HomeMy WebLinkAbout018-2013-05-000 (2)
Wisconsin Department of commerce SOIL EVALUATION REPORT Page of
Division of Safety and Buildings f 4
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Attach complete site plan on paper not less than 8 112 x es size -Plan must
include, but not limited to: vertical and horizontal reference poi direction and in acco
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. U / (J C.Cw
`Z Date
Please print all information. Rjviewed ! g v5
Personal information you provide may be used for secondary purposes (Privacy Law, S"5I1) t11~i=t
Property Owner t►l{~dtion
J (0 ~r Govt. Lot 1! :;?t 114 S T N R E( a)
property Owner's Mailing Address Lot # Block # Subd. Name or CS
Z-o'-2 44
city State Zip Code Pfiohe Number ❑ C. ❑ Village own Nearest-Road
✓?11✓d'"/` (~71 r'f L5- l rn flit.
New Construction Use Residential 1 Number of bedrooms Code derived design flow rate GPD
❑ Replacement ❑ Public or commeroi I - Describe-
Parent materiakJ f ~L~ cs tis. 4'~ Flood Plain elevation if applicable - - - ft
General comments r
and recommendations:
flijSL . cl ~v, c ~rJ~ ni & Q r l t 6r
o n
' Boring # Boring C- PeKo~
F -9Pit Ground surface elev. L> f / ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •E GPD Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
0-L
Z
I
ring
® Boring # pit Ground surface elev. n!' ft- Depth to limiting factor in.
Soil Anolication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1fP
{ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
0_+7- S1 amI r C5 ,~o /-IJ
'S/
22- z-'`/0 / rS
r(
Effluent #1 = BOD > 30 < 220 mglL TSS >30 < 150 • Effluent #2 = BOD < 30 mglL and TSS < 30 mg1L
CST Nam (Please PrK re CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54 -7 ~ Ca 715-246-4516
Property Owner _ Parcel ID # / Page of
Boring # Boring ,l
wit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate
® lr--
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
3 `j -7
ll
r
a 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/ff
'Elf ll 'Eff#2
. Sh.
in. Munsell Qu. Sz. Cont. Color Gr. Sz
Boring ❑ Boring
F1 ❑ Pit Ground surface elev. 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
Effluent #1 = BOD, > 30:s 220 mg/L and TSS >30:E 150 mg/L ' Effluent #2 = BOD, 30 mg/L and TSS < 30 mg/L
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SOD4330 (R.6100)
Soil Test Plot Pla
Project Name Cornerstone Properties LLC s B'
7
Address 1025 170th Ave
` Hammond Wi 54015
TM #226900
Lot 5 Subdivision Corner Stone Ridge Dat 8/11/05
S 1/2 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 Fence Post
System Elevation 98.0/97.9 *HRpSameas Benchmark
Alternate Benchmark is Top of Survey iron @ 95.8'
Scale is 1" = 40'
B.M.
unless otherwise
150' noted
B-1 20' 391' Property Line
195' Property 30 100'
Line
50' B-2
0% Slope
B-3
.
• LEGEND
' COUNTY PLAT OF: ® PROPOSED D
O R N E R S T O N E RIDGE 12' UTILITY EASEMENT PROPOSED J
- DRAINAGE EASEMENT LINE HWE HIGH WATER
LOCATED IN PART OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 Leo LOWEST BUII
AND IN PART OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 66' JOINT DRIVEWAY EASEMENT
SECTION 8, TOWNSHP 29 NORTH, RANGE 17 WEST, TOWN OF 1 COUNTY SET
HAMMOND, ST. CROIX COUNTY, WISCONSIN. - - - - - SETBACK LINE + (FOUND AS
SET 1 1/4'
PIN Wi. 4.1
SET 3/4' E
WEIGHING 1.
PER LINEAR
OTHER LOT
Q~
2T
lip N
b~ N 8431'05' E 461
os Laos
U ~~p iPi ~ 50425 / Tj _ .rv anwwt
LOT 7
60 N 6822 f/ v; 87590 S.F.
loo zoo 0
2.01 Ac. 9a:
LOT 6 Hwe-,030.60
78285 S.F. = Leo=103z6o yry'
>a~ d~ 1.80 Ac. °w 91A
+ HNE-1029.1 k
LBO=1031.1 2 a 1.1
102
y ~g'l3. 2.
LOCATION MAP
(NOT TO SCALE) ~ 10 p 3g~es'
SECTION S. T29N, R17W, i , 73793 S.F. /
•Gr 1.69 Ac.
_M HWE_11128.00 I I 1
K m4r Leo= 1030.00 O I N 8728'56' E 44
D
" 723e5p. LOT 9
Ay W 506 921 75629 S.I
„ LOT 4 1.74 Ac.
~°l0 112545 S.F.
III
,oox 2.58 Ac. I N 81
NNE=1026.50 /I AI/ I I 4739' W 483.7
PLAT LOCATION Leo-+028.50
07kl LOT 10
636,8. , ; , 86121 S.F.
4s m~ LOT 3 ~5j9o • / / / 1.98 Ac.
i
84368 S.F. e 50,7/ `
1.94 Ac. y Af "
HNE=1025.00 a/ 7643'49• K,
a; "s Leo=,022.00 513,6
sue? soak / rte. ~s" / So• / aLOT 11 .
I e q 44 > D 80567 S.F.
•>p• ,~6 1.84 Ac.
zl 80273 S.F. g3s•k
I
zal ° 1.84 Ac.
0 c4 HME:1024.50
rn I Leo-1o26-so LOT 12 N 89'35'14' E 2:
70672 S.F. o
1.62 Ac. o z LOT 14
ZI N s N 87'06'45' W 348.52' 0 70135 S.F
1 g o
LOT 1 N 89"04'20" E 471.73' 1n 1.61 Ac.
° s 80481 S.F. I I D
0' LOT 13
Z \ti 1.85 Ac. so '11
MME~1024.00 NI I IZ■ eS 96291 S.F.- G OµnHnT
N LBO-1026.00 o I d --2,21 Ac- vsnid _
- o ,
J~I I I,;,N 4•U1\ MNfe1026.25 b ro
■ mn_'ar V 131OP" _i lob oo 8.25 "~1 --1388.84-
usoxw o - 33 I33 ly , ■ wof/7 c D131Q
341.61' I° I F~ - - - - -482_46' @- ma4s - - - - - - - -230 72' -
- 66100' S------
- - - - S 89'04'17' W 1796.45'
I 33.04' u
- - -
LOT 3-1 S 89ro4'1T W 1830.54'
T -
SOUTH LINE OF SECT T.29N, R.17W
- - - - - - - - - - ~llC~ - LOT 31 I -l0T 30 I LOT 29
I
-LOT 9 IIIml FINAL PLATAF PRAIRIE RUN TGRICULTURE-RES¢
\
OEM I FINAL PLAT OF PRAIRIE RUN ~~m'1~^ -
l~~ll"I I I
I
CRAFRD Ot 40F UKA