HomeMy WebLinkAbout020-1487-14-000 (2)
r I ll 7 C - 2.0 I (1
a i 6 2018
wscot sin DApenment mence SOIL EVALUATION REPORT Page _of_
Division of Safety and Buildings
- ° in accc*dance with. Comm 85, Wis- Adm. Code 1
Allatll complete-utepen-orpaperndTlesSTfian 8 1!2 x 11 mends in size Plan must
Include, but not limited lo; vertical and horizontal reference point (BM). direction and Parcel ID. If
percent slope, scale or dimensions, north avow, and location and distance to nearest road.
Please print all information. Reviewed by uate
Personal inlam,a#on you p xle may no used for a rxlary pureosaa (Pmacy L.ax. s. 1504 (1) (m)1
Property Owner Property Location
()o I ,)it Govt. Lot 114 IA S 23T N R E (o W
Property ownees Mai Address Lo # Block # S Name Of CSM#
City n State Zip Cale Phone Number Cdy ❑ - lage Town Nearest Road
P~th7 t t ) `C I ✓/Acts
1, I a" 0 Al
N19-New Construction Use:l,E~esideri al ! Number of bedrooms C..__ Code derived design flow rate. GPD
~❑Replacement
s Publc"Mcmmoloal Describe:
Parent material Flood Plain elevation it applicable -'t.
General cormlerlts
and recarlrnenda~t0ions: i
System Type System Flevauon__ / 3-SiD
Boring# [~07l Boning n
17 m~Pit Ground surface elev. //7( Depth to 16nit rig factor in Soil icarion Rate
Horizon Depth Dominant Color Redox Description Texture StrucMe consistence Boundary Roots GPD0 i
m. Munsell Qu. Sz. Cant. Color Gr. Sz. Sh. 'EfWl 'Eff#2
7 ( {
I
Q Bourg # El Boning 7 / /j'j
4-pit Ground surface elev.,/ i 1 t. Depth to limiting factor z r-' -0. 1 Sal Application Rffie
Horizon Depth Dominant Color Redox Description Texture Structure consistence Boundary Roots GPO/fF
in. Munsell Oa St. Cont Color Gr. Sz. Sh. 'EB#1 'EB#2
"v v
l _
Effluent #1 = BOO. > 30 < 220 nxyL and TSS >30 < 150 Effluent #22 800.:E 30 m4k and TSS < 30 mpg
CST Name (Please Print) Si rs CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Co dueled Telupnone Number
7
1432 120th St, New Richmond, WI 54017' 15 246-4516
~l
Parcel ID $0 Page -of.
Boring I'T ❑ Boring I
Pit Ground surface elev. ]7: ~ ft. Dedh to limiting facto ) n.
Sod elation Rate
Horizon Depth Dontinant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff
in. Munsell Ou. Sz. Cont. Color Gr, Sz. Sh 'Eff#1 'Eff#2
Z - u^ 7, - -v,,,;
F Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in,
_ Soil -Appicabon Rate
Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots GPO/fP
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh- 'Eff#i 'Eft#2
❑ Bonny If ❑ Boring
❑ Pit Ground surface elev. ft. Depth to l"big factor in.
Soil Application Rate
Horizon -lepth Dominant Color Redox Description. Texture Structi" Consistence Boundary Roots GPON
in. Munsell Ou. Sz. Cant. Color Gf. Sz. Sh. 'Eff#1 'Efr#2
'Effluent #1 = BOO, > 30 < 2220 mWL and TSS >30 < 150 mgtL ' Effluent ill = BOD, 130 mryl and TSS 130 mg/L
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Sar4MriS )
Soil Test Plot Pi n
Project Name Oevering Homes S tun B'
Address 1433 Cernohous Ave Suite A
New Richmond Wi 54017 ' 'TM #226900
Lot 14 Subdivision Hunter Hills Estates Dat 6/15/18
1/4 NE 1/4S 23 T 29 N/R19 W Township Hudson
❑ Boring Q Well PL Property Line County ST. CROIX
BVl or VRp Assume Elevation 100 ft. Top of survey iron
System Elevation TBIJ *HRPSame as Benchmark
B. M."
207' Pro tcrty Line
15'-
10' 30' Scale is F = 40'
B1
unless otherwise
s noted
not enough slope to establish contours
- 90'
B-3
1 "S, Slope
B-'
Gavin pass
i
r 9y
i I I I ~f) L ~
I f f ~ '
E 1• _v._.~4 -10
NO
1q9g
9 A3
BM 10. M.At f i0\ .1
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t C ~ ~I t 1~ .n • t X
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