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Home My WebLink About026-1175-09-000 2060 Wisconsin Department of Commerce P-A"11- EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings - in accordance With Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations County Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must St. Croix 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. 026-1175-09-000 Please print all information. Revie By Date i~ Personal information you provide nvacy s. 15.04 (1) (m)). / Z. Z T U ~j Property Owner Property Location Miller HF es Of Hudson, LL Govt. Lot v w4 SW 1/ S 0 T 30 N R 18 W Property ner's Mailing Address Lot # BSubd. Name or CSM# P.O. Bo0 9 Willow River East City St to Zi n e umber _j City I Village a Town Nearest Road Hudson - Richmond 919 131St Ave. 0 New Construction Use: vj Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD I Replacement I Public or commercial - Describe: Parent material Glacial Outwash Flood plain elevation, if applicable na General comments and recommendations: Site suitable for conventional dispersal cell at 0.7 gpd loading rate. Recommended system elev. _ 96.75'. r r rn. l o CO Boring # I Boring ✓ 0 Pit Ground Surface elev. 100.33 ft. Depth to limiting factor 86° in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots *E 1 PD~*Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-16 1Oyr3/2 none sit 2fsbk mvfr as 2fm,1c 0.6 0.8 2 16-24 1 Oyr3/4 none sl 2fsbk mfr cw 2f,1 me 0.6 1.0 3 24-34 7.5yr4/6 none Is 0 sg dl gs 1fm 0.7 1.6 4 34-86 1 Oyr4/6 none gr s 0 sg dl gw - 0.7 1.6 5 86-98 1 Oyr4/6 c2d 7.5yr5/8 s 0 sg dl cw - 0.7 1.6 6 98-112 1 Oyr4/4 c2p 7.5yr5/8 / fsl Om mfr - - 0.2 0.5 75 ~jtv Boring # J Boring 7-6 >112" Rate V1 Pit Ground Surface elev. 1 1.65 ft. Depth to limiting factor in. Soil ApP~tion Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots *E G PD *Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-8 1Oyr3/2 none s1 2fsbk mvfr as 2fm,1c 0.6 1.0 2 8-24 1 Oyr4/6 none $l 0 sg dl as 2f,1 me 0.7 1.6 3 24-30 1Oyr4/4 none gr cos 0 sg dl aw 1fm 0.7 1.6 4 30-45 1 Oyr4/6 none gr s 0 sg dl gw - 0.7 1.6 5 45-69 1Oyr5/6 none s 0 sg dl gs - 0.7 1.6 6 69-112 1 Oyr6/4 none s 0 sg dl - - 0.7 1.6 y - * Effluent #1 = BOO 5> 30 < 220 mg/L d TSS >30 150 mg/64 ' * Effluent #2 = BOD <30 mg/L and TSS < 30 mg/L CST Name (Please Print) 7 CST Number James K. Thompson 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 12/15/2006 715-248-7767 • Property owner Miller Homes Of Hudson, LLC Parcel ID # 026-1175-10-000 Page 2 of 3 $ Boring # J Boring ❑ 01 Pit Ground Surface elev. 98.37 ft. Depth to limiting factor 90" in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots "Eff#1 "Eff#2 in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 1 0-10 10yr3/2 none sl 2fsbk mvfr as 2f,1m 0.6 1.0 2 10-24 10yr5/4 none SO 2fsbk mvfr cw VIM 0.6 0.8 3 24-34 7.5yr4/6 none is 0 sg dl ga 1fm 0.7 1.6 4 34-90 10yr4/6 none gr a 0 sg dl gs - 0.7 1.6 5 90-103 10yr5/6 fad 7.5yr5/8 s 0 sg cil - - 0.7 1.6 1-7 Boring # J Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Sol Application Rate F-1 GPDW Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots =Eff#1 'Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. F-1 Boring # J J Pit Boring Ground Surface elev. ft. Depth to limiting factor in. Sol Application Rate GPDW Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roofs *Eff#1 *Eff#2 in. Munsd Qu. Cora. Color Gr. Sz. Sh * Effluent #1 = SOD? 