HomeMy WebLinkAbout010-1040-20-400
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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page_ of
Dil of Safety and Buildini f•' 0 9 O 1 J, -
in acerxdanrr. wlRl Qxnm N5, W(►, A(rll:, urlo'
~l~I~ STCROIA Q7
Attach complrtr site plan on paper not lass than 8 1! x 11 inches m size Plan ^ v -
include, but not limilt:rl b: vertical and ll(alsonlal mfe nee point (BM). d
Pi ZMas Parcel LID 010-1040->Y-lWr
percent skpP, scale or ~nrensions, north arrow,an oration andr ♦GY ..mot road. ,
Please print all information. G Revi by Q
Pm50na mfOrtna'io~ You arOVdcnaY `x' nr:cd for :;ncnnrlary Pur;w:a:: (Pr'vacy l :m 1 S OJ I111'~41-
Property Owner Properly Location ❑ El
ION Ni QM I of S1 1,14 SI: 1.A 16 T :i0 N R 16 F (or) W
Sh.
Proporty Owner's Mailing Address ! 1 Lot N Block # Strad Nall or
6.173 It K K I I% S I l~ 15 16 /
City State Zip (axle Moon Nurnlx'r ally Village Town Nearest Row
h1INNI;Ar01.1s \IN 55435 C 1*11 (i h 2-Ift I'.
New Construction l)si Residential! Nuirl of bedrooms ' 4 Code di design flow rate 45(1-6111) GPD
Replacement ❑ Public or commercial Describe:
Parent material Flood Plain elevation if applicable _ R.
General comments K I ICOAi A11-.N DI:.I) SYS. MOI I N D
and rcoommondations-
65 Yin
I I Renal 0 ❑ Boring
Q Pit Ground surface clov. 97.75 h- Depth to krmkrg factor 4 m
Soil Application Rate
Horizon Depth Dorn l (odor Rol Description Texture Structure C<x[sislencc Boundary Rants Gi
in- Munsell Qu. Sz. Cont. Color Gr Sz. SK _ 'EffN1 •Cf(tt2
1 0.9 1 !3 rt. SII. 7MSRK MfK CW 2M .6 .8
2 9-23 1(1 :6 511. a\isllK D1PR GR: .6 .H
7.5YK44 -a- SCI. 'MSRK .\1PK GRr IF .4 .x
4 28_52 7.5YR4l4 1:2011
-----SCI. '!MSRK V11K \A NA .:1 .8
Bering a ❑ Borng 96.0 ~8
❑ ❑ Pit Ground surface ell It.. Depth to limiting [actor in.
Soil r btaacn Rate
Hon>on Depth Dorn l Color Redox Description Texture Strol. Ceosislonce Boundary Runts GPD%fr
in. Munsell Ou. Sz. Cont. Color Gr Sz. Sh. 'Hnf1 'EIIlt2
.fi
1 0-6 10YR3!3 -n- SI1. '\1SIIK .\1FK C'W 2NI
6-21 111YR4!6 -a SII. 2V'LSRK V11:R GW - 1F .G .8
21-28 7.51•K4: I .'.MSRK MFR N A NIA A .8
.1 28-50 7.5YK•14 I^_unn'1C `;s tic I. 2NIS11K NWR N:A NA .i .8
'Effluent N t = ROD. > 30 720 my'l. and f SS --•:Sfl 150 my%L ' Effluent 112 = BOD, < 30 mi and 1 SS < :w my%L
CST Narne (Florio Print) _ Signature CST Nundwr
KOBH.Kl'IIARDI\:1 /[~'jl -.•rr- 824825
Address - - ate Evaluation Conducted Telephone Number
.177 A\•H.' 111141Lli I.AKF WI 54889 1-19-18 715-491-5039
NIK LAS 010-1040-20-000
Property (hvnnr Parcel lD it page _ of Bering # Boring 95.:13 11
` JI Q pit Ground surface olev- It Depth to limiting factor In
111 I+caarm Rate
I formon Depth Dominant Colin Redox Description Texture Structure Consistence Brx:ndary Rats GPDA+
m. Munsell (.Tr. St Crud Color Gr. S<. Sh- 'Eff#1 'Eff#2
1 09 IOYRI,:1 -u- tin. 2NIS11K -\1FK OV "^,\I .6 .8
9"-111 IOYR46 -0- SDI. 2NISIlK Nil R (W 1F .6 .8
4 20-23 7.5)10 4 -u- SC I. 2NISIlK Nil R Nr;A NSA 4 8-.
4 23-5 1 - - 7.5Y'RI I F21)ION'R5:3 SCI. 'NISK MI R NIA N.4 .8
4 Borng fl ❑ Bering 95.75 21
O Pit Ground surface elev. ft . Depth to Immlrng factor in. Soil Application Rate
Horizon Depth Damnant Color Redox Descnpaon Texture Slnrt:aue Conslelonee Boundary Roots GPD/ff
in Munsell Qr.. Sz. Cont. COW Gr 3z Sh 'HI#1 'Elf42
1 0-10 ]ON 10 3 -0- SDI. WSnK NIFR CW 'NI A .8
2 10-21 1OYR4;6 ~ - SDI. 2NISBK N11 +R <iW ll' .6 .8
3 21-2^1 7.5YRI 1 -0- SCI. 2MSIlK MI R N;A V!A .4
;1 24-50 7.5\'R4r4 121)10YR9r3 SCI. 2\ISHK N'llH N:A A .8
Bonny _ -
F-1 0 Boring # Q
Pit Ground surface etev It Depth to Innian.4 4ncter _ in
Sal Application Rate
Hnnzon Dept, Dominant Coos Ret)x Desrnphon lexlure Structure Consistence Boundary Hoots GPDJt'
in. Munsell Qu- S<. Con[. Color Gr. SG. Sh. 'Eff#1 'Eff#2
' Effluent #1 - BOD, > 30 < 220 mq'L and TSS >30 < 150 rrgrl. ' Fflluenl 012 - BOD, < 30 mryL and TSS < 30 rrxy'L
the I)epari n -ni (,I'( 'ommrrce i, an equal opportunity svm ice pro%ider and anploycr. ll'you nerd assistimce to access serv'icc+ or
need tnalerial in an alternate fiurnal, please cunlacl the department at 608-266-3151 or I FY 608-2(A-8777.
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HARDINA SEPTIC SYSTEMS
MPRSICST. 824825
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