HomeMy WebLinkAbout030-1025-30-000 Mscoresin Depe Professional Services Csf1=ao►8 a57
Divpt t'on of 1
—' , SOIL EVALUATION REPORT 54, Pam 1 of 4
S 11 wi
241% in accordance with SPS 383, g. Adm. Code 1137 31t6t
' C County ST.CROIX
Attach complete site plantppipaper n t less than 8 1/2 x 11 inches in size.Plan must
include,but not h/o' 116iv horizontal reference point(BM direction and P I.D. 030- 1025-30-000
percent sloplp6 ons,north arrow,and location and dis ILe to reiroacJi
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Please print all information. r o Reviewed by Date
Personal information you provide may be used for secondary purposes(Prived9 .s. a. l'1 turn). y1 i/4 / t' g 2.a-
Property Owner Property Location
DANIEL R.&JANET M. BAUER Govt.Lot --- NE 1/4 SE 1/4 S 6 T 29 N R 19 E(or)❑W
Property Owner's Mailing Address Lot* Block* Subd. Name or CSM*C 5 2) — 6 TJ 7
947 Quarry Road 2 -- PENDING
City State Zip Code Phone Number arty Village Town Nearest Road
River Falls, 1 WI 1 54022 1 ( 715) 425 -9752 St. Joseph 1 37th Street
o New Construction Use El Residential/Number of bedrooms NK Code derived design flow rate NK _ GPD
DReplacement ❑ Pubic or commercial-Describe: �y
Parent material sandy loam till ° Flood Plain elevation if�ap-pic/able Z1VLl-N NA ft.
and recommendations:
comments �q J r � eS' Inpctcsv,--t, 013 i i'Gt)tI-rawIaw tr�e s IP pM 3
andGeneralcomments
Conventional
Test conducted to meet requirements for land division/may not be location for the dwellit ,
J e‘k^4. 7..) $, /J'T L Limo, (Proposed acre lot 2)
1 Boring* El Boring
0 Pit Ground surface elev. y3'f•7(o ft. Depth to Wiling factor 55 in.
Soil Appication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDffF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff*1 'Eff#2
i
I 0-10 10YR3/2 I 3fabk ds cs 2vf-co 0.6 0.8
2 10-18 7.5YR4/4 sl 2f-mabk mvfr cs Ivf--m 0.6 1.0
3 18-55 7.5YR3/4 sl 2fsbk mvfr -- lvf-f 0.6 1.0
some gr
2 Boring* 0 Boring 60
QPit Ground surface elev. '15Y• ZD ft. Depth to forting factor in.
Sod Appication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'EffAf1 *Eff%
1 0-12 10YR3/2 -- sil 3fabk ds as 3vf-co 0.6 0.8
2 12-24 _ 10YR4/4 - sil 3fabk mfr cs lvf-co 0.6 0.8
3 24-33 7.5YR4/4 -- sl 2fabk mvfr Cs Ivf-f 0.6 1.0
4 33-60 7.5YR4/4 -- Is Osg ml -- Ivf-f 0.7 1.6
•Effluent*1 =BOD5>30<220 rrg&and TSS>30< 150 nglL 'Effluent*2= RODS<30 rr9&and TSS<30 rn(1/.
CST Name (Please Print) Sign ail - '"�'"� CST Number
MARY JO HUPPERT(Hollister's Soil Testing&Design) % / d'�(/���� �y�l�/l�( 224832
Address _/ Date Evalu YCon ducted Telephone Number
28497 King Arthur's Court, Danbury, WI 54830 08-01,2018 715-426-1775
SAD-8330(R07/13)
Property owner BAUER,Daniel&Janet(Lot 2) Parcel ID* 030- 1025- 30-000 Page 2 of 4
3 � 0 Boring
Boriv pit Ground surface elev. H94.3b ft. Depth to finding factor 60 in.
Soil Appication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/IF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Ef(X1 'Efl/2
1 0-20 10YR3/2 — sit 3fabk ds cs 3vfco 0.6 0.8
2 20-39 I0YR2/2 -- sit 2f-mabk mfr cs 1vf-m 0.6 0.8
3 39-49 10YR4/4 -- sit If-mabk mfr cs 1vf-f 0.4c 0.6
4 49-60 10YR3/4 __ sit Impr mfr -- lvf-f 0.4c 0.6
Boring ffH Boring
Pit Ground surface elev. ft. Depth to frilling factor in. Soil Appication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDMF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Ef1/1 'Ef7/2
Boring/ g
Pit Ground surface elev. ft. Depth to roiling factor in. ,
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots _ GPD/IF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Ef1/1 'Efft12
•Effluent/1 -BOD,>30<220 nut and TSS>30<150 mg& 'Effluent rr2-BOO,<30 mg&and TSS< 30 rrg/L
S1134330(107i 13)
Plat Plan Nee 3of 4
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41 955.48 ,G Now Ply Z I
TOP OF I"IRON PIPE qb�'�
Ce,Ase A' Aft
ft)-) 954.58 1. , 954.76
'cm. 959.36
153
TOP OFI"IRON PIPE 99 19 ,t
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127' , 958.20
TOP OFI"IRON PIPE LOT
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