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Home My WebLink About014-1007-20-000 (2) Wisrhrsin Department of Safety + l� 1� I „ %� s T'o�U 1 9 — �d and Professional Services Divisionoil __..__ _/�. R _ .,,r '\i/ J SQIL E RI �e 1 of N(1 S 2��-in :... .ante with SPS 383,Wis. Adm. Code - pRO County ST.CROIX Attach .. . : site on paper not less : 1/2 x 11 inches in size.Plan must include.but . united lo:vertical and tal eterence point(BM).direction and Paml I.D. 014- 1007-20-000 percent ..: scale odin tipnk :nd location and distance to nearest road. Comm ity Dee of : p nt all Information. Reviewed bby' Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15 04(11(m)). 52e 4-'j'1' o��iNC A- �y}�to. Property Owner Property Location (/ " KEVIN&BRETT D.CATTS Govt.Lot-- NW 1/4 NE 1/4 S 04 T 31 N R 15 Property Owner's Mailing Address Lot# Block# Su bd. Name or CSM# 2468 C.T.H. II -- — — City State Zp Code Phone Number [pity ❑Vdlage [JTovm Nearest Road DEER PARK 1 WI 1 54007 1 ( 6)2) 369-08)6 FOREST 1 POLK/ST.CROIX ROAD El New Construction LJsa[] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD D Replacement Public or commercial-Describe: Parent material sandy loam till Flood Plain elevation if applicable NA ft. General comments and recommendations: INTERPRETIVE DETERMINATION REPORT REQUIRED AS NO A t4 SOIL CONDITIONS EXIST. MOUND SYTEM--2.50 FT. SAND FILL—GEOMAT SYSTEM—TO BE APPROVED BY THE STATE OF WISCONSIN. PROPERTY ADDRESS: 2873 POLK/ST.CROIX ROAD Boring 1 Boring# D Q Pit Ground surface elev. 101.80 ft. Depth to limiting factor 6 in. Soil Appicabon Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/IF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eft/11 -Eff#2 1 0-6 10YR3/2 — sit 2fa&sbk ds as 2vf-co 0.6 0.8 2 6-16 10YR5/3 mId7.5YR4!6 sit ds I fpl cs I vf-co 0.4c 0.6 3 16-30 5YR3/4 c2d 5YR5!6 Si 1 fabk mfr as — 0.4 0.7 4 30-36 5YR3/4 m2p5YR5/11 Si 0m mfi — — 0.2 0.6 horizon 4 we and saturated,some gr 2 Baring# ❑ B°6119 I 0 ❑' Pit Ground surface elev. — ft. Depth b limiting factor in. Soil Application Rate Horizon Depth Dominant Color Radar Description Texture Structure Consistence Boundary Roots GPO/fF in. Munsell Qu.Si. Cont.Color Gr.Sz.Sh. 'ER#1 'Ert#2 1 0-10 10YR3/2 — sil 2fa&shk ds as Ivf--m 0.6 0.8 2 10-14 I0YR5/3 mid73YR4/6 sit Ifpl ds cs Ivf-f 0.4c 0.6 3 14-24 5YR3/4 c2d 5YR5/6 sl 1 fabk mfr — — 0.4 0.7 •Effluent#1 .BOOS>30<220 mg/L and TSS>30<150 CST Name(Please Prig) mgrL 'E t#2=BODs<30 nglL and TSS<30 rttg/L CST Weber MARY JO IIUPPERT(Hollister's Soil Testing&Design) 7,970 ` 224832 Address Date Evalua Conducted Telephone Number 28497 King Arthur's Court,Danbury,WI 54830 08- 15& 10-06,2019 715-426-1775 SBD-8330(R07/I 1) Property OwnerCATTS,Kevin Parcel ID# 014- 1007-20-000 2 4 0 Page of 3 Boring# � 100.50 6 ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Rados Description Texture Structure Consistence Boundary Roots GPDRt' in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Ef#f1 'Eff#2 I 0-6 10YR2/2 — sil 2fgr mvfr — — 0.6 0.8 2 6-9 I0YR5/3 mid 10YR4/6&10YR6/1 sil Ifsbk mvfr — — 0.4c 0.6 4 BO1i g# H Bourg 98.60 Pit Ground surface elev. ft. Depth to kiting factor 6 n. Soil Appkation Horizon Depth Dominant Color RedoxRate Description Texture Structure Consistence Boundary Roots GPDRF in. Munsel Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 1 0-6 I0YR2/2 -- sil 2fgr mvfr -- — 0.6 0.8 2 6-8 10YR5/3 m1d10YR4/6RIQYR6/1 sil Ifsbk mvfr — — 0.4c 0.6 Bori Boring# Pit g Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/U' in. Munsell Qu.Sz. Cant Color Gr.Sz.Sh. 'Eff#1 'Eff#2 'Effluent#1 =BOO,>30<220 mg,t and TSS>30<150 mg/L 'Effluent#2=BODs<30 mg/ .and TSS<30 ng1L Stl04 110 rx07 1 In i i ' M Cr Plot Plan Page 3 of 1 PROPERTY OWNER: KEV1A/ 64- l r S , a, 1" == 40 FT. (except where noted) Legal Description: NW / N OF 'Mc NE A, .5g'.. oy, T31 n/, R /6 , d = backhoe pit Tula! oF- R,RESTI sr. CPO Ix coµnrTY, W kscon)s, J. a = hvr,d boil Zg7s FOLK or• CRo,X R0,4h 0Hi-/007-240-0LYJ ,L}GR E's North It4 ejL Pow S.crravt -upp,Lj' , 1 11 ) _ . %2... �Q 1 ClItereissb som srrE J e (pow =Ie.w) 1oi,QD' O13` ( DODS \, tto-0 p{Q 151„.iI' IaO' iN50E C� KE tN GRO V 11D 00 \\ • \ \ Site location: i i, LK - Sr.c ao. rzp f - "Y 5,7E�X a `'� \ Q v. Soy �\` ` �� { N 1 -) Z7p-rh ,4ve. -A oI W ON 1.'44 !LIofA • j<' - C'74773 i Zigg40, Z 8,7g P /s-reRox p D. 7awNofGo, T I 57. cfolx COUNT/ 1 Polk oi---_P K"�' SkiNI fR:11X rJ lilt• . �. t .. •- v._ �� 1 ,,� "�.. •. c i d O t L I QC 7-50-000 ' r -.. - 01 4-1 007-2 0-000 I . - ` 4JL. .. ; ,, rI I r '. ) } ter\[ 1 I . h 4.1 .