Loading...
HomeMy WebLinkAbout032-2188-52-000 Wis. Dept. of Safety and Professional Services SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with SPS 385, Wis. Adm. Code county _T Attach complete site. plan ah paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scab or dimenvons, north arrow, and location and distance to nearest road. o f 32 - 210,1 - i o - O z $ Please print all information. c ' Date PeMM01 hnformaton YOU Provide may ba used for secondary Papaws (Privacy Law. s. 15.04 (1) R (m)). /U Property Owner Property Location 2JN47 ~f, ! : GovL Lot N W 1M1 ~ 114 S ~.~T_ N R E(cr),{l1f Property Owner's Mailing Address Lot # 1 Block # Subd. Name or CSM# -7q q ,QYtA:v /J Z 5 - Rr/r ~r i city State Zip Code Plane Number City []Village MTown Nearest Road 1440,0 2.1jA ST- New Construction Use: ® Residential / Number of bedrooms _ Code derived design flow rate GPD RP44. ement ❑ Public or commercial - Describe: Parent material _ _ . _ Flood Plain elevation if applicable - - ft. General comments and recommendations: F Boring It ❑ Boring ® Pit Ground surface elev. 7.'f 5 ft. Depth to limibng factor in. Soil cation Rate Horizon Depth Dominant Color Redox Description Texture Structure sistenco Boundary Roots GPO/tt in. Mansell Qu. Sz. Cont. Color Gr. Sz. Sh. R#1 R#2 Q-17 f0, 2rtn5bK rhn 4 CS Z M . (o ,d 17-Z6 /0 4 6 - S/ ZmsbK MI cs /r0 r Bering if ❑ Boring 97, Pit Ground surface elev. f ft. Depth to Fmiting factor { Q -in. S61 Applicrition Raba horizon Depth Dominant Color Redox Description Texture Structure hsislence Boundary Roots GPD/ft ' in. Mansell Qu. Sz. Cent Color Gr. Sz. Sh. ff#l • t#2 I o-13 to RZ 2- - ~:7 AA I 2MSb~ MI c l,0 2 13- 0 /o R9z - •-.hlc v,l U .C? Z( -3p /o R T 2 2.5 N t1 S $ I Z mS~,K rv,y4:i /6 - Effluent #1 = BOD >30 c 220 mglL and TSS >30 < 150 mg& ' Effluent #2 = BOD < 30 rrg& and TSS < 30 mg& C~jS^'T'~~ Name (Pkase Print) n/ SignaW ren CST Number c4rv -j- 62 'Z Property Owner? I ICI C e t I P-~ TL Parcel ID # 31 21 W - ID - O 15 _ Page of 3 Boring # ❑ Boring Q _ ® pit Ground surface elev. ! V'; s~- ft. Depth to limiting factor in. Sal Applicartion Rate ' Horton Depth Dominant Color Redox Description Texture Structure ~onsisten Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. _ ff#1 O Q le - ' `I 7 rnSb< rf~ 1 C S Ak 1. C) \IQ t?S 2 (s : t ems r ml Gs - ).U .5 v -7 FZA Boring # ❑ Boong - , - ® Pit Ground surfaceelov. V ft. Depth to limiting factor in. _ Sod Appbcafion Rate Horizon Depth Dominant Color Redox Description Texture Sllurtrre. .onsistence Boundary Roots GPDfft r in. Munsel Qu. Sz. Cont. Color Gr. Sz. Sh. 1r#1 f#!2 If' -i ail rf : :r.h c Boring ❑ Boring # El Pit Ground surface elev. R Depth to limiting factor in. Sal Application Rate Horton Depth Dominant Cola Redox Description Texture Structure stence oundary Roots GPDNI in. Munsell Qu. Sz. Cent Cola Gr. Sz. Sh. ' ffpl ' tff#2 Fffluant #1 BOD e > 30 <220 rmgg/L and TSS >30 < 150 mgfL ' Ef luwt 42 - BOD , < 30 M91L and TSS < 30 rrnglL The Dept. of Safety and Professional Services is an equal opportunity service provider and employer, if you need assistance to access services or need material in an alternate formal, contact the department at 608-266-31 S 1 or TTY through Relay. D 1 ~I ~ w I i ` eq r ~ I s 2 3t~~. ' i 33' I 1111E C Ll r ® V~11) .