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HomeMy WebLinkAboutCST-2023-245 002-1009-75-000A,in S �y ional Services Division SOIL EVALUATION REPORT c_ . Z S 5 ZUi3 AUG 21 2023 In accordance with SPS 385, Wis. Adm. Code Countv Attach com fete site plan on paper not less th n 8 1/2 x 11 inches in size. Plan must include, ST Croix but not limi d to: vert�cal and tiot;izor�tal refere ce point (BM), direction and percent slope, Parcel I.D. scale or di enononszinIDrth\BMijyLtonodop*tton nd distance to nearest road. 002-1009-75-000 Please print all information. Re vi b� — �at/L ! ?� Personal information you provide may be used for secondary purposes Privacy Law, s. 15.04 1 m Property Owner Property Location: Nik & Kelsey Newgard Govt. Lot: NE '/4 NW '/4 S 05 T 29 N R 16 W Property Address - - • Lot # Block # Subd. Name or CSM# 2221 CTY RD DD 15 CSM 31-6968 City State Zip Code Phone Number ❑ City ❑ Village A Town Nearest Road Baldwin IWI 54002 1 (608) 286-0099 Baldwin CTY RD DD 0 New Construction Use: 0 Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Loess/silty lacustrine deposits over sandy loam till (Freeon sil) Floodplain elevation if applicable NA ft. General comments and recommendations: Recommend minimum 17" sand -lift POwTS mound on 100.00 contour with 0.6gpd/ft2 loading rate. LF = 19" (Redoximorphic features) Boring # ❑ Boring 0 Pit Ground surface elev. 100.00 ft. Depth to limiting factor 19 in Snil Annlirntinn 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 I *Eff#2 1 0-8 7.5YR 313 sil 2msbk mfr cs 3c-vf 0.6 0.8 2 8-14 7.5YR 4/4 1 2mabk mfi gs 2c-vf 0.6 0.8 3 14-19 7.5YR 4/4 - sl 1 msbk mfi gs 1 c-vf 0.4 0.7 4 19-28 7.5YR 4/4 f2f 7.5YR 5/8 & 10YR 6/1 Is-sl Osg-1 csbk mfr-ml gw 1 c-vf 0.2 0.6 5 28-42 7.5YR 4/4 f2d 7.5YR 4/6 & 10YR 5/2 sl Om mfi 1 c-vf 0.2 0.6 ❑ Boring # ❑ Boring ❑■ Pit Ground surface elev. 99.25 ft. Depth to limiting factor 20 in. Cnil Annlirratinn Rata 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 0-9 7.5YR 3/3 - sil 2mgr mfr cs 3c-vf 0.6 0.8 2 9-14 7.5YR 4/3 - 1 2mabk mfr-mfi gs 2c-vf 0.6 0.8 3 14-20 1 7.5YR 4/4 - I 2msbk mfr gs 1c-vf 0.6 0.8 4 20-31 7.5YR 4/4 f1f 7.5YR 5/8 & 10YR 6/1 sl 1 msbk mfr gw 1c-vf 0.4 0.7 5 31-44 7.5YR 4/4 f2f 7.5YR 5/8 & 10YR 5/2 sl lcsbk-Om mfr-mfi 1m-vf 0.2 0.6 - t7mupm 7Fl = mLjL) > 3U S ZZU ma/L ann '-5 > AU S 1 t l mn/L " t iTIl1Pnt;;2 = H(ji ) < ;iU marl ann I SS < ;ill mull CST Name (Please Print) Signature 41330832 CST Number Ryan Bechel (Advanced Environmental LLC.) Address Date Evaluation Conducted Telephone Number W11932 560TH AVE, Prescott, WI 54021 08/09/23 (651) 327-0074 Jtiu-tsjju (KU4115) ❑3 Boring # ❑ Boring r A Pit Ground surface elev. 100.00 ft. Depth to limiting factor 22 in. Qnil An H—+;nn D ie 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 1 0-8 7.5YR 3/3 - sil 3mgr mfr cs 3c-vf 0.6 0.8 2 9-18 7.5YR 4/3 - sil 2mabk mfr-mfi gs 2c-vf 0.6 0.8 3 18-22 7.5YR 4/4 - 1 1 mabk mfr-mfi gs 1 c-vf 0.4 0.6 4 22-30 7.5YR 4/4 f2f 7.5YR 5/8 & 10YR 6/1 sl 1 msbk mfr gw 1 c-vf 0.4 0.7 5 30-45 7.5YR 4/4 f2d 7.5YR 4/6 & 10YR 5/2 Is-sl 1 csbk-Om ml-Mfr, - 1 m-vf 0.2 0.6 4❑ Boring # ❑ Boring ❑ Pit Ground surface elev. 100.85 ft. Depth to limiting factor 19 in. Qnll Annli—finn D.f. 