HomeMy WebLinkAbout026-1126-03-000 (3)
Wiscon,irf Qepartment of Industry, SOIL AND SITE E V A L U AT. 4 FIIEF 'Q Page 1 of 3
LabW.nd Hyman Relations ' ; s+
4sion of S9fety & Buildings in accord with ILHR 83.05 Wy 16.-Adm;POd9
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size must ~iclude, but P StD. # C
~,O3
not limited to vertical and horizontal reference point (BM), direction and otlope, s `qle .2&-112
dimensioned, north arrow, and location and distance to nearest road. aX 1
c~ S1 C ,v I WED BY DATE
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATIO iAL ~FF,G~ Z'! E8.0
PROPERTY OWNER: OCATION \
Derrick Const. Inc. GO T -114 1/4,S 12 T 30 N,R 18 K(or) W
PROPERTY OWNER':S MAILING ADDRESS LOT # UBD. NAME OR CSM #
a (ari;
1505 Hy. #65 3 na Rril-Q
CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE CROWN NEAREST ROAD
New Richmond WI. 54017 (71S 246-2320 Richmond 140 h.
[xJ New Construction Use [x ] Residential / Number of bedrooms 4 [ J Addition to existing building
j ] Replacement [ ] Public or commercial describe
Code derived daily flow 600 gpd Recommended design loading rate ___5_bed, gpd/ft2-6-trench, gpd/ft2
Absorption area required 1200 bed, ft2 1000 trench, ft2 Maximum design loading rate .5__bed, gpd/0_trench, gpd/ft2
Recommended infiltration surface elevation(s) 95.65 ft (as referred to site plan benchmark)
Additional design / site considerations
Parent material outwash Flood plain elevation, if applicable na ft
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U = Unsuitable fors stem ®S ❑ U ® S ❑ U ® S ❑ U ® S ❑ U ❑ S ® U ❑ S 12U
SOIL DESCRIPTION REPORT Naw c.jo2.-- uo T" y 1'1 ~L
Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
Boring # Horizon in Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trer>ch 1
1 0-7 10 r 3/3 none 1 2msbk mfr CTW 2f .5 .6
2 7-32 7.5 r 4 4 non 'S
Ground 3 32-80 7.5 r 4/4 none ms os . mvfr cfw na .7 .8 -
elev.
99.35 ft. 4 80-84 5 r 4/4 none 2 S
Depth to
limiting
factor ovf eS
Remarks:
Boring #
1 0-8 10 r 3/3 none 1 2ms k mf S
2 8-23 10 r 4/4 none sicl 2msbk mfr w if .4:: .5
3 23-60 7.5 r 4/4 none is os mvfr if .7 .8
Ground
elev. 4 160-7 99.45 ft. -5 5yr 4/4
De th to 5 75-96 7.5 r 4/4 none cos os ml na na .7 .8
P
limiting u
S 0 S
fa+t96
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200t . Ve. New Richmo WI 54017
Signature: / Date: 5-30-2000 CST Number: m02298
PROPERTYOWNER Derrick Const. Inc. SOIL DESCRIPTION REPORT -Page of 3
PARCEL I.D. # pending
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Baxxbry Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 0-10 10 r 3/3 none 1 2msbk mfr gw 2f .5 .6 b"
3
2 110-22 10 r 4/4 none S1 2msbk mfr
gw if .5 .6 .5^
Ground 3 122-38 7.5 r 4/4 none si 2msbk mfr w if .5 .6 •S•
99e1 S ft. 4 38-65 7.5 r 4/4 none is os mvfr na .7: .8
Depth to 5 65-80 5 r 4/4 none s1 2msbk mfr 9w na .5' .6 .S^
limiting
facto
+9611 L 6 80-96 7.5 r 4/4 none cos os ml na na .7':. .8
Remarks:
Boring #
1 0-9 10 r 3/3 none 1 2msbk mfr 9w 2f .5 .6 .S'
2 9-30 7.5 r 4/4 none sici 2msbk mvfr if .41 .5
Ground 3 30-84 7.5 r 4/4 none is os mvfr na na .7 .8
elev.
99,65 ft.
Depth to
limiting
factor
+84"
Remarks:
Boring #
1 0-16 10 r 3/3 none 1 2msbk mfr gw 2f .5` .6 S
5 2 116-30 7.5 r 4/4 none sici 2msbk mfr if .4 .5 ~
Ground 3 130-84 7.5 r 4/6 none ms os mvfr na na .7 .8
elev.
98.6.9t.
Depth to
limiting
factor 36 Z
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
STEEL'S SOIL SERVICE
Gary L. Steel Derrick Construction, Inc. 1554 200th Ave.
