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HomeMy WebLinkAbout022-2004-60-000 (2)Sw*e Professional Services ' C ofittliishry services Sp= OBI �� 2022 SOIL EVALUATION REPORT \v In pipCordance with SPS 385, Wis. Adm_ Code Attach complete site plan on papeo[ not less than A�i x 11 inches in size. Plan must 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. Please print all information. Personal information you provide may be used for secondary purposes (Privacy Law s. 15.04(1)(m)). Page ! of� County ST. CROlX Parcel I.D. n,29 - gnnA - An - nnr PENDING Property Owner Property Location LX DON A. 8r CHERYL BURCH-SCHOFF awcytxt NE /4 SE Y. S 6 T 28 N R 18 E (or) W Property Owner's Mailing Address Site Address or GSM and Lot # 212 W. MAPLE STREET 36-G.T.!-' W PENDING LOT 1 City, State, Zip Phone Number ❑ City ElVillage Town Nearest Road STILLWATER. MN 55082 ( 612) 747 - 3315 KINNIC'KINNI( C.T.H. M E&NewConstnrction Use: ®Residential/ Number of bedrooms NK Code derived designflow rate NK G/� El Replacement ❑ Public or commercial - Describe: Flood Plan elevation if applicable NA Nf.�/L�� Parent material ON -SITE WITH STATE OF WISCONSIN SPECIALIST 10-26-22 General comments and recommendations: INTERPRETIVE DETERMINATION REQUIRED — NO A+4 CONDITIONS AS REQU- S Ell Boring Cxxrd ro F Boring # Pit _ ✓ ce elev.-`j't53 ft. '' I Depth to limiting factor 26 in. / elev. ft. c.,a o- 6- Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz `Eff#1 I `Eff#2 1 0-7 7.5YR3/2 - sil 3fabk ds as 2vf-co 0.6 0.8 2 7-16 7.5YR4/3 - sil 2f-mabk ds as 2vf-m 0.6 0.8 3 16-26 7.5YR4/6 - 1 lfabk ds as 1vf-f 0.4 0.6 4 26-32 7.5YR4/4 f1f7.5YR4/6 1 1m-cabk dsh - - 0.4 0.6 one stone I � I Boring # ❑ Boring [Pit Ground surface elev. `1 eft. Depth to limiting factor 0 in. / elev. ft. gnil Annl;n inn Pnta Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz 'Eff#1 7 `Eff#2 1 0-8 7.5YR3/2 -- sil 3fa&sbk ds as 3vf-co 0.6 0.8 2 8-11 7.5YR5/2 - I 2fsbk ds as 2vf-co 0.6 0.8 3 11-16 1 7.5YR5/2 m1f 7.5YR4/3 I lfsbk ds - - 0.4 0.6 some gr/f w cobs CST Name (Please Print) Signature CST rr MARY JO HUPPERT (Hollister's Soil Te ting & Design 711 L4832 Address Date Evaluation Co dlr T ph` ne Number 25720 FIREFLY LANE, WEBSTER, WI 10 - 2 & 6, 2022 715 - 426 - 1775 ` Effluent #1 = BOD > 30 5 220 mg/L and TSS > 30 5150 mg/L ` Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L SBD-8330 (R03/22) SCHOFF, Don & Cheryl 022- 2MK - 60 - 000 PROPOSED LOT 1 ® Boring F 3] Boring # ❑ Pit Ground surface elev. 101.28ft. Page 2 of 4 Depth to limiting factor 0 in. / elev. ft. Sol it Aflolication 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 *Eff#2 1 0-9 7.5YR3/2 — sit 3fabk ds as 2vf-co 0.6 0.8 2 9-13 7.5YR4/3 f1d 7.5YR4/6 sit 2f-mabk ds as 2vf-m 0.6 0.8 F Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting fades in. / elev. ft. Soil ADolication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Gr- Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Efittl *Eff#2 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. R. Soil ADnlication 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 *Eff#2 * Effluent #1 = BOD > 30 <_ 220 mg/L and TSS > 30 5150 mg/L * Effluent #2 = SOD, <_ 30 mg/L and TSS <_ 30 mg/L Plot Plan Nge 3 of a$ PROPERTY OWNER: bOAJ A +AP61,3" = FT. (except where noted) Legal Description: I tN-t>Ia1 "r w `xs AjA ? H 5e � ,l= backhoe pit SEA. t e- 3 TUIA}N) ME ! It . 