HomeMy WebLinkAbout018-2021-06-000 (2)
Wisconsin Department ofCommerce SOIL EVALUATION REPORT Pa e of-
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County
Attach complete site plan on paper not less than 81/2 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. D Q
Please print all information. Revi by Date
61 Personal iMormation you provide may be used for 15.04 1) (m)) • 711b167
Ply Owner Prope Location
(ge-t) p` .t ovt. L4 ~ F_ 1/4 • J 1/4 T21 N R 1 E{ W
_ A 5,/
P rty Owners Ma' Address Lot Block # r..Name or CSM#
.
72 1 ~ ~~-i
ROW, -
city late p Code Ph ine N ❑ City ❑ Village Town Meares Roa
New Construction used Residential ! Number of bedrooms- Code derived design flow rate Z~ GPD
❑ Replacement ❑ Pu is or commercial - D scribe:
Parent material G Flood Plain elevation if applicable J~/.+ tL
General /lCreOr~ YO comments eC40+---,A- 11
and reoorranendations: ~ o~J
System Type 61 Sys+te-m-E--:1evation 13, ' v
# Boring
F-1 9 apit Ground surface elev. [ Sr ft. Depth to limiting factor in.
Soil ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM - -
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2
0-22- r',~ 01,
t,
qa
❑ Boring
2-]Boring # Pit Ground surface elev. 1? -7
ft. Depth to limiting factor Z in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtfP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Ef1#1 -Eff#2
Z, IZ- c I u •
3 y s 0
i
7
Ir
Effluent #1 = BOD > 30:S 220 mg/L and TSS >30 1150 nrQ& Effluent #2 = BOD 130 mg/L and TSS < 30 mg/L
CST 14arnif (Please Print) Si CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 7 715-246-4516
J
Property Owner _ Parcel ID # Page of
a Boring # ❑ Boring ~
X Pit Ground surface elev. 7 91 Lft. Depth to limiting factor ---L- in. Sorg Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDq
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
Z
, t
a
„
# ❑ Boring
F-1 ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate
Horizon Depth Dominant Col Redox Description Texture Structure Consistence Boundary Roots GPD/fe
in. Munseii Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
D Boring # ❑ Boring
Pit Ground surface elev. 8. Depth to limning factor in.
❑
Son Application Rate
Horizon ')epth Dominant Col. Redox Description. Texture Structure Consistence. Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. •Eff#1 'Eff#2
Effluent #1 = SODS > 30 < 220 mglL and TSS >30 < 150 mgA- • Effluent #2 = BODS < 30 mg& arKf TSS < 30 mglL
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.
SBD4330 (8.6/00) .
•
Soil Test Plot Plan
Projed Name Oevering Homes LLC Shau ird
Address P.O. Box 179 r`
New Richmond Wi 54017 C #226900
Lot 6 Subdivision Hammond Hills Estates Date 6/2/07
SE 1/4 S W 1/4S 8 T29 N/R17 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 93.7/93.3 *HRpSameasBenchmark
425' Property Line g M
Scale is 1" = 40' 300' Property Line
unless otherwise
noted
Please note: survey was not
complete at the time of testing,
installer must check all setbacks 30' B-2
prior to installation. 4% Slope
40'
40'
5'
-1
Rentention Pond
50'
25'
B-3
97' 30'
98'
101st. Ave
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ax ex x -ex ex---ax-- ox ~x--ax ex o - ex-------ax
00.39'07~ w 808.96'
TED L_AN_DS_
3Y OTHERS
ginFNTIAL