Loading...
HomeMy WebLinkAbout018-1071-90-100 (2) • seC6 i_ED /W. Cyr-aoaa. — o IS • Wisconsin D partme af�riiafession I Services Page 1 of 2 Division of In ustry S� o x o'toPnw SOIL EVALUATION REPORT nitY DeveRient In accordance with SPS 385.Wis. Adm. Code County commu ST Croix Attach completes pan on paper not less than 8 112 x 11 inches in size.Plan must include. but not limited to:vertical and horizontal reference point(BM),direction and percent slope. Parcel I.D scale or dimensions, north arrow.and location and distance to nearest road 018-1071- Please print all Information. Re wed Date Personal information you provide may be used for secondary purposes(Pnvacy Law,s 15 04(1)(m)) J�tity 12f /)e 7 Property Owner Property Location: Brody Peterson(Buyer) Govt. Lot SW V.. SE '/. S 32 T 29 N R 17 W Property Address Lot# Block# Subd. Name or CSM#Fed 1 1 TBD 60TH AVE City State Zip Code Phone Number ❑City ❑Village ❑� Town Nearest Road Hammond IWI 154015 I I I Hammond 160TH AVE 0 New Construction Use: Residential/Numberof bedrooms 3 Code derived design flow rate 450 GPD ❑ Replacement D Public or commercial-Describe: Parent material Loess over loamy till(Jewett sil) Floodplain elevation if applicable NA ft. General comments and recommendations. Recommend minimum 8'sand-sft POY✓TS mound on 100.00 contour with 0.6gpdMt2 loading rata _ LF n 28'(Redo.imorphic features) 2 c t? 1t ❑Boring A 1 Boring# ®Pit Ground surface elev 100.00 ft Depth to limiting factor 34 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft' In. Munsell Qu.Az.Cont Color Gr Sz Sh. 'Eff#1 'Eff#2 1 0-12 7.5YR 3/3 - sil 2f-msbk mfr cs 1m-vf 0.6 0.8 2 12-25 7.5YR 4/4 - sl 2fsbk mfr gw - 0.6 1.0 3 25-34 7.5YR 4/6 - Is Osg ml gw - 0.7a 1.6a 4 34-46 7.5YR 4/4 c2d 7.5Y R5/8 6 7.5YR 6/1 Is-SI 1 csbk mvfr - - 0.4 0.7 ❑ Boring 2 Boring# NI Pit Ground surface elev.98-65 ft Depth to limiting factor 28 in Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/FI2 In. Munsell Qu.Az.Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-12 7.5YR 3/3 - sil 2f-msbk mfr cs 1m-vf 0.6 0.8 2 12-22 7.5YR 4/4 - sl 2fabk mfr-mfi gw 1vf 0.6 1.0 3 22-28 7.5YR 4/6 - sl 2f-msbk mfr 9w - 0.6 1.0 4 28-48 7.5YR 4/6 r2d 7.5YR 4/6&7.5YR 52 sl 1 csbk mvfr - - 0.4 0.7 'Effluent#1 =BOD, >30 s 220 rtg/L and TSS>30 s 150 mgiL Ef uent#2=BOD, >30 s 220 mg/L and TSS>30 s 150 mg/L CST Name(Please Print) Signature Q_, CST Number Ryan Bethel �`G/�`� SP-111500001 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S.Red Wing.MN 55066 01/07/22 (651)327-0074 SBD-8330(R04/15) 0 Boring 3 Boring# ❑� Pit Ground surface elev.100.10 ft Depth to limiting factor 33 