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = SODS S30 mg/L and TSS <,30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (807/00) A.C.E. Soil & SRe Ev8kgfdM ■ so,% edctfua,6;, ,/a el 131 .5w%y s"vVq Sec, 30 T. 3CII, I~ ~t 5•b- e c~ O S6 ero~X Co; ~i. i sa gB.sO A#raX. /v ca,,6-oi o { /Jan d,-. area \ ~•w.L . boc.r day 9670', - -QfnLh YVlai'k: 4a:l in . if u ,~UO,cm" 9R'so' o -A~E.B To y "~C6d~ / e, 4A Elc~' : 99. ~o' 83 - ~ i Uv. so ' N - - ion. so' r - / / ' 82 ~D P"iY• ke~~ ~ O~. • 0' P~.3or3 ~-i ~ r SOIL EVALUATION REPORT Page of Ylfisoonstn Department of Commerce D•rvision of Safety and Buildings in accordance with Comm 85. Wis. Adm. Code c Cw* .51 Attach complete site plan on paper riot less than 81/2 x 11 inches in size. Plan must Include, but not limited to: vertical and horizontal reference Point (BM), cdfi on and Parcel I.D. to nearest road. Date Percent slope, scale or dimensions. north p~r~ R 'awed by Please print SH Iflag M/ ED Personal Wor"I you Pr'o'ms n"_Vmw for secondary PirPOEeS (Privacy L-. .15.04 (1) (m))• ProperiYa aN 5 2003 30 114 19 '.3 1 T d N R U E( W W N u3 IN Block IN Subd Nagwor C" 0 ItJiO OFFICE _ !rA U-e4 l) JA, 6w Property Owner'sM> g Address 'jam 2Code Phone Aharaber ❑ City 0 T Road Code derived design flog rate GPD New Construction Use Resider>tial / Number of bedrooms ❑ ❑ Replacalvient public or cornlywcial - Describe: NI Rood lion if applicable it. Parentmaterial (f G~ clamw comments and moommendabOM 51,e-^,, e- teljex:~(~ Boring # Bonng a Pit Ground surface Blmr&, - tt Depth to tirni factor in. Sol Rata i► I a Rants E~ Texture Structure Cow Boundary G Horiaon Depth In. Munsell Qu. SzSz Cont Color Gr. Sz. Sh. `01111 'Eif#2 r `o 3~ 4 G soft y-~ Soft Rate Bo" # ✓ ft Depth 9 factor in. Pit Ground surface env. Consistence' Boundary Roots GPO/fP tr,. Murrsea Texture StnrcWre Flor~ora Depth DoI f LSz ConColor Gr. Sz Sh. *M1 vy) . ~ . to b 3 Z S L a rr>c r c S 2 • v Z Jf s/ S~ am r n a Z ~ 92.so' 3o~G G < and TSS >30 15r . flit #2 = ~ = 3o wot and TSS 30 mg1l. . Eflkient _ ~p > 30 _220 mg1L _ ~CST Number CST ( ~ Address Date Evuation Conducted Telephone Number 10 y . Soil Test Plot Plan Protect Name David Railsback Shaun &#226900 Address 845 133rd Ave New Richmond Wi 54017 Lot 9 Subdivision Date 12/12/02 SW/NW S41 W/NW1/4S 30/31 T 30 N/R 18 W Township Richmond County ST. CROIX R Boring Q Well PL Property Line BM or VRP Assume Elevation 100 ft. Top of Survey Iron System Elevation 92.5/89.0 *HRPSame as Benchmark Alt. BM Top of Steel Fence Post @ 104.0' Please Note: Tested area may not be suitable for desired building area. Check system location before B. M. B.M. excavating. Soil test was done to satisfy 45' Zoning Requirement. Property L' 20' 303' B-1 Property Line 90' B-2 N 5' 95' o B-3 93' r 13% 91' Slope Property Owner Parcel 10 # Page of 3 Boring # ° Boring Ground o pit Gtound surface elev. ff Depth to limibn9 factor in. F-E Application Rage Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots DW In. Munsell Qu. Sz. Cont. Color Gr. Sz- Sh. `Eff#2 0 3 SC 2 r rrl ~r S m s• 2 - L s ~ s~ a r C iF ,8 30/6 L oring # ❑ Boring ❑ B ❑ Pit Ground surface elev. tt. Depth to lirniting fader In. Sod Rate Horbw Depth Do ninaM Color Redox Description Texture Stnrclu a Consistence Boundary Roots GPDW `EtT#2 EfW1 In. Munsell Qu. SL Cont. color Gr. Sz. Sh. a Boring # ❑ Boring ❑ Pit Ground surtace elev. ft. Depth to Wn&V factor in. Rate Sol Application Horizon Depth Dominant Color i Redox Description. Texture Structure Consistence Boundary Roots GPQ fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `EB#1 `011112 Effluent #1 = BOO, > 30 220 n4l. and TSS >30 150 Mg& ' Eftluent #2 = BODO 30 mgt- and TSS = 30 mgtL The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. sauaaw(e. W