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#3 Expa o.1 tory Work at Springs
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SECOND REPORT
ON
WATER SUPPLY DEVELOPMENT
SPRINGBROOK SOURCE
(VERTICAL DRILLING)
CITY OF RENTON
WASHINGTON
Copyright May 1975
CH2M HILL, Inc.
Seattle, Washington
Record No. S9336.0 Copy No. �_
ENVIRONMENTAL SCIENCES LABORATORY
WATER SAMPLE ANALYSES REPORT
Sample: Renton Well Job No. 58952.1
Report to: Frank Pita Date: 25 March 1975
Laboratory Sample Number C-3741
Total Coliform count/100 ml 0
Fecal Coliform count/100 ml 0
Fecal Streptococcus count/100 ml 0
Conductivity 1,mnos/cm 140
Total Solids mg/1 178
Total Suspended Solids mg/1 5.7
Hardness mg/l as CACO 3 91
Chloride mg/1 6.7
Nitrate and Nitrite
Nitrogen mg/1 0.017
Iron mg/l 0.1
Manganese mg/l 0.44
PH 7.02
Reported by: C. Zaaorolny
I
A 20-inch casing was driven until a clay layer was
encountered that would act as a seal between any upper and
lower water-bearing strata. The clay was found at 44 feet
and the casing was driven into it for 8 feet.
A 12-inch casing was driven to 105 feet where it could
no longer be advanced due to lateral pressure from the pene-
trated strata. Eight-inch casing was then driven until it
became immovable at 195 feet. Six-inch casing was there'ore
installed and driven to the bottom of th- well at 268 feet..
The geologic log shows the material encountered and the
water-bearing strata. In summary, the material is glacial
in origin and consists of alternating sands, gravel, and
clay. Bed thickness varies from a few feet to 30 feet. The
aquifer, which was eventually puma tested comprirad gravels
and alternate fine, medium, and ecarse sands.
Water-bearing strata were encountered at several depths
as noted on figure 2. However, bail tests performed at
these depths indicated that only small quantities of water
existed above 220 feet. At this depth the water level rose
in the casing from the drilling level to 74 feet. A bail
test indicated sufficient water present to recommend a pump
test but it was decided to continue drilling until the
aquifer had been fully penetrated. Water samples were taken
and tested for quality. The data is discussed later in the
report. At 267 feet, the bottom of the aquifer was reached
and drilling ended after several feet of open hole had been
drilled into the underlying impermeable aquaclude. Fifty
feet of 6-inch telescoping PVC well screen was installed
with a lead packer and the 6-inch casing pulled back to
expose the screen.
PUMPING TEST
A nom'nal 250 pounds per square inch (psi) capacity
compressor with 269 feet of airline was installed in the
well and used to develop the surrounding aquifer by horizontal
jetting. Development was continued for 10 hours with about
1-3 cubic yards of sand being brouqht out of the well.
The well was first test pumped during the afternoon of
19 March 1975 as a trial run to check the equipment. :`rom
static water level of 74 feet, the drawdown came near the
end of the airline when pumping at 260 gallons per mi,:,.te
(gpm). It was concluded that test pumping should start at
200 qpm.
An extended pumping test, lasting 7 hours and 13 minutes,
was run on 20 March 1975. The field data are given in
tables 1 and 2 and are plotted on figures 3 and 4. Very
little sand was pumped during the teat, indicating adequate
prior development of the aquifer.
WATER QUALITY
After 2 hours of pumping, a water sample in a sterilized
bottle was taken for quality analysis. The results are
given in table 4. The reason for the difference between the
two sets of analyser can be attributed to the nonsterilized
sample bottles used in the first collection.
Analysis indicated that water quality of the well would
be acceptable for domestic use.
CONCLUSIONS AND RECOMMENDATIONS
The test data indicates a specific capacity of 2 gpm
per foot of drawdown at 200 gpm over less than 6 hours and
without definite stabilization at 106 feet drawdown.
The City can obtain more than 200 gpm by drilling
additional wells in the Cedar River alluvial fan near City
well. In order to justify the cost of a production well at
Springbrook, a capacity of about 1,000 gpm at a high pumping
level would be required. In our opinion the sustained
specific capacity of a well of this size properly constructed
with gravel pack and well screen would not be obtainable in
the aquifer present.y .ncountered.
The possibility of exploring for water at depths below
268 feet has been considered. Examination of all available
local data and discussion with Robinson and Noble, gruund
water geoiogists familiar with the local area and the Renton
Cedar River well No. 8, has prod,lced no optimism that an
adequate production well can be obtained at Springbrook.
