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HomeMy WebLinkAbout008-1044-30-001Y� 6 b` �f� 6d Professional Services Page 1 of 2 APP 2 8 2023 SOIL EVALUATION REPORT � S (- �.�� �j County In accordance with SPS 385, Wis. Adm. Code Aqach com ST Croix ,poete siu� Oap Q�n.papejrn t less than 8 1/2 x 11 inches in size. Plan must include, Zon Parcel LC 'i? *A Y 4 bu� nottimiladjo., 'y"t-Qa't h, pr� 0 al reference point (BM), direction and percent slope, location and distance to nearest road. 008-1044-:3u-uU1 d Please print all information. Revie by to Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). Property Owner 1, Property Location: i. Brian Gedatus (Buyer) Dennis Duckworth (Seller)- Govt. Lot: NE 1/4 SW 1/4 S15 T 28 N R 16 W Property Address Lot # Block # Subd. Name or CSM# TBD CTY RD N I City State Zip Code Phone Number ❑ city ❑ Village Town Nearest Road Woodville j Wl 154028 1 (715) 556-2985 1 Eau Galle f CTY RD N FMJ New Construction Use: A Residential Number of bedrooms 3 Code derived design flow rate 450 GPD El Replacement ❑ Public or commercial — Describe: Parent material. Loamy drift and/or loess over loamy till (Santiago sil) Floodplain elevation if applicable NA ft. 4 General comments and recommendations: Site is all A+O". Holding tank only. Site is good candidate for soil satu ratprdetermination (interpretive determination report LF = 0" (Redoximor-phic features) , , 4 - -�( q1' I f V V TW I Boring # ❑ Boring Pit Ground surface elev. 98.00 ft. Depth to limiting factor 0 in. I Soil Anolication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft 2 *Eff#1 *Eff#2 1 0-9 1 OYR 3/3 - sil 2f-msbk mfr cs 2m-vf 0.6 0.8 2 9-17 1 OYR 4/4 f1f 10YR 5/8 & 10YR 6/2 sil 2mabk mfr gs 1 m-vf 0.6 0.8 3 17-26 7.5YR 4/4 c2d 7.5YR 5/8 & 10YR 5/2 SI 1 msbk mvfr gs 1 MM 0.4 0.7 4 26-40 7.5YR 4/4 m2p 5YR 5/8 & 7.5YR 5/2 sl 1 msbk-Om mfi 0.2 0.6 (A+O Boring # ❑ Boring pit Ground surface elev. Depth to limiting factor 0 100-00 ft. in. I Soil Armlication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft 2 *Eff#1 *Eff#2 1 0-10 1 OYR 3/3 - sil 2f-msbk mfr CS 2m-vf 0.6 0.8 2 10-14 1 OYR 4/4 f2d 10YR 4/6 & 1 OYR 6/1 1 2fabk mfr gs 1 f-Vf 0.6 0.8 3 14-27 7.5YR 4/4 c2d 7-5YR 5/8 & 1 OYR 5/2 S1 1 msbk mfr gs 1 f-Vf 0.4 0.7 4 27-41 7.5YR 4/4 m2p 5YR 5/8 & 7.5YR 5/2 sl 1 mabk-Om mfi 0.2 0.6 (A+011) *Water filled lioring to 29" ilepth during obsery tion window t = i i FWT--T-m §10 MZIM M ]LOWAVA 0 Ni-M&TA =WT7mrs M NO&M-WIKI §W4M 1L.NM WA-M&TA M H MZTO 0; WAFM MfM I E1i�I 6 SLAMPM MemTsTA MF,-1 aft M IN-Ohm-MUM615 7 WEB @ Ale VA CST Name (Please Print) Signatur CST Number Ryan Bechel 1330832 Address Date Eva uEUbn