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HomeMy WebLinkAbout030-2065-90-200 (3)c 5 t-;w3-o�A 7 ED Wisconsin Departmef Sy 61Ptof�y�ibn s, L e F1 Division of Industry Se ices JAN 112023 301L EVALUATION REPORT In accordar ce with SPS 385, Wis. Adm. Code County St. Croix County ST Croix Attach complete site plan on �� �� 1 it ches in size. Plan must include, but not limited to: vertical direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. 030-2065-� Please print all information. R"p/d Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m Page 1 of 2 Property Owner - - - // r. / - - - r IV r Property Location: (/ l/ Elizabeth A. Anderson Revocable Trust Govt. Lot: NE /4 SE /4 S 35 T 30 N R 20 W Property Address Lot # Block # Subd. Name or CSM# TBD Riverview Acres RD 01 Propos d CSM City State Zip Code Phone Number ❑ City ❑ Village 0 Town Nearest Road Hudson WI 54016 (651) 307-8412 1 1 Saint Joseph I Riverview Acres RD 0 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. 2-0y t JC General comments and recommendations: Recommend at -grade or minimum 6° sand -lift POWTS mound on 100.00 contour with 0.6gpd/ft2 loading rate. LF = 37" (Redoximorphic features) Boring # ❑ Boring ❑■ Pit Ground surface elev. 100.30 ft. Depth to limiting factor 40 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 1 0-10 1 OYR 3/4 - Is Osg ml gs 1 m-vf 0.7a 1.6a 2 10-21 1 OYR 3/6 - Is Osg ml ds 1 f-vf 0.7a 1.6a 3 21-40 1OYR 5/4 - Is Osg ml gs - 0.7a 1.6a 4 40-44 7.5YR 4/4 f2d 7.5YR 5/8 & 10YR 5/1 Is-sl lfsbk-Osg mvfr-ml cs - 0.4 0.7 5 44-70 2.5Y 4/4 m2p 7.5YR 4/6 & 7.5YR 5/2 sll Om mfi - - 0.0 0.2 'Horizon 5 al o had discon inuous pockets of 1 qYR 4/6 Is F2 ] Boring # ❑ Boring Pit Ground surface elev. 97.35 ft. Depth to limiting factor 44 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 1 0-10 1OYR 3/4 Is lfsbk-Osg mvfr gs 1m-vf 0.7a 1.6a 2 10-23 1OYR 3/4 sl 2fsbk ml cw 1vf 0.6 1.0 3 23-44 1 OYR 5/4 - Is Osg mi cs 0.7a 1.6a 4 44-53 7.5YR 4/4 f2f 1OYR 4/6 & 1OYR 5/8 sl 1fabk mfr-mfi cw 0.4 0.7 5 53-69 2.5Y 5/4 cld 7.5YR 5/8 & 10YR 6/1 sil Om mfi - 0.0 0.2 'Horizon 5 al o had discontinuous pockets of OYR 4/6 Is CST Name (Please Print) Signature CST Number Ryan Bechel 1330832 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S, Red Wing, MN 55066 12/30/22 (651) 327-0074 JCU-bJJU (KU4/15) ❑3 Boring # ❑ Boring ❑■ Pit Ground surface elev. 100.30 ft. Depth to limiting factor 37 in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots oun r%ucduun Mdie GPD/Ft2 "Eff#1 -Eff#2 1 0-8 1OYR 3/3 - Is 1fsbk-Osg mvfr gs 1m-vf 0.7a 1.6a 2 8-16 10YR 3/4 - Is Osg ml gw 1f-vf 0.7a 1.6a 3 16-37 10YR 5/4 - Is Osg ml gs 1f-vf 0.7a 1.6a 4 37-44 10YR 5/4 f2f 1 OYR 5/8 & 1 OYR 6/1 Is Osg ml cs - 0.7a 1.6a 5 44-72 2.5Y 4/4 m2p 7.5YR 4/6 & 7.5YR 5/2 sil Om mfi - - 0.0 0.2 4❑ 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 oon mppncation rate GPD/Ft2 -Eff#1 *Eff#2 El 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 aon H ucauon rate GPD/Ft2 -Eff#1 -Eff#2 ` Effluent #1 = BOD, > 30 <_ 220 mg/L and TSS > 30 <_ 150 mg/L ' Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 30 <_ 150 mg/L Bech �� Benchmark Designer: Ryan Tester: ©2ron Advanced All property