HomeMy WebLinkAbout020-1062-10-050
1250
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Soil Service
County
Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must St. Croix
7
include, but not limited to: vertical and horizontal reference point (BM), direction and -
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. vim-(/
Please p 'nt a " Rev- ad B Date
- IL I#
Personal information you provide m be used for secondary purposes (Privacy s. 15.04 (1) (m)).
Property Owner { r: 2003 Property Location
Anderson Holdings Govt. Lot na NW 1/4 NW 1/4 S 23 T 19 W
Lot
Property Owner's Mailing Address # Tta k # Subd. Name or CSM#
720 Norflex Dr. 7 CSM Volu a 10 Pg. 2778
City State Zip Code Phone Number City _j Village N Town Nearest R
Hudson WI 54016 651-426-9064 Hudson Norflex Dr.
New Construction Use: J Residential / Number of bedrooms 0 Code derived design flow rate GPD
J Replacement Public or commercial - Describe:commmercial, not enough information
Parent material outwash Flood plain elevation, if applicable na
General comments
and recommendations: System elevation 94.10 ft, trenches spaced and depth to code 5.5 ft below grade
Boring # I Boring
LVJ Pit Ground Surface elev. 99.50 ft. Depth to limiting factor 140 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Muruell Qu. Sz. Cont Color Gr. Sz. Sh. "Eff#1 *Eff#2
1 0-12 10yr3/2 none sil 2msbk mfr gw 1vf .5 .8
2 12-25 10yr4/4 none sicl 2msbk mfr gw na .4 .6
3 25-65 7.5yr4/4 none sl 2msbk mfr gw na .5 .9
4 65-140 7.5yr4/6 none cos osg ml na na .7 1.6
a Boring # I Boring
Pit Ground Surface elev. 99.00 ft. Depth to limiting factor 140 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/4'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2
1 0-10 10yr3/2 none sil 2msbk mfr gw 1f .5 .8
2 10-30 10yr4/4 none scl 2msbk mfr gw na .4 .6
3 30-48 7.5yr4/4 c2d7.5yr5/6 sl/scl 2msbk mfr gw na .4 .6
4 48-65 7.5yr4/4 none sl 2msbk mfr cs na .5 .9
::5 :1615-140 7.5yr4/6 none cos osg mvfr na na .7 1.2
" Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BOD5 s30 mg/L and TSS <30 mg/L
CST Name (Please Print) - Signature: CST Number
David J. Steel 248956
Address Steel Soil Service Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, WI 54017 4/22/2003 715-246-5085
Property Owner Anderson Holdings Parcel ID # pending Page 2 of 3
3 ] Boring # J Boring
0Pit Ground Surface elev. 99.50 ft. Depth to limiting factor 145 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 10yr3/2 none sil 2msbk mfr cs 1f .5 .8
2 10-29 10yr4/4 none sicl 2msbk mfr gw 1vf .4 .6
3 29-44 7.5yr4/4 none sl 2msbk mfr gw na .5 .9
4 44-65 7.5yr4/4 none Is osg mvfr gw na .7 F1. 5 65
-145 7.5yr4/6 none cos osg mvfr na na .7 4] Boring # J Boring
M Pit Ground Surface elev. 99.60 ft. Depth to limiting factor 140 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Ef1#1 *Eff#2
1 0-12 10yr3/2 none sil 2msbk mfr gw 1vf .5 .8
2 12-28 10yr4/4 none sicl 2msbk mfr gw na .4 .6
3 28-46 7.5yr4/4 c2d7.5yr5/6 sicl 2msbk mfr gw na .4 .6
4 46-65 7.5yr4/4 none sl 2msbk mfr gw na .5 .9
5 65-140 7.5yr4/6 none cos osg mvfr na na .7 1.6
F-sl Boring # M Boring
_ Pit Ground Surface elev. 99.50 ft. Depth to limiting factor 140 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-12 10yr3/2 none sil 2msbk mfr gw 1f .5 .8
2 12-16 10yr4/4 none sicl 2msbk mfr gw 1vf .4 .6
3 16-36 10yr4/4 none sl 2msbk mfr gw na .5 .9
4 36-65 7.5yr4/4 none Is osg mvfr gw na .7 1.2
5 65-140 7.5yr4/6 none cos osg mvfr na na .7 1.6
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <_30 mg/L and TSS <30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
Page 3 of 3
STEEL'S SOIL SERVICE INC.
