HomeMy WebLinkAbout9I - FIG Well #7
CITY COUNCIL AGENDA REPORT
MEETING DATE:
AGENDA #
PREPARED BY:
AGENDA ITEM:
April!, 2002
91
Bud Osmundson, Public Works Director
CONSIDER APPROVAL OF A RESOLUTION AUTHORIZING THE fiRING
OF PROGRESSIVE CONSULTING ENGINEERS, INe., TO PREPARE PLANS
AND SPECIFICATIONS FOR A FIG PRODUCTION WELL, WELL NO.7,
CITY PROJECT NO. 02 - 04.
DISCUSSION:
Historv
At the January 22, 2002 meeting, the City Council awarded a contract to
Bergerson-Caswell, Inc., for the drilling and testing of a Franconia, Ironton,
Galesville (FIG) aquifer test well near Well No.3, in an effort to investigate the
possibility of utilizing the FIG as an alternative potable water resource. The test
pumping is complete and the results are positive toward the construction of a
production well. The purpose of this item tonight is to consider authorizing the
preparation of plans and specifications for a FIG well, which will be Well No.7.
BackJ!round
The staffs preference is to place additional Jordan and FIG wells in the
Brooksville Hills area so that it keeps our options open for a centralized water
treatment plant in the future. In addition, the pumphouse for Wells No.3 and 4
is set up mechanically to treat water from a third well, so if we would place an
additional well in the area, we would not have to pay the cost of constructing
another pumphouse at this time. Our Comprehensive Potable Water System
Plan and our physical water system constructed to date, is built around the
concept of the water being pumped from the Brooksville Hills area out to the
city. The Comprehensive Plan always called for one well that would be used for
peak periods somewhere on the other side of the lake, a condition now met with
the completion of Well No.6.
We hired Progressive Consulting Engineers, Inc. (PCE) to prepare the plans and
specifications for the drilling and testing of the test FIG well which was located
just north of Well No.3 pumphouse. The contractor, Bergerson-Caswell, had
some problems drilling the test well when a drill bit became lodged in the
incomplete well. Bergerson-Caswell lost two weeks by this drilling and trying to
retrieve the bit. Bergerson-Caswell started a new test well and the drilling was
completed on March 15. The development of the test well was completed on the
agenda authorize~7e9~:&Melmann 51. 5.E., Prior Lake, Minnesota 55372 / Ph. (952) 440-9675 / Fax (952) 440-9678
AN EQUAL OPPORTUNITY EMPLOYER
FISCAL IMP ACT:
ALTERNATIVES:
agenda authorize prep p & s 3
19th. The driller noticed a good water bearing strata at about 570 feet deep. On
March 20 and 21, test pumping was completed over a 24 hour period. The
results showed that the 4 inch well produced 60 gallons per minute with 45 feet
of drawdown over the 24 hour period. From that information, PCE projects that
a 12 inch FIG production well in this area should be able to pump approximately
500 gallons per minute (gpm). A report from PCE regarding the results of the
test well pumping is attached.
At the November 5, 2001 City Council meeting, staff led a discussion of the
approximate capital costs per gallon for Jordan wells and FIG wells. To review,
a typical Jordan well produces 1100 gpm, with a stand alone pumphouse at a
cost of $550,000, which equates to a cost per gallon of $500. The FIG well
producing 500 gpm, with no pump house, at a cost of drilling and connecting to
Pumphouse No. 3 of $325,000, has a cost per gallon of $650. Although this
capital cost per gallon is significantly higher, we have to consider all the other
issues in addressing the potable water needs of the community.
The DNR is not going to be easily convinced to allow us to proceed with another
Jordan well in the Brooksville Hills area. At a minimum, we may have to drill
additional observation wells on the east side of the lake, which add to the capital
cost of a Jordan well. In addition, the pumphouse for Wells No.3 & 4 is set up
for an additional well, but a Jordan well could not be drilled here since it is too
close to, and would lessen the pumping capacity of our existing Jordan Wells
No.'s 3 & 4. This pumphouse has already had capital improvements completed
which allows it to readily accept the pumping from another well, so it is prudent
to utilize this past capital expenditure. This also allows the FIG well water to be
blended with the two Jordan wells, so we should not have to incur further water
treatment costs for the FIG water, if needed.
