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Home My WebLink About030-2161-17-000 (2) C St - 'Lal~ 6( b SOIL EVALUATION REPORT #2806 S P Department of Safey and Pmfessiora Serv --es Page 1 of 3 Division of Safety and Bji dings Geo Tech Soil & Site Evaluation, LLC in accordance ~.vitfl~~EfVESn. Code County Attach complete site plan on paper rot less Char 81/, x 11 ruches in size. Ian must St. Croix include but not limited to vert 'cal and horizonta reference point ;BM), di,ection and - percent slope. scale or d mensioris, north arrow, and location 5T plistprtt C1.5i rest road. Parcel I.D. Please print all information. JJCCtf L ~'7 Reviewed By Date te Pe•sona irfc,matior you proode may ce used for seconcary f _ pi. prs C3Rt96Q~C~UI~1 'r 1) ;m}j a,06' 70 l Property Owner e ;Location ~C HARTMAN HOMES Govt. Lot SW1/4, SE114, S24, T30N, R20W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 744 RYAN DRIVE #102 17 NA ORCHARDS OF ST. CROIX City State Z p Code Phone Number JI, City ^ V Ilage J Tc.vn Nearest Road ) `i 4) a 5 ` S HUDSON WI 54016 715-377-1555 St.Joseph New Construct or Use Residential i Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: NA Parent material GLACIAL TILL Flood plain e'evation,,f applicable NA ft General comments Original site partially {illed/compacted Recommend a shallow non-pressurized conventional POVV'TS in the area of borings 4, 5 & 6 and recommendations: Install trerches Maximum SLR = 0.4 (off #1}1 c L'~ s I (4 0 ~~7~ rf~ Y ~G s ,v~ r y sru F Boring 1 Boring # Pit Ground surface elev. ft. Depth to limiting factor 16 in. Soil Application Rate, Horizon Depth Dom,rant Color Recox Description Texture Structure Consistent Boundary Roots GPDM' in. Munsel! Qu. Sz. Cont Color Gr. Sz. Sh. ' •Eff#1 -Fff#2 1 0-5 10YR 3/2 j SIL 1 C SBK --MVM CS IF 0.4 0.6 2 1 5-9 IOYR 4/3 SL 1 C.SBK / MFR GS IF 0.4 0.7 3 9- 6 7,5YR 3/4 SL-, 1 C SBK MFR GS IF 0.4 0.7 F-D C2, . lOYR GRSL OM MFI 0.2 0.6 4 16-30 5YR 3-4eA 7 7.5 Boring F2 Boring # Pit Ground surface elev ----'t Depth to limiting factor 19 in. 'Soil Application Rate Horizon Depth Dominant Color Redox Descript cn Tenure Structure Consistent Boundary Roots GPD!ft' in Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •5f#1 -Eff#2 1 0-9 lOYR 3J2 SIL j 1 C SBK ~'uI r CS 1F 0.4 0,6 2 19 lOYR 4/3 SIL 2 JA- MFR GS IF 0.6 0.8 3 19- 7.5YR 3/4 M2D 10YR 5/3 1 C ABK MFR iF 0.2 0.3 _ 10YR 5,18 i Effluent #1 = BCD 30 < 220 ma/- and TSS >30 < 1,5:7 mg!L Effluent #2 = BCD. < mg!L and TSS 1.30 mg!L CS` Name ;Please Print) Signature CST Number 0111 William J. Bergh 227819 Address Geo Tech So I & Site Evaluation, LLC ate valuation ed Telephone Number 11091 30th Avenue Chippewa Falls. WI 54729 9 5r2C15 715-577 6838 Properly Ovmer HARTMAN HOMES _ Parcel ID # Page 2 of 3 j Boring F3]Bori,ig # Pit Ground surface a ev ft. Depth to limiting factor 20 in. • Soil Application Rate Horizon Depth Dominant Color Redox Description Texture SYucture Consistence Boundary Roots GPDIft' in. Mansell Qu Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 11 IOYR 3/2 SIL 1 C SBK MVFR - IF 0.4 0. 