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Wmcorisin Department of Industry, SOIL AND SITE EVALUATION REPORT Page of 3
Labor and Human Relations
Divirjon of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
S T. ~:vl ~C
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. If
dimensioned, north arrow, and location and distance to nearest road. 02,~Z- /6 7h -f'Cb
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REV DB DATE
PROPERTY OWNER: 304L~'ft PROPERTY LOCATION
~ ~ 1.-1 \ S G Pr L L UR GOVT. LOT IV E;T 1/4 SE 1/4,S 101 T V& N,R L$ E (or1`! J
PROPERTY OWNER':S MAILING ADDRESS LOT BLOCK # SUBD. NAME OR CSM #
CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE OWN NEAREST ROAD
'RtL) s L J-_irt-L_S, Wd S11(1 ZZ IS) t4 ZS _ zZ8 lC1r_1Nht L(? s 7TF 6S "
[S4 New Construction Use ] Residential / Number of bedrooms 7 ] Add' ' n to existi building
j j Replacement ] Public or commercial describe ? pQ G
Code derived daily flow gpd Recommended design loading rate bed, gpd/ft2 trench, gpd/ft2
Absorption area required bed, 11:2 trench, ft2 M"mum design loading rate ° S bed, gpd/ft2 0 - Io trench, gpd/ft2
Recommended infiltration surface elevation(s) S Q7E lkJ4 av l Wr% tr 3 It (as referred to site plan benchmark)
Additional design /site considerations Y-1oU1v'~ S4 S `T'&1 t2 ~lLIZ~ - w1 t1U Wj u MCI I r Oh SA k..,% Fr L t.
Parent material S ILT11 3L4D \yi e-j'GUek Sww a (&m,+ueR_ Flood plain elevation, if applicable . It
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM I~~uu RLL HOLDING TANK
U = Unsuitable fors stem ❑ S [21 IKS El U 11 S ELI El S 2IJ El S I [ U ❑ S [h
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ftin. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed
rench
I <y 1- 9 ~o ` L~ zl z - s j l Z S ~lrc r~~~. a- s - o- S
Z 9 - l1 ~O lZ 3 /(a - S 1 I Z r S~trc Yr1 F Ir CS . S O
Ground 3 17-35 ~•S`ifz 3tc/ - GhS> >cSb1t t,~v ~1~ cS - o•~( o.S
elev.
C)9- 3 ft. 3 S_So 1.O -11Z Ll/` ~ S v g g m 1 _ - -
Depth to y t S1 UE GQ uuv~wttTZ ~s~~~ CST' k S o ,
limiting
factor ,t
3S
Remarks:
Boring #
o_)S lb-L1~_ z-LZ S' WI.i' 0.S - o. S ? o b
ZYry' Z Is-Z~ loLtP 3l6 - s~I Z~sbk ►M~ cs o.So.~
3 z~-3b ~•S`22 37 - GVs~ \~sl~h hav`FI. cs to q:.e,S
Ground
elev. 3b-3b -)-Sly R J/y G4 3 sbk YAuiF -
99-3 ft.
Depth to
limiting y S ~~Sl (3 r*,oUrup k.) S /FGA 1 T° 36 66
factor.~,
S N AGE
Remarks: uo
T Name:-Please Print Phone: C g
Arthur L. We erer 715-425-01-b
ress:
egerer Soil Testing & Design Service-P.O. Box 74 River Falls WI ~ 0-M.,--_
Signature: Date: CST Number:
93- lb0 8-2p-43 M00576
PROPERTYOWK-f3 e P~ LIk3 SOIL DESCRIPTION REPORT Page of` 3
PARCEL I.D. # '
Depth Dominant Color Mottles Structure GPD/ft
Boring # Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trerxh
az'..4:•:i
I 5bk vvt-h a.S - 0.5 n•6
lZ_Z l 0 2 3 l 2 36)T
In
Ground 3 2S-3~ S~-!fZ 3IY - Cy,g 1 cS bk vn v~, c S - o• ~•S
elev.
qq.o ft. y 38_ V3 s ire 3iy Gr. 1 1 C-3 bk ►n u S -
Depth to S Lo
-b3 I `7 Q y/~ - S Sg t-► r _ - -
limiting <<
factor
g,~ S SiUN 20v►u~lcvf~gR Sit ►~7 3 10 63
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor.