Further drilling is not recommended.
MEETING AT CITY HALL 7 APRIL 1975
A meeting was held at City hall on 7 April 1975 to
discuss the Springbrook well. The recommendation was made
by CH2M HILL not to continue drilling but to request H. 0.
Meyer Drilling Company to salvage casing:• and screen to the
extent possib? = and abandon the well in accordance with
State requirements.
This report is being submitted before the above steps
have been completed.
It is recommended that photographs taken by the City be
attached to at least one copy of this report and that a site
sketch be included to record the position of the abandoned
hole.
sr.Fk—�P DATE�•,_=
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ENVIRONMENTAL SCIENCES LABORATORY
WATER SAMPLE ANALYSIS REPORT WHILL
Job No.: 58952.1
Sample: Penton Well
Date: 26 February 1975
Report to: Prank Pita
Total NO2_tl f
Total Suspended Pe Mn
Lab Conductivity Solids Solids Hardness Chloride NO3-N
Sample No. +j_H fN sdas) (m9/1) (m9/1) (m9/1 CaCO3) _ lma 1) lm9/1) 1.. 11 (^g/3)
i40 27 0.29 9.00 0.46
330
56
C3580 6.) 18.5 574 140 27 9.20 0.50
(A)
Gallon Jug
5.8 17.5 362 92 100 22 0.84 6.6.76 0.43
0.38
C3580 100 22 76
IB)
Orange Jar
88 100 17 0.64 5. 0.3
C3580 6.7 15.9 318 92 16 5.44 46 0.39
(C)
Antifreeze
Bottle
Acidified
Filter 2.25 0.425
C3580 2.80 0.46
(A)
Acidified
Filter 1.50 0.34
C3580 1.70 0.39
(B)
Acidified
Filter 1.43 0.31
C3580 1.48 0.33
(C)
Reported by: C. Zadorojny
H. O. MEYER DRILLING CO., Inc.
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engineers MAY 1 1975
planners
OcOnOTlsts , N,.,
scientists
11 May 1975
5001.71
City of Renton
Renton Municipal Building
200 Stll
Renton. Washington 98055
Attention: Mr. Warren C. Gonnason, P.E.
Public Works Director
Gentlemen:
Subject: Springbrook Water Supply Source
This letter is to confirm the discussions on the Springbrook
source at City Hall on 7 April 1975, and in this office on
• 30 April.
It was lur conclusion that the prospect of obtaining a
production well of sufficient capacity to justify its cost
of construction was noc good. We recommended that further
drilling not proceed and that H. O. Meyer Drilling Company
be requested to salvage as much material as possible and
abandon the well in accordance with the requirements of the
State. Should it be desired to proceed with deeper drilling,
we recommend Robinson and Noble, ground water geologists of
Tacoma be requested to direct the operation.
A report on the constructio❑ and testing of the well has
been drafted and will be completed when the well has been
abandoned and drilling equipment removed.
It was our recommendation that attention now be given to
obtaining the greatest possible amount of water from the
Springbrook source that will gravitate to Talbot reservoirs.
We were to write a letter advising on the next step.
The difference in elevation between the inlet to the trans-
mission line and Talbot reservoirs is about 10 feet. It is
evident, therefore, that this critical factor limits a
City of Renton
• Page 2
14 May 1975
S004.71
gravity supply to the water which can be developed to enter
the transmission pipeline from the infiltration system. It
is, however, our belief that additional water can be obtained.
We propose that an investigation of the surfaci.al geohydrology
be carried out by our staff to define the location and
quantity of the available water that will gravitate to
Talbot Reservoir.
Our study would entail the following:
• Quantitate the seepage lost at Springbrook to the creek
by placing weirs in the creeks above and below the
spring area. This data will indicate if there is a
substantial amount of leakage from the collection
system. Also, this information will aid in the deter-
mination of whether pumps are justified to elevate
lower water up to the required gravity inflow level.
• • Use the City's backhoe to dig test pits to intercept,
measure quantity and piezometric head of water saeping
around or under the 1909 cutoff dam, and to expose the
rock layers so a better interpretation of the aquifers
and aquicludes geologic orientation can be gained.
• Evaluate the data and subsurface information to dec'de
if the water gained can be economically justified with
respect to the remedial construction costs.
The proposed investigation could be accomplished with either
a conventional soil sampling drill rig or with a backhoe.
Both types of machines can yield similar information in the
upper 10 to 11 feet of soil. There are advantages and
disadvantages to each type, but essentially the material
encountered can be noted, quantity of water tested, and the
piezometric level recorded.