With this information in mind, staff believes we should move forward with a
FIG production well at this location. PCE has submitted the attached proposal
for the preparation of the plans and specifications for the FIG production well,
Well No.7. Their proposed engineering fees are a not to exceed cost of$17,700.
Conclusion
Staff recommends that we move forward with a FIG aquifer production well.
The information we have from other FIG wells in this general area of Scott
County have shown good water quality characteristics, and fair pumping
capacities.
Budf!et Impact
Staff recommends that the funding amount for the engineering, $17,700, and the
actual drilling of the proposed FIG well should come out of the Trunk fund. The
estimate for the engineering and drilling the well complete is $350,000.
The alternatives are as follows:
RECOMMENDED
MOTION:
REVIEWED BY:
agenda authorize prep p & s 3
1. A motion to approve a resolution authorizing the hiring of PCE,
Incorporated, to prepare plans and specifications for a FIG production well,
Well No.7, City Project No. 02-04.
2. Table this agenda item for a specific reason.
3. Deny this agenda item for a specific reason.
RESOLUTION 02- ~
RESOLUTION AUTHORIZING THE HIRING OF PCE, INCORPORATED TO PREPARE
PLANS AND SPECIFICATIONS FOR A FIG PRODUCTION WELL, WELL NO.7,
CITY PROJECT NO. 02 -04
MOTION BY:
Je
SECOND BY:
~p
WHEREAS,
The City Council is concerned about having an adequate potable water
supply for the community, and
WHEREAS,
The City Council has awarded a contract for a test well in the Franconia,
Ironton, Galesville (FIG) aquifer, and
WHEREAS,
The results of the pumping of the test well show that it is prudent to move
forward with the completion of a FIG production well.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE,
MINNESOTA, that:
1. The recitals set forth above are incorporated herein.
2. The City Council authorize the hiring of Progressive Consulting Engineers, Incorporated to
complete the plans and specifications for a FIG production well, Well No.7, City Project No. 02-
04, for a cost not to exceed $17,700.00.
3. The funding for the preparation of plans and specifications shall be drawn from the Trunk Utility
Fund.
Passed this 1 st day of April 2002.
YES
NO
Haugen HaulZen
Gundlach Gundlach
Petersen Petersen
Zieska Zieska
{ Seal }
Frank Boyles, City Manager
agenda aut1~G;;'~~eJ\9'lJmn 51. 5.E., Prior Lake, Minnesota 55372 / Ph. (952) 440-9675 / Fax (952) 440-9678
AN EQUAL OPPORTUNITY EMPLOYER
I
~ ......... .....
Memorandum
To: Bud Osmundson
cc: file
From: Naeem Qureshi Jg..
Date: 3/27/02
Re: Report on Prior Lake Test WelI
REPORT ON PRIOR LAKE TEST WELL
Project Description
Test Well Nwnber 7 was designed to be a 4" well drilled to the bottom of the FranconialIrontonlGalesville
(FIG) aquifer. The purpose for the test well was twofold: (1) Determine the geological conditions that will be
encountered during construction of a future production well. (2) Obtain water samples from the FIG for
analysis.
The attached figure depicts the anticipated construction of the test well; the attached well logs show the actual
well construction and geologic formations encountered.
Project Construction
The construction contract for Test Well Nwnber 7 was awarded to BERGERSON - CASWELL INC. who
started on 2/15/02. Well construction continued until the drilling equipment separated at an approximate depth
of 410'. Several unsuccessful attempts were made to recover the drilling equipment from the well. Bergerson-
Caswell Inc. reported the loss of the drilling equipment and unsuccessful attempts to retrieve it to the Minnesota
Department of Health who gave them direction on abandoning the welL Bergerson - CaswelI Inc. started
drilling another well approximately 10 feet northwest from the original test welL
The second well was constructed per the information contained on the attached well log.
