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HomeMy WebLinkAbout032-203050-000 Lot 01r�2 #2274 C E: D rtment C I . I ' . ' pep 07 2f�2SOIL VALUATION REPORT SP S�a� ety and in accord nce with Comm 85, Wis. Adm. Code P- a e 1 of I nai 6e� C�' 3 Lj n chmift Soil i estin!-. -01 ' C( Professi nai 6eqjqq!:�01x Councy T, 2,0,� & C opm 0 m r Ommunity Develor)m t :,ounty ,--�ttach complete site plan on paper no es � I nt es in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. P rcel I D- A,41"- � o 1: 032-2030-50-000 Please print all information. 67d y to Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). fi Property Owner Property Location N Hansen, C & G (Trust) A.— Govt. Lot 91/4, NE1/4, S8, T30N, R19W Property Owner's Mailing Address Lot # # -Subd SM# 1670 50th Street 1 CSM Pending.498 Acres) YJ City State Zip Code Phone Number city F71 Village-"' �70wn Nearest Road Somerset Wl 11 54025 1 612-810-7 854 Somerset 50Th Street New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD [� Replacement Public or commercial - Describe: Parent material Glacial Till (Amery -Cromwell Sandy Loam) Flood plain elevation, if applicable NA47-00 General comments Area is suitable for a mound system. System elevation is 100.27' based off the contour line established at 99,10'. The slope of the and recommendations: area is 15%. Depth to limiting factor is 22 Boring # Boring Pit Ground surface elev. --- 99.95 --- ft. Depth to limiting factor 28 in. Soil Application Ratel Horizon I Depth in. I Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistenc�, Boundary Roots GPD/ft2 *Eff#1 *Eff#2 0-11 10yr3/3 none sl 2mgr mvfr as 2vf 0.6 1.0 2 3 11-28 28-41 10yr5/3 10yr4/4 none c2d 7.5yr6/6 7.5yr6/2 sl 2fsbk mfr mfr gw 1Vf 0.6 1.0 0.7 grsl Imsbk gw ------ 0.4 4 41-56 5yr4/4 m2d 7.5yr6/8 7.5yr6/2 grsl Om mfi ---- ------ 0.2 0.6 2 Boring # 'I _ I Boring F. - Pit Ground surface elev. ft. Depth to limiting factor 22 in. ISoil Application Rate I Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consisten Boundary Roots 1 GPD/ft2 - - *Effff# 1 *Eff#2 0-11 10yr3/3 none sl 2mgr mvfr as 2vf 0.6 1.0 2 11-17 10yr4/4 none sl 2msbk mfr gw lvf 0.6 1.0 3 17-22 5yr4/4 none grsl lmsbk mfr gw ------ 0.4 0.7 4 22-62 5yr4/4 m2d 7.5yr6/8 7.5yr6/2 grsl Om mfi ---- 0.2 0.6 * Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 �30 mg/L and TSS !i_30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt Aw 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 8/4/2023 715-760-1978 SBD-8330 (R,07)00) Property Owner Hansen, C & G (Trust) Parcel ID # 032-2030-50-000 3 ElBoring # Boring " Pit Ground surface elev. 96.55 ft. Depth to limiting factor 25 