017 fiefS ��i t� &6 N. 71/ i gg,15 _1.-711 --------------- Qv. 4 q e. L.9' I t � p4➢E�� ) 1 fv\02-- 1,04001 Site location "Ff 1A 3 Wisconsin Department of Safety and Professional Services Division of Industry Services 4822 Madison Yards Way PO Box 7302 Madison, WI 53707 December 19, 2022 CUST ID NO.: 224832 MARY JO HUPPERT 25720 FIREFLY LANE WEBSTER, WI 54893 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: NA Phone: 608-266-2112 Web: httr)-Hdsns wi gov Email: d5psawisconsingov Tony Evers, Governor Dan Hereth, Secretary Identification Numbers Plan Review No.: PWTS-122200137-SSD Application No.: DIS-122258583 Site ID No.: SIT-110301 Please refer to all identification numbers in each correspondence with the Department. MUNICIPALITY: CONDITIONALLY TOWN OF KINNICKINNIC RFCEI�IED APPROVED ST. CROIX COUNTY DEPT OF SAFETY AND PROFESSIONAL SERVICES DEC DIVISION OF INDUSTRY SERVICES SITE: DON & CHERYL SCHOFF Stcroix ` 4 C.T.H. M — LOT 1 RIVER FALLS, WI 54022 NE 1/4 OF THE SE 1/4, SEC. 36, T28N, R18W SEE CO ESPONDENCE FOR: Soil Saturation Determination The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: • Approval is hereby granted pursuant to S. SPS 385.60(2), Wis .Adm. Code, to estimate the depth of seasonal soil saturation based on an interpretive determination process completed by Mary Jo Huppert, Certified Soil Tester (CST) and her recommendations. • This approval is limited to the soil characteristics within the tested area. This approval is based upon best management practices and does not warranty the functioning of the system. Water conservation, wastewater disposal practice and system maintenance will aid in the longevity of the system. • On -site visit was conducted by CeCe Rudnicki, DSPS on October 26, 2022. • The estimated highest level of prolonged soil saturation approved under this determination is 9 inches below grade. At least 27 inches of sand lift on top of 9 inches of unsaturated, in -situ soil is required for adequate treatment and dispersal — per the soil tester's recommendations. • The basal soil application rate for the mound shall be 0.6 gpd/sf, and the linear loading rate 6.0 gpd/ft. • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a 1/4- inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • Chisel plowing to a depth of 12 inches immediately prior to sand placement is required to improve vertical water movement into the soil solum. • Landscaping up slope of the mound shall be incorporated into the POWTS design to prevent surface water from concentrating along the up slope edge of the mound and to divert surface water drainage away from the system. • This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change or if saturated conditions are observed for seven consecutive days at depths less than 3 feet below the infiltrative surface of the POWTS distribution component. • This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any other parcels or portions of parcels. • A copy of this approval letter and attachments must accompany the mound system design for this site for purposes of plan approval and sanitary permit issuance. