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HomeMy WebLinkAbout042-1057-40-100 (2) Wisconsin De artmel s Page 1 of 2 Division of Industry Semi N r 9 DEC 21 2020 SOIL EVALUATION REPOT G Sr- 2.01-41 - yC° In accordance with SPS 385.Wis Adm Code County I/173 roil ( Ave"..ST Croix Attach complete site plas on papstritw Nokia x 11 isches in size.Plan must include, but not limited to:vertica a r sws 4t4iM .direction and percent slope. Parcel I.D..QivI" of: Pi 2-1059-40 scale or dimensions.n o nearest road TBD(Pending CSM) Please print all information. P. ewed1b1y e r D e Personal Information you provide may be used for secondary purposes(Privacy Law.s 15 04(1)(m)) /]{vL f`'lc� l IT�/5/y' Property Owner Property Location: Daryl Jones Govt. Lot SE Y. SE Y. S 20 T 29 N R 18 W Property Address Lot# Block# Subd. Name or CSM# 31- 705i TBD 84TH AVE 10 Proposed CSM(current PID: -1 58-95-000) City State Zip Code Phone Number 0 City ❑Village El Town Nearest Road Roberts IWI 154023 I I 1 Warren 184TH AVE/110TH ST ©New Construction Use:® Residential/Number of bedrooms 4 Code denved design flow rate 600 GPD ❑Replacement ❑ Public or commercial-Describe _ sl ooA ,•,.1 ,( SAS Parent material Loamy drift over sandy outwash(Brrkhard SW 6tre) Floodp a n evation if applicable NA ft.ZO N 7C General comments and recommendations: Reconwnerid inground'conventional'POWIS trenches at minimum 34'depth with 0 7e gpd/112 loedmg nu LF=>111!'(obeerveson extent) 10-A Boring# ❑Boring El Pit Ground surface elev.98.10 ft Depth to limiting factor 118 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 'Eff#2 1 0-8 10YR 3/3 - I 3mgr mfr cw 3m-vf 0.6 0.8 2 8-19 7.5YR 4/4 - cl 2msbk mfi gw 2m-vf 0.4 0.6 3 19-56 7.5YR4/4 - sl 1c-msbk mvfr ow 1f-vf 0.4 0.7 4 56-70 10YR 4/6 - s Osg loose cw 1f-vf 0.7a 1.6a 5 70-118 10YR 6/4 - s-cos Osg loose - - 0.7a 1.6a 'Horizon 4 had 10-15%gravel 10-B Boring# 0 Boring >118 ❑� Pit Ground surface elev 98.60 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu Az Cont Color Gr Sz Sh. 'Efl#1 'Eff#2 1 0-10 10YR 3/3 - I 3c-rngr mfr gw 3m-vf 0.6 0.8 2 10-34 7.5YR 4/4 - sd 2c-msbk mfr-mfi gw 2m-vf 0.4 0.6 3 34-46 7.5YR 4/4 - Is-s Osg loose cw 2f-vf 0.7a 1.6a 4 46-66 10YR 5/3 - cos Osg loose cw 2f-vf 0.7a 1.6a 5 66-118 10YR 5/4 - s-cos Osg loose - - 0.7a 1.6a •Effluent#1 =BOD. >30 s 220 mg/L and TSS>30 5 150 mg/L ' Effluent#2=BOD, >30 5 220 rug/L and TSS>30 5 150 mg/L CST Name(Please Print) Signature a // CST Number Ryan Bethel }5,-- �`� SP-111500001 Address Date Evaluati Conducted Telephone Number 779 Spring Creek RD S, Red Wing,MN 55066 12/09/20 (651)327-0074 SBD-8330(R04/15) ❑Boring 