HomeMy WebLinkAbout026-1126-20-000 (2)
Wisconsj~ Department of Industry, SOIL AND SITE E V A L fA Page of
F Labor and Human Relations
'Division of Safety & Buildings in accord with ILHR 83.0 Code
C NTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in sizedebut
F not limited to vertical and horizontal reference point (BM), direction and r JP dimensioned, north arrow, and location and distance to nearest road. APPLICANT
INFORMATION-PLEASE PRINT ALL INFORMATIO ~Gpuct~Gy,r,L DA
TE
fZO -0 9 -6-04
PROPERTY OWNER: TY CATION_
Derrick Const. Inc. G6N( ,Wt i ',1/~' 1/4,S T N,R (or)W
PROPERTY OWNER':S MAILING ADDRESS LOT # UBD. NAME OR CSM # W rl'( S
1505 By. #65 na --glade f I
CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE ®TOWN N A OAD
New Richmond, WI. 54017 (719 246-2320 Richmond 140th St
[xJ New Construction Use k J Residential / Number of bedrooms 4 [ ] Addition to existing building
[ ] 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 1Q00 trench, ft2 Maximum design loading rate .5 bed, gpd/ft2- -6_trench, gpd/ft2
Recommended infiltration surface elevation(s) ✓ 96.30 ft (as referred to site plan benchmark)
Additional design / site considerations
Parent material outwash Flood plain elevation, if applicablila ft
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U = Unsuitable fors stem ® S ❑ U Ed S ❑ U us ❑ U E.R S ❑ U ❑ S (~U ❑ S EaU
SOIL DESCRIPTION REPORT CO&CAJ3j, n, ?fsoD
41
Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/Tr'At
Boring # Horizon in. Munsell Du. Sz. Cont. Color Gr. Sz. Sh. Bed T1 0-12 10 r 3/3 none I 9m,-,hk mfr CIA CR; -A
2 12-20 10 r 4 4 none sici 2msbk mfr CLW "If .4 -9
~
Ground 3 120-84 S~
elev.
99.9 ft.
Depth to 9G ,
limiting
factor 43.2- /7q. 2-
"
+84
Remarks:
Boring #
•S
1 10-9 10 r 3/3 none 2msbk mfr rR if
2 9-24 10 r 4/4 none
Ground
elev.
100. lft.
Depth to
limiting S ~r
factor
+84"
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 204v .,New Richm d WI 540
Signature: Date: 6-15-2000 CST Number: m02298
PROPERTY OWNER Derr;t!k rnngt.- Inr, SOIL DESCRIPTION REPORT Page --2-,ot-4
PARCEL I.D. # pending
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Baxxiary Roots GPD/ft
in. Munsell Clu. Sz. Cont. Color Gr. Sz. Sh. Bed Tnich
1 0-11 10 r 3 none 2msbk mfr CS if .5 .6 s
3
2 11-22 10yr 4/4 none sici 2msbk mfr 9w if .4 .5
Ground 3 22-84 7.5 r 4/4 none na .5 .6
elev.
100.2 ft.
Depth to
limiting
factor , $ 8?
+84"
Remarks:
Boring #
1 0-10 10 r 3/3 none 2 k mfr cs if .5 .6
tii<4 2 10-22 10 r 4/4 none sici 2msbk mfr if .4 .5
Ground 3 22-86 7.5 r 4/4 none si/MS 2msb fr na .5 .6 . S
elev.
100. 3t. 86-90 7.5yr 4/4 damp wet Os mvfr na na .7 .8
Depth to
limiting
factor ca 4~wl M
+90"
Remarks:
Boring #
1 0-12 10 r 3 3 none 1 2msbk mfr cs 2f .5 .6 S^
S2 12-24 10 r 4/4 none sici 2msbk mfr if .4 .5
3 24-84 7.5yr 4/4 none ms/sl 2msbk mvfr na na .5 .6
Ground
elev.
1.00 • ~t•
Depth to
limiting
factor
11
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 SE4NWq S12-T30N-R18W New Richmond, WI 54017
MPRSW-3254 town of Richmond (715) 246-6200
lot #20-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.
r1"=40'
- to of 1 "pvc pipe C el. 100. '
= top of 1" pvc pipe C el. 100.40'
Gary L. Steel
6-15-2000
: V fj-5 X 88544 SG2.P 1.
6 O 995.2 .03 ACRES
. FT. 1 "Vg x 93.7 8 999.E
I3 SQ X
g_ • L Q, _2
T 5
ES -3 B-1
75 YEAR H.w:E. X3930 SQ. FT. • 96
990.0 19 ACRES g~4 .
993.7 B-5 0
LIMITS OF YOR E EASEMENT 13-4
Earrlt. x 0. • /
994.1 O B-3
j B-2 X 0
27 LOT 22 99458-~
j~ 87293 SQ.FT. /
FT. /
~Q• 9 / 2.00 ACRES 2.
/
DES
996 /
O
B-40 • B_1 x ---Vg
\ B-3 997.5
B-.20 g-4
9.8 B-5 •
LO B-3
84924 SQ.FT.
-1.95 ACRES LOT ZO
85765 SQ.FT. Q
1.97 ACRES B-5 o°
+ x
\ B-2 B-1 LOT + 9
X 999.2 • 80020 SQ.FT.
•
BO-4 x 998.6 1.84 ACRES 1\
B03
ox I
B-5 1 ' *aa
'
12' Ulity Easement o
PROPOSED TOWN ROAD
\ po --151,
\ 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. Building
ELEVATIONS ARE BASED ON AN ASSUMED DATUM.
00 fron
HIGH WATER ELEVATION FOR PONDS ARE CALCULATED FOR A 25 YEAR STORM EVENT. (1 (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
il>D knowledge and that I am a duly Registered Land Surveyor under
the laws of the state of Wisconsin. O CONCEPT r!