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HomeMy WebLinkAbout042-1085-50-500 (4) �1 CST ale c — /1 S' , SoansinD.Pru4oftc. SOIL EVALUATION er7ii /�11 A Pa9e_d_ Ovation of Safety and Buildings b7*'�► /�tl[ls in nce with Comm 85.VYs. Adm. Code 11 //1i Math complete site ptarren than 8 1/2 x 11 inches in size.Plan must County..,..--_A 7v l_/jZ inches,but not limited to:vertical and horizontal reference point(BM),direction and Panel I.D.Pay+ a 0442- 1013s-5b- percent slope,scale Or dimensions.north arrow,and location and distance to nearest road. Please print all Information. Rev"B/1��' �� , Data Persons(infarmeeon you p�')es may be used to secondary purposes(Privacy Law.I.15.01(1)(m)). ((`���ll[[i�''__H 1 n,/`��_ // 1 ,/ G/ G Z Ply Owner Property Location 7-1 l /LC( r S40 CA-.11- Govt. ( ) � 3 29I jE(onset Property()warts Mailing Address Lot a Bloat ft st t�lema«(S1 Pt 41;0,a, 13 5 Z✓ StateCitY on.- �(r Zip CodePhone:Tick .�^' Cc!1'1 3o— G 971J Number 0 City 0 Wage _Town Nearest Road r O ti Ii.‘6 1-C1 0/,6 ( ) (.1. q r r 11-,.\..„,) I 6s 4,JZ _ Construction Us esidermal/Number of bedrooms 3 Code derived design now rate _3-7::;/ GPO 0 Replacement ❑ Pudic Describe: applicable lb i CA M. Parentt material f J LA"AA �l � J Food Plain elevation it General oamrrts �3 and noonrnend.liar SQ � /////� System Type l O a M1 i�n it1(.0 g�' System Elevation j iD I Boring ❑�yyam n a a Plt Ground surface elev. l iib.0 ft. Depth to uniting factor /4' , n. Sou Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPORf in. Mtnsel Qu.Sz Cont.Color Gr.Sz.Sh. 'Elton "Efer2 1 a 1 O /b -V-L- 5/ ,if e� � , 6 /C0 Z /p-> (c /1, �/ C'/ a.- ! .-22>�l' /,) 14' `� r 6 3 .6/r{/ ,-(., - — 0—s �/ Iv/A} �1)4 - 7 /� .� 2, Bang>Y �'1 ;ftfiit Ground surface elev. I L'l ,i J ft. Depth to fitttlrg*los lb in. Sol Application Rate Horizon Depth Dominant Color Redox Desaiptlon Texture Sfnictre Consistence Boundary Roots GPO/ft' in. Mussel Qu.Sz. Cont.Color Gr.Sz.Sh. 'Effp1 "VW i 6-10 /a, r3( sl /!?i l' s— l� 7 to-iil0 _S� C/ '- . '.1%' g�/ ( ( p4l -- YZ-105-iair� ‘. s C:5 . 7/ 4/14 Nj' - 7 . / C-; •Efl cent ft1 =BOO.>30<220 mart and TSS>30<1 'Effluent ilt2=BCD.<30 mgrt and TSS<30 mart CST Name(Please Print) ngture CST Number Bird Plumbing, Inc. Shaun Bird �na 226900 Address Date Evaluation Conducted ted Telephone Number 1432 120th St, New Richmond, WI 540 7 5—3 0 —Z 0 715-246-4516 Property Owner_ Parcel ID# Page of Bourg# ❑ BoringI n pit Ground surface etev. ! 1 i ') ft. Depth to muting factor / `' in. Soil AppGcalion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDRP in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Efl#2 ? jJ jle//r-c/f (/ o < y s.