HomeMy WebLinkAbout026-1126-21-000 (2) 1
Wisconsin Department of Industry, SOIL AND SITE E V A L U A T P T Page 1 Of 3
Labor and Human Relations
Droion cSafety Buildings in accord with ILHR 83.05 \ ' dm. Code UNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in siz mu ~alu e, but St. Croix
not limited to vertical and horizontal reference point (BM), direction and ° lope, scale orl~ `ZODa EL LD. # PZ& -
dimensioned, north arrow, and location and distance to nearest road. - •i'ng 112 6-21
G
5~ N WED BY DATE
APPLICANT INFORMATION-PLEASE PRINT ALL INFO RMATI 'k-, \c~
cA~F R-6 • 09
PROPERTY OWNER: \Ng~ RTY 40A t 10N
Derrick Const., Inc.,t 1/4,S 12 T 30 N,R 18 R(or) W
PROPERTY OWNER':S MAILING ADDRESS LOT # # -SUBD. NAME OR CSM # 4T~w S
1505 Hwy. #65
CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE [MOWN NEARES ROAD
St.-
New Rir!hrnond. WT_ li4n`17 ( Richmond
[ :j New Construction Use [x [ Residential/ Number of bedrooms 4 [ ] Addition to existing building
j I Replacement [ I Public or commercial describe
Code derived daily flow bon 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/ft2 •6 trench, gpd/ft2
Recommended infiltration surface elevation(s) 96.50 It (as referred to site plan benchmark)
Additional design / site considerations nas
Parent material outwash over drift Flood plain elevation, if applicable na It
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U = Unsuitable fors stem :91S ❑ U [XS El U KI S El U ®S ❑ U ❑ S ® U ❑ S ® U
SOIL DESCRIPTION REPORT_ ~.il4n o.o l,'Zcx)o
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 0-11 10 r 3Z3 none I 2mqbk mfr rq if -5 -6
2 11-19 10 r 4/4 none sici 2mqbk mfr aw if .4 -5
Ground 3 19-27 7.5 r •
• elev. }
100.5ft, 4 27_ 77. 7.5vr 4/6 non in- MR cisg MI 9W nA
Depth to 5
limiting
factor /
q6
+8411
Remarks:
Boring #
1 0-8 10 r 3/3 none 1 2msbk mfr aw .6
•5
2 8-20 10 r 4/4 none sici 2msbk mfr CIW if .4 .5
Ground 3 20-82 7.5 r 4/6 none is os ml: w na .7 8
elev. 4 82_ '
100.01t.
Depth to
limiting 2
f +90211
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200th. Av New Ric mond I 54017
Signature: Date: 6_15-2000 CST Number: m02298 j
PROPERTYOWNER Derrick Const. Inc. SOIL DESCRIPTION REPORT Page 22 of _3
PARCEL I.D. # 12endi_ng y # r
Depth Dominant Color Mottles Texture Structure Consistence Bourxby Roots GPD/ft
Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 0-11 10yr 313 none I 2mqbk mfr Mg if -5 .6 ~7'
y- 2 11-22 10 r 4/4 none sici 2msbk mfr crw 1f .4 .5
Ground 3 22-80 7.5 r 4/4 none • 5^
100.2 ft. 4 80-86 5 r 4/4 y S
Depth to
limiting
factor
+86"
i
Remarks:
Boring #
S
1 0-10 10 r 3/3 none 1 2msbk mfr CS 2f .5 .6
2 10-22 10 r 4/4 none sici 2msbk mfr Cfw if .4 .5
Ground 3 22-32 7.5 r 4/4 none fr na f .4 .5
elv.
99.8 ft. 4 32-82 7.5 r 4/4 none ms os mvfr na na .7 .8
5 82-90 5yr 4/4 none sl 2msbk mvfr na na .5 .6
Depth to
limiting
factor
+90"
Remarks:
Boring #
1 0-10 10 r 3/3 none mfr 2f .5 .6 . r
5 2 10-22 10 r 4/4
none sicl 2msbk mfr if .4 `.5
Ground 3 22-84 7.5 r 4/4 none fr na na .5 ` .6
elev.
100.5 ft.
Depth to
limiting
factor
+84"
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 #21=Brushy Mound Lake
i
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.
N
1"=40'
top of 1" pvc p ipe C el. 100.000_'
t. B = top of 1,, pvc pipe @ eo. 99.30'
~ r
3 2'
a,
Gary L. Steel
6-15-2000
: V U-0...... . X 88544 S(~.P I.
N~~ •Q 995.2 ,03 ACRES 998 X
1I 993.7\
1863 SQ. FT. X T 5 B_ 999..'
ES -3 ~
YEAR H.wE. J~_3930 SQ. FT. \ 96 g_
;3s~.st 19 ACRES
993.7 g04
LIMITS OF 'fiR E EASEMENT
/ v
Earinit B 4* B-5
X p /
994.1 B-3
27 994.5 O
LO -2 X
87293 SQ.FT. B-1 / 2
.
SO. FT. 2.00 ACRES /
~ES
- /
996 '4
O
B-40 • B-1 x ---V
O /
B-3 997.5
\ B-2O g_4 ~
9.8 B-5 • 99g~\ 0/ o /
84924 SQ.FT.
-1.95 ACRES LOT ZO
85765 SQ.FT. Q
1.97 ACRES B-5 o°
LOT X
999.2 B-2 B SQ.FT. 99~" \
X
- BO3 X 998.6 1.84 80020 ACRES i\
B0 B-5 ax
t ' *8 8
12' U411ty Easement o
ROPOSED TOWN ROAD o ,
P o
X
999.5 -
NOTE: The parcel(s) shown on this map is/are subject to State, County and
Township laws, rules and regulations ( i.e. wetlands, minimum lot size, access
to parcel, etc.). Before purchasing or developing any parcel, contact the St.
Croix County Zoning Office and the appropriate Town Board for advice.
CONTOURS ARE SHOWN AT 2 FOOT INTERVALS.
ELEVATIONS ARE BASED ON AN ASSUMED DATUM. Building
HIGH WATER ELEVATION FOR PONDS ARE CALCULATED FOR A 25 YEAR STORM EVENT. (100' fron
(75' from
DRAINAGE EASEMENT RESTRICTIONS:
NO GRADING OR CONSTRUCTION WITHIN DRAINAGE EASEMENTS.
I hereby certify that this map was prepared by me or under my PRELIMINAR'
direct supervision, that it is true and correct to the best of my
100 knowiedge and that I am a duly Registered Land Surveyor under
the laws of the state of Wisconsin. 0 CONCEPT I Premirm and at rE