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HomeMy WebLinkAbout030-2161-10-000 (2) CST - 1,01q-609 - SOIL EVALUATION REPORT #1884 S F S Deparl nere of Safety and Prc'essioral Sera aes Page 1 of 3 ` Division c` Safety arc Buildings Geo Tech Soil & Site Evaluation, LLC If in accordance w,th Comm 85, Wis. Acm Code County Attach comple'e site plan on paper rot less than 8Y: x 11 inches in size Plar must St. Croix include. but no' imited to vertical and horizontal reference point (31M), direction and percent slope, scale or d mensions north arrow, and locaticr and distance to nearest road. Parcel I D O D- l-lli'd00 Please print all information. Reviewed By Date Pe•sona irfermatior you provide may be used for secondary purposes (Privacy Law. s- '5 04 (1} (rr)i. I(eA`G Property Owner Property Location ri' C~ S HARTMAN HOMES Govt Lot NW114, SE1/4, S24, T30N, R20W Property Owner's Mailing Address 6 Lot # Block # Subd. Name or CSM# 744 RYAN DRIVE #102e 10 ORCHARDS OF ST. CROIX City Stwe 2ipC~ode Phone Number - City _ Village C Town Nearest Road HUDSON WI 54016 715-377-1555 St.Joseph 'qy 25TH STREET New Construction Use Residential! Number of bedrooms 4 Code derived design flow rate 600 GPD Replacemert Puclic or commercial - Cescribe NA Parent material GLACIAL TILL Flood pla,r elevation, if applicable NA ft. General comments Requires a i3' sand f'll mound component. Ucslope ecge c` distribution cell to be installed along the flagged 100.00' ground contour. and recommendations: Maximum basal SLR. = 0.4 (el axinum 12% design slope at the logged contour. w ~ ukLV,~ ~JTV u R N 1D U ~F- ER-rn l r E~~ i2is~- she, r~ t? Y lssL. Arc-G- Boring ~ S~ Qol2/AtI, 3 ViSld 7D Q.E~v►MME/~~ED tZ'E✓• Pk&OF CA~'~GST. 17 Boring # Pit Ground surface elev. 100.00 ft. Depth to limiting factor 33 n. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots G_PD!ft2 In, Munsell Qu Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 1 0-9 IOYR 3!3 LOAM 1 C SBK MVFR i CS 2F 0.4 0.6 2 9-14 10YR 4/4 LOAM 1 C SBK MVFR-FR GS IF 0.4 0.6 3 14-33 7.5YR 3/4 FSL 2 M ABK MFR GS IF 0.4 0.8 4 33-50 7.5YR 314 1 C3 lOOYR -S 5 6 4 -8 5;3 FSL 2 M ABK MFR-F1 0.4 0.8 , I i i Boring # - Boring Pit Ground surface e ev. 98.00 ft. Depth to limiting factor 32 in Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD!ft2 in. Mursell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 •Eff#2 1 0-12 10YR 3/3 LOAM 1 M SBK MVFR CS 2F 0.4 0.6 2 112-24 7.5YR 4/4 SIL 1 C SBK MFR GS IF 0.4 0.6 3 24-32 7.5YR 4/4 FSL 2 M ABK MFI GS 0.4 0.8 4 32-59 7.5YR 3/4 C2D 7.5YR5/8 SL OM MFI - 0.2 0.6 7,5YR 5,?4 I I Effluent #1 = BODS> 30 - 220 mg!- and TSS >30 < 150 g!