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Home My WebLink About034-1021-20-110 cs-r-a011 - is3 Wisconsin rep SOIL EVALUATION REPORT Pais I of 3 • DivisionIf dings In accordance with Comm 65,Wis.Ad m.`ode OS q ll o f/fj !T1/G 4 Attac k silt plan on paper tat less Wan g'/, 't City St. Croix P ,� 110 ' t�a "`n` ' 7X7Q50KVKRsions,nonQ6W , Parcel I.D. D 034-1021-20401 ,,�r Date GROG ip Please print all informationb f�1 Perfg you providemay be used for secondary purposes(Privacy Law,S. 15.04(I)(m)) Rcvie h Jk44 I 6 Z z Z. Pn><K�' Property Location f`jI(t / I Gary& Sheri Rott Govt.Lot NW v, NE v. s 10 T 29 N R 15 w Ploperty Owner's Mailing Address Lot 4 Block it Subd.Name or CSMH 1090 Rustic Rd. 3 ( — CSM VOL 28 P . ( 39O City State lip Code Phone 0 City 0 Village ®Town Nearest Road Glenwood City WI 54013 715-450-1071 Springfield 110th Ave 10 New Construction Use: ®Residential/Number of Bedrooms ? Code derived design flow rate _ GPI) 0 Replacement 0 Public or commercial—Describe: Parent Material Loess over Till Flood Plain elevation if applicable N/A ft. General comments and recommendations: The platy structure observed in borings I,2,and 3 breaks to blocky structure when disturbed. I recommend placing four inches of sand over the absorption area and slowly chisel plowing to a minimum depth of 17 inches below surface to break up the platy structure and allow for greater infiltration. I recommend a soil application rate of 0.4 GPD/R=. OBoring I Boring# ®Pit Ground Surface Elevation 100.0 ft. Depth to Limiting factor 25 in. $oil Aoolication Rate Horizon Depth Dominant Color] Redox Description 1 Texture Structure Consistence Boundary Roots GPD/U= i . , n-1__- Qu. Sz Cont. Color Gr.Sz.Sh,_ 'Ent 'ENV 1 0-4 10YR3/3 - SIL 3-m-gr mfr cs 3m 0.6 0.8 2 4-9 10YR3/3 - _ _ SIL 1-m-bk __m_fr_ cs 3m 0.4 0.6 3 9-17 10YR4/4 - SIL 2-m-pl mfr J gs 1m 0.0 0.2 4 17-25 7.4YR4/4 - SIL 1-co-bk mfr gs 1m 0.4 0.6 5 25-30 7.5YR4/4 5YR4/6 f-1-d SIL 1-co-bk mfr gs 1m 0.4 0.6 6 30-50+ 10YR5/6 - SI 0-m mfr - - 0.0 0.0 ❑ Boring 2 Boring# ®Pit Ground Surface Elevation 99.3 ft. Depth to Limiting factor 18 in. Soil Aoolication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPQM2 in. Munsell Qu.Sz.Cont.Color _ - Gr.Sz.Sh. 'Eff#I 'VW 1 0-5 10YR3/3 - SIL 2-f-gr mfr cs 2m 0.6 0.8 2 5-10 10YR3/3 - SIL 2-f-pl mfr cs 2m 0.0 0.2 3 10-18 10YR4/4 - SIL 2-m-bk mfr gs im 0.6 0.8 4 18-33 10YR4/6 5YR4/4 c-2-d SIL 2-m-bk mfr cs - 0.6 0.8 5 33+ 10YR4/6 - SI 0-m mfr - - 0.0 0.0 ,_ -i_ - -- --------L_.------------- -- ------�- ------- -----'- •Effluent it I=BODs>30<220 mg/L and TSS>30<150 mg/L •Effluent 112=BODs<—30 mg/L and TSS S 30 mg/L CST Name(Please Print) Si CST Number Mark Iverson ---)�// - 46672 Address ( Date Evaluation Conducted Telephone Number P.O. Box 155 Hammond, WI 54015 July 20,2017 715-796-5664 Property Owner Gary& Sheri Rott Parcel ID# 034-1021-20-101 Page_2__of _ 0 Boring 3 Boring# ®pit Ground Surface Elevation 99.0 ft. Depth to Limiting factor 17 in. Soil Aodication Rate 'Horizon Depth Dominant i_ccar Redox Description Texturer Structure Consistence rBoundary Roots GPD/ft2 in. Munse Qu.Sz_Cont.Color Gr.Sz.Sh. •EIM1 *EfM2 1 . 