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
I
Remarks:
SBD-8330(8.05/92)
PLOT PLAN Page 3 of 3
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(715 ) 425-0169 M00576
CST Signature Date Signed Telephone No. CST #
Ar 2z
FILED
e&~ yw- S EP 3 01993o-
JAMES O•CONNELL
506386 Sty' Co. w
CERTIFIED SURVEY MAP N
LOCATED IN THE NE i/4 OF THE SE 1/4 OF SECTION 19, T 2 8 N , R18W TOWN OF
KINNICKINNIC , ST. CROIX CO., WI.
PREPARED FOR:
DONALD AND MARGARET PAUSCH
NOTE: BEARINGS ARE REFERENCED
TO THE EAST LINEOFTHE SE 1/4.
f ASSUMED).
EI14 CORNER SECTION 19.
UNPLATTED LANDS (COUNTY MONUMENT POUND).
'C0
s N
/ , • , O F3o W
?O Z3 . N /
w- -E
•o
61, ICA
SO128'41"E f ,
/ 16 S. 33'
L O Z..~I
T I
11. 03 ACRES 66I I O `r
2 r 480, 326 SO. FT.) Ag 001
N 10. 90 At. EXC. ROAD R.O.W. I 0 rn
0 474,946 SOFT. O
N
y~ 33' 31
tr a
N ro I ' -
0
Ai) tu
9
I t° y
93
691• ~
:a w
sw A a3 p5 • "
N
00
N
a• Ae
I w
P~ ~ ~O• I o• 'N
J Io a
W
I•Z.
NOTE: NO BUILDINGS SHALL 8E
ERECTED WITHIN 100' OF THE
OF ROAD RIGHT OF WAYS.
I' ~ + ; 1 SE CORNER SECTION 19.
5E i1 I (CHISLED "X" IN CONCRETE,
SET FROM TIES).
•:.1 " IRON PIPE FOUND. 0 O t SET I "X 24" IRON PIPE WEIGHINFr(%enslVS ~,~~•~~0sv5z
LISS. PER LINEAR FOOT, Zoning a r:%'! e!•ai;:; Gomrrl;t?eo JAMES M. _
WEBER
If not recorded " S 1804
SPRING VALLEY
vriWn 30 days of WIS, j
apT..roval date
O
'la
SCALE 1200' OiSUFt 0~►
VOLUME 9 PAGE 2690 lief
- w -
0' 100' 200' 400' JAMES M. WEBER S-1804
DATED SEPT. 1, 193
Rev. °,-LP_•~'~
SHEET 1 OF2
93- 119 THIS INSTRUMENT DRAFTED BV J.W.
Parcel 022-1054-70-100 04/12/2007 04:48 PM
PAGE 1 OF 1
Alt. Parcel 19.28.18.301A 022 - TOWN OF KINNICKINNIC
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 - CALIVA, DENNIS G & CATHERINE E
DENNIS G & CATHERINE E CALIVA
989 QUARRY RD
RIVER FALLS WI 54022
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description
SC 4893 RIVER FALLS
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 11.030 Plat: N/A-NOT AVAILABLE
SEC 19 T28N R18W PT NE SE BEING LOT 1 Block/Condo Bldg:
CSM 9/2690 11.03 ACRES
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
19-28N-18W
Notes: Parcel History:
Date Doc # Vol/Page Type
07/23/1997 1042/580 WD
2007 SUMMARY Bill Fair Market Value: Assessed with:
Use Value Assessment
Valuations: Last Changed: 08/10/2005
Description Class Acres Land Improve Total State Reason
AGRICULTURAL G4 7.030 1,100 0 1,100 NO
AGRICULTURAL FOREST G5M 4.000 12,000 0 12,000 NO
Totals for 2007:
General Property 11.030 13,100 0 13,100
Woodland 0.000 0 0
Totals for 2006:
General Property 11.030 13,100 0 13,100
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