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, CeCe Rudnicki Division of Industry Services Phone: 608-400-3186 Email: elizabeth.rudnicki@wisconsin.gov Fee Required: $240.00 Fee Received: $240.00 Balance Due: $0.00 Refund Expected: $0.00 INTERPRETIVE DETERMINATION REPORT Property Owner: DON Et CHERYL SCHDFF ZIZ W MAPLE STREET STILLWATER, MN 5508Z Location: NE 1/4 of the SE 1/4, Section 36, T28N, R18W Town of KINNICKINNIC ST CROIX COUNTY (PROPOSED LOT 1) Structure To Be Served: New Dwelling CONDITIONALLYAPPROVED DEPT OF SAFETY AND PROFESSIONAL SERVICES DMSION OF INDUSTRY SERVICES Prepared by: ti:ar Jo Huppert, tfT #224832 Cesigner #1859-007 Date: 65 20z. HOLLISTER'S SOIL TESTING 8 DESIGN Z5720 FIREFLY LANE WEBSTER, WI 54893 Phone: (715)426-1775 Email: hotIisterdesign@outtook.com && 4 2&&-� ck-, SEE COKkESPONDENCE INTRODUCTION In October 2022 this soil tester was contacted by the owner stating he was dividing a 20 acre site into two 10 acre parcels. Two site and soil evaluations are required for approval. Several backhoe pits were conducted and it was determined that an Interpretive Determination Report would be required on this site as it is an A+0 site. State of Wisconsin Department of Safety and Professonal Services (DSPS) code 383 states there must be A+4 inch soil conditions. That report is attached as part of this Interpretive Determination Report. This report is required to determine the suitability for installation of a private on -site wastewater treatment system (POWTS) in lieu of groundwater monitoring per State of Wisconsin DSPS regulations. II. PREPARATION OF REPORT This report is being prepared according to the standards set forth by SPS 385.60(2) of the Wisconsin Administrative Code and a guideline prepared by Leroy Jansky called "Preparing the Interpretive Determination Report." Ill. REQUIRED INFORMATION A. A Soil Evaluation Report has been conducted according to SPS 385.40 and is attached as part of this report. B. Local Hydrology 1. Surface `hater: no ponding appears to take place on the site based on the slope of the land and vegetation. The tested area is at the highest point in the landscape with a ten percent slope. This site is surrounded by the waters of Kinnickinnic River which flow at a southernly direction. See attached topography map_ 2. Subsurface Water: some rainfall leaves the site and some is absorbed into the A horizon. The silt loam texture within the A horizon has good structure with root and worm action taking place. The subsoil has a weaker structure which tends to hold more water due to the evidence of redoximorphic features at 9 inches. 3. Soil Saturation: soil appears to become saturated under the A horizon due to evidence of redoximorphic features. Saturation conditions vary due to the depth of the heavier clay loam. No water was observed in any of the pits. PAGE 2 - SCHOFF 4. Surface Water Elevations - this land area is located near the Kinnickinnic River Basin at an elevation of approximately 20 feet higher. The tributaries flow south and easterly toward the site. See the attached topography map from the State of Wisconsin Geological and Natural History Survey. C. Geomorphology 1. Parent Material - The parent material is loess over loamy till according to the United States Department of Agriculture Soil Survey. See attached soil series description from the web site. 2. Landform Type -The proposed system will be in soils formed in silty material with underlying heavy loamy material. D. Landscape Position and Local Topography - The proposed system is located near the highest elevation of the landscape and on the footslope of the area. The shape of the slope is linear to a minimum