HomeMy WebLinkAbout008-1011-95-000
Wisconsin at)artment of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
`Labe!-tno tan Relations
~Divisiop of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
4 COUNTY
Attach complete site plan on paper not less than 8 1/2.x-t inches ii-size. Plan must include, but St. Croix
not limited to vertical and horizontal reference poiro,f 13 0O direction and % of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and distPf 60 tor-'near%road. 1;QQ&-;-4O1-I-95-OO0
REVIEWED BY DATE
APPLICANT INFORMATION-PLEASE ,ANT ALIPtNf¢1 QATION f Z~~d
PROPERTY OWNER: I j/IS PROPERTY L AT40N
Richard & Robert Torc3. erson GOVT. LOT NW ° i/ SE 1/4,S4 T 28 N,R 16 IE (or) W
PROPERTY OWNERS MAILING ADDRESS LOT/ BL K # SOD. NAME OR rRM s ~ - -
508 Ct . Rd. °BB° r,..: our FFIC.~ ;ha na cSU1
CITY, STATE ZIP CODE HQNE NOBER i CITY ❑VILLAGE ®rOWN NEAREST ROAD
Woodville, WI. 54028 b8473927 , ` Eau Galle 233 rd,. St.
] New Construction Use [x] Residential / Number of bedrooms 4 [ j Addition to existing bull ' g
Replacement [ j Public or commercial describe e KA io (~0vL
Code derived daily flow 600 gpd Recommended design loading rate • 5 bed, gpd/ft2 - 6 trench, gpd/ft
Absorption area required 500 bed, ft2 500 trench, ft2 Maximum design loading rate • 5 bed, gpd/ft2 - 6 trench, gpd/ft2
Recommended infiltration surface elevation(s) 100.10 ft (as referred to site plan benchmark)
Additional design / site considerations system el. based on contour line of el. 99.10'
Parent material glacial drift 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 ❑ S ® U ER S ❑ U ❑ S ® U ❑ S ®U ❑ S ® U ❑ S ® U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Structure GPD/ft
Boring # Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trends
1 0-11 10yr3/3 none sil 2msbk dsh cs if .5 1.6
1 2 11-18 10yr4/4 none sil 2msbk dsh gw if .5 .6
Ground 3 18-25 7.5yr4/4 none sl 2msbk dsh gw if .5 .6
991 ft 4 25-50 5yr4/4 c2d 7.5yr5/6 scl M na na na np !.2
Depth to
limiting
factor
25"
Remarks:
Boring #
1 0-11 10yr3/3 none sil 2msbk dsh gw if .5 i.6
2 11-23 10yr4/4 none sil 2msbk dsh gw If .5 ::.6
.5 .6
3 23-30 7.5yr4/4 none sl 2msbk dsh gw if
Ground
elev. 4 30-50 5yr4/4 c2d 7.5yr5/6 scl M na na na np 1.2
98.8 ft.
Depth to
limiting
factor
30"
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200th. Ave ew Richmond W 54017
Signature: 7 Date: 12-7-99 CST Number: m02298 11=P OL
w ~
PROPERTY OWNER R. & R. Torgerson SOIL DESCRIPTION REPORT Page- oL.3
PARCEL I.D. # 008-1011-95-000 J
Boring # Horizon Depth Dominant Color Mottles Texture Structure GPD/ft
Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 -11 10yr3/3 none sil 2msbk dsh cs if .5 .6
3
2 1-21 10yr4/4 none sil 2msbk dsh 9w if .5 .6
Ground 3 1-29 7.5yr4/4 none sl 2msbk dsh 9w if .5 .6
elev. 1
98.2 ft. 4 9-50 5yr4/4 c2d 7.5yr5/6 scl M na na na np .2
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to -
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev. j
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
STEEL'S SOIL SERVICE
Gary L. Steel Richard & Robert Torgerson 1554 200th Ave.
CSTM2298 NW4SE4 S4-T28N-R16w New Richmond, WI 54017
MPRSW-3254 town of Eau Galle (715) 246-6200
csm
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 mayor may not be as shown
as permanent lot lines were not established at the time the test was conducted.
N
111=401
.