0-10 10YR3 - SIL 2-m-bk mfr cs 3m 0.6 0.8 2 10-17 10YR4 - SIL 2-m-pl mfr gs 1m 0.0 0.2 3 17-27 10YR45Yi OYkc-2-p SIL 2-m-bk mfr gs 1f 0.6 0.8 4 27-45 7.5YR - SIL 1-co-bk mfr gs if 0.4 0.6 5 45+ 10YR5/6 - SI 0-m mfr - 1f 0.0 0.0 4 0 Boring Boring# ®pit Ground Surface Elevation 100.1 ft. Depth to Limiting factor 18 in. — — — — — — Soil ftpliceWri Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/It2 in. Munsell _ QU,Sz.Cont.Color Gr.Sz.Sh. *E1M1 i 'Eff82 1 0-9 10YR3/3 - SIL 2-m-bk mfr cs 3m 0.6 0.8 2 9-18 10YR4/4 - SIL 2-m-bk mfr gs__ 1f 0.6 0.8 3 18-24+ 10YR4/4 5YR4/6 c-2-p SIL 2-m-bk mfr - 1f 0.6 0.8 ___. 0 Boring 5 Boring# ®Pit Ground Surface Elevation ft. Depth to Limiting factor in. Horizon Depth Dominant Color Redox 7 T Description I Texture Structure Consistence Boundary Roots I'm in. Munsell Gu.Sz.Cont.Color 1 Gr.Sz.Sh. �E�1 I 111 --- ---------- ------- ---------- --- L_ t---1- - 1 — —L -- __I . — -!_ — 1- I •Emuent NI-BODs>30<-220 mg/L and TSS>30<_150 mg/L •Effluent 02=BOD,<30 mg/L and TSS<_30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or Nccd material in an alternate format,please contact the department at 608-266.3151 or TTY 608-264-8777. • Page 3 of 3 M Oft. 24 ft. 40 ft. 80 ft. el 110th Ave. west property line 165'west of BM#1 BM#1 -Top of 1/2"PVC Pipe% Property Line BM#2-Top of 3/4"PVC Piped`, 103.9' 99.7' 7 oO• B-4100.1% 100.4' • 99. 100' 99.5'-- 99, B-3) B-1 100.0' • = Ground Surface Elevation BM#8 Description B 1 Elevation 1 = Bench Mark = Boring Location & Elevation Owner: Gary and Sheri Rott Site Information: Completed By: Mark Iverson 1090 Rustic Rd. #3 NW1/4, NE1/4, S10, T29N, R15W 617 Cty. Rd. J Glenwood City, WI 54013 Town of Sprinffield Roberts, WI 54015 St. Croix County 715-684-9125 Phone: 715-450-1071 CST#46672 . c Cs+n-p1-7-041 RECEIVED AUO 07 L' LRjGIi\. • s-c.CRO D LOP Astir ;OM►AUN1T'f ' CERTIFIED SURVEY MAP t/ PART OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 29 NORTH, RANGE 15 WEST, TOWN OF SPRINGFIELD• ST CROIX COUNTY, WISCONSIN. UNPLATTED North 1/4 Corner LANDS Northeast Corner Section 10-29-15 Section 10-29-15 1 L Lot— h Avenue 3/4" Iron Rebar 1 2583.25' 2" Iron Pipe - — — .. , -w — — p 6,e' — — - 1878.25' i _ '•# .rp L _ _ - _ - A.44. 589'S0'-26 E r 0 589'50'26'E f705.10' dwy z 120' • o • u o e °• soil > p tests n g N LOT 1 UNP�LA1 S� S- y 670,853 sq.ft. UNPLATTED ——— 15.401 acres LANDS 00 A inci. r-o-w ,o u = g N 647,586 sq.ft. 14.867 acres N excl. r-o-w PREPARED FOR: -o o Gary & Sheri Rott Z 1 1090 Rustic Rd 3 -?1� N oz8j, Glenwood City, WI .1 01 4c. South 1/4 Corner Map of Survey 'N7J 23B'`` 0 Section 10-29-15 8/30/2015 w 2" Iron Pipe DRAFTED BY Joel A Brandt Each parcel on this map is subject to State and County JB SURVEYING LLC laws, rules and regulationsli.e. wetlands, minimum lot size, access to parcels, etc.). Before purchasing or developing any parcel, contact the St Croix County r'4k`..C�NS/ Zoning Office and Town Board for advice. ,, * ... 07 *', szew XSCALE 1" = 250' `•«FHwoco cm i _ A ,�, 4 ,;% 0' 250' 500' • VI i�?�• a LEGEND ((��, 1:\\��I y O...__.Found Government Corner D% North is referenced to the o Set 3/4" x 18" Iron Rebar North Line of the Northeast weighing 1502 lbs per lineal foot Quarter of Section 10-29-15. • Found 3/4" Iron Rebar which bears S89`50'26"E Sheet 1 of 2 Sheets (St. Croix County Grid System)