The URL can be used to link to this page

Home My WebLink About040-1322-13-000 �Visconsin SOIL EVALUATION REPORT #1983 Department of Commerce in accordance with Comm 85,Wis.Adm.Code Page 1 of 3 Division of Safety and Buildings Steel's Soil Service Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must County St. Croix 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. Parcel I.D. Q 7 Z�'3��d Please print all information. Revi ed By Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Date 7 0 1, Property Owner (DECEIVED Property Location Tom And Renee Patnode Govt.Lot na NW1/t SE1/4, S19,T28N, R19W Property Owner's Mailing Addres Lot# Block# Subd.Name or CSM# 225 Cty Rd F OCT 12 2006 13 na Troy Overlook City ate Zip Code Phonne�elINumbe ❑ City ❑Village ❑ Town Nearest Road Hudson I ��OWO"C5�15-531-05 5 Troy I Cty Rd F New Construction Use: Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD ❑Replacement ❑ Public or commercial-Describe: na Parent material Limestone uplands covered by glacial till Flood plain elevation,if applicable na ft. General comments Mound design, system elevation 101.08ft based on contour line elevation 100.00ft. Minimuum 13 inches and recommendations: of ASTM33 mound sand. 117 Boring# ❑ Boring Pit Ground surface elev. 100.00 ft. Depth to limiting factor 23 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 `Eff#2 1 0-7 10yr3/1 none sil 2msbk dfr cs ivf .6 .8 2 7-23 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 23-31 10yr7/8 none ::racturecl Sandstone na cs na .2 .6 4 31- 10yr7/2 c2d 7.5yr5/6 ;andston( Residuum na na na .0 .0 2 ❑ g Borin # ❑ Boring ❑ Pit Ground surface elev. 100.00 ft. Depth to limiting factor 50 �in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 1 0-8 10yr3/1 none sil 2msbk mfr cs 2c .6 .8 2 8-24 10yr4/4 none sil 2msbk mfr cs if .6 .8 3 24-43 7.5yr4/4 none sicl 2msbk na cs na .4 .6 4 43-50 7.5yr4/4 none sl/Is om na na na .2 .6 *Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L "Effluent#2=BOD5<.30 mg/L and TSS S.30 mg/L CST Name(Please Print) �natu. � CST Number David J."Steel 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 994 200th St.Baldwin,WI 54002 10/3/2006 715-760-0347 SBD-8330(R.07/00) Property Owner Tom And Renee Patnode Parcel ID# pending Page 2 of 3 3] Boring# ❑ Boring ❑ Pit Ground surface elev. 96.30 ft. Depth to limiting factor 39 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-8 10yr3/1 none sil 2msbk mfr cs 2c .6 .8 2 8-24 10yr4/4 none sil 2msbk mfr gw if .6 .8 3 24-39 7.5yr4/4 none Sid 2msbk mfr gw na .4 .6 4 39- 10yr8/2 none andston residumm na na na .0 .0 F-1 Boring# L] Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 F-1 Boring# ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2 *Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<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 need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330(R.07/00) Steel's Soil Service STEEL'S SOIL SERVICE 3 of 3 David J. Steel T to Tom & Renee Patnode 99 4 200 St. CST-POWTSM NW1/4,SE1/4,S19,T28N,R19W Baldwin, WI 54002 Lie. #248956 Town of Troy,St Croix Co. Direct 715-760-0347 Troy Overlook, Lot 13 Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown,as permanent lot lines were not established at the time the soil test was conducted. Legend N 1"=40' =Benchmark Ele. 100.00 ft Top of 3/4"pvc pipe • =Alt Benchmark Ele. 100.00 ft Top of 3/4"pvc pipe Ir ❑ =Borings Boring Elevations ` 131 = 100.00 ft B2= 100.00 ft 1� B3 = 96.35 ft B4= 0.00 ft 7' 2 Wr z0 ICED: AGRI ULTURAL s 892'18 NORTH LINE OF THE NW 4 OF THE SE 4 185 54' � v � w N 00'47'3$" E X2.41' -- , W � 614.19' EABLE iT T rl it - _ o '�� I L�jT 1' r tS \ I LOT 13 tih• CA OD r .k i — € 222.94_ wo 6,\ _ 2 .3 \ \ LOT �,. L_ _ — r w- -_ ti \ � ., LOT � co ^ � I rn *" \[� 1 lo) Im LOT 10 \ ,5. N I LOT 11_ � o z I r 67- �� '144- -- i r 188.80- 0 79.04' 4�1 ,� sb'� --------- ----- - o-- ,�- , - �, ;�* / ,'� �fig EAST 267.84' x'•02• EABM — - 3 93 EAST 267.84 ,-2 :.� r Yv 85.71, O 162.95' 19 1 T a • • \ z z 126 .6 J / Ito ow iI Imo/ to � 2 _ ;> OD ONSERVAUO _ ,E E 7ilp -7 -- -