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2003-06-01 Progress Report
~t5:~ '~~~;''~0t1~1 10: '_~I ~i'3; _'a5~! h~1:~TT gl_~Li~i_1-: ~_ ~P~~: F~~:;E ~l5 ~VI~E C4NSULTAtUTS, lNC. ~ntechnicai Materials Ehvironmerttel Chicago. IL (708) 430-071 GME Job No. ~~ ~ ~f '-~r{iFZneepolis, MN ;'731 859-'1859 re~zrnational Falfs, MN :~`,.'f B) 283-2958 ~uiuCh. MN f~3S"8) 722-4323 Crosby, NltJ (218) 546-637.1 Janesville. WI (608) 752-eQ5O Menomonie. WI (~ 15l 235-8saa DAILY Fii:t.D REE~ORT ,.luC blame ~''~ 1fc'F' P~%7Zr EZ ~/~ (rOCaCiOr1 /YL ~~I ~! ~/~C ~ /'.'- ~~. :~ TO . •.' ~ ~ TINtE: L~SS .. A~~PM/DP.TE: l ~ / f ~ /O :~. - ~ ~ WEATHER: ~' C.. (,).C.t .~.~ J 3 .~ a f_, ... iy: ~~ocation of Work: (~ G ~ G ~ ~ ~~'.r¢ .~ ~ 'C?•,l L C G'fl' R FG T7Q/;!' ~ . `t Ercavacicn. Base Soil:. • 6 ~U'will S' ! Z- f y .~ .S/'Q't~ L~ `l C ~~ ~ ~ `~/ .r "'}, t~ 1 5`T- . `~'lype.vf F'~I (pnsiu Imported (j ~~7J-iv!v •~ / G• ~`'~ • G ~ ~ }~ W S;,r,~,~ (~ • :Y'. ~'~ Elevation of Base Saa: ~' C~ ~ s' ~ ~• TG' /~f . "" .Z / G• '.... ~ ~ . . a;: ~izvatiot~ a1 FN Placement; . ~7/ U ~ti G~" ~ L ~ G Z`` (~ • `/~ ~~ ~ . . ~. F_nished Elevation: ~• ~`,?~• (f ~ 1 '' ~' _ ~C~S ~~•DG S7'-'t~~s G:,r~•~~4PS ~~i~~~, ~`~ f UU ~~-f1ti'S 'S1° • . ~:" •-: ~ ~ ~~ u s ~ ~ r3s.~-~~~~ ~ • ~ ~c-Q.~~ r~ ~.U ~Q ri~a-~-t • s o i ~ s ~~ sF o ~•~. oit/ y~ ,S'~ l~.• 7-FS7'. ~Su~?-S- 7`zY.F ~~'~~S-~ . Sa~c.,s •-~ Div = 4 ~ ~a x ~.r,..• ~ Q(1 D ~ f~,5" ~ ~'~r~-~ ~e t Nc Ph'F S~ : ~ ~'F p~ c ~~ v ~~ ~ - ~ -.~•wLr`~ o ~ ,Z`.~c f~o~'T`z~D f L c ~d~R ~ ~ f~~.~o~~r''-dR ~'~sZ`. ~~~. Y4 I . Cwi6 ~~ ~ r (~ SO• ~ fig.: 7S. • ~ . a.: ~v v ~ lr =S . T-~~G o7L` V . O ti'' 1S'i /GC .^ ) tj ~' Follow-up Report Required? ~1f6S ,O~ N0 ~ ~•:F~ _ ~Z ~ ~l / ' ~ ~ ~ E. SIGNEDr~ ~ -UAT -%'t,~t ~~'PEans end Specifications: By: • ~ . •~ Date ~ • Diet, You Observe Anything •Unexp~cted? ~ ~ 1 Z ,..,. ~~)'6'~h ~ l J D •~ iii/~):'_t-~~~,1 j~~; 24 a9'3'~5~ t•~hTT B1J~Li ~'K t •~R;':~~ ~~ Pt;cE 4~h GME G01VS~1LTANTS, 1NC. Geotechnical • MAtenials • Environmencai 14000 21st Avenue No.~ '~~: Minneapolis, MN 55447 (763J 559-1859: Fex (763) 559-0720 CME PROJECT NO. ld~s ~' STATIC. CONE PENETROMETER REPE:-•RT ~,-. PROJECT AND LOCATION ~ 1'~'~ . Iy0 ~`~!~' f~~ 6P1~(a ~% ;! ~L ~[~~~ ~ U! L L fi <.~ :•ARCNITECT OR ENGINEER `'~~ ; CONTRACTOR/hr4 Tt` (j ~i L C c~ G (r C ~~ ~` felt' ~~ ~''' fN . - .: ?-`:.!?ESIGN-SOIL BEARING PRESSURE ': psf. REQUIRED PE :CENT COMPACT~ON~_____ F.:.GENERAL AREA TESTED ~ SLAB. ( J FOOTINGS [ 1 UTILITY '~ %:ENCHES ( ) PARKING LbT j f .~$~OG P~4 t7 • !` - FIt=Lp TEST DATA REPCI~RT s`` ~~ ~. ~~~ oAre T~sT ~~ TEST i.ocarloro soli o~scR~noN t~l~c~>"» . RfA;:1iNG ~EavaTE FOR DE5tGN - RE~lAF3iCS r' ~• • i /Z - t o•~..L~rYG, . ~ ~~,vA~/ cG,gcl a -6': ~~ 'Z . . 1~ ~`o . ... 1$ .7 6-~ .~ .~~~ s ~r o ~s ~ ~~,1 ;. ~"'~~ C[~NSULTAIVTS, INC. ~aCachnical Materiels Environmental f;~neapolis, MN Crosby, MN ~ Chicago. IL "~?