HomeMy WebLinkAbout018-2021-10-000 (2)
Wsconsih Department of Commerce SOIL EVALUATION REPORT Page ot~
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code County C
Attach complete site plan on paper not less than 8 1/2 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. l
Please print alt information. Revie by Date
personal kdormation you provide may be used for ry (m)). ~Ti
Property Owner erty, ocation 7
56 1/0 C.z11/4 S T ?N R 1 E ( w
0e-L)-,p ` ti j~ vt. Lot
Ownefs Ma' Address of # Block 11 S, Name or
city fete p Code Number City ❑ Village Town Nearest Road
KVIK jot New C mtruction tlseg Residential / Number of bedrooms Code derived design flow rate GPD
0 Replacement c or commercial - cube: -
Parent material _ Q04Z w~ Flood Plain elevation if applicable ./L~/.+ ft
General oomrrierits
and r+ecimri rendations:
System Typej&yt/Ut' System Elevation
Boring F-1 I a # B Pit Ground surface eleu! d ft. Depth to limiting factor ~ I ication Rate
Pit
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDOF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efr#1 'Efr#2
m
d-7 +D -3/t- 7 'C J
-3 56- IZZ A A/5
t.
5a
Fz-] Boring y
# 0 Boring ))0 ' Pit Ground surface eley~~ t. Depth to limiting factor in.
S ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'E11#1 'Eff#2
I CQ02Nr .1
w
C- a-?2&hk- 023
AL 14j(0
Olt)
Etfluertt #1= BOD > 30:! 220 tnglL and TSS >30:1 1 ` Effluent #2 = BOD 30 mg& and TSS 130 rtglL
CST Name (Please Prim CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 5 r17 715-246-4516
D
Property Owner Parcel ID # Page of
❑ Boring j
# pit Ground surface elev. 0 L Zft. Depth to limiting factor/ Z L in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munseli Qu. Sz. Cont Color Gr. Sz. Sh. -Eff#1 `Eff#2
3 b° 12 4/ ` e r s
a Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sal pplicatiort Rate
Horizon Depth Dominant Col Redox Description Texture Structure Consistence Boundary Roots GPD/f?
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 `Eff#2
Boring # ❑ Boring
F-1 ❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Sod ication Rate
Horizon ')epth Dominant Color Redox Description. Texture Stricture Consistence. Boundary Roots GPDM
in. Munsell Qu. S2. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
` Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 1150 mg/L ' Effluent #2 = BOD5 130 mg/t. 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.
r
Soil Test Plot Plan
Projedt Name Oevering Homes LLC ShI it
Address P.O. Box 179
New Richmond Wi 54017 C Z If
26900
Lot 10 Subdivision Hammond Hills Estates Date V12107
SE 1/4 S W 1/4S 8 T29 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 99.4/99.0 *HRPSameasBenchmark
102nd Ave
Scale is 1" = 40'
unless otherwise
noted
445' property line Please note: survey was not
complete at the time of testing,
installer must check all setbacks
prior to installation.
B-1 B-2
50'
104' 80' 30'
100' 5% Slope
102' B-3 25'
B.M.
137' Property Line