� Bang# ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor inSod INplicabon Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 1 GMAT in. Munselt Qu.Sz. Cont.Cola Gr.Sz.Sh 'Eff#1 'Eff#2 # ❑ Boring Boring ❑ Pit Ground surface elev. ft. Depth to Iinubng factor in. Sod Application Rate Horizon ')epth Dominant Cola Redox Desaipton Texture Structure Consistence Boundary Roots GPM in. Munsel Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 •Effluent#1 =BODE>30<220 mg/L and TSS>30< 150 rgll. 'Effluent#2=BOO,<30 mg/L and TSS<30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBDUU30(x-600I • Soil Test Plot Plan Project Name Richard Stout Sh. ; Address 1353 Awatukee Trail Hudson Wi 54016 ATM #226900 Lot 4 Subdivision Date 5/30/20 S W 1/4 NE 1/4S 31 T 29 N/R18 W Township Warren Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of survey iron System Elevation TBD *HRpSame as Benchmark Scale = 1 /4" = 10' 490' Property Line A B-2 ■ 1% Slope B-3 • 0 35' • 30' B-1 5, 215 65th Ave • JUL 06 2020 CERTIFIED SURVEY MAP St.Crow Coanty Community Development LOCATED IN THE SW1/4 OF THE NE1/4 OF SECTION 31,T29N,R18W,TOWN OF WARREN,ST.CROIX COUNTY,WISCONSIN;BEING PART OF LOT 5 OF CERTIFIED C$'tK-a,?' .0 37 SURVEY MAP VOLUME 27,PAGE 6128,DOCUMENT NUMBER 1014532. LEGEND LI Or.:GINAL 0 ST.CROIX COUNTY SECTION CORNER I POORSITION VERIFIED WITH TIES MONUMENTED AS NOTED OF RECORD lP 11�5....•E1 'THIS INSTRUMENT DRAFTED BY EDWI FLANUM JOB NO:20-01 DWG:CS • 3/4'IRON REBAR FOUND ic42,$8' ■ DRAFTED 5/18/2020 FIELD 5/1 /2020 • 1.0.0.IRON PIPE FOUND NO PCCE55 N�0k453? $ o ❑ 3/4'X 78'IRON REBAR SET,WEIGHING in `� 1.50 LBS.PER UNEAR FOOT _e �\ El.�� p$ .kP tih444`�5 fA NIC#:' t .5 A I Se T. W �./ qvo$ JS r�,�p SOP 1'O��G '/' w <s V10 / ❑N N [;o F 0i o �a LOT 1 ® SOIL BORINGS N • 10.00 ACRES INC.R/V, — PROPOSED DRIVEWAY 435,787 SQ.FT. o FINAL LOCATION OF DRIVEWAY IS III9.78 ACRES EXC.R/W '+ AT THE DISCRETION OF THE NN c 426,148 SQ.FT. TOWN OF WARREN st C S89'S2'42'E 571.13' :11 z73.se' 38912'42•E 297.55' .,O ® ®® 190.38' 0832D90.387.1R'❑ 190.3T 1. ( i�1 01D a I IN al - e $ oF� ® �i OIL a �'�+. , N W°° ® IpjICJ�I'� LOT it: N LOTSa LOT4rW$ IViO< ONI3 W W 3 `-I 2`„ IA ~I .0 YI a,/� VlN❑ , 1!1WOI ,�.� ' y=jG ❑ O N d C an m �.1�' 1 o❑ wO.Q • _ v i �, '" 11 z gz •" 0 ^m 0 _ i, N nae ■ i ....m g �Q r,g ®0 mgm. ,- ' / W1/4COR.SEC 31 b"� r ,�-, '" p m• ALUM.MON.FD. ` ni \ �B7. L ❑� 190.38' T 190.38' ❑ "'190.37' �' , p33.00' 28 .01' :o L�Q.}@ j90.38' 190.37' m -� _N89'25_09°W _ A89°S'C12'W 8.T4` -n+ --- T286815' � -'1� _ I- ---- N89'25T09'W 24ioiEF-�` ----- �4 65TH AVENUE h�tNoI EAST-WEST 1/4LINE1 SOUTH R/W LINE I - E1/4 COR.SEC.31 - i I ' . �,•, ALUM.MON.FD. C1i^Iimi LOT7 t LOT2 r�i mph,' "L , [y°1 I 5i�a I/f a.Julr:' C.S.M.VOL 25,PG.5758 o7Qi i7 .Oi,,11 DOC.9317757ry I ,�io' 'IJ I vi1/ oINN I ' i SURVEYOR I EDWIN C FLANUM I • NORTHLAND SURVEYING,INC. P.O.BOX 152 AMERY,WI 54001 OWNER I RICHARD STOUT&JANET