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. •Efl#1 1Efl#2 1 0-11 7.5YR 3/3 1 - sil 2f-msbk mfr cs 1m-vf 0.6 0.8 2 11-24 7.5YR 4/4 - I 2fabk mfr-mfi gw - 0.6 0.8 3 24-33 7.5YR 4/6 - sl 1f-msbk mfr gw - 0.4 0.7 4 33-46 7.5YR 4/6 7.5YR 5/8&7.5YR 6/1 sl 1 rsbk mvfr - - 0.4 0.7 ❑Boring 4 Boring# ❑Pil Ground surface elev ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft' In Munsell Ou Az Cont Color Gr Sz Sh Efl#1 'Eff#2 0 Boring 5 Boring# 0 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 Ou Az Cont Color Gr Sz Sh. Eff#1 Efl#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 5 150 mg/L RY | � 1 � + + F a . \ ; + + + h| | + + + I + + + ° g'�. � � j+ + + {s A �"V § * i + + + 1.9 % § - + + + ' I | 4 w I + + + 2§ | c, 9 j + + + 0- § ( ; i + + + & < + + + by + + + t Of II J \ I + + m * [ + + + §, , � + 0 + \ I II 7 k/ [ + + + ■ ^ § 7 \ S + + + | { -A �� f 2 - • + + + || 7 a \ 0 k / •| + + a+ 4| ° ^x & / [ + + !| --- 1 ® ©& a ƒ Es • f + - 6 ■ ,-� \ I%& N T9% �i + r \ ©� z + ' + ,> || \ CoSt m \ �« ' � . � + j O , # .�| + e+ .� 1i k 1 \ \ 1 + \g :Z II °6 ®6 \ , , , - & |p+ ¥ $ ¥ + \m $t ---� 7% 1 0 ^® I- + + + D I t 1 \ % ,® � \+ + + j 4, \ + + + 1 '- ` -w + + ■| C - _._ ._ . z, ! IaI 2- 1-k., | -w �- dk a i& 11*. 4 S � | I I ƒ r / f =g 2 $ ■ -_ 2 r § / (§ % ( -2 ifa| ` | $ $ e �} \ \4 . 3f > 2 , k( s| | .. .. '; $ ; , $ $ \ i6 7 %- ` ) E g{mk ; ! § z 111 f 3 i > ' FT ! | 1t5 ) " $ ` 1 8 | 170T ST I CERTIFIED SURVEY MAP LOCATED IN THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 32,TOWNSHIP 29 NORTH,RANGE 17 WEST,TOWN OF HAMMOND,ST CROIX COUNTY,WISCONSIN. The parcels)sawn on the Bearings are based upon the map are subject to State, St Croix County Coon:Mat County and Toert law, System.NAD 1983.(1991) rules end regulation(i.e.. Adjustment The south brie of asBanM,minimum lot sve. the SE 1/4 bears 589-45-06W. moms to parcels.etc,). Bearings are expnmed in Legend Before pis amelna a osgrem-minuet-seconds dee.wpn9 any pst I s). Distances are expressed in 0 = Found SL Croix County Monument contact the St.Croce decimal feet. See County County Community Surveyor's Office for Section • = found 1`O.D.Iron Pipe Development Deportment data. and the Town for wince Set 3/4"Iron Reber O = weighing 1.52 Lbs.Per Lineal Ft. —a— = Barbed wire fence ♦ = Septic soil test location N 89-45-06 E 447.76 1lt-.