A surfacial geohydrologic investigation was performed by
Frank Pita while supervising the drilling of the water well.
He concluded that the water bearing formations encountered
in the upper portion of the hole are the same strata that
outcrops and yield water further down the Springbrook valley.
This water does not reach a high enough elevation to gravi-
tate to the inflow pipe. It also was not of sufficient
• quantity to warrant pump testing when ex} sed in the water
well.
City of Renton
• Page J
14 May 1975
S004.71
As a result, we feel that only the shallow areas around the
cutoff dam need to be explored. The deeper aquifers will
not yield water than can gravitate to the i-flow, pipe.
We propose that Frank Pita continue with the investigation.
Frank Pita is a geotechnical en :inoer who has had education
and experience in geology, groun,� water seepage, and piez-
ometric surveys. It is estimated that 5 days of Frank
Pita's time would be required onsite and for interpreting
and writing up data. We would coordinate the work with Mr.
Houghton before starting any phase.
The Springbrook source has provided water to the City for
many years. Water quality is apod, no pumping is required,
and the source would be of great benefit in the event of a
serious power outage at the City wells or other emergency
affecting their operation. Whether or not more water is
developed, we recommend the source be retained providing
evidence is not obtained that the transmission line is
• approaching an unserviceable condition.
We recommend that the collection system in the infiltration
area be uncovered with the probable intention of replacing
the pipework with perforated plastic pipe. After backfilling
with selected gravel to the top of the concrete dam, it
should be covered with plastic sheeting. Soil would be
added with grass seeding and the area landscaped after
removing unstable portions of the valley sides. This is
part of the work covered by the Referendum 27 grant.
The work soon to be performed at the chlorination house will
produce a sample of the transmission pipeline for examination.
We recommend that another sample also be removed further
along the line. An assessment can then be made of the
internal and external condition of the pipe, its carrying
capacity and remaining service life. Having obtained that
data and further investigated the source, a decision can be
made on the desirability of exploring for water in the
valley below the infiltration gallery. That would involve
pumping and might not be economical.
•
• City of Renton
Page 4
14 May 1975
S004.71
If you have questions on the suggested procedure please call
Collie Martin in my absence abroad.
Sincerely,
Antony B. Barnes
sh
cc: Dick Houghton, City of Renton
•
•
.. H. O. MEYER DRILLING CO., Inc.
WSLI RS FSIR IRO AND FORMATION TSST ING
'h'/attn ?l/elte 1DaillGMy�Caaetat
NS24 LMe WMNIm V. NM N t aR.ne VAROAP 21"2
KIRKLAND, WASHINGTON
April , 28,1975
CSt- of Renton
Richard Houghton Sngrs.
Ron CI son
Gentlemen; Re; completing the work at the teat well site , 9nring
Glenn a b".
Work involved would be the salvarce of t'ne ocreen A 6 inch pipe and
eight inch ripe.
My proposal as fol owe:
Item 1 . spend four to Ifive horirr trying to aoly^ a the 45 St o
Patio screen. If I have not pulled it 1n that time then
eusAt that the screen be abandoned end proceed to
pull he sit inch pipe, and 8 inch. I woulv not advise
spending AM time on the salvnlao Tf the 12 inch Pipe.
All work woulf be on a tine ano materinl bnsin.
Rate oar hour for ri�r7 find two mun . 45.�'G
0xy:-en and acetyleEurp ancroa. 515-X I< 15.00
Haulinr of 6 inch and night inch ripe and the
reronditionirr of thi^ Pipe At hrlp. rate 35.00
gst!mnLe timm to hrul, and recondition III hra ,$147.50
Est " to null 6 inch Tipe / 3 hra 115.00
Vi/4 we know it is tight and will pull hard. I sug oat - -
thnt the shot be out oft' .
Sat. tine to out shoe and pull 8 inch Pipe .16 hra 720.00
LORI ecuil'. 1 hr 45.00
Taking ri-I in A included in .nob charge.
5.3% tax
It is nossible that thero would be more or lean time
tnsn the above "timAte. Charges would be made for
the Amount of tit, @rent.