~:} 559-1859 (2161 Sao-6~i71 (7G6) 4341p71 ;~.t3rnacianal Farrs, MN Janswille, W! `:(`C3] ''93-2958 (soa( ~s~3-eoso i}tyC}-i, fy1N MPnvmonie. WI ?~~R} 722-A323 (7T51 235-BPaa DAILY FIELD REPORT • Gr~}E Job No. 1 Q / :S•Ll- Job fVamsl~'t ~/r~~•~ F'~T~t-t3 L'l''c, LOCaCtOfl~~Ly ~~ ~ ~~ ~ ;1'~ ,. ;~ .. 'CiME: 1 ~ ~ ~ ,S AM. Mi~~ATE: ~~ / t•~ / O • VJEATHER: ~ ~'~: ~~ f~ ~' ~ ~ -:. .. iw+~~ ~r mow. ~~ ~oCation of .Work: ~ l~ ~ 6' f~j. f -~ ~' '~j ~l L C y ~`'i'~ ~ ~• 7" 10 mot! . ' c~ccavation Base Sod: ~ ~ l3 t,~~l/`.• S /'G r'~ S~ ~ 0 Y C ~ /~ '?r' ~'-'--t' t S- ~ •. - . ~'ype.Of Fib [~n6it8 portr_d} ~ . ~{ d l,•~l/~ ~ ' G /~- `~ ~ Y S t' 2•.~ T 'w .~~'<'r ~ . ~- }'-. `~ ~ ~Te+re*.ion • of Base Soil: " L~, ; 5~ . 75' C~ ..,, .3 ;irie~at(art of Fib FNacemen~ r >,_ _ . ~. ~i~ished EievaCian: - CC ~`~' f s F loci G ' • ~'~ /~' D ~ d ~.,:~.., ~_. - a b's~"R ~ ~ D ~ Scc,:g' vg. r ~t n its ~'' o I7-o,~c g a ! c s =~-i ~t S c a a'~ ~`! ~'~• N 'x ~•Z`L~ ~SZ'•S` T-h` ~" /3~ t5 u~ ~ofl ~ ~ ~ ~ u Pia ~7- • :.-.. ~-• ,S'vc~ P S'7~` ~ r?~ R fiu'I~ ~ ~ - ~2~ ~- d l L c o ~•~c [~,g, c 2~ !o-y j`C~S Z` S t ..-t/~i ~~OG P•~ D ~ ~ L ~ --` it%o J4~Sc.c4T'S ~-~ ~13~- •p~7`G~RMt~FD yam?' ~ti° l'(~0~1`0~ , _ : ~'o. •I" i~f~L7 E?cG~-y~TD fe 7`f( ,.~-7' 1~' 12 o Z ~~~ 3 a ~ ~ s.~~a ~t ~ o Z`- _~ _ ..~. ~ u~rr.b• ~• .s .,~~•~ ~-J~`l~~ ~~ © rt~~ 7-~ Zc~c~r~.G ~ iPoz ~•-~ ;•~l`~'4~'k-5 a ~ - ~`a.lL =~~oli~p ~3'~ {~Z°'.KOycrq '?~Jroti'E ~o~ l'~l~T~r~ ;,_ _ • ~ ~ i.,f - . .. " - ,c~a •~_•' -~S'atc cow ~~-~o~i . ~ .5'G .. - t ~~. ~ 1'~'S7` .S 3 • E'rittow-up Report .Required? ~ YE8•. ^ .• NO ^ Ptsn~ and:Specifications: By:. ~ 1! ;~ • 51GNE ..~ ATt=: r~'/ ` / ~~ . ~ Date° D'ed You ~Obsecve Anything Unexpected?: . r~~rr;rT EULLOc~K r ~• ~F~~_ F;GE ~_~- F~S;'_~:~i'='~~FJ~t 1~~:2~t ~'3?_'a5a P~IATT E~.~LOr;K ~' RAC PAGE r ~;:, .~"_` G1VtE Gt,1NSU1:7~1t11TS, IIVC. .. .. ~~`- Geotechnicel Materials. • Enviranmerital r~-, 14000.21 st Avenue No. ~~_`'' _ Minneapolis, MN 55447 ~ ' (763) 559-1859 ' Faz [763) 559-07c0 GME PROJECT NO. 1 OtS•~ '•~ STAT(C CONE PENETROMETER REP(;~~iT ~ ~ •. r.`.~`PROJECT AND LOCATION /`~Ift'~ PoTI'~R .~P~ZpP~"~1-lzcS ,•~=LIS'~^R~UtL~~C` -';;`' ARCHITECT OR•ENGINEER~ ' ,.~.. ~:,:~ .: ,...,•.•CONTRACTOR ~r,~ -¢ j-~- pLC•LL p~~ ~'• G~u~'~`~-~`l •c~w _: 1;•DESIGN SOIL BEARING•PRESSURE psf. REQUIRED Pi:f~CENT COMPA~TIpN , ~,,., . . ~s.:f.,ENERAL AREA TESTED ~} SLAB ( ] FOOTINGS [ I UTILITY l'I~t1Jt,,HES •( 1~ PARKtNG.LOT ( ~ ~~~t' -~,ifS~ S'o!~-. ~F1E1.D ••TEST DATA REPC~~RT~ - ;'~- ._ ~ _ • ~;;: ,~... ay.;r :r '~: ~;~;' ~'- '• -r•.•. :.t;. i 4::~_ ~~~< ~i. 4 l.. , >~ •(. . i- . . .TEST NViN13ER DATE ' PEST ~ ~V ~ ~ ~• ' . TEST t'DCATION ~ ~ SOiI DESCRIgT10N t'ENEI"f~C~METER • t~EA`JiNG : • ADtQiJATE l=QR DESIGN REMARKS . • • ~'Rati'Y F.IL~~• . ~. : . 1 ~,. . J • ( ~ s, _ ~ ~ ~, it s D„~, '- •. . • - •~ ' • r - • •• • ~ , ; i " ' i ~j ' EIS: ?~~i^_704 1~~: ^a a~a,;y5,~ ~~ ~. J V v . • • ~ • . o W ~ '~' t-- 4 _2 ~ C7 ~. .