BM.= top of 1" pvc pipe C el. 100.00'
Alt. BM.= top of 1" pvc pipe C el. 102.30, a~yt
Y7-
r
rR-
C' (1 too ~o
a
9
~ti ~G~vfiar S/ca pC ~~x1+ 5-lc„wGC~
I
I
I
i
GAry L. Steel
12-7-99
'I
Parcel 008-1011-95-000 02/05/2008 04:43 PM
PAGE I OF 1
Alt. Parcel M 04.28.16.62B 008 - TOWN OF EAU GALLE
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - CHRISTENSEN, ELIZABETH
ELIZABETH CHRISTENSEN
877 BENOY DR
HUDSON WI 54016
Districts: SC = School SP = Special Property Address(es): * Primary
Type Dist # Description aQ
SC 0231 BALDWIN-WOODVILLE AREA a
SP 1700 WITC to
Legal Description: Acres: 27.270 Plat: N/A-NOT AVAILABLE
SEC 4 T28N R16W 26.31A yy&J~EE & INC PT "k Bldg:
YING W OF LOT 2 WO U TEW RIDGE
P6 7A & PART TO HWY 94 & EXC PT S OF 1-94 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
04-28N-16W NW SE
Gars Z a 1-0-r e-Azz- dx=
Notes: A'I'L Parcel History:
Date Doc # Vol/Page Type
12/06/2004 781805 2709/360 QC
08/12/2003 735214 2360/286 EZ-1
06/10/2003 725118 2268/497 WD
10/04/2000 631089 1548/126 WD
2008 SUMMARY Bill Fair Market Value: Assessed with:
Use Value Assessment
Valuations: Last Changed: 06/01/2007
Description Class Acres Land Improve Total State Reason
AGRICULTURAL G4 14.000 1,600 0 1,600 NO
UNDEVELOPED G5 1.270 600 0 600 NO
AGRICULTURAL FOREST G5M 12.000 6,200 0 6,200 NO
Totals for 2008:
General Property 27.270 8,400 0 8,400
Woodland 0.000 0 0
Totals for 2007:
General Property 27.270 8,400 0 8,400
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: 04/1712001 Batch
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
ti ~lZ d~ d2 " CGVs
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 4 3
Divism of Safety and simings -
in accordance with Corr m 85, - D cou
° ty St. Croix
Attach complete site plan on paper not less than 81/2 x 11 inchE r, in size. Plan must
include, but not limited to: vertical and horizontal reference point BM), direction and I I.D. 4 percent slope, scale or dimensions, north arrow, and location an distant_neire4
rqWo 3 i -6m
Please print all information. Rufle by Date
ail;>:c(1'J"ll'! Pstscn2'0)f9tma11DnyouDlflademaybPuWfDr5fwndarrv=p 'vacyLa s ?w~¢ { ? (s
Property Owner roperty ovation
Kurt and Elizabeth Christensen C/ 11 El
Go of NE 1/4 SE 1/4 S 4 T 28, N R 16
Property Owner's Mailing Address t # Block # $qbd. Name or CSM#
855 Benoy Dr 3w I~.~ Christensen
City State Zip Code Phone Number []Village ■ own Nearest R d
Hudson V1 54016 ( 7)5-386-6340 23 d Street
New Construction UseE3 Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 p
0 Replacement 13 Public or commercial - Describe:
Parent material Flood Plain elevation if applicable ft.
General comments
Site suitable for a mound system
reoomme,~rr/pdeti~ Gc a Lai- L 1st wooded site
1❑ Boring # 0 Boring
ED Pit Ground surface elev. 100.87 ft. Depth to limiting factor 18 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-6 10yr3/2 sil 2msbk mfr cw 2f .5 .8
2 6-18 1 4/6 sicl 2fsbk mfr cw if .4 .6
3 18-28 5yr4/4 fld5yr5/8 scl lfsbk mfr cw - .2 .3
4 28-36 5yr4/4 fld5yr5/8 scl Om mf - 0.0 0.0
F2 Boring # Boring 101.7 17
Q Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-5 10yr3/3 sil 2msbk mfr cw 2f .5 .8
2 5-17 1 4/6 sicl 2fsbk mfr cw if .4 .6
3 17-22 5yr4/4 fld5yr5/8 scl lmsbk mfr cw - .2 .3
4 22-36 5yr4/4 f1d5yr5/8 scl Om mfr - - 0.0 0.0
Ef I
* Effluent #1 = BOD > 30:5 220 mg/L and TSS >30:< 150 mg/L * E - < 30 rng/L and TSS < 30 mg/-
CST Name (Please Print) Signatur CST Number
Thomas C Nelson 227387
Address Date Evaluation Conducted Telephone Number
1432 120th Street, New Richmond, Wl 5/1/03 715-246-2454
~+a
Property Owner christenseneg2 Parcel ID # Page 2 of 3
3 ❑ Boring # 11 Boring Q Pit Ground surface elev. 104.70 ft. Depth to limiting factor 22 in.
