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HomeMy WebLinkAbout042-1075-90-300 aE©WED ' .. CST aGa i - I�� ;JAIL W .Dept.of Safety and Prof ' al $8 20 SOI EV• II • I 1 ' PORT ' Page I of Division of Safety and Buildi irk OO vith 385.Wis. Adm. Code Sc. vei me� County St Croix Mach complete site plan on x 11 inches in size.Plan must ^^ LI7 y include,but not limited to: ontal reference point(BM),direction and p�aro,e7I f L.(`a- p�.}� I` ,Q/5-10-Jra0 percent slope,scale or dimensions,north arrow,and location and distance to nearest road. ID Z I f775 _ 7r7 Please print all Information. Reviewed/� by 1 Date// Personal information you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). /.� „ e 1 �I ( 7/ 4 j -) Property Owner Pi overly Location Vr` S1L� a Darci Caril Govt.Lot S� 1/4 Sli 1/4 S 27T 29N R 18E(or)W❑ Property Owner's Mang Address Lot# Block# Staid.Name or CSMf 1248 70th Ave 3 na 31 -,06if City Stole Zip Code Phone Number [ity [Village Down Nearest Road Roberts 1 Yvl 1 54023 1 ( 6 / ) 99i,0036 Warren I 70th Ave Q New ConsWcbon lise❑ Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement//� ❑ Public or commercial-Descrjb,: na Ct Parent material f 1)Gl.0 , nas . Flood Plain elevation if applicable Z b Al -na ft. Goal comments Mound design,system elevation 101.559 based on contourlinc elevation 100.30fi. 15 inches of ASTM Mound and recommendations: sand. 1 Bori g# Bong O 100.30ft Pit Ground surface elev. ft. Depth to smiting factor 23 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure consistence Boundary Roots GPD/ft ' in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. If 'Efl#2 1 0-9 10yr3/2 r%ml' Si 2msbk mfr gw 1vf .6 .8 2 9-23 5yr4/6 none set 2msbk mfr gw na .4 .6 3 23-48 10yr8/3 c2d 7.5yr5'6 sandstone sl om na na na .0 .0 ressidumm • 2 Boring# ❑ Boring 100.30 22 Q Pit Ground surface elev. ft. Depth to inviting factor m. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure consistence Boundary Roots GPD1 ' in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 -Efff2 1 0-10 10)13/2 n,me sit 2msbk mfr cs 1vf .6 .8 1 10-22 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 22-48 5yr4/6 c2d 7.5yr51.sand slow set om na na na .0 .0 msidumm •Effluent#1 -BOO s>30<220 mg,L and TSS>30 <150 mg/L 'Effluent#2=BOO ,<30 mgll and TSS<30 mail CST Name(Please Print) S' � CST Number ��y David J Steel / ;" 248956 Address Date Evaluation Conducted Telephone Number 1699 150th St New Richmon,WI 5401 6/22/2021 715-760-0347 SBD-8330(RII/It) • Darci C'aril 2 3 Property Owner Parcel ID# Page of 3 Boring# 0 Boring 98.00 24 0 Pit Grand surface elev. It Depth to limiting factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure :orsistence Boundary Roots GPO/fl ' in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 't1f#1 'Efl#2 I 0-9 I0yr3/2 none sil 2tnshk mfr cs 1 v f .6 .8 2 9-24 I0yr4/4 none sicl 2msbk mfr es na .4 .6 3 2448 I0yr8/3 c2d7.5yr5/6 sandstone sl om na na na .0 .0 residumm Boring# Bong Pit Ground surface elev. ft Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDffl ' in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •i:ff#1 '`_ff#2 • Bang# Borin g Ground surface elev. It Depth to limiting factor in. PitSoil APPlicabon Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIft ' in. Murrell Qu.Sz. Cont_Color Gr.Sz.Sh. 'Eff#1 'Eff#2 •Effluent#1 =BOO ,>30<220 mg&and TSS>30 <150 ng/L •Effluent#2=BOO ,<30 mg&and TSS <30 ng L The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format,contact the department at 608-266-3151 or TTY through Relay. SI70.1030Ts1 IRII III STEEL'S SOIL SERVICE 3 of 3 David J. Steel Darci Caril 1248 70th Ave CST-POWTSM SEI/4,SE1/4,S 27,T29N,RI8W Roberts, WI 54023 Lic. #248956 Town of Warren, St. Croix Co. 651-491-0036 715-760-0347 CSM 3.78 acres This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown,as permanent lot lines were not established at the time the soil test was conducted. / Legend N fl O r . 1 40 /—/,, . 1" =40' / A = Benchmark Ele. 100.00 ft /G�S/' .`� / Top of 3/4" PVC Pipe 13�L/I/ & ' 4i • = Alt Benchmark F N99.10 ft `%• _,r- - �l��tnrc /�;^� - Top of 3/4 " PVC Pipe,,,' Ii. - ❑ = Borings - • - - t_ I.* Boring Elevations i B1 = 100.30 ft B2 = 100.30 ft 1 /11 ' B3 = 98.00 ft B4 = 0.00 ft / VIA/ (3I / a7 1 1 _. .",,, ,z, s,,,chi be /- I ''- - - 4gy "qi wive x217.o z- O A#74mA � g�� Ny�QA /T 2—� A N ;A (�Z]J OZy 4Xm tV 3 9- iji,A 5-#11§ T a 4 '' g 3 a a ® • • € 1 7N• V O E ay I I.4 (a NoO 1s'orE a 1zng `p': o mni mz I 14'OTE 281.95 p �x g oA '-c �3100'248.95 � a O m (1.) m 2c1 g v �A m C �- m W Y ° 1 _ m m ^ a ~m ^� _m x A o. = m^ m a xi A z n _' m a J o_ >o 'z z m u m p < � ' i. +mi'i Z f� O 2 O z-1*0 2 b- g. 0 3 m„ I 2xu9 v y yrlicy-�•33 e. " ; O T O m > ..n CM N z 0 o<~-4 A 0 u A S ='K'm ■•� 4 -1 - .mJ 4 NO151.00' i x a ...� Ul ;; 151.W '] C m tk • • m ��00 un m 4 �' a $ 0' D O Vi .N O '• 4Z y S00'14UTW nz8" - A. 151.Od C#, C Q' u-s N fA n pzi v -C C•RQ XI .. ?z_ n= Z C mb '-r m mmm C^� � 2e1rr U;y g>I!: .< 2I pb z �?m ��nc� X PI s i t�^-1 .8.a O -" Z C I? m `^ 03- Do qI myKa: * Jip�,vi'Li i a PtZt m y OSOO mI N sDCW u MC~!z ts �I *$ 3 4�O $ $ i:t inax0 L R Aw DTSW 4 -i I A ._t nn P —I.2INVr � - Z� P •C > o 5. i EAST UNE in OF THE SET. a 0.. F `LO4 895{1 S00'14'8TW 238427 3 o0z W4 1 ' - ti I (R ItAT35 C - ;F ,,;4.0 I 1 L1T 2 ��I' ...T. €`i C7h1, G/ uNp SURVEYOR: PREPARED FOR: S SOUJ170NS J4P1341111 A DRA 1428VENUE DARCY CARL 1284 701H AVENUE JOB NO BY: 00-7a5 NEW RICHMOND, WI 54017 ROBERTS. WI 54023 SHEET DATE: O6/17/71 1 OF 2