Yours truly
11.0.tteyer Dr111i. :c
RECEIVED
MAY 7IM
i H:M wwu SUBJECT I _ -eS �U C44_1 -11 _ �- -� BY-t— DATE f ,
�` SHEET NO - __OF_ _
HILL ,.,.--- PROJECT
I
i
On1� j�ucr �oN L..o7
t t
I
i
I I
P—•v-12 „C45.aa - r[Or Fed
/n5
de
II II
IV.Y!S CJ F..T deI rn ...�cra•' Q �"C05.K� � fC•r/.�lJ
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ar7 t
5o 44 rvc 1oF it/r.p.q
':Nn�7ii�:. �b0 •• '� {�C 4✓'C ' FORM IS
'r w
T11E CITY OF RENTON
MUNICIPAL BUILDING 200 MILL AVE SO. RENTON,WASH.98066
P AVERY GARRETT MAYOR 0 PUBLIC WORKS OEPARTMENT
Warren C Gonn,non Uueclo,
"to SEPT
Harm IC, 1975
H. 0. Meyer Drilling Inc.
6424 Lake Washington Blvd. N.E.
Kirkland, WA 98033
Gentlemen!
In a recent phone call we discussed fixed and hourly costs for the rest of
Springorcok well from the first of the year. In order for our office to get an
idea where we stand financially. I have prepared an estimate for all work in
this contract. We would like your review to see if I have made any mistakes or
errors. Please r.alize that the hour esti,ratrs 1 have used are liberal. The
a:tual hours for the job, I hope, will be Iwe, .
It I.f• 8" Casing W $13,50 - S 148,50 Pulling 6" Casing Setup
(Already installed) for pump test
74 I.f, 6" Casing O $45.00/hour - 12 hours - S 540.00
(Already installed) Pump Test, Rental of
Jut Development Dump L.S. - $ 250.00
$55.00 per hr. x 12 hr - $ 660.00 Operator, $18.00/hr
Well Screen L.S. - $ 500.00 40 hours - S 770.00
COSTS TO DATE AND ESTIMATE OF FUTURE WORK--------------- $2 818 50
Please initial the extra copy and return to our office if you concur with the
estimate. Please feel free to call us at 235-263).
Very truly yours,
Richard C. houghton
Utilities/ Engineer
Robert Bergstrom
Utilities tngineerinp
Rb:pmp
H, 0. MEYER DRILLING CO.
6424 1 ake Washington Boulevard N. E.
KIRKLAND,WA,HINGTON 9SD33
P VA 2-MU or VA 2-1992
arlalCiIN r MMYTto tO , --.. _---.. MIT-C, r r A , fe ,
'Mt
--- - -
104 [ 1
or, urn c
_
aacNrn:<f a+r a na°e
A» -
/o
ale M°Oa,uWelt,pc�Ncelrom AM nnmelAf lo• ,
tA . ,.. .
at vPropose hweb, to fwn,sk material MITI WWI --complete n accornan a w th :+novo s J,colAvts, for Ow sbn of,
-�ymem ie M maw a,hbowa
1�i•w«.M oN ..� MO v«r•« W .m M M • t"er`t1Ur! �..r �. - ...•-......•_.-
ama.ANM Na r°..M.M ul.e«+-•^f• w•I.w�Nwe r amx rMr I"paW�1 b
N calls,Alpo r caww o«nar w.«n M.a-w.�a Wri m.x.x�,e
4r wrt�a Me4.Mgwbwmr+.f.°mW�Naw.lrwarca wmu anlMfrawr GY ve RnN Cfe11Ni1'arlMn �..._�.Oq1.
llcnptulce tls �Iropalsnl -fA.aw.pN.a a r AcaAw a
orb mMNwm N Wnractary aM are McDf aitplMl
to tlo IMwn4 as Stw�AW 1lI.1«rrl WmWe n uWlvwe Ww!
11M<0I Accegarrce-
, ., b.rr�wwwaw.wwrw•«.aa••ris rq.•M
N N
MEYER DRILLING CO., Inc.
Paf � — WILL IIr11"Ili AND FORMAT 104 i[f TIIC
A N\ien
'k/a&t 7Ve&'DtlUGt9 e4l4t4ae.'44
NN ire INS IF t. • rNw +AVMs 2-18W
nrZ. Hnu hton KIRKLAND, w.SN1NGTON veal)
:i :v of ++antoa
tv hall
esccr. . aesh
Invoice no 14-63-74
S Trt veil ay,Jorction . ti
Sov. Mob!'_ltaticn r'' ri^ , no dmNc!,, v 30C.00
54 f* of 22 trrh oeairR pr f: 135C.00
Labor;
_11-22 LID, -c. 3'151 1,hr 45.00 .,;0
11-25 { rl 3852 4 a 4$*:10 15i.V�jg
11826 " 385� 7 " 45.00 A37.50
11-27 3°54 NG.
11-29 3"55 70•
12i1 3''[
3 6 fl.
12.2 "-`� J? 35+Oo 1''2.50
00 27'.io
12 3`59
ine 20 irmn oriva shor. 200.;0
any 1? inch 61-IT+1 shoo 100.091
�l ft cf drmi^a 12 , hold Ana installing
L.1t, of Rantenls d :1, r4 513.50r ft
4811.00
5+3% Uz on
Vut�rlal And stinrly work `
f
71�11a No. of -----
H. 0. MEYER DRILLING CO.
6424 Lake Washington Boulevard N. E.
RIRN(AND•WASHINGTON 980M
VA 2493M or VA 2-im
1M rwi
IOi IMONf
el twabr s•Amrt lbKm.lnmeiM esbmnes Por ,N _
4r�3Caa
Pl. J///(((���r��l������•••ter/ ��
ze
we Onvam hereby to lumish m"'Ai and labor —complete In accordance with above spe dKai ons,Mr the sum of
dollars(S
MI wiMM r iW![bW r a K ywAq M!ri N r\empM[!w i wr!«.«ai
Wien«w««•e♦w.i«e a«iN«4q ii4ilbn«enrtw Iw••inon.i«nw- ACw�M.�r.[�n.�d----'�
illy MYN4ie YMi A'MI NH M.«eNN oM!V W waW alwea.mtl N N[Mi M ry•••••�. ame..
iM irirai irir w WA t!i«rxn«i ii y,w••nx<n««n•n.!!.\ea.i«ibMi ._--
«iitiM aarN Nil NNeM O.a!•b I«•r•..m.wn Nei«ni,+««w,r�n.wi«! Aw, rms elopial."
Oul wli�«i Maii«Wib�irr'M a Mllimin.Ven•pinwan imu.wwe -VWr l by ei n W i cm w
Axe d ._tM iltrve W bii.spRdKggw
iM tenO�ibn\iri Nbtli[1bry yq M M[W/K[lbtlE. Vm a StAhmoap
4V Mt w!bli Ii\pCIM1e4 PiYONnI N•If p!T!e!i\ONI•nia iaali. �'�^_J_
ILW.i [VR4n MYb\YJi iI^IlNlriw«�L 1li.aM.WM!•r
Proposal � Pat"
on 10-12-74 0e of bid made H. 0. MEYER DRIVING CO.
on
6424 Lake Washington Boulevard N.E.
KIRKLAND.WASHINGTON 98033
r VA 2.8334 or VA 2.1892
-WO llllo-W�1.
INpNI wiF
cat14 12-4r74
)1111fi —"
NM M
777-106th Ave. 11E_ _ Renton fresh Water Cry 61ai[4q IV CUC( 1M IMAII'IM Epp
--B Jj'9vue Wa rin
�'nisci w* w e.xa '—'—
,Pa wronc
Wt h.nby l- ,p.oLulan a•M tVimam Ibr
Change of original oor—rect because of the fact that we
mutually agreed to use the pipe already owned by the City of
Renton and evailsble nt the job cite.
The change will sprly to the item 1
Drill end cane f1f0re o to 300 ft of 8 inch hole, to be
Drill 11 inch hole and install 12"0.D. 0681r.g furnished
by the Gity Df Banton.
Price per ft. ;13.50 from 53 ft
200 ft 13.50 2700.00
One fxbrloatsd drive shoe, hardsurfaced 100.00
Cut end trim your vice yEst hra. 4 at 035.00 140.00
12"
Weld on drive sttoa and in pipe to
53 ft level bra 35 .00
52.5D
Above hourly rntea barely cover expenses)
we i;;Vdae hwaby to famish material aM labor-correlate In fteordance with above eMOACatlons, for the sum of:
dollars If ,_)
ahry ....MN!h W tr,M 1 M Al.-1 W M.Me01MtI in.
^rM W.4 MatIK.. .n..1.r.Ign p MM4N 11M.wW 1 M. 1NPM~
wp •wrv..rr +w N..x+.w..+r gym•w.M maw.,w.., w. w Spwlure_
t nM.w..W.Oow rMMmO..u+ir..ninaN wnNM.^t Yaw µW.. ram.
awn ar.w m..wrvw rw.m bi.w.Y.n tar..aw.ram.m«rr .w Nor. TMa IwoPwYl m
h.xmwn.n luM1mwrw bYwMm...d..nawnabm b.w.n. xdMrexn PY 1p it nW
Afrepbwe of f ropood-T.
