HomeMy WebLinkAbout040-1110-40-200 kvs ar%gt,
Department of #1727
' SOIL EVALUATION REPORT
• ; Safety and in accordance with Comm 85,Wis.Adm.Code Page 1 of 4
+� t Professional Services Schmitt soil resting,Inc.
County
Attach complete site plan on paper not less than 8'/s x 11 inches in size. Plan must St.Croix
include,but not limited to:ve ' nd horizontal reference point(BM),direction and
percent slope,scale or di north arrow,and location and distance to nearest road. Parcel I.D.
040-1110-404" '
sx;�z t all information. Revi d By Iata,.
Personal in o prow ay be used for secondary purposes(Privacy Law,s.15.04(1)(m)).
Property Own Property Location
Walsh, Linda(Seller)Verga,Andrew(Buyer) Govt.Lot NE1/4,SE1/4,"3 8,T28iyE 9W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# `<
4858 Pinecroft Court,N 2 CSM 13/3561
City State Zip Code Phone Number L] City []Village Town Nearest Road
Stillwater MN 1 55082 Troy B'erstedt Lane
�❑New Construction Use: ❑ Residential/Number of bedrooms 5 Code derived design flow rate 750 GPD
❑Replacement ❑ Public or commercial-Describe:
Parent material Till over Limestone bedrock Flood plain elevation,if applicable NA ft.
General comments Area is suitable for a mound system. System elevation is 95.22'based off a contour line established atSlope of area is
and recommendations: 16%. Depth to limiting factor is 27", /J" y X U"�.sZ.—
F-1-1 Boring#
F]Boring
Pit Ground surface elev. 95.89 ft. Depth to limiting factor 30 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. -Eff#1 -EfW
1 0-6 10yr3/2 none sl 2mgr mvfr as 2f,2vf 0.6 1.0
2 6-30 10yr3/3 none sl 2fsbk mvfr gw 2f,lvf 0.6 1.0
3 30-41 10yr4/3 fif ioyr6/6 sl imsbk mfr gw ------ 0.4 0.7
10yr6/2
4 41-58 10yr6/2 f1d 10yr6/8 lvfs icsbk mfr cs ------ 0.4 0.6
10yr6/3
5 58-72 7.5yr4/6 c2a0',11fij2/8 vfsl Om mf ---- ------ 0.2 0.5
2 Boring#
F
❑Boring
Pit Ground surface elev. 95.89 ft. Depth to limiting factor 31 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. -Eff#1 -EfW
1 0-14 10yr3/2 none sl 2mgr mvfr as 2f,2vf 0.6 1.0
2 14-31 10yr4/3 none sl 2msbk mfr gw lvf 0.6 1.0
1f 10yr6/6
3 31-50 10yr4/4 c10yr6/2 vfsl imsbk mfr gw ivf 0.2 0.6
4 50-61 7.5yr5/6 cid 10yr6/8 10,r6/2 vfsl Om mf cs lvf 0.2 0.5
5 61-96 2.5y7/3 c2d 10yr6/8 vfs Osg ml ---- ------ 0.4 0.6
"Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L "Effluent#2=BODS<30 mg/L and TSS<_30 mg/L
CST Name(Please Print) Signature: CST Number
Thomas J.Schmitt 227429
Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond,WI 54017 10/18/2013 715-760-1978
SBD-8330(R.07/00)
Property Owner Walsh, Linda(Seller)Verga, Parcel ID# 040-1110-40-200 Page__2_of 4
[]Boring
3 Boring# E]Pit Ground surface elev. 90.94 ft. Depth to limiting factor 27 in. Soil Application Rate
FHorizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
0-16 10yr3/2 none 2mgr mvfr as 2m,2vf 0.6 0.8
16-27 10yr3/4 none sil 2msbk mfr gw 2m,2f 0.6 0.8
3 27-38 10yr4/4 c2d01y�2/6 vfsl lmsbk mfr gw ivf 0.2 0.6
4 38-60 7.5yr5/6 c2d 10yre'/8 vfsl Om mfi ---- ------ 0.2 0.5
10yr6/3
F-1 ❑Boring
Boring# 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. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •Eff#1 "Eff#2
❑
Boring# Boring 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/ft'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
"Effluent#1 =BODS>30<220 mg/L and TSS>30<-150 mg/L "Effluent#2=BOD5<30 mg/L and TSS<_30 mg/L
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-8330(R.07/00) Schmftt SoN T ,Inc.