STOUT LOT 2 AREA LOT 3 AREA LOT 4 AREA 1353 AWATUKEE TRAIL 2.14 AC.INC.R/W 2.14 AC.INC.R/W 2.14 AC.INC.R/W HUDSON,WI 54016 93,409 SQ.FT. 93.409 SQ.FT. 93.404 SQ.FT. 2.00 AC.EXC.R/W 2.00 AC.EXC.R/W 2.00 AC.EXC.R/W 87,127 SQ.FT 87,127 SO..FT. 87,122 SO,.FT. SCALE IN FEET 1'=200' BEARINGS ARE REFERENCED TO THE EAST-WEST mom mon mom gm 1/4 LINE OF SECTION 31,BEARING N89'2509'W 0 200 400 (ST.CROIX COUNTY COORDINATES). SHEET 1 OF 2 SHEETS • JUL 06 2020 CERTIFIED SURVEY MAP CommumrYO C011ty nt LOCATED IN THE SW1/4 OF THE NE1/4 OF SECTION 31,729N,R18W,TOWN OF WARREN,ST.CROIX COUNTY,WISCONSIN;BEING PART OF LOT 5 OF CERTIFIED C5t _a,d F _0 3 SURVEY MAP VOLUME 27,PAGE 6128,DOCUMENT NUMBER 1014532. 7 LEGEND 2O1,LGlN/ L 0 ST.CROIX COUNTY SECTION CORNER I POORSITION VERIFIED WITH TIES MONUMENTED AS NOTED OF RECORD `°1'1O' 'THIS INSTJRUMENT NO: DRAFTED BY CS FLANUM • 3/4'IRON REBAR FOUND ,''tOS115112�'`9^^9 f DRAFTED 5/18/2020 FIELD 5/ /2020 • 1'O.D.IRON PIPE FOUND HO ACCESS *10 .k O o 3/4'X 18'IRON REBAR SET,WEIGHING - ���/ 8 0 1.50 LBS.PER UNEAR FOOT �\ N 9- ��' o 0 $ PG" W, ,,(yam`` 0 O 7i 1 7 "...T../ W N Si ( * Li V" Q V ITk 5' s �� os = � to) g a; - ~I E N d LOT 1 0 SOIL BORINGS m.J 10.00 ACRES INC.R/W $ _�� PROPOSED DRIVEWAY 435,787 SQ.FT. o FINAL LOCATION OF DRIVEWAY IS 9.78 ACRES EXC.R/W m AT THE DISCRETION OF THE N V 01 426,148 SQ.FT. TOWN OF WARREN ry a 589'S2'42'E 57113' s ■ 273sa 389°52'42 E 29T.88 iC. till ® ❑ 190.38' ©83.20Q 107.18'❑ 190.3T N hl r_ ® © 190 38' VI CI n^Z QIN P OO ( ,� 1\n ^ gyp ®� '�I 12� ,1 A\) �I� Q p a a' e ^ c _ W♦ I y1CJ Y111�''Q. m LOT? L0T3 0 LOT WG ® I C)IQ dzP o •c� �" _ W W N I ~Il cf J c <W C ^ Q N a • Wm> 01 0� 3 g❑In p o:5 8 u I •� Oti = a 38Z ry ® a ®,Tn . I n ® w I �O W1/4 COR.SEC.31 g� ■,^„ l ^ 8 Io �- ® "8 #" xJ I ALUM.MON.FD. Z n nm m l ■■ 287.Q1' 190.38' 190.38' 190.37' _�r33.00' 28 .Ol' a ❑,�Q�g 390.38' 190.37' �N M ._—_N39.25.09_W _� N89°52'/2'W a B.14' _ _%�+ —_ 'j'286915' '-`'1 sSTH AVENUE W89.2sa'w 2a .Bz IJ�` -f 0 SOUTH R/W LINE I E1/4 COS.SEC.31 ZI hi y1I EAST-WEST 1/4 LINE yl.-I 11 �i7 �, I ALUM.MON.FD. VI^'i�1i1 LOT 1 1 LOT2 0' 1/oi� c'3./41s�,i I �� ' _lii'i C.S.M.VOL 25,PG.5758 �iy) i V' '�i �i 7A:q 1'I�!rs DOC.931775 Q4`' C,y h�Qi�i I V� !�, �; IOLI T_ 4 v/ T i i ..„4.IL,i I 7�i SURVEYOR I EDWIN C FLANUM I . NORTHLAND SURVEYING,INC. P.O.BOX 152 AMERY,WI 54001 • OWNER RICHARD STOUT&JANET STOUT LOT 2 AREA LOT 3 AREA LOT 4 AREA 1353 AWATUKEE TRAIL 2.14 AC.INC.R/W 2.14 AC.INC.R/W 2.14 AC.INC.R/W H U DSON,WI 54016 93,409 SQ.FT. 93,409 SQ.FT. 93,404 SQ.FT. 2.00 AC.EXC.R/W 2.00 AC.EXC.R/W 2.00 AC.EXC.R/W 87,127 SQ,FT 87,127 SQ.FT. 87,122 SQ.FT. SCALE IN FEET 1"=200' BEARINGS ARE REFERENCED TO THE EAST-WEST �g—m. 1/4 LINE OF SECTION 31,BEARING N89'25'O9'W 0 200 400 (ST.CROIX COUNTY COORDINATES). SHEET 1 OF 2 SHEETS