in. Page 2 of 4 Soil Aaalication Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDfft2 *Eff#1 *Eff#2 1 0-14 10yr3/3 none sl 2mgr mvfr as 2vf 0.6 1.0 2 14-25 10yr5/3 none A 2fsbk mfr gw 1vf 0.6 0.8 3 25-35 7.5yr4/4 c2d 7.5yr6/6 7.5yr6/2 sic! 2msbk mfr gw ------ 0.4 0.6 4 35-64 5yr4/4 m2d 7.5yr6/8 7.Syr�/2 grsi Om mfi ---- ------ 0,2 O.fi ❑ Boring Boring # pit Ground surface elev. ft. Depth to limiting factor in. n Soil AmAication Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDtft2 *Eff#1 *Eff#2 ❑ Boring Boring # n pit Ground surface elev. ft. Depth to limiting factor in. ISoil Agnlication Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIft2 *EfW1 *Eff#2 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30. 150 mg/L * Effluent #2 = BOD5 - 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. SBD-9330 M07/00) Schmitt sad Testk9, Inc. 0 NORTH PROPERTY LINE 0 n Y) 694.28' Conducted for: C & G Hansen Trust 1670 50th Street Somerset, WI 54025 Part of: 032-2030-50-000 134' 1 50f LOT 1 SE1/4 NE1/4 S08 T313N R19W Town of Somerset A 181 501 2 4' U-1 W-*A- M 581 97' 99, 101, A 45' BM 21 ' r 2% 95' % SLOPE 12% 50 :3 "JLOPE 0 %L C 43' B3 15oyc 0 SLOP IBM 1 179 11 451 loll 97' • BM 1 100.00"Top of 2" PVC Pipe BM 2 100.95"Top of 2" PVC Pipe Contour Line El. 99.10' Contour Line Length 75" 298.21' SOUTH PROPERTY LINE Conducted by: Thom s J. Sc h Ift CST 227429 12-27-2022 SEE PAGE 4 of 4 FOR FULL VIEW OF PARCEL LOT 1 490'TO THE RIGHT-OF-WAY OF 50TH STREET 168.30 F- W W U) O LO L I@ St Croix County, W1 Legend Lakes and Rivers Rivers and Steams Dam InternAtert P&rrwlw 0 N 0 20 40 60ft DISCLAIMER: This map is not guaranteed to be accurate, correct, current, or complete and conclusions drawn are the responsibility of the user. D&5,'23 8-38 AM St Croix County, WI Legend Lakes and Rivers Rivers and Streams Dom Inte-frniffi-ni PerrsNal Interstates US Highways State Highways County Highways Local Roads Rustic Roads Ramps Road Right of Way Abondoned Reiko®d Prtvate Road Ra4road ROW VBcatad ROOV Railroads -a 0 100 200 300ft DISCLAIMER: This map is not guaranteed to be accurate, correct, current, or complete and conclusions drawn are the responsibility of the j mar 0&5,,23 3 20 PY. I I I PREPARED FOR: SURVEYOR: C & G HANSEN TRUST TY R. DODGE 1670 SOTH STREET AUTH CONSULTING & ASSOC, SOMERSET, W1 54025 2920 ENLOE ST. SUITE 101 HUDSON, WI 54016 NORTHEAST C(.j'RNFR SECTION 3 ,NOR Tit -,ji/4 %F114 P1 30/4, 1/4 'S84"29"14'F 2053.21" NOR �k WE NE 4. �4 700.10 C-8-A-440- ACRE!; -- -LOT- I LOT 4 LQT 3 N88'56'22"E 1-0 TAL AREA.' OTAL AR A. T E r # __4 298.21 1 _?j I I oj 2V 1�f.. cREs, 876. F05 czO FT _(20 r 13 A( WSJ A REC0GRW AREA. 413 ui092.85S.r(204 7O'T SSOFT. 