HomeMy WebLinkAbout020-1448-32-000 (4)
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RECEIVED a 2422
SOIL EVALUATION REPORT
dsconsin Department of -5P5 :5,P5 31s Page I of ;
;el QC.C 4 a b rr accorcancewith GeR4ffrZ55, Wis. Adm. Code A C.E. Soil & Site Evaluations
Count}
Atta r aoer not less than 8'/~ x 11 inches in Size Pla
F°Of~ St. Croix
d horizontal reference point "BIM), directio parcel
north arru v, and ecat:on and distance tc 020-1 8-31000
Please print all information. Rev led By Cate
i prooce ma be Used for seccndary p_•pcs.-s (Fnvacy Lev: s Z /b
Froperty Owner Property Location D
Robert Jasinski Govt Lot NE 1i4 SW 114 /FT -1 N R L; W
P operty Owner's Mai ing Address Lot Block # J Subd, Narnc o 'S`.4#
331 LaQuest Dr. 32 nor a- Of UVindsor Heights I '
City State Zio Code Phone Number City Village ✓ Town 'Dearest Road (a q!5 Ce6&S n C~
Danville CA 94526 1 (925) 831-9727 Hudson I -Ca+irage faire
✓ New Constructior Use ✓ Residential,, Number of bedrooms 4 Code derived design flow rate f)i GPD
Replacement Publ;c or cnmmcrcial Describe
Parent material Flood plain elevation, ;f applicable na
General comments
and recommendations. 6" Mound recommended to ove,come sicl subsoil. Site must'oe cleared of heavy Buck Thorne infestation prior
tc c;etermining fnal system location, configuration and elevations. ✓ Well & Bcr rg # Boring
✓ Pd Ground Surface elev 99.72 ft Cepth to limiting factor 49 - n Soil 4pplica:ion Rate
Hc•izon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots G?DIfF
in Color Qu Sz Cont Oulu Gr Sz Sh 'E`f#1 'Eff#2
1 0-11 1-w3i2 no-e sil 2fgr mvfr cS 2fmc 0.6 0,8
2 11-21 1Cyr514 none 1 slcl 2fsbk mvfr cw 2vf,fin CA 06
3 21-35 7.5yr4/6 none s/sl O sg/1 msbk mllmfr gi 2fm 1c 04 06
4 35-49 1 Oyr4/6 none sl/ifs 1 csbkll msbk mfrlmvfr gi 1fm 04 06
49-60 7 5yr4/4 f2f 7 5yr416 sl Om mfr
- 02 06
Horizon #3 consists cf a mixture of soils dominated by 7.5yr4,,6 0 sg is &7.5yrAi4 lmsbk sl. Horizon #4 conssts of a mixture of soils dominated by 7 5yr4
1 msbk sl & 7.5yr4i6 msbk .fs.
❑ Bor,rg # Boring
✓ Pit Ground Surface elev 100.72 ft - Depth to limiting factor 5211 in. Soil Application Rat
Horizon Dcoth Dummarit Redox Description Texturc St uctare Consistence Boundar Roots G0D/ft;
in Color Qu. Sz, Cont. Colo Gr. Sz. Sh 'Eff#1 "Eff#2
1 0-11 1 Oyr3/2 no,e siI 2fgr mvfr CS 2fm 1c 0 6 0 8
2 11-36 1 Cyr514 none Sil 2fsbk mvfr cw 2f,1 me C.6 0 8
3 36-52 1 Cyr4i6 none gr sl 2fsbk mfr cw 2f,1 me Q6 1 0
- -
4 52-67 10yr4i6 f2f 7 5yi4/6 sl lcsbk mfr gw 1vfjrn 0.4 0.6
5 67-79 10yr4/6 f2f 7 5yr4/6 --Tsllfslsl Osgllcsbk dl/dsh 1vf,fm 0.7 1.6
Horizon #5 consists of an unsorted mixture of soils dominated by 10yr5,,6 Csg s, also including 7 byr4.6 Osg Ifs & 7.5yr4r4 1 csbk sl. No Redox. concentrati
f OM 10yr4r6 lvfs & limstone; fragments observed at 79".
Fffluent #1 = BOD > 30 < 220 mg.%L and S >30 ; 150 mg Eff ucni #2 = BUD,- 30 mg: L and TSS < 30 mg
ST Name IPlease Print) Signature. CST Number
James K Thompson y. 3602 3002/
`,dcress A.C E Soil & Site Fvaluations Date Evaluation Conducted Telephone Numbei
34C Paulson Lake Lane, Osceola, Wi 54020 11/212715 715-248-7767
Property Owner Robert 3asirski -arccl ID # 020-1448-32-000 / Page 2 of 3
❑ Boring # Boring
Pit Ground Surface elev LOO.OG ft Depth to limiting factor 36" in Soil App- ication Rat
1-orzon Depth Dominant Redox Des3ription Texture Structure Consistence Boundar Roots GPDMft
in- Color QU, Sz. Cont. Colo Gr. Sz. Sh Eff#1 Eft#<
1 0-12 1Oyr3i2 none sil 2fgr mvfr CS 2fm.1C G 6 08
2 12-22 1Oyr4/4 none Sid 2fsok mfr Cw 2fmc 0.4 0.6
3 22-36 1 Oyr414 none gr 51 2msbk mfr cw lfmc 0.6 10
4 36-59 1Oyr4l6 f2f 7.5yr4/6 sllfs/sl Osg/lcsbk mIfmfr gw 1fm 0.4 0.6
5 59-71 1 Oyr4l4 f2f 7 5yr416 SN s OM/Osg I mfr/MI - - 0.2 0.6
Horizon #4 consists of a mixture of soils dominated by 10yr4;6 Osg s, 7.5yr416 Osg Ifs &7 5yr4A lmsbk sl. Horizon #4 consists of a mixture of soils domina
by 7.5yr4l4 1 rnsbk sl & 7.5yr4~6 1 msbk Its
Boring # Boring
Pit Ground Surface elegy: ft Depth to limiting factor in Soil Application Rat
Horizon Depth Dominant Redox Desc•iption Texture Structure Consistence Boundar Roots GPDrft;
in Color Qu Sz Cant- Colo Gr Sz Sh -Eff#1 -Eff#2
~ i
i
❑ Boring # Bor'rrg
Pit Ground Surface eiev ft Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Redox Cescrption Texture Structure Consistence Boundar Roots GPDM;
in. Color Qu. Sz. Cart. Colo Gr. Sz. Sh 'Eff#1 'Eff#2
Fffluent #1 = BOC 30 70 mq-1 ano TSS >30 150 mg Effluen. #2 = BCD << 3O rnciL and TSS 30 mg
I'he lhparlmenI of Commerce is en equal opt orlunilc sercicc procider,md Cm Plot C- Ifcou need assiitance to access scniceS or
nxd material in an altcmmc formal, please contact the department at 60X-3,66-3 15 I or -[-l Y ION 24" S
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