Soil A icetlon Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. *Efr#1 *Eff#2
1 0-8 10yr4/3 - sil 2msbk mfr cw 2f .5 .8
2 8-22 1 4/4 - sicl 2fsbk mfr cw if .4 .6
3 22-30 5yr5/6 fld5yr5/8 scl Ifsbk mfr cw - .2 .3
❑4 Boring # Boring 104.90
■ Pit Ground surface elev. ft. Depth to limiting factor 21 in.
Soil Application Rate
Horizon Depth Dominant Coio Redox Description Texture Structure Consistence Boundary Roots GPDfff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-8 10yr4/3 - A 2msbk mfr cw 2f .5 .8
2 8-21 sicl 2fsbk mfr cw 1f .4 .6
3 21-25 5 4/4 f1d5 r5/8 scl lfsbk mfr cw - .2 .3
El I
Boring # Boring
F-1 H Pit Ground surface elev. _ ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ffz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD6 > 30 < 220 mg1L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg1L and TSS < 30 n4&
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.
saD-e33oreu (R.07100)
pop 30F'
Environmental BY Design
www.environmentalbydesign.com
715-246-2454
O KUJLW V EILIZABETH CHB.ISTEWNEW
111'EI/4, SEI/4, SECTIOW 4, T28W, RI6W
LOT 3W
i
II
C ~ t
o
5
SCALE 1"=40'
BMI TOP OF IROF PIPE 100'
BM2 TOP OF IBOW PIPE 101.70
BI 100.87
B2 101.70
B3 104.70
B4 104.90
Thomas Nelson 227387
a5~9W :1 ae Woock
5
Wisconsin Department of Commerce SOIL EVALUAT40N Page 1 of 3
Dwision of Safety and f3u"rigs LPlanmusL
'q in accordance with Comm e
County St. Croix
Attach compl
ete site plan on paper not less than 81/2 x 11 inches include, but not limited to: vertical and horizontal reference point (B per cent slope, scale or dimensions, north arrow,
and location and dad. v lease print all information. e ew b Date
:r rwrWV
Property Owner Property Location Y El
Kurt and Elizabeth Christensen Govt. Lot NE 1/4 SE - T 28 N R 16,~) W
Property Owner's Mailing Address of # . Block # Subd. 47 or CSM#
855 Benoy Dr , Christ nsen
City State Zip Code Phone Number []Village own
Hudson Wl 54016 ( 715-386-6346 233rd Street
El New Construction User Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD
11 Replacement Public or commercial - Describe:
Parent material Flood Plain elevation if applicable 14A ^ ft.
