HomeMy WebLinkAbout018-2013-03-000 (2)
wisconiin Department of Commerce ) J SOIL EVALUATION REPORT Page /of
Division of Safety and Buildings .
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ty
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Attach complete site plan on paper not less than III sinst e tnust
include, but not limited to: vertical and horizontal reference point (BM), direction and p 4cel I.D. n
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. . T Review Dat
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Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04
Property Owner RXWgrty0 n
E ( r)
L.- ~J • f"e7 er rGovt. Lot~1/4 S T N _R
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
r C c
~
Gty State Zip Code P e Number ❑ C. ❑ Village own Nearest Road
/"Y' fir ~tJt G7 (71.~ 12- Lr-
New construction Use Residential I Number of bedrooms Code derived design flow rate!if - GPD
❑ Replacement ❑ Public or commerce I - Describe:
Parent materiak.C 5 f /-'":ti Flood plain elevation if applicable ft. General mrn Y~• 21y-
;"4e and recommendations:
e- A 1
/W s
Boring
® Boring # L!! ` Pit Ground surface elev. 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.
= 1414
yr~
f/
Boring # O ring
® Ground surface elev. "ft. Depth to limiting factor ! /rn
O/
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.
J9 -j 0 0 16
-yo 6C i ,,si C, k , b
22
11
• Effluent #1 = BOD > 30 < 220 mg1L and E>30 150 ` Effluent #2 = BOD < 30 mg/L and TSS < 30 m4/1-
CS[ Name (Please Print) CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
715-246-4516
1008 192nd Ave, New RichmondW 1 54017
Property Owner Parcel ID # Page of
Boring # ❑ Boring
pit Ground surface elev. Depth to limiting factor in• Soil igtion Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD
` in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 'Eff#2
1 6 `l L lD r 3/2- 5 i 2~ rmfr Z . ~ /.c"~
(Z-Y s/ 2m~b/ mfr w F
_7 Ic
I G
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 GPDAf
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'E1f#1 'Eff#2
a Boring # Boring Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Soil Application Rate
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efr#1 'Eff#2
• Effluent #1 = BOD, > 30 1220 mgll, and TSS >30:S 150 m9A- ' Effluent #2 = BODS < 30 mglL and TSS 130 mg1L
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SOD-8330 (R.6(00)
Soil Test Plot P*Sird
Project Name Cornerstone Properties LLC Address 1025 170th Ave
Hammond Wi 54015 STM #226900
Lot 3 Subdivision Corner Stone Ridge Date 8/11/05
S 1/2 SE 1/4S 8 T 29 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 Fence Post
System Elevation 96.0/95.9 *HRpSameasBenchmark
Alternate Benchmark is To*p of Survey Iron @ 95.6'
B.M. Scale is 1" = 40'
unless otherwise
noted
519' Property Line
169' B-2
Property
Line
100' 0% Slope
B-3
B-1 50'
30'
180' 30'
448' Property Line
,
' LEGEND
COUNTY PLAT OF: ® PROPOSED D
ORNERSTONE 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 LBO LOWEST BUII
AND IN PART OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 66' JOINT DRIVEWAY EASEMENT
SECTION 8, TOWNSHIP 29 NORTH, RANGE 17 WEST, TOWN OF COUNTY SE(
HAMMOND, ST. CROIX COUNTY, WISCONSIN. - - - - - SETBACK LINE (FOUND AS
SET 1 1/4•
PIN WT. 4.1
-F SET 3/4' E
WEIGHING 1.
PER LINEAR
OTHER LOT
wx N 84'31'05' E 46`.
i
/jsraur .03 TAT 7
N 68 vi 87590 S.F. o 100 200 a
2.01 Ac. yk`
LOT 6
78285 S_F. = 1s0=103260 yry'
3~ 4 1.80 Ac.
o^ ? a L
H--10-.1
- 180-1031.1
1ACATION MAP hh a 6>79"'3• - - Z 102
ss % 6\
(NOT TO SCALE) 1AT 5
SECTION 8, 729N, R171K 73793 S.F. /
1.69 Ac. /
t 1so-11.02.110.01 .'OI t N 82.28'56' E 44
N. ~z3g50. , LOT 9
Ah W5 ob-y2, 75629 S.I
ry~ LOT 4 7.74 Ac.
F-W 112545 S.F. i
,oar a~aa+c 2.58 Ac. I N 81
MME=1026.50 l /1 al/ I I 4739' W 483.7
PLAT LOCATION oN.aua ulo-1026.50 FA300f ro 1 ®I LOT 10
663s'I ~Qf / 86121 S.F.
nor LOT 3 K's~s / vJ / 1.98 Ac.
ps• /
104368 S.F. soG/ / ;
1.94 Ac.
HNE-1025.00 764349• W
a~ H 64 LBO=1027.00 513.6p.
I ~e'T , ~o►w / rr. s• / So• / LOT 11
I 6 W 44> / / / / 80567 S.F.
>p• / 0~ 6 1.84 Ac.
Vll 80273 S.F.
°I
JI I 1.84 Ac. w?sass.
1 F" 1024 50 /
nI 1 j L90-1026.50 0, LOT 12 N 89'35'14• E 2:
W 70672 S.F. N
I
1.62 Ac. o z LOT 14
al /
ZI r a N 87'06.45' W 348.52' ° 70135 S.F
°
s
I t ~
LOT 1 ' I / N 89'04'20' E 477.73' m 1.61 Ac.
a 80481 S.F. I I I ;
Z \4 1.85 Ac. 50'I {50' LOT 13 {
HHE-,024.00 ~I ( IzNzrr 96291 S.F.
m w ca`ro~c,..:-
Dr U9LOIT -
~ -~.2L Ac-
N 180~102fi.00 J ~ ° I a0it
-.~•°I I/,;N HWE=1026.25 b_ w
• `f \ o Le.o.m,oza.zs ~G' f° --1388.84'-
N axm_'u• r lxar iO• I
' 1' I '
°
IMAR a/SflCl1 ° - 33 33 c•
M 'y.'y°• N ara'+r a1a1a
O SJaaS
341.61' m If~~" 482.4- 9 ----!°0d - ----230_72'-
66100' Ii-------------6'
S 89.04'17' W 1796.45'
S 89-04'17• W 1830.54'
- - - - - - - TIC T SOUTH LINE OF SECT T.29N, R.17W
T LOT 31 I LOT 30 I LOT 29
_
-LOT 9 IhI~I FINAL PLAT CIF PRAIRIE RUN (AGRICULTURE-RESIC
FINAL PLAT OF PRAIRIE RUN IIm I~ -
- - - -OF PR I-al~1n ~ I I
DRAF10 81': JEFF MM.A