HomeMy WebLinkAbout042-1012-80-380 1563
Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3
Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code A.C.E.Sal&Site Evaluations
County
Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must St.Croix
include,but not limited to:vertical and horizontal reference point(BM),direction and paw I.D.
percent slope,scale or dimemsions,north arrow,and location and distance to nearest road. 042-1012-80-
Please print all information. Re�riewed By Date
Personal lnformaion you pro' Law,s.15.04(1)(m)). 3 3 7
Property Owner Property Location
White Pine, Inc.-H.Fogelb rg Govt.Lot NE 1/4 SE 1/4 S 5 T 29 NR 18 W
Property Owner's Mailing Add JUN 2 2002 Lot# q Black# Subd.Name or csM# ZZ
P.O. Box 504 11 —Rsepeeed#fiot CSM
City StateS$ip(a�fc6\F?ffdneNlu(mber City village o Town Nearest Road
Hudson I w! 36 Warren 115Th Ave.
Use: Code derived design flaw rate 600 GPD
New Construction Residential I Number of bedrooms 4 _
Replacement 21 Public or commercial-Describe:
Parent material Glacial Till Flood plain elevation,if applicable na
General comments
and recommendations: Evaluation completed to facilitate creation of 4 lot CSM from existing lot 5,CSM vol. 13, Pg.3768. Install 3
trenches at 95.00'using 39 leaching chambers at elev. =95.00.
Boring# 1 Boring >94° in. Sal Application Rate
1g Pit Ground Surface elev. 99.57 ft. Depth to limiting factor APP
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 PDlft*Eff#2
1 0-14 1Oyr3/2 none sil 2fcr mvfr as 2f,lm 0.5 0.8
2 14-21 1Oyr5/4 none sil 2msbk mvfr cs 1fm 0.5 0.8
3 21-30 7.5yr4/6 none gnsl 2msbk mfr gw 1f 0.5 0.9
4 30-52 7.5yr4/4 none gr.sl 2msbk mfr cw 1f,vf 0.5 0.9
5 52-94 1Oyr5/6 none 2msbk mvfr - - 0.5 0.9
Tof
Horizon#5 consists of an unsorte mbdsbk1 0yr5/6 Ifs,10yr4/4 2msbk sl,&1 msbk Icos&gr.
❑Bing# A Boring
id Pit Ground Surface slew. 98.91 fl. Depth to limiting factor ?90° in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E GPD/ft*E
1 0-16 1Oyr3/3 none sil 2fcr mvfr as 2fm 0.5 0.8
2 16-24 1Oyr5/4 none sl 2msbk mfr cs 2f,1m 0.5 0.9
3 24-34 7.5yr4/6 none gr.ss Osg ml gw 1fm 0.7 1.2
4 34-90 1Oyr5/4 none s Osg ml - - 0.7 1.2_
rl--
' 3
*Effluent#1=BOD?30<220 mg/L and T >30<150 mg/L cent =BOD5<_30 mg/L and TSS<30 mg/L
CST Name(Please Print) ' nature: CST Number
James K.Thompson 3602
Address A.C.E.Soil&Site Evaluations D e Evaluation Conducted Telephone Number
340 Paulson Lake Lane,Osceola,WI 20 6/14/02 715-248-7767
IPr��/SG3
Property Owner White Pine,Inc. -H. Fogelberg Parcel ID# 042-1012-80-300 Page 2 of 3
3] Boring# Boring 99.08 ft. Depth to limiting factor >90" in. Sal Application Rate
t� Pit Ground Surface elev.
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2
1 0-9 7546 none sil 2fcr mvfr as 2fm 0.5 0.8
2 9-19 none sl 2msbk mfr cs 2f,1m 0.5 0.9
3 19-31 none gr.ls lmsbk mvfr gw 1 f 0.7 1.2
4 31-63 none s Osg ml as 1fm 0.7 1.2
5 63-75 none strat.fs 2csbk mvfr cw - 0.5 0.9
6 75-90 7.5yr4/6 none Is 1 msbk mvfr - - 0.7 1.2
r-
4 Boring# Boring 124 ft. Depth to limiting factor >93" in. Soil Application Rate
Pit Ground Surface elev._61
Fofton Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 Eff#2
0-10 10yr4/2 none sil 2fcr mvfr as 2f,1m 0.5 0.8
10-19 1Oyr5/4 none sil 2msbk mvfr cs 1fm 0.5 0.8
3 19-29 7.5yr4/6 none sl 2msbk mfr gw 1f 0.5 0.9
4 29-43 7.5yr4/6 none gr.ls Osg ml cw - 0.7 1.2
5 43-93 7.5yr4/4 none gr.sl 2msbk mfr - - 0.5 0.9
°I5 .101
Horizon#5 consists an uns led mixture of 2msbk 7.5yr4/4 gr.sl&1 msbk 10yr5/6 Is.
