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awooaq Aew as! uaq;o yo!gM `auoz eq; sswoe luawanow punw6 le!luaJall!p az!w!u!w ueo Ilii
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paMa!naJ aq pinoqs saJnlonJls lue4Jodw! nip Jo sad!d punoi6Japun 'luewaned 'spew `s6u!pI!nq
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yleauaq paleu6!sap JO uogeneoxe 6u!Jnp paJa;unooue suoglsueJ4 le!Jalew /Caicelo of JelnueJ6
JO suol;oas 6u!pei6 IIII 04 ;no se Lions sauoz uo!3!suBJ1 NOLLISNVal DNIaY D 11Id ()NV 1f10
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wow lig IeJnlonJls eq; to !anal apeJ6gns paleu6!sap ay; of dn II!hloeq IeJnloruls 41!M 4! aoeideJ
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SOOZ '91 &ienrgad 01- E0090 loaford Pa!IIV
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uoQeneoxe Molieys roj edois aeMol!e wnw!xen •uo!;eneoxa roj sprepuels VHSO
o; 6ulpr000e Hos O edict se kjlssep AIleJeue6 s6uuoq an u! paralunooua ljup pa!jllerls loe;uoo-ao!
ayt 'roloerluoo ayl to Alylq!suodsar ayl s! sadois &ierodwal jo aoueualu!ew u6!sap ayt -wnw!uw
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u! algels parap!suoo aq lou pinoys suogeneoxe pue slno leo!lran A1.2dVS NOIIVAVOX8 VHSO
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•parap!suoo aq ueo spoylaw Jaw ro sayollp a6eu!erp A;!neJO •suo!leneoxa uado u! 6u!puels
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(lane& pue puss) (lane& pue puss) (Asp ueei)
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900Z '91. AJenagad I-l £0090 Pafo.id Pa!IIV
suo!;epunoj pa;elos! •punoa6 6u!joddns 6u!/(laapun ay; o; paaaalsuea; aq !!!An suol;epunoj;o peol '
u6!sep ;au ayl •ap!nn ;aaJ 1,L o; dn suo!;epunol (padeys-aaenbs JO aeln6ue;oaa) pa;e'os! pue ap!nn
;aa; E o; dn suo';epunoj (padeys-du;s) snonu!;uoo o; papal!! s! einssaad anemone s!yl liodaa '
s!y; ;o uo!;oas mOddfS ONIOilne ay; u! s;uawaalnbeJ spew suo!;epuno; 6u!4Joddns punoi6
4! 'jsd) loo; aaenbs Jed spunod 000 o; dn s! aanssaad 6uueaq punoi6 algennolle ;au wnw!xew ayl
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(1,) auo jo aapao eq; uo aq Aew ;uawai as uogepuno; Ie;o; wnw!xew ley; sawnsse uol;enIena eq1
•e ini!e; buueaq o; ;oadsaa y;!nn uo!;enlene eq; u! pasn s! £ ;o Jo}oe; )(laps y •(podaa s!y;;o uo!;oas
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;o Jo!negaq ;uawa' as-peol pue amssaad 6uueaq punoa6 anemone ;au ay; paler-Ilene am
•sayouaa; pauap!nn u! swao} 6u!;ooj;o uo!;oru;suoo
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JO (paz!s ;snp o; you! sy;g/g) s6ulua9aos auo;saw!l pagsruo 's;oafoad ael!w!s q;!nn eoueuadxa .ano
uo pase8 "Jodaa s!y; ;o uo!;oes y{ {OMH11V3 ar iv NOLLVAVOX3 ay; u! suo!;epuawwooaa ;aaw
;snw II!ppeq lean;ona;S •apeJ6 wo};oq uol;eneoxe-aano ay; o; A:H I :Z ado's ;snw ;! pue `;uewened '
