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HomeMy WebLinkAboutCST-2023-248 020-1011-10-101Fi. -= Wis. Dept. of Safety aniProfess,1100 *¢t 9023 ; SOIL EVALUATION REPORT ilP 1 of Division of Safety and Buildings ZO 2 3 Z 1 in accordance ith SPS 385, Wis. Adm. Code County St Croix Attach complete site lah0 erh'tofaess wn-e112 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 020-101 1-10-101 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. ReEby Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location 0 Robert Larsen Govt. Lot NE 114 SE Lot 10T 29VN R 19E (or) W F1. Property Owner's Mailing Address Lot # Block # Subd. Name or 1021 Scott Rd 2 na 2.2Acres City State Zip Code P ity ®Village ElTown Nearest Road Hudson WI 54016 ( 71)5-531-7072 Hudson I Scott Rd New Construction UseE] Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ® Replacement ® Public or commercial - Describe: na ) Parent material Out Wash Plains Flood Plain elevation if applicable na / lju ft. General comments Conventional system, system elevation 95.00ft. Trenches spaced and depth to code 60 inches below grade. and recommendations: F-9 ® Boring Boring # 99.70 120 F1 Pit Ground surface elev. ft. Depth to limiting factor in. Cnil Annliratinn Ratn Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPD/ft 2 ff#1 ff#2 1 0-8 1Oyr 3/2 11O11e A 2msbk dfr gw lvf .6 1.0 2 8-19 10yr.3r1 none sil 2msbk mfr es na .F 3 19-37 10yr4/4 nOOe sicl 2msbk mfr &M, na 4 .6 4 37-48 1 Oyr4/6 silt inclution c2d 7.5yr5/6 sicl 2msbk mfr gw na A .6 5 48- I -20 7.5yr4/4 none ms osg [ill na na 1.6 2 ] FBonng # Boring 99.70 120 Qpit Ground surface elev. ft. Depth to limiting factor in. Snil Annliratinn Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPD/ft ' f#1 ff#2 1 0-8 I Oyr 3/1 none sil 2msbk mfr es ?r .6 .8 2 8-24 I Oyr 4/4 none Biel 2msbk mfr cs 1 f .4 .6 3 24-41 1Oyr4/6 nonc sicl 2msbk mfr cs na .4 .6 4 41-120 7.5yr4/4 none ms os� � ml na na .7 1.6 * EfflrtPnt # 1 - ROD > 3n < 290 mnA and TOR >1n < 150 mn/l * Fffli 1ant #2 - ROD < 3() mnA anri TS:; < *.in mn/I CST Name (Please Print) Signature CST Number David J. Steel 248956 Address Date Evaluation Conducted Telephone Number 1699 150th St New Richmond, Wl 54017 8-23-2023 715-760-0347 SBD-8330 (RI I /11) Robert Larsen Property Owner Parcel ID # M Boring # 11 ® Boring 100.00 • Ground surface elev. ft. 020-1011-10-101 120 Depth to limiting factor in. 2 3 Page of Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPD/ft 2 ff#1 ' ff#2 1 0-9 10yr 3/1 none sil 2msbk mfr cs 2c .6 .8 2 9-21 10yr4/4 none sic] 2msbk mfr cs 1 f .4 .6 3 21-42 10yr4/6 none sicl 2msbk mfr gw na .4 .6 4 42-120 7.5yr4/4 none ms osg ml na na .7 1.6 F-1 Boring #ng Pit Ground surface elev. R Depth to limiting factor in. Q-il A—Ji...,.,,. D-+— Redox Description Qu. Sz. Cont. Color a MOM JH Boring F-1Boring # Ground surface elev. It. Depth to limiting factor in. Pit Soil Aoolication Rate Redox Description Qu. Sz. Cont. Color Effluent #1 = BOD e > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD 5 < 30 mg/L and TSS < 30 mg/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. SBD-8330Tc t (R 1 1 n q STEEL'S SOIL SERVICE David J. Steel Robert Larsen 1021 Scott RD CST-POWTSM NEl/4,SE1/4,S 10,T34N,R291v� Hudson, WI Lic. #248956 Town of Hudson, St. Croix Co. 54016 715-760-0347 22.2 Acres 715-531-7072 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. 