The geologic information obtained is as follows:
Drift, large glacial boulders 0 - 24'
Drift, sands and gravels 24' - 124'
Shakopee Limestone 124' - 260'
Jordan Sandstone 260' - 360'
St Lawrence Shale 360' - 400'
Franconia, Sandstone 400' - 570'
IrontonlGalesville Sandstone 570' - 645'
Eau Claire Shale 645' - 650'
Bottom of Hole 650'
It was test pumped at 60 gallons per minute (GPM) for 6 hours on 3/19/02 and then for 25 continuous hours
starting at 7:30 AM on 3/20/02. The measured draw down and calculated specific capacity for the well at the
end of the 25 hours of continuous pwnping are 44' - 10" and a 1.34 GPM per foot of draw down, respectively.
1
March 27, 2002
As of 3/26/02, the second test well was still being grouted; it has taken 20 cubic yards of grout and
approximately 4 cubic yards of pea grayeI. The first test well required 28 cubic yards of grout. The contractor
expects to be finished with the second well by 3/29/02.
Conclusions
1. Driller's well log shows that the FIG fonnation is approximately 245' thick, 35' thicker than
anticipated. The fonnation begins at an approximate depth of 400'. The driller's log and gamma log
have been submitted to the Minnesota Geological Survey (MGS) for their detennination of geological
fonnations. Results have not been obtained yet.
2. Water samples have been submitted to labs for chemical analysis. Results have not been obtained yet.
3. The test pumping indicates a specific capacity for the test well of 1.34 GPM per foot of draw down.
This will be reviewed with the MGS, after receiving a draft of the results from their,review of the test
well, to see if an estimation of production well capacity can be detennined. Historically the
FranconiallrontonlGalesville fonnation has provided 500 to 600 GPM at production wells.
Recommendations
The City should proceed with the design of a well capable of producing 500 gpm.
2
MAR-08-200216:02 'FROM:
763-479-2183
TO: 612 560 0333 '',J
"I
P.0011'001
~,
BERGERSON - CASWELL INC.
COmmercUll · Municipal · Residential
Ge(}rh~rmar. Irrigallon
Submersible & Turbine Pumps
EnvironmentaL DriJJer.r
HteU Drilling, .A.bando1Ullent &: kpair Sin.ce 1948
~rrIJI<<I. IItll DrUUn
C,nijiItd hmp bt:tIalkr.r
March '8, 2002
CITY OF PRIOR LAKE
Attn: Mr. Bud O$mundson
17073 Adelmann Streer SF.
Prior Lake, MN 55372-1714
~rl)~re.."I!dve Con~ultin~ Rnginccrs hlt.
Ann: Mr. Naeem Qurcshi
(j 120 Earle Arown f)rive
Brooklyn Center. MN 55430
RE:
PRJOR LAKE T:ES"f WELL STATUS REPORT
l.)~lt Gcnl!l::man;
Uergerson-Caswelllnc. i:; under contr:1et to drill you a. teST weU into the Franconili., IronLon. Galcsville
formations. This p,'oject is to determine if lhis lormation will offer the city enough water TO install a
permanenl well. Our contract was suppose to be comple[ed by Luduy, bul wc have experienced fl few,seT
backs during this project. Do to lhc.sc selbaeks, we will not meet. our deadline dare. Below I will explain
our simarion, Lhe problems, and possible solutions TO this problem.
We started Ihis well on 2-15-02. by settin~ up and drilling 10 lhe lirst rock funnlllion(Shakopee lime rock).
We then enlarged the hole to a 13" and drilled to the ~;ar.le loccl.tion( 124 '). We insrnlled SOl ca..ing and
drilled lhe welllhrough the surface casing. We were drilling .is per the specifications lul 8" hole TO roughly
425' when we were at roughly 410' uur drill collar sn<lpped off Tbis had never happened 10 us, prim)o this
Time. Normally we would remove this equipmem, by inslalling a. Lool that goes over the pal'rthal bruxe and
lhen retrieving it. In this case, lhe reason for it breakirq musr have beenlhnt chunks ofloose lime ro;k feJl
in fro'm above and locked our tools in the ground. Ant.! wc can not get our retrieval tooluvcr the brol.rm
pICCt=S.
