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HomeMy WebLinkAbout038-1136-80-000 (2) • Gsr -a(a i _ 3S3 • Wisconsin Ddustry � $ay ces • Page 1 of 3 Division of Industry \� LI vVVV J Fen 4 SOIL - -r_':t�'Gr:.�0 RT 1073 11541 Alt. S E P 13 20211n accoadance with SPS 385,Wis. Adm. Code County Attach complete site plan on paper not lesAtha 8 1/2 x A1 inches in size Plan must include, St.Croix Co. but not limited to:vertical and trbi'iznfittlfr point(3M),direction and percent slope. Parcel I.D. scale or dimensions.n?rttCairrOVP gild' to nearest road. 038-1136-80-000 Ref#2648 Please print all information. Revged by ila / Datel Personal information you provide may be used for secondary purposes(Privacy Law,S. 15.04(1)(m)). h J 7/ b/Z 2• Property Owner Property Location L-YJ kathleen Cody Trust Govt.Lot NW '/. SE %. S 33 T 31 N R 18 E (or) W Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#/, 1073 185'"Ave. Na Na Proposed CSM • City State Zip Code Phone Number ❑City ❑Village ®Town Nearest Road New Richmond I WI 154017 I (715)246-2888 I I Star Prairie 1110'"St. ® New Construction Use:® Residential/Number of bedrooms 3-4 Code derived design flow rate 450-600 GPD ❑ Replacement . ❑Pubf or commerciaGL Describe: �^ Parent material Glacial till /(,(,r1/ Xtrtfo Si Flood Plan elevation if applicable na ft. ZOL,L General comments and recommendations: Sit suitable for ound POWTS. Recommended sysem elev.= 101.50'at 9"above 100.75'contour. I Boring* ❑Boring 1 ®Pit Ground surface elev.99.23'ft. Depth to limiting factor 27"in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az. Cont.Color Gr• .Sz.Sh. •ER01 •Efl#2_ 1 0-7 10yr3/3 none sl 2fgr mvfr as 2vf,fm 0.6 1.0 2 7-27 10yr4/4 none sl 2msbk mfr cw 1vf,f 0.6 1.0 • 3 27-45 7.5yr4/6 f2f7.5yr5/8 sl lcsbk mvfr cw lvf 0.4 0.7 4 45-63 7.5yr4/4 f2d 7.5yr5/8 Ifs 8fsl Osg/lcsbk mUmvfr - - 0.2 0.6 i 2 Boring ft ❑ Boring ® Pit Ground surface elev 101 70'tt Depth to limiting factor 35"in. Soil Application Rate_ Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az. Cpnt.Color Gr.Sz.Sh. •Eff#1 •Eff#2 1 0-9 10yr3/3 none sl 2fgr mvfr cs 2vf,f 0.6 1.0 2 9-18 10yr4/4 none sl 2fsbk mvfr cw 1vf,fm 0.6 1.0 3 18-35 7.5yr4/4 none gr Is Osg ml cw 1vf,f 0.7 1.6 4 35-44 10yr4/4 f2d 7.5yr5/8 Ivcefsment' Om mfl cw - 0.4 0.6 5 44-60 7.5YR4/6 f2p 7.5YR5/8 cement. Om mvfl - - 0.4 0.6 •Effluent#1 =BOD,>30 5 220 mg/L and TSS>30 5 150 mg/L uent#2=BODE>30 s 220 mg/L and TSS>30 5 150 mg/L CST Name(Please Print) Signe Ire /` CST Number James K.Thompson /le-) S—.