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HomeMy WebLinkAbout002-1082-70-000Wis ' D artni of Safety and Professional Services Divi drt�aftf��ty ® r'` SOIL EVALUATION REPORT q MAR? B 2024 In accordance with SPS 385, Wis. Adm. Code Countv V Attach lot site plan on paper not less than 8 112 x 11 inches in size. Plan must include, ST Croix L 5 ( - 2�2 it — ? but not 9itiSd;t�ofjzp reference point (BM), direction and percent slope, Parcel I.D. scale o inns74tort#1a"w-aocLiocation and distance to nearest road 002-1082-70-000 Please print all information. Re by t Personal information you provide may be used for secondary purposes Privacy Law. s. 15.04 1 m Property Owner Property Location: Jessica Smith (Buyer) Harold P and Bonnie Govt. Lot: NW %< 21/.S33 T 29 1>1 R 16 W Property Address Lot # Block # Subd. Name r CSM# i 2355 HWY 12 Ll City State Zip Code Phone Number ❑ City ❑ Village ❑■ Town Nearest Road Baldwin WI 54002 1 1 1 Baldwin HWY 12 ■❑ New Construction Use: © Residential/Number of bedrooms 5-6 Code derived design flow rate 900 GPD ❑ Replacement ❑ Public or commercial — Describe: Parent material Loamy drift andlor loess over loamy till (Santiago sil) Floodplain elevation if applicable NA ft. �ti ,1< General comments and recommendations: Recommend m;n,mum 18" sand -lift POWTS mound on 100.00 contour with o 4gpdift2 loading rate. LF = 18" (Redoximorphic features) 17 Boring # ❑ Boring ❑s Pit Ground surface elev. 98.10 fl. Depth to limiting factor 18 in. Snil Annliratinn Rnta Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD1Ftz 'Eff#1 "Eff#2 1 0-10 7.5YR 313 - 1 1f-msbk mfr cs 1m-vf 0.4 0.6 2 10-18 7.5YR 413 - I 2fsbk mfr gs 1f-vf 0.6 0.8 3 18-30 7.5YR 414 f I d 7.5YR 518 & 10YR 611 sl imsbk mfr gw 0.4 0.7 4 30-44 5YR 414 12d 7.5YR Q6 & 10YR 5;2 sl 1 csbk mfr-mfi 0.4 0.7 Boring # ❑ Boring 2❑ ■❑ Pit Ground surface elev. 100.00 ft. Depth to limiting ffacctto'r�22 in. .Cnill ❑nnlirntinry Rath Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az, Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDlFt` 'Eff#1 'Eff#2 1 0-9 7.5YRW I 1f-msbk mfr cs 1m-vf 0.4 0.6 2 9-17 7.5YR 413 - 1 if-mabk mfr gs 1f-vf 0.4 0.6 3 1 17-22 7.5YR4/4 sl 1msbk mfr gw 1vf 0.4 0.7 4 22-35 7.5YR 4/4 ftd 7.5YR 518 & 10YR 611 sl 1 msbk mfr-mfi gw - 0.4 0.7 5 35-45 5YR 414 c2d 7.5YR 416 & 10YR 512 sl 1 csbk-Om mfr-rnfi - 0.2 0.6 ��uu:ar:�:sr�.tn�t�c:�viu�.ar.ncrr.�w�.�zuei�.vr:r.-n��:: �r�crc+rraer���eauir.:r.��c�ir.