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Home My WebLink About018-1058-40-100,Vat Wisco sin Depa Vsional Services B06HRH947FNXG Divisi n of Indust V/itn#�LJJW q SOIL EVALUATION REPORT MAY 17 In accordance with SPS 385, Wis. Adm. Code County Attach com fete site St. Croix p ��YeGQUiikTlfian 8 112 x 11 inches in size. Plan must include, but not limited VO"NR*� Dint (BM), direction and percent slope, Parcel I. scale or dimensions, north arrow, and location an distance to nearest road. Please print all information. Revie by Page 1 of 4 4 - Ref #24I05�-7410- 00 Property Owner Property Location / 6*' LiJon & Wendy Wynveen - Paul Huftel buyer Govt. Lot NW % NE '% S 26 T 2 R 17 E (or) W Property Owner's Mailing Address Lot# Block# Sub 261(olom 1961 Hwy 12 1 na Proposed CSM 1077(00 City State Zip Code Phone Number ❑ City ❑ Village own crest Road Baldwin WI 54002 I 1 I Hammond 1200'" St. ® New Construction Use: ❑ Residential/Numberof bedrooms 3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or commercial — Describe: Parent material Glacial Till Flood Plan elevation if applicable na ft. General comments and recommendations: Site suitable for mound POWTS with Interprative Determination approval. to be 103.76 at 30" above 101.25' contour. 5i#. 't Ami IBoring # ❑ Boring ® Pit Ground surface elev. 101 45 ft. ;ended infiltrative surface elev. 5 ab 7 Z413S 53cr Depth to limiting factor 10" in. Rnil Annlir�finn Rafe Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftx 'Eff#1 'Eff#2 1 0-9 10yr3/2 none sicl 21gr mvfr cw 1vr,f 0.4 0.6 2 9-10 10y4/4 none sicl 1fsbk mfr cw 1v,f 0.2 0.3 3 10-15 10y4/6 f1f7.5yr4/6 sic] lfsbk mfr cw 1vf,f 0.2 0.3 4 15-20 10y4/6 c2d5yr416 sic] 1msbk mfr cw lvf 0.2 0.3 5 20-33 10y5/2 mld5yr4/6 cl 2msbk mfi lvf 0.4 0.6 Boring # ❑ Boring ® Pit Ground surface elev. 99_77 ft. Depth to limiting factor 11" in. Snil Annlirafinn Rafe Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fly 'Eff#1 'Eff#2 1 0-8 10yr3/3 none sic] lfgr mvfr cs 2vf,f,m 0.4 0.6 2 8-11 10yr4/4 none sicl 2%bk mfr gw 1vf,f 0.4 0.6 3 11-15 10yr4/4 f2d 7.5yr5/8 sicl 1msbk mfr cw 1vf,f 0.2 0.3 4 15-24 10yr5/2 c2d 7.5yr5/8 scl 2fabk mfi 1vf 0.4 0.6 CST Name (Please Print) Signature CST Number James K. Thompson 30021 Address Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020-5413 March 31, 2017 (715) 248-7767 QOL -Oaau (Ruff! 10/ :1 31 I Bofln{J # ❑ Boring ® Pit Ground surface elev. 99_82 ft. Depth to limiting factor 9" in. Soil ADDlication Rate Horizon Depth In. Dominant Color Munsell Redox Description Cu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fe `Eff#1 'Eff#2 1 0-8 10yr32 none SO 2fgr mvfr cs 2vf,f,m 04 0.6 2 8-9 10yr4/4 none sicl lmsbk mfr cw tvf,f,m 0.2 0.3 3 9-15 10yr4/4 f1f7.5yr4/4 SO lmsbk mfr gw 1vf,f 0.2 0.3 4 15-19 1Oyr4/6 c3p 5yr4/6 sicl 1 msbk mfr cw 1 of 02 0.3 5 19-28 10y5/2 m3p5yr4/6 scl 2fabk mfi 1vf 0.4 0.6 4❑ Boring # ❑ Boring ® Pit Ground surface elev. 101.42 ft. Depth to limiting factor 11" in. Snil Annlirn inn Rntw Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fe 'Eft#1 'Eft#2 1 0-9 10yr3/3 none sicl 2fgr mvfr cs 2vf,f,m 0.4 0.6 2 9-11 10yr4/4 none8 sicl lfsbk mfr gw 1vf,fm 0.2 0.3 3 11-15 10yr4/6 c3p7.5yr5/8 sicl 1msbk mfi cw- 0.2 0.3 4 15-26 10yr5/2 m2p 7.5yr5/8 cl 2mabk mfi 1vf 0.4 0.6 5❑ Boring # ❑ Boring ® Pit Ground surface elev. 100.14 ft. Depth to limiting factor 13" in. Soil ADDlication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fe 'Eff#1 'Eft#2 1 0-10 10yr3/2 none sicl 2fgr mvfr cs 1vf,f,m 0.4 0.6 2 10-13 10yr3/2 none sicl lfsbk mvfr cw 1vf,f 0.2 0.3 3 13-17 10yr4/4 clf7.5yr5/8 sicl tfsbk mfr gw 1Vf,f 0.2 0.3 4 17-29 10yr4/6 mid7.5yr4/6 sicl 1msbk mfr 1vf 0.2 0.3 ' Effluent #1 = BOD, > 30 <_ 220 mg/L and TSS > 30 _< 150 mg/L ' Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 30 5 150 mg/L .q Borirg # ❑ Boring Spit Ground surface elev. 100.24 ft. Depth to limiting factor 8" <A+0" in. Soil Application 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 0-8 10yr3/2 none sicl 2fgr mvfr cs 1vf,fm 0.6 0.8 2 8-10 10yr3/2 f1d 7.5yr4/6 sicl 2fgr mfr cw 1vf,f 0.6 0.8 3 10-16 10yr4/4 cld 7.5yr4/6 sicl 1fsbk mfr cw 1vf 0.2 0.3 4 16-28 10yr5/2 m2p7.5yr5/8 sic! 1msbk mfr 0.2 0.3 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fly 'EfT#1 'Eff#2 0.6 ❑ Boring # ElBoring ❑ Pit Ground surface elev. ft. Depth to limiting factor_ in. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fe 'Eff#1 'Eff#2 " Effluent #1 = BOD, > 30 s 220 mg/L and TSS > 30 <_ 150 mg/L ' Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30 <_ 150 mg/L ■ Soil 6. Ex,7filiy 9, o f etC V a fon&I,a*,lcy Coin ✓scr� /96/Woy. /z tia/dwm, uJ/. 5-y0o1 P�loas-c-dcs,y, IfwYy.ue- ; T.294., ,e./7kl, 56. Croix Co., voi poi' 7J/ ScJ • f/o od, C.P,�pe. X ss a-meol e Af., = /00. cc,' crack ad/or. 64 6/e Co/r6-o/%�r�, graah �r iiuila�^5 YIOJ a� DIVISION OF INDUSTRY SERVICES 10541 N RANCH RD HAYWARD WI 54843-6462 Contact Through Relay hftp://dsps.wi.govlprog ramslindustry-services www.wisconsin.gov Scott Walker, Governor Laura Guti€rrez, Secretary May 20, 2017 CUST ID No. 30021 JAMES K THOMPSON ACE SOIL & SITE EVALUATIONS 340 PAULSEN LAKE LN OSCEOLA WI 54020-5413 CONDITIONAL APPROVAL SITE: Jon & Wendy Wynveen Hwy 12 Town of Hammond St Croix County NW1/4, NEIA, S26, T29N, R17W RECEIVED JUN 0 6 Z017 ST,CROV COUNTY ;OMMUNiTY DEVELOPMENT ATTN: POW7S Building Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016-7708 Identification Numbers Transaction ID No. 2938539 Site ID No. 837571 Please refer to both identification numbers, above, in all correspondence with the agency. FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 1703778 The following conditions shall be met: • Approval is hereby granted to use a limiting depth to zone of saturation of 8 inches, as determined in the Interpretive Determination Report by James Thompson, CST, dated April 24, 2017. The CST's report was submitted in accordance with section SPS 385.60(2), Wis. Adm. Code. All soil absorption components shall be in accordance with chapter SPS 383, Wis. Adm. Code. • Soil conditions at this site require a linear loading rate not to exceed 6.0 gal./lin.ft./day and a basal loading rate not to exceed 0.6 gal./sq.ft./day. • Soil permeability could be impaired by compaction in the tested area; therefore, the proposed system area must be protected front'Oft - compaction prior to system installation; it is very important that site preparation and plowing be performed wkeu a soil is ff sufficiently dry. f OF SA Appi • This approval is limited to the tested area described by James Thompson, CST, as part of this referenced Interpretivepi4j4 AND P report may not be applied to any other portion of the subject parcel or to other parcels. OF 1NC Reminders The decision on the Interpretive Determination Report does not have an expiration date. • The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes an Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01 c0 Wisconsin Statutes, is responsible for compliance with all code requirements. p( • 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. Sincerely Fee Required $ 240.00 Fee Received $ 200 0.0 Balance Due $ 0.00 Edwin A Taylor %-� Wastewater Specialist , Division of Ind stry Services (715)634-3484 , Monday - Friday 8:00 am To 4:30 pm edwin.taylor@wisconsin.gov Interprative Determination Report Project Name: Wynveen Intertative Soil Determination Report Owners Name: Jon & Wendy Wynveen Owner's address: 1961 Swy 12, Baldwin, WI 54002 Site address: 19xx Hwy. 12, Baldwin, WI 54002 Project Location: Subdivision: Lot 1 of Propoosed CSM Legal Description: NW%NEY.., Sec. 26, T.29N., R.17W., Town of Hammond, St. Croix Co., Wl. Parcel ID #: From pcl 4018-1058-40-000 Page 1 Introduction, Project information & Geomorphology Page 2 Local