pue II!; lean;ona;s pa;eu6!sep `suo!;epuno; woi; paemino /C'leaa;el ;ea; 9 ;seal ;e 6u!pua;xe
li!ppeg lean;ona;s saalnbej punoa6 jos /Gan u! uoi;eneoxe-aano •apea6 wo;;oq uo!;eneoxa-aano
ay; o; (Aa/Cep) 1.:I, ao (/(puss) A:H v9.1, ado's ;snw II!ppeq IeJn;ona;S •;uawaned pue II!4 lean;ona;s
peleu6!sap `suo!;epunol woa; paemino AIleJelel ;aa; £ ;seal ;e pue;xa ;snw IIploeq lean;ona;S
•padols lou pue padda;s JO ;el; spew aq ;snw ;! pue 'podaa s!y;
;o uo!;oas 3414 j 9f1S 11Id ay; 04 6u!pa000e paaedaad aq ;snw wogoq uo!;eneoxe
-aano ay J. •(y;p!nn pue y;dap) uol;eneoxa-aano 40 az!s auiwaa;ap ;snw aaau!6ue 8141 •paainbaa '
aq Aew spoylew an!4oaaaoo punoa6 aay;O .114)13eq lean;ona;s (pm peoeldaa pue uo!;eneoxa-aano
Aq panowei aq ;snw ;! 'alge;lnsun s! punoa6 pasodxa jI •uo!swuedns 6uuaaui6ua aapun panna!neJ
pue pa;sa; 'panaasgo aq ;snw ;uawaned pue 114 lean;ona;s `sgeis aool; 'suo!;epuno; ;o sapea6
6uueaq buoie punoi6 pasodxa liodea s!y; ;o uo!;oas >110MH11V3 ONV NO±VAYOX3 eq4
u! paul;ap s! punoa6 alge;!nsun lean;ona;s pue sgeis aool; `suo!;epuno; ;o sepea6 6uueaq pue
`saan;oru;s aay;o `;uawaned `s6u!pl!nq y;eaua.q panowaa Ala;aidwoo aq ;snw punoi6 alge;!nsun
1-11d1OV81 Jl1Ol211S ONV NOI1YAVOX3-1:13AO
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uado lie o; a'geo!'dde s! .edgnS s!yl .(suol;eneox3) d ;JedgnS '9Z61 fed `2Id3 6Z VHSO
u! y1o;;as s;uawaa!nbaa wet Aidwoo ;snw ilaonn uoQBAeoxe Hy 'deep 4884 OZ uey; ssal suo!;eneoxe I
ao; spaepue;s uo!;oru;suoo yHSO o; 6u!pa000e s! uo!;eo!;!ssep anoge 8111 'i(idde Aew suo!;ou;saa
pue suo!s!naad .1814;o g6noy;le `(Ieopan :le;uozuoq) vs 1, ;o ado's aigennolle wnw!xew gl!nn O adcj
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900z '91. IGerugad E0090 pafwd Pa!I!V
•scull u!eap palempad of gels ayl puoAaq AlleJalel JaleM u!eap of Jaweq soden 944 gleauaq A foaJlp '
Tolyl sayou! g pues 6ululeJp-aaj1 ueelo 6upeld Jo; Ileo /(lleo!dA4 osie sapoo *gels 9q4 g6noiy1
Joden J91eM jo uoReJ6lw luanaJd of papas Alalaldwoo aq lsnw sweas 6ullaayS 'gels moil ayl
yleauaq A11owlp (No!y1 I!w g keel 1e 6ugaays aue4laJnAIod) iauweq Joden Ja1ei e ao1 neo AIieo!dAl
sapoo 6ulplln8 •podej s!ql 10 uogoes ONIdOOadi=181VM 944 U! pequosep s! aauaeq amislow
9111 'gels mmo1l eyl 4leauaq /Clloaalp (Joden JaleM pue JaleM) Jal.ueq a nls!ow a to uollellelsu! Molly '
*(pd) 4oul olgno Jed spunod 00610 sninpow
uolloe9J apeJ6gns a gum pau6lsap aq pinoys 1111 leinlon.ils uo papoddns sgels mold *podai ,
slyl 10 uolloas 8apmoans 11Id ivNnion81S 9114 U! sluewaJlnbeJ 6ullaew punoi6 aigeilaJ
uo papoddns aq lsnw 1111 leJnlonjlS l.odai slyl jo uogoas NJOMH1.2:1V3 aNy NOIIYAYOX8 941
u! sluawaJlnbaJ slaaw le4l Nom sayou! 8 . lseei le 1111 Ielnlonuls uo papoddns aq lsnw sgeis Goold.
