HomeMy WebLinkAbout002-1020-90-100 (2)A
QPAF"
,resin Department of Commerce SOIL EVALUATION REPORT
.,won of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County
Attach complete site plan on paper not less than 8 V2 x 11 inches in size Plan must
include, bud not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.
percent slope, scale or dimensions, north arrow. and location and distance to nearest road,
Please grim all information. Reviewed by
Page I of 3
ST. CROIX
002 - 1020 - 90-1001. l c, (
Personal Wiforffeb do for 15.04
��
it you provide may used secondary purpose$ ( (t) (m)).
r
Property Owner �CC ��V
Gi
Trty LocationDAVID
L & M1CHE KI>
Lot ---- NW 1f4 Nam'' 1/4 S 10 T 29 N R 16 EE((tor) W
Property Owner's Mailing Address
Lo #
Block #
Subd. Name or
2409 11Oth Aven e � 2���
-
L.01` =Toding)
City State Zip Code Phone tan QlX GOUt4TY
it)r Village -Town Road
Woodville, WI 54028 T.CR&1 kNGOE 1Baldwin ,' 240th Street
New Construction Useo Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement E] Public or commeraal - Describe:
Parent material sandy outwash- _ _ Flood P140 ee/iev��,abon if �IicaNe
General commentsCiVIM4 Mound ystem -- 0.50 ft. sandiill---X0.6 loadi to
and recommendations: 1 �1i _ _ �Q f -/�'Xy
2 9 `X .5 D'C��
�'` a ! lowd
I Boring # Boring r A o +'�'t 2- �'�'t?i,-
Pit Ground surface elev 99.09 ft. Depth to limiting factor 31 tn.
Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Descnption
Ou. Sz. Cont. Color
Texture
Structure
Gr Sz Sh
Consistence
Boundary
Roots
GPDtff
'Eff#1
'Eff#2
1
0-4
7.5YR3/2
I
3fgr
mN fr
cb
3vf-co
0.6
0.
2
4-9
7.5YR3/2
l
2fa&sbk
mvfr
a
2N-f-co
0.6
0.8
3
9.16
IOYR4/4
Nil
2tabk
mfr
a"
2vf-m
0.6
0.8
4
16-31
7.5YR4/6
,I
t=mabk
mfr
as
2vf-m
0.6
1.0
31-47
7.5YR4/6
c2d5YR5;6
S1
Om
mfr
--
Ivf_f
0.2
0.6
Some gr;
few cobs
1-21 Bonng # U Bori g 99.30 30
Q Pit Ground surface elev. ft. Depth to Writing factor in.
--So,iAppiication Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh
Consistence
Boundary
Roots
GPD/ff
"Eff#1
'Eff#2
1
0-3
10YR2/2
-
1
3fgr
mvfr
cb
3vf-co
0.6
0.8
2
3-9
10YR2/2
-
l
2f--msbk
mvfr
aw
2vf-co
0.6
0.9
3
IOYR4;'4
sit
2fabk
ds
Cs
Ivf-co
0.6
0.8
4
17-30
7.5YR4,4
-
sl
if--msbk
mfr
as
Ivf-f
0.4
0.7
5
30-34
7.5YR4/6
c2d 5YR5.6
sl
(im
mfr
-
-
0.2
0.6
Some gr; few
cobs.
' Effluent #1 = BOD� > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, < 30 mg/L and 1 SS < 3U mg/L
CST Name (Please Print) - - ure CST Number
MaEX Jo Hu ert Hollister's Soil Testing & Design) 224832
Address Date Eva Conducted Telephone Number
W9875 690th Avenue. River Falls. WI 54022 06 - 24 - 09 (715) 426 - 1775
of
Property Owner LEE. David & Michele Parcel ID #
F BoringBoring
* � Pit Ground surface elev. 98.41 ft.
002 - 1020 - 90 - 100
Depth to Witting factor 30 in.
2 3
Page of
Soil Ann ication Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Descnpton
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ff
"Eff#1
`Eff#2
1
0-4
IOYR12
1
3f-mgr
mvfr
cb
3vf-co
0.6
0.8
2
9-15
10YR32)
I
3fa&sbk
ds
avv
2vf-co
0.6
0.8
3
15-24
1 7.5YR44
:ail
2f-msbk
dsh
av%
2vf-m
0.6
0.8
4
24-30
7.5YR4�6
sl
If=msbk
ds
aw
2%f-f
0.4
0.7
5
30-44
5YR46
c2d 2.5YR4:6
sl
Orn
infr
Iv-f-f
0.2
0.6
Some gr; fev-.-
cobs & stones.
