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HomeMy WebLinkAbout030-2065-90-0001 f' Wisconsin DepartmentFaa��r26Slo I � FS Division of Industry Sery0 — ■ JAN 112023 SOIL EVALUATION REPORT In accordanc with SPS 385, Wis. Adm.Code County St. Croix CountyST Croix Attach complete site plan or pEtp clirection es in size. Plan must include, but not limited to: vertical arittiTol�mt�ta} , and percent slope, Parcel I. scale or dimensions, north arrow, and location and distance to nearest road. 030-206° Please print all information. vl WE Personal information you provide may be used for secondary Durooses fPrivary I aw � 1 s nd/�1 V—,i //// Property Owner Elizabeth A. Anderson Revocable Trust Property Address TBD Riverview Acres RD City State Zip Code Hudson IWI I54016 6 CsT zoz 5- Page 1 of 2 Date Property Location: r V V . Govt. Lot: NE '% SE /4 S 35 T 30 N R 20 W Lot # --[Block # Subd. Name or CSM# 02 PrO2"9d CCSM Phone Number ❑ City ❑ Village ❑■ Town Nearest Road (651) 307-8412 1Saint Joseph Riverview Acres RD ❑■ New Construction Use: ■❑ Residential/ Number of bedrooms 3-4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial — Describe: Parent material Sandy outwash (Hubbard Is) Floodplain elevation if applicable NA ft.y� General comments and recommendations: Recommend minimum 13" sand -lift POWTS mound on 100.00 contour with 0.4gpd/ft2 loading rate. LF = 23" (Redoximorphic features) Fi�Boring # ❑ Boring ❑■ Pit Ground surface elev. 100.00 ft. Depth to limiting factor 30 in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots bou H uca ion state GPD/Ftz *Eff#1 *Eff#2 1 0-11 1OYR 3/3 1 2f-msbk mfr cs 2m-vf 0.6 0.8 2 11-21 1OYR 4/4 - sl 2msbk mfr gs 1f-vf 0.6 1.0 3 21-30 7.5YR 4/4 1 2mabk mfr cw 1f-vf 0.6 0.8 4 30-50 7.5YR 4/6 f2d 5YR 4/6 & 7.5YR 5/1 Is Osg ml cw 1f-vf 0.7a 1.6a 5 50-71 10YR 5/6 f2f 10YR 4/6 & 10YR 6/1 Is-s Osg ml - 0.7a 1.6a *Horizon 4 al o had discon inuous pockets of 2. Y 5/4 sil (0m) *Horizon 5 also had co tinuous bands o 7.5YR 4/4 Ifs (Os /ml) w/ c1d 7. YR 5/8 & OYR 6/1 red x. features ED Boring # ❑ Boring ❑■ Pit Ground surface elev. 96.60 ft. Depth to limiting factor 23 in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots boll Application Mate GPD/Ftz *Eff#1 *Eff#2 1 0-11 1 OYR 3/3 - I 2f-msbk mfr cs 1 m-vf 0.6 0.8 2 11-23 10YR4/6 - sl 1msbk mfr cs 1f-vf 0.4 0.7 3 23-30 2.5Y 5/4 f2d 7.5YR 5/8 & 10YR 5/2 sit 1fabk mfr-mfi cw 1f-vf 0.4c 0.6 4 30-67 7.5YR 5/4 f2f 10YR 5/8 & 10YR 6/2 Ifs Osg-Om mfr-ml cs - 0.5 1.0 5 67-74 7.5YR 3/3 *saturated; none apparent* grcos Osg ml - - 0.7a 1.6a *Horizon 4 al o had pocke * Fff i iant $1 s of weakly cemen = Rnn , zn < oon d Ifs-fsl CST Name (Please Print) Signature /L an❑ 1 bb > 3U s IOU m /L Ryan Bechel CST Number 1330832 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S, Red Wing, MN 55066 12/30/22 (651) 327-0074 bDU-0.73U tKU4/"15) El F3 ] Boring # ❑ Boring 10000 ❑■ . Pit Ground surface