10-c Boring X El Pit• Ground surface elev 93.75 ft Depth to limiting factor >11212 in. Soil Application Rate Horizon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPD/Ft2 In. - Munsell Qu.Az.Cont.Color Gr.Sz Sh Efi11 'ERN2 1 0-11 10YR 3/3 - sil 3fgr mfr gw 3m-vf 0.6 0.8 2 11-22 7.5YR 4/4 - sict 2f-mabk mfi gs 1m-vf 0.4 0.6 3 22 42 7.5YR 4/4 • - sl 2c-msbk mfr-mfi ON 1 m-vf 0.6 1.0 4 42-66 7.5YR 3/4 - Is lcsbk-Osg mvfr cw 1m-vf 0.7a 1.6a 5 66-112 10YR 5/4 - s-cos 0sg loose - - 0.7a 1.6a 'Horizon 4 hoc 15-20%rock Horizon 5 had 15-200%rockrbouldors ❑Boring 4 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. •EIf1k1 'Eff*2 5 Boring• ❑ Boring ❑Pit Ground surface elev ft. Depth to limiting factor_in. Soil Application Rale Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu Az Cont Color Gr. Sz Sh Ef#1 *EN* •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 5 150 mg/L . $ m R § ii P. ce \ §� | ! ! ®§ | _ , - 7) Via« al \%� ! § | ! ! & ! at) \ I°` r ! § 6 } �f|§r P 2 ' / ( /aJ ." —-� � f P. /} ) } . iii ji | 1 14 ,i I + + + • ! ' w � , \ + + a f . _ .- i » ' — — — — —» H @� !! !| i I 0 \- || . |'T p �Kt ci 2 �g ° b #f ! Lid11 a & |! i 0 -J « ` $ i \ In] ! I! ! 01 j { /1 / $ } f)LPj z -. Z\ ' . ! 1 ' q0} ' �0 va ® | \%t! 1 CI | @ | i}|\ J / 1 In | 3 / / / . I | , < 7» / .. ! / |/ $ 7\ / �\ ii p — — q I I - I m= e I S I | I !i E• I AnticipatedDriveway ] ! I I ! ---------------- . I `� | ! rq E ■B � . _ _ _ / 1 , za ;$ |! U ( e/ I ¥} .. ,t! Z I ||/ ■, w |2 HI , P dl pPreliminary Jones C.S.M. r . is: . ` • ' ' to,o- Located in the NE 114 of the* /4 and the SE 1l4`, ; a' ` 1 of the SE 1/4 a1 in Section. 'N, R18W, Town ' •.,. ' / of Warren,St. Croix C•• ,'7 i econsin ,r-�- 1 -,t /'�'. . . -r f - 1 ! f _ ,./ 1 - ,',r, .ti , k.:a.' ,4:-..... Sc�leln - . , . ,i*,- XI 'got'''. — Y: • ` ---contour h4' Cqqq���!d n obeli . (rove N. .\. '�. 1\T ._ .. • • ;•,•.♦C/qr County ' dab. .,y.t . ' ). . t r. - 1 liliMil ftw �t It • Nt/wy • rF t, , •♦ ,,,1 .'".r`, . , '♦ 1 f t., ', ,)' I.No ewpes potter ti • i i i - i �•. `, ' } wrtnm W P.oVoted bb. r_�� \� .% ` " ' \ , l b"pf j `.\ ', Shan one tat. \;,) 1' 33Aces/ 1 .,ti I 1 zt. _ s, ,,, .41 . , . , Lot 1.1 Nv /11".......m="."nmillall14-. _ 4 0 Acres \. .. � l . -- =- - T 34' -?1,* . . .