•sgeis Jooil puna6 4leauaq 1991 E lseal le to yldap e of ( [ Hono ] Aelo JO [ HO ] Delo led ) punoi6
an!suedxa AileRualod lie anowej `podai s!yl 10 uoRoas laOddflS ONla1lfl8 9144 u! passnoslp sy
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le uollenaie Joo116ulpllnq lsaMoi eyl 6uloeid puewwooaJ aM `spJepuels uollonJlsuoo yHd uo pase8 111S3OV O8fS aOO1d ONfOaO
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•suoRepunol poddns of aigellaaun awooaq pue 'ue)te9M `uallos Aew puna6 '
pasodxe ayl `papinad lou Sae saanseaw 9nlluanaad pue anlloalad asayl 11 •suogeneoxa uado
ui 6ulpuels JO '6ugeinwnooe '6umaM `6uldwep wa1 JaleM luanaJd •suolleneoxa uado wa1 AeMe
paloaJlp aq lsnw 110-uru JaleM aoelJn9 •AIsnonulluoo tip Ida){ aq lsnw suolleneoxe uoRepunol
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puna6 pasodx3 .JaloeJeyo waojIun-uou aneq Aew puna6 apeJ6gns uollepunol 941 9J94M seam
u! luawaillas uogepunol lellueJa111p azlwlulw of pao.iolulaa-leak Apadad aq lsnw suollepunol
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of fuessaoau aq Aew uolloaJJoo Hos e '91gellaJun pe6pnf s! puna6 6u!poddns 9g1 •uollepuno19111
lJoddns )(pap lllM 1541 punoi6 to i(llllgsi eJ au!WJalep 6ullsal pue uollenJasgo •s9aepns puna6 '
asa4l ow! pue 6uole pawaoped aq lsnw 6ullsal d3a •uo!sln.iadns 6upeaul6ua g4IM Auedwoo
ano /q palsal pue pan.iesgo aq lsnw suogepunol poddns Agoa.np Il!M win seoelmns puna6 pasodx8
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1
SOOZ '91. tierugad £1 E0090 loafo.r
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*uo!;oa;ord uo!;e cued ;soak ion seoejns punoi6 y;eauaq pappagwa aq lsnw seinmadwal
6u!zaaal of paloafgns suo!lepunoj lie sapea6 6uuea8 SH1d3a 1N301a38W3 WfWINIW '
•pap!noad aq lsnw 6u!zaa.ilpe pue 6u!neaq isal lsule6e uo!loaload :(y) aloN
paa!nbaa uogoaload oN 2L ; 8b le!aalew /Ca�(ep
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ONIdOONdN31VM ay; u! suo!lepuewwooaa pue sldaouoo Me!naa `aaowaayland -sawn;ona;s
aaylo pue s6u!pi!nq woal AeMe Mann aa;eM a Jeyoslp yo!gM to y;oq `seu!i-u!eap aoepnsgns '
ow! .io sNoolq yselds oluo 64aeyos!p sinodsuMop pue su!eip lona of paloagp AIlueuewjed
aq lsnw llo-una aaleM food quaoaad 01, ;seal le saanlona;s Jey;o pue sbu!p!!nq to lee; 01. u!yl!M
seoelans punoa6 lle apea0 •sairnlonals aaylo pue s6u!pl!nq wal i(eMe go-una JeleM Lions lie pe.ga
'li!ploeq ow! go-uru as;eM aoelans to uo!;ea;!!lu! aziw!u!w o; (10) i!OS an!sayoo algeawaadwi to
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;snw !!!goeg leinlorws •laodaa sly; to uogoas ONIdOONd2:131VM et-11 u! pue anoge paquosep
s! uo!lellelsu! aaweq aanls!o!N •luawaoeld IIiI lemloruls of ;oadsw y;!M sgels yleauaq aaweq
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900Z '91. AGerugad t 6 E0090 Pa(oJd Pa!IIV
•uoge;ueweidw! aiojaq J99u!6ue leJn;oru;s e Aq panwdde pue pame!nai AllnlaJeo aq pinoys
poy;aw 6uuoyoue eta •legua;od 6u!neeq s;! pue H!ppoeq A;!I!q!ssaJdwoo az!w!u!w o; A;lsuep
Hos tip wnwlxew o; pa;oedwoo aq ;snw II!Ploeq uogepunod •auoz pa;ej;auad ;soij ay; u!
