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HomeMy WebLinkAbout032-2030-50-000 (2)Lr Depa ent ot,.'UG Q 7 2@bIL EVALUATION REPORT Safe y and P in accordarke with Comm 85. Wis. Adm. Code -Cr I j T- Professio al Services County3 " ' Community Development Countv #2273 Page 1 of 4 Schmitt Soil Testina. in-_ Attach complete site plan on paper not less than x inc sin size. Plan must St.Croix - include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road, Part of: 032-2030-50-000 Please print all information. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Hansen, C & G (Trust) L A -I 1Govt. Lot 1/4, NE1/4, S8, T30N, R19W Property Owner's Mailing Address WL Lot # Block # Sulad. Nafl%,or CSM# 1670 50th Street 3 (.,.,CSM Pending (19.703 Acres) City State Zip Code Phone Number L] city Village Town Nearest Road Somerset WI 54025 612-810-7854 Somerset 165Th Ave L I New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 45.0.. GPD Replacement { Public or commercial - Describe: Parent material Glacial Till (Amery -Cromwell Sandy Loam) NA X Flood plain elevation, if applicable ft. General comments Area is suitable for a mound system. System elevation is 102-52' based off the contour line established at 101.60'. The slope of the and recommendations: area is 14%. Depth to limiting factor is 25 . Boring # L Boring Pit Ground surface elev. 102.35 ft. Depth to limiting factor 31 in. ISoil Application Rate I Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. i Consistence Boundary Roots G P D/ft2 1 0-7 10yr3/4 none grsl grsl 2mgr 2fsbk mvfr mfr as gw 2vf 1Vf 0.6 0.6 1.0 1.0 2 7-20 7.5yr4/4 none 3 20-31 7.5yr4/6 none grsl lmsbk mfr gw lvf 0.4 0.7 4 31-54 7.5yr5/6 c2d 7.5yr6/8 7.5yr6/2 grsl Om mfr mfi as ---- ------ ------ 0.2 0.2 0.6 0.6 5 54-72 5yr4/4 c2d 7.5yr6/8 7.5yr6/2 sl Om Boring # Boring F7 pit Ground surface elev. 102.55 ft. Depth to limiting factor 26 in. I e Soil Application Rat] Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure 11 Consistence Boundary Gr. Sz. Sh. 7 Roots GPD/ft 2 *Eff#1 *Eff#2 1 10yr3/3 none S1 grs 2mgr 2fsbk mvfr as 2vf 0.6 1.0 2 11-26 10yr5/3 none mfr gw 1Vf 0.6 1.0 3 26-49 7.5yr4/4 c2d 7.5yr6/6 7.5yr6/2 grsl Sl/ls Om lcsbk mfi mvfr CS ------ ------ 0.2 0.2 0.6 0.6 4 49-76 7.5yr5/6 c2d 7.5yr6/8 7.5yr6/2 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <_ 150 mg/L * Effluent #2 = BODE t30 mg/L and TSS -S_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, Wl 54017 8/4/2023 715-760-1978 SBD-8330 (R.07/00) Property Owner Hansen, C & G (Trus) _ Parcel ID # Part of: 032-2030-50-000 �❑ Boring IL 12 Page 2 of 4 Boring* Pit Ground surface elev. 99.90 ft. Depth to limiting factor 25 in. Soil Aaalication Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft= *Eff#1 *Eft#2 1 0-7 10yr3/3 none sl 2mgr mvfr as 2vf 0.6 1.0 2 7-18 10yr5/3 none grsl 2fsbk mfr gw 1vf 0.6 1.0 3 18-25 7.5yr4/4 none grsl lmsbk mfr gw 1vf 0.4 0.7 4 25-51 7.5yr4/6 c2d 7.5yr6/8 7.5yr6/2 grsl Om mi as ------ 0.2 0.6 5 51-96 10yr5/6 sl Osg ml ---- ------ 0.2 0.6 ❑ Boring Boring # ❑ pit Ground surface elev. ft. Depth to limiting factor in. ISoil ADalication Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPM" *Eff#4 " Ef'F#2 ElBoring Boring # fa ctor Pit Ground surface elev. ft. Depth to limiting acor in, ❑ Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD1ft2 *Ef1#1 *Eff#2 * Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 - 150 mg& * Effluent #2 = BOD5 -s 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.8330 (R,07/00) Schmftt SM Tesun9, im• 4f 7' M 46' W z W 21' 0- 0 CL F- v) W 3: 728 BM 1 98' 1�14' �. 11 �0' • � f i 98' 84' B • 1 i / • 4% 1 j SLOPE I L s • jj• o I • / 8% 1 • SLOPE j • i • 90' 1 B3 391r9`/0 f LOPE,,,• ...