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HomeMy WebLinkAbout040-1032-40-100 (3)Wisconsin ional Services Page 1 of)( 1 Division o�(�D L� SOIL EVALUATION REPORT MAR GS T 2V 2�f 2 6 2024 In accordance with SPS 385, Wis. Adm. Code County Attach combte.pl��n .QQ�,pplI��ef_ngqt less�than 8 1!2 x 11 inches in size. Plan must include, St. Croix but not limilb v�>tlEi3YaWd Hkmzor4@;96We grence point (BM), direction and percent slope, Parcel I.D. scale or dimensions, no arro ' Wtid4mation and distance to nearest road. f _ Ref #2747 Please print all information. R qd y Date Personal information you provide may be used for secondary purposes Privac Law, s. 15.04 1 m . Property Owner ` J� Property Location ❑ Seasons 45, LLC - Tom Soderberg Govt. Lot SW % SW '/. S 07 T 28 N R 19 E (or) W Property Owner's Mailing Address l� ^� _...-�— Lot # Block # Subd. Name or CSM# 422 Co. Rd. F Na Na Proposed CSM City State Zip Code Phone Number ❑ City ❑Village ®Town Nearest Road Hudson WI 54016 763 219-5568 Troy W. Grove Rd. ❑ New Construction Use: ® Residential; Numberof bedrooms 3 Code derived design flow rate 450 GPD ® Replacement ❑ Public or commercial - Describe: Parent material Glacial Outwash Flood Plan elevation if applicable na ft. 2--o'u X Q4 Vf-f General comments and recommendations: Site suitable for In -ground POWTS installation with 0.7 gpd/sq. ft. design loading rate. Recommended infiltrative &wrface alevation to be 94.50'. F I Boring # ❑ Boring ® Pit Ground surface elev. 99.54 ft. Depth to limiting factor >122" in. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft` 'Eff#1 `Eff#2 1 0-12 1Oyr2/1 none I 2fgr ds gw 2vf,fm 0.6 0.8 2 12-18 10yr2/1 & 3/4 none mixed sl 2fsbk ds gw 1vf,fm 0.6 1.0 3 18-36 10yr4/4 none sl 2msbk mvfr cw 1vf,f 0.6 1.0 4 36-46 7.5yr4/6 none Is Osg dl cs - 0.7 1.6 5 46-88 10yr4/6 none s Osg dl cs 0.7 16 6 88-122 10yr5/4 none s Osg dl 0.7 1.6 2❑ Boring # ❑ Boring ❑ Pit Ground surface elev. 99.33 ft. Depth to limiting factor >119" in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff#1 'Eff#2 1 0-13 10yr2/1 none I 2fgr ds cs 2fm1c 0.6 0.8 2 13-28 10yr2/1 & 3/4 none mixed sl 2fsbk ds cw 2fmc 0.6 1.0 3 28-36 10yr4/4 none sl 2fsbk ds cw 21`1m 0.6 1.0 4 36-41 7.5yr4/6 none Is Osg dl cs 1I'm 0.7 1.6 5 41-70 10yr4/6 none s Osg dl gs - 0.7 1.6 6 70-119 1Oyr5/4 none s Osg dl 0.7 1.6 CST Name (Please Print) ignature CST Number ` James K. Thompson 5---- 30021 Address ate Evaluation Conducted Telephone Number 340 Paulson Lake Lane Osceola WI 54020-5413 March 20, 2024 715 248-7767 6bU-6330 (H04115) 3 Boring # ❑ Boring ® Pit Ground surface elev. 98.25 ft. Depth to limiting factor >11 T' in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 1 0-12 10yr3/2 none sl 2fgr ds cw 2fm1c 0.6 1.0 2 12-20 10yr3/2 & 4/4 none mixed sl 2fsbk ds cw 2fmc 0.6 1.0 3 20-33 10yr4/4 none sl 2msbk mfr cw 1vf,fm 0.6 1.0 4 33-45 7.5yr4/6 none Is Osg dl cs - 0.7 1.6 5 45-87 10yr4/6 none s Osg dl cs 0.7 1.6 6 87-117 10yr5/4 none s Osg dl I 0.7 1.6 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 * 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 5 150 mg/L h W o Ed A Qzsz' ■ Soj/e✓Q�ua6ov�p�� .EX/st+n 8r40�� e%e% --i'EXiS Er+�j W acJdas,PG.S bu/Cct AIR 5cccsow yS, ZLe- Tin-5odsrbc�yy ¢i0 DceGr� t�I✓d• !�c/,PAr Bcac �, Fl. 33 ycg3 Lo4 a/o�ProlooSec/Cs„� 5royyswy5; Sec, 07 Tn.o�Tial; a yo /,3z- � I Q i S fa /vl ajr S/e/!e. 7t rOu ,,ste.+a Ar eA -99. 