HomeMy WebLinkAbout020-1017-10-220 _ Ze.NASet Lo 1" y
1Msconsin Department of Safety and Professional Services 4
Division of Industry Services SOIL EVALUATION REPORT page 1°f-
n accordance with SPS 383,Wis. Adm. Code County ST.CROIX
Attach complete site plan on paper not less than 8 112 x 11 inches in size.Plan must
include,but not limited to:vertical and horizontal reference point(BM).direction and Pal1�1 l,C T a f 020- 1017- 10-220
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Rev
tby Dale
print all information. / y,'e ,L l 8 `l Z I
provide information you pro` e may be used for secondary purposes(Privacy L .s.15.04(1)(m)). 7�-T�1
Property Location
Property Owner NE 1/4 NW 1/4 S 13 T 29 N R 19 •Cl)W
MARION R.SHAW TRUST �`R Lot C
Lot# Block# Subd.Narne or CSMt: a 6,
Property Owner's Mailing Address LI.-Y -- 3U.6884
Zp C
7261 i ,#l02 Town Nearest Road
City - : � ode Phone Number � ity II�� UTown
ROAD
HUDSON, WI 54016 ( 612) 940-8111 -I i Ill ti
NK n flow rate GPD
O Nee,Construction Uae�
Residential/Number of bedrooms___________
Code der ved desig
0 Replacement 0 Public or commercial-Describe: ft.
material
SANDY Flood Plain elevation if applicable
General comments CONVENTIONAL IN-GROUND TRENCHES--0.7 LOADING RATE Z"64-i
and recommendations: TEST CONDUCTED FOR LOT APPROVAL. NO HOUSE SITE WAS AVAILABLE.
6„r- -N` c.fxl a- - 544 ' 1 N-
Property Address: 840 McCutcheon Road(Proposed Lot 4)
Boring 90 in.
1 Boring Ground surface elev. 958.30 fl. Depth to limiting factor Soil Appl cation Rate
Pit Roots GPDrtF
Texture Structure Consistence Boundary
Horizon De MuDominant Color Redox Description Gr Sz Sh EH#1 Efli 2
� rlseA Qu.Si. Cont..Color Colo
1 3fabk&gr mvfr ci lvf-m 0.6 0.8
1 0-9 10YR2/2 mfrcw 1�f 0.6 0.8
si1 3fabk
2 9-18 7.5YR3/4 3 18-52 7.5YR3/4 - lvf-f 0.7 1.6
Is Osg ml w
_ 0.7 1.6
4 52-90 7.5YR4/4 s
Os ml
some gr
0 Bonng 958.20 96
pit Ground surface elev.3 Boring# ft. Depth to limiting factor in.. Soil Application Rate
iff
Dominant Color Redox Description Texture Structure Consistence Boundary Roots •E,�►GP°iEft#2
Horizon Depth Gr.Sz.Sh.
n. Munsell Du.Sr. Cont Color - _ ci lvf-co 0.6 0.8
1 0-16 7.5YR2.5/2 - sit 2f-csbk mfr
2 16-33 7.5YR3/3 -- sicl 3fabk
mfr cw l of-m 0.4 0.6
Osg ml gw _ 0.7 1.6
3 33-76 7.5YR3/4 - Is - 0.7 1.6
4
76-96 7.5YR4/4 - s 0sg ml --
some gr/cobs
�o/L •Emoenl#2-DOD5_30 m /L end TSS:ISO mg7L
Etlluent N1 =BODY 30 t 220 rtlgll and TSS>30<150 n$i n `� - ( ^� . CST(ikirber
CST Name(Please Print) /1i]/�J ���/J/t`� / (jf 224832
MARY JO I1UPPERT(H011ister's Soil Testing,&Design) S ` \t �Evaluation r •-' TdeP►arle Number
Address 715-426-1775
28497 King Arthur's Court,Danbury,WI 54830 Da05-21,2021 wised 07-16,2021
SRr?.R330 IR07/11
Wisdom in Indu n c T= 21 '- ,1 v
YVfecontt Depa ud R
li `V/ SOIL EVALUATION REPORT P„o, I a
J U N i 4 2024P accordance w+tl,SPS 383.vWs Aim Code
$gig
County ST.CROIX
Attach sits plan on paper not less than 1/2 x 11 inches in size.Plan must
include,but limited 6alt86Mtel end Atltizontsl point(BM),direction and Parcel I.D. "` ' 0- 1017- 10-220
percent slope. eb/ef anew nd location end distance to nearest road. (pF�)bWG/
Please print all Information. Reviewed by Date
Personal edormabon you provide may be used for secondery purposes(Privacy Law.e.15.04(1)(m)).