In mo~ cases, 110 rJ11aIly Wh&l would happen is TO seal (he equipmenl in lhe well were it lies. BUT in this
siwarion our drill stcm ;s from 410- 338. This portion Ilfthe hole is cons~dered a NlIlural confining layer
(thc St L"l.WClClnCe Shale). Becau.'lc our tool is ::cross this <Ire<l, we cuuld not just se:\1 it into the weIland
stan over. WhaL we have done is contacted the M inne!\OT;J ,I :lealth Deparrmellf and advi!lcd them of 01.1:
.' , ~
situation. 'l1leywaIuedus 10 kct.-p trying to fish or remove thc equipment until l"eTri eva I was not possible
and-recover a piclure lhatwould show the hole with our equ.ipmem in it. As of yes Lcrday we were verbally
tokl Lhat theStnt.e would alluw us to I.TJ'Outthe well Wilh the cquipmt.11t in place. bur they wlluld prete";' to
have the groullinc go inside the drill collar. "
The maLerials thaI are in the well arc wmth about S20,OOO.OO, and I:hi~ hns cost our firm a lot of mon,:Y, so
we have been trying to retrieve it. I know thc eity has the righT 10 penaJi",c Bergcr.;on-Cnswell as orloday.
but we would appreciate y(.ur plUiencc and extend our COnlract time so we can nor onl)/l:.ompletc thi:.,
project bur TO reseal thcarca. arOWld this equipment to l.lffer rhe seal back in this !In.-a.'
,:,',
If we can drill along side of the drill collilT for Lhc 50' and inst:\ll The rest well inlhis exiSTing hole, we
should be able to complete lhis well withi.n The nexI 8 working day!\(J-20-02). Ifnul we will know by
Tuesdayand then we will st;lIi a new well, and this well shouldbe complcLed 0)'(3-27-02).
If you have any additiunal questions. require other infoJ:marioll, or would like for me TO sir down and:lt,.isit
winl YOll on lhi~ entire project, pleasc let me know so we can set up a meeting anu discuss Lhis proje'i1.
, ~-,
r
I~
II,
$JJ5 b1dlLfzrW St.. Maple PI4iIl,MN5.US9 (764) 479-S121 Fax (763) 471J...21NS
MAR-25-2002 1121: 11' FROM:
JI4 1..
763-479-2183
TO:612 56121 121333
P.OO2....12110
!:i
I
~
~.
BERGERSON - CASWELL INC.
Commercial · Municipal. Residential
Geolhermal · Irrigalion
Submersible & Turhine Pump~'
E1lVironmemal Drillers
&
1f&11 Drilling. Abr:uuionmcm &: Repair Since 1948
CtrrlJWi JtWl DrUk"
c.mj;.d Pw.p In:naD.n
March 25, 2002
T'ROGRF.SSTVF. CONSUl,TlNe F.,NGINF.F.RS JNe.
Alln: (\<fr. Nacem Qureshi
Ci 120 F.arle Brown Drive
Minneapoli~, MN 55430
RF.
CITYOFPRTOR LAKE, MN TEST WF.T.L INFORMATION
Dear Mr. Qureshi;
Uergerson-Caswelllnc. appreciares ltle opporlunity ro assisr you withyolll" well and pumping needs.,' We
have almost completed the FTC test well at Prior Lake, what is left is to complete the grouting procedures.
Wc havescnl 3 wurer sample lo two different lahs, to expediLe the resulls, we should have Lhe rcSulL'i from
rJle facilities in two weeks for the standard reslS and four for the rad-chem results.
