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Home My WebLink About040-1000-70-100 (2)y G CC�COMCD �srt—ao IIII IIII LV � Wis. Dept. of Safety and Prof sional 4W.. Q 7 2022 SO EVAL /► Page t of 2 Division of Safety and Buildin s x70 7 �e� St. blrebcxedem"with S 385, Wis. Adm. Code !/ r� Community Develo m nt. County St Croix Attach complete site plan o es in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parco I.D. q percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 1. Q - OOo- 7D - o Please print all information. Re w by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).' Property Owner Property Location Kurt and Elizabeth Christensen SE NE 1 28 19 GovL Lot 114 1 /4 S T N R E (or) W Property Owner's Mailing Address Lot # r ck # Subd. Na101 E Second St X?na n✓i CSM City State Zip Code Phone Number F ity Village �own Nearest Road Riceville Iowa 50466 ( 612-717-5161 TroyTower Rd New Construction UseE] Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement 0 Public or commercial - Describe: na Parent material silty sediment over silty clay Flood Plain elevation if applicable ZO na ft. General comments M d Design, system elevation 100.80ft based on contour line elevation 99.30ft. Minimum 18 inches of ASTM and recommendations: �T r i 33 mound sand. L040) an �t+��. Boring � :. , .. ir�ii��7i%�f�i►►Yrr,�"Yid"11LLt"L'�►iH7iG��1R►�1f.1'��•� 99.30 t �nt�!�f�'/�"i� l� rl Pit Ground surface elev. ft. Depth to limiting factor Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots = i oun mppicauan Kale GPD/ft 2 ff#1 ff#2 I 0-6 10yr3/1 none sil 2msbk mfr cs 2e .6 .8 2 6-18 10yr4/4 none sil 2msbk mfr aw if .6 .8 3 18-24 7.5yr4/4 c2d7.5yr5/6 sc/sl om na cs na j .0 ,0 4 24-36 6 l0yb gley c2d7.5yr5/6 cl om na na na .0 .0 U Boring # Q Boring 99.30 Pit Ground surface elev. ft. 22 Depth to limiting factor in. Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots = gun rip nc:auon Kale GPD/ft 2 ff#1 = ft#2 1 0-8 10yr3/1 none sil 2msbk mfr es lc .6 .g 2 8-22 10yr4/4 none sil 2msbk mfr es if .6 .8 3 22-40 7.5yr4/4 t2d7.5yr5/6 sUls om na ns na .2 .6 — .w _ —V MWL- 61lu 100 -JV � -1 Qu mgiL ' Enluent #Z = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) nature CST Number David J Steel 248956 Address Date Evaluation Conducted Telephone Number 1699 150th St New Richmond, WI 54017 5/28/2022 715-760-0347 SBD-8330 (RI1/11) r Kurt and Elizabeth Christensen Property Owner Parcel ID # Page M Boring # Boring 97.10 25 ■ pit Ground surface elev_ ft. Depth to limiting factor in. 1 2 Of Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots v GPD/ft 2 ff#1 * ff#2 1 0-6 IOyr3/1 none sil 2msbk mfr cs if .6 8 2 6-14 1Oyr4/4 none sil 2msbk mfr gw 1vf .6 .8 3 14-25 7.5yr4/4 none sicl 2msbk mfr gw na .4 .6 4 25-39 7.5yr4/4 c2d 7.5yr5/6 sl om na gw na .2 .6 5 39- 6 1 Oyrg gley c2d 7.5yr5/6 cl om na na na .0 .0 F Boring # El Boring apit Ground surface elev. ft. Depth to limiting factor in. Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots * v GPD/ft` 2 ff#1 ff#2 F-1 Boring Boring # Ground surface elev. ft Depth to limitinHg factor in. Pit Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots * r•• GPD/ft 2 ff#1 * ff#2 * Effluent #1 = BOD s > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD 5 < 30 mg/L and TSS < 30 mg/L The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, contact the department at 608-266-3151 or TTY through Relay. SEID-8330Test (R 1 1 / 1 1) < '* i STEEL'S SOIL SERVICE 3of3 David J. Steel Kurt and Elizabeth Christiansen 101 E Second St. CST-POWTSM SE1/4,NE1/4,S 1,T28N,R19W Riceville, Iowa Lic. #248956 Town of Troy, St. Croix Co. 50466 715-760-0347 CSM , lot 4 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. 0 I Legend 1"=4W ♦ = Benchmark Ele. 100.00 ft Top of 3/4" PVC Pipe • = Alt Benchmark f 100.20 ft Top of 2 " PVC Pipe = Borings Boring Elevations B1= 99.30ft B2 = 99.30 ft B3 = 97.10 ft B4 = 0.00 ft /-' � -7. t o-;� � 3 0'` n ?ti OF O NA-