HomeMy WebLinkAbout018-2021-07-000 (2)
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Wisconsin rtment of Commerce SOIL EVALUATION REPORT Pa ot3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County
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. Dl 2 "
Please print all information. Revie by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 7
Property Owner Property Location
11D,mgo Govt. Lot 5 Lj2 1/4 f 1/4 S T 2 N R ?E!20
P rty Owners Ma' Address Lot # Block # S .Name or CSM# s-'-
r~ , U~ - _ .e,~ ` S
City late p Code Phone Number ❑ City ❑ Village Town Nearest Road
r2~c i 41012 (21L7 el- i s
New Construction use:,V Residential /Number of a erive design flow rate GPD
❑ Replacement ❑ P is or commercial - tribe:
tt
Parent material d fCROIX LSvstem eleva ' if applicable
General comments JUN
and rsoommendations:
/ Y
System Type t /o / 7r 'ry'g':2'L-'Nj eX C
Boring # Boring
F-1 Pit Ground surface elev. 99, ft. Depth to limiting factor in.
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM _ -
in. Munsel ` Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •E8#2
-7 6
Z- 7 77 11
~r I
{ I
# C] Boring
F a Pit Ground surface elev. --r- ft. Depth to limiting factor / in.
Sal Application Rate
Honzon 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
1 140 i -/Z -lam
2- l r wi "1 `
2~0 )Due
Effluent #1 = BOD > 30:5 220 mg/- and SS >30 < 150 ' Effluent #2 = BOD < 30 mg/L and TSS 130 mg/L
CST Name (Please Print} nature CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 5401 4--,2-_ 07 715-246-4516
"7
Property Owner _ Parcel ID # Page of
Boring# ❑ Boring
Pit Ground surface elev. ~f~a! ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture 6G Consistence Boundary Roots GPDKf
in. Munsell Qu. Sz. Cont. Color 'Eff#1 'Eff#2
fv 9/-Z i / F
2 1 o' r--/ c 3 1 4/ ' 4O
It
~D
I I
❑ Boring # ❑ Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots MIN
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
a Boring # ❑ Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
11 Soil Application Rate
Horizon Iepth Dominant Color Redox Description. Texture Structure Consistence. Boundary Roots GPD/ff°
in. Munsefl Qu. Sz. Cont. Color Gr. Sz. Sh. '091 "Eff#2
Effluent #1 = SODS > 30 < 220 mg1L and TSS >30 < 150 mgA_ ' Effluent #2 = BODS < 30 mgll aril=TSS 130 mg1L
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.
Soil Test Plot Plan
Project Name Oevering Homes LLC Shaun' ' d
Address p.0. Box 179
New Richmond Wi 54017 CS Lot 7 Subdivision Hammond Hills Estates Date 61,1226900
7
S W 1/4 SE 1/4S 8 T 29 N/1317 W Township Hammond
Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 95.5/95.4 *HRpSameas Benchmark
Please note: survey was not
complete at the time of testing,
installer must check all setbacks
prior to installation.
Scale is 1" = 40'
unless otherwise
noted
~U , qq
'521' property line
B.M.
40' 80'
B-1
30'
0% Slope 0' 80'
B-3 40' B-2
101st. Ave