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Home My WebLink About042-1052-80-200 LOT 02CST- Zo22 ISi I Wisconsin Depa i[�� ices Page 1 of 2 Division of Indust � v 112022 t1 � SOIL EVALUATION REPORT 1 JUL 2022 In acc Irdance with SPS 385, Wis. Adm. Code County Attach complete sit Ian on ��@@ not Ms than 8 1/2 x 11 inches in size. Plan must include, ST Croix but not limited to: ve pc an?'15or I`r�f&ce point BM), direction and percent slope, Parcel I.D. 19C4 scale or dimensions nice to nearest road. 042-1052-80-200 (Current; pending CSM) Please print all information. Revi ed by ADa ems` Personal information you provide may be used for secondary purposes Privacy Law, s 15.04 1 m . v w Z 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 02 Pending CSM City State Zip Code Phone Number ❑ City ❑ Village ❑■ Town Nearest Road Roberts IWI 154013 1 1 1 Warren 80TH AVE ■❑ New Construction Use: ❑■ Residential/Number of bedrooms 3-4 Code derived de gn flow rate 600 PD ❑ Replacement ❑ Public or commercial — Describe: P Sf f b Q S/t p N t�a Parent material Loess over loamy drift over sandy outwash (Satire) Floodplain elevation if applicable NA ft2pku� K General comments and recommendations: Recommend in -ground "conventional" trenches at 36" depth with 0.7gpd/ft2loading rate. /� LF =>96" (observation extent) 1❑ Boring # ❑ Boring APit Ground surface elev. 100.50 ft. Depth to limiting factor '96 in. Snil Annliratinn Rafa 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 0-9 1 OYR 3/3 - sil 1 msbk-1 mpl mfr cs 1 m-vf 0.4c 0.6 2 9-21 1OYR 5/4 - Sid 2fabk mfi gs 1vf 0.4 0.6 3 21-33 7.5YR 4/4 - sl 1 csbk mvfr cw 0.4 0.7 4 33-47 7.5YR 4/6 - cbs Osg ml cw 0.7a 1.6a 5 47-60 7.5YR 4/6 - grcos Osg ml cw 0.7a 1.6a 6 60-96 7.5YR 5/4 - s-grs Osg ml - 0.7a 1.6a ❑ Boring # ❑ Boring ❑■ Pit Ground surface elev. 100.00 ft Depth to limiting factor '100 in. Snil Aoolication Rate Horizon Depth In. Dominant Color Munsell Redox Description I Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 Eff#2 1 0-9 7.5YR 3/3 - I lmpl mfr cs 1f-vf 0.4 0.6 2 9-18 7.5YR 5/3 - sil 2fabk mfr-mfi gs 1vf 0.6 0.8 3 18-32 7.5YR 4/4 - sl 2fabk mfr-mfi cw 0.6 1.0 4 32-58 1 OYR 4/6 - cbs Osg ml cW 0.7a 1.6a 5 58-77 7.5YR 4/4 - grcos Osg ml cw - 0.7a 1.6a 6 77-100 7.5YR 5/3 - grcos-grs Osg ml - - 0.7a 1.6a CST Name (Please Print) u Signature CST Number Ryan Bechel 1330832 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S, Red Wing, MN 55066 06/16/22 (651) 327-0074 con 3"n ionAllr\ ❑3 Boring # ❑ Boring g7 10 0 Pit Ground surface elev. ft. N Depth to limiting factor '96 in. Rnil Annliratinn 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 0-12 10YR 3/3 - sil 1 msbl-1 mpl mfr cs 2c-vf 0.4c 0.6 2 12-31 7.5YR 4/4 - I 2fabk mfr-mfi cw 2c-vf 0.6 0.8 3 31-46 7.5YR 4/6 - Igrs Osg ml cw 1 m-vf 0.7a 1.6a 4 46-78 1OYR 5/6 - s-grs Osg ml cw 0.7a 1.6a 5 78- 7.5YR 5/3 - s-grs Osg ml - 0.7a 1.6a ❑4 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. I Snil Annliratinn 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. .,nil 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 I *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 5 150 mg/L Designer: Ryan Bechel ADVANCED *All property lines not O Benchmark SYSTEM NOTES Certified Soil Tester: 1330832 Designer Engineering Systems: D 22631-7 F49 drawn are >100ft from 11$1, Soil Boring Septic Tank: of e N ; R ;; r r,+ ,>, i il system SCALE L + + + + + + + + + + + + + + + + + + + + + + + + + 20' 0' 40' + + �/� + cocoS BM2 =-� 100.0� + +Top it in 22" Elm + + + + + + 4 + + + + + n (5du above grade + + + + + Pump Tank: + + 4 + + + + + + + + + BM1 = 100.00 �'. — . + -+- + + + + + + Top 1" PVC pipe _ 63 � �s�� + + + + + + + (28" above grade) �. + + + + + + Soil Treatment Area: ~ + + + + T -Recommend ingro nd'conventional'trenches at 36' depth with 0 7gpollt loading rate \ + Pro p os eastF.L.a +-Depth lorestriction =>96' (observation extent) 100.50 •� � } \ -Slope=7-11^t r`- + + +»>III Proposed east P.L. a \ + + + (pending CSM) \ �9 �0 000 \ \ + i + } {� + a Distribution: LOT 01 '00 \ + fOOD-8 LOT 02 Tree \ + + + LOCATION MAP (not to scale) line + + + + -t + I + + **Well to be located >50ft 0 PEN + + o from soil treatment area & I+ + + o o cow >25ft from tanks** + + 80TH AVE + + PREPARED FOR: + + LOT 03 PaRera Land Company 13-4BR Homel -+- i Site Address: f — — — L I 1 + + TBD 80TH AVE I I Roberts, WI 54013 - + PID: 042-1052-80-2 00 t3.16 Ac. v rr J L — I , Legal: Lot 02 proposed CSM — ---_J NE 1/4 SW 1/4 y I S19 T29N R18W Town of Warren Certified Statement: This system has been designed and evaluated In accordance with State and Local codes. The edl treatment area must remain protected from disturbance and/or cornpaction before and after construction. Scale: 1" = 40' Date: 6/16/22 NO WARRANTY IS MADE THAT THIS SYSTEM WILL CONTINUE TO yetem's management plan for information on FUNCTION INDEFlNrifLY. System must be properly maintained. Review your r piraper care and maintenance. 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, WISCONSIN, 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. V N �r 11- ,Alrlr[s 1 CORNER W /4 SEC 19 S89'15'42"E 5291.66' S89'15'42"E 1770.74' N89.15 I F— C I EAST -WEST QUARTER LINE OF SECTION 19 OD Qc"),° I V I � Lo I �J p O O °I w z z Ln / N89'15'4 "W 594.0 ' 1 ( 248.59' 225.71' 119.77' 5 LOT 1 LOT 2 i r 2.89 ACRES 3.18 ACRES I 2.74 ACRES( r7 I ACRES ` I U-) (EXCLUDING CA (EXCLUDING RIGHT-0E-WAY('^ RIGHT-0E-WNYj'ro LOT 3 I 14J I CN rn a w rn N W 1wr i K - 18.73 ACRES 18.23 ACRES = 1 In in X a y'9 lf7 ADJACENT O 'o o' W 1, (EXCLUDING RIGHaDE-wnrl jI 1 0 DRIVEWAY CENTER OF SECTION 19 ALUMINUM MONUMENT FOUND S42 00'22" E 0.4Y FROM COMPUTED POSITION S89'15'42"E 898,92' A2622.00'— <F rn IYj O M Go F LOT 4 U Lvu, L, O'o 14.56 ACRES 'o' O in g- Ir-' 14.19 ACRES w M O r( (EXCLUDING Z r, O _ 00 RIGHT-0E-WAY) J N ar v w O\ r O Q Z Q `� 7 O N WETLAND U Op r as o>a ti w 3 I I (n S68S Z �'Oo v ow w u N Do w 1961r 3SI 69 3 a o Ni \S6 '54.86. � r ; w O 4 338��0, fI4 ww Z V w a W ° W z of It C3 o o Z z z O w=) O2 w w w X F w� =W In O'} 10¢U(n SCALE IN FEET 0 40 80 LAND SOLUTIONS NE -SW 1` O al 3591 09'39"E rnjo .40 — SE -SW 500 3 9.25-'� I n ON 844.16- a 484.91, H �� 2 S81'09'39,. 4s24•-- �ITEDD E 849.49, L— LEGEND OIL L�° 9LSIN(UJ� O�-o FOUND COUNTY SECTION CORNER MONUMENT (AS NOTED) FOUND 1.25" OUTSIDE DIAMETER IRON PIPE FOUND V OUTSIDE DIAMETER IRON PIPE ® SET Yq' X 18" IRON REBAR, WEIGHING 1.50 LBS. PER LINEAR FOOT ( ) PREVIOUSLY RECORDED SURVEYOR: PREPAF L0 p S Y4 CORNER —0 SEC, 19 0 (n NOTE.' SECTION CORNERS SHOWN HEREON HAVE BEEN FOUND AND VERIFIED WITH TIES OF RECORD AND PUBLISHED ST. CROIX COUNTY COORDINATES. FIELDWORK COMPLETED 05/06/22. 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 ED WED F!!-51, SOILS & SLOPE MAP JUL !05 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 %4 AND IN PART OF THE SE %4 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 4!�s of - 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. JJNPLATTED LANDS ,>- .. .. .rah .. I I I rS� I VA,Qj Q/ QI al �; LOT 4 LOT 1 ' III LOT 2 r 1P :, ' LOT 3 Q 1 0I I I soft ._ i QI t Oo L so1c i w w Q `Qq Z (' w41 i- = ait o o LEGEND p U FOUND COUNTY SECTION CORNER H -- z w z N ALUMINUM MONUMENT w H O ® FOUND 1.25" OUTSIDE DIAMETER IRON QLo0LL()g PIPE W w w X w w U5 Elf O c- • FOUND 1" OUTSIDE DIAMETER IRON HO¢U>i PIPE v ® SET Y4' 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 PREVIOUSLY RECORDED RECORD AND PUBLISHED ST. CROIX COUNTY 0 40 80 COORDINATES. FIELDWORK COMPLETED 05/06/22. LAND 5's SURVEYOR: PREPARED FOR: SOLUTIONS JOSEPH GRANBERG PALTERA LAND COMPANY, LLC. DRAFTED BY: JMS �Mw 1428 134TH AVENUE 746 PACKER DR. JOB NO. 207-002 SHEET V�+NeE��i&SD/VIYENTAG L,, NEW RICHMOND, WI 54017 HUDSON, WI 54016 DATE: 07/05/22 1 OF 2