HomeMy WebLinkAbout008-1043-40-000 (3) 'D t n T 2
~AAscons,n Department of Safety and Professional Services 3a~-
11vision of IndustryServices Lc)
SOIL EVALUATION REPORT Page of . 4
in accordance with SPS 383, Wis- Adm. Code
CaudY S'1'. CROIX
At" complete sitqq ppl1a~n paper notJess than 8 112 x 11 inches in size. Plan must
include but noCliod dlo: vertical and hign7ontal reference pant (BM). direction and Parcel (.D. 0 _1043-40-000
percent slope: scale or ditmi sloes, gortt3 arrow. and location and distance to nearest road. :?S, I b r a Ct 13
print all information. Reviewe by Date
pemonot info1i 1bu provide may w; ,used for sewndary purposes Wrivacy law, s. 1594!11 (m)
Property Oi0iier Property Location ❑ Q
RICKEY R. k DONNA NI. LEE Govt Lot SAY 14 VF 7 4 S 5 T -28 N R 16 E (or) W
Property Owner's Mailing Address Lot # Bock # Subd. Name or CSIA#
2378 20th Avenue
city State Zip Code Phone Number ity ~Ullage Lj]Towrn Nearest Road
Baldwin, %VI 54002 ( 715 ) 232-4251 cialle I)y& 5 C.T.A. N
-
❑ New Conslruttlon UseE Residential i Number of bedroorn5 4 Code derived design flow rate 600 GPD
11 Ruplaceawnt ❑ Pubicorcommercial Describe-
silly
Parent material alluvium underlain by sandy nutwash Flood Plain elevation if applicable I e _ ft
General comments Mound System 0.50 11. sand fill 0.6 loading rate bJ~^
and recommendations: 4
z4~5 r,ry. Pr
1❑ Boring # ❑ Boring -
M. Pit Ground surface elev 111.50 ft. Depth to inning factor .8 - in.
.°,61 Application Rate
Horizon Depth Dorninant Color Rodox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Mansell Du. Sz. Cont. Color Gr. S7. Sh. 'Ef#ft -Eff#2
1 0-9 IOYR3:2 sit 2fsbk mfr cs 2vt-n 0.6 0.8
2 9-36 I f11R,1: 1 sil 2nisb1: mfr Cis. IvI-m 0.6 0.8
_
3 36-55 IOYR4Yr - - 0 g nil a%N Iv1=f 0.7 1.6
4 58-63 7.5YR4/6 01 SYR41, Is On nil 0.5 1.0
Ion/0e3 has aons Ct.?1i-24~.
2 Borten # ❑ Boring 101.60 40
Q Pit Ground surface elev. ft. Depth to limiting factor _ _ _ . in.
- Soil A lir:ation Role
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAF
in Munsell Du. Sz. Cont. Color Gr. Sz. Sh. 'Efi#1 -Eff#2
1 0-II 7.5YR2.5r3 sl 2fsbk nivtr Cs 2vf-cu 0.6 1.0
2 11-40 IOYR473 sl 2nisbk mvfr es I%I-m 0.6 1.0
3 40-48 7.5YR416 121SYR4r6 wl Om in6 0.0 0.0
Effluent #1 = BOD, > 30 < 220 rrgl- and TSS >30 < 150 uYj1- • Effluent #2 = BOD, < 30 ngiL and TSS < 30 ngiL
CST Name (Please Print) Si e CST Number
MIAR1'JOHUPPERTIHollislc sSoil7lstin fillcsi nl /G' 2248312
Address Date va ion Conducted Telephone Number
28497 King Arthur's Court, Danbury, AVI W830 (Is -36. '018 715- 42(1-1
?75
Property Owner I.FF. Rickey & Donna 008 - 1043 - 40 - 000 2 4
Boring ParcetlD# - , _ ✓ Page of
a Q _
g # • Boring Pit Ground surface elev. 102110 ft. Depth to smiting factor ?6 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. •E##1 •Eff#2
1 0-10 I0YR32 sil 2fshk mfr cs 20f-m 0.6 0.8
2 10-36 IOYR4`2 A 2f'msbk mvfr cs l f--f 0.6 1.0
3 36-46 IOYR4r6 c2f I0YR5t6 scl Om mfi 0.0 0.0
F4 Boring # Q Boring I (12.00
H Pit Ground surface elev. fl. Depth to limiting factor 36 in. Sal A licabon Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDRf
in. Mansell Qu. Sz. Cent- Color Gr. S7. Sir 'Eft#1 'Eff#2
1 0-10 10YR31 sit 21'a&sbk mfr cs 2vf-m 036.6 0.8
2 10-30 I0YR33 sl 2fsbk mvfr cs Ivl-m 0.6 1.0
3 30-36 10)'R4i6 grl sl lkg ml as 1%,f--f 0.6 1.0
4 36-42 TWR+6 c2f7.5YR5:6 scl Om mfi 0.0 0.0
Boring # Boring
❑ g pil Ground surface elev ft Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fE
in. Munsell Qu. Sz. Cont. Color Gr Sz. Sh. •Etf#1 'Eff#2
Effluent #1 = BOD,> 30 < 220 mA and TSS >30 < 150 nV& ' Effluent #2 = BOD. < 30 mg/L and TSS < 30 mg/L
sar~ciw ran-ui
Plot Plan Pace-? oF
PROPERTYOWNER: ;ICk~Y K OCWAIA M 1-EE- 40 FT.
(except where noted)
Legal Description: 1'11-1_, L-pCATE~ iAl CHE SW~y OF rtiE NE~~y, Sim rs I-. =backhoe n
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