~~ "~ .. O -' w a O felt ~ ~ 0 ~ Q W ~"' W V . d ~ }- ~ W Z O a Q ~ m ~ r ~•~~ ° m 'C ~ n ~:~~,o !•.q~m~. ~~.~ `~ ~ .N 11] (rJ ~•~ ~ ~ W ,: ~ O ~ :: ~ ! . f1~~ ~, ' • !f ,~ t I "ti • ('fi / • l _~ '1 • Q ~ • ~ "~ '~ • •a 1 •~ W ~ ~ • t•-1::TT EULLOCK ~ Rai: P:;GE 0~a ,J N ~t~ W ~ ~ v s , b •,. o • W f!7 ~ N + d • ~ °4 ~ :~.~ V W ~ } . ~ o ~ ~~~v ~ U •~ ' ~ • x 4 .K v ~ ~ ~ is •y;~ 11 ~ ~ ~ •~.,,.. . ' I n •~y^ •{ W_~. ~ ~ sa • .r~ Q.~. li 4J~ ~= ~ ~ p ~• . .~. - ~ Y,r d ~y .~.• . ~ • .~,~ ~ ~ ._ N d' 4 ~.St•. ~y . . ~y~ ~ !_ ~ ~ .~~ ~ ! "~ ` y, ? T ~ V ~• " ~~ Q ~ ~ ~ • ~ yc ` a s. ~ r ~ W l 4 ~ ~ f V ~ ' ~' . ~~ , ~/ T' N hW~ ~~ _ ~~ .~... o J . 4 ~ ~ •• • • .~. . • ~' . ~ ~~ • • W ~~ 1~~ y m ~ S~ lu ~ ~ ~ i o . . x s ~ C ti ei er' t1An g q P ~~• 7~ ,~"~,'~/fE CONSULTANTS INC . , . ~~a¢hnical Materials ~ Enviranmantal RYlneapotis, MN ';~3) 559-1859 Crosby, MtJ (21 g} 546-6371 b~rnational Falls, MN ~8) 283-2958 Janesville, WI . Muth, MN (6Q9J 752-9'JSO Mznamonie WI ;7;:,9) 722-4323 , (715) 23.°x8844 ' i Ehicaqu. IL ' (7Q8)~43~~-1p71 OAtLY FIELD REPORT - F'Ar_,E 1 ~l GME Job No_ !~~ Job Name ~~~ ~~}'cs~''~='' Cocatipn!4~G f, ~ ~`-~~ C f c~ F~ ' ` ` tv 'DATE: / / ~ f . 't<rtcatidn of Worf:: ~[U~~ c5`DCL .,,•~ . ~~ Cc~f~'~'~C'7'i':J.Z p .: avation Base Soil: , v~ ~t/iGi -~r-.,Cr~~`f.~~ ••t~~L ~`l Sltti~ ~ •~f' G. /¢ ~1~ /~-{-~CS7' P . '. ~~ .ype.of Fdl (On6iCe k~ported . ~O'(,v• ~. ~ ~ ~ "~ - . f~- _ f?: '. - _ - :r -• • ~tev-ataon~of base So;t_ . ^ ~` ~-Q -_• 6 .~. t evation of litl Ptecernent: `- ~ ~ ~ lf" CS Q ~ ,, r , _ . . -shed Elavadon: ` !~ E \ !~'D ~_.;-: ;'~~, c ~ ~v • S' li o.t~~`: - . fg - • ~.o~ [7 ~ u ~ -~- ~o•o o• • 1'S~. S'O! ~ ~~: _ :.>.: ,.K:~ . • r..•• ~ . =" _ ~ ~•. 'Giy 'dz ' cs.: r •~ . "~ fi - ~ .. .r ~ ~ - '~;.~ ~ •: c~k~ vr~~a . .. ~d .. ~ l • 's'G!G C o ~K 7"F~tT7` =x~• • ~ ~ r .. -r. - ~; ~ ~ .. ~z -~ .~. ,... .. =~o[lov,f-up Report: Required? YES • ~ NO ~ ~Y p't.~ns and Speciftcations:.By: ~ . StGNE ~'•~ ~ f~/~-2 4TE ~ ~ • ~ : / .•/, r- ~8te' 'DF~1 Yau Oh$arve Anything Unexp'ectad? ~ ~ . ~i5;%.-~~~;:.`~~~~~ 10:'21 :;'3?_'?S~1 .. ~~ ~' ~»~.. ~ c^ctt. ~. c.~ fl ~:~ rn o a~m~ iv7.. N LL7 ~•Q'~~. m rn cfl ..~ ~'~ n c ~ x ~~A~ W V ~_~~ ' -y .. ~~. 'i, ~' ~;z • _L P::GE i l ~ ~ a W O - V w ~~ H ~ a ' x ~.o, W V ~. O ' a4. - ~ a ~c V1 0 ' c> o rJ . CQ : ~, ~ !1r} ~ ~ ~."~ 0. ~ ~ ~~ ~ ~ .~ 4 Tc ~` • ~ - a ~ ~iEH.Y / ~ f{ W g ~ g o +~ VV N. l /~ ' a ~ "' ~ ~ . ~ ~y~~ AR; ,. s~ `` / O ~ .ti;,r -- ~ ~ 'R, . "~ ar : ~-~... o . ,_ ~ •. ' S 4 ! `~ ~ f ~ :' ,, ~ O : .~ ~j _ . (~ W K1 . O _ O '~ ~~ ~ . . C v ~ © ~ .. (' ^' ~ ri ~ . 1 W G ~ ' m ~ W m ' • ~ a C F Q 2 Q U m O N Q 7 ~' -~.. '~ O O Z d ~. d ,` ~ : . - ~.. . ~ a : 'Q+ ~. ~ ' ~. :., ~~ ~~ ~ " O J 3ilf V• ~ ~ .. ~'~ ~ . ,~ " . ~Z ~ 1'~ W . ;iii F-. ~ W Z ~ .. ~ W ~ • O •O (t W ~; ~" ms W U ~ ~~ ~ E .. U . F_- ~ F,,, tr W : ~ U a ~ o a Z i ~~ w " c ~~ ~.~ gay 3 v ~ ~+ o 0 U ~ °: ~- a o c_ ~ _o o~ .x~ ~pG ~~ ~~~~ ~ ~ ~ " ~~~ o n ~ ~ = 0 ti E. ~ 4~I~ D ~~~ ~o~ j6 {~.