F—I Baring# I Boring Pit_�Bo Ground Surface elev. ft. Depth to limiting factor _ in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots =Eff#1 Eff#2
*Effluent#1=BOD 5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<_30 mg/L and TSS<30 mg/L
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Parcel #: 042-1012-80-380 07/27/2007 09:47 AM
PAGE 1 OF 1
Alt. Parcel#: 05.29.18.77C-40 042-TOWN OF WARREN
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-ANDERSON, ROSS D
ROSS D ANDERSON
476 CTY RD T
HAMMOND WI 54015
Districts: SC=School SP= Special Property Address(es): '=Primary
Type Dist# Description 1140 109TH ST
SC 2422 ST CROIX CENTRAL
SP 1700 WITC p4m E
Legal Description: Acres: 2.080 Plat: 4438-CSM 16/4438
SEC 5 T29N R18W PT NE SE CSM 16-4438 LOT Block/Condo Bldg: LOT 09
9(2.080 AC) /
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
05-29N-18W NE SE
Notes: Parcel History:
r f Date Doc# Vol/Page Type
I l 11/26/2003 747642 2463/295 WD
11/26/2003 747641 2463/294 WD
/ 01/07/2003 704934 16/4438 CSM
06/17/2002 681877 1911/291 LC
2007 SUMMARY Bill#: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 07/20/2004
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 2.080 37,900 0 37,900 NO
Totals for 2007:
General Property 2.080 37,900 0 37,900
Woodland 0.000 0 0
Totals for 2006:
General Property 2.080 37,900 0 37,900
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch#:
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
74934
sT,Ck0l); co, PAGE t RAT PAGE 4438
P ar,n ,n rn, ;, ,,,,r� g�l FEB z REGISTER OF DEED____
6 6 2004 '+� ST. CROIX CO.j, wI
IAN 0 7 2003 RECEIVED FOR +RECORD
01/07/2003 02:00Plf
rY kEC FEE: 17.00
COPY FEE: 5.00
R 1110 L,
CEIZIi'IEIED SURVEY MAID
z LOCATED IN THE NE 1/4 OF THE SE 1/4 OF SECTION 5, T29N,R 1BW, TOWN OF
° WARREN, ST. CROIX COUNTY, WISCONSIN. ALSO BEING PART OF LOT 5 OF
UZ THAT CERTIFIED SURVEY MAP FILED IN VOLUME 13, PAGE 3768 IN THE
in a ST. CROIX COUNTY REGISTER OF DEEDS.
,q Q LEGEND OWNER / SUBDIVIDER
aWRI I L PINE,, INC. -
° - INDICATES SECTION CORNER MONUMENT HANK FOGELBERG
( AS NOTED ) 308 MIDDLE PINE COURT
3 0 • - INDICATES 1" OUTSIDE DIAMETER IRON STAR PRAIRIE, WI. 54026
PIPE FOUND.
ri cr - INDICATES 1" X 18" ( OUTSIDE DIAMETER ) IRON
w J PIPE WEIGHING 1.13 LBS. / LINEAR FOOT SET.
( R ) - INDICATES PREVIOUSLY RECORDED INFORMATION.
ui
_N_ QW - INDICATES 50' BUILDING SETBACK LINE FROM
g RIGHT-OF-WAY. E1/4 CORNER, SECTION 5
°w1 UNPLATTED LANDS EAST-WEST 1/4 SECTION LINE ( 1" IRON PIPE FOUND )
a
- __ _- o ---------_ _ _ ( OUTSIDE DIAMETER )
u ul z IV90 '00"E N90 °00'00"E 512.52'
z -�-'—�----- -------- ----
o a __N90°00'00"E _ LNTH AVENUE
wF-m 4630.72'- - ,- -------=T- -- -
Qwp S89°26'47"E '��.° N I LOT 1
N 73.00' o m CERTIFIED Zd� I
z o°w W1/4 CORNER. SECTION 5 m I
a ESTABLISHED
E ECORD FROM sew'" I SURVEY MAP
m cn r N 7.01'33, IVOL_8, PG. 2324.1 I i I
° IoWeLLING ,G I e+�
� I I
I gl I I GARAGE q
�INI a PARCEL DESCRIBEDI —In a I ��,
LLI w m IN VOLUME 1908` I 1._IylM x I S o w
01 �QI (6 o b PAGE B5-B6--- I OIL�WI v I 0J
I o — I � I oa
mINlpl ¢ Z. o $ I 1�I o I LL
J °I �-' z
51Lu 00, I V1O ml WmH
° ,54„E I
OI DWELLDC iv o \ I o C
VI I G 'b \ 2 155.17' w I vat
1IE NOTE: FOR CURVE 7 2-e I ~
INFORMATION SEE 1 • ' o m o I o cn
SHEET 3 OF 4. °° °o 0 I o D°to
�j
N �u N ( R NB9°59'47"E ) ( Z>>~-
NB9°59'48"E 720.00' pp AY: w way NB9°59'48"E w z¢°uj
0.00' *. 0 —�” I 220.61' s
c~n n a
0 o : 1\`�" LOT 7
0 w ��
O 0 N 'j cli 1 ` o En 92,609 SQUARE FEET o
LOT 9 : z 33' ( 2.126 ACRES ) ul
.•'•»JO I_PI 90,605 SQUARE FEET Lr)
ACRES ) N 3
7
i tVEW fit 'NtJi(iN(1 7 7°22 12 E cn fn
�I
� .1 y,Y I .•� f �� 3 3 37q.77•U o I
3• �
4 r Ln
U1; 87°28'01"W °/o LOT 8 _°v °
98,663 SQUARE FEET V
NOTE: THE LOTS SHOWN OX ( 2.265 ACRES
g I
HEREON ARE SUBJECT TO 5-A $ cn Z
A 12'WIDE UTILITY 5-B t m mI
EASEMENT ADJACENT TO ( N ,
AND PARALLEL
TO THE RIGHT-OF-WAY �T N��°29 S1 W
LINES OF 109TH STREET. - G� �INF 41326"
LOT 10 o
( SEE SHEET 2 OF 4 ) PREPARED BY: g o '
SCALE IN FEET I' = 150 tr MANBM& S fRVEYINth' N
1239 C.T.H. "E"
0' 75' 150' 300' NEW RICHMOND, WI. 54017
PHONE ( 715 ) 246-7529
THIS INSTRUMENT DRAFTED BY: JOSEPH W. GRANBERG JOB NO. 02-030 SHEET 1 OF 4
Vol.16 Page 4438