571 r—± Y - - _ � ■ 99_d e t -I c EXi Si" j Sco,& c-6,, ifq drYwt,�Tv bt abQ,�doocd P9. 3a3 x r y o�� = o 0 Q rzo Dv r z omoo .Z� °zottr iwQ0 NORTH CERTIFIED SURVEY MAP LOCATED IN PART OF GOVERNMENT LOT 1 OF SECTION 12, TOWNSHIP 28 NORTH, RANGE 20 WEST, AND PART OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER, PART OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER AND PART OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 28 NORTH, RANGE 19 WEST, TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN. /SMALL pry S89°35'15"E T R A C T \% J� ti 76'± moo, / W i6 ` p(/\/ S \ \12 / I �, % �� JO ?� i N N 13 /sss \� '1 � y4 ? y0 (80) 2 ^ Ep4DER\F mil, so, 66 / C p 0 146'± M E / sgsT s F/ \S �) PREPARED FOR: SURVEYOR: p �~ N82°30'S9,. SIN �n%�'�F �2q) S6S? A �� \. ^^ __ SEASONS 45 LLC DOUGLAS J. ZAHLER Qp=a (583°p657"E)z2cOL, d' q3„ G\ �� w\, / JIM SODERBERG AUTH CONSULTING & ASSOC. ^� /yS8 OlI 8 \ zs4 j3, r7�jr SIIO6)ISS� �j� �1 / 6401 CAMDEN AVENUE NORTH 2920 ENLOE STREET SUITE 101 �• �., 11g06.S8"14/ \73/ [yj 3 9S6.4� \� BROOKLYN CENTER, MN 55430 HUDSON, WI 54016 h6604. LOT 81 C.S.M. j (N54°02'15"W) N55°56'01"W--'?9 V 0 L. 4 PG. . 1 1 2 0 LOT 9 �. _ _1 _ _ C_S. M (48.04') 48.15' I NORTH LINE SWI 4 -SWI 4- DRIVEWAY- - 1 i �^ 66 / / ENCROACHES - (S89°17'20"E) (N65°41'17"W) N62°25'31"W- 'o, _ 8S „� 589°12'S9"E 217 (61.85) 61.60' Z v F C> JE, 6+ \ 360.51' 207.43' �- \"//� N41°12'04"W-' z';_0°'?, �?ic�s'FJ,� \ / _..___.._.._.._. F (� 128.29' j 09p `po�2j,'r !i2 Q0 - - 'SEE NOTE BARN -- \ T (N42°13'42"W) p pr's a` FG�, °rsp°� UILDING SETBACK I 'SEE NOTE SCALE: 1INCH=250FEET \ (12823') `"'� lZ \ T� sF\ `2�• ` LINE (TIP.) I HOUSE 10 J O �O WEST LINE Nc 250 125 0 250 % N28°36'29"W �ZSs° 9c�� Fs3 SEE I RN I ©SEPTIC SE7/4-SW1/4 SE /z 07, ,,+ EAST UNE-+f 131.21' \6�,4s6.,� Sg, \ *NOTE 1 SW114 - SWI/4 G� \T (N29°30'41"W) 4,, j69 � / LOT I � S78°S6, „ I S89°47'09"E CURVE DATA TABLE NUMBER RADIUS LENGTH CENTRAL ANGLE CHORD BEARING CHORD LENGTH ARC LENGTH TANGENT IN TANGENT OUT Cl 353.00' 33°40'00" N84°55'15"W 204.45' 207.42' N68°OS'15"W S78°14'45"W Cl RECORD 353.00' 33°45'00" N85°52'36"W 204.94' 207.93' N68°00'06"W S77°14'S4"W C2 567.00' 23°36'39" N89°56'S5.5"W 232.00' 233.65' S78°14'45"W N78°OS'36"W C2RECORD 567.00' 23°40'S6" 589°OS'22"W 232.69' 234.36' 577°74'S4"W N79°04'10"W LEGEND \ O s V �,�. (131.24') g2p;q? 683,863SQ.FL± 15.699 ACRES ± \ 12).616E' �47.3T 11 FOUND COUNTY SECTION CORNER \ l` � \ 1 ALUMINUM CAPPED MONUMENT (N20°07'59"W) N19°22'48"W--- 110.76' I N63°03'23"E O FOUND 2-3/8 INCH OUTSIDE DIAMETER IRON PIPE WISCO (122.45) 122.25' /h66IgI S88123'48"E'1 313.15' �� S00°32'51"W 1 142.65' • FOUND 1-1/4 INCH OUTSIDE DIAMETER IRON PIPE �Of hP'DOUGLASJ���' ZAHLER 1 N53°23'S4"W--- F \` 91.1T \s, (N55°2291.1W) 1S1 1V62S331 SHARED WELL®) 1 � jI�1 HOUSE ,p �\ O SET 1 INCH OUTSIDE DIAMETER BY 18 INCH LONG i * 1 S-2145 * I \ 7 �,(� 1V GARAGE SEPTIC O IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT HUD1 N, �� N29°42'37"W--'� PROPOSE F - - - - 30 FT. WIDE INGRESS/EGRESS EASEMENT , ,� n 131.71' \v (N29°05'S6"W) 1S3jTS� _ _ DRIVEWAY I v (N87°4836"W4g2.4q% - 66 v (NO3°43'57"E) PREVIOUSLY RECORDED INFORMATION SIJRUE - -WEST LINE SWl/4-SWl/4 (133.49') /2SSJ16994J8. �6'b Iy N86°45'49"W483,74- 00-`: s 136.97, OR/ Z� V I SECTION 9� / / N77°09'00"W-l-� 202.97, �N78°08'36„w L 0 T 12 � /160.58' SHEET 2 OF 3 THIS INSTRUMENT WAS DRAFTED BY. JLV JOB NO, 8316-001 DATE: 0210812024