elev. ft. Depth to limiting factor 30 in. Rnill Annlicatinn Rnta - Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' *Eff#1 I 'Eff#2 1 0-9 1 OYR 3/3 - 1 lfsbk-1 mpl mfr cs 1 m-vf 0.4 0.6 2 9-19 1 OYR 4/4 - sl 1 msbk mfr gs 1 m-vf 0.4 0.7 3 19-30 1OYR 3/6 - I 2mabk mfi cs 1f-vf 0.6 0.8 4 30-54 2.5Y 5/4 cif 10YR 5/8 & 10YR 6/2 sil 1 mabk mfr-mfi aw - 0.4c 0.6 5 54-68 7.5YR 5/4 f3d 5YR 5/8 & 7.5YR 6/1 Is-s Osg ml - 0.7a 1.6a F� Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting -factor in. SI nil Annlinatinn Rate I 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 F-5 I Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Cnil Annlirntinn 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 5 220 mg/L and TSS > 30 5 150 mg/L * Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 30 s 150 mg/L Designer: Ryan Bechel © 2022 Advanced *All property lines not O Benchmark Certified Soil Tester: 1330832 Environmental LLC. DVANCED drawn are >100ft from Septic Tank: Designer of Engineering Systems: D 2263-7 All rights reserved. 020 NVIRONM ENT system Soil Boring v I ram- 1 I g�ym/ Proposed LOT 01 ,� --- ingress/egress U,,d Easement LU � I £ '/d -- ------------------ Proposed south lot line (pending CSM) �. Top 1" iron pipe 0 \ (at grade) G D + T I +� I **Soil test for proposed CSM; +j no house location proposed** A i + + +' ��\ LOT 02 i + 2�� + + \ �� A O < + + BM1=100.00 + + Top 1" PVC pipe Q �� v G + + (20" above grade) Tree **Well to be located >50ft SCALE } + line from soil treatment area & 20' / + + >25ft from tanks** 0' 40' Certified Statement,. This system hoe been designed and evaluated in accordance with State and Local codes. The soil treatment area must remain protected from disturbance and/or compaction before and after construction. NO WARRANTY IS MADE THAT THIS SYSTEM WILL CONTINUE TO FUNCTION INDEFINITELY. System must be properly maintained. Review your system's management pion for information on proper corgi and maintenance. Pump Tank: SYSTEM NOTES v Soil Treatment Area: -Recommend at -grade or minimum 13' sand -lift POWTS mound on 100.00 contour with 0.4gpolft2 loading rate -Depth to restriction = 23' (Redoximorphic features) -Contour=100.00' -Slope = 8% Distribution: -System will require pressure distribution LOCATION MAP (not to scale) PREPARED FOR: Elizabeth A. Anderson Revocable Trust Site Address: TBD Riverview Acres RD Hudson, WI 54016 PID: 030-2065-90-000 ±13.56 Ac. Legal: Lot 02 Pending CSM NE 1/4 SE 1/4 S35 T30N R20W Town of Saint Joseph Scale: 1" = 40' Date: 12/30/22 CERTIFIED SURVEY MAP LOCATED IN PART OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER AND PART OF GOV'T LOT 4 OF SECTION 35, TOWNSHIP 30 NORTH, RANGE 20 WEST, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN; INCLUDING LOT 1 OF THE CERTIFIED SURVEY MAP RECORDED IN VOLUME 7, PAGE 2058 AS DOCUMENT NUMBER 444311. LEGEND s G g BUILDING SETBACK FOUND COUNTY