lines not o SYSTEM NOTES Certified Soil Tester: 1330832 Environmental LLC. Designer of Engineering Systems: D 2263-7 A DVA N C E D drawn are >100ft from Septic Tank: All Y19I1t5 reserved. ENVIRONMENTAL system Soil Boring I in SCALE BM1 = 100.00 to north P.L.H 20' Top 1" PVC pipe F 40' (18" above grade) ' \ --- ±295' IQ O � 0 1 I to east P.L. OPEN \ i FI��D \ "Well to be located >50ft from soil treatment area & 50/6 >25ft from tanks** _....... _... LL J \ Existing property line LY_i \ \ ? (to be removed) I \ � r No I � o I BM2 = 92.30 �CP � LOT 01 Top 1" iron pipe �p A I (at grade) E I --------------------, Proposed I ingress/egress proposed Easement **Soil test for CSM; I no house location proposed** I --- I I I )may I I i Proposed south lot line 1p N (pending CSM) 0 ` I �D r LOT 02 Certified Statement: This system has been designed and evaluated in accordance with State and Local codes. The soil treatment ores must remain protected disturbance and/or NO WARRANTY IS h"i THAT THIS SYSTEM WILL CONTINUE TO FUNCTION INDE INIIELY.compaction'.. before and after construction. System must be properly maintained. Review your system's management plan for information on proper care and maintenance. Pump Tank: Soil Treatment Area: -Recommend at -grade or minimum 6' sand -lift POWTS mound on 100.00 contour with 0.6gpd f(s loading rate -Depth 10 restriction = 37' (Redoximorphic features) -Contour=100.00' -Slope = 5 Distribution: -System will require pressure distribution LOCATION MAP (not to scale) LOT 02 PREPARED FOR: Elizabeth A. Anderson Revocable Trust Site Address: TBD Riverview Acres RD Hudson, WI 54016 PID: 030-2065-90-200 t4.918 Ac. Legal: Lot 01 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. M Z LEGEND G o x BUILDING SETBACK FOUND COUNTY SECTION CORNER; o ALUMINUM CAPPED MONUMENT a u A SOIL BORING • FOUND 1-1/4 INCH OUTSIDE DIAMETER IRON PIPE '� N BUILDING SETBACK LINE i �3o� FRONT: 75 FEET O FOUND 21NCH OUTSIDE DIAMETER IRON PIPE ;, SIDE: 20 FEET o W h REAR: 20 FEET O SET 1 INCH OUTSIDE DIAMETER BY 18 INCH LONG ? c W a IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT z z —940— — INDEX CONTOUR LL K 0 z INTERMEDIATE 2 -FOOT CONTOUR NORTH C.B.A. 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 STATE TRUNK H GH�AY'_3_S 1 2 — (S89`45'03"E -42 05' — ^ — L— _ ~ —1-- EAST i/4 CORNER _ -N99'T .Or — — —_ SECTION 35 _T33' -- �-- `/— M tm x 33, L_O T 1 ,� �.,I o61 I O a �\ I -17 co i—Z VOL. glE ^rl a3 L z o e PG. 2 0 8 Ln ) W I mo., N W O L O T W--. --I ul \?14,229SQ. EY ^� MPS 2 I 2 p ? p \4.918ACRES � 0 `,m zl I c f C.B.A.=3.6ACRES QI z rN.P.B_A.=4.9ACRES i I OPOSLD 2 y $��e 6 W 410 W RIVEREPA VIEW ---J FFD, 4kE �AERED Sri° � g1b2gt12,lFa ACRES E ROAD \ j",,F / < i Lu� to ti a' r QT 2 r ESQ ` rl 3 9 11 C.B.A. = ACRES / 66 ( l/ 3S9' A N.P.B.A. �11.7 ACRES '\ sourH a E-, / Z wD w Nt �/4 Of T}if sE-/4 L o S=M-off mg, ti 1 �k O L� NORTH LINE ` ~ ? GOV'T LOT 4 P�G.r 1saz�—(r�o.�j 7t- 169 -192 NB-5°57'29"W 5*4.79' , � 0 T (N86'04 �.,w) S L _ i all, VO M./sy 16 l��T a� L. 1 P G/ 5_7 7 1 SE CORNER SECTION 35 CONTOURS, SLOPES, CBA & SOIL BORINGS NPLATTED LAND THIS INSTRUMENT WAS DRAFTED BY: JLV JOB NO. 8104-002 DATE: DECEMBER 13, 2022