The URL can be used to link to this page

Home My WebLink AboutCST-2023-256 032-2034-90-100ry 701,, Av(-1 Department of SOIL EVALUATION REPORT #2279 3 Sp= Safety and in accordance with Comm 85, Wis. Adm. Code c/ Page 1 of A 5 - Professional Services G 5 , �7 , ZJb Schmitt Soil Testing, Inc. County Attach complete site plan on paper not less than 8'/2 x 11 inches 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. Parcel I.D. Part of: 032-2034-90-100 Please print all information. f2evi y �7 e Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). tal Property Owner Property Location Johnson, Daniel & Julie Govt. Lot S 1/4, NW1/4, S9, T30N, R19W Property Owner's Mailing Address k Lot # Block # ! Subd. Name or CSM# 533 170th Ave. __ 2 CSM Pending 7.027 Acres -- -- -- - _ - _ _ City State Zip Code Phone Number City Village ' ' Town Nearest Road Somerset WI 54025 612-282-3589 Somerset 1 170Th Ave 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 -- NA ft. General comments Area is suitable for a 6" mound system. System elevation is 101.02' based off the contour line established at 100.52'. Slope of area and recommendations: is 16%. Depth to limiting factor is 32 1 Boring # Boring Pit Ground surface elev. - 102.07 ft. Depth to limiting factor 84+ in. Soil Application Rate Horizon Depth in. 1 Dominant Color 7Redox Description Munsell I Cu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft' j 'Eff#1 'Eff#2 1 0-10 10yr3/3 10yr4/4 none sl 2mgr mfr cs ! 2f,2vf .6 1.0 1.0 2 10-23 none sl 2msbk mfr gw lvf 3 23-33 7.5yr4/4 none grsl 2msbk mfr gw ------ ___:0.6 0.6 1.0 4 33-84 10yr5/6 none WIS 2msbk mvfr ---- ------ 0.6 1.0 33-84" texture is on the boundary between lorry sand and sandy loam, structure is moderate, ped are very friable. rate at 0.6 Boring # Boring FilPit Ground surface elev. 97.87 ft. Depth to limiting factor - 84 in. Soil Application Rate Horizon Depth in. Dominant Color Redox Description Texture i Structure Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Consisten Boundary Roots GPD/ft' "Eff#1 'Eff#2 1 2 3 4 0-6 6-12 12-38 38-84 10yr3/3 10yr4/4 10yr4/4 10yr5/6 none none none none sil 2mgr sil 2fsbk siI 3msbk sl lmsbk mvfr cs 2vf 0.6 0.8 mfr gw 1vf 0.6 0.8 mfr cs ---- 0.6 0.8 mfr ---- ------ 0.4 0.7 Effluent #1 = BOD5> 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 4 Thomas J. Schmitt 227429 ----- - Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 8/29/2023 715-760-1978 5➢D-8330 (R07/00) Property Owner Johnson, Daniel & Julie Paroel ID # Part of: 032-2034-90-100 Page 2 of 4 F3 Boring Boring # ,,, P4 Ground surface elev. 97.87 ft. Depth to limiting factor 32 in. Soil Application Rate Horizon Depth in. I Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft' •Eff#1 `002 1 0-6 10yr3/3 none sl 2mgr mvfr as 2vf 0.6 1.0 2 6-18 10yr4/4 none sl 2fsbk mfr gw !vf 0.6 1.0 3 18-32 7.5yr4/6 none sil 2msbk mfr gw ------ 0.6 0.8 4 32-48 7.5yr4/4 m2d 7.5yr6/8 7.5yr6/2 fsl Om mfr as ----- 0.2 0.5 5 48-84 5yr4/4 m2d5.5yr26/6 7. sl Om mfi --- ----- 0.2 0.6 F] Boring # Boring t Pit Ground surface elev. ft. Depth to limiting factor in, [� Soil Application Rate Horizon Depth in. I Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDMV `Eff#1 •Efl#2 Boring Boring # P8 Ground surface elev. ft. Depth to limiting factor 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/ft' •Eff#1 'Eff#2 • Effluent #1 = BOD? 