„!.. , ' , ': .1 ' 1., i . \ it `l � ' i ( 1 Elm 0 ` c. c a . ' 'hi:` • • DISCLAIM •ER: fkt y -P v, 1 K •' -- I Nit , - Shelby Emerson From: Seely, Corissa E <Corissa.E.Seely@xcelenergy.com> Sent: Wednesday, November 6, 2019 3:03 PM To: Sarah Borrell; Shelby Emerson Subject: FW: Xcel Energy Pine Lake Substation foundation work Attachments: NH-19620.pdf; NH-281406.pdf; NH-19626.pdf; Permitting Request Foundation Layout.pdf Follow Up Flag: Follow up Flag Status: Flagged Hi Sarah and Shelby, Could you please look over my e-mail below and let me know if St. Croix County will need any permitting? I check with the Town of Baldwin and they stated nothing is needed from them. Thank you, Corissa Seely Xcel Energy I Responsible By Nature Siting& Land Rights Agent 1414 W. Hamilton Ave., P.O. Box 8, Eau Claire, WI 54702 P: 715.737.4097 C: 218-428-7482 F: 715.737.2480 E: corissa.E.seely@xcelenergy.com From: Seely, Corissa E Sent: Wednesday, October 30, 2019 10:19 AM To: 'Sarah.Borrell@sccwi.gov' Subject: Xcel Energy Pine Lake Substation foundation work Good Morning Sarah, Xcel Energy will be conducting some work within the fence at the substation located 1206 230th Street, Baldwin WI. A summary of the work to be completed is listed below. I see the Town of Baldwin has jurisdiction over this parcel, but I also wanted to check to see if St. Croix county would require any permitting. I have also attached drawings with dimensions as well as an aerial google image depicting the additional foundations. Here is a summary of the civil work for this project: • Cutting the upper 2 feet off of two existing piers(C5 & F-1) shown on drawing NH-19620 • Installing a 2.5ft diameter pier(P1) for a new 115kV CCVT stand shown on drawing NH-19620 • Installing a new 24ft by 27ft firewall (F5)—detail shown on drawing NH-281406 Installing new breakers: • Installing one new 69kV breaker slab (S1) shown on drawing NH-19620 Reusing six existing breaker slab foundations (B-3 & F-3) shown on drawing NH-19620 Thank you, Corissa Seely Xcel Energy I Responsible By Nature 1 Siting& Land Rights Agent 1414 W.Hamilton Ave., P.O. Box 8, Eau Claire, WI 54702 P'. 715.737.4097 C: 218-428-7482 F: 715.737.2480 E: corissa.E.seelv@xcelenergy.com Corissa Seely Xcel Energy I Responsible By Nature Siting& Land Rights Agent 1414 W. Hamilton Ave., P.O. Box 8, Eau Claire, WI 54702 P: 715.737.4097 C: 218-428-7482 F: 715.737.2480 E: corissa.E.seely@xcelenergy.com 2 < 0ARi MI � DIVISION OF INDUSTRY SERVICES • �`�' --y 10541 N RANCH RD 3,i , . CantedI HAYWARD Wl 54543-6462 1 _ Through RelayI '= ,' httpl/daps.wi.gw/proprmhtdosbYi•rvices '�;.�� .•/ w w.wisconsin.pov Tory Evers-Governor Dsvwr Cr m-por•far_ October 24, 2019 CONDITIONAL APPROVAL SOILS SATURATION DETERMINATION MARY JO HUPPERT 28497 King Arthur's Court CONDITIONALLY Danbury WI 54830 APPROVED DEPT OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SITE: Kevin Catts et al 2873 Polk/St. Croix Road /ltn LP- St. Croix County (• t� Town of Forest SEE CO PONDENCE NW Y4- NE%-S4—T31N— R15W 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. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per 5.145.06, stats. 