HomeMy WebLinkAbout018-2007-43-000
SOIL EVALUATION REPORT Page L of
- r •
Wisconsin Department of Commerce
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County 3
Y Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. Date
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Reviewed
Please print an information.
Priv Law, s.. 5.04 (t) (m)).
Personal information you provide may be used for secondary purposes
erty Location
Q
Property Owner, r 1 to) M a Govt. Lot IF- 114 C o-114 ST C7t / N R E (or W
ill... Lot # lode # Subd. me or CSM# )
party Mailing Address 3 a nn . f/r Q`tJ
"Z Village Town Nearest Ro
State a Zip C Phone Number ❑ CnY 7011,
Code derived design flow rate GPD
New Construction Us Residential /Number of bedrooms
0 Replacement ❑ Public or commercial - Describe:
nn ! nP r 1 Flood Plain elevation if applicable
Parent material
'2-
General an recom ndations:.~5• 6?- ✓e.A-;~~ o 2 '
r\
Boring in.
ED Swing # Ground surface elev. /DOS _ tt• Depth to limiting factor Soil lira !on Rate
Pit Roots GPD/ft=
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary
in. Munself 'Etf#1 'Etffi2
Qu. Sz. Cont. Color Gr. Sz. Sh.
,Z z-/ sC ,vl h/1ff -
yo s
kBoring
Pit Ground surface elev. ft• Depth to limiting factorin. Soil lication Rate
Roots GPD/ff?
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary •Eff#1 'Eff#2
~ in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. t S ;Z
s j a fl1F ~3
r3Z
0~ ~ Si ~-I (msbk 7-
10-17 s ,O
_G p ve,s czd 5 v~ S;~I
> ~ 1~ `Effluent #2 = BOD < 30 mglL and TSS 30 mglL
`Effluent #1 = BOD > 30 < 220 rr>glL and TSS ~ - CST Number
CST Name (Please Print) Si ST 226900
Bird Plumbing, Inc. Shaun Bird Number
Date Evaluation Conducted Teleph715.one one Num Num er
Address - J L/
1008 192nd Ave, New Richmond, WI 54017
Property Owner Parcel ID # Page -4- of
n~ Boring # ❑ Boring
Ili l~ JI APit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
"Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
IU 3/ - si' cS
c
3 L 2J 1 -
❑ Boring # ❑ Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in. Sal ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 •Eff#2
F-1 Boring
Boring # Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Soil Application Rate
Horizon Depth Dominant Col Redox Description. Texture Structure Consistence. Boundary Roots GPD/fE
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2
Effluent #1 = BOD3 > 30:S 220 mg/L and TSS >30:5 150 mg/L ' Effluent #2 = BODE < 30 axA and TSS < 30 mg/L
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need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SOD4330 (3t.6r00)
Soil Test Plot Plan
project Name P.C. Collova Bldrs. Inc. Sha
Address P.O. Box 489
Somerset Wi 54025 TM #226900
Lot 43 Subdivision Farm View Ridge Date 5/8/04
NE 1/4 SE 1/4S 5 T 29 N/R17 W Township Hammond
❑ Boring (D Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 102.2' *HRpSameasBenchmark
Alternate Benchmark Top of 1/2" Pipe @ 100.2'
176' Property B.M.
Alt.
B.M.
100.5'
Scale is 1" = 40' 0'
unless otherwise B-1
noted so' zs' 20'
30'
B-2 0'
2%
Slope
B-3
99.5'
383'
Property
Line
I
I I
III
~
V 89'26'33" E 1258.42' UNPLATTED LANDS z
I I QI
227.68' - - 176.16' 170.99' - 214.85' - WI
~
f ~o - IZ - - I Ip - - U! PENDING CSM I I al
I° N o =OWNED BY PLATTER '7 I z
o
N o t3
0 `j I Lw I DI
I o I I~:,
9 4 V I I~ IN 5 N I
65358 SF I I 43 q 4 65400 S. F. I N
1.5 I m 65341 S.F. I Ic 65344 S.F. I I~ 1.50 Ac,~ ~ W I II I \
L I (A 1.50 Ac. 1.50 Ac. ~ w n y W
rn I Iw I Iw jJ S 89'57'53" E I S 89'ST3"
I I~ I w
- I I I lbo _j C l 84.70' + 135. I Li
67 J ✓ C? _ _ 123.76
100.00 I ,
,10 \ 8~ co 5153 w
- N` 22 4S 0 _1 L_ 5 62;4 - - - S 09-57-53 E - -c o
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3 6s~'13" C4 _ X3238 C71 z
30
3gy3" A 36 48 6 4g~ C60 S89'57'5 E
C55 6> > - w C3 7/'11'3 00. 00 i ( ~n
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r' \ - - _c~+r _ - N 38 '2336 W I z
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7.00' r o
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Z p L80
C5 =1103.1'
-----I r I If I `'~I
d ~y
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i Iw I L4 1 I ~I x
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I I l ni 2 l a 126383 S.F. I~ I
y 88326 S.F. 3 I Lp 86316 S.F. I I 2.90 Ac. ( 001 -4 1-3
m 2.03 Ac. t,a N 1.98 Ac. 1
I m 80642
AcF I I i m ~1 `f1 cs f100, tO_ vl I CrJ
CID
P4 I l w ® I I~ I 1L~~ I , 1y
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7
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33.00'
'
L S--- -----I L-- J
237.14 281.54 228.-45' X9.50'
1286.64' 3I
UNPLATTED LANDS
N '0
e.~ iA 00
1 U 9 L6 I SE CORNER,
2 'l- 00 l'r SECTION 5, FC
ZI I SURVEY NAIL