.nd COMlleom me sanal.ctory ma aro MMy aK.alPa, yyy art Na1geWC Sen.Wre
to ab the xma e,,Pe[dIM P.ymml xdi O.In.oa..PutNrl.d same .—•—•.... .._.__
D.0 of APC.M.nc.. ..—
CORNELL HOWLAND.RAVES a MERRYHRO
BiaxNts Cow BwldmgJ)1.106n Ave N f Billhun.Wrsninglan 98004.4 2061455 0500 &..w.nw,oW o„m.
30 October 1974
,wwns ,�.wyo ,c.R.nsrs S 89 52.1
•'l
Department of Engineering
Municipal Building
200 Mill Avenue South
Renton, Washington 98055
Attention: Mr. Richard C. Houghton
Utilities Engineer
Dear Dick:
Subject: Proposed Drilled Well Sprinqbrook
This letter will confirm our meeting on 24 October 1974 at City Hall.
It was agreed at that time that the City will install a rough,
V-notch weir in the creek approximately at the chlorination
house to obtain data on the water flow. The data may be required
in the event of complaints from the owner of the Trout Farm. The
City has already submitted a negative impact statement.
In order to obtain a complete record of the drilling work for pro-
cessing payment to the contractor and in the event of controversy
regarding the work, the City will have Bob Berqstrom on the site
at all times that drilling is in progress.
There is some question that the initial first stage work will
qualify for Referendum 27 money. This has been discussed between
the City and the Department of Social and Health Services, stating
that the intention to seal a 20-inch casing to an impermeable
strata is the first stage of a production we! . In addition, the
intention to engage Meyer Drilling Company for this important
tirst stage work is specificall'. to take advanud,,e of their ex-
perience and expertise in this type of work.
Mr. Meyer has been verbally informed of the City's intention to
procear a Purchase Order based upon his quotation of 12 October
1974, and we have now received your letter to him dated 28 October.
we confirm that the proposal has been examined in detail, and we
have recommended its acceptance. The City will check on insurance
requirements and the effect of provisions on the Meyer proposal.
Department of Engineering
Page 2
30 October 1974
58952.1
It is unlikely that the cooperative work between the county and
the City to divert storm water around the Springbrook will proceed
in the immediate future. The well drilling therefore represents
commencement of work for purposes of meeting the 31 December deadline
specified in the grant offer under Referendum 27.
The City will inform Bob Aggas (telephone 885-1900) of the Department
of Ecology at Redmond when work is to start. It has been agreed
that a permit is riot required for this first stage work but the
DOE may receive calls and will be prepared to deal with them accord-
ingly .
The importance of this first stage work in sealing off the 20-inch
casing into the first impervious strata so that the top water is
not lost to lower aquifers cannot be overemphasized. It is be-
lieved that all parties understand the risks involved and work
will proceed with them in mind. It is not known at what depth
the impervious strata will be encountered and, therefore, a
decision cannot yet be made regarding deeper drilling within the
initial financial limitations on the work.
It is our recommendation that the first hole be drilled in the
south part of the present infiltration area so that any water
which may be encountered under artesian pressure will be directed
to the 20-inch transmission line. The possibility of causing some
turbidity in the infiltration gallery must be recognized and
preparations made to close off the 20-inch pipeline and maintain
service to customers from the other sources.
If you have questions please call.
Ver, truly yours,
Antony B. Barnes
jsp
October 28, 1974
MEMO TO FILE:
Checked Springbrook 4:30 P.X. , Sunday - 10/27/74 - water
running clear.
Checked Springbroo, )0:30 a.m., Monday, 10/28/74 - water
running clear.
RCH:pmp
cc: W. C. Gonnason
C H M ❑ 1!W Wnl',4,W O gon 917]0 ❑9sis23 W Lry n Ylvk AIM c�E Ay.995 1
(, _ 1515 Court Sv gneT CYrwn.a 9BWI ❑92I09t Janes: Mqb 99W1
❑ 7W Fare S~ &. F,g two CY,InrnrF%IN JW 777 10&n A.. N E BN erne_WqN rplun SOON
1 ❑ 2W S.Wr MgrkM St 121N Flew pert,",On,977 1❑AIY Narrn Frr1r Street Bw. tN 92701
HILL O 1207E Ew qSM Qa .' Wlwwe W729 O 19M I1 c PoFt wn SII E Rnton vt, 22 v
Q SSS CaYml MYI 'Sblmante,GldornV 9g91A ❑
C"ry Co. RZENT " � �/N tG+`e Ji9G• pArE /O — IS —7/1.,
RE N T,,/N / ,jWic io.-, •;JI L-DING
(ZEtiTZ,N �aSK , hG'�S$ oBNo 5 8y52 1
A-rrti DICK Hh uc"4 Toe./ SUBJECT SF1'tti"C 132otE�
tt.