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 August 27, 2019. • The estimated highest level of prolonged soil saturation approved under this determination is 6 inches below grade. At least 30 inches of sand lift on top of 6 inches of unsaturated, in-situ soil is required for adequate treatment and dispersal. • The basal soil application rate for the mound shall be 0.6 gpd/sf, and the linear loading rate 4.0 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, CeC'P' R CeCe (Elizabeth) Rudnicki Wastewater Specialist/POWTS Plan Reviewer, Division of Industry Services (608)400-3186 elizabeth.rudnicki@wisconsin.gov INTERPRETIVE DETERMINATION REPORT CONDITIONALLY APPROVED Property Owner: DEPT OF DIVISIONAFEO AND PROFESSIONAL SERVICES INDUSTRY SERVICES Kevin Catts Brett Catts ClEet ck. 2468 C.T.H. H SEE COESPONDENCE Deer Park, WI 54007 Site Location: NW 'A of the NE ''A, Section 04, T31N, R15W Town of Forest St. Croix County Structure To Be Served: A proposed 4 bedroom dwelling Prepared by: Ma Jo uppert, ST #224832 Designer #1859-007 Date: /0—/5 7171/- HOLLISTER'S SOIL TESTING Et DESIGN 28497 King Arthur's Court Danbury, WI 54830 Phone: (715) 426-1775 Email: hollisterdesign@outlook.com 1g'6E : ib j,' . INTRODUCTION On August 15, 2019 a site and soil evaluation was started and it was determined that an Interpretive Determination Report was required as A+0 conditions where on this site. 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 Department of Safety and Professional Services (DSPS) regulations. The State will make an on-site and determination for a POWTS. II. PREPARATION OF REPORT This report is being prepared according to the standards set forth by DSPS 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 DSPS 385.40 and is attached as part of this report. B. Local Hydrology 1. Surface Water: no ponding appears to take place on the site based on the slope of the land and vegetation. The tested area is at the shoulder of the slope with a four percent slope. 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 higher clay content and a weaker structure which tends to hold more water due to the evidence of redoximorphic features at 6 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 silt loam. No water was observed in any of the pits. Two other backhoe pits were observed - one to the north in the plowed field that had redoximorphic features at 10 inches. The other pit was to the south approximately 150 feet which had redoximorphic features also at 10 inches. 4. Surface Water Elevations - this land area is located within the St. Croix River Basin which includes the Willow and South Fork Hay River with several smaller creeks. (St. Croix County Development 12, 1_: I6 of /b4 PAGE 2 - CATTS/TOWN OF FOREST Management Plan; Physical Features Analysis pg. 2-11.) The South Fork Hay River is located approximately four miles northeast and flows at a southwesterly direction. The attached topography map from the State of Wisconsin Geological and Natural History Survey shows the surrounding elevations. Another drainage area is approximately 1500 feet to the south and drains to the south. C. Geomorphology 1. Parent Material - The parent material is silty sediments/sandy loam till. 2. Landform Type - The proposed system will be in soils formed in silty material with underlying reddish sandy loam till. D. Landscape Position and Local Topography - The proposed system is located in the middle of the landscape and on the shoulder of the area. The shape of the slope is linear and convex to a minimum degree. The ground surface elevation is at 11 80' mean sea level with lower elevation all around the site to the southwest. See attached USGS Topographic Map. E. Soil Series and Mapping Units - The Soil Survey of St. Croix County has the area mapped as a Freeon Series. This soil tester encountered the conditions similar except mottles in the subsoil under the 10YR3/2 silt loam. The Series is moderately well-drained and water capacity is high. F. Field Observations - the proposed site has been wooded for many years. The soils identified were similar to the Freeon Series except redoximorphic features were under the A horizon estimating high ground water to be at 6 inches. G. Comparative Analysis - Soil Borings (B1, B3 and B4) were completed within the proposed area with two other pits observed. Alt pits were similar except B2 has a greater A horizon.. They all had low and high redoximorphic conditions under the A horizon varying from few to common and faint to distinctive. The prolonged saturation does occur at 6". There is no prolonged saturation for more than 7 consecutive days within the top 6". i.vt !i of !;o PAGE 3 -- CATTS/TOWN OF FOREST H. Government Reports and Comments - There is a new mound system to the east approximately 1500 feet. 