~f. K K O 1Z~ C~N1~ ~41V~~LTAIVTS, INC. Geotechnicat • Materiels: • Environrnental 14004 21st AvonuA No. Minneapolis, MN 55447 (763) 559-1859 Fex (763) 559-0720 ST~.iTIC CONE PENETROMETER REP(;t~T GlvSE PROJECT N0. `~ I Sg -..:.PROJECT AND LOCATION ~/1:-t'~ ~1°~~l•'~' R I~~f o•N~'I~(~' s /~L Cry? ~jr'7'CJ/G(Cc~ ~: ARCHITECT 'OR ENGINEER ':' CCiNTRACTOR __i'i'T/'E' 77' [~_G G f3G ~ . `;::f7ESIGN SOrI BEARING PRESSURE • . •psf. REQUIRED PEI=CENT COMPACTION ':GENERAL AREA TESTED (~ SLAB ( } FOOTINGS ( } UTILITY TEI=NCHE5 f I BARKING LOT ( ] ~fj~.¢S~ sptLS FI•EL.D TEST,:DATA REPO?3T ' 'i'ESi' ;:r r~(p~ DATE ~~ ELEV •.. TEST WGAT1011f SO4l DESCRIPTtON• f')=JVETRI;).'1AET'EFi FiEA(:-NG ADEQUATE FOR DESIGN . REMARKS 2. ~ss~ •~ ~ ~ ~6v`~~•~ . • ~~Z ~.s ~. fr ""~ $ ~ ~ ' . . ~ 4. Y ' ,vD~ ' °~ . i • ice' ~ ! ~• .• ~ ~ .. ,.. i. • .~ ,. i . F:I:;TT EULLt7CK r '-Rr~::: P:;GE 1•? F~S'.:ti/_~twj4 l~i:'~a .1'3?3'3~J h~hTT E;I~LLiir~i' r'' ,.F~r_ F'~•~~E 13 .~V[E ct~[vsul,TA[1[rs, [[vc. :~bopechnical Materials Environmental '~1(inn6tl vlis, MfJ Crosby. MIN }63) 559-1859 (218} SdEi-6371 {rkC~~Cnational Falls, MN ,lanywilie, WI "c~ & } 283-2958 (6E7Fi1 752.805U ~e3IWth, MN Menomonie, WI ,i8} 722-4323 (715) 235-8844 k ~.: ,: _ . .-F:: T~• Chicago, It (708j 430-1071 GN1E Job No.~ ~ I ~ ~_ Job fJdme /~a rT[`R A,?~'r~k?`t Lacaaun~. ~"B~RT U j L f ~" I DAILY FIELD REPORT ,;~~ ~~. :: { ; ,: t . 2 ~ TIA,1E: i ~. • '3 c~~~ AM/ t~' 'OATS: (o''~, 1~ ,~ ?_, Z ~'•~--- . 1ArEATNER: C ~ !.?~C•t I~ S' _ '~ S ~ ocauun of Wos~c: ~*~ <,. L~~/Gy/yG lJi~~ ~S`o/~ col>'l~F<'T<v•-v. . . zcavatian Base Sod: G~ h'~~Y ~-- •PR. G ~,v .~_ S ~ G T }r, S'~c ,Y a~4~ ~~•= ~ •,~r Y , ..~ ai Sj` . l~~ype of FiU (Onsite Imported f~' I~y iiu~'/ ':.•~4 `/ ~. ~"`l L ~" ~~i.~.r . ~i'~ .v ~ ~ . ~~ .. H:... - ~"~~.watiori ~of Base SoR: ~ ~J •~ S ~~ S~ .~.• ~; ~levetion of FiU Placement f • ~ ~ ;~ ~ G~'s . J , .:ts'faed Elevation: ~.k / ~' /.y G . • S•~`~ ~ ~ /~ 7' G~~ 1'~' f!ir ' ~• ~' ~ ~ : ~ ~. ~~ _ ~ • • .a• . " , • . '~'V 5~t.j.?~~~• ~...- ~f•avy • w~~~ /~~~~~~0~~"t•~.L~ its SOtL. ~~;~ ~? ~ N ~.;c ~•~ p~4 ~ ]' 4d /V .?" L~ sr~ . v ~ ~ G' ~ C ;r~ist:.U ~ ! L•L -~- / L~S~' - ~, .. - . _ ~=:•:~ .~7- dtv~lr~~R . C'. ..S'G 1U _1``~`S7' ~~-- ,:9 .' ,~ t'~R~G~ R~ ~~ 4x ,_ ~-~- 7" ~''1~/ fi SL~~ L- o c -'~ 7` t-v.M S ~' ~o t~ r ~ ~ . T ~ ~ t ~ ~ ~ .~ ~.~ ~ c~~• per- ~ 7` ~ :~ ~' ~=` ~- ~ - ~;f- ~ ~f..~:. ~ _ • :. --- .+ . •- ?~ ~ ~ •. Y. .. 1/ . .s ~ ' .~ r •.;~ iL b':- ~ . ~Q!i1a~-up Report ktequired? • • YES C] ~ NO ~ ~i~ d S i ~ ?~ ~ • . ~ f ~'~ `~ ~~ >1a an pec fications: ay: ~ SIGNED• E; - / / - ~ Dates ~ ~ ~ ~ ~, pid You Observe Anything Unexpected? ~JSI2~~•2~~94 19: ?4 4'3'3'354 MhTT EtJLLrX'K C ~ "RAC P~;GE lq r ~ .~~~ ~. w b • I o~ . ~ ~. ~ ~ .') ~~ . t ~a .. • ~ ~ ~ • ~ • ( ~ i •.:. : ~' .a- ¢ . Q .. ~ . I ~ -' _ ~ . . .~ ~. ~ ~ ~ ~. . • • • cr . ~ ~ ¢, ~ i `. ~ ~ / / ~.