The URL can be used to link to this page

Home My WebLink About004-1061-40-050Wisconsin D�` Professional Services Divi V �1 SOIL EVALUATION REPORT �,A 1'`A Zd � Z�� In accordance with SPS 385. Wis. Adm. Code Countv Attach te ite rtw� ST Croix Try Vie, than 8 1/2 x 11 inches in size. Plan must include,------GST 2 )2-q-U.<7r but not Terence point (BM), direction and percent slope, Parcel I.D. scale o orth arrow, and location and distance to nearest road. 004-1061-40-050 (Current PID: CSM pending) Please print all information. Re by Date Personal information you provide may be used for secondary purposes Privacy Law, s. 15.04 1 m Property Owner Property Location: Al Borgeson (Buyer) Eric Timm (5eller) Govt. Lot: SW '/< W /4 S 26 T 28 N R 15 W Property Address Lot # Black # Subd. Name or CSM# TBD HWY 29 *TBD *Pending CSM* City State Zip Code Phone Number ❑ City ❑ Village ■❑ Town Nearest Road Wilson WI 54027 (715) 928-2648 1 Cady HWY 29 ■❑ New Construction Use: ❑■ Residential! Numbero€bedrooms 3 Code derived design Flow rate 450 GPD ❑ Replacement ❑ Public or commercial — Describe: Parent material Loess (Otterholt sil) Floodplain elevation if applicable NA ft.. riG General comments and recommendations: Recommend minimurr, 21" sand -lift POWTS mound on 100.00 contour w h 0.6gpd+ft2 I ding rate, , LF = 15" (Redoximorgn c eatures) I "/r T� ❑ Boring ✓��t��"1�(� l�t' f j� 1< W`"�V" F-1-1 Boring ■❑ Pit Ground surface elev. 98 00 ft. Depth to limiting factor 17 in. Snil Annliration Rata Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDlFt2 "Eff#1 "Eff#2 1 0-6 10YR 2f1 - sil 3mgr mvfr cs 3c-vf 0.6 0.8 2 6-13 10YR 5/3 - sil 2f-mabk mfr gs 2c-vf 0.6 0.8 3 13-17 10YR 4/4 - sil 2mabk mfr gs 2c-vf 0.6 0.8 4 17-25 10YR 4/4 fad 7.5YR 518 & 10YR 512 sil 1 mabk mfr-mfi gs 1 c-vf 0.4c 0.6 5 25-33 1OYR 414 f2f 10YR 518 & 10YR 611 sil ifabk mfr-mfi gs 1c-vf 0.4c 0.6 6 33-42 10YR 414 f2f 10YR 518 & 10YR 611 sil 0m mfi 0.0 0.2 goring # ❑ Bodng ❑■ Pit Ground surface elev. 100.00 ft. Depth to limiting factor 15 in. 1 } 5 ly Rnil Annhnatinn Rata Horizon Depth In. Dominant Color Munsell Redox Description Qu, Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD1Ft2 'Eff#1 'Eff#2 1 0-8 1 OYR 211 - sil 3mgr mfr cs 3c-vf 0.6 0.8 2 8-15 10YR 5/3 - sil 2fabk mfr gs 2c-vf 0.6 0.8 3 15-23 10YR 414 f3d 7.5YR 5/8 & 10YR 512 sil 2mabk mfr gs 1 c-vf 0.6 0.8 4 23-33 1 OYR 4/4 f2f 10YR 416 & 10YR 611 sil lcabk mfr-mfi gs 0.4c 0.6 5 33-44 1 OYR 413 f2f 10YR 518 & 10YR 611 sil ifabk-Om mfr-mfi 0.0 0.2 CST Name (Please Print) Signature CST Number Ryan Bechel (Advanced Environmental LLC.) 1330832 Address Date Evaluation Wonducted Telephone Number W11932 560TH AVE, Prescott, WI 54021 04/22124 (651) 327-0074 Jbu-t5,5.9u (KU41 IJ) QBoring # k � 111 ❑ Boring ■❑ Pit Ground surface elev. 100.10 ft Depth to limiting factor 15 in. l I Q-1 A—fi fi— D.+n Horizon Depth In Dominant Color Munsell Redox Description Qu. Az. Cont, Color Texture Structure Gr Sz. Sh. Consistence Boundary Roots GPD/Fta `Eff#1 'Eff#2 1 0-8 1 OYR 214 sil 3mgr mfr CS 3c-vf 0.6 0.8 2 8-15 1OYR 513 - SO 2fabk mfr gs 2c-vf 0.6 0.8 3 15-24 10YR 413 fad 7.5YR 516 & 10YR 512 sil 2mabk mfr gs 1 m-vf 0.6 0.8 4 24-35 1OYR 414 f2f 1CYR 4,16 & 10YR 6,11 sil 1 cabk mfr-mfi gs 1 m-vf 0.4c 0.6 5 35-58 10YR 4l4 f2f 10YR 518 & 10YR 611 sil 1 mabk-Om mfr-mfi 0.0 0.2 17�1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFtz 'Eff#1 "Eff#2 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Horizon Depth In. Dominant Color Munseli Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFtz 'Eff#1 7 "Eff#2 i I ' Effluent #1 = BOD, > 30 5 220 mglL and TSS > 30 s 150 mg1L ' Effluent #2 = BOD, > 30 5 220 mglL and TSS > 30 s 150 mg/L Designer Ryan Bechel Certified Soil Tester: 1330832 Designer of Engineering Systems: D 2263-7 SC AU 210' o' 40' Environmental LLC. ADVANCED All rights reserved. F0 "Well Well to be located > 50ft from soil treatment area & >25ft from tanks** BM 1 = 100.00 Top spike in 50" Maple (25" above grade) BM2 = 105.00 Top spike in 30" Cherry tree (34" above grade) - HWY 29 R-O-W BM1 1 "All property lines not Ce) Benchmark SYSTEM NOTES drawn are > t 00ft from JkI Septic Taok: system' Sod Boring N 1 NEW I 3BR I HOME (approx.) I ` C" ) qO 1, yy4 l It n, 11 I 1 / I � � I BM2 II�1 (D I I I o I I I I I I I I I I I I I p/ I I I I I r 1 I I I I I I I I I I + + I I I r I ! I r I r I ! I ! I ! I ! I y 1 Pump Tank: Soil'i reatment Area: Q Recommend mImmum 21' swd-I1t POINTS mound on 100.00 contour mth 0.6gpdm` Wding rate �. -Depth to restrcUon 15' (Redor maphic features) i -Conlour=100.00' rl -Slope = 1% O I Distrihutiaa: '. •System unit require pressure distribution 7r L I� — — — — — — — — — — — — — -----� — — — — — — — — — — — — — — — — --�-- LOCATION tn- MAP (not to Ocala) FE JSITE HWY 29 PREPARED FOR: At Borgeson Site Address: T13D HWY 29 Wilson, W1 54027 ' P1D: 004-1661-40-050 27.23 Acres) Legal: SW 1 /4 SW 1 /4 S26 T28N R15W Town of Cody Certified Statement: This syvtem has been deeigrrod and evaluated In amorda oth State and Iaml code& the $OR trealurnsM urea must ramdn protedad frvn disturbance and/or compoction berars and after oonahuciian. Scale: 1° = 40' Date: 04/22/24 NO WAR tAiIM IS MADE THAT THIS TMIEM MALL COHTRNIE TO FLIrCnoN ND FR/1ELY. System mud be property maintalned. Review you systsw n's marogend. plan far information oper rn proe and maintenance.