and General comments Site suitable for a mound system
~ 2nd wooded site ~SU~
a ~a~ *XA
a -1-0 At --90 A24
l~ , r ~ 70 1-71 Boring # 11 Boring
El Pit Ground surface elev. _ 100.11 ft. Depth to limiting factor 23 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
1 0-6 1Oyr3/2 sil 2msbk mfr cw 2f .5 .8
2 6-23 1 4/6 sicl 2fsbk mfr cw if ,4 .6
3 23-26 IOw4/4 ftd5yr5/8 sicl lfsbk mfr cw - .2 .3
4 26-30 7.5 4/4 fld5yr5/8 scl Om mf - 0.0 0.0
2 Boring # 11 Boring 97.41 29
0 Q Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Colo Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2
1 0-6 10yr3/3 sil 2msbk mfr cw 2f .5 .8
2 6-24 1 4/6 sicl 2fsbk mfr cw if .4 .6
3 24-29 7.5yr4/4 scl Imsbk mfr cw - .2 .3
4 29-31 7.5yr4/4 fld5yr5/8 scl Om mfi - - 0.0 0.0
* Effluent #1 = BOD > 30:5 220 mg/L and TSS >30 < 150 mg/L ` Effl < 30 mg/L and TSS < 30 mg&
CST Name (Please Print) Signature CST Number
Thomas C Nelson 227387
Address Date Evaluation Conducted Telephone t4umber
1432 120th Street, New Richmond, WI 5/1/03 715-246-2454
Property Owner christenseneg4w Parcel ID # Page 2 of 3
3 ❑ Boring # Boring
0 pit Ground surface elev. _ 84'75 ft. Depth to limiting factor 16 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2
1 0-6 10yr4/3 - sil 2msbk mfr cw 2f .5 .8
2 6-16 1 0Yr4/4 - sic] 2fsbk mfr cw if .4 .63 16-26 7.5yr5/6 fld5yr5/8 is Ifsbk mfr cw - .2 .3
❑ Boring # Boring
■ pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Colo RedoxDescription Texture Structure Consistence Boundary Roots GPDffF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eft#1 'EfF#2
Boring
F-1 Boring # Ground surface elev. _ ft. Depth to limiting factor in.
Pit Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2
Effluent #1 = BODg > 30 < 220 mglL and TSS >30 < 150 mg/L ' Effluent #2 = BODS a 30 mg/L and TSS < 30 mg&
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.
SBD-6330Test (8.07/00)
Pw3OF 0
M Environmental By Design
www.environmentalbydesign.com
715-245-2454
O uvI&W IV ELIZABETH CSBISTEWNEF
FEI/4, BEI/4, BECTIOA 4, T28W, R16W
LOT 4W
I E
0 0, i
Q
Vfp
~J
1 f;r aC
i
ISCALE 1-=40'
BMI TOR OF IROF PIPE 100'
BM2 WOIP OF IBOF PIPE 99.91
BI 100.11
B2 97.41
B3 94.73
Thomas Nelson Scale 1" =40 227387
ICI - -
a `.gyn. s
J GALLE PLAT T-28-N • R-16-W
See Page 112 For Additional Names.
31iiY31ers)
BALDWIN PAGE 40
2200 2300
h AVE 2400 2500
Charles o t_ smo. o IN 2600 60th AVE 2700
Anderson o. %VWO 3 N Marvin
M 17 Donal Q & 'X _ Wood0be GConOSSd e Paul &
'l7 53 Holmes
]
_ II
140 Moulton ' Timothy & .res.. udt l~ School ;30 K N~~slson 40 Pamela F_
3 t AVE 96 4 ° Stave A io 2 sv Dennis & l..em 120 Ae.
AaY E
DAM tavdk' aK MC _ G- 11 00 n Hillstead ILL so
m 14 24 7 12 Dolft r,' S IS 1 ~ 9 shhft 7 Y..ealr 137 a m MP Harvey u
Donald & u th 6 >e / 136 3 0 " " 7 Halderson
Rodel resod. n a.1.e• 94 S4
72 20 148 r. 35 Adichael Joy ~ a l7' avid & Trudy a 7 ` Arthur