~. ~ ,~ • . ~ .. x .. . ~ } ~• •~ ~c: '~ ~ O • ~ •. „ ~~ ~ • -V • • ~ p . ~ • • ~ •~. '~• ~H ( •V. _ ~• • •• ~ ~'' . ~~-- ~ ~ • . '.. 4. •~ `i .t1i ~~ ~ .~- 4. ' - a ~- • e . ~ ~, a- •. ~ - ~ O ' ~ ~ • • •• ~ ' _ ~ . ~ Q ' C!' . ~ ~ i i • . • ~ ` • • •• • . ~'. , • .~ . ~ • o ~ ' ~ . ~ ., ~'• • . . m ~R ' ~ ~ ~ - -~~ _ _ ~ ;1-~__~...__..._...~ ~' ~~' 4~ i . • •. ~ • .~ a~ ~, ~, . -`' • ~ V~. ~~ ~. h ~ ~ 7 -~ ~ .~ ; ~ ..,, ~ H .- ~ ' `. ~ ,,k .~` ',` ~: ~~ - ~~. i ,~. ~. «::, ~ .. ~ ; ~. '- ~ K .. i ~ t .; i ~ i V ~- j . k t V _ h U ~,,,, ~1 •. t ~1 ~ ; • ~ `( • ~ • • ~. .~ ~...i.r~Y+~ o-- ! . w a ~ :` . .~: • ~' ° ~~~ • + ~ ~ ~ :f: d t `~ t" ~ N .. ~~~ z r 0 z ~i~,:.~4j,;.~tjit.l 10:'?4 q'j'~•5~1 hhTT BiALr~C_J; r.. 'TR~~_ PAGE 15 •, ~_" GME C~NS[li.TANTS, 1~lC. . >.~~:;: • ry .:., ~ Geotechnical • Materials • Environmental -:^,`•=•' 14000 2tst AvOriue No. t=- :.E Minneapolis, MN 55447 (763) 559-1853 ~'~°. ~ Fax (763) 559-0720 ~~' • • _ ~ GME PROJECT N0. .~ f,SS " ~ S7ATlG CONE •PENE7gOMETER REPf:; RT ' _; . >:, ,;.; : . '~.~~: •PR0.I.ECT AND LOCATION •/t'f /lrz~• f~o~7'c~j; /'`/1'~CJf'~~-I~S i~!~:~~.~`t/~GLr >: ~ ' . ~~:•' - _ ~~ `: 'ARCHITECT OR ENGINEER ~ ' ~~ - ~ - 4Y': _. ~ t: GONTRAC70R M~• ~~. ~•~ Gf L' c~v U ~ c-•t~~~ .: •' • r~:, ~~ aESIGN SOIL QEARING PRESSURE • ~`:•- - p$f• REQUIRED P~~F;CENT•COMPACTION ~'_•GENERAL AREA T STED (~ $~Ag ~! ! FOOTINGS ! ! UTILITY j'FtENCNES I 1 PARKING LOT ( j ~~ ~ `~~• sue. so~G.~s ~ . •~ • .:.: ~_•:.. . •F.!•gi.>~ TEST• D'A.TA R~pQ~RT` ' ^ ~~ '~ ~L, _ •: NUI1ASER ~~ ~ TEST tACA710W SOIL. pESCRIPTION • • PENETR~'M>:TER REgU~VG •~1DEQUATE FOR [?ESIGN • REIIAARK3 ?v~ ~'=• ~ ~..= •.~ f~~ ~ 1 _ ~s ~ - y F!~~L?•• lt't~7°oRT ~.~ si~r'Y• s>l.,.•.~y O +6~ ~~ ~•~ S • f Q' ~ ~~ • 3 $8~ - -6'' •3 0 r ~`:: - • . • •~ ~~S` $G D~ ~r4 .l~ . , o~,.-.v cc,,4 yam, ~ • • • S a,t ~. u;,., t~',t~7` r, , : . , ~ . '• .~ .~ ti5f'~iii _ai~J:~ 1~J:'~4 a9^~~Sa ~' ~ h ~ a , et ~ ~v O .a~~Q • u ~ ~ ~' m to ~ {t7 p, ~ (*1 m '.-. I~ ~,C ~ X r ~ ,~~ -S ~~~ ~ ~ fl ~ ~ ~ ~ t ~ ^ _ : Q Z ~ , p ~ ~' ~ V W ~` C7 ,~~. ~-, :~ ~.. o ~ .. i ` ~' •~ ~ PIr.• J, ? ~ . in• ' ~ +!. !~ V ~~ , ~ ~ ~~'~ L V at' ' n, V .' , _ ~. ~ ~~ w }- z P~I~TT BULLOCK C~ 'R::C F:;~E 15 y Z ~ g 1 . c H ., a ~ G1 O ~ ~ v ~ '.a . 4 ' a ~ M E? . ~ ' F~.. ~ ~ d ~ll••~~l y V . 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Q ' P.;GE 19 N W O V ~ ~ o ~ ~`~ ~ ,,: d O .. ~" 0 ' ~ a °~ ~ ~ ~. _ ~ ~ . ~ _ . _ :3 O d ~=- ~ . r a ~ ~ ~ ~ ..' , j ~ ~ J ~ ~ N .~ ,Kqw~ ~ ~ ti ' Cy _. ~nl y O W ~ , ` 1"`VVV^ _ . v V '~ . ~ ~ . a M. .ate ~ ~ °~ x ' t ` ` ~" ~C~ ~: ~ ~ v ~' ~ V ~: v 4 ~~ ~ p. .. .~ ~ ~l q a . , ~~' `~ o .~. ~. 2 ~. c 4 ~ . 4 ~ 64 h : ~ . ~ 0 ~. 0 . ~ ~. - ~ .~ _ ~ '- ~ ~ e ; .. K t .° ~: r ~ I ~ ., .~ U -- ~~} ~ ~ __ - p ~. ~ v e s s v o v ~ 3 ~ ~ a 1 •~V 'a .'S i tl h 4 D ~~ ~~ ~a .. ~.._ ~~ . ~8 D A ' F ~ - ~~ 7 139 137 135 133 't31 Z29 .. ~ 127 ~.. 1~z5 • 123' :~ 121• ~~ ~••~119 t: r' _ ;. '117 11S -: . !: ~ •1.13 111 ' :1.09 -' 107 • .105 x:'103'' .' 