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HomeMy WebLinkAbout032-2030-30-100 Lot 4hLIN r %4) WEE) Dep rtment of #2272 SOIL EVALUATION REPORT 8 Sa ety and AUG U 7 2011 accord 'nce with Comm 85, Wis. Adm. Code Page ____I of - -4 ��,�j� �Z3-,Z Professi nal Services Schmitt Soil Testing, Inc. roix Count� County Attach complete site plan pa; r,St r3e�AA"6i in size. Plan must St. Croix include, but not limited to: ed nt (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 0 2-2030-30-1 00 Please print all information. y &, , q7e Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location 41 Hansen, C & G (Trust) _D Govt. Lot S /41 NE1/4, S8, T30N, R19W Property Owner's Mailing Address V Lot # Block # S. M r.CSM# - - Mwc / - 1670 50th Street 4 SM Pending qO.498 Acres) City State Zip Code Phone Number City Village Town Nearest Road Somerset W, 51 612-810-7854 Somerset 165Th Ave I 5402- New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement J Public or commercial - Describe:----_ - -------- Parent material Glacial Till (e�Tea.-CroaumeH Sandy Loam) NA Flood plain elevation, if applicable General comments Area is suitable for a mound system. System elevation is 100.34' based off the contour line established at 99.34'. The slope of the and recommendations: area is 9%. Depth to limiting factor is 24 Boring # Boring l pit Ground surface elev. 99.80 ft. Depth to limiting factor 25 in. ISoil Application Ratel Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consisten Boundary Roots GPD/ft 2 *Eff#1 *Eff#2 0-8 10yr3/3 none sl 2mgr-- mvfr as 2f,2vf---., 0.6 2 8-13 10yr4/4 none sl 2fsbk mfr gw 1Vf 0.6 --1.0 1.0 3 13-25 10yr4/6 none sl 2msbk mfr CW ------ 0.6 1.0 4 25-62 7.5yr4/4 c2d 7.5yr6/8 7.5yr6/2 sl Om mfi ------ 0.2 0.6 Boring # Boring P.it Ground surface elev. 99.80 ft. Depth to limiting factor 24 in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-13 10yr3/3 none none sl 2mgr mvfr as 2vf 0.6 1.0 1.0-- 2 3 4 13-19 10yr5/3 sl 2fsbk mfr 9W lvf 0.6 19-24 7.5yr4/4 none grsl lmsbk mfr mfr gw as ------ ------ 0.4 0.2 0.7 0.6 24-43 7.5yr5/6 c2d 7.5yr6/8 7.5yr6/2 grsl Om 5 43-54 10yr/5/3 m2d 7.5yr6/8 7.5yr6/2 A lmsbk mfi ---- ------ 0.4 0.6 Effluent #1 = BUD 5> 30 < 220 mg/L and TSS >30 <_ 150 mg/L Effluent #2 = BOD5 �30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 8/4/2023 715-760-1978 S B D-8 3) 30 (R 0 7 /00) Property Owner Hansen, C & G (Trust) Parcel ID # 032-2030-30-100 Page 2 of 4 F❑Boring Boring # l E Pit Ground surface elev. 98.00 ft. Depth to limiting factor 33 in. ISoil AoMication Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD&I *Eff#1 *Eff#2 1 0-13 10yr3/3 none sl 2mgr mvfr as 2m,2vf 0.6 1.0 2 13-33 10yr4/4 none sl imsbk mfr gw 1vf 0.4 0.7 3 33-54 7.5yr4/6 m2d 6/8 y5 ,7r grsi Om mfi ---- ------ 0.2 0.6 ❑ Boring Boring # n Pit Ground surface elev. ft. Depth to limiting factor in. ISoil Aoolication Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDffts *Eff#1 *Eff#2 ❑ Boring Boring # pit Ground surface elev. ft. Depth to limiting factor in. n Soil AaQlication Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ t2 *Eff#1 *Eff#2 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 - 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS -c�_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 608-204-8777. SBD-8330 (R.07/00) Schmitt W Tes&9, Inc. 1016' CU 61 61 371 13' Lij z F- W LLJ CL 0 CL - U) LLI 3: 206' Conducted for: C & G Hansen Trust '96' 1670 50th Street Somerset, W1 54025 98' ��`•.�.._._. PID. 032-2030-30 100 t t 9% • LOT 4 SLOPE SW 1 /4 N E 1 /4 S 08 T30 N R 19W BM 2 ofta, M% 112' IM "W&* Town of Somerset V 3 �180I % % * Ae —134' B2 Contour N• 9% 96' / 9 1 0�0% 0 Line SLOPE 102' 0 14kh,• *\ 6 \ 0\ & % 0 %ft 4 qk- 1% 0 \ 0 198, NO B �. 