53 •
Jrth ; ~u FC,e. r 0stile 94 - 10 Reinsch 70 , G,vs s4 Trapp
enda 80 31 N it y wem =d a ` LaureAV -
nce & Greg & 1Wmh~v. s a N r a y &TL & Eugm e & eD 20 39 a lame. 46 30
Nand' Mary t ` G'd'7 r4
x , M E No & Chris & Donald & Larson J CbSO Holm 11 I
Serier Terpstra T & e 20 Monicken 60 40 Arlene Ludith Trust Walter & 6 a s &
g, Ot Jr 59 t AVE Wangen 80 FWdel Dorene Nelson
s
I 1 G Dennis 75 160 .1 Jacobson I
Kevin KrwcwurA"ng
F C o & 38 av B 22 Wilma Donald & 1 p,.id • 12 z
v7 N Seder Sandra ~ Mouy \ Hageseth Marsaret 0le.e LN ~
e fs p RB Olson 9 ~neg° Gede~ Q David
;9 155 1, Trust 4 \ t 40 114 21 267 Benck
e 240 120 77 a 42nd VE R R a:P -j 4
F R 100
L 60 117 40 z _ Q r
rn Ice zo 1 - - _38 170 r t 18 100
50 19
A it
affood 5 26 anet Roland I 1 & e e~b~ a ~ 40th AVE I
Elmer 27 rier M- ass S0f0e"e p BM 47 60 103 ~ 40 William & orvo~ a Ft $i& Sylvia
Se
D~a 70 F-Victor s'eth Ake 144 a l zoo ! S &ulwn9 '°m z lean
vReavey BeM- NLee 1421
Gloria R..aa 9 Glen & vo a,1et 7 N fO°2 John ~ PECAN
Won 1
39 ~ 41 3 Hermes 1` d Dennis 1« w Phillips 1 LN
c a
9 4 a Donald ~ Hensley 40 EDuckworth 62 e~nma< ' F MS9 141 F S Abrl&-
.4 Luaon Baum Ear & a M = 2 ~a V
xd ss 40 yeoer 40 100 116 ~ 40 Gkzendanner r g8 g eQ
r
30th AVE race a 76 ~ 40 11 4
1b.. s 306 60 15_2 Q 8 9 'd
L1a 1ane O _ I a
N a."
kricinon 60 Duane & Rene n 7 no GA& la-b- a 15 mG 19 a 3 ` x r l~FI
LE 00 L-.Z INIM do 37
Bauer 35 8 3 Laura David 40 ~y g
9 anameas K&mneti Hansen ro r Gary Tong &
K 40 ama 60 143 46 40 40 , o. IL. 0. la My Vag
rayne Thomas & ~yn 25t AVE Lee 82
sa I°l'OtOn 97 12 C=38 Patricia y° ` Goo Steven Thomas & 101 Falde 80 Aerene 41 ~ q nSchoe- oEf Amy JaCO n
Donald Ricky & >3 Unda ti +T i0 a 75
200 40
Larson 80 ion ohnson Donna « Sturtevant Wayne & U ~ & Thomas &
40 80 Do 60 c 20th AVE Josephine 's janet
El
lefson80 2
- Orville l" Ducku a RC 13 o ax s , 80 Albr gtson 80 8 0 ~
a Gerald 4f n L 10 pain s j r"y elmar ~ _ _Lk. Go 60 l Larson 40 Berkn`Hen - can
Trust Thommes & seth 20 S3 ment ebart
I 1 Thomas Inc
48 I
1 40 9 Land Cl a x 59 Barbara Kevin & 60 WDouslas erner a e LLC ~ S~
R c a N zo i
s4 B
q Melvin 160 C D.W& 15th AVE Larson 2 119 B 119 35
'01600 Q_ el 11 3 S 1 Orville & M
a ev y
1 & 60 za g 46 w Darlene Dennis G1 BB eaC 117 S Lien St d"d Shirl &
Peter 121 Ryeey O,~X¢
lease ,w s 0 G7a°n &
& 101 40
Krlfune N
=fin E.
_ p6etl4o Sheron : s & K ° P, 12th AV
sFAD o6n & 78 266 40 279 xI S 1 r s • Pabicla w M
Isma" ermawe
n Kent s0 le e 10th A s ° 40 115 w
lames Ilek. Donald f; o. -
J 50 52 a •eY Diane Paz 60 r 1eM0ae m 40 $ AI
n N D 20 a c Brunkow 3 40 sa : Im Clark BOSTON 9
Ile Anderson
79 r 70 2~ s 275 _ Corp Harwood 80 80 150 Ross 3 r
Lemard 4! IC
& a ooreea Jeffrey & ode • •d ro eehr a aver I
u itadMane Steven & tr r0 rro Wild wood ama 3
.ill Taames c &1 Brooke K.1 z0 Ds- Jon ° t!_ :0 E A View & 47
~Vlerth ? _ ti lvmmn. a fr 60 An~lrrcnn Qn E Tnc nv... 1