HomeMy WebLinkAboutWWP272829(9) 06/26/01 08:59 FAX GOLDER ASSOCIATES 001
Golder
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Golder Associates Inc. This fax is for the recipient(s) named above only
18300 NE Union Hill Road and contains privileged/confidential information.
Suite 200 Unauthorized disclosure, dissemination and
Redmond,WA 98052-3333 copying of this fax are strictly prohibited. Please
Telephone: (425) 863-0777 destroy this fax if it was received in error.Contact
Fax: (425) 882-5498 our receptionist at (425)883-0777 if you have
www.golder.com questions or problems with this fax.
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Specialists in Geotechnlca/Engineering and Environmental Sciences
• Soil and rock mechanics - Fracture flow modeling • Landfill planning,siting,
• Hydrogeology - Hazardous,municipal,and and design
• Engineering geology industrial waste management • Heap leach pad design
• Seismic risk assessment Nuclear waste management • Remedial investigation
• Marine and terrestrial Oil and gas and design
geophysics - Strategic environmental management • Permitting/regulatory
Risk assessment - Geochemistry support and liaison
06/26/01 08: 59 FAX GOLDER ASSOCIATES 002
RECORD OF BOREHOLE B-1 SHEET 1 of 1
PROJECT: City of Renton 130th sewer DRILLING METHOD: 4•HSA
PROJECT NUMBER: 013-1532 DRILLING DATE: 0612112001 DATUM: MSL ELEVATION: 302
LOCATION: Renton WA DRILL RIG: B-61 AZIMUTH: N/A INCLINATION: •90
COORDINATES; N:0,00 E:96Z
SOIL PROFILE SAMPLES PENETRATION RESISTANCE
PLOWS i ft■
ELEV, NOTES
cl`. z DESCRIPTION a 0 a BLOWS < 10 30 °o WATER LEVELS
o DEPTH per 61n N ci WATER CONTENT(PERCENT)
GRAPHIC
0 m V (Fr) z 1/D Ib naTflyr W, W.
0.0-0.6 ]t1 roan drop
It 301.4
0.6.10.0 0,6
Very loose tO very dense,moderate
yellowish brown(10 YR 6/4),masSlve IQ
Interbedded eilly(wllh depth)One to coarse
SAND motet IQ well(RECESSIONAL ■
OUTWASH) 1 SPT 231 a 1155
1,5
5
2 SPT 3-9.21 30
1.5
N
r Backlillcd
v
wt111
■ bcnlonrle C
3 SPT 9-21.21 q2 chlo a
`10 292,0
10,0
Compact to very dense,yetlowlah brown 4 SPT 4.10.9 1
VOYR 5/4)Orange shined Interbedded g 1.5
slay fine to=rSe SAND,Its=gravel,wet
(RECESSIONAL OUTWASH) SM
5 SPT 28.606- 50is- 1-0
1.6
16 - —-6o n0 Completed nl 14S ft. — 287.6
14.5
�I
20 1
25
30
G
T
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0 35
o'
t?
w
n
0
40
w
Q
1into5ft
DRILLING CONTRACTOR: Holt LOGGED: Greg King
cr GRILLER: Pat CHECKED: Dave Findley
DATE: 06/25/2001 &4529ciatesdr
06/26/01 09: 00 FAX GOLDER ASSOCIATES 003 _
PROJECT; City of Renton130th sewer DRILLINGRMEETCORD OF BOREHOLE B-2
SHEET 1 of 1
PROJECT NUMBER: 013-1532 DRILLING DATE: 06/21/2001 DATUM; MSL
LOCATION; ELEVATION: 300
Rernan WA DRILL RIG: B-61 AZIMUTH: N/A INCLINATION: -90
o COORDINATES: N:0.00 E:98.25
aE 0 SOIL PROFILE SAMPLES
Ri w
PENETRATION RESISTANCE
CL BLOWS/R■
CD v ELEV. K NOTES
w_. Z DESCRIPTION "� w BLOWS 10 zo 30 °0 WATER LEVELS
yy�� as 0_ Per 6 in Q
0 O D DEPTH M N w WATER CONTENT(PERCENT) GRAPHIC
140 Ip hamrrur W W, W
0A-0.4 30lnan drop W,
t,5 Ob
loose to compscl,medium yellow brown
SANDSAND 5/d),ma-ive,fine to medium
traca well rounded gravel,moial to
wet,occesionel sillierzonas y
(RECESSIONAL OUTWASH) 1 SPT 1-2-3
5
5
SP 2 SPT dam) 13
1.5
r Backfllled
v
With O
oenrorlle
3 SPT A-13-18 31 -,z chlD
1e
< SPT e•19-50!3' SOr3.1
very dense to 00mPect,dark yellow brown 11.5
(tOVR 5.v'd)to msd;um 0r3y beetled(N5), SPSM
sllly 6ne 10 medlurn SAND IitOe 10 some
gravel,wel(RECESSIONAL OUTWASH) 5 SPT 12-15-9 24 1`1
_ 286.0 1.5
`�Crgy81 z3DtL 14.0
15 Boring campleted st 1a.0
20
25
30
0
its
O
a
G 36
'a
r?