- a 30021 Address ate Evaluation Conducted Telephone Number 340 Paulson Lake Lane,Osceola,WI 54020-5413 September 1.2021 (715)248-7767 SBD-8330(R04/15) 3 Boring# ID Boring , ®Pit Ground surface elev.96 31'ft Depth to limiting factor 40"in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az.Cont.Color Gr. Sz.Sh. 1 0-10 10yr313 none sl 2fgr mvfr aw 2vf,fm 0.6 1.0 2 10-20 10yr4/4 none sl '2msbk mvfr cw 1vf,f 0.6 1.0 3 20-36 10yr4/4 none sl 1csbk mvfr cw 1vf 0.4 0.7 4 36-67 7.5yr4/6 f2d.5yr5/8 Ifs/sl 0sglcsbk ml/mfr - - 0.4 0.7 ❑Boring Boring# ❑Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description • Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az.Cont.Color Gr. Sz.Sh. __ •Eff#1 •ER#2 •• I Boring# • El Boring ❑Pit Ground surface elev. ft. Depth to limiting factor 0"in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az.Cont.Color Gr. Sz.Sh. •Eff#1 •Eff112 • •Effluent#1 =BOO. >30 s 220 mg/L and TSS>30 s 150 mg/L •Effluent#2=BOD. >30 s 220 mg/L and TSS>30 s 150 mg/L • SO,/c✓a/c ad'•.,";6. ♦ Fx•se/*J 9rRds ckcf 6�if,/lie , Pow L.,.,./,Yf •l 44 liu?8 , t '. . CalyTksf :e- ro73/e • NC. PasEihzt '7e.4 eP ch c, A/ 5Yo/7 L.t o/.r%or•.,. -.. ca.K N 44aYY�E�'t" s� 3- T. 3/n, D Q./8W, Te.0{5da. ' , -r,e, /aU geom./,..t• -crz 4 ma.K:T,o.i,, 1Y,!`scI•y04✓.G.i°/Pc'lso_,/so, . 83 , pao.o . , . . `� . \ \ `\ %.*. / \ y1 • • ... kY.• \ \ • '-' • ‘3 \'II \\ 1 5 cos n' \ N\ f 000(°k;•nifl 5di ‘\ ■‘\gr e •- \ ` ,� _ - - - - ' . 6o;/c✓a/ua6'..,/a,e.. ii ExosfiJ flrtde .eito 6c.4/G;/Ice' Po.,d 1 ,.A' -'1 41..1ca.41 • woet'd A/a .' . a dy r Kst /073/e ' ' L. PIZS&L'e, "le‘‘)a?c . d,cA/ SY017 L40e 0/4.irPr. ,, -. Cs.", N A utYfi l'f sec: 3. 1 1 3,', U Q./bW., Te.a{3da, • , •lie, SE.. L/b 7c C•y 444 4;51.51et5 loci ¢038•U.%- -a.r. < WfsCadt.:.( a 1 33a '-' ex K.re< (06 C•'4c 97.0''' 9G.u' IN"scL.yo A✓. Qao' . "%., \ , \' \ .\ -� / \ \ �\ ` ` `\ w \ ` \ \ \ \ 171r1146 0.911: \ A. \ • V \ ' XS 8a� \\ \` - �° \ /os 7s' • Arevex:mete y�o \\ ■`\61 \- ' . . \ - - ` , . p5. 3 0;3 O INDICATES SOIL TEST BENCHMARK FOUND ❑ INDICATES BORE HOLE LOCATION ACCORDING TO SOIL TEST CERTIFIED SURVEY MAP LOCATED IN THE NW I/4 OF THE SEI/4 OF SECTION 33,T31N,RI8W,TOWN OF STAR PRAIRIE,ST. CROIX COUNTY,WISCONSIN; INCLUDING ALL OF LOT 5 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 32,PAGE 7136 AS DOC. NO. 1155832 IN THE ST. CROIX COUNTY,REGISTER OF DEEDS. iA: IRON PIPE FOUND N26°09'15E 0.26'FROM COMPUTED POSITION. LB}IRON PIPE FOUND NO1°03'57°E 0 48'FROM COMPUTED POSITION ©-IRON PIPE FOUND N08620'18'E 0.83'FROM COMPUTED POSITION. N.CORNER, (0-IRON PIPE FOUND NO8°3720'W 