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Home My WebLink About042-1052-80-200 LOT 04ST _ U?, -L - Hill Wisconsin Depart /7 �r ty `, (fig S� ices V� V Page 1 of 2 Division of Indust SOIL EVALUATION REPORT JUL 112022 In accori ance with SPS 385, Wis. Adm. Code County Attach complete site Ilan on r 1/2 x 1 inches in size. Plan must include, phi C�I��aa ST Croix but not limited to: vert al ( M), direction and percent slope, �8�ftt Parcel I.D. scale or dimensions, y a to nearest road. 042-1052-80-200 (Current; pending CSM) Please print all information. Re i wed by Dat� Personal information you provide may be used for secondary purposes Privacy Law, s. 15.04 1 m . Property Owner Property Location: Paltera Land Company LLC Govt. Lot: NE % SW '/< S 19 T 29 N R 18 W Property Address Lot # Block # Subd. Name or CSM# TBD 80TH AVE 04 Pending CSM City State Zip Code Phone Number ❑ City ❑ Village ❑■ Town Nearest Road Roberts WI 54013 Warren 80TH AVE ❑■ NewConstructionUse: ❑■ Residential/Number of bedrooms 3-4 Cod�ierivecf disign flow te 600 G4 D ❑ Replacement ❑ Public or commercial — Describe: __ J// )a_ S 1 /,, � Parent material Loamy drift over sandy/gravelly outwash (Burkhardt-Sattre) Flo plain elevation if applicable NA h —Z-0P" ? General comments and recommendations: Recommend in -ground "conventional" trenches at 30"-36" depth with 0.7gpd/ft2 loading rate. LF =>96" (observation extent) 1❑ Boring # ❑ Boring ❑■ Pit Ground surface elev. 99.10 ft. Depth to limiting factor >96 in. Snil Annliratinn Rata 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 7.5YR 3/3 - I 3mgr ds cs 3c-vf 0.6 0.8 2 9-27 1 OYR 3/6 - I 2f-msbk mfr cw 2m-vf 0.6 0.8 3 27-76 1 OYR 4/6 - s-grs Osg ml cw 1 m-vf 0.7a 1.6a 4 76-96 7.5YR 5/4 - s Osg ml - 0.7a 1.6a Boring# ❑ Boring 2] ❑■ Pit Ground surface elev. 95.90 ft. Depth to limiting factor >96 in. Snil Aonlicatinn Rate Horizon Depth In. Domin_ nt Color Munsell Redox Description Qu. Az. Cont. Color I Texture Structure Gr. Sz. Ch. Consistence Boundary Roots GPD/Ftz "Eff#1 *Eff#2 1 0-7 7.5YR 3/3 - I 3mgr ds cs 3c-vf 0.6 0.8 2 7-18 7.5YR 5/4 - I 2fabk mfr gs 2c-vf 0.6 0.8 3 18-27 7.5YR 4/6 - sl 2msbk mfr cw 2m-vf 0.6 1.0 4 1 27-42 1 OYR 5/6 - grcos Osg ml cw - 0.7a I 1.6a 5 42-80 7.5YR 6/3 - cos Osg ml cw - 0.7a 1.6a 6 80-96 7.5YR 5/4 - s Osg ml - - 0.7a 1.6a �3iinr�f�.aecuu�suv�umi�-r.T�waw�snr��.vr.:r��+�ur�at•�r�ci�i��ci�F�ii��nnnruu��.iii►i�c�ni �unn� CST Name (Please Print) Signature CST Number Ryan Bechel 1?oq 1330832 Address Date EvalualtioUConducted Telephone Number 779 Spring Creek RD S, Red Wing, MN 55066 06/16/22 (651) 327-0074 00L _QJJV k'U' 1 ❑3 Boring # ❑ Boring 100.0096 ❑■ Pit Ground surface elev. ft. Depth to limiting factor >' in. Cnil Annliratinn RatP 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 0-6 7.5YR 3/3 - I 3mgr ds cs 3c-vf 0.6 0.8 2 6-20 1 OYR 3/6 - sil 2fabk mfr gs 2c-vf 0.6 0.8 3 20-29 7.5YR 4/6 - sl 2msbk mfr cw 2c-vf 0.6 1.0 4 29-48 1 OYR 5/6 - s-cos Osg ml cw 1 c-vf 0.7a 1.6a 5 48-71 1 OYR 6/6 - s Osg ml