� 104' 10 z/7 �!• 59' -- V �. �• BM 2 f• 100, �• i Conducted by: C & G Hansen Trust 1570 50th Street Somerset, WI 54025 Part of: 032-2030-50-000 LOT 3 SE1/4 NE1/4 S08 T30N R10W Town of Somerset LOT 3 BM 2 100.50' Top of 2" PVC Pipe Contour Line El. 101.60' Contour Line Length 75' 165TH AVE SEE PAGE 4 of 4 FOR FULL VIEW OF PARCEL Conducted by: Thomas J. Sd CST 22,7429 8-4-2013 itt St Croix County, WI Legend Lakes and Rivers Rivers and Steams darn Intermiftrt 1' = 40' N -Ammy- i 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. 0&&'23 7 23 AM W71, • *4 • ■ - - - - - - - - - - - - - -,Vk7, *1: St Croix County, W1 Legend Lakes and Rivers Rivers and Streams Dam IrlArmfterl Interstaites US Highways State Highways County Highways Local Roads Rustic Roads Ramps Road Right of Way Aborxkned ­a*oad P"VV* Road RaWoad Road Vacated RON Railroads 44- 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 user. D&5i23 3-20 PM PREPARED FOR: SURVEYOR: NORTHEAST CORNER C & G HANSEN TRUST TY R. DODGE SECTION 8 1670 SQTH STREET AUTH CONSULTING & ASSOC. SOMERSET, WI 54025 2920 ENLOE ST. SUITE 1.01 HUDSON, Wl 5401:6 NOR''rf ONE D oti° l/4 NE1,°'4 - f OT LQT 3 LOT 4 0T.AAREA.- TOTALAP��. ��$.z1� `-"' e�� 'y `!, r ARE. -EX CL C N .°' AREA c r 1 `�- W-2 x'-19.703ACRES Lu �jJA 4 _1 N Do -_ '. • ` - JOINT AeCES! , , r�-.CC .. 4 .. (SEE SHEET 2 00 LOT 2 .: /Z 1 'FSj-- ,� C_�_A-16.Sr. ACRE _ AC?AC?EA ~ P C .A-17.59 ACRES z ,. T 46, 4&5 Q, F T. w zp t' 'ESA C_SA-12.51 AGES E^ 33.00M)3,12"W .16l(# 1 -- W,1 -EAST WEST ��� ' f � '_ ��.a0' 4 CiDRN_ 165TH AVENUE LEGEND E 940 C.B.A. SOIL BORING BUILDING SETBACK LINE FRONT: 50 FEET SIDE: 10 FEET MINIMUM REAR: 25 FEET INDEX CONTOUR INTERMEDIATE 2 - FOOT CONTOUR CONTIGUOUS BUILDABLE AREA 12% - 25% SLOPES PREPARED FOR: SURVEYOR: C & G HANSEN TRUST TY R. DODGE 1670 50TH STREET AUTH CONSULTING & ASSOC. SOMERSET, WI 54025 2920 ENLOE ST. SUITE 101 HUDSON, WI 54016 LQH©8 NORTHEAST CORNER SECTION 8 CERT� NFID ---- u VOLUME 29_p1UE_C543 � VOL. 17 25% AND GREATER SLOPES 01�1, '� LEGEND �, "'�f _- '298.2 ALUMINUM COUNTY SECTION �� CORNER FOUND ,`% �3�' FS';?3°$� FOUND 1" OUTSIDE DIAMETER 3RS -25.j IRON PIPE O SET 1 OUTSIDE DIAMETER X18 LONG IRON a m PIPE WEIGHING 1.13 LBS.ILINEAL FOOT N } ,-� f r �\ \ ,�/ a,, PROPOSED DRIVEWAY ; If I --, b ��SS� I EMENT� ��-(! l w �' -�� �� OR LO- ANC.-LOT�F �.,; nj =/Rzt1�` I ~,(SEE'S EET ) "n �._ m9 X EXISTING FENCE LINE ° It CL o w 0) LOT 1 a� z `-4 TOTAL AREA: z C- .5�-p�CR S� a f FAQ .- F- Q E- w X �. 1 `�"' i 39. ACRES J { (9 - 242, 469 SO. FT. (5. 566 ACRES) Q � ;,. -- I Q. F� 4.841,AG�R w 2 \ /- l� ` ( f ,, EXC (b NG W. 33 - � � � Q � AREA EXCLUDING R/VV.� ]� �, a � I (�''� � � �% �� ��-60�'$23 S� . - .901 A _ °C °; LL °C 237,318 SO. FT_ (5.448 ACRES) o ( �' r > 0 a < F- 0 F- w CY m o ( ,-,�, ° - o 589 9 1 F-- :EF- —LI)LL- ©z NS$°59'1'7'W" i % - �Qz�WZO�' WIL � cc '' 1 37_ ­61 — w = o ° o O a g - — ' �-, __� r-�—r --� �. =s89°` 3'lz"W zo 'g:o --� -r -, . LL 0 u - -- S8� 53 12 W 2676.30 -- BAST WEST 1 4 LINE ce L z 00 N x WEST 1/4 CORNER 33.00' ' z W�QN SECTION UNFLA77E0 1 E 5 T H AV E N U E Ln CCV O o W � u - - - - - - - W -j � w � QNW� SCALE: 1INCH -300FEET �Q� D �----`-'---- ----- cQi n < L = m APPROXIMATE WETLAND LOCATION PER WISCONSIN DNR = w o 0 300 150 0 300 SURFACE WATER DATA VIEWER MAP, IF CONSTRUCTING NEAR NORTH �- cm�- u MAPPED WETLANDS, A WETLAND DELINEATION MAY BE REQUIRED. CONTOURS, SLOPES, C. B.A. & SOIL BORINGS m Ln r dlI1 1ff C kD o r L Ln 111� 4 cc -I Q6ryi mI V (Je), LD Lo TT �� n!3 4 M (D �I w CL ° Ln I no Y) n� BAST 1/4 CORNER U SECTION 8 OIL - Ito nn L� 66.00' a IF) aa 3o71