HomeMy WebLinkAbout026-1290-22-000 (2)
RECEIVES
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zoixCo }N iSOIL EVALUATION REPORT Page C of
Wisconsin Department CZ;p~T1
Division of Safety and B ildings~ Z0MNG OFFICE
h Comm 85, Wis. Adm. Code minty c
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.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. view y Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location n~ n
Govt. Lot 1/ S 1/4 S ptC~ T N R ]v~ E(
Property Owners Mailing Addr ss Lot # Block # CSW#
city State Zip Code Phone Number C3 City ❑ VilTo Nearest Road
Gt./ - IS/10//71 I
New Construction Use-2CResidential /Number of bedrooms 3 Code derived design flow rate GPD
❑ Replacement ❑ Public oorr~co~mmera -DDescribe: -
on if applicable ft.
Parent material Flood Plai elevati
General comments
and recommendations:
#
d~.
Pit Ground surface elev Depth to limiting factor in.
F7/1 Boring Boring
Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. //M~~unsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 `Eff#2
7-0 1 z- '
2- z 3~ C w.
Fa-1 1
Boring # ❑ poring Ground surface eler /L, ~ft• Depth to limiting factor (//Z) 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
2- rs/ / C I m F'✓ , 6
w .S /.D
• Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 5150 mgA- ` Effluent #2 = BOD < 30 mg/L and TSS 130 mg/L
CST Name (Please Print) Signa CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conduc ed Telephone Number
1008 192nd Ave, New Richmond, WI 54017 A- ---1 715-246-4516
Property Owner _ Parcel ID # Page of
T Boring # ❑ onng
pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GFDfff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
f 3/ S i rr s a 1. o
s le F-Y-
-/w 54 1 01
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Swl Ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f!
in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2
Boring # Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Col Redox Description. Texture Structure Consistence. Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Effluent #1 = BOD, > 30 < 220 mg1L and TSS >30 1150 mg1L ' Effluent #2 = BODE < 30 mg/L and TSS 30 mg/L
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SOD-6330 (RAM)
i Soil Test Plot Plan
Project Name Environmental Holdings LLP Shaun ' d
Address 70619th St.
Hudson Wi 54016 CSW #226900
Lot 22 Subdivision Lundy's North Date 12/1/04
S 1/2 SE 1/4S 22 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
System Elevation 97.7/97.5/97.3 *HRpSameasBenchmark
Alternate Benchmark Top of 1/2" Pipe @ 100.3'
Please note: soil test 294'
owners may not desired suitable for Property Scale is 1" = 40'
Line
building location, Soil unless otherwise
test was done to noted
satisfy zoning
requirements, please \
verify system location
before excavating.
101'
102' 6V
B-1
AIt.B.M.
90'
2% Slope 5'
70' B-3
109'
20'
B-2 ~
140th Ave