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 1 0-10 7.5YR 3/3 - 1 2mgr mfr cs 3c-vf 0.6 0.8 2 10-15 7.5YR 4/3 - 1 2mabk mfr-mfi gs 2c-vf 0.6 0.8 3 15-19 7.5YR 4/4 - sl 2msbk mfr gs 2c-vf 0.6 1.0 4 19-28 7.5YR 4/4 f2f 7.5YR 5/8 & 10YR 6/1 Is-sl Osg-1 msbk ml-mfr gs 1 c-vf 0.2 0.6 5 28-39 7.5YR 4/4 f2f 7.5YR 5/8 & 10YR 5/2 sl Om mfi - 1 c-vf 0.2 0.6 5 ] Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Cnil Annliratinn R2to 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 5 150 mg/L * Effluent #2 = BOD, > 30:5 220 mg/L and TSS > 30:5 150 mg/L Designer: Ryan Bechel 0 2023 Advanced Certified Soil Tester: 1330832 Environmental LLC. All_ *Alf property lines not O �x b P A Y Benchmark 1 . drawn are > I00ft from SYSTEM NOTES Septic Tank: Designer of Engineering Systems: D 2263-7 All rights reserved. ' - Soil Boring N system' - '� Buried DINING PATH (FORMER FREES electrical TREE FARM Tree lines 1 / Pump Tank: \� T 0 1 L/ - Proposed well location Soil Treatment Area: 1 -Recommend minimum 17' sand -lift POWTS mound on 100.00 OQ contour with 0.6gpolh2loading rate _ O� -- Tree lines -Depth to restriction = 19' (Redoximorionc features) -Contour = 100.30' �-Slope-2% WeU ' / / / h Distribution: 5:1�-System w 11 regwibution re pressure distr 0 p NEW 4L7R 00 BM 1 = 100.00 Top n O ail in 12" Oak - LOCATION MAP (not to scale) M HOME \ BM2 = 105.75 ��5 (11"above grade) DD '— Top of foundation slab F • at northwest corner Ln ---- SITE _ N Driveway '----------------- �. � PRF:PARF:U FOR: Nik It Kelsey Newgard — — — — — — — — — — — — — Site Address: — ------� '2221CTYRDDO / Baldwin, WI 54002 SCALE / 1 / I / PID: 002-1009-75-000 25.87 Acres Legal: Lot 15 CSM 31-6968 20 1 1 , / NE O' 40' L / S051 T29N R16W Certified Statement: This system has been deigned and evaluated in accordance with State and Local codes. The sal treatment area must remain protected from disturbance and/or compaction before and after construction. NO WARRANTY IS MADE THAT THIS SYSTEM WILL CONTINUE TO FUNCTION INOEFINI ELY. System must be properly maintained. Review your systems management plan for information on proper care and maintenance. Town of Baldwin Scale: 1° = 40' Date: 8/09/23 SCC ArcGIS Web Map 8/2/2023, 4:13:23 PM 1:1,624 C Lot and Units 0 50 100 200 ft Site Address Points Park General Common Element Flood Hazard Areas ® DrainageEasement Outlot Lot Tax Parcels ZONE A 0 15 30 60 m Unit ZONE AE WDNR, SCC ODD, SCC ODD, FEMA, SCC CDD Public ROW Limited Common Element 0 SubdivisionICBM Boundaries Web App9uilder for ArcGIS SCC CDD I WDNR, SCC CDD I SCC ODD and SCC Highway Dept I FEMA. SCC CDD I CDD and NIPS I National Geospatial-Intelligence Agency (NGA); Delta State University; Esd I WI Dept. of Natural Resources Division of Water I vs E Q.rl ww 3 O Q W •, ti Q NoOpZ.sam o cn 3 x� 00 <0Vacalii nN WillM LL ry ini W W Z',.0rn W pp Ot M M st.