I
j Page, of 4
ch itt oil .es n Inc. _ Na e: W_a Ih, ind Se ter Ve a, ndr w u e• —
ho as J. S hm tt, ST 227129 Ad res : 485 1 Ph iecroft C Durt,N
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ew Ric mo id. I 01 �-
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lope= 16 on our in El. 94.47' Co tou Li el- ngt 110'
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eel 77;
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KA-f-HLEEN H. WALSH
REGISTER OF DEEDS
D ST. CROIX CO. , WI
RECEIVED FOR RECORD
DEC 2 Q '" F 11-30-1998 9:30 AM
3
CERTIFIED SURVEY MAP
ST.CROIX COUNTY EXEMPT #
CERT COPY FEE:
TRANSFER FEE:
CERTIFIED SURVEY MAP RECORDING FEE: 12.00
DWAYNE AND JEANNINNE CARLSON PAGES: 2
Part of the Northeast 114 of the Southeast 114 of Section 28, Township 28 North, Range 19 West., Town of
Troy, St. Croix County, Wisconsin.
W 114 COR• SEC. 28, r28N, R/9W, E//4 COR. SEC. 28, T28N, R18 W,
N U M SUNDOWN
/COUTY SRVEYOR'S
ON.I AIL/LL S (CO UNTYS41RVEYOR'S MON.)
LOT 7 1 .'�i:•.vXr .4i.;ra
L 01- 8
E1 W 114 LINE N 89'17' 29 "E 5349.�S' --
t R/N89•18'10"E/
4093.72' 291. /8' 4 69.89'
761. 07' 495. 07
w
N1 .. ...!'.lip..
�L1 ;
en ; �.:JIT1�f4.t�it;n a ip��
W
M N t O T 2 r,�
z Q�pr1F;vdh04Ct
2 � llli P!it(�VOK.`
5.968 ACRES q Q
p 259,950 SO.FT. M J
O
W 0 �
LOT /
a � ti
W Q h P`�
k N J v 5.7/6 ACRES
W Q. a 249, 005 SO. Fr. W y
Z 5.623 ACRES fXC. TOWN ; L{ OP�� /� b t
q W R.O.W. AND ✓0/NT V `
p b N DRIVEWAY EASEMENT
~ 2 V 244,931 SOFT.
O h O O
b // \ W Q
Q N89.36'3S"W/76,7G(2) 1 8
m 101N OR/VEW.4Y EASEM I /3 � >I
J
Q h N 89.36'35"W 470•/0'
4 / I
UNPLA :TTED LANDS 00601 N's a3'o
6.9 W
SCALE / "= 150'
0�111111111Jp
0 50' /00' 150' 200' 250' 300' 400' 500' c^OtNv ,
LEGEND V ,�'� • • •. •,
2 :' LAU E CE%
0 Indicates I"x 24"iron pipe weighing 1.13 lbs./lin.ft. set. = m W FiPHY i Zo
-- -Indicates fence. S 1713 : a
R (10.0) Indicates previously recorded data. Rtv R Fay�s::'
9 •
This instrument drafted by Laurence W. Murphy ' ���icS t A NO
• to
Dated: June 19, 1998 ��� film%%��
Revised this 28th day of Sept. 1998." u ence W. Murphy
Owners Address: Regist ed Land Surveyor
157 Carlson Lane Go
River Falls, WI 54022 SHEET 1 OF 2 1
s�
Vol.13 Page 3561 '
wisq,;�Department of Industry, SOIL AND SITE EVALUATION
Labor and Human Relations Page of
Division of Safety and Buildings in accordance with S. ILHR 83.09,Wis. Adm. Code
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County
include,but not limited to: vertical and horizontal reference point(BM),direction and T C.ra Pik
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D.#
APPLICANT INFORMATION- Please prj?#WQ hilbhp,fiatf. Re iewed by Date qC�
Personal information yu provide y be sed for seooiaty purposes(Privacy Law,s.1¢.04(1)(m)). (-
Property Owner ! j' r�f t f 'property Location
. i �j 'Govt.Lot VV F 1/4 SE 1/4,S 0a T, I18 N,R AI(or)W
Property Own des Mailing Address Lot# Block# Subd.Name or CSM#
157 o.vlsor, 1.61 1 71
City State Zip C -' WaoRefr City ❑ Village ® Town Nearest Road
I vo (c l W1 .54b t, I S `° ` TROY
(KNew Construction Use: Residenti J—uWterlof edrooms _ Addition to existing building
❑ Replacement ❑Public or commercial-Describe:m _
Code derived daily flow�4SO gpd (v f�c� nded design loading rate 0 .5—bed,gpd/ft2 O•—L trench,gpd/ft2
Absorption area required 900 bed,ft2 d'4 7 0 rench,ft2 �yltimum design loading rate bed,gpd/ft2 (o O' trench,gpd/ft2
/
Recommended infiltration surface elevation(s) i a 2 19 _ft(as referred to site plan benchmark)
Additional design/site con ' ations -f n S 5, -�� `f'e vn S to It �nG �s ru f _
Parent material 4 Flood plain elevation,if applicable N _ft
S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank
U = Unsuitable for system S ❑ U S ❑ U ® S El U ®S El ❑ S I ❑S Mu
SOIL DESCRIPTION REPORT
Boring# Horizon Depth Dominant Color Mottles Structure GPD/ft2
Texture Consistence Boundary Roots
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed Trench
I
)n NfL -3/1
Si ) ►�
2 J6 -131 1 0YL3 i Si 2f5ti� rHFv CS z m O.S
Ground Z3_91 7 c� — Si Z FSbh. t^t v S I V 0., d,
elev. it 41
(0_e ft. 4
Depth to
limiting
98r
in.