seoepns uogepunol 6uole u!eJ;s Jeays 6u!zaaijpe Aq pasneo ;uawanow uogepunoj pJenndn Aue
s;oeia;unoo ezuoj pJennunnop s!yl •do; 6u!;oo; ay; uo aoaoj pJennunnop e spaxe ilos passaJdwoo
eq.'. •i!os pa}eileued ;soaj }o uo!suedxa paennunnop ay; Aq ssaJdwoo o; pannolle
aq ;snw auoz Hos uazoijun s!yl •6ugoo; Jo do; anoge pue Hos pa;ea;quad ;saj y;eauaq ,
punw6 uazojun auoz e ap!noad •aneay ;s!saJ o; s6ugooj peaxds o} siienn uogepuno;Joyouy •
•seoepns uogepuno;,uo 6u!zaailpe
Hos ;uanaad o; paiap!suoo aq ueo JaNeaiq puoq y •podai s!y; uo!pas ONIdOOld?121vM
suogepuewwooai ;aaw ;snw sau!i uleja •suogepuno; 6u!neaq ;so.ij pue 6u!zeaijpe
esneo ueo II!pioeq uazo4 pa;ean;es-Je4eM •II!ppeq ay; w azaail pue Ja;enn a;elnwnooe
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APPENDIX C
FOUNDATION WALL BACKFILL AND DRAINAGE
i
I
Y _
I
: f FOUNDATION WALL BACKFILL & DRAINAGE j
i
I - I
COMPACTED COHESIVE BACKFILL
Vol ' f
"s • 7pq
1
ACKFU
• (see rt ort for regwrsmehts �.. .
IN
.. I10 . . i
FOUNDATION W UL � ' : ,
° .
° IN o
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jIN it
4 IN
00
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Z : l (vertical to horizontal) Reference I ° ' ° f
j Line For Lateral Earth Pressure Design i > NATIVESOIL j
a . .
FLOgR°SLAB
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° F06TI NG
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0 0 ,
j
PERL ETER DRAIlVI.LNE +
ALLIED TEST DRILLING COMPANY
ICITYIS
copy
E0FFR06
Deport of Geotechnical Investigation
Building B - Courtwood Village Condominiums
Lot 1 , Block 1 Courtwood Village
Pr ± or Lake , Minnesota
February 16 , 2006
Allied Project 06003
Allied Test Drilling Company
7125 West 126th Street , Suite 500
Savage , Minnesota 55378
Ph : 952 - 890 - 5909
Fax : 952 - 890 � 5883
INSTANT TESTING COMPANY
EMENIN
7125 West 126"' Street Suite 500 Savage , MN 55378 • (952) 890J366• Fax: (952 ) 89M883
co
DENSITY TEST REPORT
MAY 2 2005
EAGLE CREEK
7765 175TH STREET
PRIOR LAKE MN 55372
Protect: Deerfield Industrial Park , Prior Lake
Date Tested: April 13, 2005 @ 10:00 am Reported : April 15 , 2005
Ordered By: Customer Field Technician : Tom Warner, ITCO
Inplace Density Results
Test Number. 1 2 3
Location: Unit B west end Unit B east end Unit A center
Depth Below Original Ground: 2'
Visual Soil Class: Sand & gravel Clay
Proctor Curare Number. 05-01 05-02
Percent Moisture: 10.5 8.5 19. 7
onin
Optimum Moisture: 13.7 13.7 17. 2
Relative Moisture, Percent: 77 62 115
Field Density, PCF: 102 .8 103.5 99. 1
Standard Maximum Dry Density, PCF: 111 .2 111 .2 108 .7
Relative Density, Percent: 93 1 93 91
Required Minimum :
Remarks: Pads constructed of engineered fill could be subject to a loss of consolidation if left unbuilt upon over a
single winter. Penetrating frost combined with a season of freeze-thaw cycles might loosen soils to the
depth of the frost. This applies to fill composed of either granular or fine-grained cohesive material . All
pads left exposed for one winter should be inspected by a geotechnical engineer or technician.
