HomeMy WebLinkAbout018-2021-21-000 (2)
Wisoonsin Department of Commerce SOIL EVALUATION REPORT Page / of~
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code County
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.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print aft information. Revie by Date
Personal information you provide may be used for secondary purposes . 15.04 (1) (m)). Z
'/Z
%V V-10 operty Location
Property Owner
vt. Lot • 1/45JF~- 1/4 U T2 N R 1 E (44W) SP4
Luu Lo # Block # S Name or M#
rty owners Ma' Address SUN 3
CIly
p Code Phone N X C ❑ ❑ Village Town Nearest Road
,State Zi --4
New Construction Use)W Residential > Number of bedrooms- Code derived design flaw rate GPD
❑ Replacement ❑ Pu 'c or commercial - D tribe: _
Parent material -192 4_ iyGL Flood Plain elevation if applicable ft.
General Comments 5
and recarrtrnendations:
System Type C OIL~V~ it,1~tC e L'111a'1-A~ System Elevation. V • U 7,
F-1 I Boring # Boring
Pit Ground surface elev. R Depth to limiting factor in.
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfiF
In. Munsefl Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 `Eff#2
F2--]Bodria # ❑ Boring
a pit Ground surface elev. Depth to limiting factor / U in. Soil 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
67L d r 3/-z si am GS . (o 40
2- 11- j l0 r C- ( rrr s k (,J ,
-3 s Q I n a. r ci 5 d
U
Effluent #1-= BOD > 30 < 220 rnglL and TSS >30 < 150 ' Effluent #2 = BOD < 30 mg/t, and TSS < 30 nrg/L
CST Marts amease ant) lure CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017
715-246-4516
c> 7
Property Owner Parcel ID # Page of
FT Boring g ~j
Sorft
X Pit Ground surface elev. 6 " ft. Depth to limiting factor in. Soil Application Rate
#
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIfe
Eff#1 `Etf#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •
C- I
14)
J
Borng# ° Boring
F-1 ❑ Pit Ground surface elev. It. Depth to limiting factor in. -ApOication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDHP
in. Munseli Qu. Sz. Cont. Odor Gr. Sz. Sh. 'Etf#1 'Etf#2
Boring # ❑ Boring
° Pit Ground surface elev. it Depth to limiting tailor in
. Soil Application Rate
Horizon 7epth Dominant Color Redox Description. Texture Structure Consistence. Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. `011#1 `Eff#2
Effluent #1 = GODS > 30 220 mg1L and TSS >30 1150 mglL ' Effluent #2 = SODS < 30 mg& and TSS 130 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.
SSD4M (RAW)
Soil Test Plot Plan
Project Name Oevering Homes LLC Sha ird
Address P.O. Box 179
New Richmond Wi 54017 C #226900
Lot 21 Subdivision Hammond Hills Estates Date /2/07
NW 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 88.0/87.0 *HRpSameas Benchmark
B.M.
217' Property Line 338' Property Line Scale is 1" = 40'
unless otherwise
noted
93'
Please note: survey was not 50'
complete at the time of testing, 30' B-3 609 90'
installer must check all setbacks 30'
prior to installation. B-1
40'
B- 11% Slope
472' Property Line 5'
166th St.