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Home My WebLink About020-1102-10-000 (2) Rtut:V=ii J5r- aoli 0a3 I ;_., •� Department r MAR 'OIL EVALUATION I i'" *1870 \ P • r Safety ST.CRQ11a Ww'hComm 85,1 Page 1 _of 4 '1, Professional ServV1MUNITY DEVELOPMENT Schmitt Soil Testing,Inc. sty 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 -- percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel O. 11 -10-000 Please print all information. Rev By Date -- Personal informatxln you provide may be used for secondary purposes(Pnvacy Law.s. 15.04(1)(m)). I 2/2"5//g Property Owner Prop erty Location Pearson, Richard Govt.Lot NW 4,NW1/4, S34,T29N,R19W Property Owner's Mailing Address Lot* Elba# Subd. or CSM* 1109 Crestview Drive 1 Csm Pending Approval City State Zip Code Phone Number City "- Village r:' Town Nearest Road Hudson I WI 1 54018 1 Hudson I Cty Rd N New Construction Use: Li Residential/Number of bedrooms Code derived design flow rate _ GPO Replacement '1 Public or commercial-Describe: Unknown gollons at this time Parent material Loess over Outwash(Burkhardt-Sattre Complex Flood plain elevation,if applicable NA ft. General comments 2 areas were tested,both are suitable for conventional systems with 0.7 gpd/sqft rates. System can be installed 3.5 below grade on and recommendations the contour in either location. Zenn.4- 1 Boring# Boring Pit Ground surface elev. 102.89 ft. Depth to limiting factor 110+ In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/It' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'E1M1 *ENO 1 0-10 10yr3/3 none I 2mgr mvfr as 2f 0.6 0.8 2 10-17 10yr4/4 none sid 2msbk mfr gw lvf 0.4 0.6 3 17-22 10yr4/4 none sl 2msbk mfr gw lvf 0.6 1.0 4 22-26 10yr5/4 none Is 0sg ml gw lvf 0.7 1.6 5 26-110 10yr6/4 none s 0sg ml --- -- 0.7 1.6 2 wig l Boring Pit Ground surface elev. 103.19 fl. Depth to limiting factor 109+ in. Soil Application Rate Horizon Depth 1 Dominant Color Redox Description Texture Structure Consistencd Boundary I Roots GPD/fr in. !1 Munsell Cu.Sz.Cont Color Gr.Sz. Sh. *EM WW2 S2 1 0-10 10yr3/2 none I 2mgr mvfr as 2f,2vf 0.6 0.8 2 10-17 10yr4/4 none sid 2msbk mfr 9w 2vf 0.4 0.6 • - 1 3 17-25 10yr5/4 . none sl 2msbk mfr gw 1vf 0.6 1.0 4 25-31 7.5yr5/4 none Is 0sg ml gw — 0.7 1.6 5 31-109 10yr6/4 none s 0sg ml — — 0.7 1.6 • 'Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOOS<30 mg/L and TSS<30 mg/L CST Name(Please Print) Signal CST Number Thomas J. Schmitt ��,,,,,,/ 227429 Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number 1595 72nd St.New Richmond,WI 54017 3/5/2017 715-780-1978 S8D.4730(IL A7/00) Property Owner Pearson, Richard Parcel ID* 020-1102-10-000 _ Page 2 of 4 3 Boring* Boring Pit Ground surface elev. 102.89 ft. Depth to limiting factor 111+ in. Soil ApplicationRats Horzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/0 in Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'East -EIrr2 1 0-7 10yr3/2 none sit 2mgr mfr as 2f,lvf 0.6 0.8 2 7-14 10yr4/4 none sid 2msbk mfr gw lvf 0.4 0.6 3 14-21 10yr4/4 none sl 2msbk mfr gw lvf 0.6 1.0 4 21-26 7.5yr5/4 none guts 0sg ml gw lvf 0.7 1.6 5 26-111 10yr6/4 none s Osg ml — — 0.7 1.6 4 Boring* Boring Pit Ground surface elev. 102.19 ft. Depth to limiting factor 108+ in. Soil Application Rate Horizon Depth i Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP In. i Munsell Qu Sz.Cont.Color Gr.Sz.Sh 'Ert#1 'E!