`4',. gt`n IOb/ -FOP ) 7223'x`? JQ X VE~nC L- t;f \•n ~ Top nr- ►Aqf M TMNORIM%M"yIMYIBOFTIENORnriomQupxmOF Nto%mmmm SEMON 24TGVAMW31 NOW% NAU6E 79VMT.TaM OFSOf Lmm3orfLwmetsw ST_MWM fff.M16MMMWRM1OF7NEMATOFMECLIM 744 WANn SNML®ONYflK11r SCALE I-- 1w sNaeuLS~mm~ VLAT coMTAwm 1&25 AC03 OF LAND ~ I \ L51~ GSM LOU c A wL~3v~im~ wL_LgLVra UK 's VOI_1L P63m5 I I~ I~ DfAT Of NVFM1NWK RDCI WT SO M a]S.m ' l H I Ln LOT 12 . . • -17 N IM / Lum LOf 30 / torn \ \ 1~ \ \ IDT53 \ _ \ \ N H SOIL ~ \ I . ~ \ LOF15 Lars , j l VIAT OF OBIF QIR IO18 LOU / Of J PNECIIFF PARTWRSW® P!lEQgF TF#fA ADdi1W Wis. Dept. of Safety and Professional Services SOIL EVALUATION REPORT Page; 1 of Division of Safety and Buildings -y ii~accordance with SPS 385, Wis. Adm. Code 1 ri County ST C T 7 1 Y. ?.ttach complete srte plan ori'{iaper not less than a'1/2 x 11 inches in size. Plan must indude, but not limited to vertical and horizontal reference point (BM), direction and Parcel I.D. per_m slope, scab or dimensions, north arrow; and location and distance to nearest road. P-T v f .j'Z - Z I O I - 13 - 0 G Please print all information. Reviewed by Date i'ers xai mfonnaaan you proOde may rte used for secondary purposr_e (Prw,u y Law, s. IS.eI (t) (m)). -aperty Owner Property Location ` I + / i S-?=` O.+~ ~•-f . I, Govt. lot N VJ 1/41N4'1J7/4 S c• T ; N R L (or) W Property Owner's Mailing Address t Lot # Bloch # Subd. Name or(SM# \ r State Zip Code Phone Number ❑ Coy ❑ Vlfage ®Town Nearest Road ~SOti/ I4L 12,216 -L( 71S )3 - S Sbmv'' o~T I (o 2."/a ST New C.nnsfmction Use: ® Residential I Number of be.*ocims Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - De. nbe: _ Parent material Flood Plain elevation if applicable - - R General oomments a / and recommendations. Mee r J~7 ~ 1~ c? 1 ~ ~ ' Boring # Boring - ® Pit Ground surface elev. q7, .6 ft. Depth) to limiting factor in. ft# Soil Application Rate I iorizon Depth Dominant Color Redox Description Texture Structure nsistence Boundary Roofs GPD/fl ' In. Munsell Ou. Sz- ('"It. Color Gr. Sz. Sh. 1 If#? i o-17 I~yea;? - S/ 2MSbK r.,l cs zr~ G /,a 17-Z~, to R4 to - S/ 7Yv,sbK M1 c5 6 I,D 2S~fo3 6 2 8 S-L_ sav'LL - .J / 2G ti 4 l vi~- K w\j;, Bonng # El Bow Pit Ground surface elev. 171 ff ~ R. Depth to Gmifvg factor O in. Sol Applis tion Rate I lonzon Depth Dominant Colo Redox Description Texture Structure sistence Boundary Roots GPDIft ' in. Munsell Qu. Sz Cont. Colm _ Gr. Sz. Sh. ' -ff#1 ff#2 1 0-13 to Rz z - i ~M5b~ < _ M (•0 2 13-Zto to R3 z - t, _6K 1 O w-3a /o R,3 7 f28 2.5 !z5 8 `1 2m,bK r VPP n r{ yb 54 tZ~ C,S \;~5% =5hc 'Mvr1 Effluent #1 = BW > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 - BOO c 30 mgrL and TSS < 30 mglL GS I Name (Please Pont) Signature, CST Number JG]f'\/ 1~-i C•;•-. r' _ 'i d_~-fem.! ~ ✓il✓ i~. ..l 7 ri~ Addl.. s Date Evabafion Conducted Telephone Number CSm-duI's' - cj`1 Dept. of Safely t Td fWfet;sier4alService s SOUL EVALUATION REPORT ~ Page ~ of Droirrca of Safety and Buildin yy' Q - ';li ry1 accordance with SP 385, Wis. Ad-r. Code r Coun:'r- ~rLl 7~ dwch :.omPlrte sle :;la•r nn ltaper rot les9 difln R 112 Y. 13.-" s n size. Plan mull ndude. but not limited to. city it and h1tmrtem3t rofemnce Point 181'1), d.re::t. on w'd Parent l_D. percent slope. scale cr m-i l,, ions;:roo-i arrov;, -Inc location and d,slance to realest road. Please print all information. I ewe:~Cby i Date PcrsC-+al ^IJrmJlipn yW pmb a2'aa, F5 uRRC for umo^da i DU "v tsar. ,;PUVS:ri ! :rn 1`.p7S i i imli. f Properly Owner Prope".y Lecaticl y 1\i'7 J i~_ ! Go'-A Lot lr.'1 •`i ~ 1-'4 1.1i4 5 - -T r N R D(or) yd Properly Owner s Mailing Address Let n Rlock N' Si Name v CSf'W rkAIUIAJt~ 7y y vr1 l z I C ly State Zip Code Phone Number - El city 1 ❑ /illagc ®?ov;, Ncam^,: Road New Construction Use: ® Rrsident ail Number of hcdrooms Code cenved design flow rate _ GPD ❑ Replan;ement ❑ Public or comnlcu:ial - Descohe: Parent matanal _ Flood Plain r.Icvation if applicable e h. General comments /I•~ In and recommendations: (/ryV VU/ f/ 7" v c F exCaVi~~r -nerJ MoJn~ Sit Sand LI~>L Boring # Boding ® I'd Ground surface elev 1 h. Depth to I: miring fa::tor 1 ~n 777"~~~~ Soil Application Rate Horizon Depth Dnminaul Color Redox Doscripfiun texture Structure .onsistence. boundary Roots GPI` ft in. tlunsell Ou. Sz. Cont. Colo' Gr. Sz- Sh. ff#1 ff112 I~ l~• z 2msbic lr l C5 Z_" . ,b 17 Z~ /o ,4 6 w, br MI cS J SS i.5 ..Y E, 2 s v~sb: tnv~, - ❑ tdOnn:~ i ❑ B011a ® Pit (Scowl,' Mrfaco elev. f1. Depth to limiting factor m. Sea A di --it on Rate. Horizon Depth Dirt twirl Color Redox D .-wiplicn lexti e S:ructurr, :onsi:,tr:ncu -f;,untl:iry Roots GPWr in, h'unsell Od. Sz. Cool. Cnl)r _ G•-_ Sz Sh. ' -ff#'I ffp2 I o 13 I c; r 217 - 1% 2 13- o Ej 31 z - Z,-3e Jo R S ,'bK rwv47 ' Effluent 91 - BOD 30 220 argil and I SS 30 < 150 mg1L ' Effluent 42 = BOD < 30 rny'L and I SS < 30 mg+L CST Name (Please Pahl Siycatare CST Number Address Date Evaluaton Condicted J Telephone Nund;er 1-1 Ct PCrI '1 I, r/i .'i -1- 17l 715 _•-,1 ~1(' Mil7-N!.er iRl Iii 11 T , Pmlie•7p GJ:ncr ~Il\I~ I'a'r:el lli!! %Ii!',-JJ-Ci Pago Z--. of _ Boring h ❑ Boring i, ® p t Ground surface elev f It Depth to limiting factor in. Soi A: lication Rate Ho.1zon Depth Dnn•.inant Color Redox Descript'.on Texture Slnrctare oasis pace oundary Roots GPM : in 6lunsel1 Qu, gz. Cont...