Conducted %0 Telephone Number W1 1932 560TH AVE, Prescott, WI 54021 04/13/23 (651) 327-0074 -:)t5u -0,5,5u k s r 3 Boring # ❑ Baring Pit Ground surface elev. 98.00 ft. Depth to limiting factor 0 in. Snil Annlicatinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fe *Eff#1 *Eff#2 1 0-9 1OYR 3/3 - sil 2f-msbk mfr cs 2m-vf 0.6 0.8 2 9-17 1 OYR 4/4 f2f 10YR 518 & 10YR 6/1 sit 2f-mabk mfr gs 1 m-vf 0.6 0.8 3 17-25 7.5YR 4/4 c2d 7.5YR 5/8 & 10YR 5/2 sl 1 msbk mvfr gs 1 m-vf 0.4 0.7 4 25-38 7.5YR 4/4 m2p 5YR 518 & 7.5YR 5/2 sl Om mfi - - 0.2 0.6 (A+O*) 4 Boring # ❑ Boring ® Pit Ground surface elev.105.55 ft. Depth to limiting factor 0 in. Soil Annliration 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 1 0-8 1OYR 3/3 - sil 2f-msbk mfr rs 2m-vf 0.6 0.8 2 8-15 1 OYR 4/4 f2f 10YR 5/8 & 10YR 6/1 sil 2f-mabk mfr gs 1 m-vf 0.6 0.8 3 15-23 7.5YR 4/4 c2d 7.5YR 5/8 & 1 OYR 5/2 sl 1 msbk mvfr gs 1 m-vf 0.4 0.7 4 23-40 7.5YR 4/4 m2p 5YR 5/8 & 7.5YR 5/2 sl Om mfi - - 0.2 0.6 (A+O") *Water filled ng to 29" de th during observatio window 5 Boring # ❑ Boring 94.20 © Pit Ground surface elev. ft. Depth to limiting factor 0 in. Snil Annlication 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 1 0-9 1OYR 3/3 - sil 2f-msbk mfr cs 2m-vf 0.6 0.8 2 9-16 1 OYR 4/4 f1f 10YR 5/8 & 10YR 6/1 sil 2fabk mfr gs 1 m-vf 0.6 0.8 3 16-23 7.5YR 4/4 c2d 7.5YR 518 & 10YR 5/2 sl 1 msbk mfr gs 1 f-vf 0.4 0.7 4 23-37 7.5YR 4/4 m2p 5YR 5/8 & 7.5YR 5/2 sl Om mfi - - 0.2 0.6 (A+O") *Water filled ring to 22" +hduring observatb window * Effluent #1 = BOD, > 30 s 220 mg/L and TSS > 30 s 150 mg/L * Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 30 s 150 mg/L 0 Boring # ❑ Boring Pit Ground surface elev. 99.50 ft. Depth to limiting factor in. Anil nil Anniiratinn Ratp I Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fe *Efi#1 *Eff#2 1 0-9 1OYR 3/3 - SO 1f-msbk mfr cs 2c-vf 0.4c 0.6 2 9-15 1OYR 4/3 f1f 10YR 5/8 & 10YR 6/1 sil-I 2fabk mfr gs 10-vf 0.6 0.8 3 15-26 7.5YR 4/4 c2d 7.5YR 5/8 & 10YR 5/2 sl 1 msbk mfr gs 1 c-vf 0.4 0.7 4 26-45 7.5YR 4/4 m2p 5YR 5/8 & 7.5YR 5/2 SI Om mfi - - 0.2 0.6 (A+0") 7 Boring # ❑ Boring 0 0 Pit Ground surface elev. 98'20 ft. Depth to limiting factor in. Anil Annlinntinn Rats Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots I GPD/Ft2 *Eff#1 *Eff#2 1 0-8 1OYR 3/3 - SO 2f-msbk mfr cs 2m-vf 0.6 0.8 2 8-16 1 OYR 4/4 f1f 10YR 5/8 & 10YR 6/1 sil 2fabk mfr gs 1 m of 0.6 0.8 3 16-25 7.5YR 4/4 c2d 7.5YR 518 & 10YR 5/2 sl 1 msbk mfr gs - 0.4 0.7 4 25-40 7.5YR 4/4 m2p 5YR 5/8 & 7.5YR 5/2 sl 1 msbk-Om mfi - - 0.2 0.6 (A+O") g Boring # ❑ Boring Q Pit Ground surface elev. 106.50ft. Depth to limiting factor 0 in. Anil Annliratinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz *Eff#1 *Efir#2 1 0-9 1 OYR 3/3 f1 f 7.5YR 5/8 sil 2f-msbk mfr cs 2m-vf 0.6 0.8 2 9-17 1 OYR 4/4 f1f 10YR 5/8 & 10YR 6/1 sil 2mabk rnfr gs 1 m-vf 0.6 0.8 3 17-26 7.5YR 4/4 c2d 7.5YR 518 & 10YR 512 sl 1 msbk mvfr gs 1 m-vf 0.4 0.7 4 26-40 7.5YR 4/4 m2p 5YR 5/8 & 7.5YR 512 SI 1 msbk-Om mfi - - 0.2 0.6 (A+O") *Water filled ring to 2r d th during observatio window * Effluent #1 = BOD, > 30 s 220 mg/L and TSS > 30 s 150 mg/L * Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30 s 150 mg/L Designer: Ryan Bechel 2022 Advanced Certified Sail Tester: 1330832 Environmental LLC. Designer of Engineering Systems: D 2263-7 All rights reserved. ADVANCED *All property lines not drawn are ? 100ft from System S' "a Benchmark 1Septic Tank: A%� Soil Boring I k7 1/ d + + --i-- + + + + + d . 7/d + -+- + + } + �+ -- . 4.-r Yd l/d + ++�f � 106.50 Tree BM2 = 102,00 + + + line Top nail in 22" Ash tree + 4 + � (14" above grade) {� + } IN + + <+ Uj +LLJ 9& 20 LL +}--- + + I B5 + +II 94.20 **soil test for lot split; no + + - CD o home location proposed** � + + 0 + + 00• o6 00 cn + +30/0 O + -t + + + + - BM 1 = 100.00 r Top nail in 10" Hickory + + tree (23" above grade) � � 1 +tl� + Well to be located >50ft +Or- + from soil treatment area & F7 + >25ft from tanks** + + S, ++� �r m� + + + + to B4 _.l._ + sCALr. + j 01 30' 60' l Certified Statement: This system has been designed and evaluated in accordance with State and Local codes. The soil treatment orso must remain protected from disturbance and/or compaction before and after construction. NO WARRANTY IS MADE THAT THIS SYSTEM WILL CONTINUE TO FUNCTION MEFiNRELY. System must be property maintained. Review your systems manogerrbnt plan for information on proper core and maintenance. Pump Tank: Soil Treatment Area: -Site is all "A+0". Holding tank only. Site is good candidate for soil saturation determination (sal interpretive determination report) -Depth to restriction = 0" (Redoximorphic features) .Contour=100.00' -Slope = 3-5% Distribution: LOCATION MAP (not to scale) � RD N Access Road --� 7417� CTY Rd N m c� SITE MPDWD�x I PREPARED FOR: Brian Gedatus Site Address: TBD CTY RD N Woodville, WI 54028 PID: 008-1044-30-001 ±20.0 Ac. Legal: NE 1/4 SW 1 /4 S15 T28N R16W Town of Eau Golle Scale: 1" = 60' Date: 4/13/23 0 W O cr) a� o£ U n Ira p c E� a coo `S E q1 0 �' O O N � N O A 0 L2 N Q1 > U A ( @� N O O U G C I A �CL W r mO $ E ` Q. o L of . M UE ° O _O E +' Qa; x U '' �1 E fit C c o fv p m m z .+ (n O p m m O io O O Qa � � V LL CD O � W � (n 1— H c i � �IJ � J tY � � U J M of it of U U Q V i i i I y. W LU :a � cu co 8 00