• �1r1Y1 0, 00 0 O W 0Vol F V rW at Zm�ot W N U ~ a V �gu 6R Z W x f 7 NORTr O 0 SCALE: 1 INCH = 400 FEET aou 200 0 400 AN AO CERTIFIED SURVEY MAP o4 LOCikTED IN PART OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER AND PART OF THE NORTHEAST QUARTER OF S THE NORTHWEST OF SECTION 5, TOWNSHIP 29 NORTH, RANGE 16 WEST, TOWN OF BALDWIN, ST. CROIX COUNTY, WISCONSIN. LEGEND LOT 16 AREA © FOUND ALUMINUM COUNTY SECTION CORNER MONUMENT TOTAL EXCLUDING RIGHTOFWAY Wl,487SQ. FT. 841,5188SCb A. • FOUND I INCH OUTSIDE DIAMETER IRON PIPE (Tj 20236ACRES 19.329ACRES FIELD WORK COMPLETED: 2/26/21 O SET 1 INCH OUTSIDE DIAMETER BY U INCH LONG IRON PIPE, WEIGHING 2.13 LBS. PER LINEAR FOOT .JNPLATTED I AND NORTHWEST CORNER-, SECTIONS SURVEY MARK NAIL `. PREPARED FOR: SURVEYOR: TOM KANTEN DOUG ZAHLER 1157 220TH STREET S & N LAND SURVEYING BALDWIN. All S4002 I920 ENLOE ST. SUITE 101 HUDSON, WI SQ16 The property depicted by this map contains areas that are subject to the Shoroland Overfay District- Addition,? restrictions apply. contact Community DVVNQpmenf 'or further information. Lots 14, 15 and 16 are toned R.I, Residential District, which allows 1 principal dwelling per 10 acres. Two additional residential units are ovoilable Joe Lot 14 and 2 residential units Orr avoilalbe for Lot 15 while toned as R.I. This note b intended to assign residential un![s and does not account for required lot design standards, such as suitable soils for private on -site wostewoter treatment systems, access standard; Or. Pitase Contact the Community Development Department for more information. FGj j DOUGLAS,1. {j( 2AHLER * B-21 S5 6/V 2021 83.17'- S00'38'58"E t�l33- " a � to p� 4i1� ea Ki �i 3 gi=m aIQl Co N$ 2 LOT 4 C.S.M. - VOL. 23, PC. 573 WESTRO.W.- 22M ST. LOT 1 C.S. M. VOL. 9 PG_2669 JNPLATTED LAND COUNTY ROAD "DD" -NDRntulvE - I NW 1/4 r-NORMERN STATES APPROXIMATE WETLAND LIMITS DERIVED I FROM AERIAL AND UDAR DATA. t I UNPLATTED LAND I 3 °0 UNPLATTED a LAND UNPLATTED SMAL(. I 4 sc j --SOUTH R.O.W. LAND ', TRACT 'E i 0 COUNTYRD. -DD" M NORTH QUARTER 2628.81_ r1 '1 n CORNER SEC710N 5 "'E 26215.29' - = —,, i . I I SURVEY MARK NAl1 UNPLA i TED LAND Each Faecal shown on this map Is subJett to State, County and Township laws, rules and regulations (Le., wetlands, minimum lot site, access to parcel, etc) Before purchasing or developing any parcel Contact the St. Croix County Community Development Department and the Town of Baldwin for advice. I 1�- 83.74' 500'15'SO"E in %a b D DOI o N W J pry alai 4 0 CD t �I& 3C >1 �a m� 00 LOT 13 �o C.S.M. VID 31 PG. 6918 x