^.010• Gr. Sz S'r. ' _1141 1[102 it Li L/ ~~~~111 ❑ I I Bocny Burg k L J ❑ Pit Creun(I surface ere',: 'I. Depth tc bending Irr_lDr n Sail h i iLC!Lun Re(0 Horizon Depth Dominant Color Redox _ escrp'ia)T' l ex:jo, St'uclure :crsiJence or.ndary Roads GPDA ' in. I'lunsell Qu Si. Cont. (_010r Sz. Sh. tf#I ffri ❑ Benrg Bor ng Gm.u1d sur'a,e elev Dent) to I'nuling fa;tor in u ❑ f'it Soil A hcalion Ralr. Horizon Geed Dominant CiJlOr Redox Descr.p'l;r Tea:jro Slvcture 'crsislerce cundary Roots GPDYI ir. le4nnell Qu. Si. Con;. Cdrn' Gr. Si. Sh. fftii ftd2 ' EfflLcrl tt1 -HOD > 30 22r r g l a'oa TSS >30 _ 150 rngrl ' Catmint 42 - GOD . <30' nVL and TSS <30 mi I IT'. De:'I. oI SalelV and PI ofeseiunul Son ices iz an eyuzl oppolU.-Mk scl icc iirnv liter rd rmldnyer, If you need a`; istanee to urrI'll services or timed material in an ult. mam lormar, conmet the cepw1nlcnl at 608 260 ? 151 or TTY through Rclay. i :area, 10 J: - J - - - ~•1`I` :r r ❑ bonny il~ Fc'tr_ ® J - a,cc! surfacx: t:krv f:. Jeotr tU I:mi4 r., in r t _ e.. - Soil .4o Ii;adcn Rate --r-- -lorzor IJv.:)It Danunact-aoior Retlox Jcsmptor Teru•e S:ntctcre .acs:a eef ouriday Rr:•-.t-: @DD'ft m. Wlunsell '),r wr ":ccv G- Sz. Sn. ~ fk2 - i ❑ 6a bonny k - - - ❑ pit -PGLnr_ _~i r 3 r ~i~y (I Gup!h 1C: in'It11n0 taClor if. Htcvnn Depth Dcntirarr. Gob, kern) Descnplron Ieztrrt 51•u:aur4 rmststence Roals i^,. I:AUnsal Dr_ ,:ocl. alv3r- Sz. St. ~1 ftk~ t_.._ 1, ❑ Bun:, Bonng N ❑ Gro.tnc auriace elr: JCDtf to lin'.ik r; t;otv-__ _ Soil A»6calrm Rat= H:,nior Depth Jori"inart cob, Redo)Delmptor Texture. 3;nua:re bra s:c°.,c 6c..nna:y koos GPDttt' rr 6"unsel 0:.. S. Cnn:. Ccaor Gr.: - Si. ff5+ ffY I t-f6:rern - BOD 30 <22C mgfL ant TSS >30 < 150 ngrL ' Fifluen: 42 - SOC 30 rmrL and 15`~ Ir. mi Th: Dept o' Safm anc ?'rofc,sional Sun iccs is ar cyuai oppormncp ge`ci;:e pm idcr and cmnloN c \ :,c t . J ; 10.1*11 e I a:,_. Scrvr L-a o- rivv.,l n.a in c •rit ra f:n 1,e:- cxmta-t `h.. Cc^.arm.,n at r;'K ? i:. ,.r Tl'1 :;rrou •i, il.i:rv. Lor L I N6 QZo' / C r r 7 -U 1 ~ N E 2 38 Y, ~ Pz ~U L oT Z FINE CLIrF- jR No.; vq Q ~ csTd O VETzt Vt~ I~b~ To1~ z273L13 X VC-RTICWL I3f\n tc~0_ ~ Tor' ar w(36octi LAt~+ 5 3v y A NOR►z~ ~ 3M NE LdT CoQ , R 3 80R ►/v 6 PART OF THE NORTHWEST 2UARTER OF THE NORTHWEST QUARTER OF PREPARED FOR: SECTION 26, TOWNSHIP 31 NORTH, RANGE 19 WEST, TOWN OF SOMERSET, NNECUR PMTNERSMP ST. CROIX COUNTY, WISCONSIN; OUTLOT 1 OF THE PLAT OF PINE CUFF. 744 RYAN Daly[ HUDSON, yA 50016 SHARED DRIVEWAY SCALL 1`=150• PLAT CONTAINS 18.25 ACRES Of LAND ---W- ANGLE DRIVEWAY _ iult t_M. ~$I~I ulTtsint ' -200TH AVENl1E'-- - T _ ~)f' C / / LOT 49 Lon r.'aK I 1 1 9 1/ / caw 1as.an n 1 I HM CF NIW P HAWK NiW[ LOT 50 WIL IL", III V- ip ~ = TmaADxs IyJ ~ - a t4-vs.un IT 1' l /.l r I I b 335 LOT 51 I I UO• 210' cv.-ap.m lul let A / L 1 I rat,.I.xtl.,aa v / ` Ol IO 0114 \ \ \ 1 I \ 1~6T LOT 53 \ \ \ 1 AaaS < I ~ fxx„ _ r \ xa II •LO•T 50 / ~.J ~ 1 aLx4AOx5 / ~ 61•/ PIAi W HNf [LR / \ `4~ CTS I OI 1 PF'/ - D4QY PINECUFF PARTNERSHIP PINECUFF THIRD ADDITION Er _ ZZ= Iowa u ~ngxa I, ~r. rxtn,oymT, WIXTMyx CONCEPT PLAN Y9• mums