218' • +981 BM I 100, 100, 102' BM 1 100.00'Top of 2" PVC Pipe BM 2 100.12'Top of 2" PVC Pipe Contour Line EL. 99.34' Contour Line Length 75' 1"=50' RNV LOT 4 165TH AVE SEE PAGE 4 of 4 FOR FULL VIEW OF PARCEL Conducted by: Thomas J. S hmitt CST 2 429 8-4-2023 St Croix County, W1 Legend Lakes and Rivers Rivers and Streams Dwn kft"Twerq Conveyance Division 11 = 50' 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. J)&W3 6-0 AM St Croix County, W1 Legend Lakes and Rivers Rivers and St-eams Dam IntertrXen, Permnial Interstates US Highways State Highways County High'Aays Local Roads Rustic Roads Ramps Road Right of Way Abo,donwl �droed Prate R"I Railroad Road Vacated RON Railroads PC 0 100 200 300f t DISCLAIMER: This map is not guaranteed to be accurate, correct, current or complete and conclusions drawn are the 'esponsibility of the user. O&SM 3:7-3 F110 PREPARED FOR: SURVEYOR: C & G HANSEN TRUST TY R. DODGE 1670 SOT14 STREET AUTH CONSULTING & ASSOC. SOMERSET, WI 54025 2920 ENLOE ST. SUITE 101 HUDSON, WI 54016 N0RTH[AS'T'C(.-jRNER SECTION 8 pvft NE114 ,-NORTH VNE -k- 7/4 W`/4 S84* 2 9414" E 2 J53.21 Ann 4 74 C r A C.8,A-.1:40'ACRE 15k. LOT 4 LqT 3 10-1 N88*56'22"E-.r -Se TOTAL Af3EA.' v4t 298-21 0 �'' 893 A 876.105SCE' FT f(20 ?113 A C RF - 3of AREA kXfLd0fiVG,&--_n; 4#3 ARE4_EXCL Lu 02.�75'SO' F77 -(20,498 A CRE;S) 256 S 0., F T. 19. 703 A C. RE S) oi IRON rA nlr� 'N' T A�c'rkl m 4ja W.4 0 -j J T 2 6-1 - (SEE SHEE7 21 ran too LOT 2 Lr un C4..A-17.S9 ACRES � 8 .* " r', 4&5 SQ� F T. �j 14.84, 1 A ��RES) "I WIN(" P; 14' 3 3' AREA FAC o l 6o.'5'A2.4 so 7 f 9c.1 -f A 6RE's) Lai C-B.A-IL51 ACID 66 29.44' S -40'37 "W 10 3 84 -+AST CIO 3 8 =- SECTI 714 �.4 677,3D Ar S89"53'12"W 2018-02' 1-4 Cl,'-)RNER 33-00' s8Q_"J_3V"W )67(v 30' EAST V, L14 ,F 66. oc", 5 T H A V E N U E LEGEND SOIL BORING — — BUILDING SETBACK LINE FRONT: 50 FEET SIDE: 10 FEET MINIMUM REAR: 25 FEET 940 INDEX CONTOUR — — -- — ---- — — INTERMEDIATE 2 - FOOT CONTOUR C.B.A. CONTIGUOUS BUILDABLE AREA 12% - 25% SLOPES PREPARED FOR: SURVEYOR: C & G HANSEN TRUST TY R. DODGE 1670 SOTH STREET AUTH CONSULTING & ASSOC. SOMERSET, WI 54025 2920 ENLOE ST. SUITE 101 HUDSON, WI 54016 LAND Is NORTHEAST CORNER SECTION 8 0 CHEAT` N[Elo SURW V Map 1 ---- 7 2 -- --- -- w C��o�1la W©LM]D 2g _paC�C 65z �IoOf�o �77 - N- - Z J 25% AND GREATER SLOPES ��� ` ' 'fC�`1 ' ; ; i' '" L , ly 4 T 3 N88"56'& LEGEND TOTAL AREA::' "A ��� /l✓ � , � 298.21' ALUMINUM COUNTY SECTION 91n,lh��c{a SQ.;FT (26.8,93,--ACR 1- 83pr FS) to CORNER FOUND ` EA EXC1-QD1/1T0R1W,- d S4 01 FOUND 1" OUTSIDE DIAMETER ACRFS a �, -I ,.21,` IRON PIPE O SET 1" OUTSIDE DIAMETER X18" LONG IRON Q m ` \ i,� qY 9 - ;� PIPE WEIGHING 1.13 LBS./LINEAL FOOT � \ �1D4 �I �,� i, � � �` r ��SS E EMENT �� �'l PROPOSED DRIVEWAY S ' ;{, r ,` aR LOT Ai�16,LOT� �;" 41 f� �. w fi �' ` = , SE S EET 2) rL X EXISTING FENCE LINE In! ¢ '� } 4 /� r CL of Jm �' - , "� lr LOT 1 �1 a,, .. j 0 1�y S� ' \ L \� . �a ,1 READ ( , F- Q w yC TOTAL AREA: zacREs- 242,469\ . w / Jl sQ. F3441 AG�R�E w C9 O SO. FT. (5.566 ACRES) Q f , , ' `-/ / � % /� f , w Z - EXC Cfj 1W W. 33 - 0 AREA EXCLUDING RIM V L Eti ► �� �� 6Q5� 23 3Q:90 1 A f" r Q w L.L 237,318 SO. FT. (5.448 ACRES) LLJ > 0 cr < Ln --- .1 . AL-X4 o=�_ o z N88059' 7„W CC r� .z 0 Q Z Q LLJ z ` 3 i27 LL = 0 © 0 U a o S89o� 3-12" V1120 8:UL H 0 Z ~ x WEST 1/4 CORNER 33.00 -- S89 53 12 W 2676.30 -- EAST WEST 1/4 LINE �vuid ©W LmLn � SECTION DIgIPLA TED II 1 65 T H AV E N U E �0°C� Q,�Q a D f u%p�laTTE© LAN108 =Q w Q ° W o SCALE: 1 INCH = 300 FEET L' Q Q — o• w Ln � ,� APPROXIMATE WETLAND LOCATION PER W[SCONSIN DNR V = W o 0 300 150 0 300 SURFACE WATER DATA VIEWER MAP, IF CONSTRUCTING NEAR m �- u , MAPPED WETLANDS, A WETLAND DELINEATION MAY BE REQUIRED. NORTH CONTOURS, SLOPES C. B.A. & SOIL BORING m - - -. o. n j) 8 - 4562 (�ni Qc: 331 E� Wr • l' UD m rn ��o � if•n � +i I Q o J� of n "! AST 1/4 CORNER ' f !/ SECTION 8 66.00' 0 � 0 11 V ll 6 P 0.-3 O 77