HomeMy WebLinkAbout040-1250-50-000 HOLLISTER.'S SOIL TESTING & DESIGN
Mary Jo Huppert
W9875 690ie Avenue
River Fails,Wl 54022
Phone&Fax: (715)426-1775
Send to: ( C°#mil x C- !y From: ` 1 I '_ J o
,1 !
Attention: Jl 1 / }f( Date:: ✓
Office Location: Office Location:
Fax Number: 3e� Phone Number:
L3 ilrgcnt
U Reply ASAP
❑ Plcasc comment
❑ Please Review
❑ For your information � �
Total pages,including Dover.
Comments: S q
J- tcr
,ter
I F1li zzIn
I - � ,� 4CNoV— 7
k,44 nv- /0/
T 'd SLLT-92b-SiL 2uils8l ITOS s, J94ST iioH Ei bT 2nd
tllriseonsirrOepartrnertt o4lFldes
SCIL--AN137-MTE EVALUATION e A T e of
Labor arrt Human Relaaorts �'� �
Division of Safety&Buildings in accord with ILHR 83.05,Wis.Adm. Code
JPARCEL OUNTY
Attach complete site plan on paper not less than 8 112 x 11 inches in size.Plan must include,but `JT, tr Cwt
not limited to vertical and horizontal reference point(B a on-�d%of slope,scale or I.D.
dimensioned,north arrow,and location and dista 19 `stEpeds`s. �
APPLICANT INFORMATIQ -PLEASE P N. �1"LL FQMA� 1 GATE
PRaPEt37Y OwNEA: 1 Vby -P OPERTY LOCATION Z,sztA.TzSN, R zo
�br6 W YzTKS y Q T Zg ,N,R 19 _WW
PROPERTY OWNER':S MAILING ADDRESS -.4 a ,?J it BLOCK# SUBD.NAME OR CSM# !r
C.T. .� C.9p� "rte
` 5 .�.., tt_1 h6E �7
CITY,STATE CODE , � Qvlt.tAGa: ®rowN NEAREST
�Q New Construction Used Residential/Nu rtif b ] Addition t existin building
[ j Replacement [ } Public or oommerciaai descnbe SND ��
Coda derived daily flow gpd Recommended design loading rate--QdL polft2 trench,gpolft2
Absorption area required If= bed,ft2 ?C_trench,ft2 Wdnntm design loading rate gpd1ft trench,gpolft2
Recommended infiltration surface elevation(s) t7tl&M r re to ite plan benchmark] (�
Additional design 1 site considerations �f P
Parentmatmial _SArm5-mmy; !U..Ae iA 7-tr Rood plain anon,if applicable V uh g
S-Suitable for System CONVe4TIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TAN(
U=Unsuitable for stem I as ❑U jal S ❑U I Rs ❑U ZS ❑U ❑S Oil ❑S U
SOIL DESCRIPTION REPORT
Baring# F4orizon Depth Dominant Color Mottles Texture Structure � � Roots GPD/ft
in. MUnselt Cu.Sz.Cont Color Gr. Sz. Sh. Bed Tn�rtdt
K 1 U-1 loye 2)Z -- s l rn sbK 5 0
Z I - 10 vK 4 -;ls 1 r>nsb , C QW -- o.
Ground 3 ,.fo-7t. 0 1 S� I m3 1S ►� — $�
2
Depth to
limiting
I
factor i
7
Remarks: n ZOO 2 RArl S�-t•IeEAct DE 10 Yg�t ;.RL>_ NoP��hls R�i>CT ;Q osa.
Boring# 1•
I 0-1 loY zJz 15
c.s 0.7 0•
2 ,oYI��2- is m rnv as - 0.7 .g
Ground 2T-ur, Z.5 YK Z-10 I rn ' V MTr aw
elev. y 3-� o ,� 3 5'] I r,rt 1< --- d•Z
<j'?
Depth to �-
limiting
factor
7 77"
CST
Remarks: =t 1 V^tr• DS t`t ,l
,I-Please Print Phone:
1 ST LL t S ZZ
Sign Date: ;C q, ,/ /CST Number:
NOV. L M03 07
Z 'd SLLT -9Z�-STL 2u"4s8l TtoS s, u84s1110H d{,j, :ZT 61 fsT 2nd
o.
