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RECEIVED
i SOI E LUATION REPORT Page of
Wi 'n D rtm f Corn erce DEC (~05
[1iv' ' a and Building
in accordance with Co m 8 C e
ST. CROIX COYNTY 01~~
complete site plan aper not less than 8 /2 x 11 inc es i e. Plan must
include, but not limited to: v 0(BM), dire Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest roa . b I q -7, vcr
print all information. eviewed Date
Please personal information you provide may be used for secondary Purposes (Privacy Law, s. 15.u4 (1) (m)).
Property Owner Property Lo-tine ;
Govt. Lot _55 1/4S0/4 S 2ZT N R,o ~ E (o W
Property Owner's Mailing Address Lot # Block # S~u1bd. Name or CSM# 1 /
City state Zip Code one Number ❑ City Village Town Nearest Road
L
U
New Construction Use Residential /Number of bedrooms ~ Code derived design flow rate GPD
❑ Replacement ❑ Public or commercial - Describe: -
Parent material a- Flood Plain elevation if applicable ~'r✓f` ff•
?&j4
General comments
and recommendations: Gyp S(/2 ,~1 "X SyS7 n '
P-1 Boring # ❑ Boring
Pit Ground surface elev. ft. Depth to limiting factor l~ in.
o pit Application Rate
F-Z izon 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
C n
1 -2 0 41
D-)L -C
0 31z^ 5
ti -7 4 4-
®Bortng # Boring 9-7
/ V in.
it surface elev. ft. Depth to limiting factor Soil Application Rate
Ground
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/tF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
r m
1 C~~lt 3 S t 0
r
Z IL-3 rSY c" l J, (o
• Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg1L
CST Number
11r* ~ em Print) r re
F
Bird Plumbing, Inc. Shaun Bird 226900
Date Evaluation Conducted Telephone Number
Address 715-246-4516
1008 192nd Ave, New Richmond, WI 5465177 - 1 - nz-
Property Owner _ Parcel ID # Page of
Boring
a Boring # pit Ground surface elev. , ft. Depth to limiting factor L l7 in. Sail Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roofs GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Ef1#2
r71 S , b
G r
_k 71 Z,
a Boring # ❑ Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil lication 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
a Boring # E) Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in-
- Soil icatiorr Rate
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots !
in. PD/fY
Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
' Effluent #1 = BOD, > 30 < 710 mg1L and TSS >30 < ISO mg& ' Effluent #2 = BOD, s 30 mglL and TSS < 30 mg1L
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SBD4330 (R.6I00)
Soil Test Plot PI
Project Name Dave Alwin unfrd
Address 413 6th St. N
Hudson Wi 54016 STM #226900
Lot 7 Subdivision Cedar Win's Estates D e 12/12/05
SE 1/4 S W 1/4S 22 T 29 N/R19 W Township Hudson
❑ Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of 1/2" pipe 5" above grade
System Elevation 92.9/92.8 *HRp Same as Benchmark
Alternate Benchmark Top of 1/2' pipe 5" above grade @ 100.0'
Germain Way
Scale is 1" = 40'
unless otherwise
noted
25'
AtI.B.M.
B-1 B-2
jr_ B.M. 90'
30'
30' 0% Slope
45'
B-3
Tested area is a flat plateau on top of the hill.
I
I
492' property line
i
00 %@v 9 PGa C~G74 G~MM f~ 111 4 a 004 9 3
l 0 DD (1400GJ
LOT 2 I
\ 2.61 AC. / 6 °@ g
L.9.0.-MZO I LOT 3
) MDD @@N 2.71 AC. /
~44Q4~ Sao.-009.90
LOT1 /
3.39 AC. \
LOT4
2.35 AC.
[L@V 46
600 YR19»
tool i~
\ m-I
\
~ ~ C~34G14C~5
hFa' he "fie \ \ \
;7AGE eASBW LOT 5
uuuLL
2.18 AC.
LOT 6
2.01 AC.
LOT 8
2.66 AC.
L ao.-90590 , / / , , ~ r
SC'' u.o.-916.00
G~34G14L~3 ----E _ LOT 7 9Rri►laE aw9091E 0
0
L.&0.-91510 t-BA.-91S1o loo 1R W-914.00
too YR FROZEN IML-914m ,
I.Am_916.00
DEPREMION
r10018 FA NML-9l&l0 LI,OO4 9 6.30 006. 9009 '
r L.LO.-91510
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REMOVE EMSTING DRIVEWAY
CONNECTION TO BADLANDS
ROAD NO"
SCALE: