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Home My WebLink About030-2161-14-000 GS1 "Z0I. SOIL EVALUATION REPORT #laao ' p S Deparmert of Saky And Prafessiorc Serv yes Page 1 --f _3 Division of Safety and Bpi dings Geo Tech Soil & Site Evaluation, LLC in accordance wish Cenur 85. `.Nis..Adm. Code Ccurh Attaoh complete site plan on paper not less tnan 8:4 x 11 inches in size. Plan must ' St. Croix include but no? im ted to vertca and hori7drtal reference point r.BMi, direct or and percent slope, scale or dimensions, nortn arrow, and (--cation and distance to nearest road Parcel I.D. o- Z1 Please print all information. Reviewed By Date Pe-sonal irlcrmation you orcaic>_ ray t e used for secordary purposes (Privacy Law, s. 15.)4 ill) (m;). Property Owner Property Location HARTMAN HOMES _ Govt. Lot SIA11/4, SE1J4, S24, T30N, R20W Property Owner's Mailing Address ` r Lot # I Block # Subd. Name or CSM# 744 RYAN DRIVE #102 t 1 14 ORCHARDS OF ST. CROIX Clbi State VZipode Phcne Number City Village 7 Town Nearest Road HUDSON '011 ; 54016 715-377-1555 St.Joseph S 143RD AVENUE New Ccrstruction Use 7 Residential ! Number of bedrooms 4 Code derived design flow rate 600 GPC Replacement Puolic or commercial - Describe NA Parent material GLACIAL TILL Flood plain elevation. if applicable NA ft. General comments Requires a " sand t II mound comp,.-ient Upslope edge of dis:r t lion cel' to be ins:allec alorg the laggad '00.00' ground contour. and recommendations: Maximum basal SLR _ 0.4 (eff #1;. MaxirnLm 18% design slope at *he flaggec contour. ~ f(~Qu~R-~ u, m ~ Er4~ ~r4.~I'2THle'! I Sf F} ~I.tJ Boring F~l Boring # P t Ground sur°ace elev 100.00 't Depth to limiting factor 32 in. Sol Appl cation Rate -1o,izon Depth Dominant Color Redox Descriptor Texture Stl Consistenc Boundary Roots GPJ'f.' in Mursell Gu. Sz. Cont. Cclor Gr. Sz Sn •Eff#1 Ef`r2 1 C-10 10YR 3/2 SIL ! 1 C SBK MVFR CS IF 0.4 0.6 2 10-32 7.5YR 3/4 SIL 2 M-C ABK j MFR GS IF 0.6 0.8 3 32-50 lOYR 3/4 lOYR 5/8 M2D 4!2 SICL 1 C SBK MFR 0.2 0.3 -r P = t WJZ r uT1 Will Boring 2 boring it Pi*. Ground surface elev. 96.90 ft. Ce th to limiting factor 40 in, p Soii Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence 3ounday Rcots GPDift' in. Munsell -Du. Sz. Cont. Co or Gr Sz. Sh -EffA1 •Eff#2 1 0-14 10YR 3/2 SIL 1 M-C SBK MVFR GS IF 0.40.6 2-14-26 13YR 4/2 ! SIL 1-2 M ABK rt MFR GS 1F 0.40.6 3 26-40 7.5YR 414 SL 1 C SBK MFR CS IF 0.4 0.7 4 40-50 7.5YR 4/3 C71,F.5YR 10YR 5i3 SIL OM MFR - 0.0 0.2 3!4 Effluent #1 = BODr> 30 < 220 mg!L and TSS >3. < 150 ~ng;L ` Effluent #2 = BOD- < 30 mgrL and TSS < K mg'L -ST Name (Please Print) Signature: CST Number WILLIAM J. BERGH Address Geo Tech Soil & Site Eva nation, LLC to Conducted Telephone Number 11091 30th Avenue Chippewa Falls. INI 54729 112005 715-577-6838 S:iU-~76iK Il~lll Property O.vner HARTMAN HOP•1FS _ Parcel ID#_ Page 2 of 3 Boring Boring # Pit Ground surface elev. 100.00 ft. Depth to limiting factor >40 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GoDift' in. Munsell Clu. Sz Con'. Color Gr. Sz. Sh. 