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Home My WebLink About020-1017-10-300 Wiscoisin Department of Safety and Professional Services 12e7\3 -Qf. Lo ` 3 Division of Industry Services SOIL EVALUATION REPORT papa 1 of 4 1(44 in accordance with SPS 383,We. Adm Code oOD �� County ST.CROIX Attach complete site plan on 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,scale or dimensions,north arrow,and location and distance to nearest road. OLD-/0//-10-390 Please print all information. Reviewed by Dale &,,,, //,,1 (a 'yI Persona nrormaeon you provide may be used tor secondary pups(Privacy Lew.115.W(1)(m)). /4 .24_ / 1 S� ` 2) Property Owner Property Location _ MARION R.SHAW TRUST Govt.Lot -- NE 1/4 NW 1M S 13 T 29 N R 19 E(or)CI Property Owner's Mailing Address Lot a Block a Srbd.Name or *NJ' 726 HWY. 12,#IO2 3.--e -- 3i - 701 6884 C 5 City Stale Zip Code Phone Number DCity Ei Village QTown Nearest Road HUDSON, 1 WI 1 54016 1 ( 612) 940-8111 HUDSON MCCUTCHEON ROAD El New Construction Use[] Residential/Number of bedrooms NK Code derived design flow rate NK GPO Replacement D Pubic or commercial-Descrbe: Parent material SANDY Flood Plan elevation if applicable NA ft G°"eral CO"v"enle CONVENTIONAL IN-GROUND TRENCHES-0.7 LOADING RATE 2014"/ r x' and F n , 1 TEST CONDUCTED FOR LOT APPROVAL. NO HOUSE SITE WAS AVAILABLE. Property Address: 840 McCutcheon Road(Proposed Lot 3) 1 Boring El Pit Ground surface Nev. 958.30 ft. Depth b limiting factor 90 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Canismxa Boundary Roots GPDIR in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'EfWl 'E8R2 1 0-9 10YR2/2 - 1 3fabk&gr mvfr ci Ivf-m 0.6 0.8 2 9-18 7.5YR3/4 - sit 3fabk mfr cw lvf-f 0.6 0.8 3 18-52 7.5YR3/4 - Is Osg ml gw lvf-f 0.7 1.6 4 52-90 7.5YR4/4 - s Osg col -- - 0.7 1.6 aomc gr 2 Boring * pit Ground surface elev. 957.40 ft. Depth to limiting factor 100 e in. Sol Appication Rats Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIrt In. Munael Qu.Sz. Cont Cola. Gr.Sz.Sh. 'EfM1 'Ef#Y2 1 0-16 7.5YR2.52 - sit 2f-csbk mfr ci lvf-co 0.6 0.8 2 16-33 7.5YR3/3 - sit 2fabk mfr cw Ivf-m 0.6 0.8 3 33-68 7.5YR3/4 - Is Osg ml 8w -- 0.7 1.6 4 68-100 7.5YR4/4 - s Osg ml -- - 0.7 1.6 some gr/cobs 'Effluent 01 =BOD,>30<220 mg&L and TSS>30<150 np/L 'Elbert tit=BOO,<30 mQlL and TSS<30 rngiL CST Name(Please Print) e,1 CST Minter MARY JO HUPPERT(Hollister's Soil Testing&Design) , 224832 Address Dab Ev Telephone Number 28497 King Arthur's Court,Danbury,WI 54830 05-21,2021srevised 07-16,2021 715-426-1775 SR1341330(R07/(31 PropertySHA W,Marion R.(Lot 3) Parcel ID t 020- 1017- 10-220 Page 2 of 4 Ownero Boring 5 Boring 1E] Pit Grand surface elev. 958.30 ft. Depth to limiting factor 92 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIIP in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. 'Eff1f1 'Eff#2 1 0-10 10YR2/2 _ -- . sil 3f-ma&sbk mli ci 2vf-m 0.6 0.8 2 10-25 10YR4/4 -- cl Ifabk&gr mfi cs lvf--C 0.2 0.3 y 3 25-40 7.5YR3/4 — Is Osg ml gw lvf-f 0.7 1.6 4 40-92 7.5YR4/4 -- s Osg ml -- -- 0.7 1.6 Horizon 3 has 5%gr. • Boring# Borirp Pit Ground surface elev. ft. Depth to limiting factor in. soil Appbcatim Role Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIIP in. MuneM Du.Sz. Cont Color Gr.Sz.Sh. 'EMI 'Eff112 Boring 13.3fing N g Groundsurface elev. ft. Depth to Im hng factor in. Pit 1 Soil Appbcafion Rats Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/It in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. •Effltl 'Effa2 •Effluent 11 =BOD,>30<220 mg&and TSS>30<150 mg/L •Effluent#2=BOO,<30 mg/and TSS< 30 mg/L SRO-S1)O(Rut 11) 5r2,,t)21- n1 Dv.iono( — 1 -_'1f C. " ' SOIL EVALUATION REPO c op, Page t 4 J U N 1 4 2021 in acoordanoe with SPS 383,Wo. Adm. Code X ST.CROIX Attach •• • . site plan on paper not less than 8 1/2 x 11 inches in sloe.Plan must include, • not ird1ed10Siwadi alie fd horizontal reference point(BM),direction and Parcel I.D. 020- 