Hydrollogy & Field observations Page 3 Supporting Data Page 4 Aerial photo of subject property Page 5 Topograhic map Page 6 USDA SCS Soil Series Map 0 ED Page 7 USDA SCS Soil Series Description �OFESSIOly Page 8 National Weather Service Average Annual Precipitation ftfRY SE SERALVI Attachments: Soil Evaluation Report Mater Plum r Re tricted Service: James K. Thompson, DSPS Credential #30021 Signature: S— Date: adg-�Z,2 c� : 0/J Page 1 of 8 Design pursuant to In -Ground Soil Absorption Component Manual for POWTS, version 2.0 SBD-10705-P (N 01/01) A+0" Interpretive Determination Report Jon & Wendy Wynveen Property Introduction A Soil & Site Evaluation of this property was completed by James K. Thompson, Dep't. of Safety & Professional Services Credential 430021 on March 31 ", 2017 . The purpose to determine the suitability of the site to accommodate an Onsite Wastewater Treatment System (POWTS) to serve a proposed residence to be located on the property. The proposed parcel will contain approximately') acres being removed from an existing 40 acre agricultural parcel. The results of the evaluation indicated that soil suitability is uniform throughout the site, with suitable depths of soil ranging from 9" - 13" (A+I" to A+311). An onsite soils verification was not deemed necessary and completed by Ryan Yarrington, St. Croix Co. Land Use Specialist. Project information: The proposed mound site is located in the northwest corner of the NW'/ANE'/<, Sec26, T.29N. R.17W., Tn. of Hammond, St. Croix County, Wl., lying approximately 170' south of the center line of U.S. Hwy 12 and 500' east of the west property line of the 40 acre parcel. The site has been in agricultural production for several years. Methods Soil color, texture, consistence, and Redoximorphic features have been evaluated and recorded on the attached Soil & Site Evaluation Report in accordance with Chapter SPS 385.60(2), W isc. Administrative Code. The initial field investigation of the site included evaluation of 9 soil pits. One -foot contour intervals were determined within and surrounding the proposed system location by collecting rod and transit elevations at all soil pits and at 10' grid intervals throughout the proposed system area. Additional elevations and horizontal measurements were taken as needed to identify landscape position and determine separation distances from dominant landscape forms. Local Geology St. Croix County is underlain by Prairie du Chien limestone and St. Peter sandstone, which is overlain with glacial till, forming the principal soil parent material. A search of Department of Natural Resources Well Drilling Reports filed for wells constructed within the geographic region indicated soil depths of48% 61' overlying sand stone and Dolomitic limestone. Static ground water aquifer levels were found at 1401- 205' below grade. Geomoroholo Parent Material: the U.S.G.S. Soil Survey Manual maps the site as Vlasaty and Skyberg silt loam. The parent material of this site is consistent with Vlasaty silt loam, consisting of silty sediment over brownish clay loam glacial till. Vlasaty soils are moderately well drained and are located on gently sloping sites on knolls of ground moraines. Landscape position: The tested area is positioned on the shoulder slope of a glacial ground moraine at a nominal Mean Sea Level (MSL) elevation of 1146'. The moraine extends gradually upslope to the south - southeast to a nominal elevation of 1156' MSL. The proposed system contour lies approximately 10' in elevation below a uniform, complex summit slope located 400' south east of the site. The moraine extends downslope from the tested area in a north - northwesterly direction approximately 1600' to a toe slope having a nominal elevation of 1120' MSL. Slope and Aspect: The contour within and adjacent to the proposed system area is linear convex, with a slope shape that is convex