�y I
4
1
I1.n.nr1..rr..11 ••:Ilr.irv.p'n.l•,rl�..+1'•!<1 Iv['F! v^+ialYN i11Wr I.Irn.Ur r,Ttnrrn•airnn Inal N+1',f%'In iRrl!Myl T.FF9R{iAR1 pr.l �
J
H. O. MEYER
ER DRILLING CO., Inc.
WILL 11.311IKC SKO Y0lY3ii0K Tl3TIMi
7044m Ve&V,&(uy rs
M23 l..e N,.n,nn.^ 0ae N S . eaa vi.3.14 2.1"2
A.B.Bnrnes KINKL.NO. NASNINOTON 9 033
10-12-74
�ornell,Howland,Hepes A HeeryI'ielc
777-106th Ave. No.
Bellevue,
W OW 98004
Dear Sir;
Re; Drillinr of tAst hole or holes at the spring fed
water 3up,-17 south of Kenton.
1 re,comend that one or nor% holes be drilled. The location off i
these holes is of primary concern.
Insuring av%inst loosing on,7 of the water 1n the present formation
and also avoiding any chance of hitting end artesian flow and not
being able able to control this flowis of vital importance. 1I
would nLt consider doung the job unless 4nese precputions are
taken.
I raccomend that a 2C" or 18" holebe drilled. The pipe shouk
have a shoe on itbe set to severpl felt belpw the existing ground
water stratifrom which the wrier is now being taken. Axtrome .are
should be taken to pronerly seat thin pipe. Then it should be
pressure grouted to fhe surfpce. This pipe would not be rec-:vered.
Since there would be considerable time involvee determining at
what epee to stop the dri`ling for the rurfnce sepl I propom
that this work be done on A time And material b..9ia.
Should you w,,nt to drill n test hole 8-10-12-14- or 16 inohw
we would give you a price.
Provo-ol these enclose sheets will give yo: end Iden of
what vour costs will be.
Yo ra truly
her AE.1cp
H.O.Meyer i111a- Co.
y'
4"
Id .
r
�Cll�ll113t(� — a No. of Pave'
H. 0. MEYER DRILLING CO.
6424 Lake Washington Boulevard N.E.
KIRKLAND,WASHINGTON 98033
VA 28334 or VA 2.1892
.worosu waMinlo ro s wn
CREM 55-o5oo 10-12-14
-------— --- NAN- —.
777-106th Ave. RE. Renton Fresh Water Supply
frlY ftA11 ANe IrP COpF' pa IVGrir(N:
Aellevua Wash. 98,004 South of Renton
A.errn[er eAU or Awns —
10-6-74 >ow P»m«
We MrMv foams arenNunmoA.rd rahmalre roe
Drilling of test hole or holes.;
Mob & demob of dr 111ng equip, to job site 3 35000
Rate per hr for two man crew and dr. Equip. Xi5.00
gat time to drill 20 in. hole 20 to 30 ft
20 bra ,A 45.00 900.00
One home dada drive shoe for pipe 2001D0
30 ft of 20" ripe per ft 25.00 750.00
two yordsof cement (eat) 80,00
( Pm sure that we would be paving standby time
for the truck while the cement was being pumped)
There are several methods of introducing, cement apound
the r1re. /� .0
.Est labor and rentals to do this work 300/00
Drill and case Rrom 0 ft# to 300 ftof 8 inch hole
price per ft $20.00 6000.00
8 inch drive shone no charge.
Standby time with anew peer hr 35.00
n " " out tt none 1st 5 days.
Screening,, test pumping and other work wntild be
nvnilsblr on n rental lards,
Arty time a third man is required on the job an add.
charge wvulld be mrde for this twin . $16.li0 Der hr
7, %.r YL/1 (t14
NP 11Pgpd/P hereby to furnish material and fiber —caraolote M eccordanoa with about apeurcations, for the sum of
m M nvaM a i m�!owe a� �
Mr'nwwW N r.rrrnlwJ b b .AM Au rw b M[anpYbA ,wM A IAOrrtW �,� -.wamC^r b•rrMrN p A r rrxr u.bvWM Iwrr Mew rrv ���LLC.., a Mr..�.m...e•a r.nn .a a .. .n.N.,ran wr s a elan.