0.79'FROM COMPUTED POSITION. SEC.33 IT IS UNCLEAR AS TO WHY THE MARKERS FOUND AT THE SITE DO NOT FIT THE CERTIFIED SURVEY MAP RECORDED IN VOLUME 10,PAGE (31'4"IRON I. 2890 BETTER THAN THEY DO R IS POSSIBLE THAT ONE OF THE SECTION CORNERS HAS BEEN MOVED OR THAT THERE IS A SYSTEMATIC PIPE FOUND) ''i ERROR WITH THE PREVIOUS C.S.M. THE MATHEMATICAL POSITIONS ON THE RECORDED C.S.M.WERE USED BECAUSE THE w MATHEMATICAL POSITIONS FIT THE SECTION AND THE SURROUNDING PROPERTY BOUNDARIES BETTER THAN THE MARKERS FOUND. UNPLATTIED elict g g§ UNPLATTIED LAND S I LANDSC�. NOTE:OVERHEAD WIRES NOTE:OVERHEAD WIRES i 185TH i d, I (OVERALL DIST.=5292.36') FOLLOW FENCE LINE g 29, i - © FOLLOW FENCE LINE EAST-WEST 1.SECTION LINE *\ Q I (AVENUE �` "�="'--• -4, 10 1 1 N89°3T44'W 1323.99' 10' , NB9°3T44°W�_;y. 1‘13- 1257.98' .qt °374414rAr-T _„i 2644.38' _ (R S89'1,3.4.5 1323.98') •\ 1323.99' g 1 DWELLING POOL .�1. $ >o (NOT SHOWN d` ®®' Si c o 4 '.s, LOT 6 IN DETAIL) CP:®7i ��/ du. N W 585,336 SO.FT.(13.44 ACRES) SHED > _- ;_� �I N Li y uz1 Li wi- 6I n 73 INCL. RIGHT-OF-WAY SEPTIC• EXISTING88' co' ,x o-x ® inn ,' 583,174 SO.FT.(13.39 ACRES) `, VENT y WIDE EASEMENT N •• I�Ix c1 n cc g N ''-e o \� ,. VOLUME 1117, Ip i.- 4) re q 4. EXCL. RIGHT-OF-WAY SHED J`_.__i� F+ ` i�f Q 8 1x PAGES 007-008 4 o C3 ® 8 h r 25' (GRAVEL WETLAND s I ',� o IDS L'il� c _ !D DRIVEWAYS-7 � j n IY .. !✓ } n 10'1 (R N89-7.3'43"W % 1 ° 21 g � ) S89 653 t E 509.10' z b j ai I 989°36'51•E 814.71' -- —_ —_ - ----- --_- _..1,E f`�-- - - - - - - - -I- - O -:'I SEPTIC E EASE" - t` N as „ I TANKS. o / in g ~ DWELLING / ui r` E I (NOT SHOWN .' N IN DETAIL) SHARED DRIVEWAY EASEMENT AGREEMENT - - - WETLAND -, 69 w I RECORDED IN DOC.NO. 1155833. N ��9 ry N NOTE:Lots may be subject to future special ^0 4b� �� N assessments for any upgrades and co _ 0h �0f. I N improvements to the road. v 11 LOT 7 M "�` g g NOTE: See sheet 3 of 3 for buildi v ^ 435,903 SO.FT. d ;r (10.01 ACRES) = o I I information regarding 100 year flood g F d Lr;ir4) elevation on Lot 7. rn z Q I UNPL�.G^QTTED L�,�I1�IM 5• - - BUILDABLE 0 I - <AREA rA . in z I LANDS CURRENTLY OWNED BY: 10. '.,, 6 zWI 0. KATHLEEN CODY -�- -r- g O I b, ��,.,���{/` BENCHMARK _-a--- a OK I I „v (1:. TOP OF REBAR. SOUTH LINE OF THE 1 WETLAND A w N ELEVATION= NW..OF THE SE�4 g `n I N 1005.0' ` 1o'1 'S89°49'22°E 509.08' 25 I En n = w / 33� L-. -, , - • -• I; _. I LEGEND W14OFI1ESE% 4I a�w I o 0 SECTION CORNER(AS NOTED). UNPLAWI D LANDS') cc O* z I 1-OUTSIDE DIAMETER IRON PIPE 7f�► FOUND. LANDS CURRENTLY OWNED BY: I c KATHLEEN CODY