'Err# 'E`f#2 1 0 9 1CYR 3,12 S_L 1 M-C SBK MVFR GS IF 0.4~ 0.6 2 9-15 10YR 4113 SIL 1-2 M ABK MFR GS IF 0.4 0.6 3- 15-26 7.5YR 4,4 SL 1 C SBK MFR CS IF 0.4 0.7 4 26-40 7.5YR 4/3 FSL OM i MFR 0.2 0.5 Boring F-1 Boring # - Pi' Ground surface elev. ft Depth to limiting factor in. Soil Application Rate I lorizon Depth Dominant Color Redox Description Texture Structure Consistence Botndary Roots GPDrft' in. Munsell Cu. Sz. Cont. Color Gr. Sz Sh. •Ef`#1 •E`r42 Boring F-1 mooring # Pit Ground surface elev. - ft Dept'n to limiting factor in. Soi. Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDift' n. Munsell Du. Sz. Cont. Color Gr Sz. Sh 'Ef`#t I -Eff#2 I 77-1 i i fflaert #f = BCD~> K < 220 mgiL and TSS 30 `_157 rr,q'I Fffl,ient #2 = POD- < 3:} rrc/l. and TSS < 37 m.;~I. the [kpawlivnl ol'5.r.'cty and 1'r,t ~~ional 5er~ i~~~.c i; ar ell n ; ri,nrnurtc <; rice pr.wid:~ .;nd c nplo..er. IfNou need ts!.:an,-e in access servicrs or need material in un a17.,~rnatr fiorma:. con:.:ct tho department at 608-266-31 I or 1 I Y throu,h Rela}. Gec Tech Scil & :ate [val68bOr. LLC (143RD AVENUE CUL`DE SAC) 'FF I N I . I 4 MA Il:)N I;INITA Nr C N TN'.N T14E A r A,i-EC EO L REP CRT IS N0- TC BE JSEC 'r y '0 DETER 0" E THE SLITABIXY ANC,CR DEPTF CF ANY PROPOSEC F0V4DA7104S. I TFISPOwiSCOMPOVEVTISN'OTOESGV=C E IC Rt IFIVE 711E AJOITIOMAL'NI'ER I r. _NERATEO FROM ANY WATER TREATMENT OEVI'Ei C I iLJALE I G 25 w _uAL,,I EEP3F IYISCOV514 CFPTIFIEC S0,L , SCR DES GNER OF ENSINEFRIN(l S'-PT.N£ I CLSTOVER IC Z278190 I 8JILI)MG SEWER MUST COMPLY I WITH SPS M 3C WAC:1111C} I LOCATION OF WELL MILS- COMPLY I WITH WONR CHS. LR 811 & 812 I 19 bENZMARKFIFVA'ION=1000' OAS- OF EITHER FENCEVUSI e LOCATION C- SOIL RORINC13j I~ LOCATION OF SOIL PT;S; I -k NC APPARENT SPS 3QIJ SLNACiS Q D=SCR RED LOCATION 0= LOT LIVE I ® LOCA110110F R JHT-OF-INAY ® CENTERLINE C"CESCRI©EDRCAJ I I 43 I (Icp a) I r `I #2 , R 'I 1 9s.sciI 1 ~ 1 I I I I \ I I R• I n 1;1pC.G1 I I I I I I I R R HOFCCCLMENTS GEO TECH, LLC ORCHARDS OF ST. CROIX sdc:umen:ras:eenda'.blaedJq :s us. J08SITE INFORMATION: ac:ocaHon and o:'ol vene aI us: Thv,efj- tnu, 11091 30T1 H AVENUE NW-SE-24-30-20W HARTMAN HOMES LOT #14 'cl:-Ise,«Irow roN1Ite,;co :al. CHIPPEWA FALLS, WI 54729 ST. JOSEPH TOWNSHIP , ti: >:a: 25TH STREET n, 5 PH: 17151723.5555 FAX: (888;466.8573 HOULTON, WI ST. CROIX COUNTY, WI PLOT PLAN eITlal bu y($wastewalerpres.cern PARCEL DES-^RIGED AS 3.0 AC.