1017- 10-220 percent •. usaistarilinegui#eprnggth arrow,and location and distance to nearest road. C pENp W G) PMass pint all information. Reviewed by Data Personal i fonnewcn you crowds may be used for secondary purposes(Privacy w'.It.15.04(1)(m)) ' Property Owner Properly Location ■■ MARION R.SHAW TRUST Govt.Lot - NE 1/4 NW 1µ S 13 T 29 N R 19 E(W Property fawners Meting Address # Block* ' Subd. None or CMS �Kd i n 726 HWY. 12,#102 30fi884 City Stab Zit Code Phone Number aNtaga QTown Nearest Road HUDSON, 1 WI 1 54016 l ( 612) 940-8111 HUDSON 1 MCCUTCHEON ROAD o New Construction tJse1J Residential/Number of bedrooms NK Code derived design flow rate NK GPD ❑Replacement 0 Pubic or commercial-Describe: Parent material SANDY Flood Plain elevations if appireble NA R c'g1eal comments CONVENTIONAL IN-GROUND TRENCHES-0.7 LOADING RATE and reatihmendations: TEST CONDUCTED FOR LOT APPROVAL. NO HOUSE SITE WAS AVAILABLE. I\opc.ty Address:: 840 McCutcheon Rotfd(p' � Isot/�� V 52- (ayc cQ .a So + ` t<5 d 1 1. 1 Boring# ❑ Boring El pit Ground surface elev. 4.54.3,p ft. Depth to limiting factor 90 in. soh Appication Rift Horizon Depth Dominant Color Redox Desorption Texture Structure Consistence Boundary Rook GPD/ff in. Mutual Qu.Sz. Cont Color Gr.Sz Sh. 'Etf#1 *ENV 1 0-9 10YR2/2 - I 3fabk&gr mvfr ci lvf-m 0.6 0.8 2 9-18 7.5YR3/4 - sit 3fabk mfr cr lvf-f 0.6 0.8 3 18-52 7.5YR3/4 - Is Osg ml gw lvf-f 0.7 1.6 4 52-90 7.5YR4/4 - s Osg ml - - 0.7 1.6 some gr 2 goring# ❑ Borrg 100 0 Pit Ground surface elev. qt7.HO ft. Depth to tinting factor in. Sol Application Rats Horizon Depth Dominant Color Redox Desorption Texture Structure Consistence Boundary Roob GPI W in. Mfnsell Qu.Sz Cont Color Gr.Sz.Sh. *Efgi1 `E1fi2 1 0-16 7.5YR2.5/2 - sil 2f-csbk mfr ci lvf-co 0.6 0.8 2 16-33 7.5YR3/3 - sit 2fsbk mfr cw Ivf-m 0.6 0.8 3 33-68 7.5YR3/4 - Is 058 ml gw - 0.7 1.6 4 68-100 7.5YR4/4 - s Osg ml - - 0.7 • 1.6 some gr/cobs Eftertt S1 =BOO.>30 c 220 mglt.and TSS>30<150 mgIL 'Effluent#2=BOD,<30 mg1L and TSS<30 mg& CST Name(Phase Print) CST rsber MARY JO HUPPERT(Hollister's Soil Testing&Design) �� hlr ri 224832 , Address isle nducbd Telephone Number 28497 King Arthur's Court,Danbury,WI 54830 05-21,2021 715-426-1775 SBD-11330(R07/13) Pr SHAW, Marion R. (Lot 3) Parcel ID 020- 1017- 10- 220 Page of 4 ❑ Boring 4 Boring it El Pit Ground surface elev. �.00 ft. Depth to finding factor 95 in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz.Sh. •Efflkl •Eflk2 1 0-10 I0YR2/2 -- sil 2f-csbk mfr ci 2vf-m 0.6 0.8 2 10-33 10YR4/4 — sicl 2fabk&gr mfr gw lvf-f 0.4 0.6 3 33-40 7.5YR3/4 -- Is 0sg ml gw lvf-f 0.7 1.6 4 49-95 7.5YR4/4 -- s Ossg ml -- -- 0.7 1.6 Horizon 3 has 10-15%gr; horizon 4 has some cos& gr. Bonng* BOn^g pit Ground surface elev. ft Depth to limiting factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDf f in. Munsell Qu. Sz. Cont.Color Gr.Sz.Sh. 'PM 1 •EfMf2 Boring# Boring Pit Ground surface elev ft. Depth to l nihng factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPOMF in. Munsell Qu.Sz. Cont Color Gr. Sz.Sh. 'EfhtH •Eff#2 •Effluent/1 =BO05>30<220 mg/L and TSS>30<150 mg/L •Effluent 02=BODS<30 mg/L and TSS<30 mg/L SRI11110(0.07i 111 • Pil 3efLi i1ARIO)J 5t- W— Do- 3 NEL of- TtiE N WY'�,Scc• I' , T2'U, R19VJ O /mow'" of ,-i'J, 6T cpcix co N,1Tiy • y / ,/ & '22> ch N is- / O_ / 5ti oZZN Z% -Itc. • 1.Z I" zo �gi1 0, Z • g T w .. oc 0 o ti � O ° 0 N \ tit) • to / _ � LP1 - L.). 1P1N o :' ift-t s / kr 1 ' u3_ • 1 •• • ,' 263.35' 71 ---- 697.69'---\ 3 At I )0°03'll"W 724.24'�-- ------- 1 N \ I' .� AAA Rn� +,4-� � . if of q • �•i+' L.. r a 1rt ; . Qry y f • ry M➢• t. r A( ?Ai t.' ; � r r 4 '.' , ..£' f ' i`u A.N. ',' 1 • e}` .mot .r . 4 • :;+.1• ...,--• ' •••:-.••• - " . • ..e.. • A -, — "11' • "is X- • jar 1- , • f t` , :. - ••. l 1/ / '_ _fit. • ♦ ;1„. _ ,. _ • • . r. iiiik• ..r- - ,+ . �\ i Yam\ '..411.111111111 �; s 1 . 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