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HomeMy WebLinkAbout042-1057-40-110 1' AI I) Wisconsin Department R.E©Woil 1gi,764 Wri) Page 1 of 2 Division of Industry Services DEC 2.1 2020 SOIL EVALUATION REPORT G sr- 2-o2-a - y02 In accordan;e with SPS 385.Wis. Adm. Code County 1 0 o 77 19,11 A , ST Croix VC Attach complete site plan on pap4(10 3Vtf1 6 V 2 x 11 inches in size.Plan must include, but not limited to:vertical an1186TtftditltretiftMe 141(0M1 direction and percent slope. parcel I.D. QACT- C• • rn scale or dimensions,north arrow,and location and distance to nearest road. TBD(Pending CSM) AWL - 1057-yn-i0 Please print all Information. Rjq(vtewed bl .ILA I I �. (_I Personal mformabon you provide may be used for secondary purposes(Privacy Law,s 15 04(1)(m)) hen ?Lk/A 1 J L Property Owner Property Location: 7 Daryl Jones Govt Lot: SE '/. SE Y. S 20 T 29 N R 18 W 7 Property Address Lot* Block# Subd. Name or CSM# 31- 1 o5$ TBD 84TH AVE 11 Proposed CSM(current PID:042-105695-000) City State Zip Code Phone Number ❑City ❑Village 0 Town Nearest Road Roberts IWI 1 54023 I l I Warren 184TH AVE/110TH ST I.New Construction Use:(U 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 Zug X General comments and recommendations: Recommend in-Around'conventional'POWrS trenches at minimum 42'depth with 0.6ppdM2 loading rate or shallow benches at 12-16•depth to avoid placxg trendies in.ci soils in horizon 2 6 3 LF=>104'(observation extant) 11-A Boring# 0 Boring � ws /vlvs11' eke iw4 accwvtA 0.1 Local " ra3 tn'L Arley . is Pit Ground surface elev.99 80 ft. Depth to limiting factor»08 in. r Soil Application Rate Horizon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Ou.Az Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 1 0-10 10YR 2/2 - I 2f-msbk mfr gs 2m-vf 0.6 0.8 2 10-21 10YR 3/2 - I 2csbk mfr gw 1 m-vf 0.6 0.8 3 21-35 7.5YR 4/4 - sic 3cabk mfi cw - 0.4 0.6 4 35-46 7.5YR 3/4 - cos Osg loose cw - 0.7a 1.6a 5 46-68 10YR 5/3 - s Osg loose - - 0.7a 1.6a 'Horizon 4 had 15-20%gravel;Horizon 5 had 5%rock 11-B Boring# ❑ Boring 111 Pit Ground surface elev 100.00 ft Depth to limiting factor >>04 in. Soil Application Rate Horizon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Ou.Az Cont.Color Gr Sz Sh. •Eff#1 'ER#2 1 0-16 7.5YR 2.5/2 - I 3fgr mfr gw 3c-vf 0.6 0.8 2 16-38 • 7.5YR4/4 - sicl 2c-mabk mfi gw lc-vf 0.4 0.6 3 38-59 7.5YR 4/4 - sl lcsbk mvfr cw 1m-vf 0.4 0.7 4 59-80 7.5YR 3/4 - !cos 0sg loose cw 1f-vf 0.7a 1.6a 5 80-104 10YR 5/6 - s-los Osg loose - - 0.7a 1.6a `'Horizon 5 had 15-20%grovel •Effluent#1 =BOD, >30 5 220 mg/L and TSS>30 5 150 mg/L •Effluent#2=BOO, >30 5 220 mg/L and TSS>30 5 150 mg/L CST Name(Please Print) Signature a ff CST Number Ryan Bechel �G•F t 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 11-C Boring X ❑� Pit Ground surface elev.97.10 ft Depth to limiting facto >110 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/F12 