HomeMy WebLinkAbout026-1126-30-000
wisQe.sin Department of Industry, SOIL AND SITE E V A L U R T Page 1 of 3
.-Labor and Human Relations
Division of Safety & Buildings 1
in accord with ILHR 83. dm. Cod'e,COUNTY
ls~ Attach complete site plan on paper not less than 8 1/2 x 11 inches in sjIan r blude, bul St. Croix
not limited to vertical and horizontal reference point (BM), direction an f slope, scale or •00 RCEL I.D. # Dl-
~
dimensioned, north arrow, and location and distance to nearest road. I )~yl 1 k 1~ Q p 1426,30-cv~
GPd~ VI WED BYy~n DATE q
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMA1~~
PROPERTY OWNER: PER ATIO
Derrick Const., Inc. 1/4,S 12 T 30 N,R 18 fR(or) W
PROPERTY OWNER':S MAILING ADDRESS LO UBD. NAME OR CSM #
1505 Hy. #65 30 na W S
CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE [3TOWN NEAREST OAD
New Richmond, WI. 54017 (715 246-2320 Richmond 140th St.
[x] New Construction Use ] Residential ! Number of bedrooms 4 [ J Addition to existing building
Replacement [ ] Public or commercial describe
Code derived daily flow 600 gpd Recommended design loading rate . 7 bed, gpd/ft2_8 -trench, gpd/ft2
Absorption area required 858 bed, ft2 750 nch, ft2 Maximum design loading rate .7 bed, gpd/ft2_trench, gpd/ft2
Recommended infiltration surface elevation(s) 99.60 ft (as referred to site plan benchmark) y`
Additional, design / site considerations trenches spaced to code 4.00' below grade - Lo ° ,J s Gfw-
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 F&] S El U KI S E3 U F] S ❑ U ® S El U as ❑ U ❑ S 6J U
SOIL DESCRIPTION REPORT (,,k ~o:j~sl S k
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Botx>dary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Tech
1... _ 1 0-8 10 r 2/2 none sl 2m r mfr cs 2f .5 .6 •S-
2 8-22 7.5yr 4/4 none is os mvfr if .7 .8 . ~
Ground 3 22-90 7.5yr 4/4 none cos os ml na na .7 .8
elev.
103.6 ft.
Depth to _ ~~C--
limiting - e
factor `
+90"
Remarks:
Boring #
1 0-15 10 r 4/3 none sl 2m r mvfr 2f .5 ~!.6
2 15-90 7.5 r 4/4 none cos os ml na na .7 .8
Ground
elev.
103.6ft.
Depth to
limiting
factor
+90"
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200th. e New Ric and WI 54017
Signature: Date: 6-22-2000 CST Number: m02298
-
PROPERTYOWNER Derrick Const., Inc .,SOIL DESCRIPTION REPORT Page 2 c 3 ,
PARCEL I.D. # pending
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trend
1 0-12 10 r 4/3 none sl 2mgr mvfr cs 2f .5 .6
2 12-25 7.5 r 4/4 none is os mvfr if .7 .8
Ground 3 25-% 7.5 r 4/6 none cos os m1 na na .7 .8
elev.
101.6 ft.
Depth to
limiting
factor 24 o
+90"
Remarks:
Boring #
1 10-12 10 r 3/3 none 1 2msbk mfr cs 2f .5 .6
. 2 12-39 10 r 4/4 none sicl 2msbk mfr if .4 1.5
Ground 3 139-86 7.5 r 4/4 none is osg mvfr na na .7 .8
elev.
99.9 ft.
Depth to
limiting
factor
+8611
Remarks:
Boring #
1 0-11 10yr3/3 none 1 2msbk mfr cs 2f .5 .6
5 2 11-38 10yr4/4 none sici 2msbk mfr gw if .4 .5
3 38-84 7.5yr4/4 none is Osg mvfr na na .7 .8
Ground
elev.
99.8 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 SMINWI S12-T3 0N-R18w New Richmond, WI 54017
MPRSW-3254 town of Richmond (715) 246-6200
lot #30-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 vas conducted.
1 11=40'
= top of 1-- pvc pipe C el. 100.00'
t. BM. top of 1" pvc pipe .C e 011 0.20'
C
l~
1
6A
r
lop
Gary L. Steel
6-22-2000
83.X L(@)B-1W C
OT- 46
124 SQ.FT. 9741 $
64 ACRES X _ -1 V 7020-1
6 I `
96..
9 x B
9 .5
O B -12 3.9
\ f 8
Q'~ X 9
~
y ~~X \ 7 9 ~a E 995.3 X / B 4 .•1.
99 \ 995 99:
_ a o
Bo 9+0 1100 0 B-1
-2 9 1
X ++r 99 .5 X
t 997.3 m I 989.1' B -05
X 'o
T
c°§ 7. B~B 1
t1,' \
74 T
1. 7 .6 60 2 ~<r F`~-- 9 92 4 l
.o B 2 997.7
B B ~1 1. A ES 9913
6R NT X
29
987.9
985.7 3 ~_1 2 85 7 SQ.FT
6~4 - - 9& 0 198 1 N 997.4 1.9 ACRES
-9/~ r
X 5.0 20' Drainage E
f o'l 98
I tted Lands
water Elev. Joh n_Hopkins
40th St. 976.5
4/19/96 Zoned _Ag Res
L 1621-140th St.
109 EAST THIRD STREET. P.O. BOX 325 A , 100
NEW RICHMOND. WISCONSIN 54017 I v
'IL ENGINEERING PHONE: (715)246-4319 FAX: (715)246-4319 SCALE IN GRAPHIC