David J. Steel 1564 Cty Rd GG
CST-POWTSM Anderson Holdings New Richmond,WI 54017
Lic. #248956 NW1/4,NW1/4,S23,T29N,R19W Bus.(715) 246-6200
Town of Hudson, St.Croix Co. Fax (715) 246-9372
Lot 7
Legend
1" = 40'
♦ =Benchmark Ele. 100.00Ft
Top of 3/4" PVC pipe
• =Alt Benchmark Ele. 100.00Ft
Top of 3/4" PVC pipe
F-1 = Borings
Boring Elevations
B 1 = 99.50Ft
B2 = 99..OOFt
B3 = 99.50ft
B4 = 99.60ft
B5= 99.50ft
99,
Z~c S
57,
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N
ci v
9
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cocfi 3/4" REI-AR FOUND \ \ 1 I j
w~a-- N70°31'05"W 9.82 FROM \ \ I ~t
BEY 1"! „ON PIPE \ \ j j~tJ l
S00°05'26"W i N00 05 26 E 670.31 m N c N
- 148•96' 1, 364.99; 1 371.20' 299.11' AW \ I 0 - ' m z C
WEST UNE OF THE w Z ° ZS- 'A
N89027'47 lI~ o1vn cn I m g Z A z <
198. zim r' 1 \ NW1/4 NW114 OF { ~ o T" j -jo m0 0
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1 0 0 _ i .r'1 ;o W n - r C l 1 to
Wiscortsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
Labor and Human Relations
Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St. Croix
not limited to vertical and horizontal reference point, (BM), direction and % of slope, scale or PARCEL I.D. #
^f /V`~'GIl^
dimensioned, north arrow, and location and distance to nearest road.
REVIEWED BY r IV- DATE
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION ,
PROPERTY OWNER: PROPERTY LOCATION
hTorf_lex Inc. T Mq 1/4 Nid 1/4,s 23 T 29 N,R 19 x>£(or)W
PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR M #
12.200 Goodwiew Ave.N. n /a n /a n/a Low
CITY, STATE 7~p cQp~ PHONE NUMBER ❑VILLAGE UrOWN NEAR ST ROAD
1Ihite Bear lake, rW. 5511(1 (612 426-1001 Tudson St. I-Ty. #12
New Construction Use [ ] Residential / Number of bedrooms [ ] Addition to existing building
j ] Replacement [ Public or commercial describe n far•ti1ri n¢
Code derived daily flow 2400 gpd Recommended design loading rate . 7 bed, gpd/ft2.8 trench, gpd/ft2
Absorption area required 3423 bed, ft23000 trench, ft2 Maximum design loading rate . 7 bed, gpd/ft2 .8 trench, gpd/ft2
Recommended infiltration surface elevation(s) q_5 , 85 ft (as referred to site plan benchmark)
Additional design / site considerations
Parent material outwash. Flood plain elevation, if applicable n/a It
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U= Unsuitable fors stem AR S ❑ U Al S❑ U ARI S❑ U 124 ❑ U ❑ S ii iju J. ❑ S fRU
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
.l 1 -16 1 3/ 1 none L. ? n sbk mfr c 2
2 16-33 1 Tr5/4 none sil. i f sbk mfr c s 1/f .2 .3
Ground 3 k3--339 10yr5/4 none Is. 0/sg ml n/w n/a .7 .8
99e1-5' ft. 4 39-90 10yr5/4 none co.s. 0/sg ml n/.a n/a .7 .S
Depth to
limiting
factor
->90
Remarks:
Boring #
1 0-17 10yr3/1 none L. 2/m/sbk mvfr c/s 2/f. .4 .5
2 17-40 10yr4/4 none sil. 1 f sbk mfr c`a 1 f 2 3
3 40-46 10 r5/4 none is. 0 s ml 8
Ground
elev. 4 46-11 1
100.1 5 ft.