El Boring
# [] Bind Pit Ground surface elev. fl_ Depth to Iinitirg factor in.
Snil Annliratinn Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDIff
'Eff#1
I 'Eff#2
Boring #ng
Pit Gro"mid surface elev. fl. Depth to limiting factor in.
[—Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh
Consistence
Boundary
Roots
GPDfff
'Eff#1
'Eff#2
Efl1uent ;V1 = BOD, > 30 < 220 mglL and TSS >30 < 150 mg1L ' E1fluieM #2 = BODS < 30 mglL and TSS < 30 mg/t_
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.
SB13-8330'rest (R.MAX))
Plot Plan. for Size and Soil EvWuadon
Property Owner i�av to � . � nk (,c(�v �E k . L
Legal Description Nw `i 4 n W`1 z� ofl
-T bw c V.,, artcaa
WISCC�►irt
Page 3 of 3
119 = tVft.
(except where noted)
= Backhoe pit
7RdeosEjr-.�' fO PCES
North
I
z2
� Fs9r3'.yi
�j
vl r pg pa
Y
�i x
i
P,znpas�
CI'- F 1 E LD ROAEL
Site Locadon:
�i .5EC• 10
t o
r
Plot Plan for Site and Soil Evaluation
ji
Property Owner tw, \z) L-, � m L,,, Le-z-
Cemu-
Legal Description V 1) '/q I F T" e A)"'14 i SI 0,
T 2,,q P4 1:2, 1 I, vJ -C4nAjtJ nF ST,
Ce-OkY, CO\AJJT�1
I
tJ
Site Location:
to/
Page 3 of 3
Lt9 = 40ft-
(6wept where noted)
El = Backh oe pit
?x0po-q�P
North
OP
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�m
CERTI FI EM S V RVEY MAP
LOCATED IN PART OF T14E NW7/4 OF THE NW7/4 AND IN PART OF THE
SW7/4 OF THE NW7 W /4 OF SECTION 10, T2oN, RI OW, TG N OF
SALDWIN, ST. CROM COUNTY, %MSCONSIN; BEING LOT 1 OF
CERTIFIED SURVEY MAPP RECORDED IN VOLUME 14. PAC3E 3987.
SURVEYOR O%AMER
EDWIN C FLANUM DAVID LEE
NORTHLAND SURVEYING, INC. 24o9 11 OTH AVE
P.O. BOX 152 WOOCMLLE, WI 54028
AMERY. WI 54001 U_N_PLg7-T_ED LANDS
NW CORNER (VERIFIED FROM WITNESS - - SECTION 1 1 1 aTH AVENUE
MONUMENTS OF RECORD) _ 11
`— (s87'40'56'E 659.11�
1 o{ 2
1 �
w
� 2 k
g
F' 113 `I
I W 33' 1
Ni N
I�
r 33.0
ti
0
�0
Z
i
S87°40'58'E 625.96'
EXISTING
. . . . . . .. . -
bRfVE
9,06 ACRES INC. RAPV
394,857 SO. FT.
x
S.14 ACRES EXC. R/W
® Y
I
354,381 SO. FT SEPTIC TANK 15 0
33.06'.
2� LOT 1
C. s-MAN
V. 14, P._3957, DOC. #630592
N87"37'P9'W a$7.60'
624,54"
U U LOT 4
G 4.00 ACRES INC. RAN
174.260 SO- FT. gj
- 3.90 ACRES EXC. A/W
165,494 SO. FT.
` e 623. W
k = RECEIVEDLay s
I -
1 I t„ 6.93 ACRES INC. RW
1 302,081 SO. FT,
FEB
6.59 ACRES EXC, RAN
k 286.864 SO FT.
I .
I '
ST, CROIX COUNTY
k 1 SURVEYOR'S RECORD
SOUTH LINE OF THE NW 114 OF THE NW1/4
622 6B
Tx:4003216
920351
BETH PABST
REGISTER OF DEEDS
ST. CROIX CO., WI
RECEIVED FOR RECORD
08/09/2010 11:18 AM
EXEMPT #: N/A
REC FEE. 30.00
COPY FEE: 3.00
PAGES: 2
N 1 /4 CORNER
SECTION 10
VERIFIED FROM WITNESS
MONUMENTS OF RECORD)
-- --- __1�- S87°40'58-E�
j 1976.6s3' "```"����
`ti 11t1111���
..........