Copies To :
Charge Codes : Density Tests 1 -3 #601 1 .5
Charge Per Test #306 3
Mileage #612 14
Signed
Gordon J . Kopacek, Professional Enoineer - RPniRtratinn Nn 7 ? F; a
COMPANYINSTANT TESTING I T
7125 West 126th Street Suite 5009 Savage, MN 55378 • (952) 890J366• Fax: (952) 890-5883
co
Proctor Test Report MAY 2 2005
EAGLE CREEK
7765 176"' STREET
PRIOR LAKE MN 55372
Prolect: Deerfield Industrial Park Prior Lake
Date Sampled: April 13, 2005 Reported: April 15, 2005
Submitted By: Tom Warner, ITCO Performed By: Tom Warner, ITCO
Standard Moisture0ensityTest
Curve Number: 2005-01
Visual Soil Class: Sand & gravel
Standard Ma)amum D Dens' , 111 .2
Optimum Moisture: 13.7
Representative Of: Densftv test 1
Remarks:
Copies To :
Charge Codes: Standard Proctor#303 1
Sample Prep #302 1
a
Signed
I T
7125 West 126th Street Suite 500• Savage, MN 55378 • (952) 890.7366• Fax: (952) 890-5883
CU
Proctor Test Report MAY 2 20
EAGLE CREEK
7765 175 " STREET
PRIOR LAKE MN 55372
Protect: Deerfield industrlal Park Prior Lake
Date Sampled : April 13, 2005 Reported: April 15, 2005
Submitted By: Tom Warner, ITCO Performed By: Tom Warner, ITCO
Standard MolsturelDensituTest
Curve Number: 2005-01
Visual Soil Class: Sand & ravel
Standard Ma)dmum D Density, 111 .2
O timum Moisture: 1347
R resentative of Dens test 1
Remarks :
Copies To :
Charge Codes: Standard Proctor#303 1
Sample Prep #302 1
Signed
r
TESTING
INSTANT
I T 7125 West 126th Street Suite 500• Savage, MN 55378 • (952) 890;P7366•-Fax:-(- 52) 890-5883
CU
Proctor 'Test Report MAY 2 2005
EAGLE CREEK
7765179H STREET
PRIOR LAKE MN 55372
Project: Deerfield Industrial Park, Prior Lake
Date Sampled: April 13, 2005 Reported : April 159 2005
Submitted By: Tom Warner, lTCO - — - — PerFormeddBy: Tom Wame�,�TO�
Standard MoisturelDe Test
Curve Number. 2005-02
Visual Soil Class: Clay loam
Standard Maximum D Densi : 1081
O bmum Moisture: MORONS 17.2
Representative OF. Densibf test 3
Remarks,
Copies To:
Charge Codes: Standard Proctor#303 1
Sample Prep #302 1
Signed
Gordon J. Kopacek, Professional Engineer - Reoistration Nn _ 7754
INSTANT TESTING COMPANY
I T
7125 West 126th Street Suite 500® Savage, MN 55378 • (952) 890-73669 Fax. (952) 8W5883
CU
Proctor Test Report MAY 2 2005
EAGLE CREEK
7765175T" STREET
PRIOR LAKE MN 55372
Proiect: Deerfield Industrial Park, Prior Lake
Date Sampled: April 13, 2005 Reported: April 159 2005
Submitted By: Tom Warner, ITCO - - - PP6rmed-By: Tdin Wamer,ITCO-
Standard Moisture/Densi Test
Cure Number: 200"2
Visual Soil Class: Clay loam
Standard Maximum D De 106.7
O 'mum Moisture: 17.2
Representative M. Den si test 3
f.
Remarks:
Copies To:
Charge Codes: Standard Proctor#303 1
Sample Prep #302 1
Signed
Gordon J. Kopacek, Professional Ennineer - Reoistration Nn _ 7954
INSTANT TESTING COMPANY
I T 7125 West 126t' Street Suite 500 Savage , Minnesota 55378
OTelephone: 952-890-7366 Fax: 952 890-5883
INSPECTION REPORT
APRIL 14, 2006
ATTN : DAVID BERNSTON
BEAR CONSTRUCTION COMPANY PHONE 715-294-2450
1070 RIVER ROAD
DRESSER WISCONSIN 54009
RE : COUR.TWOOD VILLAGE CONDOMINIUMS
BUILDING B
AS PER YOUR REQUEST, I MADE A VISUAL INSPECTION OF THE SITE AT 11 * 00 A.M.