101 • •99 • 97 '. 9~ 93 P~t~TT EULLQCi< i rF.:;~:= PfiGE 2cJ GME CQNS(.lhTANTS, INC. ~eeto chnica WNatsriala-f:~.f Nro nrrxn tal 1100021stAvanue North Minne&polia, Minne9ota ;5447 (763] 559-1859 ~~~ISTU -DENSITY REL;~:,TIONS OF SOILS AND SOIL-AGGREGATE 1~,11XTURE DAT~• 12/19C2Q02 GME PRC~. ECT NO. 10158 PROJECT: Mike Potter Pro ert]es LOCATION: Albertville M]nn~sr~ti! ' GRAPH NO. 1 _ ;;,-AMPLE NO. 1 SOURCE OF MATERIAL: Off;:;te SOIL Da,~3CRipT10N:'grown Si_TY CLAY • UNIFIED CLASSiF1CAT1G~~1• CL METHOD OF TEST:- ~ySTM: D 698 Method S CLAY PREPARATION: • Yes ~ . ATURAL MOISTUF CONTENY: o~ PERCENT PASS{i~7-G NO._ 200 SIEVE: OPTIMUM MOI.~TURE CONTl;NT: 13.9 o~ MAXIMUM C=;Y DENSITY; - 1D5.1 n,.f i iero att void artvs for • '~6Q gavis;~ of i . 2.70 .~_ 2.60 L'. , 91 _ ~L`' . ~'j •. '89 ~ - :y' 87 ~- 85 0 5 ~ 10 ~ . ' 1 S 20 25 :.: MpISTUR>= CONTENT - PERCENT OF DRY WEIGHT .~ GME CONSULTANTS, INC. CONSULTING ENGINEERS 14000 21st Ave. No. / Minneapolis, MN 55447 Phone (763) 559-1859 / Fax (763) 559-0720 June 1, 2003 c ~: Mr. Michael Potter 11650 57~h Street Northeast Albertville, Minnesota 55301 GME Project No. 10744 RE: Documentation of activities at Potter's Commercial Park in Albertville, Minnesota Dear Mr. Potter: You have requested that we document the activities that have been undertaken for the development of the Potter's Commercial Park. Our Progress~Report addressed to Randy March of Matt Bullock contracting Company, Inc.., dated February 3, 2003, describes compaction .testing and test pit observations for the period from September 2002 through December 2002. In our review of the 1989 through 1999 Wright County aerial photographs, we have made the following observations related to visible earthwork activities conducted at the Property: Year Observations 1989 Surficial disturbances visible in the project areas; 1990 Surficial disturbances visible along west side of Property near the cemetery; 1991 Earthen berms first visible in northern and southern portions of the Property; 1992 Surfical disturbances visible along west -side of Property near the cemetery 1995 Surfical disturbances visible in the north portion of Property 1997 Surfical disturbances visible near driveway on east side of Property connecting to McKinzie Avenue; 1998 Surficial disturbances visible in northeast corner of Property; EXHIBIT B WILLIAM C. KWASNY, P.E. THOMAS P. VENEMA, P.E. GREGORY R. REUTER, P.E., P.G. RYAN F. SCHMIOT, P.E. WILLIAM E. BLOEMENOAL, P.E. RICHARD W. PENNINGS, P.E. An Equel Opporwniq Employed Mr. Potter 2 June 1, 2004 GME Project No. 10744 Copies of the aerial photographs referenced in this letter are attached. If you have any questions regarding this letter, please contact me. Sincerely, GME Consultants, Inc. Aaron D. Brewer Wetland Specialist Project Manager Enclosures: Progress Report dated February 3, 2004 Wright County aerial photographs from 1989, 1990, 1991, 1992, 1995, 1997, and 1998 adb - C:\Aaron\10744 Potter Wetland\10744 activity ltr.doc GM! CONSULTANTf. INQ r~ . ,:: . >: . ;_,:~..: ,~• ; :: • . :;~: .