Loading...
HomeMy WebLinkAbout032-2172-05-000 (2) n 4 v 1452 • Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Steers Soil Service Inc. County Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must St.Croix include,but not limited to:vertical and horizontal reference point(BM),direction and percent slope,scale or dimemsions,north arrow,and location and distance to nearest road. Parcel I.D. 0 301 / -7,72.__ S Please print all information. ewed Date Personal information you provide may be used dory .�(1�rm)) � 1 //�O7 Property Owner (� Prope4 Location Residential Development, Inc. ' 0C f.ovt.Lot na NW 1/4 SE 1/4 S 18 T 30 N R 19 W Property Owner's Mailing Address JUL`' of# Block# Subd.Name or CSM# 8929 Aztec Dr. >-i- (31-0 > C u ,--.,, 5 na St.Croix National Southern Estates Ave.,City State Zip Co Phonfa,i)IU gr:F ICE J ity J Village l Town Nearest Road /53/-J Ave Eden Prairie 1 MN ' 55347 952-934-6238 Somerset I — Cty Rri V New Construction Use: t;/ Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD J Replacement j Public or commercial-Describe: Parent material Knolls of pitted outwash Flood plain elevation,if applicable no General comments and recommendations: Conventional system,system elevation 95.88ft.Trenches spaced and depth to code 4.42ft below grade. 4i 131/9 2-- ©-!o i 1 Boring# J Boring 1/ Pit Ground Surface elev. 100.30 ft. Depth to limiting factor 110 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 10yr3/2 none sl 2msbk mfr cs If .6 1.0 2 8-69 7.5yr4/4 none s 2msbk mfr gw na .6 1.0 3 69-110 7.5yr4/6 none cos osg ml na na .7 1.6 S3"/gg g 2 Boring# Boring el Pit Ground Surface elev. 100.30 ft. Depth to limiting factor 110 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 0-9 10yr3/1 none sil 2msbk mfr cs If .6 .8 2 9-45 10yr4/4 none sicl 2msbk mfr gw na .6 3 45-110 7.5yr4/4 none cos/sl 2msbk mfr na - .6 1.0 *Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD 5<30 mg/L and TSS<_30 mg/L CST Name(Please Print) / Signature: CST Number David J.Steel • � - 248956 Address Steers Soil Se ice Inc. �/ Date Evaluation Conducted Telephone Number 2 y 411 ry /cl!w,14 (J 1 02— 7/14/2004 715-:6 S 7 Property Owner Residential Development,Inc. Parcel ID# Pending Page 2 of 3 3 Boring# ___I Boring e Pit Ground Surface elev. 96.80 ft. Depth to limiting factor 110 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 0-7 10yr3/1 none sil 2msbk mfr cs if .6 .8 2 7-19 10yr4/4 none sici 2msbk mfr gw lvf .4 .6 3 7.5yr4/4 none Is osg mvfr gw na .7 1.6 4 44-72 7.5yr4/6 none sI/sl 2msbk mvfr gw na .6 1.0 5 72-110 7.5yr4/6 none ms osg ml na na .7 1.6 Boring# I Boring J 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.Sit *Eff#1 *Eff#2 Boring# __I Boring I Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate I 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 *Effluent#1=BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<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. I • Page 3 of 3 STEEL'S SOIL SERVICE INC. 1 David J. Steel 994 200th St. CST-POWTSM Residential Development, Inc. Baldwin, WI 54002 Lie. #248956 NW1/4,SE1/4,S18,T3ON,R1f1W Bus.(715) 684-5680 Town of Somerset,St.Croix Co. Fax.(715) 684-3449 St. Croix National Southern Estates,Lot 5 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 1"=40' ♦ =Benchmark Ele. 100.00Ft A Top of 3/4"pvc pipe •=Alt Benchmark Ele. 100.30Ft Top of 3/4"pvc pipe ,� / ❑ =Borings 0'0 7 LveS Boring Elevations B1 = 100.30Ft AI/1-e B2= 100.30Ft B3 =96.80Ft 7 �a B4 'flFt ;Si i3F' 33 i 6,k' /.2c c_12:, --- . ,,,,,,,„„......,......„- ,,...,:,- ' - ....A. f / . . 0 }}. , ' TRAIL '4 . �. ,� SEM�NT f x� � 1 ) 4.- - • .., \' .\\,\x„-N, _....).• ,c'-..\/..',..N. '-'.' \,""A,\"1/4:" .--, :,.,-,.:\N'' s, • IA'''`.) ' \ - 101` ; 3 '. ,i f kil/. .* ' .-so 0 ‘ \ 1/.'\ v ----,„........„ /7/ , ".its r19' N \ 't- _' _" i` - '1 7t� �. !, � ra - fie ': : •' /E #: - f /'}^•— \**-.'' . * -' ' '.\:' ''• ''74 ''''''' ••'Ill.. - k. a i� rjf w w mat \\ik \\\ \\N\ \\\ . 1 .aiNtr64714, itiiitigs„.411„t„..,,tv,. ., -...N. .y.,„ ..,:, -:„:. ,-,, , ..- ,......„-.., ......:,„......,/,- ---- . , —alai 1.. �' 6�`: �IIINI�wIwM� ���k' 4 ', : 4 r --.rte, r: ,, itib 'N,-,..„-_.,,,,,..,,,:,.,.. -14„, , , .. .1 lo op sisoor7i,037070:17, --. emasiseavalosioi .,,,, im__,4ww04004,, otitimit4istimimmi_iiiirmil!. i 44 /:,/,40,-.,', - •,s6' .:,.40,44vriper . : 1,-,.., , ,, 1,1.;_11,1;-11"1''%,7-4',1?'P,„'4,1.1'.1'11, 3.+`+ a,. . i, wf . ` 1 1,4„14-1-4"*tr%.1 4"0.., .40010 40 . - ' 4411 --. / )IL r i., .,-; • 1 7111.11, / :,../..„.... .,..,... .. ANp4.-,:i,;,-../..- 4 i '-1„ . 4„,/ } ,fir1 .—• ,k''''---/, i";1":':" .,S-'\..., 14011,\N.--'fr., / 41,0.00, --:- i -4"--- ‘ % .,:..;„ ,....I ,.. // e ' . - , .:N; 40 4 x . \k ..-, r , . ,,,-.. ” -.. * ,k, if : '-. f1/4 \ % I ,. ... . , - ,, .r4„, ,,,1 , „::\ ,„, .:...:•,\.::.,..y,...:,„,y,, (A-- -,,.,..4‘,zr-, , : ' '\‘‘. ) . , . . . , , , . ., _. ::: \ , - , , ' ,..., t, -. ' 0. 0.; e ' % % ■r ' f r may,. fit► .�y \ IN‘t \ ,,r 1,,,...1 ....._ __to," _.,_ . I *Sib I„,..„,,,, .... ..1%. ...,.. , 1 I -",7.1V11%,, ',Iv'I'..14,,,,$)k_ - ��.. f f f t N \--TV f i AI** - \\N ' * -.„, ,, o0 7....'1/4"\\\\\LL" ,, \41