PLOT PLAN
Property owner jitkC-^M'r=LI;; xG wrx�
Legend:
Legal Description_L 6_ TiZ4'� UIUJK�E, m w TOP OF W eMAII NAME
WCAtn yu-rHF sk S?4,Tal Nj 2o--A Ft zo STA=O
wVZ, 5 iq,TZtAI R 19 W, TOWAJ OF TjZDY
Q = soil boring w/backho,
ter: C CounSr(1 w\scaAu si N (ArJ%3Co .eZ OF- LOT LINE p4m
Af fxtx.)
<jgra awe-Te l M/HPS RDf-
{ /.&jLg-AG`f OF LOr 4tNE
LCD
5- 905 2s'
� I
q5-7 P
Vz
�� �-�' �q oil• ` �
�-ys6 1
�L 400.Q' g
eL 847., l
. I
M- 29s v
Amwses �wAy
.E1�•���E�7' Signed CST
M 0 370-7
Dated hNI, =jQg6
6 'd SGLT-9zb-STG 2UTIS81 iioS s, ialsijjoH ET jT 2nd
wscionsin 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
5T CK 01
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must include,but PARCEL I.D.�a
not limited to vertical and horizontal reference point(B eotlon; %of slope,scale or
dimensioned, north arrow,and location and dista tg�eler�st.to�c} �, I DATE
APPLICANT INFORMATIO -PLEASE P N. J LL FQJIuIA'�1. �,
v;'
Z TZ8n1t RzO P OP..RTYL , IEO
PROPERTY OWNER:
_ W Y2 tW S I g T ,X N,R 19 W
f # BLOCK# SUBD.NAME OR CSM# -74.1
PROPE OWNER':S MAILING ADDRESS '�' , _ _ -t'1(p V I t.1h6E •�
Z
T.H.
CITY,STATE ZIP CODE Tc C ITY []VILLAGE (MOWN NEAREST ROAD
�Q New Construction
Use Residential!Nu+ pf 1360 ] Addition t existin building
j ] Replacement ( ] Public or commercial describe
Code derived daily flow (,,oC_gpd Recommended design loading rate gptg trench,gpo4t2
required bed,ft2 trench,ft2 Maximum design loading rate gpd/ft trench,gpd/fi2
Absorption area eq � �_
Recommended infiltration surface elevation(s) N M re plan benchmark)to ite
Additional design/site considerations — �• o of
Parent material Rood plain elevation,if applicable g
S-Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL I HOLDING TANK
U=Unsuitable fors stem I Us ❑U JR S ❑U Jos ❑U I Z S ❑U ❑S ®U I ❑S fiou
SOIL DESCRIPTION REPORT
RDe Dominant Color Mottles Texture Structure Consistence Y Roots GPD/ft
Boring# Munsell Gu.Sz.Cont Color Gr. Sz. Sh. Bed Trf�rn %by,1QVK Ground , o 41 — s1 I/vr;,sbK v- — s
847.1 ft. Z-
Depth to
limiting
factor 0 t
7
Remarks: ZIJn1 2- 4A•sS-TrEAK-, OF AU, 4=7n,\15 9Aecr ,0 osq
Boring# _, _
0-� 104 z I z I S r C s 10.7 :0.8
:.
)s ` ,,,� rrn,Nr 0.S 0.7
Z IoYK.Z/Z
�r "10 - 1 Yrn rn�r vJ -
Gmund
elev. 4 133-� to tC 3 Si l rv�S 1< Ih 0•L
�9c 10 ft. L D,
Depth to
limiting
factor
-777'
Remarks: -1Cttz0�5 I Z Q,tr -ro 05;t. }40r`kzoA1 3 44 AS SoMS L MQ If
ENam�e---Please Print Phone: 2. - 1
ST FALLS, t S 40 ZZ
Date: , MAR. ,/ JCSTNumber:
Sign N00, !.S M03 7 07
PROPERTY OWNER 211 MELR. X0 1 SOIL DESCRIPTION REPORT Page?of 3
PARCEL I.D.
Depth Dominant Color Mottles Texture Structure ConsLsbence Roots GPD/ft
Boring# Horizon in. Munsell Du.Sz.Cont Color Gr. Sz. Sh. Bed ITWxh
0- Io I KZlZ — 51 I m sbK MJv CS 0.y , (T.S
:2 Z IOV 3/3 1 I m.Sb1( M-4 r aw V.4 0.5
Ground 3 OY2 2/�- gym:bK rr4r aw N
elev.
