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HomeMy WebLinkAbout026-1130-25-000 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page -of 2 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must St. CRoiX include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. V Z percent slope, scale or dimensions, north arrow, and lopcation,and distance to nearest road. Please print all,iofp}oation. a 'wed by Date Personal information you provide may be used tQr ssFbpdary pu poses (Pnvaoy 4aw;'q. 15.04 (1) (m)). ` Property Owner . ~~f• j p pertyLocation Oakwood Land Develo Lot 1/4 vas 25 T 30 N R 18 R(or) W Property Owner's Mailing Address y C~ ? Lnt Block # Subd. Name or CSM# 1611 city State Zip C ; _A Phone N krNvY City ❑ Village © Town Nearest Road G~ S rin Lake k MN.5543 3t8'0QA9Richmond 1 1 401-b ST 2 )7 New Construction Use: ER Residential / Nu iheAb~lit!dfogrt~s' Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial-'ttscribe..- Parent material Flood Plain elevation if applicable VIR ft• General comments 4 ~ewQ/ ~QGL and recommendations: 1 trenches @ el. 95.40 spaced to code followed by trenches 4.00' below grade Boring # Boring 1 pit Ground surface elev. 99.40 ft. Depth to limiting factor +88 in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 0-8 10yr 3/3 none L 2msbk mfr gw 2f .5 ,.8 1 2msbk mvfr Clw if 5 .9 . (r 7 1.2 4 44-88 7.5 4/6 none ms os ml na na .7 1.2 9s: yo F2 I Boring # 1:1 Boring 99.50 +88 ® 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/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 D--6 1 nyr-41-1- none L 2msbk mfr 2f .5 .8 2 6-30 7.5 4/4 none sl 2msbk mvfr gw if .5 .9 3 30-88 7.5yr 4/6 none ms os9 ml na na '7 1'2 ~.y . z T ' Effluent #1 = BOD > 30:< 220 mg/L and TSS >30 < 150 mg/L ' E ent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature ST Number Gar L. Steel - 02298 Address ate Eval lion Co du ed Telephone Number 1554 200th. Ave., New Richmond, WI.. 54017 11-16-2000 715-246-6200 i Property Owner Oakwood Land Dey_ Parcel ID # pending Page 2 of 3 Boring # n~n Boring F-31 W Pit Ground surface eiev.97.40 ft. Depth to limiting factor +84 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munseli Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-9 10 3/3 none T, 2m-,hk Mf-r 9W ?f -5 -8 • 4~ 2 9-32 7.5 4/4 none sl .(P 3 32-48 7.5yr4/4 none is os mvfr aw -7 1-2 48 4 5 4/6- .-7- x-93 ~ ~ •sa ~F`l z Z - ~a. o Boring # Boring 97.30 +84 F4 ® 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/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 (p none 4° 3 20-40 7.5 4/4 none is Os mvfr na .7 1.2 4 40-84 7:5yr 4/6 none ms osg ml rla na .7 1.2 . t~ Boring # Boring F-1 El Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAf in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD5 > 30:5 220 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 (R6=) Property Owner OHkWOOd Land lev _ Parcel ID # pending Page 2 of 3 Boring F31 ❑ Boring # Pit Ground surface elev.97.40 ft. Depth to limiting factor +84 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-9 10 3/3 n n •~P 2 9-32 7.5 4/4 none sl .(p 3 32-48 7.5yr4/4 none is os 48 4 5 4/6 93 ~ .sa ~"l•z .2-~2. o a Boring # F1 Boring 97.30 +84 ® pit Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 k mfr Gly 2f -5 .8 •e . 3 20-40 7.5 4/4 none is os mvfr na .7 1.2 A 40-84 7.5yr 4/6 none ms osg ml na na .7 1.2 . t~ F-1 Boring # ❑ Pit Boring ❑ Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BODS > 30:5 220 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. SBD4330(R6=) I STEEL'S SOIL SERVICE Gary L. Steel Oakwood Land Development 1554 200th Ave. CSTM2298 NW4NW4 S25-T30N-R18w New Richmond, WI 54017 town of Richmond MPRSW-3254 lot #25-Red Pine corner (715) 246-6200 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shorn as permanent lot lines were not established at the time the test eras conducted. t~N 1"=40' top of 1" pvc pipe @ el. 100.00' ~D 41t-.--BM= top of 1" pvc pipe @ J. 96.40 ~ l r.V 4 l i f p~ J Gary L. Steel 11-16-2000 t~are7y~o~'w TsSB~' a t 2. cv 'a' t n DRAINAGE EASEMENT O Z 589'52'26"E 295.82' C~ Ilk" • r s -76.7,3' s~i y 4 VR4WAGE EASEMENT / a► ' H. )VT 981.0 t cz~' + . i~ S8574'r I r z Q ' t f8 00' o d W f f 718 sa N y~ 7 A t'S r o6 ,1 : AM F E. 9M 5 f cV o Z~ 1 ' S89'52'26"E 330.00' LOT 28