER
_ __ _ —
19 18 21 -., 7:. s BOX J# FLOOD DEPOSITS
Z 110 — ? I 36 6 i (YOUNGER ALLUVIUM) —
O - 18 r ' ? 29 21 . I Ill
< 100 — 1, 2711 ? 20 ? 14 t. a� _
w — 7 39 IN ---- - 12 "� 9 51 - _. -
-I _ - -.__- - - -___ ______ 22 -
12 170$ .L-=--'-'-'----.: ' 1 mu 7 9 9 9. rr ?, 9 —?
90 17_, — 25 r I .'� -
/ y z¢ 23
- 33 22 - -- ` - 101 i.-.11 80 — 1 f I•
17
23 5a 3a — ' 48 VALLEY FILL
— __ I = I:, 48 (LOWER ALLUVIUM) - •
70 — 42 _______ -- ___; "_- _ a4 20 : —
53 _
37 35
- 30 42 42
60 — 38 -
35 3 • ' -
I, : 3a —
35 3 .l 47 i,,t -
50 — 35 30 t1 -
L, — 36
L.'
- 32 47 _
a. 40 _ 32.'
N
u
a
Es Horizontal Scale: 1"= 40 ft RELATIVE DISTANCE BETWEEN BORINGS (FEET)
Vertical Scale: 1 "= 20 ft
LEGEND:
I
a
Flood Deposits (Younger Alluvium): Soft to stiff SILT with clay and loose to very dense sandy SILT, SAND, and GRAVEL.
NOTES: .
CD
CD
co 0
1) Graphic logs and standard penetration test N - values are shown in Geotechnical Data Report, Valley Fill (Upper Alluvium): Medium stiff to stiff SILT and medium dense silty SAND and sand with GRAVEL.
Appendix A.
Valley Fill (Lower Alluvium): Very stiff to hard CLAY and SILT, and dense to very dense sandy SILT to silty SAND.
g 2) Lines representing the interface between soil units of different descriptions are approximate and
a may indicate gradual transition in subsurface conditions. Soil units may vary between borings. Design Facilities
3) Ground water levels are shown on Table Al. 10 Standard Penetration N - values
r
P
1`1
i SCALE WARNING SUBMITTED BY
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€ See Fi XF THI DOES (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( ) M W ES IN AsmlATto[ WITH CIpnWlbet `� services DURHAM FACILITY SUBSURFACE CROSS SECTION A -A' DvG�GEO PRMT -6
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-' REV DATE BY DESCRIPTION T TO SCAL CHECKED ANR <COMPANY OFFICER'S NAME) LICENSE Na DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.. 4969
C,
0
0
N
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a
84 -INCH Dia.
RS PIPE
MHt
Projected 70'
SPLITTER Southwest 1
BOX BH -02
x 0 +00 1+00 2 +00 3 +00 4 +00 5 +00 6 +00 Projected 7' Southwest 7 +00
In 130 — I BH -to
I I I I I I
— Projected 5' Southwest = - I —
TP -1 EXISTING = —
BH -03
- • Protected 8' Southwest GROUND = —
_ Projected 102' Southwest BH BI-1-12 12 TP -3 SURFACE —
TP -2 B
1 20 — 'l9 T; Projected 8' S ou P rojected 10 west Projected 1 Southwest P rojected 10' South z —
- -- _ lr i„ r = , .. FILL a _
„ ss
_
110 — ; ' 1 _ in 5 ��� 9 Fi 2 —
—
6I.% a [ . 6i —
_ r 21
~ " i F FLOOD DEPOSITS 5 '' 23 —
w 100 — . z� 1 r _ -
K - ii
LL - z., :; , 46 , :4e - - -- �] •- - irls
1rf I
Z — T '' ! .