10 Y u m S 3 ) , on O-q
Depth to
limiting
facet
Remarks: tlot�z�S Z4 3 HAVe �x�E aK�)EL
Boring#
I 0-0k 24 2- -- I S I msbK m q CS — ,
7h 2 -1 313 Is I rn,�b< m 4y' OW — 0.7 O,�I
Ground 3 I g-2b 10 3 S►1 1 rr�sbK r,-�r uJ — ,
elev. y 126-29 TV%1 J 10.7
qo0L.1 ft.
Depth to
limitin(g
faC7 89,
Remarks: +E0 f ZOA) L 4-P.6 SQAnr= r�,�u>sL, i-I OIC.I Zo ) z HAS ZaN►E i OY KZ/z 3AAW 5
Boring#
15 1 m sbK m J4v- 0.-7 0,g
i:iw4vYV:htiiO
39- �f y 0`
Ground
c�aft. - Y 3 J s� m
Depth to
limiting
factor
Remarks:
Boring#
li3
Ground
elev. ft
Depth to
limiting
factor
Remarks:
SSO-8330(R.05/92)
Page o_° 3
PLOT PLAN
Property Owner Fu-EMMgLE Legend 6-90' ►v►F�,rE
• NoT�p
Legal Description LCT 65, TRDy VI11LAr BM = TOO OF (oO PF.NN'I NAIL
LOC-A-MD WTHE SYZ• SZ4, Ttu N ` ,20W pLA4 -60 { STAI.EO
'� ELEVA--nW 405. ZS'
WVZ, S IgITZJAJ) R i4W, 15uJAJ OF TPDY) ❑ = soil boring w/backho,
3r c"%x CouNTy) WNSCON SI N CAr1J&LE%5 0E- LOT LIAIp:� AIL.
MPMX-)
5FS SIARNSI ~4 wK
I A&MY—ACyOF LOT LINE
ANC L--5-
I
1
LOT-
el-9o5-Z8'
b •` iY
P�
Z
I ='
w
Q8-ys�
qo0•� I Q
a I
❑8-45b � I
egq-1.)
I
C75-tiss
CrL_ 84s
�p �!�//D� UT/L/•fY ST A�NES I�A7?�WA`� r%/_
�fi5�/HEN T Gcrc Signed
CST
M03707
Date Ajt� 2, Aq(p
Parcel #: 040-125060-000 07/25/2007 10:27 AM
PAGE 1 OF 1
Alt. Parcel#: 19.28.19.1307 040-TOWN OF TROY
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
PETER A JOHNSTON
O-JOHNSTON, PETER A
8014 DRAKE RD NE
WOODBURY MN 55125
Districts: SC =School SP=Special Property Address(es): '=Primary
Type Dist# Description *274 ST ANDREWS DR OR
SC 4893 RIVER FALLS
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 1.075 Plat: 2557-TROY VILLAGE '97
SEC 19 T28N R19W S1/2 NW1/4 LOT 65 TROY Block/Condo Bldg: LOT 65
VILLAGE
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
19-28N-19W
Notes: Parcel History:
Date Doc# Vol/Page Type
06/14/2004 765765 2595/076 WD
07/23/1997 1192/608 WD
07/23/1997 493/521 LC
05/27/1997 1241/254 WD
more
2007 SUMMARY Bill#: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 07/22/2004
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 1.075 95,000 0 95,000 NO
Totals for 2007:
General Property 1.075 95,000 0 95,000
Woodland 0.000 0 0
Totals for 2006:
General Property 1.075 95,000 0 95,000
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
N
1 I N NO
o ;\1 1 ; N
ICA co
PC
av f PT 81+08-65 w�0 �, \\\ Y\` N \• l
OD L4
1 1 C
r .�
w
\119
0 co
I ♦ \ `• \ `
°' ,� •� ` ` ` - / �\a \`�• 900 1
OD
IN
co
A f \ , \ ` `\ O ` •` ` b ` ` `
01 p) I •1 i 03 I bo t.Sa O
c _ A l+ r v t Cn
p - - -- - - t ` i y `1 . ,. ��j c to � tD
� v ` V ,a -
/!