cw 0.7a 1.6a 6 71-86 1 7.5YR 6/3 - grs Osg ml cw - 0.7a 1.6a 7 86-96 7.5YR 5/4 - cos Osg ml - - 0.7a 1.6a ❑4 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Cnil Annliratinn RatP� 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. Cnil Annliratinn Rafe 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 5 150 mg/L * Effluent #2 = BOD, > 30 <_ 220 mg/L and TSS > 30 <_ 150 mg/L Designer: Ryan Certified Soil Tester:ster: 1330832 ADVANCED Designer of Engineering Systems: D 2263-7 M E ' ; %• "All property lines not SYSTEM NOTES P Pefty � Benchmark drawn are >100ft from Septic Tank: Soil Boring system 1$ BM1 = 100.00 Top 1" PVC pipe --------- --------------- I (14" above grade) Pump Tank: / ^+ 000 Soil Treatment Area: fS� S�tvV -Recommend in-ground'conventional'trenchesat30'-36' o �¢J depth with 0.7gpdif loading rate o \ -Depth to restriction =>96' (observation extent) O P-Contour=100.00' g 9 I i =�0 (�� Slope =159E i m 910 O BM2 = 100.00 i Top nail in 5" cherry tree _ M _ (47" above grade) i Proposed west P.L. ±295' Distribution: (pending CSM) to east P.L. LOT 04 LOCATION MAP (not to scale) F- **Well to be located >50ft from soil treatment area & o s >25ft from tanks** 00 80TH qVE Ri y Rio SCALF. PREPARED FOR: RiyI I Paltera Land Company RR�� 20' Site Address: V 0' 40' TBD 80TH AVE _ I Riy Roberts, WI54013 — _ M RIM PID: 042-1052-80-200 ±14.56 Ac. Legal: Lot 04 proposed CSM NE 1/4 SW 1/4 S19 T29N R18W Town of Warren Certified Statement: This system has been designed and evaluated in accordance with State and Local codes. The soil treatment area must remain protected from dieturbonce and/or compaction before and after construction. Stale: 1" = 40' Date: 6/16/22 NO WARRANTY IS MADE THAT THIS SYSTEM WILL CONTINUE TO FUNCTION INDERNnELY. System must be property maintained. Review your systems management plan for information on proper care and maintenance. A CERTIFIED SURVEY MAP LOCATED IN PART OF THE NW Y4 OF THE SW Y4 AND IN PART OF THE NE Y4 OF THE SW Y4 AND IN PART OF THE SE Y4 OF THE SW Y4 OF SECTION 19, T29N, R18W, TOWN OF WARREN, ST. CROIX COUNTY, W ISCONSIN, BEING LOT 1 OF A CERTIFIED SURVEY MAP RECORDED IN VOLUME 19, PAGE 4854 RECORDED AT THE ST. CROIX COUNTY REGISTER OF DEEDS OFFICE. GENERAL NOTICE STATEMENT THE PARCEL SHOWN ON THIS MAP IS SUBJECT TO STATE, COUNTY AND TOWNSHIP LAWS, RULES AND REGULATIONS (I.E., WETLANDS, MINIMUM LOT SIZE, ACCESS TO PARCEL, ETC.) BEFORE PURCHASING OR DEVELOPING ANY PARCEL CONTACT THE ST. CROIX COUNTY ZONING OFFICE AND THE TOWN OF WARREN FOR ADVICE. W%CORNER Uf�lPl-, 77EC, SEC. 19 S89'15'42"E 5291.66' S89'15'42"E 1770.74_ 8 I F- 75SB I I EAST -WEST QUARTER LINE OF SECTION 19 Q I � 0 W I J-) � C 1 O 0 CENTER OF SECTION 19 ALUMINUM MONUMENT FOUND S42'00'22"E 0.41' FROM COMPUTED POSITION S89'15 42 L 9'15'42"W 898,92' _2622.00' . U? �I 3ZIw (n Z m r0 Q I I N89'15'4 "W 594.0 'co o 'n I248.59' 225.71' 119.77' v o- LOT 1 LOT 2 LOT 4 Co o I 2.89 ACRES 3.18 ACRES I' O 14.56 ACRES 14.19 ACRESDI O Q -�J 2.74 ACRES3.01 ACRES (EXCLUDING O) (EXCLUDING (EXCLUNG w H1 Z n _O -,) RIGHT-0E-WAY)'^ RIGHT-0E-WAY)- W RIGHT-0FWAY) coJ O N O I w I. o '_ - p> O w rn LOT 3 18.73 ACRES w F- 0 O 1� Lr)p W it W- y4 rn (- 18.23 ACRES (EXCLUDING Q Z) Z 1 n ADJACENT O y (u w W t\ RIGHT-0F.WAY) Q N 1 O DRIVEWAY N a �. -+ i� r a WETLAND y 1 0 0 3; ¢ .