{. 7 - - - - -- 7r 7 7 7 rs a 19 I: 7 3h - f4� 3�
p 90 — "r".;L:0 il s e ? — 7 iii , ? 7 9 —
7
I ' - re � ,,`/Jt 27 ii
28 t � [ 7 lid to - 1911 19 la 10)
w — �l% 26 ! 3 11
J <ert; 6 _ 65
70 — 20 ' 23 Iii _
82
I� VALLEY FILL Ief
35 i� 5 (LOWER ALLUVIUM) 49 I� ° Ip 29 �� -
60 —. 381� 2 AI
IBS 3 8 1/� 391 -
0 38 ti 23 / g
47 -
31 -
— V —
50 - <, III 49 111 _
—
40 — —
—
RELATIVE DISTANCE BETWEEN BORINGS (FEET)
N
W Horizontal Scale: 1 "= 50 ft
Vertical Scale: 1 "= 25 ft
F_
N
0
a
a
et
0
w LEGEND:
N
a
x
a.
Flood Deposits (Younger Alluvium): Soft to stiff SILT with clay and loose to very dense sandy SILT, SAND, and GRAVEL.
a NOTES:
Fill: Very loose to medium dense silty SAND with clay, trace gravel.
6 1) Graphic logs and standard penetration test N values are shown in Geotechnical Data Report, Appendix A.
Valley Fill (Lower Alluvium): Very stiff to hard CLAY and SILT, and dense to very dense sandy SILT to silty SAND.
a 2) Lines representing the interface between soil units of different descriptions are approximate and may
a indicate gradual transition in subsurface conditions. Soil units may vary between borings. Design Facilities
Y
L 3) Ground water levels are shown on Table Al. Standard Penetration N - values
4) For actual location of Manhole 1 in relation to the slope, see plan GEO PRMT -4
ET
SCALE WARNING SUBMITTED BY
m
0 1/2 1 DESIGNED JLJ SHEET 1 OF 1
6 see F i 9 u, a IF THI DOES DRAWN DRH IN ASS OCI ATIDI WITH I < PROJECT MANAGER'S NAME) LICENSE NO. DATE ` _ ) M w H DURHAM FACILITY SUBSURFACE CROSS SECTION B -B' DWGGGEO PRMT -7
s NOT AS 1' Water services PHASE 4 EXPANSION
o T DRAW S SOUIER ASSOCIATES - ENSR INTERNATIONAL o„ „�, d DgrE• 12/2004
REV DATE BY DESCRIPTION T TO SCAL CHECKED AHR <COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT Na , 4969
C,
0
0
N
O'
. i
0
G1
T, '
0
a
C 0 +00 SPLITTER 1+00 2 +00 3 +00 4 +00 C t
7 --- BOX 60 -INCH Dia. UPPER TUALATIN V
I
= 130 — I I I - CONNECTION PIPE
I I
E BH -10 TP -1 EXISTING GROUND
_ - __ Projected 4 ' West Projected 100' West BH -15 SURFACE TPA BH -14
Projected 10' West Projected 20' West Projected 9' West
120 — i1! -
s
7 _ FLOOD DEPOSITS �%' _
II
110 g IA (YOUNGER ALLUVIUM) in
31 e 4 r.r it 13 16 ��
35 -- -- ..
v-
100 — ` _ _ i !
O
90 ? — ? H
L .. 23 � 0 ? -�- 7 7 —�� 100 14
• 1- IB 1. .1 ? —
— 19 ids ?` II —
W 80 17 VALLEY FILL 19 10
� ? — 6
W — 48 (LOWER ALLUVIUM) i� a ? _ ' Ar
■ 70 — 20 24 T {}
100 VII
—
— 35 lo IMP. 26
_ 47 I� -
•
60 — 38 43
— {{} 35 I '
_ 47 —
50 — 30 -
- 47
40 — -
N
W
J
O Horizontal Scale: 1 "= 40 ft RELATIVE DISTANCE BETWEEN BORINGS (FEET)
H Vertical Scale: 1"= 20 ft
U
a
a
i
W
i t
LEGEND:
NOTES : Flood Deposits (Younger Alluvium): Soft to stiff SILT with clay and loose to very dense sandy SILT, SAND, and GRAVEL.
