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Home My WebLink About008-1083-90-070 I • ( ' . '' i �� SST-Zozi- ASS t DEC 07 2021 ' Wisconsin Depswnen;of . :roe S•IL EVALUATION EPORT Page_of wono`Safety anc Build' -.s St. c•,. C- ,-. Comm ut r4 aeadda►Re teeth^• .m E5 Ms lam Code Attach complete site plan a paper not less than E 1 2 x" inches in size.Plan-test I County r �4�1)4\ ) include.but not limitec tc verbca and honzonta.referent point'SM1 direction anc ' Panda !D _ /� /�� 1 percent slope,scale or dimensions,nortr arrow,anc locator and distance tc nearest road. i �� O() 1U t�2j'�._ Please print all information. R/eVt4�/1ye/d by Date Parson wtamauor,vo-.prwme mat be via:for seconsn p ae(Pman Lan.i 1£.04 r+;(mi`. P71/D, i /f] �f�-�i JJ�w,t. '-1{ .Wy" !If Properly Owner i Property Lo�ctaiwr L i 1 //2G« C'4e /� - 1143 •.;4 SZ? TZ N R/aE( Property Owners Haling Add ess // Lot# lock# Subd. Name orV 1 75L0 DJ-, P//'+ ' cQJ /ii 2. - -Cr", f State COOS Number ❑Vilage �J Nearest >o ,2Z ; /7Y�', rct �r1 1 2367 sk GOnstruc ion Use,estoentia;Number of bedrooms_ 2 Code derived design.flow rate 6'JL.) GPO O Replecerrxent �^ Public or -tr a as-Describe �.--- -- Parent matenel ' V Flood Plan elevation tearable Gen / and era nments 4wwaaans: t� �,�h t 5 �� i.o. r C aS '1''w Pr- System Type/MI/ r 4 Ail t , System. Elevation rer4+rade l I Botirp# Borvtg L Rpit Ground surface elev C� ( + R. Depth 13c limiting factor / in. Soil Appicata"Rare Horizon Depth Dominant Color Redox Description Texture ' Structure Consistence Boundary! Roots GPO in. Mi nsel Qu.Sz Cart Color Gr.Sz Sh. *VW 'ERk2 1 o-13 jOyr3/L. 4 / Yt % zi- 's -- • ' ' ' • 3 /1-3o /,f/V /277Z `0 5c-/ --At. - "24 /vIel 14A ,vi,. ,may° e?.... BoringO Boeing # i,a�pit Ground surface elev�• C i�--� ft Depth to limiting factor /y n. Soil Rae Horizon Dept, Dorrnws Color Redox Description Texture Structure Consistence Boundary Roots GPD/t! in. Mtnsel Qu.Sz. Cont.Color Gr.Sz Sh. 'EO#1 'Ett#2 I :WI- <i7 rr7& C r- ) • ( 4 ' 3 /Y-i o /Or,//t l Z c4I ,�/ ,„.._ ,z ,Ni 11 ,& a NN P,Ail lc! I •EMuert#1■BOD.>30<220 moil and TSS>30<150 mg/L '3FAfuertt#2=BCD.<3:mgiL and TSS<3C moil CST Name(Please Print) Sign CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1432 120th St, New Richmond, WI 54017 /2 - 5- 2,/ 715-246-4516 • Property Owner_ Parcel ID# Page of Boring# .(❑7� Boring my pit Ground surface elev. /9 / ft. Depth to limiting factor /eh in. 1 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. MunseU Qu.Sz. Cont Color Gr.Sz.Sh. •Eff#1 'Effft2 .� 1630 7p-s7,-/ t� �� s - � / -. -- • , ivi..4 t✓r° _ Boring# ❑ Boring ❑ pit Ground surface elev. tt. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDRF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Efftt1 'Eff#2 g# 0 Boring Bori ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon "With Dominant Color Redox Desaipbon- Texture Structure Consistence Boundary Roots GPOIfr in. Mtnseil Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 'EfI#2 •Effluent#1 =BOOS>30<220 mg/L and TSS>30<150 mg/L •Effluent#2=BOD1<30 mg/L and TSS<30 mg/L The Department of Cottunerce 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 TfY 608-264-8777. SB0-111M(1L6O01 • • • Property Owner Parcel ID# Page of 3 ❑ Bong Boring!f �-7� 9 I_pit Ground surface elev. ` / ft. Depth to limiting factor / th in. Sod Application Rate_ Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ff in. Munsell Ou.