along the vertical contour and along the linear horizontal contour. The ground slope is consistent at 4% with a northwest aspect of 330°. Local Hvdroloev: Surface Water Drainage: Surface water drainage is uniform throughout the proposed system footprint and the surrounding area within 150' of the system area. The simple linear convex slope throughout the tested area disperses surface water flow away from the proposed system area. Subsurface Water Drainage: The A and B horizons consist of moderately structured silt loam providing good infiltration potential. When combined with the uniform 4% slope across the proposed system area, this site should provide good lateral subsurface water flow. Soil Saturation: Soil pits were evaluated throughout this property during the month of November, 2015. Soil pits were evaluated to depths ranging from 29" — 41" with redoximorphic concentrations observed from 9" — 13". Saturated flows were not encountered in soil pits during the evaluation. Field Observations: Soil Morphology; The soils within the proposed system area were found to be consistent with the Vlasaty mapping unit as shown in the U.S.G.S. Soil Survey of St. Croix County, Wisconsin. Moderately structured silt loams were observed ranging to a depth of 8" — 10" with weakly structured silty clays below ranging from 8" — 33". Redoximorphic Features: Redoximorphic features were not observed within the A horizon of any of the soil profiles, with all profiles displaying redoximorphic features at greater than or equal to A+0". No evidence of prolonged saturation was observed within the upper 6" of the A horizon. Redoximorphic concentrations were observed as Fe oxide concentrations within the upper portion of the B horizon and throughout the C horizon. Redoximorphic depletions were observed within the lower portion of the B horizon and throughout the C horizon. Hvdric Soils: The soils at this site do not meet the necessary criteria to be categorized as hydric soils. Government Reports: Ed Taylor, Wisconsin Department of Safety & Professional Services Wastewater Specialist, was consulted by phone in May of 2016, and conveyed a belief that an onsite verification was not necessary. Ryan Yarrington, St. Croix Co. Land Use Specialist completed an onsite verification on March 31, 2017. Conclusions and Recommendations: Conclusion: No redoximorphic features were observed within the A horizon of any of the evaluated soil profiles, and indicate that the highest level of saturation is found at greater than 6" below surface elevation. The lack of hydric soils indicate that the site is likely saturated for less than 5% of the growing season. This, coupled with the lack of redoximorphic depletions in the upper horizons and the strong matrix colors displayed throughout the soil profiles, indicate limited saturation within these soils. The redoximorphic features observed are likely a result of short-term seasonal saturation. The moderately structured silt loam soils in the A horizon will accommodate the infiltration and dispersal of applied wastewater from the POWTS and will allow treated effluent to be assimilated into the subsurface soils. The simple linear convex slope will accommodate uniform dispersal of both naturally occurring surface water and applied wastewater away from the site. Seasonally saturated conditions do not occur within the upper 9" of the soil profile as evidenced by the lack of redoximorphic features. The site has a minimum of 6" of unsaturated in situ soil for treatment and dispersal of treated wastewater effluent and is therefore suitable for a mound POWTS as allowed by SPS 383.44(3)(b)1. Recommendations: 1.) The mound dispersal cell should be constructed on the 101.25' contour in a convex linear shape as indicated on the Soil & Site Evaluation Report. The dispersal cell should be designed and installed using as much of the available contour length as possible - approximately 112.5'. 