616 . .`\ \ —
Nk
CL�w CL 85+92.71 co
6 �39/o 86+ 0 O,
OD
_
90
to
w
`Y' F
\\ 1 1 ao: .
\ I O
0 OD
\\ � i I /j 8876 3 �� r\� ( .� r ,.� saw'
w 1
\ 1 0 ' r / • I I t r f f
\ � / , / / t
r t
CA rl
\� , °4 O0/� / l r r r
� I
to / c
5.77 _i� ' it Ii
I I Pq
ED—U1
OD cn o 00
rn N Ot. I p� m, oo w N rn 0° N
NCI O I I N
z o•� X07 0
3 „0000°90 S 3
M.
iV _oco v �`�9' 06'F ' °-o 10.22'
��'�' D N �v o, ? ,66 c4A
I oa' o rn ��°o ,S Sjr'3 m
I
111 pp, cn
�� v 27g 63'0 E po �N 0 _ �l, \ 3 „00 ,O0) = t
I
o in 1 con '' f j�► �` � c �
n 'c',, ' N 1 v°,OODLn 4i o� cn '�.�o° 00
ACS
Ch °- t N o c„ M.Ln ° 0 00 Ui 8•,
46.� ( o) a �o °' cmn '°° N U1 i� �- M 00 ,OOoLO N C
S 110 I, -�^ ti n(n tom•' !,05 N�
-- - 00 yyl x89.97, � �` m'1 O�' �b O r., d) f
.N 11 opp pow _ s 11.00,po -_--_.c9 S 22opp\\ cn .bo �,S C
7 46.88 �' N`100'0p,e'��-`9 l �,3 39 69' w 739 6 ,, �'l'O°ro v,
S O ?
0 0 , 0 189 9 j� C 1 �.R�O A .00, 9 g5 C O O m 8' F 0 01
' 4 0 0 U _ o� 05 p Op, 10 a
o ct, w 04' Op,, \R�' C 125 l 0• /y
n cn 07 f 738'�� Z7 95� 1 Ln m ?`
I n n o cmn m �\ N SS6. 69'/� -\` 00 0 03°04' 16" E
I rn � ".3°00' 00" E � 0° _ En� � �p _ o`O °c� 312.60 �
a,
E I o I 273.78' o o� co co 9S, �� Ln v �°w o�
0, o o - o w�o� o 7 p0�0 oa
CO
0"'14 cn m aN - 4 U'° -, 0cn 4 0
/ �� ro c-). �o;Uq 00 I• I m'TI _ N ° O� N 0 0 w 69j`sib
ao �Z C3°00'00" E u-' c"�� N°0 N N F 5
I V �Z z 275.00' lgg 20' 0 cn o >(n 06 0
I � S 16° 26' M.n o n �, 0
E O°_ i(n o I 0� 7706„ N - M.
o° 1'U °- I a 0 � <n w S 16176.p3, m N
' D 186.04
C)��*i o 00 7�p6"
m' - (A N' S 00 000' 00" E o;
7, ID I 275.00' o° -4 rn cn
� 0 �> L
1-1 _
I :moo I too 0) cn m c�n�i �s
c, v Dcm -im
0„ 0000 O -� Z°-n,o o
3.80 6161 . ° Cr Or
4' G 1 f) 1 1.93__ o C _rn m _�
5°ao' 001, E g o oo a z LT,z
.� ZN 3000, E'%�c 0�' 0 "Vr°' 0 - O w cn c� cn c�
iJ 00 00' E 121.93' - 0 0 0 0 un o
----- 98.21 — c=n rn r rn cn
5� o I o ?75.34'C110 gg
0 0°- ° a, Wiz,% z a SO c�c
o
_ ;u • a o;y
��
CO o
J
I I• �: r1 0, o°DO�a
I I m 1 1 v �ivz z°
� 181.39'
ni Z ' N 12N�03°42' 06" W 395.52' r - - - - - - (1 0 - 0 CD 14 Ln
�0 1 Co. U' I -� �{�20 m Ln om
°
CO
°- 0� ^ ry vI -Zi 0r (n g O .? ' � c�li M
lo p �Q
- ' _ LA
I Wn
m N 03°00' m
00" W rn/+ a i
337.82' �°0
i I � Z -n