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 •E1f#2 O-9 /U Sly • /2 ,,�,r— m C, � � , 4-30 7tS r// 7z�� 5 -Y�� s�,/ - -- .�A N/t4 wig t Boring# El ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDRf in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 Boring# ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon 'Depth Dominant Color Redox Desaiption. Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. 'Eff#1 'Ef#2 Effluent#1 =BODE>30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BODE<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. SSD-uNl(R.6A01 Soil Test Plot Plan Project Name Elena Dagner Shau j' rd Address 17520 Old Principal Rd 4 HeyworthII61745 M #226900 Lot South Subdivision Date 12/6/21 NE 1/4 SE 1/4S 29 T 28 N/R16 W Township Eau Galle ❑ Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of wood post System Elevation TBD *HRpSame as Benchmark Scale = 1 /4" = 10' A 230th St. 300' 89.5' ■ B-2 6% Slope Area of A+0 soils. This area the soil '0' structure changes to a weak to massive sicl. It is recommend to keep the system upslope as much as possible. ■ 10' 30' 4 94 B-3 91.5' 40' Proposed Lot line South 40 Acre line 91.5' '.M.B� SOIL TEST LOCATION :ECENEn JAN p 3 2022 CERTIFIED SURVEY MAP f� QUARTERf�`V1• mmunity Croix PART OF THE NORTHEAST OF THE egg '' SOUTHEAST QUARTER OF SECTION 29, 1 �' Csm -ada�_o t ..,:i� 4 TOWNSHIP 28 NORTH, RANGE 16 WEST, TOWN " 0 East 1/4 Corner OF EAU GALLE, ST. CROIX COUNTY, WISCONSIN. -- Section 29-28-16 LOT 1, CSM (,18 Survey Mark Nail DRAFTED BY: 18/4786 AIN Joel A. Brandt - o 0.16' JB Surveying LLC N8917'30"E If Glenwood City, WI fence NJ ' 450.88' 33.00 S LOT1 216,259 sq.ft. N it p co 0 4.965 acres o m o .. N I Incl. r—o—w m N mO A j - N - N a sq.ft. r�; cn UNPL� D a 4.609 4.609 acres o —-- - u , excl. r-o-w LANDS N O 1 so lk. N (N f N86'53'43-W o Lot 1 is zoned AG-1, Agricultural 465.03' m to District, which has zoning density 431.97' '" cn limitations for future development. i 33.p6' w Please contact the Community ` ,� w Development Department for more 1 LOT 2 v e6 A information. .uA+ A 216,265 sq.ft. AA - 4.965 ocres V V a UNPLATTED CO Incl. r—o—w J ( 03 cn COLANDS ,259 sq.ft. c --- 200 n'. 4.604 acres PREPARED FOR: lo, excl. r-o-w Elena D. Dagner �;; satltest 17520 Old Principal Rd South Line A. a1o.64' 33.OSI Heyworth, IL 61745 of NE/SE- - ' Nw/sw ..443.70 1 Sw UNPLATTED N86'53'43"W I in /sw Lo AN J DS to -. iN LOT 1, CSM Each parcel on this map is subject to State and County •o l0 22/5306 laws, rules and regulations(i.e. wetlands, minimum lot . 1. ' size, access to parcels, density limitations, etc.). Before 7 V purchasing or developing any parcel, contact the Community Development Department and Town Board Southeast Corner for advice. Section 29-28-16 I SCALE: 1" = 200' Survey Mark Nail 'W ';'"- e ��--� 'i go 0' 200' 400' LEGEND North is referenced to the 0 Found Government Corner Completion Date East Line of the Southeast o Set 1" x 18" Iron Rebar December 2021 Quarter of Section 13-28-16, weighing 2.67 lbs./foot which bears Soo°22'30'E • Found 3/4" Iron Rebar (St. Croix County Grid System) (0.00') Recorded Data Sheet 1 of 2 Sheets