Depth to p
limiting
factor
>110 e L Gi =
Remarks: C
CST Name: Please Print n Phone:
C_irV T.- Stpel 715-246-6-200
Address: 1554 F` - ti
Signature: Date: CST Number:
12-21-92 2298
PROPERTY OWNER a/Z-1`WX X11C . SOIL DESCRIPTION REPORT Page ? of 3
PARCEL I.D. #
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence BoundEry Roots GPD/ft
w»>. in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed TT-w&
gM, `
1 0-25 10yr3/1 none L. 2/m/gr. mfr cls 2/f 4 .5
25-41 10yr4/4 none sil. 1/f/sbl; mfr c/w 1/f_ .2 .3
Ground 3 41-47 10vr5/4 none Is. 0/sg ml g/w n/a .7 .8
elev.
1QD-40 4 47-11 1 r5 4 noen co.s. 0/s m_t n/a n/a .7 .8
Depth to
limiting
factor
>110
Remarks:
Boring #
} 1 0-12 10yr3/1_ none L. 2/m/gr mfr c/s 2/_f .4 .5
'
, 2 1-2-32 10vr4 4 none sil. i/f
4 / /sbk mfr /s 1/f .2 .3
3 32-42 10v r5/4 c2,0 10.yr5/8 sil. 1/f-/sbk mfr c/w 1/f .2 .3
Ground
elev. 4 142-111" 1. r5/4 noen co.s. 0/sg m_t n/a n/a .7 .8
99.(6
Depth to
limiting
factor
>110
Remarks:
Boring #
1 0-21 10yr3/1 none:: L. 2/m/gr mfr c/s 2/f .4 .5
5 2 ,1-38 loyr4/4 none
mfr w 1 f .2 .3
Ground 3 38-11 10yr5/4 none co.s. 0/sg ml n/a n/a .7 .8
elev.
Depth to 1 /4 s .&sil_. lens at 72' non-con i ous in boring lens 13'x361
limiting
factor
>1.10
Remarks:
Boring #
1 0-17 10yr3/1 none L. 2/m/gr mfr c/s 2/f .4 .5
6 2 17-40 10yr4/4 none sil. 1/f/sbk mfr g/w 1/f .2 .3
w
Ground 3 40-44 7.5 4/4 none s1.. 2/m/sbk mvfr g/w 1/f_ .5 .6
elev.
100.26 4 44-10 10vr5./4 none co.s. 0/sg ml n/a n/a .7 .8
Depth to
limiting
factor
_>1QL_
Remarks:
SBD-8330(8.05/92)
STEEL'S SOIL SERVICE
1554 t. ve.
Gary L. Steel
C.S.T. 2298 NTorflex Inc. New Richmond, WI 54017
MPRSW-3254 NW:4- [Ao~,, S23-T29N-RI91T (715) 246-6200
Hudson, township
St, Croix Coutny
a r6
su "L/tti
~f
I
19~ \
I
T '
elevations within 100' of all sides
of area are less than 1' difference
-7 d t
4o ~v C-6 ~2
v
FORM NO. 985-A
w S Kc mnar
I/V1 1 ~ ~ Q~
Stock No. 26273
l APPROVED
518326 JUN 2.71'941
t CERTIFIED SURVEY MAP NO. 2778 ST. CROIX COMTy
VOLUME PACE 2778 co-nPrZo~ ng
rya01 PART OF THE. NE. 114 - NE. 114, SECTION 22, Parks Coxnm't3ee
PART OF THE SE. 114 - SW.1/4, SECTION 14,
o, ~ ' PART OF THE NW1/4 - NW.1/4 AND NE.114 - NW. 114, If not recorded
SECTION 23, ALL IN TOWNSHIP 29 NORTHN within 30 ton rA
RANGE 19 WEST, TOWN OF HUDSON, ST. CROIX CO., WI aPPr0vW"0
o= I6 N.00°05'26"E. (N.00°5317"E.) 670.31 (6 a4\') approval q'hW+bo
_ J 2 $.00°0526 W. 664.09 (N.00404'51"E.) O E• LINE OF NE-NE, _SEC. 22 Rug v
_ 1178.94 (1178.73') NW. CORNER
2 O SEC. 23, T29N, R19W
3 ° 148.96 143.33' (S.0 0°04'51°W.) 5.00°05'26"W. 1327.90' FND. MONUMENT
f„ v, Z (14 9.15'
) N (p
CO OJ OD (149.29) V CJ PREPARED FOR+
o (0I 5 141.90' v p N \ ROBERT AND RSON
a (°I 149.05 - o 12,200 GOODVI W AVE. N.
