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Home My WebLink About030-2161-12-000 (2) C S - 2 ot~l~ oil SOIL EVALUATION REPORT 41882 S P S Deppiment of Safety and Prc'essional Services C`y 1VED Page 1 of 3 Division c' Safety arc Buildings G Geo Tech Soil & Site Evaluation. LLC in accordance wish Comm 85 Vv'is. Adm. Code County Attach complete site plan on paper not less than 8/z x 11 inr m size ~ust St Croix include, but not limited to vertical and horizertal reference R~ i) tB1411 ~d and percent slope, scale or dimensions, norm arrow:, and Icca,ion and distance *,o nearest road parcel I.G. Please print all information. ST CROIX GoUtM Reviewed By Date E. NT F,ersoral information you orovide ray be used for secor.laryi eoiillj~ iTn"J SQ5.~~ i 11 - - 3- 1~ P^ope,ty Owner Procerty Location HARTMAN HOMES Govt. Lot NW114, SE1/4, S24, T30N, R20W Property Owner's Mailing Address Lot # Block # Subd. Name or CSIV'# 744 RYAN DRIVE 4102 12 ORCHARDS OF ST. CROIX City State Zip Code Phone Number City Village Town Nearest Road HUDSON VVI 54016 715-377-1555 St.Joseph IQt 143RD AVENUE Nev Construction Use Residential i Number of bedrooms 4 Code derived design flow rate 500 GaD Replacement Public or commercial - Descrioe: NA Parent material GLACIAL TILL Flood plain elevation if applicable NA ft. General comments Requires P. 6" said `ill mound domporent. l pslope edge of distribution cell to be installed along to flagged 10',.00 ground con;ou', and recommenda*. ions: Maximum basa S_R = 4 leff:0, Max mum 18'% design slope at the flagged cdn;our. l LL v~ l~ Si ~ ~ ti7 ~1J ~ •~2 n~ ~ Sf}.v"I lJf~~' ~S c1A ni Cr . F 17 Boring # Boring Pit Grouno surface elev. ft. Depth to limiting factor 28 in 5~i' Application Rate Horizon Depth C'orninant Color Redox Description Texture Structure Consistent Boundary Roots GPDift' in. Munsell Qu Sz. Cont. Color Gr. Sz. Sh. •Eff#2 1 0-9 1OYR 4/3 5IL 1 M SBK ~1aFFtt' l GS 1F 0.4+ 0.6 2 -28 10YR 4112 SIL 1 -A6K MFR GS 1F 0.4 0.6 3 28-36 7.5YR 4114 C2D 7.5YR 5,15 1 M SBK MFR GS 0.2 0.6 10YR 5/3 i I i Boring Fil Bdr,ng # Pit Ground surface elev. ft. Depth to limiting factor 34 in. Soil Application Rate Horizon Depth Dominant Color Recox Description 'Texture Structure Consistence Boundary I Roots GPD;W in. Munsel Qu. Sz. Cont. Color Gr. Sz. Sh. E`f#1 Efffl2 _ 0-8 13YR 312 SIL -1-M SBK GS 1F 0. 0.6 i 2 8- 10YR 4i3 LOAM ABK MFR GS iF 0.4 0.6 3 16-34 YR 414 ICL 1 M SBK MFR GS - 0. 0.3 4 34-56 7.5YR 3 5YR 5/6 FSL OM MFI .2 0.5 No.4 with some cobbles. Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg.'L Effluent #2 = BOOS < 30 m and TSS <.30 g ,'L CST Name iFlease Print) Signature: CST Number lNilliam J. Bergh ! 227819 Address Geo Tech Soi & Site Evaluation, LLC 6a, ralu tion ed Te ephone Number 11091 30tn Averi Chippewa Falls,'J~.`I 54729 5/2015 715-577-6838 Procertyowner HARTMAN HOMES Parcel Ir'i# Page 2 of 3 F ` Boring 3 ]Boring # Pit Ground surface elev, f:. Depth to limiting factor 27 in. Soil Application Rate Horizon Depth Dominant Colo Redox Description Texture Structure Consistence Boundary Roots GPD?ft= in. Munsef Qu. Sz. Cont. Color G•. Sz. Sh •Eft#1 'Eff#2 1 0-9 10YR 3/2 SIL 1 M SBK N1VFR (55-- .4 0.6 2 7 ` 7.5YR 413 LVFS - ~11- 'MVFR GS IF 0.4 0.6 3 27-66 7.5YR 4/4 C2D 7.5YR 516 I ESQ OM MFI - 0.51 1.0 I - w cobbles. KOA Boring Pit -roind surface elev. 100.00 ft. Depth to limiting factor 36 in. . Soil Appl cation hate Horizcn Depth Cominant Color Redox Descript or Texture Structure Consistence Boundary Roots GPDM' in. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. 