ER
• 1) Graphic logs and standard penetration test N- values are shown in Geotechnical Data Report, Valley Fill (Lower Alluvium): Very stiff to hard CLAY and SILT, and dense to very dense sandy SILT to silty SAND.
O Appendix A.
a
Design Facilities
2) Lines representing the interface between soil units of different descriptions are approximate and
may indicate gradual transition in subsurface conditions. Soil units may vary between borings. Standard Penetration N- values
3) Ground water levels are shown on Table Al.
P
M
S'. SCALE YARNING SUBMITTED BY
0 1/2 1 DESIGNED JLJ SHEET. 1 OF 1
o (PROJECT MANAGER'S NAME) LICENSE Na DATE (_ ) M W ES DURHAM FACILITY SUBSURFACE CROSS SECTION C -C' DYG�GED PRMT -8
Z See Figure IF THI DOES DRAWN DRH IN A SS�ItT10Y WITH �` C � W a �� $
o
SOWER ASSOCIATES - ENSR INTERNATIONAL a , ,� PHASE 4 EXPANSION
NOT AS 1' DATE. 12/2004
- REV DATE BY DESCRIPTION T TO SCAL S CHECKED AHR (COMPANY OFFICER'S NAME) LICENSE P. DATE ARCHITEC'S ASSOCIATIVE INC PROJECT Na, 4969
N
4
C
O
N
M
8
O
NORTH/SCUT- SECTION OF SOIL BACKFILL MODEL
O
C
( SOUTH) (\0RTH)
PROPOSED INFLUENT
PUMP STATION
155 — (see note)
155
EL 148
145 __ r tl IE�lplff_1M[ I011111ll . is �r* �f f 1 145
- Assume it is native
135 — . excavation ma terials;; , 'f" VALLEY FlLL —n
EL 132 *. ; •- ; ::c • (UPPER ALLUVIUM; 135
r : / / /i M.,.�.�
_ � -� • ...,� ` , � ,�» 100 flood Level .
125 j, Sar -aT� `0. J �f �. 'W ra
FLOOD DEPOSIT �, � „ 125
f r Normd design groundwater level -
(YOUNGER ALLUVIUM) . ///k 1 ?1 = � C � I I = (I I 115
1 15 — ( � 1 l —I I— f —I I l l
105 POTENTIAL LIQUEFIABLE LAYER _ I -11 I = It — = — I = E
EL 1 .r =11=_1 - I - I - 105
95 / ®S®S ®�� L 9 : 3 95 C = 95
VALLEY FILL
85 __ (LOWER ALLUVIUM) 85
LLJ 75 —
75
65 Aim
65
55 - -
55
45
45
N
N
N
N
N
N
M
•
N
N
O
C
Y
N
N
N
N
N
•
NOTES: 1. The model shown was used as the basis for the lateral
•
earth pressures; this model should be used for soil backfill only.
2. Overhangs on walls of pump station not shown.
S 3. For splitter box use pressure diagram for south side of pump station.
0 4. Features shown are for illustrative purposes only and are approximate
0
SCALE YARNING SUBMITTED BY
1/2 1 DESIGNED J" SHEET 1 OF 1
(PROJECT MANAGER'S NAME) LICENSE ND. DATE MWH Services DURHAM FACILITY INFLUENT PUMP STATION DVG,GEO PRMT -9
NTS IF THI DOES DRAWN DRH IN ASSOCIATION WITH (1` c wA� `ae�B
T DRAW! � SOUIER ASSOCIATES - ENSR INTERNATIONAL � ,�„ L PHASE 4 EXPANSION ANALYTICAL SOIL MODEL DATE Iz /zoo4
ARCHITECTS A
REV DATE BY DESCRIPTION T TO SCAL CHECKED AHR (CUI ASSOCIATIVE INC
PANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO. 4969
M
M
M
M
Y
• SOIL PRESSURE WATER PRESSURE
M
M
.