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 608-260-3151 or TTY 608-264-8777. SBD-8330 (R.07100) Schmitt Soil Testing, Inc. Conducted for: v Daniel & Julie Johnson 533 170th Ave 13 L Somerset, WI 54025 0 LOT 2 M 2400' TO 170TH AVE Part of: 032-2034-90-100 SE1/4 NW1/4 S9 T30N R19W Town of Somerset m Conducted by: SEE PAGE 4 of 4 FOR FULL VIEW Thomas J. Sch itt OF PARCEL CST 227 9 8-29-2023 PROPERTY LIN LOT 2 96' 98, 100' 102' � % M2 V fm B3 1 EXISTING 5' X 50' 16% TRENCHES SLOPE 1 , r z ` e1• WHITE POLE BUILDING 1 •� 15% SLOPE ` •` 1�' 92' '� • 100, 13% • BM 1 SLOP 98, 0 r Eu 75' B2 27' Exist irg 800 Gal Pump 6 fisting 1000 Gal 34' IT dr, Chamber Septic Tank RED POLE BUILDING LINE PROPERTY LINE Lteluaj HOUSE BM 1 100.00' Top of manhole cover on pump chamber BM 2 103.48' Top of East trench vent pipe on existing drainfield Contour Line El. 100.52 1" = 60' Contourl-ine Length 75' St Croix County, WI Legend Lakes and Rivers Rivers and Streams Pa,raNal Interstates US Highways State Highways County Highways Loral Roads Rustic Roads Ramps Road Right of Way aaa,deMd R.iaeW PrNab Read RaiOad ROW voyd Rwi Railroads Conveyance Division 1"=60' 0 20 40 ISM DISCLAIMER: This map is not guaranteed to be accurate, correct, current, or complete and conclusions drawn are the responsibility of the user ON3Y33 1010 PM '•k r� ,tea. � 1 4. St Croix County, WI Legend Lakes and Rivers Rivers and Streams IMwmdM PFrMYI - Interstates US Highways State Highways County Highways Local Roads Rustic Roads Ramps Road Right of Way P rt, Rwe R.4oW Ro.e Y+cL,e R— Railroads N f` 1 0 200 400 600ft ' 01SCLAIMER: This map is not guaranteed to be # accurate, correct, current, or complete and conclusions drawn are the responsibility of the user. s } CERTIFIED SURVEY MAP LOCATED IN PART OF THE SE 1/4 OF THE NW 1/4 AND IN PART OF T(JE SW 1/4 OF THE NE 1/4 OF SECTION 9, T30N, R19W, TOWN OF SOMERSET. ST. CROIX COUNTY, WISCONSIN, BEING LOT 1 OF CERTIFIED SURVEY MAP VOLUME 13, PAGE 3657. SURVEYOR: MARK D. MCCLENATHAN AUTH CONSULTING 2920 ENLOE ST. SUITE 101 HUDSON, WI 54016 PREPARED FOR: DANJOHNSON 533 170TH AVENUE SOMERSET, WI 54025 LEGEND 8.1 SOIL BORING — — —940— — — INDEX CONTOUR — — — -- — INTERMEDIATE 2 - FOOT CONTOUR 25% OR GREATER SLOPE C.B.A. CONTIGUOUS BUILDABLE AREA SCALE: 1" = 150' 150 75 0 150 NORTH 1/4 CORNER SECTION 9 1 EAST -WEST n R 2 1/4 LINE ------ - - 1906:5T .. 458.78' WEST 1/4 CORNER SECTION 9 (SURVEY MARK NAIL) LOT 9 N88°39'00"W 747.11"' (587°46'15"E', N88'39'00"W 5269 46' �I a cs Do g rpm .io Z W In W Z Z O O m 2 za 0— � U � W �Q 2615.78' mn NORTH -SOUTH 1 LOT 10 '4 1/4 LINE MIn I Q C UU� G G� E 2 T QT a LOT 9 SOUTH 1/4 CORNER SECTION 9 (GEAR HEAD NAIL) Ln z_ O J O Q m v Ln w 0 Ln L/� 2c O F— z O U CONTOURS, SLOPES, CBA & SOIL BORINGS