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HomeMy WebLinkAbout040-1310-00-010 (2) Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings a p /+�Adm. C Attach complete site plan on not I an 81/2 x 11 ncheslfil.t�A�aj�ED St.Croix include,but not limited tD:vertical tai reference mint(BM),direction and Pared I.D. °.^.e; 7F2 2 T FO"J n ncvicw uY vast Please print all irftrmatK ri. Personal information you provide may be used for secondary pu (P cY 7 7 ). fa/S Property Owner ZONIP(gpilft ocetion ■ DCCI Land Planners Inc Govt Lot NE 1/4 Se 1/4 S 17 T 28 N R 19 Property Owner's Mailing Address Lot# Block# Subd.Name or CSW 1505 HWY 65 10 Meadow Ridee Of Trov_ City State Zip Code Phone Number DCky Village ■ own Nearest Road New Richmond I WI 1 54017 1 ( I T40Y I East Cove Road 0 New Cation useE] Residential/Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD n Replacernent n Public or commercial-Describe: Parent malarial Loess over glacial till Flood Plain elevation if annlicable *r w ft. General con' and recommendations: *bore hole contains fill at surface ,��`r'` **with several continuous layers,I",sl,Om,5yr4/4 Ong U ' El Pit Ground surface elev. 919.69 ft. Depth to limiting factor 69 in. Soft Rate Horizon Depth Dominant Color Redox Description Texture Structure Conswteno Boundary Roots GPD/IF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. -Eff#1 •Efr#2 1 0-24 10yr3/2 is Osg dl as 2f .7 1.6 2 24-37 ln,,a/a - is Ose dl cw if .7 j 1.6 1 3 37-69 10yr4/4 c2d5yr5/8 sicl lmsbk dsh cw - .2 .3 4 69-88 10yr4/4 sicl Om dh - - .0 .0 I 2 Boring# Boring 915.85 >100 Pit Ground surface elev. ft. Depth to limiting factor in. Soil station Rate Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary_ Roots GPDff 1 in. J Mansell 1 r�,,. . Cont.Color 1 Gr.SZ.Sh- J 1 1 -Etlil a 1 0-21 10yr3/1 - sil* om dh cw - 0 .2 2 21-27 1 3/1 - sil lmsbk dsh cw - .6 3 27-42 10yr4/4 - sil lmsbk dsh cw - .4 .6 4 42-96 7.Sy;4/6 - s Osg di - - 7 1.6 I -Effluent#1=BOD_>30<220 ma/L and TSS>30<150 mg/L 'Effluent#2=SOD_<30 mall and TSS<30 mg& EST!flame.f Dk xe Phnfi Sianatsue c=BT - Thomas C Nelson �� 227387 Adder Date Evaluation Conducted Telephone Number 1432120th Street,New Richmond,W1 9/18/05 715-246-2454 State of Wisconsin RECEIVED Leroy 6. .IG,:�( i Department of Commerc INSPECTION Department of Commerce Safety&Buildings Divisio 2006 REPORT 13 E. Spruce Street Bureau of Field Operation OCT 2 3 Chippewa Falls, WI 54729 Inspection Date /715 726-2544 T.CROI K G UNTY GCS-<., Gip Personal inf ation you provide may be used for secondary purposes[Privacy Law,s.15.04(1)(m)). Name of Premises ddress or Legal Description n Cityffownship County I)tant+�J RIgg� - or- T2a� N - � - I-)- ZU- /,FtAj "j 2c . C fZo(X Master Plumber Name and Address Master Plumber Firm Name and Addre-6 Plan I.D.No. MA f✓ tJ A Sanitary Permit No. Soil Tester Licensed Person's Name(s)and License Number(s) ( Owner's Name and Address 150 5;' 1-4u. b s I1 A kJ-t - 1 !7 : r .14 ke m A, L 5 V '*A4 _. y_. E- �'. t� p� S ' I t� 1r t r ,41 r�+.ac 1,'r. !