5 2 11-14 IOYR 4/3 SL 1 C SB-K- y " MFR GS 1F 0.4 0.7 t 3 14-20 7.5YR 3/4 S 1 C SBK MFR GS IF ' 0.4 0.7 4~ 20-30 \YR 3-4/4 C2,F-D IOYR - 2 GRSL OM ME if 0.2 0.6 Boring 4 goring # Pit Ground surface elev. 100.50 ft. Depth Ic Igniting factor >90 in. . - Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPOM' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'tt •Eff#2 1 0-9 lOYR 3/3 ;IL-SICI 2 M SBK MFR CS IF 0.4 0.6 2 9-19 7.5YR 3/3 SIL 2 M SBK MVFR-FR CS IF 0.6 0.8 3 19-80 7.5YR 3-4/4 LS-SL 1 M SBK ML-VFR CW IF 0.4 0.7 I 4 80-90 5YR 3/3 SCL OM MFR-F1 0.0 0.0 I Boring Jlr Boring # - Pit Ground surface elev. 100.20 ft- Depth to lintitin9 factor >80 in. Soil Appl cation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary 11 Roots GPD;ft' n. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. Eff#1 •Eff#2 1 0-7 10YR 3/3 SIL - - 2 7-22 7.5YR 313 SIL 3 22-60 7.5YR 3/4 LS-SL - I I Fffluent #1 = BCD`, 30 < 220 rrn+L and TSS --30 50 mgI Effluent 112 = BOD_ < 3' rrr.rL and TSS < 33 n-vL The Ge^a 'Wren[ 0!'S, tety aril Proles;icral Scrr:cc c is an eq.tai ollpnrtunlh ice pi,-JJ,r ~,nJ entplowr. lfyou need a.;si;i;ince to acces, ;er%ice; or nerd material in ;in alicrcare f'nrmat, contact the department at HiN-2-66-3151 or 111' throagh Re;ay. r,t R I I 1 1 rr,; TCCF Soil , $itr Fvzli ndion, I,," Proper/ Owne• HARTMAN HOMES Parcel ID # Page 3 of 3 Boring F 3oring # S Pit Ground surface elev. _98.50 ft. Depth to limiting factor >80 in r Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIft' in. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. 'E3#1 •Eff#2 1 0-4 10YR 31/2 SIL - 2 4-14 7,5YR 3-4/3 SIL 3 14-80 7.5YR 3/4 LS-5L i i i Boring Boring # Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence' Boundary Roots GPDV in. Munsell Qu. Sz Cont. Color Gr. Sz. Sh. 1E11,41 •Eff#2 i i I Boring Borng # i Pit Ground surface elev ft Depth to I miting factor in. Soil App ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlff in. Munsell Qu. Sz Cont. Color Gr. Sz. Sh. 'Fff#1 'Eff#2 i l I i I ~ ' Effluert #1 = BODE, K < 220 rrg,'L and TSS -30 --1,50 mgi~ ' El tent 92 = BOD5 < 30 mg1L and TSS < 30 mgA. Me Ucpartmcail o[ Sulel~ and N:~ I°:;sional Sen iccsc i~ ;III equal oppn:.uait~ pro', der and emplovc- I'vou reed rtsst;tawe to tcc cr:icr o- nCC,I :n<:r.r al in 9I1 IJtCllNatC limnat• :o:ltact tFro departnrc:il :+l ON-?(1G-i l l or l I N thrautih Rcl: :iltU A..1, T•:. R. 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JOSEPH TOWNSHIP Geu'e[n, _LC U'iaucrc-: ux sCi:. sn-c PH: (115571-M8 FAX (898)466-,:-72 PLOT PLAN rasoo-sb D!; cl he u~a.tM _a]uszi elra': billy;cwastewalerpros.com HOULTON, WI ST. CROIX, WI "ARCt'_ L'~tSC i P-D AS 7 8 A:_: L a CL J L O E O J '.D dl co N C Y7 c0 00 d ` U e- O U~ z f ~ E n s +vo ~',n a s° E r,~j p 11 d V N L r' Ia x u W Cn p co ,n C v a C q m to Km Z Q c~D C F C x N R 7 / x D ix 11 W CL T to m O * W Q c~ to co to n Q `L < ? a 2 2 z W U Z ~ ' C7 J F- rl i \ 1 l` JJ. d. - tl~- `ll l . G=j CD r_ \Jl\ ~W~ae TV o~ Co _ ~ rt v; ' Y p } a ,r < z a r n ~z Sri}{ uu~y,u So LO t U ti L (n I`~ j N ~ 1 W W S u. J 1 , C fi) G v Y M V C lJ I 'Ti wVi f7' ~ ~ L• C lJ J - rnN OZ YwO~I=JOw = Ow z° aNZZ Y°z? Z ` S - ?x O ~~O~arOOJC w c~ 9~ at ='..'~as~~s~ Rl O ~mOO Z~O~ ~ ~ FEUSEOF000U~NTS GEOTECH, LLC t-HAROS OF ST. CROIX WUeu JOBSITE INFORMATION: Ihsdocunwnl Paabeendove for aW": 11091 30TH AVENUE ri HOMES SW-SE-2430-20W cat 6e t*us used not lcs general oaten The,efvedmae HARTMAN not wttauthe wrrttenapaaalor CHIPPEWA FALLS, WI 54729 25TH STREET 5T. JOSEPH TOWNSHIP LOTX17 Gee Tech, _LC Unamoveduse sdwsae PH (715577.6838 FAX. (888466-8573 HOULTON, WI ^ r RQ~Y w~ PLOT PLAN n IwnuhilNnrtnunn,.twizeduser email billyxdwastewaterpros.com PAPf'FI nFFCMIRMAS % +Ar.