23- 2023 Legend N 1 " = 40' ♦ —Benchmark Ele. 100.00 ft Top of I" PVC Pipe • = Alt Benchmark E 98.60 ft Top of I " PVC Pipe = Borings Boring Elevations B 1 = 99.70 ft B2 = 99.70 ft B3 = 100.00 It >' B4 = 0.00 ft %5 3of3 / 6 r f k(.o 104 �3 (pbt o'.a°�r 6s' la S� a�� LEGEND CERTIFIED SURVEY MAP LOCATED IN PART OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER AND PART OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER SOIL BORING OF SECTION 10, AND PART OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11 TOWNSHIP 29 NORTH, RANGE 19 WEST, TOWN — — —940— — INDEX CONTOUR OF HUDSON, ST. CROIX COUNTY, WISCONSIN; INCLUDING LOT 2 OF CERTIFIED SURVEY MAP VOLUME 11, PAGE 3046, DOCUMENT NO. 538988, AND INCLUDING OUTLOT 1, HOMESTEAD 1ST ADDITION, DOCUMENT NO. 637259. — -- — — — — INTERMEDIATE 2 - FOOT CONTOUR PREPARED FOR: SURVEYOR: - - BUILDING SETBACK ROBERT LARSEN MARK D. MCCLENATHAN 1021 SCOTT ROAD AUTH CONSULTING & ASSOC. C•B A CONTIGUOUS BUILDABLE AREA HUDSON, WI 54016 HUD EN , I TREETS4016 SUITE 101 EAST O CORNER HUDSON, WI 54016 SECTION 10 THEREARENOSLOPES OVER 25°/a o ( f I L l CORNER F�LLS IN CULVERT PE �/ a SET ITNE S 1" O.U. IRONF /I�GSU/ (( T 4.0d' EAST--17N ERTY LINE / - L G3GagG�QE\''��•� LEGEND ) f { (� \.q o�Noo,z 's� E56-0o'I Qf� ��° ( 1 sK (S89" 132 E) s,� ! t�0o� _m fsoo 5� O FOUND ALUMINUM COUNTY a w�V ti dO�• �•�0 920_� s ��$9"53'7932(E) 136' p �_ n= J 66.42r� SECTION CORNER MONUMENT `N N 1 y' • _ _ - : • `� • 9°59�1 J. E(N89 3S 43,) O FOUND I-114" OUTSIDE DIAMETER o 8 'S3' 'B_E5 3R':'.'C^.':':': '°.'.': } :. :^ : :lV '1 4:SF.7 4;SEtTIO�ll1d:.'.'.... • f'' 9.16'. _ .... o c % L • IRON PIPE ,i .. � •.c:�::T..: ,.,: �, �..,.,. ... ...... � , • — 1" OUTSIDE DIAMETER X18" LONG IRON QO` Oo Z ,P'.'.': ,':. :: - ---------- SET .. a' PIPE WEIGHING 1.13 LBS.lLINEAL FOOT 3 Q7...:...' ( 1 ✓-^ = r 1 { DRIVEWAY LOCATION R _ 5...,:',':....'...':.'.'..':::::::::.:'.'.'::::'::'T r:91'0' ::%'...:':':':",'....'.','.'.'.':.'.'.'.'.'..'.'.::i'r: / 33' (100') RECORDED DIMENSION (y RMtN, .....t......:':'' fir.";.'.':,.': :.:..— ..r..... /.................. {.1. FIELD WORK COMPLETED:09121/2023 = I 0 5?r:' ":.ti.:'' j 1..'•' '::Y :•':::•':....:•'.'•••'•' h•', do{r v._., ...... .�:..:..:. ,.. 3(.:::::is::?rrri::::.:::'i.(?:::??i:?:;: ...... :.:..:.....:.:'.. ,,�.:'::: /:. .'.....'::':':.....::":':':': .':.' �wp m� J�yQ.K..N..� ...::..1 0 l ✓ �..............0. t•,'.�;, 41.o No LOT 1 1. a._.. �.....(, y�::'' ��- ':..f:: `r: ©::-:.:;......:;.......�. mw �� i s x' 9��:.... .:.: day :'� ....� ... TOTAL AREA: ) :. '� f.:""ICi r::,:'; :; / FOTAC AR€%1;:.; :.::/:. .'; ::: r.':':'.:::•::':.•.'.:'...:: a:.4>. {� o Oo 213,212SO. FT. (4.895ACRES) o0 1 .xVI 1.k�f4i•':iid.(.:•:•:•;:•:•;•:?' :.::;):is�:::::''L::'.74T4�?$:447.FF:'f.4' 3'AGh..... .......:'r'r::: �,.• AREA EXCLUDING P �z o C. '.,'.':......... l... ::.: J : r•:: r:.i . ; ...p�f}"�XCL I iNi3i +'fW.':............ �..... , 203,302SQ. FT. (4.667ACRES) VAI\ z� Sf 1:..r..':..::r;.:..::::::...:.. :.�.:.....................:. y:):'::�:;;::: �.... �:...-*.'::..*.....' .......,.:.:::�,.::::L :. 4 o ................)::(�..... '?::::::.: : e ::..:. ' :; ? .1: • t.:: �:�....... r....... �........ _ t50b.3 �.:: :7.'.'.:::'.'::. J : t: ::::: ' : .:.:::':'::.. :.:::•:•.•:•::•::•:......::. :::::'::: TODD LANNNNNN � `•- - = __— • 5a i7'06"W'1526.64' 3 1 �— — �� / �° (S88•�s2'n2n4n"W) o \ Each Parcel shown on this map is subject to State, County �Qr y`�i I / ter, // �l J (' / lu gyp° 1 n Tj END LQNDDS �✓ \ and Township laws, rules and regulations (i.e., wetlands,(0,6 O Q minimum lot size, access to parcel, etc. Before purchasingQooil l F r w or developing any parcel contact the St. Croix County 0I �1 11 I ( N �. Zoning Office and the Town of Hudson for advice. { G G' ( w i 910 - CONTOURS, SLOPES. CBA & SOIL BORINGS