In Munsell Qu Az.Cont.Color Gr Sz Sh. •Efflttl •E1ft2 1 0-9 10YR 2/2 - sil-I 3msbk mfr gs 2m-vf 0.6 0.8 2 9-24 10YR2/1 - sit 3fsbk mfr gs 1m-vf 0.6 0.8 3 24-42 10YR4/4 - sid 2mabk mfi cw 1f-vf 0.4 0.6 4 42-73 7.5YR 4/4 - sl 1 csbk mvfr cw - 0.4 0.7 5 73-88 10YR 3/6 - cos Osg loose cw - 0.7a 1.6a 6 88-110 10YR 3/6 - s 0sg loose - - 0.7a 1.6a •H0 lzon 5 ha< 15-20%gravid;Horizon 6 had 5%,ravel ❑Boring 4 Boring N 0 Pit Ground surface elev ft Depth to limiting factor_in. Soil Application Rate Honzon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPD/FP In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh Eff#1 'E}ff2 ❑Boring 5 Boring X 0 Pit Ground surface elev _ 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. •Efi11 'Efh12 •Effluent e1 =BOO.>30 5 220 mg/L and TSS>30 5 150 mg/L ' Effluent#2=BOD,>30 5 220 mg/L and TSS>30 5150 mg/L f | fl 7 - t' s R . E2I } i \p | ! K %#,i $ f ! tea« ,8� � , 5 �� 7 � � I \ f k !I;/! ) ' i � § �■� ' # el ! |ilfki A R! 0 t + +,, + | I + + —S \# + +44,-.p, + z- k - ii + + f + + OO»gyLS02/� :NId + �� + + --b || I§ + 4 + + + i\ + + + + + • r f| t + + + + + + 4 • b " � +- + _ +. +_ . . - I ! |! - — — 0 ! e E 2 ƒ I I ® I I ƒ� li C ! k w> ! « g ! & -. z 77 ) \ |+} .¥ p_/ 417 AT -- \\0 11 - - -44- aka .. b x� # @t h !t §. 0 \ Ux N. \ | < _ - . _ \ e z.7. - . _ \ . - 4, = v|1 u « s !| e , . . V | | � , j . . ! +. + . . • + I t _ . . . . - . +I Ig . . e -vE + •NA | §` \! I . . . . - . f1 !� r. � I ` ' - / • . + I i @ �� + , - . / . • � | 13 I !x § | 2 \ �ƒ 4- , - - ® 1 ` 11 E\ U 7 . ! � . ` t + • � � R \ 1 . , . f1 !| !a! f q •| - - • - - + I jg |ill . . . . | ill . . . . . . . f 1 � . . , • '' ' ' ,' • ,1• . . . • , .. 7.1.. ,, , . . -------..,------;:----Pielliminsiry . -4 -,,.;- ..1111. -.....,..k., ... Aitisp• , . 0.--1..• Located- in the-NE 114 of , , $ le ' . ,- ---e- -'E--2141"":V4. A • • / . ,,1 ,Of the SE 1/4rall in 0.1cf,Ippl*1 •• _W, Town e'r,',., ; : .,,,7\K.:, . :,---f,...W...7r41111:41075),,714,7611%;/:,}j:' In t..I .i,', 4 ; • _-,--L,i.. -,1- .: i ._ _ „.;,........ . .. ••• •-' ' • •-' • '-...•:` * ' i 4• •-: '' ei ... ! f;'..f-' .-- it,%1 ,' - i (' / ; • , ,)14.--_,.,,,,,,,, • ," --i . , .., /,".....,..- ,,, ,0 Sr. • ,• ' / ,,./ ° i •i 0.)01:,„•" :;1 . . s.,.. \ i • • , „' /,, • ' ... 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I ../ , ., , , \ '• ••••• •• ( Th I —- '' ' ' "re, ...' • '1.0$\13) ‘1,1'Illi 4 I • , •e, ' , • • I ' ' , _ ..1 ,.,, , • %,' 1 '', f' 3 3 Aar/ I •' "•• 041 / '4..-• -- (,•,.. , •...lir ,•-.. A.I i sr '`,Eldsliipssroporory f . e . ....„ %,, •=gikt-' i • / In.-• ''''‘ '': \ ti 1 ._ ,_ _.;',, ...•.--::, v‘k ---..—. 7---7. --- *it ......s.s.s..‘‘ • 4.1r.'.,ti)lir iiir 15.011:0, .• . . ... . r...a„.111 i ` ' 1 oeionwrel/MNIIIIIIIMENNI•••••• ..r.-....-... / . . . (.: ` * 1.0811,•-^ SSW. .. . , ----- . ,,,-. - • ..., .,.........,,..:'...--, `,,,,, tp, -'1 - ' ••'' , :,-,..._,_....1 .. .Lot 10- .,., ( ; 4 4.