1
Property Owner Property Location •
MARION R. SHAW TRUST Govt Ld — NE 1/4 NW 1/4 s 13 T 29 N R 19 E()W
Property Owners Mailing Address L # Bodo t Subd. Name or CS/Al
726 HWY. 12,#102 - 30-6884
City State Zip Code Phone Number I4City Visage QTown Nearest Road
HUDSON, 1 WI 1 54016 I ( 612) 940-8111 HUDSON 1 MCCUTCHEON ROAD
Q New construction UseE Residential/Number of bedrooms NK Code derived design flow rate NIC GPO
Replacement 0 Public or commercial-Describe:
Parent material SANDY Flood Plain elevation*applicable NA ft.
General O01nf10f1ts CONVENTIONAL IN-GROUND TRENCHES-0.7 LOADING RATE
and recorrtrrnendabons. TEST CONDUCTED FOR LOT APPROVAL. NO HOUSE SITE WAS AVAILABLE.
Property Address: 840 McCutcheoe R (froposed Lot 11)Li
1 Boring II
BoringU Se �Z•tw i Scj St;f Yes 1---
0 Pit Ground surface elev. 6(5'3•50 ft Depth to knifing factor 90 n.
Sal Application Rate
Horizon Depth Dominant Color Redox Desorption Texture Structure Consistence Boundary Roots GPDrff
in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. 'E11t1 'Efft2
1 0-9 10YR2/2 - _ 1 3fabk&gr mvfr ci lvf-m 0.6 0.8
2 9-18 7.5YR3/4 - sil 3fabk mfr cw Ivf-f 0.6 0.8
3 18-52 7.5YR3/4 - Is Osg ml gw Ivf-f 0.7 1.6
4 52-90 7.5YR4/4 - s Osg ml -- - 0.7 1.6
some gr
3 Boring* ❑ Boring 96
Q Pit Ground surface!Nev. Ali.Z0 ft. Depth to limiting factor _ _ in. r
Soil Application Rate
Horizon Depth Dominant Color Redox Desaiption Texture Structure Consistence Boundary Roots GPDrIP
in. Mulsell Ou.Sz. Cont Color Gr.Sz.Sh. 'E1ft1 'EfW2
1 0-16 7.5YR2.5/2 - sil 2f-csbk mfr ci l vf-co 0.6 0.8
2 16-33 7.5YR3/3 - sicl 3fabk mfr cw 1vf-m 0.4 0.6
3 33-76 7.5YR3/4 - Is Osg ml gw _ 0.7 1.6
4 76-96 7.5YR4/4 - s Osg ml - - 0.7 1.6
some gr/cobs
'E1Jent t1 =B001>30_220 mgll and TSS>30<150 morn •Effluent t2=B005<30 mg&and TSS<30 mglL
CST Name (Pease Pang CST Number
MARY JO HUPPERT(Hollud ts Soil Testing&Design) ,177,
/ 224832
Address Date E Telephone Number
28497 King Arthur's Court,Danbury,WI 54830 05-21,2021 715-426-1775
• SBD-8330(R07/13)
a
SHAW,Marion R. Lot 4 Parcel ID# Page of
Property Owner ('� ) 020- ]017- 10-220 2 4
4 Boring# ci Boring
Ground surface elev. 959.00 ft 11.1 Pit Depth to limiting factor 95 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 'Etpf2
1 0-10 10YR2/2 -- sil 2f-csbk mfr ci 2vf-m 0.6 0.8
2 10-33 10YR4/4 -- sicl 2fabk&gr mfr gw Ivf-f 0.4 0.6
3 33-40 7.5YR3/4 -- Is Osg ml gw lvf-f 0.7 1.6
4 49-95 7.5YR4/4
-- s Ossg ml -- -- 0.7 1.6
Horizon 3 has 10-15%gr;horizon 4
has some cos&gr.