degree. The ground surface elevation is at 1140 feet mean sea level with lower elevation to the north and west of the site. See attached USGS Topographic Map. E. Soil Series and Mapping Units - The Soil Survey of St. Croix County has the area mapped as a Vlasty Series and Skyberg Series which this soil tester encountered the conditions similar. The typical profiles per the Soil Survey are attached as part of this report. The Skyberg series is described as somewhat poorly drained soils on sloping areas from 0 to 3% of ground moraines. Permeability is moderate and water supply is at 9.6 inches. The Vlasaty Series is described as moderately well drained with water supply at 9.0 inches on 2 to 6% ground moraines. Field Observations - the proposed site has been left wooded for many years. No disturbance has taken place on the site. The soils identified were similar to the Vlasty Series and the Skyberg Series with redoximorphic features under the A horizon estimating high ground water to be at 9 inches. PAGE 3 - CONSTANT G. Comparative Analysis - All borings were similar to the Skyberg Series except B1 was similar to the Vlasty Series with low and high redoximorphic conditions under the A horizon. The prolonged saturation does occur at greater than 9 inches at the proposed site. There is no prolonged saturation for more than 7 consecutive days within the top 9" which is more than the b inch minimum required by Code. Government Reports and Comments - no attached documents available. IV. Conclusion and Recommendations - the site is suitable for a POWTS as evidenced by the redoximorphic conditions described above. There appears to be no evidence of hydric soils or hydrophytic vegetation. Most of the surface water leaves the site due to the position in the landscape. There is a slope to the site and no surface ponding anywhere. No prolonged saturation occurs within the top 9" as evidenced by lack of the redoximorphic features. 1. The system shalt be installed on the elevation of 100.00 feet. 2. The sand fill shall be 2.25' of ASTM C-33 code required material. 3. Plow depth should be a minimum depth of 12 inches during dry soil conditions so there is no chance of soil smearing 4. The system to be <6.0 GPD/ftl linear loading rate.,— 4 5. Construct the toe area of the mound system at a 1:4 ratio instead of the required 1:3 to increase absorption area. %--� 3:1 The State of Wisconsin, Department of Safety and Professional Services has reviewed the site. This report needs approval before final approval. PAGE 4 - SCHOFF Submitted by, Mary Jo U pert Certified Soil Tester #224832 Designer #1859-007 DATED: 12-05-2022 REFERENCES: 1.) Martin, L. (1965). The Physical Geology of Wisconsin. University of Wisconsin Press. Madison, Wisconsin. 2.) Soil Survey of ST. CROIX County. (1978) United States Department of Agriculture, Soil Conservation Service, with the Research Division of the College of Agriculture and Life Sciences, University of Wisconsin. 4.) State of Wisconsin. Department of Safety_ and Professional Services Code, Chapters 383 and 385. 5. United States Geological Survey. Topographical and aerial maps downloaded from : http://terraserver.microsoft.com 6. United States Department of Agriculture. Soil series downloaded from: http://soitseries.sc.egov.usda.com Wisconsin Department of Safety & Professional Services 6 Division of Industry Services sP SOIL EVALUATION REPORT S In accordance with SPS 385, Wis. Adm. Code County Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, parcel LD. 