2.) Thirty inches (30") of ASTM-C33 sand fill shall be placed beneath the upper edge of the dispersal cell. 3.) The linear loading rate for application of septic tank effluent should be 4.0 gpd/linear ft. or less and the basal area application rate should not exceed 0.20 gpd/sq. ft. 4.) The mound shall be constructed to divert surface water around and away from the mound. A surface water diversion trench should be constructed at approximately 10' wide extending between 10' — 20' upslope of the mound site. Additional fill should also be added directly upslope of the upper toe of the mound and tapered into the diversion trench and graded to direct surface water around and away from the mound area. 5.) The mound shall be constructed in accordance with Dep't. of Commerce regulations and recommendations including the removal of all vegetation from the site prior to site preparation. 6.) The site should be chisel plowed to a minimum depth of 16". Final authority for approval of a POWTS mound on this site lies with the appropriate regulatory authorities, the Wisconsin Dep't of Safety & Professional Services and the St. Croix County Zoning Dep't. This report and its observations, recommendations and conclusions are the professional opinion of James K. Thompson, Dep't of Safety & Professional Services Credential 430021. References: Soil Survey of St. Croix County, Wisconsin. July 1978. United States Department of Agricultural Soil Conservation Service in cooperation with Research Division of the College of Agriculture and Life Sciences University of Wisconsin. Department of Safety & Professional Services Chapters SPS 383 and 385, Wisconsin Administrative Code,. Field Indicators of Hydric Soils in the United States. 1996. G.W. Hurt, Whited, P.M., and Pringle, R.F. United States Department of Agricultural, Natural Resources Conservation Service, Fort Worth Texas. Hydric Soil List for St. Croix County, Wisconsin. United States Department of Agricultural, Natural Resources Conservation Service. ftp://ftp,sc.sc.egov.usda.gov/wi/soil/hyd/hydl09htm Field Book for Describing and Sampling Soils, Version 2.0. 2002. Schoeneberger, P.J., Wysocki, D., Benham, E.C., and Broderson, W.D. (editors) 2002. Natural Resources Conservation Service, National Soil Survey Center, Lincoln, NE. U.S. Geological Survey. Topographic Map download, httu://www.terraserver.microsoft.com Wisconsin Department of Natural Resources. Well Construction Reports. http://t)rodmtexOO.dnr.state.wi.us Ground Water Resources and Geology of St. Croix County, Wisconsin. 1976. Barman, R.G. & Trotta, L.C. 6.... .. � • Y" <I � a QyM �� D ; r � • � p . N 4 �M by^k Ys k Nxt rjr wm ^F(e��Y x �� .� �.MJry Ysulk�'tx�-s .o .. -.i+'• :'F < s a, :2 m^R ypy4,vxwp �, ��e t r �• R Y .(a'F.m "Hli ye..: .Me s1•..: ...w✓.....-�.:++`L�Ml,. .m^K Y �C rku alli. a 1 a� f Ys x LA, s j 'ke vk ,rNYnb o-k +st ��`�. �+l.ar�d6..xx.J4 ...x a..y� n.e 6u 4 k a" e,• r It r•Mt s mars A +k ^• 4 1�. RN7`i�4 vM Ruw. - —`• y,. y a ; J �� w tyi -�� 1•��Ar b` 58 SOIL SURVEY flood waters. This sediment has been deposied too recently for distinct horizons to form. Native vegeta- tion was mostly wetland grasses and sedges; some shrubs, such as alder and willow; and a few scattered trees such as elm. These soils have a seasonal high water table at a depth of 2 to 5 feet. Included with Udifluvents in mapping are small areas of Fluvaquents, Fluvaquents, wet, and Saprists and Aquents, and Gotham, Hubbard, and Seelyeville soils. Runoff is slow, and the hazard of erosion is slight. Available water capacity is low, and permeability is variable but is mostly rapid. Natural fertility and the organic matter content of the surface layer are low. Most areas of these soils are flooded frequently for brief periods, especially in spring. Fresh sandy sedi- ment is deposited