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HomeMy WebLinkAbout042-1057-40-120 • Wisconsin Dep r [ta($ Iv��lQ(q `1�e$I rvices r Page 1 of 2 Division of Indu j ``�/ ( U SOIL EVALUATION REPORT G ST" 24,2A)- y01 DEC 21 2020 In acoordance with SPS 385.Ws. Adm Code County gQ1 Q yI ST Croix in / (l�l,l �V Attach complete si plan on paper not less than 8 1/2 11 inches in size.Plan must include. �— , but not limited to: dice'an2Fhbr(fi1et�INsf§rence poi (BM).direction and percent slope. Parcel I.D. f Kt'�-eel'- ^P!� scale or dimensio rC13R1frt0W ar1®BuelmWraepidis nce to nearest road TBD(Pending CSM) (Jt/Z -1 07-Yo- MO Please print all Information. R9viewed by . I DD 1`�Z) Personal information you provide may be used for secondary purposes(Privacy Law.s 15 04(1)(m)) s1 �271`•' 1 Property Owner Property Location: Daryl Jones Govt Lot: SE % SE 7. S20 T 29 N�f RR 18 W Property Address Lot* Block* Subd. Name or CSM* 3 1- /0 TBD 84TH AVE 12 Proposed CSM(current PID:042-1056-95-000) City State Zip Code Phone Number ❑City 0 Village ❑� Town Nearest Road Roberts IWI I54023 I I IWarren I 84TH AVE/110TH ST ig New Construction Use 0 Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑Public or commercial—Describe• _ Parent material Loamy drift over sandy outwash(Burkhardt-Sattre) Floodplain elevation if applicable NA ft.ZC6.5 E X General comments and recommendations: •pre•.evd+a.e•f eebes p°o"e Semen ramps s+v.eixe a ai:a exs,oma.n e•pe,•.m,e,r,dm••rsd,•pwe le MOON in eve••>•r.a+waw•rn a 090 •be tend.We••ye rob a I,wy n•m.er n ne ea•:• AkaX D et tk&& Of e - OF 4ry h t- r-vofl fYSit4" d . J-O 12-A Boring# ❑Boring Retie* J.jyt4 (O1 IA .4ey lZ— 3. ri Pit Ground surface elev 96.70 ft Depth to limiting factor 68 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 0-11 7.5YR 2.5/2 - sl 2f-msbk mvfr gs 2m-vf 0.6 1.0 2 11-24 7.5YR 4/4 - cl 3f-mabk mfi gw 1vf 0.4 0.6 3 24-68 10YR 5/6 - s Osg loose ON - 0.7a 1.6a 4 68+ 10YR 5/6 mid 7.5YR 5/8 a 10YR 5/2 s Osg loose - - 0.7a 1.6a 'Horizons 2&3 had 5-10%rock 12-B Boring St ❑Boring 0 Pit Ground surface elev.97 ft. Depth to limiting factor 61 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. 'Eff#1 'Eff#2 1 0-8 7.5YR 2.5/2 - sl 2fsbk mfr gs 2m-vf 0.6 1.0 2 8-18 7.5YR 3/3 - sl 2fsbk mfr Cs 1f-vf 0.6 1.0 3 18-34 7.5YR 4/4 - Is Osg loose cw 1vf 0.7a 1.6a 4 34-61 10YR 5/4 - s Osg loose cw - 0.7a 1.6a 5 61+ 10YR 5/4 m2d 7.5YR 5/8 8 10YR 512 S Osg loose - - 0.7a 1.6a 'Horizon 2&ri had 10%rock •Effluent#1 =BOD, >30 5 220 mg/L and TSS>30 5 150 mg'L 'EffluentA #2=BOD. >30 5 220 mg/L and TSS>30 5 150 mg/L CST Name(Please Print) Signature ` V (� ® p CST Number Ryan Bethel ��.