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. 022 - Please print all information. Reviewed by Personal information you provide may be used for secondary purposes (Pnvacy Law, S. 15.040)(m)). Page 1 of ST. CROIX 14 - 60 - 000 PENDING Date Property Owner Property Location Li L-T DON A. & CHERYL BURCH-SCHOFF d6Yt?4Xt NE Y. SE y, s 36 T 28 N R 18 E (or) W Property Owners Mailing Address Site Address or CSM and Lot #: 212 W. MAPLE STREET 36 G.-T4-. -W PENDING LOT 1 City, State, Zip Phone Number ❑ City ❑ Village UTown Nearest Road STILLWATER, MN 55082 ( 612) 747 - 3315 KINNICKINNICC.T.H. M EX New Construction Use -IN Residential/ Numberof bedrooms NK Code derived design flow rate NK GPD ❑ Replacement ❑ Public or commercial — Describe Flood Plan elevation it applicable NA ft. Parent material ON -SITE WITH STATE OF WISCONSIN SPECIALIST 10-26-22 General comments and recommendations: INTERPRETIVE DETERMINATION REQUIRED — NO A+4 CONDITIONS AS - -----REQUIRED PER STATE OF WISCONSIN DSPS 383 - -- - titA ❑ Boring t Boring # Q Pit Ground surface elev._-rR 53 ft. Depth to limiting factor 26 in. / elev. ' loft. S it A—h— inn R.tc Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/FP 'Eff#1 `Eti#2 1 0-7 7.5YR3/2 — sit 3fabk ds as 2vfco 0.6 0.8 2 7-16 7.5YR4/3 — sil 2f-mat* ds as 2vf-m 0.6 0.8 3 16-26 7.5YR4/6 — I lfabk ds as 1vf-f 0A 06 4 26-32 7.5YR4/4 f1I7.5YR416 I tm-cabk dsh -- — 0.4 1 0.6 one stone Boring # ❑ Boring jq. 110 QPit Ground surface elev. it?v,'7rn. Depth to limiting factor 0 in. / elev.- ft. " ` Rnil Ar firatinn Rate Horizon Depth In, Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft= •Etf#1 `Eft#2 1 0-8 7.5YR3/2 — sit 3fa&sbk ds as 3vf-co 0.6 0.8 2 8-11 7.5YR5/2 — I 2fsbk ds as 2vf-co 0.6 0.8 3 11-16 7.5YR5/2 mtf 7.5YR4/3 I 1fsbk ds — — 0.4 0.6 some grtf w cobs CST Name (Please Print) Signature _ CST Numt�4832 MARY JO HUPPERT (Hollister's Soil T ling & Design ? Address 25720 FIREFLY LANE, WEBSTER, WI Date Evaluation Conduct 1U - 20 8 26 2022 Telephone Number 715 - 426 - 1775 Effluent #1 = BOO > 30 s 220 mg/L and TSS > 30 s 150 mg/L ` Effk>!ent S2 = BOD, S'30 rrxj6and TSS s 30 mg/L SBO-8330 (R03/22) SCHOFF, Don & Cheryl 022- 2004 - 60 - 000 PROPOSED LOT 1 Ioi, TL' Bodiv 3] Borkv* O Pit Ground surface May. t9+;,ert Page 2 of 4 Depth to uniting factor 0 ui. / elev. l0 t.11-1ft. (q Snil Aoolicalion Rate Horizon Depth In. Danwnard Color Munsell Redox Description Qu. Az Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' 'EfM I 'EM 1 0-9 7.5YR3/2 - sd Mat* ds as 2vI-co 0.6 0.8 2 9-13 7.5YR4/3 f1d 7.5YR4/6 sil 2f mabk ds as 2vf-m 0.6 0.8 Boring;= aBorft Pit Ground surface elev.--_-A Depth to uniting factor_in. / elev. 4. —� I Snit AmlicAtn Ratine I Redox Description Ou. A7- Cont. Color a❑ Pit Ground surface eiev. ff. Depth to limiting factor In. / elev. ff. Effluent •1 = BOD > 30 s 220 nv& and TSS > 30 5150 mg/L • Effluent #2 - BOO, s 30 ng1L and TSS 5 30 mg/L Plot Plan Page 3of q PROPERTY OWNER: bom ,A• "C �-{1�N)L 13uRC4 ScftoF= Legal Description: �EAiDiNs: iJD t �,, 'sM CF l' 1�6' SE A . SEC fib, Iyt 1J R19 TI'h11A) w KImAicKjniN%C CRi71x A C6IAAEX _ W15025t0• 10az— 200L, b -6,0D� w 4 Site location: r 1" — -;FT. (except where noted) ,L] = bads oe pit LJ 7Iranj 6r-inj $k/> ?eP *F SP►kE C1,�4, M R- 0_ vW t-\"Fl, 7y i , �! 