tV
M
O
C -
R
cWOt 40
uj
1 into5ft
W DRILLING CONTRACTOR: Holt LOGGED; Greg King
o DRILLER: Pat CHECKED: Dave Findley ,
m DATE: 06/25/2001 AS4) es
06/26/01 09: 00 FAX GOLDER ASSOCIATES f ]004
PROJECT; City of Renton l3oth sewer oRILLINcRECORD OF BOREHOLE B-3
4-HSA SHEET 1 of 1
PROJECTNUMBER: 013-1532 DRILLING DATE: 06/21l2001 DATUM: MSL ELEVATION: 302
LOCATION: Renton WA DRILL RIG: B-61 AZIMUTH: N/A INCLINATION: -90
SOIL PROFILE COORDINATES: N:0.00 E:101.26
SAMPLES PENETRATION RESISTANCE
as v BLOWS/H■
DESCRIPTION o g=0 ELEV uj w BLOW$ ¢ 10 20 JO to WATERNOTES
a�of DEPTH 5 per 8 in N WATER CONTENT(PERCENT)
0 to 0 (R) x 1eDlbhammer M We W w GRAPHIC
0.0-0.6 30IncA drop
It 301 A
016-5.0 0.6
Donee'moderate yellowistl brown (10YR
514)with medium Bray zones MS),
beaded•silty fine to medium SAND trace
r1c8led gravel.molt/(RECESSIONAL 9M
OUTWASH) 1 SPT 2-10.29 39 S
5
6.0-17.0 -- -------- — 297.0
Very Dense.meatum ctork gray(N$), 510
nonsV9lfiad,IinO to mcdlum SAND{rate to 2 SPT 10-24_25 49 -�
'live gravel,wet with socketed end faceted
gravels(TILL)
a
w
Becklillea
v
3 SPT 15.23 30 >60 5 With G
bentonite
10 Chip
d SPT 25.5013' 60/3- 1,_t
SM 1.0
5 SPT 13sor3- 5013" 0
15
>a
8 SPT 13-27a0 as0 1`6
_ 1.5
e3oring comPlete4 3t 17.0 @. — —'— 2e.5,0
17.0
7 SPT 3o-5015- SOJS p
20
25
30
w
ro
a
0
0
�t
0 35
G
tit.
n
0
O
R
40
uj
1 into 5 ft
W DRILLING CONTRACTOR: HVt LOGGED: Greg King
m DRILLER: Pat CHECKED: Dave Findley
DATE; 06/25/2001 Or-stor-i'Arest-
06/26/01 09:00 FAX GOLDER ASSOCIATES z 005
PROJECT: City of Renton 130tn sewer DRILLINGRE CORD OF BOREHOLE B-4
SHEET 1 Of 1
PROJECT NUMBER: 013-1532 DRILLING DATE: 06/21/2001 DATUM: MSL ELEVATION: 310
LOCATION: Renton Wq DRILL RIG: B-61 AZIMUTH: N/A INCLINATION: .90
o COORDINATES: N:0.00 E:103.25
SOIL PROFILE SAMPLES NET x PERATION RESISTANCE
= s BLOWS/1t■
V
ELEV. NOTES
z DESCRIPTION _ Wm to BLOWS t0 20 30 40 WATER LEVELS
a per 81n N
¢ v WATER CONTENT(PERCENT)
O DEPTH S GRAPHIC
m 1e01b haMrrler w, W
0.0-0.3 (m 30 Imen amp W.
