HomeMy WebLinkAbout018-2021-03-000
Wisconsin Departrnent of commerce SOIL EVALUATION REPORT Page/ of 3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
Camty
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.
p,
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. ~~o 3 C.cri
. Please print all information. Revie by Date
Personal information you provide may be used for secondary purposes (Privacy Low. s. 75.04 (1) (m)).
1 ~ 11416 7
Property Owner Property Location /
t 7 {o rIs n p ~,Q~p Govt. Lot 1/4,L JV 14 S 16 T2? N R E ( W
Pronerty Owner's Address Loth Block # Name or CSM#
1 !Z iw
city tate p Code Phone Number ❑ city 13 Village Town Ne rest
New Construction UseV Residential / Number of bedrooms- Code derived design flow rate GPD
❑ Replacement ❑ is or commercial - 'be:
Parent material d if applicable ft.
General comments
and reom nendations:
System Type /rI1id/e/r K/ 1S3 2007
ystem Elevation.
Boring # Boring
/
F-1 I apit Ground surface elev. ft. Depth to limiting factor ` in.
Solt Application Rode
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
In. Munsel Qu. Sz. Cont. Color Gr. Sz. Sh. •Ef1#1 •Eff#2
Z, Q- z s C 6!f"'7 tyj
~z s r > > - c7
(I Li
5ti
Bodng #0x Boring
® ;ate, 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/W
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 -Efi#2
i 0-) 312 - I a -na Y, r cis (
15 r-SA G I w .14
11d-'0 0 ryl6 FS rM I .5 v
qj.
Effkwd #1 - BOD > 30:E 220 mg/L and TSS >30:< 150 mg& - Effluent #2 = BOD < 30 mg/L and TSS < 30 nVL
CST ,AIWV (Please Print) Si CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54
715-246-4516
c, 7
Property Owner Parcel ID # Page of
® Boring # ❑ Boring
Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
i' GPD/fe
WZOn Depth Dominant Color Redox Description Texture Stricture Consistence LSwndary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 `Eff#2
IJ p C) a Sb a. y
1
,G
G~
a Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. IN -Application Rate
Horizon Depth Dominant Color Redox Description Texture structure Consistence Boundary Roots GPD/fP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
F Ong # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
' Soi! Application Rate
Horimn Oepth Dominant Color Redox Description. Texture Structure Consistence. Boundary Roots GP`Q fP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Effluent #1 = BODE > 30 < 720 mglL and TSS >30 1150 mglL ' Etiiuent #2 = SOD, 130 mgll. and 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 TT3l 608-2648777.
Soil Test Plot Plan
Project Name Oevering Homes LLC Shaun B
Ad
dress P.O. Box 179 z
New Richmond Wi 54017 CS #226900
Lot 3 Subdivision Hammond Hills Estates Date 6/2/07
SE 1/4 S W 1/4S 8 T29 N/R17 W Township Hammond
F-I Boring Q Well PL Property Line County ST. CROIX
BM or VRP - Assume Elevation 100 ft. Top of Survey Iron
System Elevation 91.8/91.7 *HRPSame as Benchmark
101st. Ave
Please note: survey was not
complete at the time of testing,
installer must check all setbacks
383' Property Line prior to installation.
Scale is 1" = 40'
unless otherwise
noted
13-
45'
30' 30' 2% Slope
B-3
130' 45
B-1 Please note: install
96' system as far upslope
97' as possible, soil tend to
get poorer downslope
of tested
* area
B.M. 250' Property Line