The geologic information we obtained is as lollow~:
": Drift Large glacial boulders 0-24'
Drift Sands &. Gravcls 24' -124'
Shakopee .Lime Stone 124'- 260'
Jurdan Sand Slone 2CiQ'.360'
St Lawrence Shale 360'-400'
Franconifl Sand Slone 400'.570'
Tronr.on/Gale~ville Sand Stone 570'- M5'
Eau Claire Shale 645'.650'
We did end lip drilling Lwu dillerenl wel1.s because lbe first one we slarted Jailed when the lools broke off
in, the well. we :mernpted to recover them but we were nor sllccessful, The second well was drilled and
~omple(ed with all rcsulls lwo weeks late.
1 have performed some calculalionli 10 determine irthe proposed new cily well, will yield the 500.liOO gpm
that. you desire, Using volumes of cylinders afthe 4" and 12" open hole pOliJons of wells, then assuming a
linear comparison llle 12" well should yield 1 0 timc.~ the specific capacity or our lest well. This is what we
are frriding from most FIG wells in the state. Although.. at rates over 350 ~prn from FlU wells has been
known to produce or pump sand, and addiLional development has been required to meet mosl engineers tlr
PUlTlp manufaclurers spccificalielns.
I am cnc!Clsin'g rc.~ult~ from the test pumping a~ well <IS a copy of the welling. ^ssoon as we obt.,in the
results,:fromthe gamma log and waler analysis I willlorwarc.J them ~o you.
If YULI have any addil'ional queslions, require olher information or would like f(,r me to sit down with the
City and you to .di~cuss the penllallem well, plec"lSc give us n call at (763) 479-3121. I do 'have some-idellS
that may offer the:: cil'Y Some blending waler from Lhis tesl well thaI may be desin:d.
S im:erely
BERC::Z, ERS, ~ASWF.LL lNe.
.. ~B-L---
Tim, Berquam '7 - , -
PrC! i eel' McUlager
5115 IndlUrrifJ.l &.Map1~ pltzin. ""Ii 55359 (763) 479.3121 FtlZ (763) 479.;118,i
MAR..,25-2la02 1121: 11 FROM:
763-479-2183
TO:612 56121 0333
P.12I03/lal121
WELL LOCATION M1NNESOTAPCPARTJ,tiNT OF HEALTH MINNESOTA UNIQUE WEll NO.
~my N.mo WEL.L AND BORING RECORD ( 672729 I
Sc..o\'l Mm-U1 SlaMH Chaprer 1031
T_srup Name IT~;~~. I~Nc' ~lOn NO, ~racuon WEU.. ceI"Tt! CCllIIlPleIelll .../ 0"0 WDf~ CcmpllllMl
~\oe. lA~ I ~l.,:~'" NvJ. Coso
l1ou.., ~_. Street NM>O. CIlv. IIlCl ZIP Cooe Df Well L.ocaIIDl'I or Fill:' NlftInQr ~U.I.ING METHCJIJ
Jlc3'-f , :r- ~ A" 1,." s.~. o C:aDIc T DOl o D""'ln o lNg
:J /lug.., )l)FlnI.,'Y D ,lI:lIeCI
:or- ._ IDeallDn DI _ ill SCl:Iion 9"" WlI/1 'X', ~B<<rl mllll 01 ...UlDClIuon, ::1 ,-, , - .. ..
11'l . S1_tr19 PllMlny lie......
~ --1 ~LLING FLUIO / Fe I WEU.. HYOROl'RACT\JRCD? CJ YES ~o
N 112.. Itfc.. )~""'" FROM _.. II, Ie>
, , , , ... ~
-,- -j- -r- ',. ~~ US!;: ::J DDAlWDUC :: ManllAnng :l _'''gICoDling
1 ...'X , , ~ ..n. ' 11 Ccmmunllr PWS 0 IncluSl'ylCunllllllrcial
.... ...- .'-
, , , I ~~ ;: :.J 1111II1"'" Ii NDna>mmunlty PWS I
w FT ~ :J t:nllllDn aD'" _ . - "',,,,"aoal ~,
I I , , C1 0-..."n9 ~~u-Jii:..
..... -.,- -T- -,.