� gO x S' 1-: LOT 1 A violation of the St.Croix w Area Including County Code of Ordinances Road Right Of Way IX Chapter 15 Zoning,will be en 174,300 Sq.Feet 4.0014 Acres Created if the amount of m Area Excluding Road R s animal units exceed the (CVRight Of Way maximum allowed the 0 167.900 Sq Feet 3.8545 Acres 1 K n Zoning Ordinance. Please z n0 contact the Community ON 89 07-51 W 246.930 A ♦ g Development Department 2 for further information, ♦ ix W o ♦♦ n ce SW 1/4-SE 1,4 "t kx SE 1/4-SE 1/4 SEC.32-729N-R17W z y SEC.32-T29N-R17W 7 ce n d 0 a x _Wvistssi Lancia 0 z South Quarter Comer 72, S 02.45.27 E Southeast Corner Sec 32-T29N-R17W �.� Sec.32-T29N-R17W found Barmen Nail 3 B9-5t0E W 192 77 found Samisen Nall —�._—, — — — . _ SAP�OfOL__—__ ».00 3300" , A S) L1yl3p{& Jam_____ / 731b. __ 1122.76 _ --- •89-45-N W 192.77 R _ _ _ _ •'v3 84-SOG�W 399.26 -- $89-45-06 W 402.49 —r (RA S 89-45-10 U) I Itlaterl Ltn4� _--^/ N 89-45-06 E 2631.05 1p I iiirSelggLS0slt I � See map of survey by Certified Surve�Map_ I Francis H Ogden dated Volume 12 Page 3420 I '"xxn"/Ity,„�, a"°xxgCONs "s September 1,1970. Document Number 574817 I e4. /4+�, I I 'i2i! i * Brandon W. * 0 150 300 3 King S 2832 e �— 3 Eau Gelb O.-WI • Scale:1 Inch=150 feet `�'yo +0, n 8Q �Nwwu in�nun" 1a-��^ 25.2 / 1.25-2022 Brandon King Land Surveying.LLC PREPARED FOR. N324 County Rd D Eau Galle WI 54737 Brody Peterson FIELD WORK DATE 01-19.2022 SHEET 1 OF 2 639-5243 Email:bklal7702WM St. MAP DATE 01-25-2022 Phone:715 I�9mace corn rsaed.se I 5a002 SHEETS rl1 _. „, .4 . 4.---. '1"0 ti, \ N) r ' (7/4. "13 0 0 0 II Er @ g N3 -4 ° . k .. .5 g N3 - ) ci t 73 1 ? -CO i )I ‘, ...,-.•-•-•-'•-• 'Las... ..4----s.....— . • \ 0 m g. j..3 i. • '---•'N...^- C 1 ,--•• ,,,.--------. ' i g 1 c:- 1 . • •• ...---, a I • 1 ......"--,----,-----.,-..„' •k ( :' • '` i 1<i) ‘____.,- , ,...........,..„ , -, I i 13 17, I- •. /... ....4.14 .'":‘,..... , ao :-- r • ...,.,:„....,,, ...,, . N. :.,..t. 0„ ...---... 4 i - /)..,./..„,..---' ___,,,... ••< 1L„ ' .-r-- AY iir 1 - R i -N -----..... "..i . I :IN _• ''' 11."'"-% . 4''''l ' 4 ' I ' "'- 4,%..''''.1r . • i 00o iCn -I .- 'i .• ••'• ftt \i r-.\••• -..",.---.-.„_,„-_.._..___..-... -....-....,...-.-./..,-• -•.,--....,4,-..-s..4. 4:' : ,, •.11 /.-V, ) .r44"j--iYf:-d A C = I: tN.L.) I \,... . ...4-0. . •-•''...S. -s-: /''i ' A-... .' CD o 13 O g 1- • 1. 0 i• " .E. 1 i rC\ i . 0.) 4 ..._, is 0 0 •,. .....„, itt, --..; _, . s -...„ ,.._, ., ik .:-,\..t:\;( S) v'Jr; c m m a . ,./ 4-- il, /\ . ... „,,,..• ca.) n N . O I 0 ,T. , -''-- ----• Ns\,.........\1„........_& ,. . g I % a r, - ,. . ; • • , i _ _ , r' -"if:7? 7---cs" oa ; 0 , i •',' , \;.,. .. . ..pr.„0, \ —fr,-0^' ','-:•-•-•-•:, / • ' -'...--- ) )1 .-' -;-' g ° __,- -_ -,--(.,.. ,_,/ /,,.,.",-/. ..i...._ „, / i r.1 . i 1• f. 4 (e3 8 7 :71 J7eNL, tver- r. t_ - o .- ‘i' 7,.! ' 4' - ' r7 1/7/ -,.,i LL,416\ver•• C 6 I ....9 ! ' adi. _ rp- •' ..r........''jP../ '/-/' r''''' 'iS - -