HomeMy WebLinkAbout018-2021-14-000 (2)
wiisconsin Departrnent of Commerce SOIL EVALUATION REPORT Page of 3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must County f
point BM
vertical and horizontal reference Po direction and Parcel I .D.
include, but not limited to' percent slope, scale or dimensions, north arrow, and location and distance to nearest road. a 2 2 I
Please print all information. Re ' by Da
Pwita" iedormabon you provide may be used for s. 15. (1)(m)). 11I Z 7
Property Owner P rty bon l
oe L) qp n 6 C., Govt. i%- 114 5 014 $ T 27 N R I E( W
Procerty Owners Ma' Address Lot # Block # Name or
o , l - lurwn~+~~ `
'o-nix cotj~'M Y
CAY tats p Code ❑ village "IgLjown Nearest Road
,U(: }fv1 { o Avg
New Construction User Residential / Number of bedrooms __3 Code derived design flaw rate GPD
❑ Replacementic or commercial - cube: - -
Parent mete" Flood Plain elevation if applicable ft.
General comments
and reowirriendations:
L System Elevation- 0
System Type
L-k-- -
Boring # Boring
F 11 a Pit Ground surface elev.. l~ ft. Depth to lin-Mrig factor in. Soil Application Rate
Horfaon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ff
in. Munsell Qu. Sz. Cont color Gr. Sz. Sh. •Eff#1 'Eff#2
o-1
2 /S-Y6 101
# 0 Boring
ft. th to limiting factor r2--]Boring R Pit Ground surface elev. DDepth Sod ication Rate i
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff°
in. Munsed Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •15-02
c /
34- 7.5 r N/lo F JC. V to ► - ' a- a . 2-
• Effluent #1 = BOD > 30:5 220 mgA- and TSS >30:S 150 ' Effluent #2 = SOD 130 mg& and TSS 130 mg/L
CST Name. (Please Print) Si CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 715-246-4516
- o
N
Parcel ID # Page of
Property Owner
FT Boring It K PBoring it Ground surface elev. ZL1 L ft. Depth to limiting factor in.
Sol Appkadon Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munseii Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
i-t
F Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. ication Rate
Horror Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsed Qu. Sz. Copt Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Bori ~ # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to 16'rriting factor in. ~
F-1
Sod ApplicationRatis
Horizon lepth Dominant Color Redox Description. Texture Structure Consistence. Boundary Roots GPD/ff;
in. Munsed Qu. Sz. Cont Color Gr. Sz. Sh. -Ett#1 'Eff#2
Effluent #1 = BODs > 30 1220 mglL and TSS >30 1150 ffq& ' Effluent #2 = BODS < 30 mg& and TSS 130 n9L
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 M 608-2648777.
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. Soil Test Plot Pl*h)ii
Project Name Oevering Homes LLC SAddress P,0. Box 179
New Richmond Wi 54017 #2226900
Lot 14 Subdivision Hammond Hills Estates Date %1 107
NE 1/4 S W 1/4S 8 T 29 N/R17 W Township Hammond
f-j Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 101.4' *HRpSame as Benchmark
150' Property Line B,M
102'
45'
B-3 Scale is 1" = 40'
B- unless otherwise
50' 50' noted
5'
30'
'
100, B-1
7% Slope 90,
Please note: survey was not
complete at the time of testing,
installer must check all setbacks
prior to installation.
444' Property Line
102nd Ave