s h 0.3
0,3.3.0
Very looee,moderate Drown red(10R4t6),
nonsirstried,silty fine SAND,moil
Sm
(RECESSIONAL OUTWASH)
9.0-7.0 '----•— -- — -- 307.0 �
Compscc,orengs Drown(10YR 616). 4.0 1 SfT 3-2-2 a
n2sslve,fine to medlum SAND trace s11L 1.5
5 moist (RECESSIONAL OUTWASH)
S0.$M
2 SPT 2-10-11 21
?.0-230 -- ---- -- 303,0
Very donee,medium Ilght brown(5YRS/6) 7.0
to medium grey(NS),silty fine 10 medlum »
SAND grading to a fine to coaree SAND 3 SPT 11-21.42 �50
some gravel.Wet•mslrix supported with S ¢
socketed gravel(Till)
10
4 SPT 37-50t4- 30/4- 0
Y 0.9
v
Backllilcd
win
bentonite
5 SPT 5w5' sots, 0.5 01ID
15
SP-SM';'
6 SPT SOtS.S' 0!5 0`7
7 SPT 50 50 0.5
20
— 8onng cem 23
pletad st ,01E — -— 287.0
23.0
25
30
m
`n
d
aJ
0 95
v
iL
re
0
40
w
J 1 Into 5ft
DRILLING CONTRACTOR: Holt LOGGED: Greg King
° DRILLER: Pat
m CHECKED: Dave Findley
DATE: 06/25/2001 Golder
Ossociates
CITY OF RENTON
w Planning/Building/Public Works Department
Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator
June 11,2001
Joe Hachey
Golder Associates, Inc.
18300 NE Union Hill Road, Suite 200
Redmond,WA 98052-3333
SUBJECT: GEOTECHN[CAL SURVEY: S. 130TH ST.
Dear Joe:
The City of Renton would like to utilize your firm's services to perform a geotechnical
investigation for a sanitary sewer installation project. The sewer construction is scheduled to
begin on July 9,2001.
The work will consist of four(4)borings to a point that is approximately 3 feet below the finished
grade of the proposed sewer line and the generation of boring log reports for evaluation of the
soils. I have included a site map for the borings and I will have the area located for utilities and
mark the locations for the borings. Our main concern is the possible presence of rock that may
increase the cost of the sewer installation. I will call for utility locates today and let you know
when they are complete.
Payment for this work shall be done via a one-time purchase order and based on time and
materials not to exceed$10,000.00.
If you have any questions,please contact me at 425-430-7279.
Sincerely,
John Hobson
Wastewater Utility
gentO
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12/29/1999 13: 40 4258228758 HORTON DENNIS PAGE 02
Horton Dennis &Associates, Inc.
HDA
Consulting Engineers, Planners & Surveyors
December 29, 1999
David M. Christensen
Utility Systems Division
Renton City Hall - 5th floor
1055 South Grady Way
Renton, Washington 98055
Re: Sewer design topographic mapping expansion, South Langston Rd. to 80th South
Dear David:
Thank you for giving Horton Dennis and Associates(HDA) the opportunity to present a scope
and fee estimate for expansion of the 80th Ave. South sewer extension project.
SCOpe
HDA will produce a topographic base map for your project drawn at a 1"=20' scale and based
on City of Renton vertical and horizontal datums using Autocad version 14. The new product
will be integrated into the drawing previously produced by HDA.
The mapping limits are outlined on the enclosed marked up map of the site. The remaining
houses and back sides of houses previously located will be added to the base map together
with lowest floor elevations.
All surface features within this expanded area will be shown along with two (2) foot contours
supplemented with spot elevations in areas of low relief Underground utility information will
be shown based on surface features and supplemented with as-built data gathered from the
various utility providers.
Right-of-Way lines and parcel lines, previously established, will be shown.
Fee:
The fee for the above scope of work will total $6,480. This fee includes a previous expansion
of the mapping from South 130th to Renton Ave. South along 80th Ave. South.
(previous expansion= $1,600: this expansion= $4,880)
320 Second Avenue South, Kirkland, Washington 98033, Phone (425) 822-2525, Fax (425) 822-8758
Kirkland•East Wenatchee 9 Leavenworth
12/29/1999 13: 40 4258229758 HORTON DENNIS PAGE 03
Mr. David Christensen
December 29,1999
page 2 of 2
Schedule:
HDA will be able to start field work within two (2 )working days from Notice to Proceed with
a ten (10)working day turn-around.
Sincerel -
Neil abbage P.L.S.
Horton Dennis & Associates, Inc.
12/29/1999 13: 40 4256228756 HORTON DENNIS PAGE 04
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HUITT-ZOLLARS , INC .
302 South 9th Street, Suite 101 ■ Tacoma, WA 98402-3602
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