ON APRIL 11 , 2006 DENNIS ODENS , P .E. OF ALLIED TEST DRILLING COMPANY,
PERRY PAUL, AND THE DOZER OPERATOR WERE PRESENT AT THE VIEWING.
THE CONTRACTOR HAD EXCAVATED THE SOUTH FOOTING LINE AND THE
SOUTHERLY PART OF THE FLOOR TO ABOUT 2 FEET BELOW THE FLOOR. THE
EXPOSED SOIL WAS FINE TO MEDIUM GRAINED SAND WITH SOME GRAVEL ON
THE EASTERLY PORTION AND HEAVY CLAY AT THE WEST. ,
MADE SEVERAL BORINGS AND PROBES WITH AN 14 /2 INCH DIAMETER HAND
AUGER. THE SOIL WAS VERY FIRM NEAR THE CENTER OF THE SITE. IT WAS
DECIDED THAT 2 FEET OF EXCAVATION WAS ADEQUATE IN THIS AREA,
DUE TO THE LOW N VALUES AT THE EAST END OF TILE BUILDING AREA, THE
PLANNED 3- 1 /2 FEET OF EXCAVATION IS REQUIRED.
DUE TO THE HEAVY CLAYS WHICH ARE POSSIBLY EXPANSIVE, THE PLANNED 34 /2
FEET OF EXCAVATION IS REQUIRED ON THE WEST END OF THE PAD WHERE THE
CLAY SOILS ARE INPLACE.
INSPECTED BY GORDON J. KOPACEK, P.E. AND DENNIS ODENS, P.E.
CHARGE CODE : 2 HRS # 611 , 14 MI # 612
nOEM 7125 West 126th Street • Suite 500 ® Savage, MN 55378
0 PHONE: 952- 890-7366 ® FAX: 952-890-5883 OANNIVERS!ARYII T EON= INSTANT TESTING COMPANY
co
all wmmw�m
2003
May 1 , 2006
Bear Construction Company
1070 River Road
Dresser , Wisconsin 54009
RE : Courtwood Village Condos
16000 Adelmann -_
Prior Lake , Scott County , Minnesota
As requested , site visits were conducted on April 21 and 24 , 2006
to evaluate / test soils and inspect footing forms and reinforcement
for a multi - unit residential building under construction . Supporting
documentation for the project includes a geotechnical report # 06003
prepared by Allied Test Drilling Company and a construction plan
dated September 29 , 2005 per RHA Architect ' s Inc .
4 / 21 / 06 ( 8 : 24 A . M . ) :
At the time of the inspection , excavations for 19 interior column
pads , parallel to the south and west footing lines , and a elevator
pad within the northwest section of the building had been completed .
Soils at the base of the excavations consisted of a silty clay within
the west / southwest and a transistion to granular soils in the east .
Although soils were generally below optimum , a increase in moisture
was observed within the cohesive soils in the northwest . The last
pad excavation on the west line indicated saturated surface soils and
standing water .
To assess soil strength , a 5 / 8 inch diameter smooth probe was used to
penetrate the soils at random within all the excavations . With full
body weight applied , the probes indicated penetration averaging 6 to
8 inches , consistent with soils of acceptable consolidation .
To assess the relative loadbearing capacity of the subgrade soils ,
dynamic cone penetrometer tests were conducted at random within the
pad excavations . The dynamic cone penetrometer ( DCP ) , uses a eight
kilogram ( 17 . 6 pound ) hammer to drive a 20 millimeter diameter
conical point into the soil , with the penetration recorded in
millimeters per blow . From the DCP readings , a per blow , penetration
average was recorded and a N - value derived . This N - value , is an
empirical relationship we have established to equate the dynamic cone
data to the more familiar blows per foot ( BPF ) standard penetration
soil boring test . The referenced tests indicate that the subgrade
soils exceed what we would consider minimum soil bearing
requirements .