SECTION CORNER; '^ O ALUMINUM CAPPED MONUMENT a SOIL BORING • FOUND 1-1/4 INCH OUTSIDE DIAMETER IRON PIPE BUILDING SETBACK LINE FRONT: 75 FEET O FOUND 2 INCH OUTSIDE DIAMETER IRON PIPE 3 O SIDE: 20 FEET 0 c a REAR: 20 FEET O SET 1 INCH OUTSIDE DIAMETER BY 181NCH LONG ?:n z IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT a - —940— --- INDEX CONTOUR W - N LL O 0 INTERMEDIATE 2 - FOOT CONTOUR ' m * S NORTH C.B.A. L -71 CONTIGUOUS BUILDABLE AREA SCALE: 1 INCH = 250 FEET N.P.B.A. NET PROJECT BUILDABLE AREA 250 125 0 250 VERTICAL CONTROL DATUM: NAVD 1988 25% AND GREATER SLOPES 'dNPLATTED LAND STA-TE TRUNK H�IGH�Ajr'35 EAST 114 CORNER 33' - - - y-- -- — _.SECTION 35 m -x 33, L 0 T\ 1� ti Q �i E- o I �o �� C.S_Iv $1 �1 ��i m� i = �� I 1 1 VOL. 7 N 01 Ln LA a W L O T r 3-- �a; -1-� _zk ul _ \214,229SQ.� o� M1 m1(iNj \4.918ACRES \ o r; Z I m C.B.A. = 3.6 ACRES ° i ? ti I W 3 Q I N.P. B.A. = 4.9 ACRES z iip ` -). \ \ J 1 J I m O �CS>OS6N\ \I �\ y�� 4 RIVEOS�OSH'•�I^2d \S��? gI08 vJ ACRES ROAD I )RIVER VIEW---�\ EfDEA`k6�F"T�'a> 4jbsi?f �� I 1j -- IV (PRIVATE ROAD) -- I \� \�\ e t`E }I R F� w l W WI DO (� (r'i \. \ N N ry >I (Di �I ^tea' 'N $X-T_ 2� 3 3 �i �I QI Qi 2ev, ,° 3 76�# Q. Fi \ ` S o F-1 cnI o �~ fC.B.A.=9.9ACRE5� wI w1 --'\N.P\.A. 11.7ACRES \� Z \ SOUTH LIE -I ,�.. s � �/4 0f ThE SE- /4 1 / L C ° \ / F- \� O i 0 L_5 T % _52.41' NORTH LINE ` y GOV'T LOT 4 G. f PS, 4 ,� \--1aa22�-frso.sol t�'- -UNPLATTED LAND / 18 \/1 1 7 / �L-O / 1 6 T AC '^ SE CORNER SECTION 3S CONTOURS, SLOPES, CBA & SOIL BORINGS THIS INSTRUMENT WAS DRAFTED BY., JLV JOB NO. 8104-002 DATE: DECEMBER 13, 2022 CERTIFIED SURVEY MAP c5trI-,xoAs LOCATED IN PART OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER AND PART OF GOV'T LOT 4 OF SECTION 35, TOWNSHIP 30 NORTH, RANGE 20 WEST, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN. LEGEND�L : - - BUILDING SETBACK � FOUND COUNTY SECTION CORNER; ALUMINUM CAPPED MONUMENT BUILDING SETBACK LINE FRONT: 75 FEET • FOUND 1-1/4 INCH OUTSIDE DIAMETER IRON PIPE SIDE: 20 FEET REAR: 20 FEET O FOUND 2 INCH OUTSIDE DIAMETER IRON PIPE ♦ SOIL BORING O SET 1 INCH OUTSIDE DIAMETER BY 18 INCH LONG IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT — —940— — INDEX CONTOUR (NO3°42`56"E) PREVIOUSLY RECORDED INFORMATION — — — — — — — INTERMEDIATE 2 -FOOT CONTOUR C,B,A, ;• CONTIGUOUS BUILDABLE AREA Ln o Z o W U H K N,P,B,A, NET PROJECT BUILDABLE AREA o W '^ SCALE: 1 INCH = 200 FEET 25%AND GREATER SLOPES N W o w In 200 100 0 200 O 0, o } N VERTICAL CONTROL DATUM: NAVD 1988 W M U W Z r Z Lu F 0 cc z Q Ln W W , W 1 W Q=o �ma0 I� o PIN,, Lu (33'43 (ll /° Ory r/�'-/ ( It t 1_ NORTH EAST 1/4 CORNER SECTION 35 �S�ARED RRIVE A� EA$EME j ��,I R CO2DED ON SkPARA E DOG MEN SEE DQTAI� ON SHEET 2} " �(SHOWN F©R REF RE Cr �Ix SE CORNER SECTION 35 CONTOURS, SLOPES, C.B.A., N.P.B.A. & SOIL BORINGS THIS INSTRUMENT WAS DRAFTED BY. JLV JOB NO. 8104-002 DATE. DECEMBER 30, 2022