Rema CS-
1 Boring # 0-3 10 YIZ 3 S tZ- 37 °� 0 Y(l 3 y 5 ; r, m� c 5 z ►"' O.S v. tv
3 4S-5�o �. �Y�t 913 — S CS I J O,S 'O G
Ground q (o-J,0 -7. 5 " q S� rSb�� muTr CS 0•S,0•
elev. 6-4 T S X
ljalft. 5
7
Depth to
limiting
7 n. Remarks: ' 0%k9.0, 344 v C".X 0 thA
CST Name (Please Print) 1 Signatur Telephone No.
P, ct'se N � 4 s_
Address Date CST Number
aa0 sS
SOIL DESCRIPTION REPORT
PROPERTY OWNER P�•i1 a�,ti� C�wv 1 606-j SOIL 2 of 3 '
PARCEL LD.#
Boring # Horizon Depth Dominant Color Mottles Structure G�Djft2
Texture Consistence Boundary Roots
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. ry
Bed ,Trench
3
C 5
Z 11-30
Ground 30-57 7,5 4 3 — t
elev. I 2`fS6�t Y►I r GS O,s,O,�
°L t• 57-93 -2 Y
:A
Depth Depth to
limiting
factor
743 in.
Remarks: raaL
Boring#
`F -2 -2-23 10 X2 3J2 S; 1 21
3 ?314 7,SYr25 S! fs6 vr, v
Ground
elev.
�QS Zit. a
Depth to
limiting
fac�tqr—W
7--Win.
Remarks:
Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed , Trench
Boring#
v-iL to YR '3/1 rn
5 2 1za� 10
L &-31 L fsbk m4` cs ► v f •S ;.
z: 34
-2,,S�2 3 i 5 I z s b k rr�v S — .S (47
Ground q 74-94 7.
elev.
0 5 ft.
Depth to
limiting
factor
,�-�in. Remarks: r o c I. �•4 �,
4rr�� . n I'-IoriZJ�
Boring#
`)' Tv 4 l tt B0rG 'i7
FY-
Ground
elev. - ..
ft.
Depth to
limiting
factor
Remarks: Geca.Lre o4 7 1&nl bair"' 1) y�v� c„
SBDW-8330(R.08/95)
DjIXN _ .ala ��oT PLAN P9 3 6�3
x
LoT2
5,g684c.
i = 40
469,$9.
-BM41 TOPIRON PIPE LOTCORNER POIXT I FL, oo.00
8M'T_TOP TUE-Mg� L882_F4 107. 80
0
M I
N
W
M B1
o 82 '
d i
wookek dos i
00 .�
�ehr,& foci C71QP4,i j LAN- 4
i L
4 R R A
BM'ef 2
Parcel #: 040-1110-40-200 07/25/2007 09:39 AM
PAGE 1 OF 1
Alt. Parcel#: 28.28.19.445B 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
O-WALSH, LINDA TRUST
LINDA TRUST WALSH
4858 PINECROFT CT N
STILLWATER MN 55082
Districts: SC= School SP=Special Property Address(es): `=Primary
Type Dist# Description
SC 4893 RIVER FALLS
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 5.968 Plat: 3561-CSM 13/3561
SEC 28 T28N R19W NE SE BEING LOT 2 CSM Block/Condo Bldg: LOT 2
13/3561
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
28-28N-19W
Notes: Parcel History:
Date Doc# Vol/Page Type
07/05/2001 650203 1673/635 QC
01/14/1999 595725 1395/449 WD
I
2007 SUMMARY Bill#: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 07/21/2004
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 5.968 77,000 0 77,000 NO
Totals for 2007:
General Property 5.968 77,000 0 77,000
Woodland 0.000 0 0
Totals for 2006:
General Property 5.968 77,000 0 77,000
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
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