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HomeMy WebLinkAboutCST-2023-318 002-1079-30-050Wisconsin Department of Safety and Professional Services Division of Industry Services iI') ;�'; , SOIL EVALUATION REPORT G 5 _ W25—�K' L J In accordance with SPS 385, Wis. Adm. Code Countv Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, ST Croix but not limited to: vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. 002-1079-30-050 Please print all information. Reviej/��d by /L' n Pat Personal information you provide may be used for secondary purposes Privacy Law, s. 15.04 1 m /' !' !` I 17/Z Property Owner Property Location: Elliot Svendsen Govt. Lot: NW '/4 NE '/4 S 32 T 29 N R 16 W Property Address Lot # Block # 7,bd Name or CSM# 2255 70TH AVE City State Zip Code Phone Number ❑ City ❑ Village M Town Nearest Road Woodville WI 1 54028 (651) 270-0936 Baldwin 70TH AVE ❑■ New Construction Use: ■❑ Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD (27CA�� ❑ Replacement ❑ Public or commercial — Describe: •/� Parent material Loess over loamy till (Floyd sil) Floodplain elevation if applicable NA ft. General comments and recommendations: Site is all A+0". Soil saturation determination approval required to allow soil treatment area. LF = 0" (Redoximorphic features) yy // S'.te is good candidate for Interpretive Determination Rep\ort. 1 I Boring # 3 v lJ ovrniy ..\ ❑■ Pit Ground surface elev. 100.00 ft. Depth to limiting fac RniI Ann Iirn inn Ratp 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 0-10 10YR 2/2 - sil 2mgr mfr cs 2c-vf 0.6 0.8 2 10-16 10YR 3/2 1`1f 1OYR 5/8 & 1OYR 6/1 sil 2mabk mfr gs 2c-vf 0.6 0.8 3 16-23 10YR 4/4 c1d 7.5YR 518 & 10YR 5/2 cl 2mabk mfi gw 1c-vf 0.4 0.6 4 23-34 10YR 4/3 m1p 7.5YR 4/6 & 10YR 511 cl 1fabk-Om mvfi 1f-vf 0.0 0.0 (A+0") *Some large tones/cobble present throughou all horizons; Horizon 2 h d many 10 R 712 silt coats 2❑ Boring # ❑ Boring ❑■ Pit Ground surface elev. 98.00 ft. Depth to limiting factor 0 in. Snil Annliratinn Rntp 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 0-10 1 OYR 2/2 - sil 3mgr mfr cs 2c-vf 0.6 0.8 2 10-17 1 OYR 3/2 f1f 10YR 4/6 & 10YR 6/1 1 3mabk dish gs 2m-vf 0.6 0.8 3 17-25 7.5YR 4/3 c1d 7.5YR 518 & IOYR 5/2 cl 2fabk mfi-mvfi gw 1 m-vf 0.4 0.6 4 25-38 7.5YR 4/4 m 1 p 5YR 5/8 & 7.5YR 512 cl Om mvfi 1f-vf 0.0 0.0 (A+O") *Some large tones/cobbl s present througho it all horizons; Horizon 2 had many OYR 7/2 silt coa CST Name (Please Print) Signature 5eJ41330832 CST Number Ryan Bechel (Advanced Environmental LLC.) Address Date Evaluation Conducted Telephone Number W11932 560TH AVE, Prescott, WI 54021 10/05/23 (651) 327-0074 Z)bU-ZJJJU (KU4115) ❑ Boring / F3 Boring # ❑■ Pit Ground surface elev. 100.00 ft. Depth to limiting factor 0 in. Vnil Annlirafinn 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 0-7 10YR 2/2 sil 2mgr mfr gs 2c-vf 0.6 0.8 2 7-13 10YR 2/2 f1f 5YR 5/8 sil 2mgr mfr cs 2c-vf 0.6 0.8 3 13-23 10YR 3/2 f1f 10YR 5/8 & 10YR 6/1 sil 2mabk mfr gs 2m-vf 0.6 0.8 4 23-32 7.5YR 4/3 c2d 7 5YR 5/8 & 10YR 5/2 cl 3mabk mfi-mvfi gw 1 m-vf 0.4 0.6 5 32-40 1 7.5YR 4/4 m2p 7.5YR 4/6 & 7.5YR 512 cl 1 mabk-Om mvfi - 0.0 0.0 (A+O") *Some large s ones/cobbles kesent throughout all horizons; Horizon 2 had any 10YR 7 2 silt coats El Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Snil Annlicafinn 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 *Eff#2 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft Depth to limiting factor in. Soil Aoolication 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 *Eff#2 * Effluent #1 = BOD. > 30 s 220 mg/L and TSS > 30 s 150 mg/L * Effluent #2 = BOD, 5 30 s 220 mg/L and TSS > 30 s 150 mg/L Designer: Ryan Bechel © 2023 Advanced ry m *All property lines not O Benchmark Certified Soil Tester: 1330832 Environmental LLC.{y , drawn are >f00ft from Soil Boring Designer of Engineering Systems: D 2263-7 All rights reserved r system* N !SCALL Buried 20! utilities Or I I I � I I Wetland BM1 = 100.00 per SCC i boundary ILL Top nail in 42" tree 1 GIS data (6" above grade) j /�W 62 it � I I I tQ I � I > I 00,00— .00 1 I I 41 0 0 I I I r B1LLI t I t l 100 ,00 Q 0 X I � Dry I ------- < well I / Tree Septic line tank o� SYSTEM (VOTES' Septic Tank: Existing system to be abandoned per SPS 383-33 Pump "Tank: Soil Treatment Area: -Sire is all'A.G' Soil saturation determination approval required to allow soil treatment area -Depth to restriction = T (Redoximorphic features) -Contour=100.00' -Slope - 5.5% Distribution: F- Existing home — > I BM2 — 106.15 -- 1n to be removed l _ = �/ To{ of well ��AV _ C:) Lij N I Current grade NEW 3BR I I PREPARED FOR: LQ z 106.20 -� HOME I I Elliot Svendsen ,\ j_ J Site Address: t-�_----'�`\ 11 225570TH AVE Woodville, WI 54028 \� PID: 002-1079-30-OSO 35.0 Acres Legal: NW 1/4 NE 1/4 I S32 T29N R16W Town of Baldwin I Certified Statement This system has been designed and evaluated in accordance with State and local codes. The sal treatment area must remain protected from disturbance and/or compaction before and after construction. Scale: 1" = 40' Date: 10/05/23 NO WARRANTY IS MADE THAT THIS SYSTEM WILL CONTINUE TO FUNCTION INDEFINf-BY. System must be property maintained. Review your system's management plan far information on proper care and maintenance. LOCATION MAP (not to scale) 70TH AVE