HomeMy WebLinkAbout018-2021-28-000 (2)
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Wisconsin Department of Commerce SOIL EVALUATION REPORT --°-•-Rage of
Divisian of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code ire
Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must 0'
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. Revi by Date ? "7
Personal information you provide may be used for seconds purposBY~i ~5®(1) (m) .
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Property Owner I~ Property 1 ion
Ot 0 ~W-7.ot 1/4 4 1/4 S T G? N R E( W
P rty Owner's Ma' Address Lot # BI # . Name or CSM#
7 ST. CROIX xty ee&Ir,-
City fate p Code Phone N Village Town Nearest Road
U ) 5V0171 (l1jr) a- i L
New Construction Use.A Residential / Number of bedrooms Code derived design flow rate GPD
❑ Replacement ❑ Pu,4/}ic or commercial - DQsaibe: r-
Parent material ~ ~ Gd..C tYLe~ Flood Plain elevation if applicable' . ft.
General comments ~o n a. t7~ { S i ~^"ti Aca r A-x- cr-
and reoornlmendations: G V ( (,ocA--,
System Type 4System Elevation
Boring # Boring )
L :J Pit Ground surface elev. D 1 ft. Depth to limiting factor 1 1 D in.
Z*Eff#l lion Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary DM
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Ef#2
D r i ~l - J
t
~0 Boring
F Bolin g#
;~1, Pit Ground surface elev. ) 0 ft. Depth to limiting factor in. Soil Application Rate
horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ft
in. Munssell Qu. Sz. Cora Color Gr. Sz. Sh. 'Ef1#1 'Eff#2
a-12- 10., s~ Z cs ~0
Z tL-~7 (D r r c✓ 1F 6
e7 ~ij~ S ~S n at . S
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V
Effluent #1 = BOO > 30 1220 frgt and TSS >30 1150 ' Effluent #2 = BOO 130 nrg/L and TSS < 30 mgll
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 540 46'- _ 715-246-4516
Property Owner _ Parcel ID # Page of
®Boring # ❑ Boring
Boa
X Pit Ground surface elev. ft. Depth to limiting factor in. Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPDlfP
in. Munseli Qu. Sz. Cont Color Gr. Sz. Sh. `Eff#1 •Eff#2
11' 31, 1 VO
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2-, o I'd rte/ I- G I R 11A C~ ..D
~
3
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Boring # ❑ Boring
F-1 ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Shc icetion Rate
Horizon Depth Dominant Color Redox Description Texture SWM re Consistence Boundary Roots GPDAY
in. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. 'Eff#1 `Eff#2
Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Sol ication Rate
Horizon 'depth Dominant Color Redox Description. Texture St mclure Consistence Boundary Roots GPM
in. Munsell Qu. Sz Cont Color Gr. Sz. Sh. •Eif#1 •Eff#2
` Effluent #1 = BODE > 30 1220 mg1L and TSS >30 1150 mgll- • Effluent #2 = BODE < 30 mgA- and, TSS < 30 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 608-2648777.
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Soil Test Plot Plan
Project Name Oevering Homes LLC Shau ' d
Address p.0. Box 179
New Richmond Wi 54017 C #226900
Lot 28 Subdivision Hammond Hills Estates Date 12'107
SW 1/4 SE 1/4S 8 T 29 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 107.3/106.7 *HRpSame as 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
166th St.
B-3 45'
102'
30'
101' 20' O~~"` ~ I
B-2 90' ~P
4% Slope B-1
40'
B.M.
208' Property Line
330' Property Line