HomeMy WebLinkAbout006-1036-10-100
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wrscon. l Department of Commerce SOI EV T P of
Division of Safety and Buildings S IJ i , 31.1 y6.14 age -
in accordilrice with C( 85, Wis Adm. Cafe
County ST CROIX /p
Attach complete. site plan on gaper no(less ylpn 8 4 sin size. Plan must
inc:lude, but not limited to. vrdy:al arid Mai refema:e pant (BM), dlMclxm and Pa; I-p,~ f- 006-1036-10-,((6
percent slope, scale or dimensions. north arrow, and location and distance to nearest road.
Please print all intonation. Reese by Date
Personal mtofmabon you ppwiae may be used for sewnda.y oreposes (puvacy Law. s. 115.04 a
I V ('rill. I Q I /Clf
Property Owner Property Location ❑ El
DLAN(JJ IKMAN Govt. Lot Sl` 114 SlS 114 S 17 f 31 N R 16 E(or)1N
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#d i
2184 22(1111 S7' 6_
City Slate Zip Code Phone Number ity Elvllage • Town Nearest Road
DEER PARK WI 5,1007 ( ) ~1`~-1 220111 S'I
0 New Constrortx)n tise~ Res I enlial I Number of bedrooms 2 - Cafe derived design flow rate 301) _ GPD
Replacement Public or commercial - Describe-
Parent Modena, OUTWASH Flood Plain elevation if applicable
General comments
and recommendations: Rh.CO\1YIPVDIfDSti'S.F.LIf\'.91.15 X
a &mng # ❑ Bcxiny -
a Pd Ground surface elev. 97.75 It. Depth to limiting factor 96 m
Soil 'peon Rate
Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots GPD/lf
m Munsell Ou. Sz- Cord_ Color Gr. Sz Sh 1E8#1 'Ff1#2
1 0-14 10YR3,3 -0- SIL 2M,S'(3K MFR W 1F .6 1.0
1.1-26 10YR5 1 0- SI- _ >VISBK VIER CW .6 1.0
3 26-38 7.5YR4r6 -0- L OSG ML (,W NIA .7 1.6
4 38-96 7.5YR5i6 " LOOS OS(i Nil, 0V WA .7 1.6
Boring# ❑ Boring
97.(5 96
0 Pit Ground surface elev. ft. Depth to homing factor in. Soil Application Rate
Honzon Depth Dominant (va)lor Redox D escnptxx) Texture Structure Consistonce Boundary Roots GPD&
in Munsell Qu. Sz Cont. Color Gr. Sz. Sh. 'E8#1 'E8#2
1 0-16 10YR33 SII. 2MSBK MFR GW 1F .6 1.0
2 16-41 IOYR5~3 -0 SI. 2VIS13K NIFR _.GW N/A .6 1.0
3 ,11-60 7.5YR46 _0- LCOS OSG ML (•VJ N/A 7 1.6
4 61-96 7.5YK5+6 LCOS OS(i loll. CW NA .7 1.6
' F:Nluent #1 = BOD > :g) < 220 rrlg/L arxi TSS >:{0 < 1 SO my/L ' Effluent #2 = BOD, < 30 mgll. and f SS < 30 ay
FA,Jd Name (Please Pont) Siq (Sf Number
ROBERT HARDINA 824825
ess-LY~LL WDateEvaluation Conduced Telephone Number
477 170TH AVE TURTI E LAKE WI 54889 7-5-18 715-491-5039
2
Property (Tuner Cil:K11N1AN Parcel ID # 006-1036-10-01111 Page _ of
Bering # DBonng 99.0 96
Pit Ground surface elev It, Depth to limiting factor in
Soil x:a0on F2alC
Horzon Depth Dormant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell (hi. St Cont Color Gr. Sz. Sh 'F1101 'Eff#2
1 0-5 IOYR4 4 -0- SL 2MSBK MFR GW 1F .6 10
2 5-35 IOYK5!3 _0- SL 2MS13K NIFR GW N/A .6 LO
- -
3 35-42 7 sti'K4;6 -0- LCOS OSG ML N/A N/A .7 1.7
4 42-92 7.5YK56 -a- LOOS OS<i Ml, CW NA .7 1.7
LJ Boring # Boring
~I
Pit Ground surface. elev fl. Depth to tirmuny factor _ in. Soil Application Rate
Horizon Depth Dominant Colrx Redox Description Texture Structure Consistence Boundary Roots GPD/tt'
in. Murcnll Ou. Sz. Cont. Color Gr. Sz. Sh- 'Ett#1 "Elf#2
Q ong
m
Boring If B Ground surface Clov. It Depth to lirrvting lac:lox
Pit Soil Application Rate
Horzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots _ GPDItP
in. Munsell Ou. Sz. Cent Color Gr. Sz. Sh. 'Eff#1 'Ett#2
FlNuenl #1 = BOD, > 30 < 220 mryL and TSS >30 < 150 mryL ' Effluent #2 = BOD. < 30 mg/L and TSS < 30 rrg'L
I he I lcparlment of Commerce i+ an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate formal, please contact the department at 608-266-3151 or 'I"I'Y 608-264-8777.
HARDINA SEPTIC SYSTEMS
MFRS/C- ST 824825
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