�r
EDWINC.
-_
FLANUM
5-2487
` AMERY.
WISCONSIN;O�=�
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04
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LEGEND
1' O-D IRON PIPE FOUND
3/4' X I W IRON REBAR SET,
WEIGHING1.50 LBS. PER UNEA14
�
FOOT
- -
50' BUILDING SE T9ACK LINE
SOIL BORING
( )
PREVIOUSLY RECORDED DATA
®
MONUMENTS OF RECORD
u3 ±Si (N67"37.27YV 655."
W1/4 CORNER UNPL4TTEL7 _LAN_D_S 6CALE IN FEET 'I- = "1as
SECTION 10 _
g,. (VERIFIED FROM WITNESS SHEET 1 OF 2 SHEETS , so O .1 ISOMONUMENTS OF RECORD}
Vol. 24 Page 5721,
N—J
CERTIFIES]► SUFRVEY MAP
LOCATED IN PART OF THE NW1 /4 OF THE NW1 /4 AND IN PART OF THE
SW1/4 OF THE NWi/4 OF SECTION 10, T29N, R16W, TOWN OF BALDWIN,
ST. CROIX COUNTY, WISCONSIN; BEINQ LOT 1 OF CERTIFIED SURVEY
MAP RECORDED IN VOLUME 14, PAGE 3957.
SURVEYOR OWNER
EDWIN C FLANL" DAM LEE
NORTHLAND SURVEYING, INC 2409 1 10TH AVE
P 0. BOX 152 WOODVILLE, WI 54028
AMERY. WI 54001
SURVEYOR'S CEFMFICATE
1, Edwin C. Flanum, Registered Wisconsin Land Surveyor, hereby certify that by the direction of Lave Lee I have
surveyed, mapped and described the parcel of land which is represented by this Certified Survey Map; that the
exterior boundary of the parcel of land surveyed and mapped is described as follows:
A parcel of land located in part of the NW1/4 of the NW1/4 and in part of the SW1/4 of the NW1/4 of Section 10.
T29N, R16W, Town of Baldwin, St. Croix County, Wisconsin; being Lot 1 of Certified Survey Map recorded in
Volume 14, Page 3957 at the St. Croix County Register of deeds office; described as follows:
Beginning at the NW Corner of said Section 10; thence S87'4058"E, along the north line of the NW1/4 of said
Section, 659.10 feet to the east line of Lot 1 of Certified Survey Map recorded in Volume 14, Page 3957 at the St.
Croix County Register of Deeds office; thence S00'59'07"E, along said east line, 1327.76 feet to the south line of
said Lot 1: thence N8737'29"W, along said south line, 655.74 feet to the west line of said NW1/4; thence
N01'07'55"W, along said west line. 1327.28 feet to the point of beginning. Described parcel contains 20.00 acres
(871,199 Sq. Ft.).
Parcel is subject to 110th Avenue and 240th Street right-of-way and all other easements, restrictions, and
covenants of record.
I, also certify that this Certified Survey Map is a correct representation to scale of the exterior boundary surveyed
and described; that I have fully complied with the current provisions of Chapter 236.34 of the Wisconsin Statutes,
the Land Subdivision Ordinance of the County of St. Croix and the Town of Baldwin Subdivision Ordinance in
surveying and mapping same.
APPROVED
WT. C lito It coupITY
Pkw&*M s Zoning
AUG 0 9 Z010
If not r000rdsd *Ahiro JO days of
appro date spMovtu shall be
null end vdd
COUNTY TREASURER'S CERTIFICATE
STATE OF WISCONSIN)SS
COUNTY OF ST, CROIX)
,ilitilllrr
EDWIN C.
_ ; FLANUM
_ S-2487 _
AMERY.
SURv
I. Laurie Noble, being the duly elected, qualified and acting Treasurer of St. Croix County, do hereby certify that
the records in my office show no unredeemed tax sales and no unpaid taxes of special assessments as of
t ,+QCltiiaffecting the land included in this Certified Survey Map.
Laurie Noble, Date
County Treasurer
Each parcel shown on this map (plat) is subject to State. County and Township laws• rules and regulations
(i.e., wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing arty parcel
contact the St. Croix County Zoning Office and the Town of Baldwin.
zorz SHEET 2 OF 2 SHEET$
Vol. 24 Page 5721