during each flood. Some places are dissected by streams, sloughs, and old stream channels. Streambank erosion is a hazard in some places. Most areas of these soils are in trees and brush. A few areas are cultivated. These soils are suited to wild- life habitat. Capability unit VIIs-9; woodland group 3s1. Vlasaty Series The Vlasaty series consists of gently sloping and sloping, moderately well drained soils on low ridges and knolls of ground moraines. These soils formed in silty sediment and in the underlying clay loam till. Native vegetation was mainly sugar maple, red oak, and white pine. The lower part of the subsoil is saturated with water for long periods during the year. In a representative profile the surface layer is very dark grayish brown silt loam about 8 inches thick. The subsurface layer is about 3 inches of pale brown silt loam. The subsoil is about 31 inches thick. In the upper part it is dark yellowish brown, friable, heavy silt loam, and in the lower part it is brown and dark grayish brown, very firm, mottled clay loam. The substratum, to a depth of 60 inches, is olive brown, very firm, mottled, clay loam. Available water capacity is high, and permeability is moderately slow. Natural fertility is high. The organic matter content of the surface layer is moderate. Tillage is delayed for relatively long periods in spring and after heavy rain. Most areas of this soil are cultivated. The soils are used to grow corn, oats, and alfalfa. Representative profile of Vlasaty silt loam, 2 to 6 percent slopes, in a cultivated area, 200 yards east and 75 yards north of center of SEI/4, sec. 23, T. 28 N., R. 16 W.: Ap-0 to 8 inches; very dark grayish brown (10YR 3/2) silt loam, light brownish gray (10YR 6/2) dry; weak fine subangular blocky structure parting to weak fine granular; friable; common roots; neutral; abrupt smooth boundary. A2-8 to 11 inches; pale brown (10YR 6/3) silt loam; moderate medium and thick platy structure; very friable; common roots; medium acid; abrupt irregular boundary. B&A-11 to 16 inches; dark yellowish brown (10YR 4/4) heavy silt loam (132t) ; mod- erate medium subangular blocky struc- ture; friable; interfingerings and a few tongues of pale brown (10YR 6/3) silt loam (A2) ; friable; very strongly acid; common roots; clear wavy boundary. IIB21t-16 to 25 inches; brown (10YR 5/3) clay loam; few fine distinct yellowish brown (10YR 5/6) and faint grayish brown (10YR 5/2) mottles; moderate medium subangular blocky structure; very firm; few thin pale brown (10YR 6/3) silt and fine sand coatings on ped faces; common thin dark brown (10YR 3/3) clay films on faces of peds; cobbly and gravelly band; common roots; very strongly acid; clear wavy boundary. IIB22t-25 to 30 inches; dark grayish brown (10YR 4/2) clay loam; common medium prominent yellowish brown (10YR 5/6) mottles; moderate medium subangular band; common roots; very strongly acid; blocky structure; very firm; thick nearly continuous dark brown (10YR 3/3) clay films on faces of peds; about 5 percent coarse fragments by volume; few roots; very strongly acid; clear wavy boundary. II1323t-30 to 42 inches; brown (10YR 5/3) clay loam; many coarse prominent yellowish brown (10YR 5/6) and few fine distinct dark grayish brown (10YR 4/2) mottles; moderate coarse medium prismatic struc- ture parting to moderate coarse sub - angular blocky; very firm; about 5 percent coarse fragments by volume; very strongly acid; few roots; clear wavy boundary. IIC-42 to 60 inches; olive brown (2.5Y 4/4) clay loam; many medium and coarse prominent yellowish brown (10YR 5/6) grayish brown (10YR 5/2) and light brownish =t gray (10YR 6/2) mottles; massive; very firm; about 5 percent coarse fragments by volume; moderately alkaline. The solum ranges from 40 to 50 inches in thickness. The silty mantle is 12 to 24 inches thick. The Ap hori- 3 zon is very dark grayish brown or dark