8 10. 0I7 -A0Fq -- North i. V V 6 6rAXv AssuMIP /e/, 00 .AZOVE c.Rj)�DE _ roZ,47 03 /01. y Z' d�R $RO m2� - o a t to s , Ile- 1 � x to r };: Ei,tiz F ,� x -M--� RANGE 18 WEST, TOWN OF KINNICKINNIC, ST. CROIX COUNTY, WISCONSIN. UNPLATTED Z z LANDS 3:'. W --- N'tA f N_89_'5_5'5_1-1 �► 3973.66' st 1/4 Comer tion 36-28-18 vey Mark Nail UNPLATTED LANDS 5295.17' County Trunk Highwoy °M" -•--------NOV 7K) ;21 t------$JLI..►I- a PLATTED N LANDS N - 0 0 o� o z 'D NW/SE SW/SE UNPLATTED LANO5 UNPLATTED_ LANDS JssL ---- 58.26' w !! '' I�N89-42.10-E 35.63' jj Il 41 1253.49' 50.70' soil '•- ; ~�L is a_ S4325'49 E j tests LOT 1 sail `sts ;;V L OT 2 W' 436, 346 Sq. f t. 1O ''' io 1 436,504 sq.ft. ml N 10.017 acres ind. r-o-w ,,; N 10.021 acres o I 3 incl. r-o-w ? h� 411,934 sq.ft. v 392,461 sq.ft. 9.457 acres o 9.Oi0 acres excl. r—o—w o o o 1 excl. r—o—w o t In In 660.23' 660.23' i 1287, 46' oz /.LJ 33.00'/1 N89'57'06"E 1320.46' En mh'. house shed shed WI shed q t• Shed dwy, well®_ I o� l LOT 3 0 .barn N 0 872.152 sq.ft. 850.338 sq.ft. t 20.022 acres 19.521ocres 1 incl. r-o-w excl. r-o-w i 1 KE/SE 1286.39' 33. SE/SE can-co•21^w tits �a' UNPLATTED LANDS 1 parcel on this map is subject to State and County PREPARED FOR rules and regulations(i.e. wetlands, minimum lot Don A. Schoff access to parcels, density limitations, etc.). Before 212 W Maple Street hasing or developing any parcel, contact the Stillwater, MN 55082 tmunity Development Department and Town d for advice. Lots 1-3 are zoned R-1, Residential District, h %a which allows 1 principal dwelling per 10 acres. c/ Please contact the Community Development Department for more information. Completion Date October 2021 s SCALE 1" = 300' y 0' ! 300' 600' is referenced to the LEGEND ne of the Southeast 0 .._ Found Government Comer ?r of Section 36-28-18, (Government Corner verified) bears SOO"13'31'W o .. Set 3/4" x 18" Iron Rebar -o - East 1/4 Corner Section 36-28-18 Survey Mark Nail N N M 1n tc° 13 IK UNPLATTED t I LANDS 1� t 31S M t� M t� t� o►� In t - t� I O Ir7 NIM UNPLATTED M 1 O LANDS T Southeast Corner QD Section 36-28-18 Survey Marts Nail �scoNB,y JOEL A. *. BRANDT k S."M `-6LBt1111000 clTt,, �0 DRAFTED BY! Joel A. Brandt 1B Surveying LLC six County Grid System) weighing 1.502 lbs./foot Sheet 1 of 2 Sheets Map Unit Description: Skyberg silt loam, 0 to 3 percent slopes —St. Croix County, Wisconsin St. Croix County, Wisconsin SrA—Skyberg silt loam, Q to 3 percent slopes Map Unit Setting National map unit symbol: g5bg Elevation: 800 to 1,950 feet Mean annual precipitation: 28 to 36 inches Mean annual air temperature: 39 to 48 degrees F Frost -free period. 120 to 170 days Farmland classification: Prime farmland if drained Map Unit Composition Skyberg and similar soils: 99 percent Minor components: 1 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Skyberg Setting Landform: Drainageways on ground moraines Landform position (two-dimensional): Footslope Down -slope shape: Linear Across -slope shape: Concave Parent material: Loess over loamy till Typical profile Ap,Al2,A22 - 0 to 18 inches: silt loam 2B2tg,2B3tg - 18 to 32 inches: loam 2C - 32 to 60 inches: loam Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Drainage class. Somewhat poorly drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.14 to 0.57 in/hr) Depth to water table: About 6 inches Frequency of flooding: None Frequency