CSTM2298 SE4Nw4 S12-T30N-R18w New Richmond, WI 54017
MPRSW-3254 town of Richmond (715) 246-6200
lot #3-Brushy Mound LaKE
This soil evaluation was conducted to satisfy a zoning requirement, it may or may
not be suitable for your use. The location of the test may or may not be as shown
as permanent lot lines were not established at the time the test was conducted.
1"=40,
=top of 1" pvc pipe C el. 100.00'
. top of 1" pvcpipe C el. 98_ 151
p NO
' Vr
N
;,3 ,nix
Gary L. Steel
5-30-2000
7, 9 1.31 ACRES
9 30 83,874 SQ. FT. 1.93 ACRES
4 31 71,893 SQ. FT. 1.65 ACRES
32 69,124 SQ. FT. 1.59 ACRES
992.4
992. 33 95,365 SQ. FT. 2.19 ACRES
34 78,680 SQ. FT. 1.81 ACRES
4 FUTURE 1w. ROAD 35 43,693 SQ. FT. 1.00 ACRES
_ TM SMUT 36 52,451 SQ. FT. 1.20 ACRES
1 JOIN 37 46;092 SQ. FT. 1.06 ACRES
R= 3p+ 38 46,940 SQ. FT. 1.08 ACRES
39 43,560 SQ. FT. 1.00 ACRES
40 44,483 SQ. FT. 1.02 ACRES
_ g'g1 997.8 r 41 43,560 SQ. FT. 1.00 ACRES
3 6 6 9 l~}tGH POINT 42 45,962 SQ. FT. 1.06 ACRES
I o° 43 45,081 SQ. FT. 1.03 ACRES
BO4 l 9$!E) T 90 x 95.0 44 68,413 SQ. FT. 1.57 ACRES
4 45 58,984 SQ. FT. 1.35 ACRES
~ ~ 102227 S T.
Og7 2.~ C ES _ 46 44,474 SQ. FT. 1.02 ACRES
/ p ® 47 93,779 SQ. FT. 2.15 ACRES
~r x 9k4 8 - - 1 -2 3 48 96,187 SQ. FT. 2.21 ACRES
J / J X -1 49 88,035 SQ. FT. 2.02 ACRES
996.3 I '
pp / 992:
/9 99 .
/ X
/ x
9963 LOT 2 991.
/ 4343 SQ. FT.
J 2.17 ACRES
993.5
I 992.7
E3-2* B-1 x
B-4 BQ3 Water Elev.
B-5 976.5
4/19/96
L 0
liar-- UMITS OF RAIN AGE EASEMENT O H WM SET
x 97 02 SQ.FT. 3/28/00
.23 ACRES
001. 991.3 rg/g-%
B- /
B-4
B 2 (Z)
1
•1
• 03/07/2008 07:55 AM
PAGE 1 OF 1
Parcel 026-1126-03-000 026 - TOWN OF RICHMOND
Alt. Parcel 12.30.18.764 ST. CROIX COUNTY, WISCONSIN
Current X Application # Permit # Permit Type
Creation Date Historical Date Map # SalesOArea 00 p =Current owner, c =Current co-owner
owner(s):
Tax Address: O - BRUSHY MOUND PARTNERS
BRUSHY MOUND PARTNERS C - LLP
LLP
PO BOX 445
NEW RICHMOND WI 54017
operty Address(es): Primary
Districts: SC =School SP =Special 1665 WATERS EDGE DR
Type Dist # Description
SC 3962 NEW RICHMOND
7r
SP 8020 UPPER WILLOW REHAB DIST
SP 1700 WITC
Legal Description: Acres: 2.240 Plat: 08-013-WATERS EDGE LOTS 1/49 2000
Block/Condo Bldg: LOT 03
SEC 12 T30N R18W PT SW SE & SE NW WATERS
EDGE LOT 3 2.240AC Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
12-30N-18W SW SE
Parcel History:
Type
Notes:
Date Doc # Vol/Page PLAT
09/29/2000 630775 8/13
2008 SUMMARY Bill Fair Market Value: Assessed with:
0
Last Changed: 06/20/2002
Valuations:
Land Improve Total State Reason
Description Class Acres
RESIDENTIAL G1 2.240 57,000 0 57,000 NO
Totals for 2008: General Property 2.240 57,000 0 57,000 Woodland 0.000 0 0
Totals for 2007: General Property 2.240 57,000 0 57,000 Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: 1210411998 Batch PRGRM
Specials: Amount
User Special Code Category Special Assessments Special Charges Delinquent Charges
00
0.00 0.00
Total