I Boring# H Bonn9
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/fl'
in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. 'Ef101 'Eff#2
Boring# 1 1 Boring
reel
Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/if
in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. •Eft#1 'Eff#2
•Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L •Effluent#2=BODS<30 mg/L arts)TSS<30 mg/L
SRD1330(R07/13)
Property SHA W,Marion R.(Lot 4) Parcel ID* 020- 1017- ]0-220 Page 2 of 4
5 Boring* ❑ Boring
D Pit Groundsurface elev. '{5$•s0 ft. Depth to limiting factor 92
in.
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAF
in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. 'ER*1 'Efffi2
1 0-10 10YR2/2 -- sil 3f-ma&sbk mr ci 2vf-m 0.6 0.8
2 10-25 10YR4/4 -- cl I fabk&gr mil cis 1 of--f 0.2 0.3
3 25-40 7.5YR3/4 -- Is Osg ml gw Ivf-f 0.7 1.6
4 40-92 7.5YR4/4 — s 0sg ml -- — 0.7 1.6
Horizon 3 has
5%gr.
Boring ft
Boring
Pit Ground surface elev. ft. Depth to limiting factor in. Soil Applicabon Ram
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDiff
in. Munsell Qu.Sz. Cont Color Gr.Sz. Sh. 'Eff*1 'Efb12
Boring* Boring
Pit Ground surface elev ft. Depth to limiting factor in.
Sod Application Rate
Horizon Depth Dominant Color Redox Deacnpbon Texture Structure Consistence Boundary Roots GPDJf!
in. Munsell Qu. Sz Coot Color Gr.Sz.Sh. 'Eff*1 'ER*2
•Effluent*1 =BODE>30<220 mg&L and TSS>30< 150 mg/L •Effluent*2-BOO <30 mg/L and TSS<30 mg/L
S11D.;10(R07/13)
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ProperlySHAWOff I elf ,Marion R.(Lot 4) Parcel ID ft 020- 1017- 10-220 Paps 2 4
of
0 Boring
4 goring si Li Pit Ground surface elev. 959.00 ft. Depth to limiting factor 95 In.
Soil Application Rate
Horizon Depth Dominant Color Redox Desaiption Texture Structure Consistence Boundary Roots GPD/fl
in. Munsell Qu.St. Cont Color Gr.Sz.Sh. *OW *VW
1 0-10 10YR2/2 -- sil 2f-csbk mfr ci 2vf-m 0.6 0.8
2 10-33 10YR4/4 — sicl 2fabk&gr mfr gw lvf-f 0.4 0.6
3 33-40 7.5YR3/4 — Is _ Osg ml 8w 1vf--f 0.7 1.6
4 49-95 7.5YR4/4 — s Ossg ml -- — 0.7 1.6
Horizon 3 has 10-15%gr,horizon 4
has some cos&gr.
Boring N Bonn
Pit Ground surface elev. ft. Depth to limiting factor in
Sal AppYrabon Rate
Horizon Depth Dominant Color Redox Deaaipbon Texture Structure Consistence Boundary Roots GPD/fW _
in. MunssN Qu.Sz. Cont Color Gr.Sz.Sh. 'Ef(N1 "VW
. � Ground surface elev. ft. Depth to limiting factor in.
PitSoil Application Rate
Horizon Depth Dominant Color Redox Dssaiption Texture Structure Consistence Boundary Roots GPDIf
in. Munsell Qu.Sz. Cant Color Gr.Sz.Sh. 'EflN1 *Eff#2
,
*Effluent#1 =BOO,>30<220 mg&and TSS>30< 150 mg& 'Effluent N2=BOO,<30 mg/L and TSS<30 mg/L
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