, , , I < CASINC OtM:' SlIt~? ~""e~ :- No tolOI.E OIAM
l,:O..... K Slft'l
-l- -~- .l. -- ';:b~~ o.u"...\\(:,~\:1~~ -I Tlww:ACCG C' WItlClAC'l
I I I... . ... ;-, P'''''E 71 -
I .~~. ~
CASING OIAMETER WEIGIoIT
PROPERTY OWNER'S NAME -1!J In'D~ n 1)o...Jll. ~2.~", to u:J n.
C: 'fT'-1' rk p" ,e ~ ~"=- ... ~in.1D L~' ._.n 10UI. l- ., ~2On
p,~ t)IlIWIIff"O. ....ng Melr....... GIf....tn1c U., wd aoclllton AOCI,..,.lI\dICatec aDCnftl'. 'I .n 10 o1il,.,Q.... h - .... - InGJII ",.1O~
i10i 3 A bli.L",~,.JN "'So~fcSc., S. ,. ~efN I OPEN 1'I01.€ ,ILIO_.~SO I.
__e: _ __. "_ f/DIlI ~
P~c-c<.. ~q,. 1I.\,J .. '5'S'~ i~ Tw. - -. 0""" -.... .
J SlnIIGoOII7l: _ __.. I.tIlgm
Sotlllel_, , - ...- II onu... a ~ITT INGS _
STATIC WATEfI LeVEl Dlw"'_'1II3 3-20- co.
WEL.L OWNER'S NAME - :1$ .- II '<'_ C! .__~ I;lncl ",""co
c.,~ ~ Pl2. ,oa.... ~ PUMPING LEVEL (tn,."", laM ~un.~cel "0
Wall _" lIWlil"'llaCID,..." illlill<:lCnlll\:ln ,"",>Clty "..,.,'. .C1O.... ..sic:lll..U _. ---1il.3. IL 0111.' .;).~_ .. "'" pl,"","'!l.._ g,pm
WEU.. HEAD COMPLETION
L ""leSIo~' m.nll~C:lu...( -- MDdr:I .. _. _ _
w>i!lll "I01t:ClIOrl .. ..- :l<i2,'1fl abn....II'_
:- .0.1-9""'" (I:.....'on"''''''''III\I<:I/' """ Honn!)" ONI.'"
GROUTINC INFOFlt.lATlON
Well !)IDUlr:d7 ~Ye:; CNtt
GEOLOGICAl. MATEFtIAl..S COLOR HARDNESS OF FADM TO C,OIl' M_1iIo1 ~Ne.1 c....,..... r llcnlDn." = C<w>crel. :::: Hogn ~oIlCl6 ee,--..,
M~TER'Al ''''m_~_1O s..'i:aI:t- ' Xyd~ (;) llall"
, IIDn, 10__._ .. h Cl 1'<1'. c.; IleOIl
~d' G.~ f\l\, X ~ 0 l'Z.~ 'rom ID n " ("J ya:. 0 !)all'!
~~\\~W ,~' NEAFlEST ~N SOURCE OF' CONTAIo4I/tIATION ~N _lYPI
! UI'\o\C;. -', .r t2.i.f 7L:O --~ ....~ dircllon
Well dilsinl_.., _, comDi...iDn? ~y"" DND
"'.A t \ - , ""c.. &za...ytol. ~' _F_ PUMP
~I~II - ~k:l..
'2!(ND' ~11ICl 0... nalalleC "
~ ,_'>.Al rr.. B\v(~ \\~ ~O ~O Mi:II~~r':: name
, MDClel.....-. HP VDIIa
.tt:...- ~..l ~ I Co'1S -,.-
J! tSU>-I ~lc..~ ~O
, LeIlII1Il Dr arDp PIIl8 n. C.:apaClly Il.P.ln.
