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Wis.Dept.of Safety and Profe sionai Se4s O 4 2018 SOI EVALUATION REPORT Z36� j i p page / of 3
Division of Safety and Building. /'rf
5t.ip 9cgorda9(I with SP' 385,Wis. Adm. Code
Comm nit County St Es ,X Attach c pee plan en •. - rence c es in size.Plan must r
de, t no ed to:vo» y horizontal reference point(BM),direction and Parcel I.D. 3 50 - 1 D19
Np A forth arrow,and location and distance to nearest road. 0 a -/b i t. - i,
W B6Dt►BV 9 'nt all information. Reviev _y //, / _ l h Date
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p1 �wvitle may usetl for secondary purposes(Prwecy Law s.15.00 it)(m)) to ALI 1 re/ /
, luperty Owner Property Location
Pt .4 5kf444Nb[J GQd-cl,Ner Gov. Lot 3E 1/4NE1/4 Si T 3) N R 19 E(oreV
Properly wner's Mailing Address Lot Block# Subd.Name or CSM#
3D. 49 ilcrfk Lage- f►1u) / 30 —(e747
City State Zip Code Phone Number City ❑Village INTown Nearest Road
Ai)dogt V. IIm I$c3DY1 (7c3)ae -13oD 5ovAerse4 I beL-ow5 R ) .
® New Construction Use:121. Residential/Number of bedrooms y Code derived design flow rate (ob(D GPD
0 Replacement 0 Public or commercial-Describe:
Parent material I oe Ss 0.3 4 O )* LO ask.. Flood Plain elevation if applicable _ Z0. /4-e ft.
General comments l
and recommendations:=Su5 5 2 - -5 r 'c t' S Fv r .eOe� $ .+C. 7214
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Se4e I: T• ► "• 37 5 . +a a: 'f. 3 81r.3`1 r // 1
T. g7. ss ' T,y 45. 3.'1 �-o� L.
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Kre r17VieccCvht C
' Boring# El Boring play, CPS S A
ca
pit Ground surface elev. /0,32 ft Depth to limiting factor II').0 in. ( Y"f
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure consistence Boundary Roots GPD/ft '
in. Munsell Du.Sz. Cont.Color Gr.Sz.Sh. fl#1 'Eff#2
I D-15 fD�R3�z S,l' � 5bk mFr, 4`w arek . b . $
a 4-7,3 ,D q l3 L aV5134 hnVr cw I eN . i . 8
3 a3-Til 7,5'U011. - - 5 L 1 F5 b K._ 14 c c v' 1 v I= , 4 .7
4 is-IUD 7,5YRS/4 .----
5 0 - Se3 _10.- -7 I . b
•
Boring# ❑ Boring
IX p pit Ground surface elev. 15•16 ft. Depth to limiting factor , •a 0 in. Soil Application Hate
Horizon Depth Dominant Color Redox Description Texture Structure 2onsistence Boundary Roots GPD/ft '
in. Munsell ou.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2
I b_ID /D1It3/2 --------__ - 3 ; L . S5' k. I%f r 6 W , P\ . 6 , , 4
2 10-Ig /DIR.51l, - Sr L •a FSbK TA Fr Cw 1 M - IQ , Q
3 I$.39 7.S.1 Q41 - . 51-- I fs bK- " F r C v., j,,F . 44 . -7
LI 39-94 /,s 1 kslq — -- F5 0-So, „F r c — . 5 I , D
5 lit-iaoi .51RSiM 5 0-4)5. rw L — , -7 I . Io
s-rt' _ aoPfc. L 44,
•Effluent#1 =BOD !>30<220 mg/L and TSS>30 <150 mg/L 'Effluent#2=BOD 4030 mg/L and TSS <30 mg/L
C Name(Please Print) S CST Number
bnr► � , .sk�,,-►c � n aa1" 4b
4dins l�D rTy‘ 54. Date Evaluation Conducted Telephone Number
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Srn1, ct+.Ovs' p., WS Syoa4, /I -a$ -apt 7 (AI—Q3A- y1.is
SBD-8330 II/11)
Property Owner 9P1012400la 6t 04r Parcel ID# Page t •of
3 Boring# ❑ Boring
, E pit Ground surface elev. 97.V7 ft. Depth to limiting factor 110 in.
salt ApplicetiertRae
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fl
in. Munsell Ou.Sz. Cont. Color Gr.Sz.Sh. •Eff#1 -Eff#2
I 0-9 io7Q3A sr1- ,2FSbt mcrr Ru) aM 0 (o . ci3
a 9- 7_51a414 5 L- if -_ tvIF,- Ct, L ., . 4 ,7
3 -lao 751k5/L — S a- >M -- — ,1 I . b
--Ap & - i%, U q,
4 Boring# El Boring ,
pit Ground surface elev. 9,D.901 ft. Depth to limiting factor I in.
Soil Application Rate
Honzon Depth Dominant Color Redox Description Texture Structure consistence Boundary Roots GPDIR '
in. Munsell Ou.Sz Cont.Color Gr.Sz.Sh. •cff#1 'TM
I O-I t iD-r p.:3/ .___._._____ , S L .a F_�K- M F r QW h^ • In , S?
.) 10-A*00. 10-tRs13 L ,dF K r.Fr C4J I 'm , b , 9
3 ab-32, 7.S`tkIii 5 L. J c-Sbv_ va r c w 1.1F , , y t 7
ti 3; ►p7S1R I1. 5 6-c, , vY%l- — — •-7 1• te-
y-r" — aa °4, mob ,.
0 Boring
Boring# Ground surface elev. ft. Depth to limiting factor in.
❑ Pit
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure consistence Boundary Roots GPD/It '
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh- •Eff#1 'Eff#2
'Effluent#1 =BOD ,>30<220 mg/L and TSS>30 <150 mg/L •Effluent#2=BOD ,<30 mg/L and TSS <30 mg/L
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