} ;,": •:~..:: _:.._ 051'_~i/2~J04 jtl:'~q a'i, 395.1 P•IATT EiJLL~~k r' "RAC GME CCyt1~aULTAN"~'S, tt1tC.. . ~ ~ CONSULT:PJG ENGINEERS-- ~. 1400 21st Avs. No. / MinneaEwlis, MN 55447 ~~ Phone (763) 559-1859 / Fsx [:x:63) 559-0720 February 3, 2ad3 P:;r,E X72 GR1 E~ . Mr . Randy ~ March . : • Malt Bullock~• Carstracting Company, Tnc . . • "L4239 42~~ Street Northeast ~ . . •St. Michael, Minnesota•°55376 GME Project No. lOlSa RE: Progress Report •o•f • construction testing ai•_3 •observat'ion• " .~ ~ af. soil •correction for the Mike Pott:r commercial property ri~ Al-bertville, Minnesota Dear Mr ~ • March : • . • • • We have provided .• observation and testing for this project in accordance with• our proposal dated september :~4, 2002. Our testing has been 'provided .on.' a• part-time basis, co:.rdinated ~ through Matt . '•Bullock Contracting's an-site personnel. ~ Flease refer to our • Transmittal •I,e~t.er RegQxt dated November 27, 21;02 for: our- Daily Field Reports and observations concerning the test pits that were excavated earlier f'or.this:project. This report discuss.s our observations and • testing during btia.~dng pad .preparation, and i~-_cludes our mast • recent . Daily Field Reports axid test results. •' ~Baakciraund Infoxu-ation.• ' The' site is located. at • the .southwest corner c~:> 60~ Street Northeast• .and • IKcKenz~,e 1~veriue ~ •Northeast . The "proposed ::~ui lding will be on the • ~ .south half •of "the lot; as • indicated on the dra•:rings provided to us •by Matt Bu11ocY .contracting, dated December 16,.• 2002., which have been . • • incorporated • •iri•to .our •Daily Field Reports . '=est pits excavated on September ~24, 2002 'showed about 1.3 to 2 feel: of sandy 'silt. topsoil • over silty sand and; clay: ~ ' Earthwork Testing •• We provided part.-time observation and testing during sail correction • • for the proposed building pad. we obsez-ved ar:<3 •tested the base soils after the .removal of. topsoil and soft clays. The excavated soil was • ,• ~stoc}cp•iled on the • site,. • mainly on •the south side of the building pad. wiLUaM C. ~KWASNY, P.. E. THOMAS P. UENEMA, P.E. GAEGOAY R. REL'JTER, P.H., P.G. ' WILLIAM E. 8L0>:MENOAL, P.E. MARK O. ~ MILLSOP, P.G. TAMMY A. HAKANSON, P.E. AYAN F SCHMID•f, P.E. FICHAAD W. PENNINGS, P.E. An Equal Oppartuniry Employer -.; ~~- ~~- :s~ >>; °~ -: ~: ~~, :; .~::' ~:,' • . ,~:~. ;. •. t•t~TT E~AtpGk C F.A% PAr,E G3 ~ .. ' Mr . Randy March 2 February 3 , 20 03 GME Project DTa. 1058 The base Bail conµi:sted . of moist silty sand~;r clay. we performed Static Cane 2enetromQtcr. (SCP) tests in the ba,:se soils. Based on our Cost results, iris our opinion that these roils are suitable to support a design bzara_ng: pressure of 3, 000 pot:~ids per ~sc~uare foot at the locations tested•.