~\<i ~ fit..~'" ~d ~ (.,SO Type, 0 SuD",=ible o ~ S TutU... o ' FWcopIDClCng D~I n
ABANDONED weU,S
Does llf')perty nava arry nOlln ue. ancl not...ale<t well:)? o Yes ~
VARIANCE
W.. 1 IIllIlance grlnaetllrom UI.. t.tDH lor Ihio ....,111 i:I'I'., ~o TN'
" Will CONTRACTOA CERTIFICATION ;
U.. .. ..ClJtld -'-1. iI_" Thi: .....1 ""'~ dril.... under my SI/fIC_ ancl'" 1CCDId8nctl willi Minn....1a Rule. ChapIe, ~72!i,
REMARKS. eLCVATlO~ SOURCE X DATA. ere. , . ~\ Th. inlD,mabon_c in If... '.lIOrl i:l1Iue ID "'" llIl:I Dt lilY ~'-eCI118,
'VoI'E.. ttIltb ~ ~ ~ \oIA \ '0' ~ 1C:.. ~ "'tW.~ f)€2G(~<;o..\ C1.~<..\\ ~t. ~'O S 2'
~~~\6.NdrRf~~ ~~d,~ ~d. ~t> ~---~ ' l.I:.D/'~,ND,
~ ~OFof:, ~1iq)1..IP~tJt... ~\
~~ N~ c..w....(~ 1 <</ ,., ZAd..f,.,4
\4a~ ~ ' Au""""",, Flapre 8I11Ol1Ml Slgnal1Jf8 0_
-r= {)~-1~0S"~ ti..kl't. fl/\\)\V-te, h-~ Rc.~ '3- (9-0"2-
101:1_,,1 ~ ~..
MINN. DEFT. OF HEAl.. TH COPY 672729 tlE""'205-07 CAeIl. 2/H1
rc# 140-0020
PRIOR LAKE TEST WELL
~
125' :0Q?
rf3
cf
&
&
#
if
285'
:t
~
~
6-'
~
{f
~
v"r"
^-."
o
210' FIG
.1
p.
3'
S. END OF 8" CASING
J
1S'
TEND OF 4" CASING
S' BOTTOM
PROGRESSIVE
CONSULTING (7IJ)5Io-e133
ENGINEERS INC. fAX:(7IJ)eoO-O:W
6126 EARlL _ llIl. _[N'QUS, MN. M4J()
13:5'
295'
200' OPEN HOLE
. 4" NOMINAL
DESIGNED: LN
eo
LN
. 1/07/02
DIMENSIONS SHOWN
ARE APPROXIMATE
ESTIMATED CONSTRUCTION
PRIOR LAKE TEST WELL
FIGURE 2
PCCProgreSSiveconsultingEngi,neers hie.
6120 Earle Brown Drive, Suite 629,.Minneapolis, MN 55430-2581 (612)560-9133 FAX (612) 560-0333
March 26, 2002
Bud Osmundson
Director of PublicW orks
City of-Prior Lake
17073 Adelman St. SE
Prior Lake, M:N 55372-1714
RE: Design Services forMunicipal Well No.7
Prior Lake, M:N
Dear Mr. Osmundson:
,We are pleased to submitthis proposal for professional engineering design services for
the 500 gpm FranconialIrontonlGalesville Municipal Well No.7, pump, and connection
pIpmg.
Attached please find a work plan indicating the number of hours necessary to accomplish
this work. We propose to bill you at our usual hourly rates, for an amount not to exceed
$17, 700, including direct expenses.
Weare excited about the opportu~ity of working with you on this project. Please call me
should you have any questions.
Sincerely,
I/au-w. ce~
Naeem Qureshi, P .E.
NQ/ah
Accepted:
Date:
Civil · Structural · Water Supply . Municipal
w
~
<(
~
....
~
U)
w
Y.I
LI.I
U.
Q
Z
<(
U)
IX
:::)
o
%
z
o
U)
IX
w
a..
U2
w
U
....
>
0::
w
U2
~
wZ
::.:=....
<0
...10
0::....
0=
....Olllo..
0:: Z ,.....
D. < .
U.ZO
O~Z
>.......
t-U2uj
O~3:
",
"Cl ",
l. ClI
o l.J
~ E
Q..