19.7iACRES 98 ACRE LA IRO Go c;N 6� J01%'T AC':C-FSc-, FASPVEN'�-' 6-j m WU T, LA r6R L ST I ANCt C_)T 2 - SHEE7 21 co - (SEE f- 1� UP4 kz LOT 2 Lr. A Oro i C-Q.A-17.S9 ACRES TOrAt AqE-A ;CU46 _r. Im Ln zp , 485 SO. F �j 14.84 1 A CRES.) 01 A RrA FA 0 tJ0_ ING Ri W 13' 'ES) 1­0" A23 SO 4 1 11) .90 1 A lJ HEs; C.B.A-IL51 ACRES 37 "'W 169149' y" :7 387_j��_T -2 -r SECT' V_ 'VISO) S89*53'12"'W 2618-01 16 4 1 A CC)RNER 33. oc, 5895 31 W 2 6 16 3 0' '�'.EAS T WES T 214 L WE 66-00. �,3E _ _ 6 5 T H AVEN U E INTERMEDIATE 2 - FOOT CONTOUR CONTIGUOUS BUILDABLE AREA 12% - 25% SLOPES LEGEND A SOIL BORING BUILDING SETBACK LINE FRONT: 50 FEET SIDE: 10 FEET MINIMUM REAR: 25 FEET 940— — INDEX CONTOUR ......... ........... ................ C. B.A. ... zi� 25% AND GREATER SLOPES J-") TJ3 L"i Mom, L 4',,'-: 0 rl n[: Amoo Zi N LEGEND I TO L 1AREA,ii. 298.21 3311 ALUMINUM COUNTY SECTION IQ.'; FT (20. - �a; D�, CORNER FOUND - EA EXCLUDIIVG, L 92-8 C 9 ?AA ir'� CRES) FOUND 1" OUTSIDE DIAMETER on IRON PIPE ' SET 1" OUTSIDE DIAMETER X18" LONG IRON 29 rn, y i PIPE WEIGHING 1.13 LBS./LINEAL FOOT (�g I LM PROPOSED DRIVEWAY .0 R Li ANQ LOT. -, A �S EfE 2)x EXISTING FENCE LINE jn -1 0 LOT I o/ z LLI READ X: ui X TOTAL AREA: 41 F- ACRES (z 3'3 LL. 242,469 SO- FT (5.566 ACRES) lc�g _04.�41ACRE �� txc lDfW W.- I2 0 AREA EXCLUDING R/W.- J D I f `�15� .3SQ-4T. A(� LU Lj- 237,318 SQ. FT (5.448 ACRES) 0 hl� Lu Ln z Ile r-i z cl: 0 /fo DF- LLJ c) Lu U Ln LL Ln Ln < 0 cr 0 1 Lu 0 1 0 Ln S8 9 C) Ln 2 UZ W b cc 0 z 0z Lu 281 z Lu Lu L'L L Imu F- z -6 72 Lu w 0 �: o 7i z-�===--)CEAST- WEST 114 LINE < :3 , LAM u- 0 F- 0 0 2i s 0 z - i-iiiiii- u �w 33.00 t S89-53-12"'W 2676.30'-- F- = L 00 X Ln WEST 1/4 CORNER ui 0 oW Nar > SECTION 8 U N P L A 7 7 E © 1 6 5 T H AV E N U E uJ 0 u N IP L A 7 7 E 0 L A N 13 8 00 Ln Z N 3 ------ ----- V) tA uj Ei SCALE: I INCH 300 FEET L A 0 uj < V) APPROXIMATE WETLAND LOCATION PER WISCONSIN DNR v) LU w = w < 0 0 0 SURFACE WATER DATA VIEWER MAP, IF CONSTRUCTING NEAR w NORTH �- co F- U 300 150 0 300 MAPPED WETLANDS, A WETLAND DELINEATION MAY BE REQUIRED. PREPARED FOR: SURVEYOR: C & G HANSEN TRUST TY R. DODGE 1670 50TH STREET AUTH CONSULTING & ASSOC. SOMERSET, Wil 54025 2920 ENLOE ST. SUITE 101 HUDSON, WI 54016 UNPLA77-ED I LANDS CONTOURS, SLOPES C. B.A. & SOIL BORINGS NORTHEAST CORNER--", SECTION 8 CEIR71NED SURWEY MAP LOT 2 Li VOLUME 29 PAGE 6543 z WOL. 17 r /---% E;-p r-11 n C7;3 -n (y) >O{ jJ)pQ- 4562 33' LD ui Ln lu�Lul 0) .41 4:::z I it "i4ml 0 q c6 (J tm Lo cq m-- lien c) CL � ; C) cn �'i C) jib ti ,� 661 I P C) rEAST 1/4 CORNER i SECTION 8 rn, /tV 66.001 WO L [P G.-3 a 77