-aC•441$ OV•I•00114, •. -.... ...---. ,44•, S494414 ic ... , ol!I i I, TIIP•usi • . . . . ... a 1., • % ' , . n. , . ._ . . •A ' , •. \ . . „ . ,r • • • . . • dIP, , • 1J ofIGI J.L _i[- ( Elvku MAR 0 5 2021 CERTIFIED SURVEY MAP Located in the NE 1/4 of the SE 1/4 and the SE 1/4 of the SE 1/4, St a County p CoCommunn ity ty Development all in Section 20,T29N,R18W,Town of Warren,St.Croix County, Wisconsin. C_SW1 -aoa 1- d 17 N 89°51'26" E 301.17' --__ Land --_ T29N,R18W(Steel 280.85' 20.32' r "Survey Mark"Nail) - e 13a Ito o Line Information m ® a a (for Drainage Easement) 7 a,,, B-13C G t. • ao u-N 63'21'36'W 20.00' ; — r, B•13 II L2=N 10'14'40'W 178.48' }, 3 it'l 7 ITi 2d Wide • r - - - I Drainage t .. S 86°09'33"E 8 a°ye o I NW 1/4-SE 1/4 c Easement .• I w 66.00' a=Z nil Lot 13 • e c v a 3.320 Acres • �i h • j��ot'E I �� 144,620 S.F. �.U,q 8§ 8 I Vr2d / ggp �x v 47 r G. L/B E � '/S I N 89°04'58"E �' S S • ' PPI-� I 72.60' / ' OSy; l i S 3 il a s °' �, 0o,, I I 84t Avf�f ue Vic^�� •• G\ g4 vei .o,Q I AIn I • ..•'��G9 y B•12A ® J, s4 I I�II'�� = r _�- lP B-12C ''7 goo• yl�I,o ., - .•CS y . !i B•12B \-7,0' I pI01 it �. ' 4- IV ® Lot12 I oyi$ • M 3 3.002 Acres 'h Ia Existing -� 84th Avenue G., $• 130.766 S.F. _--. 07 ____ - - —4r =— — 3a "� North line of the :it- Lot — — — o I ____m o ..C 73.50' 5EV4-5E 1/4 • Q. N 87°29'41,"W// _ nLc) FI .$ N89°04.58"E2. ,q�,^\(N 87Ti'21" // � — — — z 8 - - - z a Lot11 �•`� 1/ 1 Z I Lot 7 . Lot 10 S 3.654 Acres yv y1 '��� Lot 3 4.817 Acres f 159,151 S.F. ry,9 e O 4 N d 209,833 S.F. - g��r' // � S yryh�,' I ^\, h 9•®00 ® $ ®11A —� ��`A Offal'i 4 a;g ` B•10A Co A5 1M i I y Lot5 m ^); a`1' N 8.11C o t•-N 7(�\ LotS 'Ig r I o, co Q' — „ �; I 3:�I N S4 lt'^' .r I -N 20 0 o Cr, I •`p Lot 5 y• in?°j N 79°00'OW, ` I Lot 4 P. Tv In Feet I `7 5:1 3/4-Rebar found'oT enilim I N 42'50 E 1.2r vi £ n I/rorrr pipe sot North line of the 51/7 .�. '• — — of the SEV4-SEV4 0 90 180 360 1 _ — — a I N89°48'18-E o S 89°09'25"W 470.89' linpl83E4 Land LEGEND z 1302.80' v91.jL I Point of Section ILQ �D-39.' I Beginning founCoud(type noted). monument, P•45�d ,Owners&Subdividers Daryl Jones&Harvey Jones • 1 1/4"(o.d.)Iron Pipe,found. � � � 1126 80th Avenue Roberts,WI I( 3/4"Iron Rebar,found. m ' I m Daniel P.Kugel 5-2884 - 1 1/4"(o.d.)x 18"Iron Pipe O weighing 1.68lbsJllnear Professional Land Surveyor foot,set. Ogden Engineering Company 1234 South Wasson Lane _`CSC' NS/w. (200.00') Previously recorded dimension. I River Falls,WI 54022 V •Y I Job No.203580 Soil borings performedDate:January 20,2021oiii DANIEL P. f - e-1® by Ryan Bache!on Revised:January 29,2021 KUGELDece'"ter 9,��• Revised:February 12,2021 S-2684 1 —3E---K— Existing Fence. S 1/4 Corner RIVER FALLS, Section 20 -. r" VU1 0Q 4-- Proposed Y location. T29N,R18W 'Pit J -•- 17 wide (Aluminum Cap) S URJ '. Utility Easement This instrument drafted by Daniel P.Kugel Page 1 of 4