MHenMX..r .M Ner.1M A M.•^e r[ nnrryeM.(Yr MN
M MM an+r w r w.n U.n..n r r.rr nrr rru,.r n..w wan wrw.r n..r..n. Now iMr Prpwrr�i be �_— -
0.r nMM,ne W,a row•a nr n..e•.r coe:v.,r.r.,e m•ur.n, wnhtlr.wn aY uA rl n41.frefrfea rntMn_.._ d.p,
�ttPjlhllltP lit �tq{Ip� 1M.eovrwNen..p.r,Nrnrns
Mtl rrr,Urlxnn are vl aa[fop.rx!Are MrWr Kr.pled You a4.NMnrtW fxannun �— ��___.___.___- _ _.-.__
m OO lire wNA as rgtrhM Paynwnl w,ll b mae..A uWlrmtl alww.
Dab of Awafanse: Bannon
rwr.0 .enww.rr.wrr[.«...rwr r.rw.w mwar u•w nw _. -.•_. _
H. O. MEYER E; RILLING CO., Inc.
•�.!'„�,.,., , WELL REPAIRING AND FORMATION T88TIKO
K/a tat ?f�elE D,tftatg eoKOtaetar
M74 GNG WnNmN,o-, RW At • PNNne VAnAVS! O-1Me
A.A.Fnmea KIRKLANG, WASHINGTON 980I0
Cornnll.HoT:iNnd,Rayea & hteeryfield 10-12-74 41'
777-1O6th live. ho.
Bel IPvue,
Wash/ 98004
Dear Sir;
Pc; Drilling of test hole or holes at the spring fed
wetrr supc.l- mouth of Renton.
I reocomcnd thrt ore or :sore soles be drilled. The location of{.sq
those noses is or primary concern.
Insuring aralnst loosing any of the water in the present Qormation
and also avoiding sM, chnnoe of hitting ano artecisn flow and not
being able able to control thin flowis of vital importance. 11
would ndt confider deung the job unless tnese preerutions are
taken.
I rocoomend that L 20" or 18" holebe drilled. The pipe shoulr,
have o shoe on itbe set to severol felt belpw the oxietir3 ground
water stratirrom which the wetor Is now being tekeh. hktrome wun
shoulc be tcl:on to pro prly re
seat this pipe. Then it should 1,c
prea;ure groutod to fhe surfece. This p1Fr, world not ba recovered.
Since there would be eonoidereble time involved determining at
whet aP"a to stop the drilling for the eurfoce seal I propoa:
that this work be done on a dice end material basis.
Should you wrnt to drill s test hole 8-10-12-14- or 16 Incho.
we would give you a price.
Proposol ; these enclono sheets will give you and Idea of
what your costs will he.
Yo
Mr re truly
n,e I
llir.
B.0.1107er Co.
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H. 0. MEYER DRILLING CO. �'r, V1.r-
6124 Lake Washimgton Boulevard N.E. !.'�� .•'� o+
KIRKLAND,WASHINGTON 98033 :1
VA 2-9334 or VA 2.1892
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455-0500 w 10-12-74 _
f NY FXM.
7 7-106th Ava. PE. Renton Fresh Water Suprl
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prv.tlXt[AND N Coat 1W AMXIMN
Bellevue, Wash. 98004-_ South of Renton_
.afNfl,Y.r Imi a nAN, 1M M .t
_._ ___J 30-6-74
We aMeNY,ublrw in.nhtal�onf Xntl aN:m.l.X kX
Drilling of test hole or holes.; i
tlol, U. (Itmole of or llln , emap, to job site 3 35000 1
Bate per hr for two man crew and dr. Equip. $t 00
Est time to drill ?0 in. hole 20 to 30 ft
20 hra at 45.00 900.00
One hole ltado drive shoe for pipe 200MO
30 ft of ?0" rino per ft 25.Oo 750 A 0
two yardsof cement (est) 80WOO
( Itm cure that we would be, pnying standby time
for the truck while the cement was baing pur:ped)
\.hone are gecoral meth:ds of introducing cement around
the pipe. , N ...y
'Est labor lied rentals to do this work 300/00
Drill anJ case from 0 ft# to 300 ftof 8 inch hole
pries per ft $20.00 6000.00
8 inch drive shoe no charlle.
Standby tSme with efew der tlr 35.00
" IT IT out " nore let 5 drys
Screoninlr,, test plcnpinr, and other work would be
nvailnble on a rent:nl basis,
Ally U11W n 61d;i`6 hu;a lt. requlrt;; ou eau job an nuu.
oharge would bn mrdo fe, this mw . y16.00 per hr
Cut pra"Or hereby to furnish material and leber —complete m accordwo with above "w1 katwns,ow the sum o1;
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