��•� SP-111500001 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S.Red Wing,MN 55066 12/09/20 (651)327-0074 SBD-8330(R04/15) ❑Boring 12-C Boring# 0 Pit Ground surface elev 92.60 ft. Depth to limting factor 45 in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft' • , In. Munsell Qu.Az.Cont.Color Gr.Sz. Sh •Elf#1 'ER#2 1 0-11 10YR 2/2 - I 2c-msbk mfr gs 2m-vf 0.6 0.8 2 11-35 7.5YR4/4 - sicl 3f-mabk mfi _ cs 1m-vf 0.4 0.6 3(5%rock) 35-45 7.5YR 3/4 - s Osg loose cw - 0.7a 1.6a 4 45-50 10YR 4/4 m2d 7.5YR 5/8 8 10YR 5/1 fsl 1 fsbk mfr as - 0.2 0.6 5 50-60 10YR 4/6 m1 t 7 5YR 5/8 s Osg loose cw - 0.7a 1.6a 6 60-63 7.5YR 5/4 m2d 7 5YR 4/6 8 10YR 5/1 fsl 1 fsbk mfr - - 0.2 0.6 0 Boring 12-D Boring# El Pit Ground surface elev 102.65 ft. Depth to limiting factor 79 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 •EfF#1 'Eff#2 1 0-7 7.5YR 2.5/2 - . sl 2msbk mvfr cs 2m-vf 0.6 1.0 r 2 7-18 10YR4/6 - s Osg loose cw 1f-vf 0.7a 1.6a 3 18-34 10YR 5/6 - s Osg loose cw - 0.7a 1.6a 4 34-74 10YR 5/4 - s Osg loose - - 0.7a 1.6a 'Horizon 2,3 5 4 had 5-10%lack ❑ Boring 5 Boring# ❑ Pit Ground surface elev fl Depth to limiting factor_in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz In. Munsell Qu.Az.Cont.Color Gr. Sz Sh. •ER#1 •EIf1k2 •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 b — ; o 1.O huh x < i a L12a 1-1 41 `g yg� 0� F .� r 6 p I• -$ ° $ o I IA II gg e I i • lgiE 1 H II o'E' y -+ il O H L N W • O� `Ark° i'` .� +V + + V `>' ....ems- ° + S+ + + Z Z� � 1 + +��,+ + + 11 \ 1 + + +'' + + I 0 ./...,,' ab/ � '! \ I + + + /it . „, \/ oi 0 ,----•‘.b E "` O. 3� 8 :--- -7/7IH-H .-- . - + + a go- + + + + !i> N. 1 _ iii o ,.1 qi ,i'ljje i 1 J N �0 /// t / 11 i AY / / \ // / (11 P / " 1 \ OCY0 I O o �- th. { E,(/+bq, 4 /,� ; " 4 -i/ grn . •N,R18U To ' • Of waitnphretF'000(;gdn, I !Ec i r i " rr ,. /' / , ' \ • / --/ / , , , , ' ; 1 . . • , Canty data. I /: 'I'. Ste. "',, 1\ . . • ,-itt ri P •` M I -' : 1 ,- 1 _ 1�' ''0 ,.No.thew greater 000d lots' N m the eroeo•ad lots' :;1 .. ; ' : \ - 1 - , ,` ,-' •' .j 2.Alibis to have a real bulls• 'a ', , prate,dun one acre. r . . - . ' \ © � �• iI ; y • --_: . . a robe) 'Gdt 1,1 4 , r \ .= . .40110111 ..\ 4 • i''': __ \ ,Lot 1O- e -''wr I 1Y _ coo 'wk. , .