HomeMy WebLinkAbout018-2021-12-000 (2)
Wisconsin Department of Commerce SOIL EVALUATION REPORT age / of~
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code County ~ C Attach complete site plan on paper not less than 8112 x 11 inches in size. Plan must r, 0
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 6611
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. v ~0 "2
Please print all information. Revie by Date
Persona infom Mion you provide may be used for secondary purposes Pri„ (m))• A IZ b 7
-Pan
Property Owner kGoovvt.~d tion
~iavr d 114114 T 21 NR l EPM;qrtY OwnerMa' Address JUN 3 ock # s fate p Code !~ROiX CO ❑ Village Town fNea Road,
ora Q
New Construction Use)l Residential 1 Number of bedrooms 3 - Code derived design flow rate GPD
❑ Replacement ❑ P rc or commercial - cube: - -
Parent materiel s 47- l3lLft r/ Flood Plain elevation If applicable ft.
General comments
and recommendations:
System Type t~ System Elevation /VI 1~(J
-i6~
Boring U l
Boring #
❑ Pit Ground surfacaelev. aft. Depth to limiting factor in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell (]u. Sz. Cont. cola' Gr. Sz. Sh. •Eff#1 'Eff#2
0-175- 4r 31 , C-' 6 >B 11
2- s- q; !
2., g # 0 Boring 03
R Pit Ground surface elev. ft. Depth to limiting factor in. [Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. •Ef1#1 '01#2
Vo-w VA- S1 L.
• Effluent #1 = BOO > 30:S 220 mglL and TSS >30:5 150 mg& ' Effluent #2 = SOD 30 mgJL and TSS < 30 mglL
CST NaM (Please Print) Sig CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 715-246-4516
Property Owner Parcel ID # Page of
Boring # ❑ Boring
FT J
Pit Ground surface elev. ~E7' b ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure, Consistence Boundary Roots GPDIff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eif#2
6-/ ~/2 ► 8
y-3 I0 5-/4 - c I
0grMnl=
3 77J rN/ i
--1
D 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 GPD/fP
in. Munseli QU. Sz. COnt Color Gr. Sz. Sh. 'Eff#1 VIM
a Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting facts in.
Sol Application Rate
Horizon lepth Dominant Color Redox Description. Texture Structure Consistence. Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 '011#2
Effluent #1 = BODE > 30 1220 mg1L and TSS >30 11 6o mgA. ' Effkrent #2 = SODS < 30 nv& and TSS 130 mgfL
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access service's or
need, material in an alternate format, please contact the department at 608-266-3151 or TTY 608-2648777.
ssu;a~ope.6,nor . .
Soil Test Plot PI
Projdct Name Oevering Homes LLC S 1 B'
Address P.O. Box 179 !
New Richmond Wi 54017 TM #226900
Lot 12 Subdivision Hammond Hills Estates Dat 612107
SE 1/4 S W 1/4S 8 T29 N/R17 W Township Hammond
r-j Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 106.9' *HRpSame as Benchmark
102nd Ave
Please note: survey was not
complete at the time of testing,
Property installer must check all setbacks
Line prior to installation.
140'
B-2 107'
30'
40'
B-1 5% Slope
5' 106'
100' Scale is 1" = 40'
B-3 unless otherwise
noted
20'
B.M.
175' Property Line