N N N -a WHITE BEAR LAKE, MN 55110
8 N.00°105'26" so '56
N89°, 5242"w 208.24' ( Z
a Ctrl 5.00007' W. N, BEARINGS REFERENCED TO THE
Li I5' 177.90' O \ NORTH LINE OF THE NW. 114,
O) wo SEC. 23, ASSUMED N.89006'48"W.
1 186.65 _
U I 1 87.26 m_ 0War~n~r.~i
.~*\c O IV
N.00°07, 42 E. \ O \m
? o
N a o w III I * DONALD M.~'*
CLARK
.4- 1 IV V O I ` r ~1 S
S-1580
of N r e~, o+ ~`I I m 1 MENOMONIE
44
~IW . 4 w \ , .a OS
d I (S.01°31 02E.) ; m U
z S.01°3038 E. 310.61'
II37' 296.90' y N
o~p o\~ \ 2
y o II I a (5.(310.78') Z o o OA 02°10'36"E.) OO co_ \ A/ /'i•C~"~
Q (D
\ ca 0 a4l OCr /99 5
-1
A
E: o
1 ( z (n O w. \ W
N fn \ f DRAFTED BY 0, CLARK
z 4~ - IF) t
16 1~ CN SCA L E. 1": 300'
1 C E. LINE OF NW-NW, SEC 23
o v+ N 0 50' 100' 200 300' 500'
k---*
a ' ' D O
i Z O_ A N
IN
I F ° m twp - w i~
(N.02°10'36"W.)
A
(315. 78') N A 6~ o v O kj` N
296.94' ; ` o_ v1 T N LEGEND:
N.01°30'38"W. 315.71 n o z w~ \ Q'- GOVERNMENT COR.
(N.01031'02"W.) ~ w w
oa 4
O a0 to i ro o -FND I" 1. PIPE
y -1 y D o 0 - SET 3/4" x 2d' RE-BAR
°y Q y o + " tT WEIGHING 1.502 LBSA.F.
1 O D n C N z tT_
? A p Y'~ p ' \ _ ~1 ( ) -RECORDED AS
m N 01 y m > A
rM
N I N w a p 00
a p x m w ~i 0 y n r w
CL Y,
I' N Z - CU w 50 50
w
I ° T (0 °
w w m
a -41 1. 1.
.14 0 55 .0
000_ 1.14 "D y (3) I 'i LL- vn O
o
ylW
L~'-SIET8ACK LN. 100' FROM R/W OJ \ m ( (S'O0000'10' W
V o of 1 m' (137.75') w
(S.00°2926"W.) o v w 379.21'S00"00'16'bV
S.0003009"W. 1062.83 8 _ .000 30,09"W 137.86
_ C) E. LINE OF SW.1/4,SEC
E. LINE OF NW. 1 4y SECL23 _ _ _ 1088.47 _ _60.G'I 144.31 % 14
6'~ " S.00°08'23°W. 1312.79 - 383.70
(S.00008'06"W. 1312.84') NORTH V4 CORNER $•00°00'47"W.~
CEDAR CORPORATION SEC. 23, T29 N, R 19w
604 WILSON AVENUE FND.2"1. PIPE (S.00°00'23'W.383.59'1
MENOMONIE, W154751 UNPLATTED LAN_DS_
(715) 235-9081 Volume 10 Page 2778 PAGE! OF 4
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