HomeMy WebLinkAbout026-1126-34-000 (2)
WIlconsinOepartment of Industry, SOIL AND SITE E V A L U AT I Ift-P O RT, Page 1 of 3
Labor and Human Relations r
Division ofafety & Buildings in accord with ILHR 83.05, Qode
!
Croix
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. P n ust i, but OO PA D. #
not limited to vertical and horizontal reference point (BM), direction and % o ~o e, scale or D~ av'6
dimensioned, north arrow, and location and distance to nearest road. Q BY DATE APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION y~};J~~c~ o `f
PROPERTY OWNER: PAQXM LO N
Derrick Const., Inc. GOV'f 114`. ;NW`S 12 T 30 N,R (or) W
PROPERTY OWNER'-.S MAILING ADDRESS LOT # IJO . NAME OR CSM #
1505 H #65 BM Lky r>
CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE [2'OWN NEAREST ROAD
New Richmond, WI. 54017 (715 246-2320 Richmond 140th St.
[ New Construction Use [x ] Residential I Number of bedrooms 4 [ 1 Addition to existing building
j ] 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 tre , ft2 Maximum design loading rate 7 bed, gpd/ft2__,Ltrench, gpd/ft2
Recommended infiltration surface elevati (s) 97.90 :1-,~ ft (as referred to site plan nchmark)
Additional design / site considerations ' ' 1 rw ;trade ) -
Parent material outwash Flood plain elevation, if applicable na ft
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE VAT-GRADE SYSTEM IN FILL HOLDING TANK
U = Unsuitable fors stem ® S El U ®S ❑ U ®S ❑ U 06 ❑ U )7 S ❑ U ❑ S RU
SOIL DESCRIPTION REPORT CtkL A oe J (i ?'M
De th Dominant Color Mottles Structure GPD/ft
Boring # Horizon p Texture Consistence B~ndary Roots
in. Munsell Du. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 1 0-9 10 r 3/3 none • 5
2 9-30 10 r 4/4 none sicl 2msbk mfr if
Ground 3 30-96 7.5 r 4/4 none cos s
elev. r - = «
101.8 ft. -
n
Depth to
limiting
factor
+9011
Remarks:
Boring #
1 0-12 10 r 3
2 12-32 10 r 4/4 n I
--na- na .7 Ft
3 32-96 7.5 r 4/4 none cos o
Ground
elev.
101.9 ft.
Depth to
limiting
factor
+96"
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200th. Ave., Njrw Richmond 54017
? Date: 6-22-2000 CST Number: m02298
Signature:
PROPERTY OWNER Derrick Const., Inc.SOIL DESCRIPTION REPORT Page 2~of
PARCEL I.D. # pending
Depth Dominant Color Mottles Structure GPD/ft
Boring # Horizon Texture Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 0-12 10 r 3/3 none 1 2msbk mfr cs 2f .5 .6 r
2 12-30 10 r 4/4 none sicl 2msbk mfr if .4 .5 I
Ground 3 30-96 7.5 r 4/4 none cos os ml na na .7 .8
elev. _
101.0 ft.
Depth to
limiting
factor 3 2 L
+96"
Remarks:
Boring #
1 0-12 10 r 3/3 none 1 2msbk mfr cs 2f .5 .6 •S1
`:..:....4..`...' 2 12-42 7.5 r 4/4 none ms sl 2msbk mvfr if .5 :.6
Ground 3 42-90 7.5 r 4/4 none cos os ml na na .7 .8 fi
elev. =
100.0ft.
Depth to
limiting
factor
+90"
Remarks:
Boring # 1 0-11 10yr3/3 none 1 2msbk mfr gw 2f .5 .6
2 11-1 10yr4/4 none sicl 2msbk mfr gw if .4 .5
Ground 3 17-9 7.5yr4/4 none co s Osg ml na na .7 .8
elev.
100.0ft.
Depth to
limiting
factor
+90"
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
rv`
STEEL'S SOIL SERVICE
Gary L. Steel Derrick Construction, Inc. 1554 200th Ave.
CSTM2298 WIWI S12-T30N-R18w New Richmond, WI 54017
MPRSW-3254 town of Richmond (715) 246-6200
lot #34-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 ShOvn
as permanent lot lines were not established at the time the test was conducted.
-1"=40'
_
l•= to of 1" pvc pipe C el. 100.001
t. Bm. top of 1" pvc pipe C el. 97.00'
C=
V~
Gary L. Steel
6-22-2000
0I f
. •c _ ~ ~ \ 'boo ~ 11
' IIE
0
co LO 34
0
842 6 SQ:IFT4.4
= 1.9 ACRES 995.8
992.9
cnl 8019 • /y~
• g(n**)~ • B-2 N I I ~ 9 .925 YEAR~H.VY.tr ~N7
88 , - • B-_I
Q I v 8g 99~
I
pl IOT~3
N I 11446 SQ. T96
-\2.63 RES~97''~
\
2 9952
J X95.
99 L9 4.
6 96'l sQ.
998 2.22 ES
cf) 27,
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I I I 1014
-0 4-j i ~
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01 011 I
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REV. DATE REMARKS DESIGNED: ACS
M06-T-03/1144/00 00 ADDED ROAD DRAWN• ACS/TRD
A E
ADDED 100 YEA FLOOD
00 LWCD C MMENTS CHECKED: LAND SURVEYING & CI
0 DNR OHWM DATE: RV Y FI
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