• The base soil elevation'depths indicated on she Field Reports .are based on. ezther~etiisting grade or elevations o.f stakes provided .to us on a drawing dated D~acember 15, 2002 from Mat: ~ •Bullock Contracting. The : dimensionG a.z~id~ extsrtt of soil correctiatl • shown in our Field Reports are approximate. We recommend that t;he corrected area and oversize be i:ncorporatecl into the project drav,.~ngs as the exact size and locatiori• of theproposed building was noi: knawn~ at the time of 'soil correction. ~ ' • Fill used to bring .the 'building pad to grade'cansisted of .impoxted • brown silty clay; • as • shown: on our Proctor GraF::z No . •1. We performed ' :• nuclear field density tests in the compacted f:~ll.' Our nuclear field • •density tests ~ indicate that the majority cif ~~the~ fill met the recommended 'compaction of 100 of the Standad Proctor Dry Density • • (ASTM: D • b98) at., the times, locations, and •:;:levations tested. An area of .fill. placed .on December 17, 2002, as •indicated in the Daily ~'ie1d= Reports, 'had traces of organic soil within. the. silty c1.ay fill . .' • The contractor was •nQtified of this area of fill and we observed that • the contractar. began.. to remove this •fill and import better quality _ clay soi•Is. We'•• recotrtmend that this area of fill be re-tested for • • compaction •when • the ' soil correction continues . • At ;the time of this ' report, the site grading within the building p•~d is not complete Standard of Care The' conclusions can;tained- in this report represent. our• professional ~~ opinions, based, on our interpretation of the site observations and test data. ~ These•~opinions were arrived .:it in accordance with • currel~t<l.y acceptEd engineering practices at t::1is time. and location.. Other• than this, no 'warranty is' implied or int~:nded. . Closure ' ,This report summarizes our observation and te•::ting services provided from December. 7, 2002 'to January 4, 2003. we will continue to provide test ~ rig for .'this project in accord;:~nce with our proposal dated September 24,•2.002 at your request. c:~~~r Daily Field Reports describing our•on-site activities were fozwa::•3ed previously, or are enclosed faz your. review. • OMR OON1UtTANT,~, iNC. ---•---~•- 9~/ 2~)i 2~=i~~~! 1 ~~: 24 a9 ~ a'a54 h~l~TT B~ALOCK C' ~P<;C• Pfi,~E E~;~ ,- ~ - Mr. Randy March 3 February 3, 2003 GME Project No: 1.U~58 ~V: ~. If ou •have estions. re ardin this re crt, p]_~~ase contact .us. Y ~ J. g P Sincerely, '. ~. . .' GME CONSUL~'ANTS-,. ~ INC.'. ~.~ ~,. ~~ .. _ _;-' . =~ Phil Berg-r ~E.•I. .. ~~~s` ' Fip1d ~.ngineer ~ ~ : ~ . =~~ Tammy H~k son;'• P . E . - :•: ~.~ Senior roject ~Engin~ee~r .' -_ ~ Enclosures: : Dai~~ Fi:?lc~ •Reports .. - ~~~`: ' .• ~ Nuclear. Density Test Reports - - - .~ Static Corie ••Penetrorneter (SCP) Teat Repox'ts ~ . =~~ • ~ ~ Location Diagrams .v.:. - -. Proctox Graph• ;'t~ • ol:\PB\2G15s Fro= pae.spr..co.; .. ~i~ ~ •• .+ ._..• t' ~ •. QM~ CON1UlTJ1M7~, iNO. -~~.-~-i