A Valley Fill (Upper Alluvium) /
Flood depsoit (Younger Alluvium)
`I -
EL 132 or EL148
H Backfill
C 1
D.
Material
M EL 120 P 1 111
a,
•
N H ►
v v EL 115
• • = P 2 • - -
Potential
H Liquefiable ►
3 Layer (NOTE 2)
H . E L 100 • ► + AN
• •
H4
P.
H • EL 95 P 3 = MINI
• • In
• • r7
■ O MEN
Valley Fill I— AIIIIIIIIIII4
H5 (Lower Alluvium) * • Q
J
D
(1)
LLI
• • • EL 68 p • Ct A1111111111111.
Li
62Hw I.
* Resultant is variable depending on actual depth of excavation
•
EARTH PRESSURE SELECT NATIVE BACKFILL
«
P 1 60H
a
«
P 55H + 55H
I
P 55H + 55H 28(H +H
S
I.
P 55H + 53H 27(H H + 25H
*
«
*
a
«
M
a
*
*
• NOTE: 1. If the condition of a 100 year is considered in the wall design, then use H w = 59 ft (EL126 — EL67)
i 2. Potential liquefiable layer is present only in the Flood Deposit (younger alluvium)
3. For splitter box use these diagrams.
4. Features shown are for illustrative purposes only and are approximate
SCALE WARNING SUBMITTED BY
1/2 1 DESIGNED JLJ y- SHEET. 1 OF 1
(PROJECT MANAGER'S NAME) LICENSE NO. DATE ` _ ) M VV ` DURHAM FACILITY PUMP STATI ❑N STATIC CONDITION Dvo.GEO PRMT - 10
NTS IF THI DOES DRAWN DRN SOUIER ASSOCIATES NS TERNATIONAL aeaIIWatet Se[ V1CCE PHASE 4 EXPANSION LATERAL EARTH PRESSURE
REV DATE HY DESCRIPTION T TO IS CHECKED AFR (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS SOCIATIVE INC Ow ....Id.., d... DATE 12/2004 _
PROJECT ma. 4 %9
M
M
_
i SOIL PRESSURE WATER PRESSURE SEISMIC PRESSURE
M
8 Valley Fill (Upper Alluvium) / 20H
Flood depsoit (Younger Alluvium) d •
T, EL 132 or EL148
H, Backfill •
•
I Material P
_� EL 120 I • ►
« •
H2 ►
• v EL 115 P ►
Potential A ►
•
H Liquefiable e •
•
H Layer (NOTE 2 •
• EL 100 + al •
• I
H •
Ft, • EL 95 P 3 ► _ =
• M cc, ►
• ► In o
•
Valley Fill • AIIIIIIIIIII4 -:c
H (Lower Alluvium' 01 Z
* Q AIIIIIIIIIIIIII
•
cn
J cc
D *
• (/)
Lu
• w • EL 68 P _ ct AMMII y
0
62H �I
* Resultant is variable depending on actual depth of excavation
EARTH PRESSURE SELECT NATIVE BACKFILL
" "» P 1 60H
«
P 55H + 55H
p
I
P 55H + 55H 28(H +H
S P 55H + 53H 27(H H + 25H
a
a
a
a
a
a
a
• NOTE: 1. If the condition of a 100 year is considered in the woll design, then use H w = 59 ft (EL126 – EL67)
U.
