HomeMy WebLinkAbout002-1059-30-000 (3)
Wisconsin Department Ymerce SOIL EVALUATION REPORT Page of -
Division of Safety and BuildingsI rl `L0q 12
r O X
,U` 1 J in accordance with Comm 85, Ws. A4(m)-
F ~v county
Attach com t~tan 81/2 x 11 inches in size. Plainclude, but vli- tal reference point (BM), di el I.D. l
percent stop crow, and location and diets E
Dat
aw Please print all informatiion.
Personal information Yopro ide maybe used for secondary purposes (Privacy Law, s. 1
Property Owner ^ t Property Location
Lu a, ~ ~ R~ `r Govt Lot S 1/45 1/4 S 2-q T 29 N R
Property Owner's Mailing Address Lot # Block #
Subd. Name or CSM#
City. / State Tip Code Phone Number . ❑ City ❑ Village Town Nearest Road
U/exs ~v/ //e sT 7OFF IC Ea /al Cv y /7 C
Gl' SyazB l ocv~
New Construction Use: ❑ Residential I Number of bedrooms N A. Code derived design flow rate 33O s -k. - S"-2S c a- GPD
❑ Replacement Public commercial - Describe: C (ahQ -M r /kin K /vtQ barg)
Parent material !I-P~~eQ c ✓ b Cc.~ Plain elevation if applicable ft.
General commen .
and recommendations: komm e/?d tw -t,r1 o IA" / 47 z~ W 3 3 ' ~O
Cep wt /Od, 0 ,o tla,oe,,,z~¢ ~ /3 i~ U u e, yc [ u li u« /
/ o~,r d.
cvt~- -~.3 6 C . -Can
ZL'tW
Boring # Boring
~O Pit Ground surface elev. O ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Etf#1 -Eff#2
-r, C,~k mpg 64
0. 13- 0 /D 1 9,"; 7 2 c,b k fin s 4 0160
8 'S 6 " /77 Liz ;
6S/ 5 q16 ~2d -7s R 610 ~ 1/ S i sd k fn i - (0.4 d
❑ Boring
Boring # Pit Ground surface elev. q8~ qo IL Depth to limiting factor > 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. 'Ef#1 *Eff#2
4j (,o
2. le 1 0 Ye q1Y .2, tl -4,k in +,rK, J(4 -S
/8 8 5 e* a m r -M7 --N c6 -5 l;
4 /
4-9~L 117
.L - y r(// / ~ k ~"►-~r~ .-t- . ~ to
Effluent #1 = BOD > 30:5 220 mg1L and TSS >30;5 150 mglL ' Effluent 1#92 = BOD 30 mg/L and TSS < 30 mglL
CST Name (Please Pnrd) Signature CST Number
Ms. Loretta Larrabee rte- CSTM224580 6~41-Z&A- Address Date Evaluation Conducted Telephone Number
N2089 Cty. Trk. Y, Menomonie, WI54751 lit/ ,7'"~0/ 715/664-8184
1
A /
Properly uC Cl r ParcellD# p ,
F 7-~ Boning # ° Bonng
- Pit Ground surface elev. -LO' 30 ft. Depth to WnMV facto 2 3
Sod Application Rate
Horizon Depth Dominant Colo Redox Description Texture Structure Consistence Boundary Roots GPDff
In. Munsed Om Sz. Cont. Colo Gr. Sz. Sh. •Eff#9 •Eff#2
- /2 3/ ;i f adk m S C~. S
2 : .2-1D &O 46k
ry) 0, 4/ A6
19-23 3 e M. K m ~ra -4-
.23 5 4 'y6 J' .4d X3yeG s` gi 2 m, /2 Vfn7 4M, : -y-- j
a9
Boring # ° Boft pct
A Pit Ground surface elev. O ft. Depth to limiting facto O In.
Sod Application Rate
Horizon Depth Dominant Colo Redox Description Texture Structure Consistence Boundary Roots GPOW
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 ' •Eff#2
-ia lO R 31S a6k fn~r~ s (o,
C) Yk 4/4 m fa I CIA T.
3 0- S y16 9s ~ z m 2 m-Cr,
g
85
19 2L3 ,S R y/6 7S yQ'~VO°r -'a Jrz~t+y 2 m n fn Fee S (o C 8
G. Sb 5 ~2 d S yK ¢ se 1 ~6 2
Boring # Boring
Fs-1 Pit Ground surface elev. , O ft Depth to WnMV factor l 0 in.
FSWApplication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 •Eff#2
_/v /o yk 313 'St, 1 2 n1 f ~ t 0. ~ < z
2 D - Z l R 2 SYk °c 518 gS'; 1 ~bk M -F z ` Effluent #1 = BOD., > 30 220 mg(L and TSS >30 1150 mgll. • Effluent rill = BODs 130 mglL and
TSS S 30 mglL
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sec-3o(RM100)
PIT
SOIL AND ITE EVALUATION REPORT, f
~rzo osed M* L k t nc, ~o`~o S page 3 of 3
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Baldwin,
aldwin to hip R~,n _ s elf
St. Croix co t~,_ A Rec`
oretta Larrabee C 224580
LEGEND y A q$,y'
113M: 100.' base of orange
painted flagged steel T-post
213M: 100.0' base of orange
painted flagged steel T-po* ~2_00
X - pits
® - grade elevations Z3~- w a~~r w a ;
- - -contour -
No Comm 83 set back
problems
Scale 1" - 40' except / e
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