grayish brown and 6 to 10 inches thick. The B horizon is clay loam or heavy loam. Thin, gravelly and cobbly bands or stone lines are commonly in the B horizon. The C horizon is heavy loam or clay loam. The B and C horizons are 0 to 5 percent coarse fragments. The B horizon is strongly acid to very strongly acid, and the C horizon is mildly alkaline to moderately alkaline. Vlasaty soils are near Clyde and Skyberg soils: They are better drained than the somewhat poorly drained Skyberg soils. They have a thinner, lighter colored A horizon and are better drained than the poorly drained Clyde soils. VaB—Vlasaty silt loam, 2 to 6 percent slopes. This soil is on low ridges of ground moraines. Most areas are oblong or irregular in shape and range from 5 to 100 acres in size. This soil has the profile described as representative of the series. Included with this soil in mapping are some areas PP ' 7aFd' Y11.f, eat.ktn N E MKE 34.76" EAU 30.98" IMT 31.66" ` o , � MSN 34A8" AUW 32.41" DBG 36.29" GRB 29.52" RHI 31.40" DLH 30.96" ..✓` _' LSE 33.06" PKF " i MAX: 38.08" Dodgeville (Iowa Co.) szOs 3`ds MIN 28.32 Washington Island (Door (o.) 3aa it ,..�., 33.56 OR W4 . 31,4 r 31 1 • .9 q '32 31 373133A8 ' 7 • 3t 4 3 . ,5 3241 3125 3 . a :3 7e ua 3:43 3533074 3 3 s . 334 " 33Z4 32 "• 3, 77 �} Amount (Inches) 13Zz 1,3!d 13 a 28 33 -29 29 01 30 30 01 -31 1 31-01 - 32 32 01 -33 3301 -34 34 01 - 35 73 - 35 01 - 36 3693 -3601-37 36.14 -3701 -38 DSU msoo~ by SW HaM+! - 38 01 - 39 Vap prods by Ashi swat 1 Wisconsin Department of Safety and Professional Services Divlsion of Industry Services SOIL EVALUATION REPORT In accordance with SPS 385. VMS. Adm. Code County Attach complete site plan on paper not less than 8 1l2 x 11 inches in size. Plan must include, St. Croix but not limited to: vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. 018-1058-40-000 Please print all information. Reviewed by Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m Page 1 of 4 Ref#2471 Date Property Owner Property Location ❑ Jon & Wendy Wynveen - Paul Huftel buyer Govt. Lot NW % NE % S 26 T 29 N R 17 E (or) W Property Owners Mailing Address Lot # Block # Subd. Name or CSM# 1961 H 12 1 na Proposed CSM City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road Baldwin WI 54002 ) Hammond 2001" St. ® New Construction Use: ❑ Residential/Numberofbedrooms 3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or commercial — Describe: Parenj material Glacial Till Flood Plan elevation if applicable na ft. General comments and recommendations: Site suitable for mound POWTS with Interprative Determination approval. Recommended infiltrative surface elev. to be 103.75' at 30" above 101.25' contour. 1❑ Boring # El Boring ® Pit Ground surface elev. 101.45 ft. Depth to limiting factor 10" in. 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 10yr3/2 none Sid 2fgr mvfr cw lvf,f 0.4 0.6 2 9-10 10y4/4 none Sid 1fsbk mfr cw 1v.f 0.2 0.3 3 10-15 10y4/6 f1f 7.5yr4/6 Sid lfsbk mfr cw lvf,f 0.2 0.3 4 15-20 10y4/6 c2d5yr4/6 sic] tmsbk mfr ow tvf 0.2 0.3 5 20-33 10y5/2 ml d 5yr 4/6 cl 2msbk mfi 1 of 04 06 Boring # ❑ Boring ® Pit Ground surface elev. 99_77 ft. Depth to limiting factor 11" in. e_:: n__r__. _ I - 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 0-8 10yr3/3 none Sid 1fgr mvfr oe 2vf,f,m 0.4 0.6 2 6-11 10yr414 none aid 2fsbk mfr gw 1vf,f 0.4 0.6 3 11-15 10yr4/4 f2d 7.5yr5/8 Sid 1msbk mfr cw 1vf,f 0.2 0.3 4 15-24 10yr5/2 c2d 7.5yr5/8 scl 2fabk mfi 1vf 0.4 0.6 CST Name (Please Print) Sign ure CST Number James K. Thompson 30021 Address Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020-5413 March 31. 