#�i Pf i� 'y t 7H l',-t.j z c3.J A S ,: rl�ts" NaT� I�a�.MAC_.. SwP;G. w F-U 1:k, -1 -u4 t= �!t- jt +°Ill<aJ s MAY ! IT `CS 7-144�L 0177cA�5 A-2i:� . R£utEW J-:p `1/41: r t y ��aa td► ra -` •I tJ0 T4E. 14e,&# L-A M F t�-A t� !N l 1)C� t r ti�=2_ �3i/2 v �? i I jl T G_ T _ � � s 066 P,3>t A iPPL fe 4 , (A, � ©� ' � %_, '7 yd��� 14t _I,dNFN r,u N14-:0 Sam t Page Of Signature of Responsible Licensed Person(only one needed) Check all Signatur f Plumbing Consultant/Private Sewage Consultant Copies to: 1 _ Original: that apply SBD-6192(R.12M) District S&B 0 Plumber 0 Own W(,;)(,;) Couri /Local Ino. k 0 t r 4<;- Inc 2 3 Property Owner DCCI Land Planners Parcel ID# Pending Page of ❑ Bonng# 0 Ll pit Ground surface elev. 916.25 n9 >101 ' Pit Depth fA limiting factor in. Soil P4NNICabon Rate Horizon Depth I Dominant Cokmi Redox Description Texture Structure Consistence Boundary Roots GPD/If I in. I Munseli I Qu.Sz. Cont.Color I I Gr.Sz.Sh. I I I 'Eif#1 'Eff#2 I 1 0-28 10yr3/1 - A 1msbk dsh as 2f .4 .6 2 28-36 1 4/4 - sil Imsbk dsh cw if .4 .6 3 36-48 10yr4/4 - sicl Imsbk dsh cw - .2 .3 4R-101 7'Z.-A/A cs T I 4 I Boring# 915.91 49 U Pit urouna surface ecev. n uepm to icmmng factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'EW1 'Eff#2 1 0-14 10yr3/1 - sil* Om dh cw - .0 .2 I 2 1 14-25 1 7.5vr4/4 - I * I OSR I CU cw - I 7 I 1.0 I 3 25-49 1 3/1 - sil 2msbk dsh cw - .6 .8 4 49-90 10yr4/1 c2d7.55/2 sicl Imsbk dh - - .2 •3 F-1 Boring# — Pit Ground surface elev. ft. Depth m limiting factor in. Soti Awwation Rate Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots GPD/If? lo. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. "Eff#1 `Etf#2 'FffhwAt#1=RAID >3n<"n mn/I and TSS>.90<150 mnA 'FffluPnf#9=RM <3n mall and TSS< M mM4 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. sen-W3ore9 pc.mroot .T, . DCCI LAND PLANNERS, INC. ®SOIL BORING Lot#-10 -MEADOW RIDGE OF TROY °'"`°'r • • • NE 1/4 OF THE SE 1/4 OF SECTION 17, A BENCHMARK • � • T28N, R1 9W,TOWN OF TROY, ST. —TOP OF CONDUIT • " LOT 12 1OT" CRODC COUNTY,WISCONSIN. Q ALT BENCHMARK • • LAW is -TOP OF CONDUIT TOM NELSON CST- Lic.# 227387 N NOTE: THE CONTOURS IDENTIFIED 1°" '°T' + ywa ENVIRONMENTAL BY DESIGN ARE PRIOR TO CONSTRUCTION. __�w� CONSTRUCTION GRADING WAS IN 1432 120TH ST. PROCESS DURING SOIL TESTING. • / • • •• • • • • NEW RICHMOND,WI 54017 CONTRACTOR MAY NEED TO ph.#715-246-2454 CONFIRM FINAL CONTOURS • • DURING INSTALLATION. ►mgr WT Sr SCALE IN FEET 1- - 40' wrlr ►mtr 100 0 100 X X X ° ' 5. 0 1 . 85' B4 15.9 926 4 9 5.55 D 3 1 .1 ® 1625 J ,,�V 1p B O 9 9. 9 B2 0934.1 18. 3 s "� p\P1 A 916.30 915.73 B,. --'' .94 .07 °