#2 1 0-10 10yr3/3 none sl 2mgr mvfr as 2f,2vf 0.6 1.0 2 10-15 10yr5/4 none Is Osg ml gw 2vf 0.7 1.6 3 15-108 10yr6/4 none s 0sg ml -- — 0.7 1.6 Boring 5 Boring# J Pit Ground surface elev. 99.19 ft. Depth to limiting factor 110+ in. Soil Application Rsb Horizon Depth Dominant Color Redox Description Texture 1 Structure Consistence Boundary Roots GPD/fP in Munsell Qu.Sz.Cont.Color Gr Sz Sh 'EMI •Ems2 1 0-10 10yr3/3 none sl 2mgr mfr as 2f,2vf 0.6 1.0 2 10-17 7.5yr5/4 none gris Osg ml gw 2m,2vf 0.7 1.6 3 17-110 10yr6/4 none s 1 Osg ml — — 0.7 1.6 1 •Effluent#1 =BODS>30<220 mg/L and TSS>30<-150 mg& *Effluent#2= BOD5<30 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 608-266-31 5 1 or TTY 608-264-8777. sauuw(k noo) SOMA Sae Testing,Inc. Page 3 of 4 Conducted by: Conducted For. • Schmitt& Sons Excavating, Inc.. Name: Richard Pearson • Thomas J. Schmitt, CST 227429 Address: 1 109 Crestview Drive 586 Valley View Trail City, State, Zip: Hudson,WI 54016 Somerset,W 154025 Phone: 71 7 7..8 Ai__ ____ PID: Part of:020-1102-10-000 ��• ", Lot No. : 1 Date 3—.s- /7 Legal Description: NW1/4 NWI/4 S34 T29N R19W ■ Backhoe Pit Township, County: Hodson,StCroix County A Bench Mark 1 Et. 100.00'Top of 1"steel lot corner pipe, SW Lot corner ,, Bench Mark 2 El. 102.21'Top of 1"steel lot corner pipe, NW Lot corner Slope's 10% Scale 1"=40' 14- NOTE: For full view of Lot see Aerial Photo(Page 4 of 4) 0 f %.e I 'b1� I 4 w I Svc 1 � ��, is../ 6, t I :151-bItC I ias' —/s. 13�' �I I Q ,eli: Ot st4vE s1‘09' 1 1 �+.z, IS I S -t„` PLt3 1 r �..�_/ / / i ^�S e2y813 Beni C.4y iRd Al. Rug-; u Telep Am 4 ruble • 1 . r O 4e�i-�i4 II. O N 1° _ b a co e . W, 1 ip .111 1 , r .. 1 . , . .. o Z 13 o • Z • f A m i T = Z x N of 5S Pa *,.. C CD = . N GON o A a Or• . 7 —I Dv co 3 N O (D � .. N "L ' ni o • m 73 O 0 N J 0 hco • o a mik 1 . lilt , ii. . ._. .... . ..0100k .„.. . ..1‘..,...,..., • . .. _ _ _ .........„4.t, 11* i II .' • O ` O 1. :.... .... . . • et • • CERTIFIED SURVEY MAP LOCATED IN PART OF THE NW1/4 OF THE NW1/4 OF SECTION 34, T29N,R19W,TOWN OF HUDSON,ST.CROIX COUNTY,WISCONSIN. THE NORTH UNE OF THE NW1/4 OF SECTION 34 BEARS NBYSl•44'W RASED UPON THE ST.CROIX COUNTY COORDINATE SYSTEM /SF MYS1'46"W 2634.94' NW coma�1317.45' 13v to/4 cU Y -49 SECTION 35 SECTION 34 O — — — — - iii OWNER: SCALE:1"=100' M I RNaIARD PEARSON _ 1 r 1101 OtESTYIEW DRIVE 103 S0 0 100 u I P HUDSON,WI 54016 $ PREPARED FOR: UNPLATTED LAND "- I ADORAY HOME HEALTH IL r HOSPICE 2231100110AT 12,SUITE 201 SBY56.47"E 425.00 Q BAIDWIN,WI 54002 O SURVEYOR: (-) DRUG RAWER 111 AUTH OONSULES TING& AssOGU 5. • 2920 BADE ST. SUITE 101 • LOT 1 I Q HUDSON,WI s4ou 130,900 SO.FT. i M I N ' OF��cO m 3.005 ACRES ? P %tid x cry'.'. o ZAHLEA \I El $ W '*t S-21}45 a�_s`u7 1. - 0 I • - W N YSV4r 42s.0a COUNTY TRUNK HIGHWAY"N_" 41 LOT 1, C.S.M. VOL. 6, PG. 1626 I SMALL TRACT LEGEND eFOUND ALUMINUM COUNTY SECTION COMER MONUMENT OO FOUND 1.1/IRO4"N OUTSIDE DIAMETER PIPE • FOUND 1'OUTSIDE DIAMETER IRON PIPE SET 1'OUTSIDE DIAMETER BY O it LONG IRON PIPE,WEIGHING 1.13 MS.PER LINEAR FOOT Eadr Parcel shown on 9i meg is*stew!b Stab.County and TSw,M4 Ywe rubs and repulsions(Ls.,wpMs. mnnwm lot atrm scams to pa a&41G)Bents Wdrti^0 of davSbval]any Pry contact 9s i Coat Cosily Zoning Office and N4 Town o1 Hudson lot advice. DRAFTED BY'.DOUG UAHL R PROJECT NO:7562-001 DATE 2111117 SHEET 1 Of 2