Test # 1 - Pad ( South Line SW Corner )
DCP Depth Per Blow Avg . / N - Value Estimated Load
459 MM ( 14 . 7 " ) 19 . 9 MM / N - 17 Exceeds 4000 PSF
Test # 2 - Pad ( West Line NW Corner )
DCP Depth Per Blow Avg . / N - Value Estimated Load
525 MM ( 17 . 7 " ) 18 . 4 MM / N - 19 Exceeds 4000 PSF
Test # 3 - Pad ( South Line , 4th From SW Corner )
DCP Depth Per Blow Avg . / N - Value Estimated Load
459 MM ( 15 . 1 ) 18 . 6 MM / N - 19 Exceeds 4000 PSF
Test # 4 - Pad ( South Line SE Corner )
DCP Depth Per Blow Avg . / N - Value Estimated Load
549 MM ( 18 . 7 ) 20 . 7 MM / N - 16 Exceeds 4000 PSF
4 / 24 / / 06 ( 3 : 20 P . M . ) :
Observations were made on soils within the excavations for perimeter
footings and column pads not previously inspected on 4 / 21 / 06 . All
excavations indicated soils of acceptable strength , with the
exception of a stoop at the east footing line within the north
section of the building . Probe penetration indicated a lower
strength surface zone , with acceptable recovery to higher strength
soils at depth .
Footings were formed to 36 " x 12 " W / ( 3 ) - # 5 rods , and column pads to
plan schedule " A " , at 8 ' x 8 ' x 18 " with a single mat of # 6 rods at
10 " on center . The 20 " x 12 " Step - outs or stoops were reinforced
integral with the perimeter strip footings with 3 - # 5 rods . It is
recommended that an additional rod be placed within the previously
referenced stoop at the east footing line where lower strength soils
were noted .
All completed reinforcement was of proper quantity , diameter , with
full corner wraps and wire ties where required . Rod splices at a 38
bar diameters were not in compliance in isolated sections , as were
rods , of improper spacing . Plastic chairs used to elevate
reinforcement rods to the required 3 " minimum coverage will require
adjustment prior to the pour . The aforementioned deficiencies were
communicated to the contractor for correction .
Our inspections indicated , that with the completed corrections , the
aforementioned work , was satisfactory and appropriate for the
application and in compliance with the project plans or accepted
engineering standards .
Sincerely ,
Instant st ng Company
Ga y nd ' h
' o Engineering nspector
CC : City of Prio Lake Building Inspections
# 701 - 1 / # 605 - 2 3 / 4 / # 306 ( 4 ) DCP / # 612 - 28
BEARCSTI . DOC
INSTANT TESTING COMPANY
IT 7125 West 1261' Street Suite 500 Savage , Minnesota 55378
COTelephone : 952-890-7366 Fax: 952 89M883
INSPECTION REPORT
APRIL 14, 2006
ATTN: DAVID BERNSTON
BEAR CONSTRUCTION COMPANY PHONE 715-294-2450
1070 RIVER ROAD
DRESSER WISCONSIN 54009
RE : COURTWOOD VILLAGE CONDOMINIUMS
BUILDING B
AS PER YOUR REQUEST, I MADE A VISUAL INSPECTION OF THE SITE AT 11 :00 A.M.
ON APRIL 11 , 2006 DENNIS OEENS , P .E. OF ALLIED TEST DRILLING COMPANY,
PERRY PAUL, AND THE DOZER OPERATOR WERE PRESENT AT THE VIEWING.
THE CONTRACTOR HAD EXCAVATED THE SOUTH FOOTING LINE AND THE
SOUTHERLY PART OF THE FLOOR TO ABOUT 2 FEET BELOW THE FLOOR. THE
EXPOSED SOIL WAS FINE TO MEDIUM GRAINED SAND WITH SOME GRAVEL ON
THE EASTERLY PORTION AND HEAVY CLAY AT THE WEST. .
MADE SEVERAL BORINGS AND PROBES WITH AN 14 /2 INCH DIAMETER HAND
AUGER. THE SOIL WAS VERY FIRM NEAR THE CENTER OF THE SITE. IT WAS
DECIDED THAT 2 FEET OF EXCAVATION WAS ADEQUATE IN THIS AREA.
DUE TO THE LOW N VALUES AT THE EAST END OF THE BUILDING AREA, •THE
PLANNED 34 /2 FEET OF EXCAVATION IS REQUIRED.
DUE TO THE HEAVY CLAYS WHICH ARE POSSIBLY EXPANSIVE, THE PLANNED 34 /2
FEET OF EXCAVATION IS REQUIRED ON THE WEST END OF THE PAD WHERE THE
CLAY SOILS ARE INPLACE.
