HomeMy WebLinkAbout018-2021-15-000 (2)
t of Commerce SOIL EVALUATION REPORT"- Page / of~
win Departrr►ert
Division of Safety and Buildings
in accordance with Comm 85. Wis. Adm. Code County <5
Mach complete site plan on paper not less than 8 1/2 x 11 inch (BM), insize. Plan must
include, but not limited to: vertical and horizontal reference point direction and Parcel I.D. ~f U
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 4
Please print all in Revie by Date
Pemonal inrom+abon you provide may be used for ry p~ r os~lrl 5W.915.04 ( (n+))• Da L O 7
Property Owner Property ocation
oz nUi d irrA-o CJUN 1 3 ZO &Vt. Lot All~ 114_~(i,)1/4 T N R I E( w
Ownefs Ma' Address 46# Block # Name or a"
ST. CROIX CO / t
RW
de N ey ❑ Village Town l Noarest
atY tats p Co
/01 ow i
New C instructiion User Residential / Number of bedrooms _,3-._._ Code derived design flow rate GPO
❑ Replacement ❑ P c or commercial - D cribe: -
Parent Material y e x '0 f=lood Plain elevation if applicable ft
General oomments
and recamrnendatias: 9y 3
System Elevation
System Type
__&4_jfs~
Q Boring r
Bo*V M # r~ Pit Ground surface elev. ft. Depth to i'uniting factor in.
~J- ~ Application Rate
Horizon Do* Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f?
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2
1 r 3 t_ C
S- C t4/1 I/ Z4
Boring # 0 Boring
Pit Ground surface elev. QQ~'"~ft. Depth to limiting factor in. Application Rate Sol Horizon Depth Dominant Color Redox Description Texture Structure
Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 101#2
0-13 2u- Q rAd r" r _K
2, X3.3
3 3- F 54 01 q/ a z
• Effluent #1 = BOD > 30:S 220 mg& and TSS >30:S 150 ' Effluent #2 = BOD 130 Rg/L and TSS 130 ngiL
CST )'one. (Please PrIM CST Nurnber
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 5401 715-246-4516
1
Property Owner Parcel ID # Page of
Boring # Bori ng g
0-1 Pit Ground surface elev. [ ` ft Depth to limiting factor in. Soil Application Rate
HWzon Depth Dominant Redox Description Texture Stricture Consistence Boundary Roots GPO/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
- Jo k7 31 NJ Y, 2 `10 u/ s C- i
LAO
Boring# ° Boring
F-1 ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sort Application
Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munseft Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2
F-1 Boring # Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor In.
Sod icatm- Rate
Holt= 1epth Dominant Col Redox Description. Texture Sbvcture Consistence. Boundary Roots GPDIfP
in. Munsell Qu. Sz. Cont. Color Gr. Sz- Sh. `01#1 `Eff#2
Eftiuent #1 = SODS > 30 < 220 nglL and TSS >30 1150 mg/L ` Effluent #2 = BODE 130 m>,g/L and TSS 130 mg/L
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 Shaun
Address P.O. Box 179
New Richmond Wi 54017 C #226900
Lot 15 Subdivision Hammond Hills Estates Date 2/07
NE 1/4 S W 1/4S 8 T 29 N/1317 W Township Hammond
F1 Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 94.3 *HRPSame as Benchmark
~k
B.M. 150' Property Line
Scale is 1" = 40'
unless otherwise
noted
B-3
100'
50 40
B-2
98'
40'
B-1 80'
6% Slope
Please note: survey was not
complete at the time of testing,
installer must check all setbacks
444' Property Line prior to installation.
102nd Ave