- " Fftluent #2 = BODE <30 m and TSS < 30 mg!L CST Name (Please Prat) SignatLre: CST Number DANIEL L. STOIBER Address Geo Tech Sod & Site Evaluation. LLC Dat valuation Co uctee Telephone Number 11091 3'th Avenue Chippewa Fal,s• WI 54729 12005 715-577-6838 ~li'J-n1i,R :lll I PropErty Owner HARTMAN HOMES Parcel ID # Page 2 of 3 Boring 114 F3 # [ P t Ground surface elev 100.00 ft. Depth to limiting factor -AX in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence' Boundary ' Roots GPDW in. Munsell Qu. Sz. Cont. Color Gr Sz. Sh. i •Efffl •Eff#2 1 0-8 10YR 3/2 LOAM 1 M SBK P-1VFR CS 2M 0.4 0.6 2 B-14 10YR 4/3 SIL 1 C ABK MFR GS 1F 0.4 0.6 3 14-36 10YR 4/6 SIL 0M MFI GW - 0.0 0.2 4 36-52 10YR 3/4 C2D 7.5YR 5/6 SIL 0M MEFI 0.0 0.0 Pik oil ZS -IS Z T)46~i " s l )-IAA I,Uv A ~T 1b vi sc- c,m~ Boring G T-o Bering # ?it Grourd surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Textu e Structure Consistence Boundary Roots GPD(ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Effzt •Efttt2 I Boring F7 Boring # Pit Ground surface elev. ft. Depth to limiting factor in. Soil Appl ca,,ion Rate Horizon Cepth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDJft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Efful •E"2 ' I Eff Lent #1 = BOD > 30 < 220 mg,'L and TSS >K <150 nig,L ' Effluent #2 = BCC< < 30 mg!L and TSS <30 mg/L Eno Deparimety of afcu and i'rotc~;iwial Services: is i:i cquul o pportur itN serv ice pro\ ider anal ornploycr. ll .ou need assistance to access services or need material in an alternate forinat, contact the department at 608-206-3 151 or TTY through Relav. Gee Tech Sod & Site Eva uatlon, '-LC chin-5~us'LrsrlR 11 rlil fir) C'TH FOR POYI +r`1 (100-Jj t~ _ #3 (100.0) #2 (98.00) R N W' E S SALE C 25 50 W LUAU , 3EFGH NISCONSIN C=R-F,FC SOL TESTEP DFFCNFP. OF FNGINFFP.ING FeSTFMS aJSTCWzR D2278'E~ BUILDING SEWER MUST COMPLY WITH SPS 382.30 WAC 111;i C1 LOCATION OF WELL MUST COMPLY WITHWDNRCHS.NR911&812 nc WMNAnDNCONTAINEDAT'HiN-HE ATTACHEC SOI_ REPWRT IS NOT -0 BE USED 6CNUHtAARK C__\';, T'ON = IOG.J TO DETERMINE THE SUIT48 UTV MOOR DEATHOFA" PROPCSEDFOJNDATICNS. - RASE OF EITHER FFNEF~OST o LOCATION O= SOIL 30RINGIS) THIS PORTS DDMPCMENT IS NCT DH AGNHD LOCATION OF SOIL P T;S; RHr.T vH T-If . ACrmavAL WATER # NC APPARENT SPS 32443 SETRAr {S r,ENERA-E7 FRCM ANr WATER -REATMEVT ® DFSCRIRFO I OCATION OF I OT I IVF DEV'CES ® LOCAIION01- RGHT•OF•'AAY © CENTERLINE OF CESCRIFED R^,AD REUSE OF DOCULIFNTS GEO TECH, LLC ORCHARDS OF ST. CROIX TmS dccumrl vs bean cure Cped IcT a s:na^r JOBSITE INFORMATION: 11 D91 30TH AVENUE NW-SE-24-30-20W s:pli:aro-ancr»:IbrGe-sralusr 'ne'ekreitmaf HARTMAN HONES LOT #10 nl•. be Deed%vrn.A the w annappmm d CHIPPEWA FALLS, WI 54729 25TH STREET ST. JOSEPH TOWNSHIP Ceo -ec- ,IIC. Unappm~edweslhev_de PH-(7151723.5555 FAX: 8881466.8573 PLOT PLAN x,ut_FiY,crB"e aumoi xJwa ( HOULTOKWl ST. CROIX COUNTY, WI email bi ly(twastewaterpros.corn PARCEL ;ESCRIBEE 43 3.OAC