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Home My WebLink AboutCST-2023-287 032-1021-50-000yrnRTbf nl0'- d Professional Services Page of I Serv,* \ / 1 SOIL EVALUATION REPORT -0 County 2�23 Ina accordance with SPS 385. Wis. Adm. Code Attach completeLiteplanon paper not less than 8 1/2 x 11 inches in size. Plan must include,St.Croix but not limited totalreference or dimensih poi dibc3tibh and dis t (BM), direction and percent slope, ante to nearest road.munity P eI Iscale ��,.cpment -e 06M a m ormation. Re ' by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). I Property Owner Property Location Christopher Mick Govt. Lot NE /• 8 v, s 3 T 31 N R 19 E (or) W Property Owner's Mailing Address Site Address o SM---Ind Lot # t 389 Rice Lake Rd o ,L City State Zip o e Phone Number ❑ City ❑ Village ❑� Town Nearest Road Somerset Wi 54025 ( ) Somerset Rice Lake Road QNew Construction Use: El Residential / Number ofbedrooms 4 Code derived designflow rate 600 GPD ❑Replacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable NSA ft.�zoLt c Parent material OutWaSh eral co eta recommendations: System Type:Conventional Gophers present at tested area Boring # a ❑Boring 94.7 100 Pit Ground surface elev. ft. Depth to limiting factor in. ! elev. ft. I Soil Aoolication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz "Eff#1 'Eff#2 1 0-11 1Oyr3/2 none SI 2mgr mfr cs gw .6 1.0 2 11-100 1Oyr4/6 none S Osg ml n/a n/a .7 1.6 Boring # ❑Boring 94.7 ❑■ Pit Ground surface elev. ft. 100 Depth to limiting factor in. / elev. ft. I Soil Aoolication 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 1Oyr3/2 none SI 2mgr mfr cs gw .6 1.0 2 12-100 1Oyr4/6 none S Osg ml n/a n/a .7 1.6 CST Name (Please Print) Signatur CST Number Shaun Bird 226900 Address valuation Conducted Telephone Number 1432 120th St. New Richmond Wi 54017 /23 715-246-4516 " Effluent #1 = Boo > 30 5 220 mg/L and TSS > 30 <_ 150 mg/L ' Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L SBD-8330 (R04/21) Page of F 3 � Boring # �� i ❑ Boring 96.8 Pit Ground surface elev. ft Depth to limiting factor 100 in. / elev. ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz *Eff#1 *Eff#2 1 0-12 10yt3/2 none SL 2mgr mfr Cs 2m .6 1.0 2 12-36 10yr5/4 none SI 2msbk mfr gw 1f .6 1.0 3 36-100 10yr4/6 noen S Osg ml n/a n/a .7 1.6 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil Application Rate 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. / elev. ft. Soil Application Rate 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 25150 mg/L * Effluent #2 = BOD, 5 30 mg/L and TSS s 30 mg/L Soil Test Plot PI Projet Name Christopher Mick S Address 389 Rice Lake Road Somerset WI 54025 Lot 1 Subdivision NE 1/4 SE 1/4S 8 T 31 N/R19 W Boring 0 Well Pl. Property Line , B11 oi•"RP Assume Elevation 100 ft System Elevation TBD STM #226Qnn ate 10/2/23 Township Somerset County ST. CROIX Top of Survey Iron * H R PSame as Benchmark LOT 1 4.18 ACRES INC R/W 182,089 SO. FT. 3.82 ACRES EXC R/W 166,235 SQ. FT. SURVEYOR CERTIFIED SURVEY MAP MICHAELJ. ERICKSON LOCATED IN PART OF THE NE1/4 OF THE SE1/4 AND IN PART OF THE SE1/4 OF THE NE1/4 OF FOUR SEASONS LAND SURVEYING, LLC SECTION 8, T31 N, R19W, TOWN OF SOMERSET, ST. CROIX COUNTY, WISCONSIN. 848 WILLOW RIVER DRIVE HUDSON, WI54016 SOIL TEST MAP / SLOPES OWNER CHRISTOPHER AND THERESA MICK 389 RICE LAKE RD LOT 6 SOMERSET, WI 54025 C.S.M. IN LOT 5 I LOT 1 VOL. 22, PG. 5304 C.S.M. IN UNPLATTED LANDS I C.S.M. IN I DOCC #838_1_3_7 I VOL 22, PG. 5304 I� VOL. 17, P_G_._4_629_ I DOC. #838137 W1/4 SECTONCORNER I DOC. #742495 L L_ I C4 8"E (1"IRON PIPEED) � � CE5 C3 323 183 L N8914711911E I 65.06' LEGEND N89147119"E / 0 ST. CROIX COUNTY SECTION CORNER 3945 56' POSITIONED FROM COUNTY o v COORDINATES. POSITION VERIFIED WITH MONUMENT AS NOTED OR TIES OF O o '- RECORD w c N LL A U11 0"' ZI �� N �w I WW E �o tiI LLO I O" 5 41 �z ZI u z w LL O z J U)LLI 314" REBAR FOUND 3/4" X 18" IRON REBAR SET WEIGHING 1.50 LBS. PER LINEAR FOOT --x- - EXISTING FENCELINE 12-19.99 PERCENT SLOPES ♦ SOIL TEST BEARINGS ARE REFERENCED TO THE EAST LINE OF THE SE1/4 BEARING S00°55'45'W, ST. CROIX COUNTY COORDINATE SYSTEM. INSTRUMENT DRAFTED BY MICHAEL ERICKSON JOB NO: 22-106 DWG: CSM3 DRAFTED:10/01/23 FIELD:09/29/23 SCALE IN FEET 1" =200' 0 200 400 c� C1 310 E 34 RICE LAKE ) 9 Ca GT s 1 �71184.76' W -_ POSED DRIVEWAYS ARED 66 EWAY E /r HOUSE � �ARAGE a —WELL SHED SHED r4 ENT \�J��N�� N SHED LOT 1 �9p nSp SEPTIC —� 4 C.B.A = 2.1 AC �� VENT 8 ♦ r (TYP.) n ♦ N o N (7 v v ♦ ^ O 394.8,V 66.02' o 0 ^ o S89037'49' W 460.86' o ♦ U) LOT 2 3.50 ACRES Gn o 152,247 SO. FT. o w C.B.A. = 2.9 AC 0 0 1285.15' z 10.3 4 9.46 4 C I LOT C.S.M.-IN VOL 22, PG_._5304 DOC. #838137 — — s6' I UNPLATTED LANDS C6 N 8 — — C72 — — WEST 1/4 LINE OF SECTIOE1/4 CORNER SECTION 8 133 33' (V O.D. SURVEY LOT 3 MARKER FD) ACRES INC R 51,513 SO. FT. n O V N Z M b U ACRES EXC R/W I ml C co 12,086 SO. FT, Wi O ZI B.A, = 7.6 AC crI -JI S89°37'49'W 468.72' vl nI 435.71' `n ti� w 33.0T OI F �I LOT 4 � of if " a O l C.B.A. = 2.3 AC I ti j z y �oo m �ml w 7 S89°37'49"W 1318.16' SOUTH LINE OF THE N1/2 OF THE NE1/4 OF THE SE1/4 OF SECTION 8 UNPLATTED LANDS DRIVEWAY 468.72' 33.01' 6 5.7' X � IN 0 �o O N O U) SE CORNER SECTION 8 (60D SPIKE FD) SHEET 1 OF 3 SHEETS