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Home My WebLink About030-2161-01-000 (3) L5T- Lv(c~_ von SOIL EVALUATION REPORT #2790 S p s ' Department of Safety and Pro`essional Services Page 1 of 3 Division c` Safety and Buildings Geo Tech Soil & Site Evaluation, LLC in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8'G x 11 inches in size. Plan must St. Croix include, but not limited to. vertlca! and honzonta reference point (BM) d,rection and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Please print all information. 030 - Z! i'ol - O/-voce Reviewed By Date persoral information you prcrice may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)', fZA I L- , NT-0 I Al P,operty Owner Property Location HARTMAN HOMES _ Govt. Lot SW1/4, SE1/4, S24, T30N, R20W Property Owner's Mailing Address I y Lot # Block # Subd. Name or CSM# 744 RYAN DRIVE #102 1 NA ORCHARDS OF ST. CROIX City State Zip Code Phone Number City, Village Town Nearest Road HUDSON Will 54016 715-377-1555 St.Joseph IU 25TH STREET [ New Construction Use I : Residential; Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: NA Parent material GLACIAL TILL Flood plain elevation, if applicable NA ft. General comments Regkes air 11' sand fill mound comporent. hpslope edge of distribution cell to oe installed along the flagged 100.00' ground and recommendations: contour. Maximum asal SLR = 0.4 (eff#1;. Use 10% Cesign slope at flagged contour. -t IHAr( N9C- 7D EQat~r=3 SIB scr.2~~( ~,,g.tlp F~-~-miT ~-2 1~R+9/.~1RbECRS~r►tE~ u 1 Boring Boring # Pit Ground surface elev. 100.30 fi Depth to limiting factor 30 in, Soil Applicaton Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDMI in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. "Ef`#1 'Eff:2 1 0-7 10YR 3/2-3 SIL 2 F SBK MVFR CS 2F,1M 0.6 0.8 2 7-16 10YR 4/3 SIL 1 C SBK MVFR GS IF 0.40 0.6 3 ! 16-30 7.5YR 3/4 I SCL 2 M SBK MFR GS IF 0.4 0.6 4 30-40 5YR 3/4 F3F SYR 5/8 GRSCL 0 M MFI 0.0 0.0 10YR 5/3 I ~ to P ~Sr.~-& ~ s Fi-1 Roring # Boring . Pit Ground surface e'ev. 98.50 ft. Depth to limit'cg factor 25 in. Soil Application Rate Horizon Depth I Dominant Color Redox Description Texture Structure Consistent Boundary Roots GPDJt7 in Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. "Effk1 "Etf"2 1 0-7 10YR 3/2-3 SIL 2 F SBK MVFR CS 2F,1M 0.6 0.8 2 7-21 lOYR 4/3 SIL 1 C SBK MVFR GS IF 0.4 0.6 3 21-25 7.5YR 3/4 SCL 2 M SBK MFR GS IF 0.4 0.6 4 25-33 5YR 3,14 C2D 5YR 5/8 GRSCL 0 M MFI - - 0.0 0.0 10YR 5/3 Effluent #1 = BODS> 30 < 220 mg;L and TSS >30 < 150 mg/L " Effluent #2 = and TSS <.30 mq,L CST Name (Please Print) Signature. CST NUmoer William J. Bergh 1;Y? 227819 Address Geo Tech Soil & Site Evaluation. LLC Da Evaluation Conducted Telephone Number 1091 30th Avenue Chippewa Falls, WI 54729 0/23/2014 715-577-6838 L Frcperty OY-mer HARTMAN HOMES Parcel ID # Page 2 -of 3 3 Boring# F- Boring F<° Pit Ground surface elev 100.10 ft. Depth to limiting factor 28 in. Soil Application Rate ` Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' 7 in Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eftu1 •Eff#2 1 0-6 10YR 3/2-3 SIL 2 F SBK MVFR CS 2F,1M 0.6 0.8 2 6-19 7.5YR 4/4 LFS 0 $Gi MVFR GS IF 0.5 1.0 3 19-28 7.5YR 3/4 GRSL 2 M SBK MFR GS IF 0.6 0.8 4 28-36 5YR 3/4 F3F 5YR 5/8 GRSCL 0 M MFI 0.0 0.0 10YR 5/3 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 GPDlft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 i I - r- [ Boring F7 Boring # Pit Ground surface elev. ft. Depth to limiting factor in. C Soil Application Rate Horizon Depth Dominant Color Redox Description Texture ! Structure Consistence Boundary Roots GPDV in. Munsell Cu. Sz. Cont. Color Gr. Sz Sh. -Eff#1 'Eff#2 I ~ I i Effluent #1 = BCD5> 30 < 220 mgiL and TSS >30 <-1 50 mgi- ` E`fluent 92 = BODS < 30 mg!L and TSS < 30 mg!L Fhe Dopartn•ent of Safety and Vroifes ional Servicese is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, contact the department at 608-266-3151 or TFY through Relay. Gee Tech Soil & Site Evaluation, LLC R N W E SCALE 0 20 40 II.NLESS S-DAN O-r.Erc,:_t t;3 Crj WILLIAM J. BERCi 1,100.11. SCCNSIN CERTIFIED SOIL TESTER DESIGNER OF ENGINEERING SYSTEMS i CJSTOMER ID 2278'9 f ~ ' w~'.' , / ❑ #2 THE I4'OP.MAT04 CC4TAINED WI'Hrv IT i A-TA:4E0 $CIL REPORT 5 VDT TO Nt I.`, n 100.3 I To DETERMINE THE SOII ANIInY AN[ P. )i DE?TN OF ANY PRCPCSED FOJNDA TIC+: PIN FLAGGEL, CONTOUi n! l'V_E53 SFt1:F P::4-L'I VOTED.PDN7_ #1 / / -100 AVAILABLF E CC11rONE 4 TS ARE 40T WEC TO RE CF r HE INSCHA43L WA-ER GENERATED ZF ` . r LENGTH FOR POA POTABLE VIA-ER rREA'MEN-DE'TP_E:r1 q BUILDING SEWER MUST COMPLY WITH S P S 382.30 WAC (11 NC) R LOCATION OF WELL MUST COMPLY WITH WDNR CHS. NR 811 8 812 (BENCHMARK E_EVATION = 1'3C'3' - BASE OF EITHER FENCEPCST a _CCA- ON OF SOIL BORING'S) LOCATION OF SO'L PIT(S) * NO APPARENT SPS 383.43 SETBACKS © DESCRIBED LCCATION OF LOT LINE Q LOCATION OF RIGLi"•OF WAY Q CENTFRI INE OF DESCRIBED ROAD P=_USEOF000UMENIS GEO TECH, LLC ORCHARDS OF ST. CROIX --,sdca. nlrasbeende•01CDtCIIXasDef. JOBSITEINFORMATION: au•Iiwbvn,vdncArgene'a use. T,erebreAmay 11091 30TH AVENUE HARTMAN HOMES SW-SE-2430-20W LOT #1 nut Le used w..IhNiltewrIwanprcvaler CHIPPEWA FALLS, WI 54729 25TH STREET ST. JOSEPH TOWNSHIP Cav'eu LIC. t. -appraeduse is re sole PH: (7151577-6838 FAX: 1888)466-8573 PLOT PLAN I=~-~,,ia,:`ItIeDCaWhnwenl.~eHoULroN,wl ST. CROIX COUNTY, WI email: billy@wastewaterpros.com PARCEL DESCR `ED .AS 7.11 AC.