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 of 4% and no surface ponding anywhere. No prolonged saturation occurs within the top 6" as evidenced by lack of the redoximorphic features. 1. The system shall be installed on the elevation of 99.35. 2. The sand fill shall be 2.5 ft. of ASTM C-33 code required material. 3. Plow depth should be the maximum required depth of 12 inches during dry soil conditions so there is no chance of soil smearing. 4. The system loading rate to be 0.4 GPD/ft2. 5. Construct the toe area of the mound system at a 1:4 ratio instead of the required 1:3 to increase absorption area. The State of Wisconsin, Department of Safety and Professional Services will review the site and report to make a final approval. Submitted by, Mary Jo Hollister Certified Soil Tester #224832 Designer #1859-007 Pry'. Ib of 144G REFERENCES: 1.) Martin, L. (1965). The Physical Geology of Wisconsin. University of Wisconsin Press. Madison, Wisconsin. 2.) Soils. Downloaded from University of Wisconsin Education Courses website. 3.) 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, Chapters 383 and 385. 5.) United States Geological Survey. Topographical and aerial maps downloaded from : http://terraserver.microsoft.com 6.) St. Croix County. St. Croix County Development Management Plan. Physical Features Analysis. Downloaded from http://co.st.croix.wi.us.com }% , r6dlbd . '<Eva c 30 SOIL SURVEY black ash. These soils have a seasonal high water table 1IB21t-18 to 23 inches; dark brown (7.5YR 4/4) at a depth of 0 to 1 foot. loam; common fine and medium distinct Included with these soils in mapping are small areas strong brown (7.5YR 5/6) mottles; mod- of Duelm, Haider, Orion, Rib, and Seelyeville soils and erate medium subangular blocky struc- Fluvaquents and Saprists and Aquents. ture; friable; common roots; uncoated Runoff is slow, and the hazard of erosion is slight. silt and fine sand grains on faces of peds; Available water capacity, permeability, and natural few thin patchy clay films;common roots; fertility are too variable to rate. The organic matter about 15 percent coarse fragments by content of the surface layer is moderate. Most areas volume; strongly acid; clear wavy bound- are flooded frequently, especially in spring. Fresh ary, alluvial sediment is deposited during each flood. Some IIB22t-23 to 29 inches; reddish brown (5YR 4/4) places are dissected by the streams, sloughs, and old loam; common medium distinct strong stream channels. Streambank erosion is a hazard in brown (7.5YR 5/6) mottles; moderate some places. medium subangular blocky structure; Most areas of these soils are in trees, brush, and firm; clean silt and fine sand coatings on marsh vegetation, and they are used for wildlife faces of peds; few thin patchy clay films; habitat. Where flooding is less frequent, a few small few roots; about 15 percent coarse frag- areas are p ultivated.Capability unit Vw-14; ments by volume; few black (10YR 2/1) group 4w2. concretions; strongly acid; clear wavy boundary. Freeon Series IIB3-29 to 34 inches; reddish brown (5YR 4/4) loam; common fine distinct strong brown The Freeon seri consists of gently sloping and (7.5YR 5/6) mottles and few fine prom- sloping, moderat well drained soils. These soils are inent grayish brown (10YR 5/2) mottles; on low ri d oot slopes of ground moraines. They weak coarse subangular blocky structure; in silty sediment and the underlying reddish firm; clean silt and fine sand coatings on sandy loam till. Native vegetation was mainly white faces of peds; few thin patchy clay films; pine, hard maple, and red oak. The lower part of the about 15 percent coarse fragments by subsoil is saturated with water for long periods during volume; few black (10YR 2/1) concre- the year. tions; strongly acid; gradual wavy In a representative profile the surface layer is about boundary. 