� o w w 3 Lo \ I (n S6 Z / `� it - wI- N n N 78S34p, /3 Z g683 =Q ro u`5 w �0 r 3�,,74. 7 �1 7.69, Q a o n 15 n 3 3 N O n \S6 14 r , O 4O 74 C�- 1 1 _W N 3j8 e_ _ — 8g ` — vll NE -SW h OO -m000 ---o— 359.25' E1 ^1I'l0 SE -SW cnow---. 9.29 — 0N844.16' w a z— 484.91' S87'09'9490 24,E a wZ 849w .49' a LEGEND '- 00 d w o FOUND COUNTY SECTION CORNER � w co -- N Z z z MONUMENT (AS NOTED) S Y4 CORNER F p lt Z)® FOUND 1.25" OUTSIDE DIAMETER IRON SEC. 19 N U LL g PIPE w (n x O • FOUND 1" OUTSIDE DIAMETER IRON x w (n > -- O a O (n PIPE ® SET Y4" X 18" IRON REBAR, WEIGHING NOTE: SECTION CORNERS SHOWN HEREON HAVE SCALE IN FEET 1.50 LES. PER LINEAR FOOT BEEN FOUND AND VERIFIED WITH TIES OF 0®0 ( ) PREVIOUSLY RECORDED RECORD AND PUBLISHED ST. CROIX COUNTY COORDINATES. FIELDWORK COMPLETED 05/06/22. SURVEYOR: PREPARED FOR: 5G LAND S SOLUTIONS JOSEPH GRANBERG PALTERA LAND COMPANY, LLC DRAFTED BY JMS 1428 134TH AVENUE 746 PACKER DR. JOB NO. 207-002 SHEET NEW RICHMOND, WI 54017 HUDSON, WI 54016 DATE: 05/26/21 1 OF 2 TJ NY 't N 11 Al il, It 7Z "77-SOILS & SLOPE MAP JUL 5 2022 LOCATED IN PART OF THE NW %4 OF THE SW %4 AND IN PART OF THE NE %4 St. Croix County OF THE SW Y4 AND IN PART OF THE SE Y4 OF THE SW %4 OF SECTION 19, Community Development T29N, R18W, TOWN OF WARREN, ST. CROIX COUNTY, WISCONSIN, BEING LOT 1 OF A CERTIFIED SURVEY MAP RECORDED IN VOLUME 19, PAGE 4854 RECORDED AT THE ST. CROIX COUNTY REGISTER OF DEEDS �5 - , �6 OFFICE. GENERAL NOTICE STATEMENT CONTIGUOUS BUILDABLE AREA THE PARCEL SHOWN ON THIS MAP IS SUBJECT TO STATE, LOT AREA EXCLUSIVE OF LIMITING FACTORS INCLUDING COUNTY AND TOWNSHIP LAWS, RULES AND REGULATIONS SETBACKS, WETLANDS, AND SLOPES > 25%. (I.E., WETLANDS, MINIMUM LOT SIZE, ACCESS TO PARCEL, LOT 1 = 2.2 AC. LOT 3 = 15.6 AC. ETC.) BEFORE PURCHASING OR DEVELOPING ANY PARCEL LOT 2 = 2.2 AC. LOT 4 = 12.0 AC. CONTACT THE ST. CROIX COUNTY ZONING OFFICE AND THE TOWN OF WARREN FOR ADVICE. Nrl UNPLATTED LA DDS LOT 3 r A . LOT 4' z- r \� SOIL )� 1 r;ufi3a IF- k Ali LU ir a w o o LEGEND o U FOUND COUNTY SECTION CORNER 2 Z z N w ALUMINUM MONUMENT FLO of =O ® FOUND 1.25" OUTSIDE DIAMETER IRON CnL)LLc�g PIPE U) w 75 lu-,)- FOUND 1" OUTSIDE DIAMETER IRON mU-U)w>- PIPE 93 SET %/4' X 18" IRON REBAR, WEIGHING NOTE. SECTION CORNERS SHOWN HEREON HAVE SCALE IN FEET 1.50 LBS. PER LINEAR FOOT BEEN FOUND AND VERIFIED WITH TIES OF RECORD AND PUBLISHED ST. CROIX COUNTY 0 40 80 ) PREVIOUSLY RECORDED COORDINATES. FIELDWORK COMPLETED 05/06/22. G� LAND SURVEYOR: PREPARED FOR: S SOLUTIONS JOSEPH GRANBERG PALTERA LAND COMPANY, LLC. DRAFTED BY: JMS :- -,-- 1428 134TH AVENUE 746 PACKER DR. JOB NO. 207-002 SHEET -GRAMBERG&SOAWENTAC NEW RICHMOND, WI 54017 HUDSON, WI 54016 DATE: 07/05/22 1 OF 2