„ \ (` .,..N... \ .: - , e, f � • • 4 • EORIGI1 ^L 131 ( I-L Diu MAR 05 2021 CERTIFIED SURVEY MAP -s, [ J, %is,JntY Located in the NE 1/4 of the SE 1/4 and the SE 1/4 of the SE 1/4, I ;__ , ,.,Development all in Section 20,T29N,R18W,Town of Warren,St. Croix County, Wisconsin. CSYY\ -aocl (- d )7 N 89°51'26" E 301.17' Urplano0 Land N 1/4 Corner,Section 20 • • --- T29N,R18W(Steel 280.85' 20.32' r' "Survey Mark" Nail) o B13n 1111 ,' Line Information 7 c14 B-13C® 11. ao>It (for N6321'36eW 20.D0'nt) '� 8198 �'1 N o 3 1 -, 1 L2=N 10'14'40'W 178.48' • 'o • W c 32 7d Wide 1 • $c1� r - - 1 • Drainage S 86°09'33"E 21 a o I NW 1/4-SE 1/4 a Easement.... I u 66.00' 1 i i 0 ry a Lot 13 to (,1 • QC ; ir+Kv IL c • v < 3.320 Acres • f y t•'• o e o 2 ailal1p -ei 144,620 S.F. r rJ n I Jd fl $ e$ uj�R m �� ° a E OPb j e N 89°04'58"E •" cr • R S i a In ., 72.60' / / WSJ; cl=S • 0n0- - '�3. ' / 'rr'. I 1� 84ti�ii AvPZlue -. e .mac"�' •• G� ® �`6a •G,e 1 ^tIh II • .••_�G9 • �, B12A ® •..tri, �4 I kNIN e •• Cg •� - wen �% 8128 �.''io, HIT 7721 -j- — - - - a try ® Lot 12 I oy, . 61 Existing 3 84th Avenue js, 's, 3.002 Acres I 'I� 2 brive,wy a d'• o. 130,766 S.F. —. _ __ bq __ r- $:_ -_--_ 3 Lot 8 co in r. __ Noah l/n.of the .. 261.48' / - - - 01 -'O a �. 73.50' SE1/4-SEV4 li N87°29'41"W/ to I n .°o N 89'04'58"E 45 ^? (N 8T74'21" W)/ - - - °. - - - - o 2 ti .y��\ / m I d 3. z a Lot 11 >�°• a,/ 1 Z i Lot 7 Lot 10 g 3.654 Acres ,� •,�.h� i l I Lot 3 0 4.817Acres 159,151 S.F. N. a 7°' �Y.0.v, M11 - ^\a O - 209,833 S.F. - '' c., K° // --j3' yrt�',' 1 -yt/j- _0 n .. - �/_ J p 3.' ef amj " 8108 o 8-11A L C,. S ® 4G� 0% I 0, a o ` B1oa® e �$ 1ti'. t 5 Lot 6 •a` $ o f ® B11C o •� �(,^\ Lot 8 90' I c ---- 1 1 H .. °c'1 B10C ® ® re,' en OQ • N oo I 8 eI ex, I -� 200Js' in o 0•. 1 Lot 6 U a h A' J9°00'00„ W •0 2. ' I Lot o8 Scale In Feet 1 3/4-1eba found `� I Ia N42'5007E 1.27 vi l I '''! from PIP°set North line of the S V9 :• - _ _ _ - - - ✓/ of the SEV4-SEV4 0 90 180 360 - - - t I N 89°48'1b"E I S 89°09'25"W 470.89' LEGEND 1302.80' L I Unplatted Lend �oL� Point of Section I lg ,St D.9:-so, I Beginning found type noted).Corner monument, P• SyBI8 ,Owners&Subdividers Daryl Jones&Harvey Jones • 1 174"(o.d.)Iron Pipe,found. o 1126 80ih Avenue % 3/4"Iron Reber,found. �°{ I,VLtnwl) pta$"t Roberts,WI 54023 I m Daniel P.Kugel 5-2884 1 1/4"(o.d.)x 18"Iron Pipe or at 0 weighing 1.881beAlnear Professional Land Surveyor foot,set Ogden Engineering Company 1234 South Wasson Lane _ J`� C'�..04, (700.00') Previously recorded dimension. I River Falls,Wi S4022 V I Job No.20,3580 Soli borings performed B11A Recital on Date:January 20,2021 0 by Ryan Revised:January 29,2021 KUGEL�C DANIEL P. December 9,2020. Revised:February 12,2021 S-2684 —4E---3E— Existing Fence. S 1/4 Corner RIVER FALLS, Section 20 0Q- et-- Proposed Driveway location. T29N,R18W 9iy '\ --- Proposed 17wide (Aluminum Cap) S ll'i - Utility Easement This instrument drafted by Daniel P.Kugel Page 1 of 4