'Effu1 •Eff#2 1 0-6 IOYR 2-3/2 SIL 2 F SBK DSL GS 2F-M 0.6 0.8 2 6-17 10YR 4-5/3 SIL 2 F SBK DISH GS 1F-M 0.6 0.8 3 17-24 7.5YR 3/3 GRSL 1 C SBK DH CS IF 0.4 0.7 4 24-36 7.5YR 4/3 GRSL OM i ME CS 1F 0.2 0.6 5 36-40 7.5YR 4/3 C2D 10YR 6/3 GRFSL OM ME 0.2 1 0.5 I Boring Boring Jr # Pit Ground surface elev. 96.60 ft Depth to limiting factor 30 in Soil Application Rate Horizon Depth Dominant Color Redox Descr ption Texture Structure Consistence Boundary Roots GPDM2 in. Mursell Qu. Se. Cont. Co'or Gr. Sz. Sh. 'Eff#1 -Eff#2 1 0-4 lOYR 3/2 SIL Z F SBK M11VFR CS 3F,1C 0.6 0.8 lOYR 4/3 SIL 2 N1 SBK MVFR GS 1F-M 0.6 0.8 2 j 4-13 i - ' 3 13-22 7.5YR 4/3 GRSIL 2 C SBK MVFR GS 1F-M 0.6 0.8 4 22-30 7.5YR 3/3-4 GRSL OM MFR CS IF 0.2 0.6 C2D 10YR 51 5 30-40 7.5YR 3/4 7.5YR 5`8 GRFSL OM MFR - 0.2 0.5 No.3 with IOYR 6!3 clay skins on ped faces. Effluent #1 = BOD;> 30 < 220 mg,'L and TSS >30 -150 -ng;L " Effluent #2 = BOD_ < 30 mglL anc TSS 30 mg.1 I he Dgvi-tmcnt of SafCly :uld Prcfc~sional cry iccsc is an equal op?ort.uni'.•, scr%ic.: pro_ ider an-,; vii-plover, If %o'.t nca'. assistance try accca :er~'.cet. OF nC~:C malarial ;n ,In ,horn:rte :r~rn it. candle the JL: r%v'aucnt ut 61"IS-260-1° I or IY llf-.rnu-,,`i Relak. 5:111 `:--c-i(-'. ii 'Il) Geo teen S,A,, Site Lvaluaticn, LL,- Droperty Cwner HARTMAN HOMES Parcel ID # Page 3 of 3 Boring F6 Boring # 1 Pit Ground surface elev. 100.00 ft. Depth to limiting factor 30" in. - Soil Application Rate Hcr.zon Depth Dominant, Color Redox Descr ption Texture Structure Consistence Boundary Roots GPDft' in. Mursell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff*l -Eff#2 1 7 0-6 IOYR 2-3i2 SIL - - 2 6-17 10YR 4-5/3 SIL t - - 3 17-30 7.5YR 3/3 GRSL - - 4 30-35 7.5YR 4/3 GRFSL - - I I I Boring Poring # ?it Grourd surface elev. Depth to limiting factor in. So.l Application Rate Horizon Depth Dominarrt Color Redox Description Texture Structure Consistence Boundary Roots GPDlft' in. Munsell Qu. Sz. Cont. Color I Gr. Sz. Sh. E`f#1 •Efflt2 i ' I Bor rg Boring # Pit Ground surface a ev ft. Depth '.o uniting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDft' in. Munsell Qu. Sz. Cort Color Gr. Sz. Sh "Er1tt1 "Ef#2 I i I Effluent 41 = BCD 5> 30 < 220 mgiL and TSS >30 <150 mglL " Effluent #2 = BODS < 30 mgiL and TSS <30 mgiL The Department of Satety and Professional Servicese is an equal opportunity service provider and employer. If you need assistance to access services or need material in an aLcrnute k?nnut. contact the department at 608-266-3151 or TTY through Relay. SGD-8: +i Trsi ',R 'rl I i Gm Te:.•i Sail & Ste Evaluatoon, LLC a {.v= _ a ~w o LLz~ w K~ 0 y > z v 3 g v, z z rn ° - - r-' vk \,0 - Cis v ' LU Ljj a LLj W 0 2 ~~\Q1\,~\ U ~C Q ~ p x 3 0 J O~ ~t a Jtir) T ~7 ~ f ~ Ol w U z Q Lu c!~ 7 W ao ~ J M v U G=j C g ~ Y Y a~ L'Ii` p'oe 8UN p>c V_ V C l'1 t J Q W i I- V N m ? aw~ ~ ~Fi ~ C ~ K OZC-' ~LOJ Z ss 3 f z 0o WW? O~ <t„ ~ r W U ~i Z~ V )tO~? aZi rWLL a OowpnwnLLpw rc ~C L ~ 2 3 .l~Z L6_ W ~t r~~o iWk' ` O _s pC pa m~~ 5 ~ Q~ ^ ~ ti H =WH- y- Q~ W yn~oy z v ~zc~1) E7©O aas_ ~F succ+atv GEO TECH, LLC ORCHARDS OF ST. CROIX This dx,-wnt has rron ae+riosc tx 8 ":m: JOBSITE INFORMATION: :pp'I:atu-a~nl Ana it ge-era ~.ra Tnn•e:rn rtmay 11091 30TH AVENUE HARTMAN HOMES $W5E-24-30-20W otoe.sed nd-cutthe. tte wvrc~aiof CHIPPEWA FALLS, WI 54729 LOT #12 9eo Tech, L.C 'J na;po:eduw,1'-- PH 1715577-6838 FAX, t888)1466.8V3 143RD AVENUE ST. JOSEPH TOWNSHIP PLOT PLAN nstdc'rofi+math n mouse email 6illyg,.a5tewatcrproscdm HOULTON. WI ST. CROIX, W1 PARCEL DESC;IEEDAS 7.8 AC.