of ponding: None Available water supply, 0 to 60 inches: High (about 9.6 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2w Hydrologic Soil Group: CID Ecological site: F090AY011 WI - Moist Loamy Lowland Fnraoe si itahility prnuF- High AWC, high water lahle (G 105XY007W I ) j b Natural Resources Web Soil Survey 12/5/2022 Conservation Service National Cooperative Soil Survey Page 1 of 2 Map Unit Description: Skyberg silt loam. 0 to 3 percent slopes —St. Croix County, Wisconsin Other vegetative classification: High AWC, high water table (G105XY007W I ) Hydric soil rating: No Minor Components Auburndale Percent of map unit: 1 percent Landform: Depressions Ecological site: F090AY006WI - Wet Loamy Lowland Hydric soil rating: Yes Data Source Information Soil Survey Area: St. Croix County, Wisconsin Survey Area Data: Version 18, Sep 6, 2022 Natural Resources Web Soil Survey 12/5/2022 �� C:nnservatinn Service National Cooperative Soil Survey Page 2 of 2 Map Unit Description: Vlasaty silt loam, 2 to 6 percent slopes —St. Croix County, Wisconsin St. Croix County, Wisconsin VaB—Vlasaty silt loam, 2 to 6 percent slopes Map Unit Setting National map unit symbol: g5bj Elevation: 800 to 1,950 feet Mean annual precipitation: 28 to 36 inches Mean annual air temperature: 39 to 48 degrees F Frost -free period: 120 to 170 days Farmland classification: All areas are prime farmland Map Unit Composition Vlasaty and similar soils: 100 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Vlasaty Setting Landform: Ground moraines Landform position (two-dimensional): Summit Down -slope shape: Convex Across -slope shape: Convex Parent material: Loess over loamy till Typical profile Ap,A2 - 0 to 11 inches: silt loam B&A - 11 to 16 inches: silt loam 2B21t-2B23t - 16 to 42 inches: clay loam 2C - 42 to 60 inches: loam Properties and qualities Slope: 2 to 6 percent Depth to restrictive feature: More than 80 inches Drainage class: Moderately well drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.14 to 0.57 in/hr) Depth to water table: About 30 inches Frequency of flooding: None Frequency of ponding: None Available water supply, 0 to 60 inches: High (about 9.0 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2e Hydrologic Soil Group: C Ecological site: F090AY016WI -Loamy Upland FnraOp cuitnhility grnnfr Mnd AWC. adequately drained (G10SXYOOSWI) U� Natural Resources Web Soil Survey 12/512022 �� Conservation Service National Cooperative Soil Survey Page t or 2 Map Unit Description: Vlasaty silt loam. 2 to 6 percent slopes —St. Croix County Wisconsin Other vegetative classification: Mod AWC, adequately drained (G 105XY005W I ) Hydric soil rating: No Data Source Information Soil Survey Area: St. Croix County, Wisconsin Survey Area Data: Version 18, Sep 6, 2022 Natural Resources Web Soil Survey 12/52022 Conservation Service National Cooperative Soil Survey Page 2 of 2 55 \% �<z/ .¥ .. 6 .. . .a © ° » ^� .. ' 3. . �� :. a§d> � <\. . . £ LET -� "T0P06 RA?")C AAA? WISCONSIN X - SI TC Raver Falls East 8 16 o 21 129 V._ 28 18 15 13- — ,ZONE A NV t y . 22 23 24 19 8 17 ZONE X f29 t r 35—, ,.,- 36- �. 31 _32 X < i N lcwc - 0 ZOoo 400o 6000s DtSCLAMER: This map u not puaranised to be eorausa, correct. wrm etleasb oorOkWoni drawnWo1 the user. 9 10 N 16 "%-czro 15 21 22 27 -2003-40-Wl 563A-01 36 022-2004-70-twil 574A C�.. - -,22-2004-W-00 m - -- -- - - _J 247 w 31 024.109-30-00t)