-
l.J ~
,~ ~
o =
d:~
-
(J ~
ClI ~
'c;' =
d:~
r:n
...l
-<
E-
O
E-
.c
l.J
ClI
E-
00
:t: .5
o Q)
II)
~~
u _
S2 ~
.... '0'
u ...
aJ c..
,..., -
o .~
- .'::
C. =
o
o
'1""1
IIJ
aJ
Ii: 0
aJ
V)
~
IIJ
la
~
00
N~N
~
oo\coo~
M
NNNN
~ .[0
'iij ". ,Ill
aJ :> II)
Q'!:! = ~O
> 00.- =
~ 11)._ <I) 0
I;; ~ ~ II) .'::
.BeoO~
IIJII)-ec.=
-;; Q) ::::
~~~6:.8
o
o
N
IIJ
aJ NM~
'i:oooo
aJNNNN
V)
~
IIJ
la
~
~ ooV')\C
00 N-N
\C~~
~~\C~~
\0
\0
co
II)
...
-<
::::
o
"":: >.
CJ .-:::
~3U
= e.s
II) c.. ._
S "C ~
::l co <I)
IIJtJII)-
....o..c::=
cO-II)
aJ-Q)S
~ ~ ~ 13
1;;'::>.0
::::1="'0 vi
uo::::co_ "C
o U.- tJ - .-
Q'-oee~CQ...
- - 0
....::::~5.....e
~ .9 c.. U 2: II)
i.. = go ~ <: .!!l
.... a - II) t::
C c. II) ._ :I: II)
OIl)~~O.f;
uo:oc::~<:
o
o
M
IIJ
aJ NNM~
'i:ooooo
aJMMMMM
V)
~
IIJ
la
~
o
Q)
II)
tJ
=
co
Q.
II)
tJ
tJ
-<
"C
=
II)
e
e
o
tJ
II)
0:::
IIJ]
:E co
m~
~CQ
.S! ~
> .!:!
aJ >
o::~
o
o
lIl:t
IIJ
aJ
'i: 0
aJ~
V)
~
IIJ
la
~
vi
::::
o
.'::
III
II)
::l
o
...
II)
~
<I)
::::
-<
\0
~
"C
aJ
aJ
u
Ec
C.O]
o 0 ~
.... - 0
- ...
aJ tJ c..
U co
.- .:: .9
.... :::: II)
o 0 tJ
Z u.-
'-'0
"C 0 ;Z
c~;o
ns ~ a
IIJ u ~
....u-<
U.E,-
f! : 0
...."CII)
C .;; .!:
00'0
uo:z
o
o
II)
IIJ
aJ N
'i: 0 0
~VlV')
V)
~
IIJ
la
~
\0\0
~~
~ 00
N N
-
'ij
~
"'"
o
c
o
:p
u
::::I
i..
....
IIJ
C
o
U
i..
aJ
~ ]
ns <I) _
...."CtJ
CQ)-<
aJ>:.9
E = ~
aJ 11)._
c ~ ~
16:-0
aJ ~ c.
0:: U E
c <: ::l
tn~c..
._ Q.) OJ
IIJ.- ::::
aJ ~ ~
Qc::c::
o
o
\C)
IIJ
aJ N
Ii: 0 0
aJ\C\C
V)
~
IIJ
la
~
III
::::
:~
"C
=
o
U
Q)
~
'"
o
N
o
V') N
~V')O\D
.00 ..
1'--,...
&;;~E.<;'I""I
ill-
V') V')
r--~\C
E.<;C;
o
~~:;o
M E.<; _.
E.<;
o
ooR
M'" .
-~=
~
O~
00-0
N - ..
~M
~
g;3;;Qj'~aJ
l. .9 '0 == .- aJ
::l.......Si:Ll.
o >..!:J ....... ._
:C-::lV')o:"C
= 3 CI.l "'1 aJ
000....
"':r:: ~ ns
~ @) E
Q.. <I);;
"0 ~ IIJ
~ 's w
,5 g fa
- M....
", '-'!!!.
~ II) r-
oo
co
~
~
~
;!i
..,