HomeMy WebLinkAbout018-2007-17-000
SOIL EVALUATION REPORT Page 1- of
Wisconsin Department of Commerce
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must
include. but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. cal
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Reviewed by Date
Please print all information. h9 ~j
Personal information you provide may be used for secondary purposes (Priv Law,~s. 1504(1)(m))-
Property Owner Prgperty Location
/ N R E (or w
1/43 A S T tQ
;rte 1-- Gam. Lot
Mailing Address Lo # Block # Subd. or r CSI
Property ()!7 sM#
`I
v I
Phone 0 village Town Nearest Ro
State + Zip Code Number Crty ~ 0
Code derived design flow rate 01 -~f GPD
New Construction Us . Residential / Number of bedrooms
❑ Replacement ❑ Public or commercial - Describe: - ft
Flood Plain elevation if applicable
Parent material
General aomrrients
"."54Cz (~.l/etiC~ 9 i u
and recommendations: 57'
~J~-
LAI- G Q
# Boring
Pit Ground surface elev. p t I ft. Depth to limiting factor_____ Soil App!ication Rate
Boring '
Roots GPD/fft=
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary •Eff#1 `Eff#2
Gr. Sz. Sh.
in. Munsell Qu. Sz. Cont. Color
0 13 0, s3~ ,
2- 3-
Z' J
®BOfttKJ # kBoring
Pit Ground surface elev. ft. Depth to limiting factor J in.
Sal lication Rate Texture Structure Consistence Boundary Roots GPD/fg
Horizon Depth Dominant Color Redox Description Gr. ucSz. t Sh. `Eff#1 `Eff#2
in. Munsell r1u. Sz. Cont Color O
3)2 rm?l r
k +N
Z _ I C
ffluent #2 = BOD < 30 mglL and TSS < 30 mglL
• Effluent #1 = BOD > 30 < 220 mglL and TSS >30 < 150
CST Number
CST we (Please Firm Sig ST
Bird Plumbing, Inc. Shaun Bird 226900
Number
Date Evaluation Conducted Telep
Address -C) 1- 715-246-4516
1008 192nd Ave, New Richmond, WI 54017 I
7
Page of
Parcel ID #
Property Owner
® Boring # E] ..Pit Boring
Soil Application Rate
Ground surface elev. n• Depth to limiting factor in.
'Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2
Q-) L ®r 3I2 sl r C 2 w. l0
Z 1 Z-3 . ylro sr F
Boring # ❑ Boring
Ground surface elev. ft. Depth to limiting factor in.
Sal ication Rate
❑ Pit
Horizon Depth Dominant Col Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 '5#2
F-1 Boring # ❑ Boring Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Soil ication Rate
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence. Boundary Roots GPD/fP
•Eff#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
Effluent #1 = BODE > 30:< 220 mg/L and TSS >30 1150 mg& ' Effluent #2 = BOD6 < 30 mg/L and TSS 30 mg/L
or assistance
TTY 608-264 8777. services or
The Department of Commerce is an equal opportueity~service
contacprovider
the dent at 608-266-3151need
need material in an alternate format, p Pattme
se04330(R-goo)
Soil Test Plot Plan
.Project Name P.C. Collova Bldrs. Inc. Shaw f✓
Address P.O. Box 489
Somerset Wi 54025 S #226900
Lot 17 Subdivision Farm View Ridge Date /8/04
NW 1/4 SE 1/4S 5 T 29 N/R17 W Township Hammond
❑ Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 97.0' *HRpSameas Benchmark
Alternate Benchmark Top of 1/2" Pipe @ 100.2'
Scale is 1" = 40'
Property unless otherwise
Line noted
12%
Slope
B-3
-1 50' 25'
40'
96'
B.M. B-2
it.
B. 98'
~
40'
85'
251' Property Line
MI k 41- \ \ 9• 3 / ^ L _ 8221'33" W 459.
01 19 C, \C% 24
69641 S.F.
1.60 Ac. ;h J 72161 S.F. / N/N /
1.66 Ac. obi/ 33
M% /2 / c 88149 S.F.
C \
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i Lo
o 18
LC) 72244 S.F.
C) N ` 1.66 Ac.
1
N / / 349)
W to 97'- 66474 S.F. S I S 89'26':,
\ s 2\ / \ /U 1.53 Ac.
17
9 S.F. LN 7555'46"
a to Sj 6890
N O ojI 08\ " s 1.58 Ac. ~ w 6.9
Z NI w 39\ s~ 35 -
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Z 75381 S.F. \ NCO/ 1.53 Ac. j of
1.73 Ac. \ ~Ohv IN O Q
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2.34 Ac. q / 1.57 Ac. rn I I W~ Jcii wI p 1.56 Ac.
X141. ' $ 'u I b eo' 1oiPaRARr
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REM
HWE -1082.6' i°. I I NII o 1.69 Ac. UPON Lz
/ LBO =1084.6 I ZoI I'' r EXT NSOONrOFHW
V L-_ - `a ROADWAY. LB
379.02' 2 7.61 -289.52- La 243.
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1253.64'