8 inches of very dark grayish brown silt loam. The IIC-34 to 60 inches; yellowish red (5YR 4/6) subsurface layer is brown silt loam about 10 inches sandy loam; common fine and medium thick. The subsoil is about 16 inches thick. The upper distinct brown (10YR 5/3) and common part is dark brown, mottled, friable silt loam; the medium prominent grayish brown (10YR middle part is reddish brown, mottled, friable to firm 5/2) mottles; massive; firm; about 15 loam; and the lower part is reddish brown, mottled, percent coarse fragments by volume; firm loam. The substratum, to a depth of 60 inches, is strongly acid. yellowish red, mottled, firm sandy loam. The solum ranges from 24 to 40 inches in thickness. Available water capacity is high, and permeability The silty mantle is 15 to 30 inches thick. The Ap hori- is moderate. Natural fertility is medium. Tillage is zon is dark grayish brown or very dark grayish brown delayed for relatively long periods in spring and after and 6 to 9 inches thick. heavy rain. The Bt horizon is loam or heavy sandy loam in the Most areas of these soils are in corn, oats, and lower part. The IIC horizon is a sandy loam or light grasses. loam. The IIB and IIC horizons are 5 to 15 percent Representative profile of Freeon silt loam, 2 to 6 per- coarse fragments. The subsoil is strongly acid, and the cent slopes, in a cultivated area, 220 yards east and 100 substratum ranges from strongly acid to slightly acid. yards south of northwest corner of SW1 , sec. 82, T. Freeon soils are near Magnor and Santiago soils. 30 N., R. 16 W.: Freeon soils are not so well drained as Santiago soils Ap-0 to 8 inches; very dark grayish brown (10YR and have mottling in the B horizon which Santiago soils 6/2)3 silt loam, light ts brownish w i sh gray (IOYR lack. Freeon soils lack gray mottles in the upper part y' m of the Bt horizon which are characteristic of Magnor blocky structure; friable; common roots; soils and are better drained thanManor soils. slightly acid; clear smooth boundary. gn A2-8 to 11 inches; brown (10YR 5/3) silt loam; FnB—Freeon silt loam, 2 to 6 percent eloper. This moderate medium and thick platy struc- soil is on low ridges and foot slopes of ridges. Most ture;very friable;common roots;slightly areas are oblong and range from 10 to 80 acres in size. acid; clear wavy boundary. This soil has the profile described as representative of A&B-11 to 18 inches; brown (10YR 5/3) tongues the series. of silt loam (A2) ; moderate medium Included with this soil in mapping are a few areas of platy structure; dark brown (10YR Magnor and Santiago soils. Also included are a few 4/3) ; slightly heavier silt loam (B21t) ; areas of sandy loam and a few areas where slopes are moderate medium subangular blocky slightly less than 2 percent or more than 6 percent. structure;friable;common roots;slightly Runoff is slow, and the hazard of erosion is slight. acid; clear wavy boundary. Tillage is delayed because this soil remains saturated F�lao> '. I of 1 ivC. X' V/N C°.A7TS ` __- • Q', • A.� i ' ,Sr '1t• , •:a:it. vi Pt� , • "1225 .• • 7LM:i.lfa � 23 �_ .k - 4•04 y ix �• `•� , Wrifow R.v,' 1 v,• ...,� w.��.. � ty' -..�.- "'2q - 1 1 ....wh--- _4 • . . -....27 sift*: im 4 lirtin ..:11:'Itill. ....\ ,.... I M 1� ' I r v• f 9 C r: Ar 1111‘11. 'pi • lima ;ALAt f 111/06. r' al*..� rdilii ill 0 .ti lir �i i Countyr_LmsAv• ,M Iff -- N 0 1000 2000 30004t DISCLAIMER.This map M not Woamrlp��YWW aount end be aawrar.• m Sot the pon` lly of Mel a.wn.re Sr.ra ren //<EVInl C -r s u 2 1 i 6 5 4 3 0 ' 11 12 7 " 8 9 10 15 14 13 18 17 16 15 N 22 123 24 19 20 21 22 0 2000 4000 6000R DISCLAIMER nde alp Y not p.r.w d ro be =ure i teo ur reeponWAy am.r« �p eM mrluekrr erem onto /<N6V IA/ LAT 1_5 South Fork Willow River Topo Map in St. Croix County Wisconsin if. I. J s j ' b 121� i r i I/53 •`i : . POLK _ a _ 1181 " ' ST CROIX CO • . _ I 1 ' _ _ l L. %152 Y I i t L I lir , 1 — i r II- 11 1203 1 1 ntl 1141 1 ii00 jOGogle I r 200 m 8 Print this map Map provided by TopoZone.com ?AO-' /4, o' /4')