2017 (715) 248-7767 0OU-0aJU (KU4110) 37 Boring # ❑ Boring ® Pit Ground surface elev 99_82 ft. Depth to limiting factor 9" in. Soil Anolication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Gl iz 'Eif#1 •Eff#2 1 0-8 10yr32 none Sid 2fgr mvfr cs 2vf,f,m 04 0.6 2 8-9 10yr4/4 none sicl tmsbk mB ON 1vf,f,m 0.2 0.3 3 9-15 10yr4/4 f1f7.5yr4/4 sicl 1msbk mfr gw 1vf,f 0.2 0.3 4 15-19 10yr4/6 c3p 5yr4/6 sic[ 1msbk mfr cw lvf 02 0.3 5 19-28 111 m3p 5yr4/6 scl 2fabk mfi 1vf 0.4 0.6 41 Boring # ❑ Boring ® Pit Ground surface elev. 101.42 fL Depth to limiting factor 11" in. Anil Annlinatinn Pnta Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/FP 'Eff#1 •Eff#2 1 0-9 10yr313 none sicl 2fgr ni cs 2vf,f,m 0.4 0.6 2 9-11 10yr4/4 none8 sicl lfsbk mfr gw 1vf,fm 0.2 0.3 3 11-15 10yr4/6 c3p 7.5yr5/8 sicl lmsbk mfi cw- 0.2 0.3 4 15-26 10yr5/2 m2p 7.5yr5/8 cl 2mabk mfi 1vf 0.4 0.6 ❑ Boring # ❑ Boring ® Pit Ground surface elev. 100.14 ft. Depth to limiting factor 13" in. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPO/FP •Eff#1 •Eff#2 1 0-10 10yr3/2 none sicl 2fgr mvfr cs lvf,f,m 0.4 0.6 2 10.13 1Oyr3/2 none sicl 1fsbk mvfr cw 1vf,f 0.2 0.3 3 13-17 111 Of7.5yr5/8 sicl tfsbk mfr gw 1vf,f 0.2 0.3 4 17-29 10yr4/6 m1d 7.5yr4/6 sicl 1msbk mfr 1vf 0.2 0.3 • 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 Bo i, 6 Bo.ring # ®P tang Ground surface elev 100.24 ft Depth to limiting factor 8" <A+0' in Horizon _ Depth In. Dominant Color Munsell Redox Description 1 Texture Qu. Az Cont. Color Structure Gr. Sz. Sh. --T-- Consistence ! Boundary Roots — GPD,FC__ 'Eff#1 _ •Eff#2_� 1 C-8 10yr3/2 none sicl 2fgr mvfr cis ivf,fm 0.6 0.8 2 8-10 10yr3/2 f1d 7.5yr4/6 sicl 2fgr mfr cw 1vf,f 0.6 — 0,8 3 10-16 10yr4/4 old 7.5yl sicl lfsbk mfr cw 1vf 0.2 03 4 16-28 10yr5/2 m2p 7.5yr5/8 sic] lmsbk mfr 02 03 - ( Boring # j ❑ Boring ❑ Pit Ground surface elev. ft Depth to limiting factor — in. Horizon t— Depth In --- Dominant Color Munsell --- Redox Description Texture Qu Az Cont Color Structure Gr. Sz Sh. Consistence Boundary Roots ---'-- GPD Ft` Eff#1 Eff#2 --- '---- �-7 Boring # I ❑ Boring ❑ Prt Ground surface elev. ft Depth to limiting factor __ in Horizon Depth In Dominant Color Munsell Redox Description Qu Az. Cant Color Texture Structure Gr, Sz. Sh. Consistence Boundary Roots GPD�FI' •Eff#1 _ Erf'#2 i i Effluent #1 = BCD, > 30 s 220 mg/L and TSS > 30 <- 150 mglL • Effluent #2 = BOO, > 30 <- 220 mg/L and TSS > 30 5 150 mg/L Soi/ a✓a/,<aEo��j� V a Vie f6n�L<.�rlcjWyi/✓tcy Pre/0. �/alwin,�.JL SYDat U V T29/l.,.P./rw, Tir.c�'f/w.,.nend, �O Ss.(24-0ilC'oyVJ fie% +f�ivntl 0/8 -/oS8 s/o- CM : 7�,,o of -YY Ste. VO A/,Ce. Asskmce/e%✓, x1M.co., C/adc a-E/or• 6, 6 /t • Ca/r6-o//,•na�ryry �racH F I c_�oodAcl 5 4tA� bA/6 ar 6 j� COUNTY O Inspector: _ Parcel ID N ST. CROIX COUNTY WISCONSIN ZONING OFFICE ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016-7710 (715) 386-4680 FAX (715) 386-4686 Page of CATION FORM Date: b�7 roperty0wer Propertyl-ocation GM. Lot 114 114 S 2(o T N R E (or) W PropertyGwner's Mailing Address �� / Lot # BlockA Srbd. Name or CSIM city State Lp Code Phane umber ( ) ❑ CAy Ytllage own Nearest Road ❑ NewConstruclon Use:❑ ResidentiallNumbarofbedmams..--.._.-_-- Code derived design flow raze_._ ----_-----_GPI ❑Replacement ❑ Public or commercial - Describe:................._.. --.-------...—..------ Parent material _---_ — ---__ Road Plain elevaion If applicable --_ ---- — General comments and recommendations: Being# ❑ Being % ❑ Pit Ground surface elev. _----_ft. Depth to IimilNgfactor_—! �— in. Conditions: Soil Survey description: Notes: 1! 4� FEE: St Croix County, WI • { Legend o r��:.,'�•� is ,{�., ,R ?'iv 3. Tax Parcels Towns _ 12 ..,.�. ,..._... Chas g Vile as Sections ❑ St Croix Co Other Counties Lakes and Rivers Rivers and Streams Interstates US Highways State Highways "j, County Highways Local Roads Rustic Roads Ramps Road Right of Way Railroads Conveyance Division W ROC 12 in (2015) (Color) ■iW m EW U I■ aw. anw_o N 0 100 200 300ft DISCLAIMER: This map is not guaranteed to be accurate, correct, current, a complete and conclusions drawn are the responsibility of the user. o.m orroIS oN c>. vrn