HomeMy WebLinkAbout026-1165-24-000 (2)
ORT "Page of~
Wisconsin Department of Commerce SOIL EVALUATION R P
S i
Division of Safety and Buildings ~d yyt .
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 alt information. Re ' wed by _ Date
Personal information you provide miy be used for secondary purposes (Privacy law, s. 15.04 (1) (m)). '2 t1
Property Owner Property Location
c 71j Govt. Lot 1/4 S T N R E (o W
Property Owners Mai ' Address Lot # Block # Subd. Name or M#
City tate p Code Phone Number - ❑ City ❑ Village ,KT6911 Nearest Road
r
a
"New Construction Us Residential /Number of bedroom Code derived design flow rate GPD
❑ Replacement Ala Public or merciai - Describe:
Parent material Flood Plain elevation if applicable T✓~1 ft.
General comments
and recommendations:
S
C 42
Boring # 01 Boring
' pit Ground surface elev. ~ i ff. Depth to limiting factor 10-16 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
I ~3/~ •
r J- ~-~If
4VI 5-
®ng # Q, Boring -y~
pit Ground surface ele ~z~~ ft. Depth to limiting factor ~ in. Soil Application 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 EA I
'5 L w
Z ''1 ~ s s 1
Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) re CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 5- f~__ Q 715-246-4516
Property Owner _ Parcel ID # Page of
[,-31 Boring # ❑ Boring RY, Pit Ground surface elev. ft Depth to limiting factor &42- in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/it
'Eff#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. '
I 0-(8 (0 f s~ ~-n ~s ,7
)3
2
,a ta, 51 L n,~✓
Boring # ❑ Boring
❑ ft. Depth to limiting factor in
Pit Ground surface elev. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots .EGPD/ffEff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
F-I Boring # Boring Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Soil Application Rate
GPD/ff
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots ,E1 FEff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
Effluent #1 = BOD, > 30 < 220 mglL and TSS >30:S 150 mgA. ' Effluent #2 = BOD, < 30 mg& and TSS < 30 mglL
The Department Commerce is an eqal
an alt mate formate opportunity ease contact the department at 608-266-3151 or TTY 608-264-8777. services or ployer. if you ed assistanc to access need
material
seo-9330 at-6(ao)
Project Name William Stock/Steve Dalton
ird
Soil Test Plo)/CSTM PI
Address 1748 112th St.
New Richmond Wi 54017
#226900
Lot 24 Subdivision Lundy Meadows Date 8/11/03
N 1 /2 SE 1/4S 22 T 30 N/R18 W Township Richmond
Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 91.1/90.5 *HRpSame as Benchmark
Alt. BM Top of 2" Pipe @ 100.2'
Pro Town Road Ponding Easment 221'
51 Property
45' Line
B-3
0'
1'b
°Io B-110 50'
Scale -2 90,
is 1» = 40> B *Alt. B.n
unless otherwise Slope B.M.
noted
Please note: Installer must
verify all lot lines and setbacks
before installation. Please Note: Tested area
may not be suitable for
desired building area. 220'
Check system location Property
before excavating. Line
-
. . , • . . . . . . . . . . . . .
Drainage
`3' Eosemen t
O_
N76' 0'13"E k~. LOT26 %-A
\ 1~O~hyh LOT 2S 78 008 sq ft
1'5• + NN 71, 396 sq. ft N 1.79 acres
N86 58 50 E • Oj I
55.97' 1.64 acres ~p
o
L..0.=965.8'
\ \ Qo 5e~e 'J B
2p,
0
977.19
®8 46'36 J* E 239.05 S )83o S, .
~i N 1,sj82, 4 ~ry
\L Or24 0 970.72 f0' 1
978.28
80, 282 sq, ft °
1.84 acres N
CV
L.B.O.=965.8' LOT23 A4 ;z
• • _ 71,595 sq. ft. 4 LOT"
. ~ - - N 1.64 acres • 71,462s
~ ~ ~ \ \ • ry ry1~ 1.64 ac, <<`
p
to 13
3 E, ,3110'
54 53
531208
\ 8 C\
• 54 53 C, ~•'a
oS
+i / M H'
\ \ ,
Al at
CON
• N \
5V Q
OTIS m iC
96,107 sq. ft.
2.21 acres ® LOT 19 73, 252 sq, ft. / 3~ \ I r>a~j'a"l:
®68 acres. ' YY
~h
964.27 ® 085.76 = Z a~ ~ti~~ ~ N . E
o ~h
463.73 o C5
225.29 ^ O~
luth line of the IX van- 66.00' _
-112 of the SE-114 I 80' Temporc~y A special exception n uOt 8e
cul-de-Sac Easement to 20X or greater not identifi,
N D S be extinguished upon is applied for through the
extension of the road hearing process by the St.
D L I FE~ BEARINGS ARE REFERENCED TO THE EAST LINE OF THE to The
own oi
SE 1/4 OF SECTION 22. TOWNSHIP Township lawsrc rules hand re
341E, RANGE 18 W.
WHICH IS ASSUMED TO BEAR S00'27 to parcel, etc.). Before curt
Croix County Zoning Office