2. Potential liquefiable layer is present only in the Flood Deposit (younger alluvium)
3. For splitter box use these diagrams.
4. Features shown are for illustrative purposes only and are approximate —
SCALE WARNI1/2 NG SUBMITTED BY -
a S NAME) LICENSE Na DATE
(PROJECT MANAGER
1
DES GNED JLJ SHEET. 1 M" I
2 ' ( j ) 1111 W H IM ASSOCIATION WITH - DURHAM FACILITY PUMP STATION SEISMIC DWG. GEO PRMT -11
NTS IiNDr I DOES DRAWN nRH CJ eanWat � Serviices PHASE 4 EXPANSION LATERAL EARTH PRESSURE
DRAWI IS SQUIER ASSOCIATES - ENSR INTERNATIONAL p„ wirireas la dear. DATEI 12/2004
REV DATE BY DESCRIPTION TO CHECKED AMR (COMPANY OFFICER'S NNE) LICENSE Ma DATE ARCHITECTS ASSOCIATIVE INC PROJECT Na. 4969
" SOIL PRESSURE WATER PRESSURE
Y
Y
C
Valley Fill (Upper Alluvium) /
• Y Flood depsoit (Younger Alluvium)
EL 132 or EL1 \ 48
i. * / / /� /// \ \� \ \ \\
H Backfill
» 1
Material ►
d ♦ EL 120 P 1 ►
N A
H
a
2 •
t
• v EL 115 P P
3 0
A Potential ►
H3 Liquefiable A
H Layer (NOTE 2) 0 +
• EL 100 al •
• H 4 P 5
4 All
H,„ ♦ EL 95 • 3 Mil
• P s • ► r I
r r7 AM
Valley Fill 1 o
H5 (Lower Alluvium) Z
* Q
• J AMMEI
• (n
AIMINI
V ♦ • EL 68 W
62 H
* Resultant is variable depending on actual depth of excavation
EARTH PRESSURE SELECT NATIVE BACKFILL
P1 60H 1
"
"
"
M
» P2 55H 1 + 55H
"
•
"
P3 125H1+ 125H 2
M
` P4 125H1+ 125H 2 + 63H 3
4
4
P5 55H 1+ 55H 2 + 28H 3
0
P 6 55H 1+ 55H 2 + 28(H 3 +H)
M
"
" P7 53H 1+ 53H 2 + 27(H 3 +H) +25 H
"
"
» NOTE: 1. If the condition of a 100 year is considered in the wall design, then use H w = 59 ft (ELI 26 — EL67)
2. Potential liquefiable layer is present only in the Flood Deposit (younger alluvium)
0
3. For splitter box use these diagrams.
0
° 4. Features shown are for illustrative purposes only and are approximate
0
0 SCALE YARNING SUBMITTED BY
S 1/2 1 DESIGNED JLJ
y HE
SETS 1 OF 1
= (PROJECT MANAGER'S NAME) LICENSE NO. DATE ` , MW H `* DURHAM FACILITY PUMP STATION POST LIQUFACTION DVG.GEO PRMT -12
$
NTS ltd t DOES DRAWN DRH '" "' "T1°' �'TM PHASE 4 E XPANSION
QCaIIW1bCt SCCVICC8 LATERAL EARTH PRESSURE DIAGRAM
T DRAM IS S(]UIER ASSOCIATES ENSR INTERNATIONAL o., V arm DATE. 12/2004
REV DATE BY DESCRIPTION TO SCAL CHECKED AHR (COMPANY OFFICER'S NAME) LICENSE N0. DATE ARCHITECTS ASSOCIATIVE INC PROJECT N0. 4969
M
M
M
M
Y
" SOIL PRESSURE WATER PRESSURE SEISMIC PRESSURE
M
1
. •
"
4 o EL 128 0H D
Iill
•
E
C
2, al Oa
M Fill/ A
M Flood Depsoit
H1 (Younger Alluvium)
MEM r
MI A p
0
H + +
. • v EL 103 P I
3
_
A (=D
O ■
H2 0 z
Q
H w * Q U)
r EL 90 P _I c,
Valley Fill 2 P 3 O *�
T H 3 (Lower Alluvium) w O
P ill
62H i l