�wx�eacur�,rri IF FF CST Narne (Please Print) Signature CST Number Ryan Bechel (Advanced Environmental LLC.) 1 944 1330832 Address Date Evalu atiiW Conducted Telephone Number W11932 560TH AVE. Prescott, WI 54021 0120124 (651) 327-0074 6t5U-us1V (r<u411o) Boring # ❑ Boring Pit Ground surface elev. 98.80 ft. Depth to limiting factor 20 in. Soil Aonlicatinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft` 'Eff#1 'Eff#2 1 0-10 7.5YR 3/3 1 if-msbk mfr cs 1m-vf 0.4 0.6 2 10-16 7.5YR 4/3 1 1 msbk mfr gs 1 f-vf 0.4 0.6 3 16-20 7.5YR 4/4 sl 1 msbk mfr gw 1 f-vf 0.4 0.7 4 20-30 7,5YR 4/4 f2f 1OYR 4/6 & 10YR 61i1 sl 1 csbk mfr-mfi gw 1 of 0.4 0.7 5 30-42 5YR 4/4 f2d 7.5YR 4.f6 & 1OYR 5,2 sl 1 csbk-Om mfr-mfi - 0.2 0.6 Q Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Rnil 6nnli—tinn Ratn Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr Sz. Sh Consistence Boundary Roots GPD1Ft' 'Eff#1 'Eff#2 1E Boring # ❑ Boring ❑ Pit Ground surface elev ft. Depth to limiting factor in. Snil Annliratinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr Sz. Sh Consistence Boundary Roots GPD/Ft2 'Eff#1 'Eff#2 ' Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30 <_ 150 mg/L ' Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30 s 150 mg/L `Ail property tines not Designer: Ryan Bechel O 2024 Advanced ADVANCED Certified Soil Tester: 1330832 Environmental LLC. VANCED drawn are � i00ft from A F49D � Benchmark � SYSTEM NOTES Se tie'rankDesigner Soil Baring N of Engineering Systems: D 2263-7 All rights reserved.system' � to H WY 12 E- �r centerlineLn F Shed Or Anticipated f Garage Pump Tank: I ft I GARAGE I Driveway --------------- f ------- Soil] reatmentArea: tt I I -Recommend mirlmum 18' s2nditt POWTS mound on ' 1 X-00 wrtour wth 0 4gpddl$ badmg rate NEW I -Dept to rest Lbon 18' )Redoxjrnorphic features) = TD 00' ._ Current rade -cnntcur 5-6BR - 101.25 Sbpe=4 HOME "Well to be located >50ft �— — — — — -- -� from soil treatment area & Field O >25ft from tanks** edge Uizfributinn: -System will require pressure distribullon QQ" ti o0 Field �Cb+ edge / LOCATION MAP (not to xaie) CD L N "wY 12 c� 81�2 BM 1 = 100.00 S'E Top 1" PVC pipe f f (1.3" above grade) PREPARED FOR: Jessica Smith BMZ = 103.00 Site Address: 2355 HWY 12 I, — Top spike in 30" tree Sf'ALF Baldwin, WI54002 (14" above grade) 2Dr PID: 002-1082-70-000 18.00 Acres Legal: NW 1/4 NE 1/4 r'I - ` BM1 HF.... U 40, S33 T29N R16W - to south P.L. i Town of BaEdwin Certified Statement• This eyetem has been desgned and eenluated in accordance with State and Local codes. The soil treatment urea must remain protected from disturbance and/or compaction before and after aonelrnutlon. NO WARRANTY IS MADE THAT THIS SYSTEM WILL CONTINUE TO FIN CT10N INDEFINITELY. System must be property maintained. Renew your system's management plan for inforri," m on proper care and nwintenanoe. Scale: 1° = 40' Date: 03/20(24 SCC ArcGIS Web Map 3/2012024, 7:02:18 AM 1:3.290 0 110 220 440 ft I —d., All- 1.,' 1— � 'IV —1— WJ .—A& 1 D­ V— 0 30 60 120 m VVDNR FCC C131) SCC CI)O F+MA, SCG CDC ZnNL ........ ... —.4— 1— 0- wnrx Web AppBuildr.r for ArcG U; SCC CDC j WDNR. SCC Mr) I SCC GIM and SCC Highway Dept I FEMA, SCC (,DD I CDD and NPS I WI Dept. of Natural HesGurces Divisron of Water f