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Home My WebLink About034-1032-30-100 (3)` Wisconsin Department of Safefy and PrQQ�� ion I Services Page 1 of 2 Division of Industry Services U 3 2021 ~ SOIL EVALUATION REPORT In accordance with $PS 385, Wis. Adm. Code County ST Croix Attach complete site plan on paper not less than 8 1/2 x 1? inches if}Size. Plan must include, 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. 034-1032-30-100 Please print all information. Revie d by Date Personal information you provide may be used for seconds purposes Privac Law, s. 15.04 1 m . a 14 / Property Owner Property Location: Joshua Melstrom Govt. Lot: NW '/4 NE '% S 15 T 29 N R 15 W Property Address Lot # Block # Subd. Name or CSM# TBD 100TH AVE City State Zip Code Phone Number ❑ City ❑ Village ❑■ Town Nearest Road Glenwood City IWI 54013 (480) 261-9014 1 Springfield 100TH AVE ■❑ New Construction Use: ❑■ Residential/Number of bedrooms 2-3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or commercial — Describe: Parent material Loess over loamy till over sandy residuum (Arland sit) Floodplain elevation if applicable NA ft. zlokcv /'%< General comments and recommendations: Recommend minimum 16" sand -lift POWTS mound on 100.00 contour with 0.6gpd/ft2 loading rate. LF = 20" (Redoximorphic features) "Soil test area outside of all FEMA mapped flooplain portions of property" 1❑ Boring # ❑ Boring ❑■ Pit Ground surface elev. 94.10 ft. Depth to limiting factor 23 in. Cnil Annlicatinn Rat,= 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 0-11 10YR 3/2 - I-sil 3mgr mfr gs 3c-vf 0.6 0.8 2 11-23 10YR 4/4 - I 2f-msbk mfr cs 2c-vf 0.6 0.8 3 23-29 10YR 5/4 f1ld 7.5YR 5/8 & 10YR 6/2 cl 1 mabk mfi aw 1 c-vf 0.2 0.3 4 29+ LSBR (highly fractured) - - - - - - 2❑ Boring # ❑ Boring 100.00 ❑■ Pit Ground surface elev. ft. Depth to limiting factor 20 in. Snil Annlir•.atinn Rate 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 10YR 3/2 - I-sil 3mgr mfr cs 3c-vf 0.6 0.8 2 8-20 10YR 4/4 - sil 2mabk mfr gw 2c-vf 0.6 0.8 3 20-27 10YR 3/6 f1d 7.5YR 4/8 & 10YR 5/1 Sid-Cl 1 c-mabk mfi aw 1 m-vf 0.2 0.3 4 27+ LSBR (highly fractured) - - - - CI I I = I IL tI -0V , iM I - - w- ----- � ...__....._ _ - -, _. CST Name (Please Print) Signature CST Number Ryan Bechel SP-111500001 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S, Red Wing, MN 55066 11/23/21 (651) 327-0074 cRn_Rnnn rRna/1 5`1 ❑3 Boring # ❑ Boring ❑■ Pit Ground surface elev. 98.00 ft. Depth to limiting factor 28 in. Snil Annliratinn Rat. M 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 1 0-9 10YR 3/2 - 1 3mgr mfr cs 3c-vf 0.6 0.8 2 9-19 10YR 4/4 - sit 2fabk mfr gs 2c-vf 0.6 0.8 3 19-28 10YR 3/6 - sil 2c-mabk mfr-mfi gw 1m-vf 0.6 0.8 4 28-34 7.5YR 4/4 f 1 d 7.5YR 4/6 & 10YR 511 ct 1 mabk mfi aw 1 m-vf 0.2 0.3 5 34+ LSBR (highly fractured) - - - - - - - ❑4 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Annlication 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 ❑5 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. I Snil Annliratinn Rat. 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 <_ 220 mg/L and TSS > 30 <_ 150 mg/L * Effluent #2 = BOD, > 30 <_ 220 mg/L and TSS > 30 <_ 150 mg/L E ] Boring # ❑ Boring ❑N Pit Ground surface elev. 98.80 ft. Depth to limiting factor 31 in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color T exture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 1 0-12 10YR 312 - sil 3mgr mfr cs 3c-vf 0.6 0.8 2 12-21 10YR 414 - sil 2mabk ds cs 3c-vf 0.6 0.8 3 21-31 10YR 3/6 - sil 2mabk dsh gs 2c-vf 0.6 0.8 4 31-42 7.5YR 4/4 f1f 10YR 518 & 10YR 6/2 sil 1 cabk dh-dvh - 1 c-vf 0.4c 0.6 ❑4 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. c_u n__r__. _ M_._ -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 7 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 GPD/Ft2 *Eff#1 *Eff#2 * Effluent #1 = BOD, > 30 <_ 220 mg/L and TSS > 30 <_ 150 mg/L * Effluent #2 = BOD, > 30 <_ 220 mg/L and TSS > 30 <_ 150 mg/L Pane 19 Designer: Ryan Bechel �� A DVA N C E D Certified Sol Tester. SP-111500001 Designer of Engineering Systems: D 2263-7 G N e c V r. N r -P/L P/L P/L P/L ±660' I to west P.L. T � Q Current grade OO� New 2-3BR i L� �88.00 V'O Home I j } 1 / Shallow drainage ravine (avoid) !— Ov In / *155' of contour .,—% l length available j l between R-O-W & h� C drainage ravine* BM2 = 104.00 *All property lines not Q Benchmark drawn are >100ft from system Soil Boring SYSTENI NOTES Septic Tank: Pump Tank: STA: -Recommend minimum 16' sand -lift POWIS mound on 100.00 cortour with 0.6gpdtt2 loading rate -Depth to restriction = 20' (Redoximorphic features) -Contour=100.00 -Slope =160h Distribution: -System will require pressure distribution / 4 Top nail in 22" hardwood i tree (7" above grade) rla i / 34�% j %` a)a R d e LOCATION MAP (not to scale) / BM1 = 100.00 / Top nail in 30" hardwood �� w i / / flit / 1 tree (44" above grade) P / I o i i i w PREPARED FOR: Joshua Melstrom TBD 100TH AVE **Well to be located >50ft Glenwood City, WI 54013 from system components** sd .�i.r. PID: 031-1011-30-100 7.0 Acres 25' Legal: NW 1/4 NE 1/4 0' 50, S15 T29N R15W Town of Springfield Certified Statement This system has been designed and evaluated In accordance with State and Local codes. The sail treatment area must remain protected from disturbance and/or compaction before and after construction. Scale: 1" = 50' Date: 11/23/21 NO WARRANTY IS MADE THAT THIS SYSTEM WILL CONTINOE TO FUNCTION INDE INTTELY. System must be properly maintained. Review your_ systems management plan for Irrformation on proper core and maintenance.