� :_ - • /. - . .'s\ 7 s- \ l _ • QR{GIP, ^L rEc t-uvUu MAR .0 5 2021 CERTIFIED SURVEY MAP St Cruz County Located in the NE 1/4 of the SE 1/4 and the SE 1/4 of the SE 1/4, Commurnw Development all in Section 20,T29N,R18W,Town of Warren,St.Croix County, Wisconsin. Csm -.Roc) (- c 17 PIededN 89°51'26" E 301.17' urLeny N 1/4 Corner,Section 20 a --_ T29N,R18W(Steel 280.85' 2032' rn "Survey Mark"Nail) g.. ni 11 o Une Information m B-1 A •I a> (for Drainage Easement) T ' Ll=N 632136'W 2000'B-13B - L2=N 10'14'40"W 178.48' �W ® tr VI o g 6 2 20'Wide 1e «cm� r - - 1 Drainage ... S 86°09'33"E S °a o I NW 1/4-SE 1/4 Easement :'1 V 66.00' $ z:= N n s Lot13 o th i 3.320 Acres al l.•' £a o ?ir•'' �i 144,820S.F. I. . 1 i e ° I qJ,:R IL CS / ``3�'gyk o t1 I gPF I I N 89°04'58"& .•• �Y ,l r�' SS : 1 : .a 51 q - 72.647 / NSS, rE i Ri e :'., o r / NO.. I rn yWUe r — /� •• ® 6c G'�Y I nebS 1 • Gq • B f2A ® i! Ili _"-_/ Ott` B•12C 3' eon I y P :Id — v - B-12B \m I t31e d I •1� .. mot, ° Lot12 1 g�,. ,-1 y a 84thAvenue . ' 3.002Acres ---• — dy4.110,7,..8.3 S-F-_-- 1 3 Lot 8 W M -.-,0 North line of the Q 261.48' / - -- e I - -m SE 1/4-SE 1/4 N 87°29'41"W/ 1 Pe -:. 73.50' N 89°04'58„E ^).' 8771'2f' w/ - -- 1 Lot ? z n o Lot 11 paR� / 1 N O F.��a�;�,�,Z Lot 7 Lot 10 S 3.654 Acres ti ',y.4 2{" 4 I Lot 3 a 4 4.817 Aries £ 159,151 S.F. h17 44 5� .`O �.1 ,�\ 209,833 S.F. e. S. 5 // t I 4.).:r i - J y, I I?- �- - -es ,_ B•10B _� A �i y o B-NA ,�\op J' co Lae v a cs o* Urea® ®B.11C a k\ Lot a 'l01M r N .. i Bloc • ■ w # �OQ i I - - - _g - • B-118 ,r W$ Ja% -- -- • 3 io4 4. 1 -. • 20035' ."Y c i Lot 5 • • N 79°00'00„ R• • 2t. 6, Lot 1 ao Scale In Feet �N r V N12"so-or found $ rn— ass• I "1 pipe set North One of Me S f/2 ".'-, _ _ •A al the SE 1/4-SE(/4 0 90 180 360 j_ ' I N89.48Yb.E I S 89°09'25"W 470.89Unp,altad,a,d LEGEND I. 130280' it I Point of dd4�o,, I Beginning • foutl tion Corner monument, untype noted i • ,Owners&Subdividers Daryl Jones&Harvey Jones • 1 1!4"(o.d.)Iron Pipe,found. ,V Ai) 1126 Roberts,8th WI 54023 Avenue x 314"Iron Reber,found. 1 o DanIN P.Kugel 5-2684 1 114"(o.d.)x 18"Iron Pipe Professional Land Surveyor v,gpu,nu,e,u 0 foot,f weighing• 1.68IbsJlinear Ogden South Wasson Companyp ���`•�v""`c,CQ Nsrrri„� ,' �\ /�% wax). Previously recorded dimension. I River Falls,WI 54022 Job No.203580 - _ Sall borings performed Date:January 20,zozl =` DANI EL P. ? B'1® by Ryan Bethel on Revised:January 29,bozo KUGEL Decembers,20z0. Revised:February 12,2021 = 5-2684 e -4(-- -- Existing Fence. S L4 Corner - RIVER FALLS, r' Section 20 Q'8 E— Proposed Driveway location. T29N,R18W '% 7.4, W ��O��a _ Proposed 12'wide (Aluminum Cap) °.,� 5 U R� Utility Easement This instrument drafted by Daniel P.Kugel '"°l'mnummmuee'. Page 1 of 4