INSPECTED BY GORDON J. KOPACEK, P .E. AND DENNIS ODENS, P .E .
CHARGE CODE: 2 HRS # 611 , 15 MI # 612
JJPl-05-2006 10019 CITY OF PRIOR LAKE 9524474245 P . 01 % 03
INSTANT TESTING COMPANY
I T �- ?35th
7125 West 126th Street - Suite 500 o Sava?c , MN 55376
co
PHONE: 952 . 890-7366 - FAX : 952490-5883 ANNIVERSARY
2003
June 1 , 2006
Bear Construction Company
1070 River Road
Dresser , Wisconsin 54009
RE : Courtwood Village Condo's
16000 Adelmann Street Southeast
Prior Lake , Scott County , Minnesota
As requested , site visits were conducted on May 23 & 31 , 2006 to
observe and report on foundation wall construction and footing
soil corrections for a multi - unit residential structure under
construction . Project plans available for review at the site were
prepared by Malin Concrete Products Company dated May 16 , 2006 %
5 / 23 / 06 ( 1 : 21 P . M . )
Observations were made during corefill , and bond beam placement
at the 15th coarse within the south and west foundation walls . Cores
Were properly filled with placement of 52 " # 5 vertical rods providing
a 36 " vertical overlap . Bond beam reinforcement included 2 - # 5 rods
With acceptable splices of 36 bar diameters or greater . Test
cylinders were cast on the corefill and bond beam grout , with break
results to be reported under separate cover .
5 / 31 / 06 ( 12 : 48 P . M . ) _
Viewed recommended corrections per report dated May 310 2006 prepared
by James Wieczorek of Instant Testing Company . Soft saturated soils
the length of the east footing line had been removed , a filter fabric
installed , and a 1 1 / 2 " minus crushed limestone backfi. 11 placed to
within 3 to 4 feet of proposed footing elevation . The fill was
placed in shallow lifts and bucket tamped with the backhoe . To assess
the consolidation of the placed material , a 5 / 8 " diameter smooth
probe was used to penetrate the fill at random . The probes , indicated
penetration consistent with an acceptable level of compaction .
To assess the relative loadbearing capacity of the fill zone ,
a dynamic cone penetrometer test was conducted within the north
section of the footing line . The dynamic cone penetrometer ( DCP ) ,
uses a eight kilogram ( 17 . 6 pound ) hammer to drive a 20 millimeter
diameter conical point into the soil , with the penetration recorded
in millimeters per blow . From the DCP readings , a per blow ,
penetration average was recorded and a N - value derived . This N -
value , is an empirical relationship we have established to equate the
dynamic cone data to the more familiar blows per foot ( BPF ) standard
penetration soil boring test .
ebb = 60 s0 s ❑ unF
JUW05-2006 10 * 19 CITY OF PRIOR LAKE 9524474245 P402/03
Dynamic Cone Penetrometer Test
DCP Depth Per Blow Avg , / N - Value Estimated Load
535 MM ( 21 * 1 23 , 6 MM / N - 12 4000 PSF
Our inspections indicated , that with the aforementioned work , was
satisfactory and appropriate for the application and in compliance
with the project plans or accepted engineering standards .
Sincerely ,
In Ling company
i
ary S n sh Dennis Odens , P . E .
yen Inspector
CC : City of Prio Lake Building Inspections
# 701 - 0 / # 605 - 2 / # 612 - 28 3vCa / (,1� Gj��
BEARCST3 . DOC
- . �j eb ,a : Rn 9n 4n unC
Report of Geotechnical Investigation
Building B - Courtwood Village Condominiums
Lot 1 , Block 1 Courtwood Village
Prior Lake , Minnesota
February 16 , 2006
Allied Project 06003
Prepared For
Mr . David Berntson
Bear Construction Company
1070 River Road
Dresser , Wisconsin 54009
ph 715 - 294 - 2450 fax 715J55 - 3323 cell 612 - 669 - 3970
1 hereby certify that this engineering document was prepared be me or
under my direct supervision . I am a duly licensed Professional Engineer
under the laws of the State of Minnesota .
z / 4 D �
a es Michael Bridell , P . E . Djdte
'Minnesota Registration No , 23266
My license renewal date is June 30 , 2006