HomeMy WebLinkAbout026-1296-07-000 (2)
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Wiscoon Department of Commerce SOIL EVALUATION REPORT Page of
Division of Safety and Buildings
in accordance wr1h Adm. Code County Cr~i x
Attach complete site plan on paper not less than 8 1/2 x 1"
include, but not limited to: vertical and horizontal referenrcel I.D. t -7 percent slope, sc ale or dimensions, north arrow, and locaearest road.
evie by Date
Please print all informap Personal information you provide may be used for secondary pu 5.04 (1) (rti d
Property Owner / bb)cation
1 , /C
Go 114 T 36 N R/9 E (o W
Property rs Mailing AddrKs of # Block # Subd. Name or CSM#
y / State Zip Code one Number ❑ C' ❑yillage T N a est Ro
New Construction Use: esidential /Number of bedrooms Code derived design flow rate GPD
❑ Replacement ❑ Public or mmercial - D scribe: - -
Parent material ~ Flood Plain elevation if applicable ft
General
and recorn nd lionl S' e A,-- a11J A 3.
S~ 3 • S' fe t'*0' rvv
Boring/
Boring IT # r ft. Depth to limiting in.
Pit Ground surface elev. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Clu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
®'13 l .-0
1(
Mid®Boring # Q Boring /
J~ojl Pit Ground surface elev. ` Depth to limiting factor in. -Soil Application Rate
E"izon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAf
in. Munsell Ou. Sz. Cont- Color Gr. Sz. Sh. 'Eff#1 'Eff#2
S
~l- 1011!;_L4 s l I F o
C) L4
Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 1150 All ` Effluent #2 = BOD < 30 mg& and TSS 130 mg/L
T Number
CST Harm (Please PrinU tur ~'326
0
Bird Plumbing, Inc. Shaun Bird 90
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 S-C;o - 0 s---' 715-246-4516
li
6"7 ra'CQ_
Property Owner _ Parcel ID # 5 Page of
Boring
Boring #
pit Ground surface elev. D 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. 'Eff#1 'Eff#2
10
Z 12-2 /o 19 -1 '-n 4rr l F ~~D
3 tin
a Boring # ❑ Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil icafion Rate
Horizon Depth Dominant Color Redox Description Texture structure consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'E1f#1 'Eff#2
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/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz- Sh. 'Eff#1 'Eff#2
Effluent #1 = BOD; > 30 1220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD, < 30 mg/L and TSS 30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SOD4330 (ILISM)
Soil Test Plot Plan
Proj6ct Name Country View Ridge LLC Shau Cd
Address P.O. Box 176
New Richmond Wi 54017 CS #226900
Lot 5 Subdivision Country View Ridge Date 5/20/05
NE 1/4 SE 1/4S 7 T 30 N/R18 W Township Richmond
❑ Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron/Nail
System Elevation 104.0/103.2 *HRpSame as Benchmark
4B.M. 220' Property Line
Scale is 1" = 40'
unless otherwise
noted
399'
Property
ine
B1
11 10%
Slope
40'
30' 0'
B-3
40'
90'
B-2
107.5' 104.5'
165th Ave
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