* Resultant is variable depending on actual depth of excavation
M
2 EARTH PRESSURE AT REST PRESSURE (Native Soil)
M
M
M
M
M P 1 55H
M
M
M
E P 55H + 24H
a
C
w P 48H + 20H
T
C
O
P 48H + 20H + 25H
M
M
0
M
M
M
M
M
M
M
M
M
M
M
M
ii
M
4
NOTE: 1. If the condition of a 100 year is considered in the wall design, then use water level at el 126
0 2. Features shown are for illustrative purposes only and are approximate
0
0
0
0
0
SCALE YARNING SUBMITTED BY
0 1/2 1 DESIGNED JLJ I SHEET 1 OF 1
_ (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( ) M H IN ASS1tIATIIM yITH QCAIIW1tCC Jeiyl W � � DURHAM FACILITY MANH ❑LE LATERAL DWG GE❑ PRMT -13
y NTS IF THI DOE$ DRAWN DRH
F; - ,O EARTH PRESSURES
TNOT DRAYIN IS SOUIER ASSOCIATES - ENSR INTERNATIONAL PHASE 4 EXPANSION
SI
p.. ....b� y v. DATES 12/2004
REV DATE BY DESCRIPTION T TO SCAL CHECKED AHR (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS 4 INC
PROJECT NO.I 4969
•
Spectral Response Acceleration
UBC 1997
Durham Facility Phase 4 Expnasion
1.40 - - - -
1.20
rn
0 1.00
-
0
a)
C 0.80 - -
Q
a�
rn
a
0.60
N
a)
re
0.40 - - --
a)
0.20 _ T
•
0.00
0.000 1.000 2.000 3.000 4.000 5.000 6.000 7.000 8.000 9.000 10.000
Period
RNING SUBMITTED BY
SCALE YA - -- - _
1/? I DES IGNEP +JLJ , SHEET: 1 OF 1
■ IF THI R DOES DRAWN • DRH (PROJECT MANAGER'S NAME) LICENSE NO DATE . ( M1NH IM ASS WI `1URHAM FACILITY SPECTRAL RESPONSE DYG: GEO PRA+IT 14
NOT EAS I*
ts SOUIER ASSOCIATES - ENSR INTERNA INTERNATIONAL.
REV DATE BY DESCRIPTION TR
HHASE 4 EXPANSION ACCLERATION IBC 2003
OT TO SCAL CHECKED + ARH (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS A$SXIATIVE INC PROJECT DATE 1 NIT EL 4
-- -- 4969
Maximum Considered Earthquake Spectral Response Acceleration
IBC 2003
Durham Facility Phase 4 Expansion
1.40 - - _
1.20 NOTE: To obtain DESIGN spectral response
acceleration, a design factor of 2/3 should be
applied to the acceleration on this figure.
E 1.00
0
co
aw
c 0.80 -- . _
I o
-
In
a 0.60
N .
w
Tu
L
u 0.40
d
a --
vna) -
i 0.20 - .
I
0.00 , ': _ I - i- 1 -r
0.000 1.000 2.000 3.000 4.000 5.000 6.1 I 7.000 8.000 9.000 10.000
Period
f
I
SCALE WARNING SUBMITTED BY
- _ 0 7/2 I DESIGNED =JLJ I I y SHEET, 1 Or I
■ IF THI R DOES DRAWN =DRH (PROJECT MANAGER'S NAME) LICENSE NO DATE I ) r i MWH IN ASSOCInuDN WITH DURHAM FACILITY SPECTRAL RESPONSE DWG GEO PRMT-15
y NOT EAS I ' SOUIER ASSOCIATES - CNSR INTERNATIONAL ` n RASE 4 EXPANSION , ACCLERATION IBC 1997 DATE 1212004
- - rH DRAWIN IS M #iMl
ARH
' REV DATE BY DESCRIPTION OT T❑ SEAL CHECKED • (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC
- -- - -- _. I PROJECT NO 4969
t