HomeMy WebLinkAbout030-2102-20-200
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N*sconsin SOIL E OR
Department of Commerce in accorda wdm. C e Page 1 of 3
Division of Safety and Buildings Schmitt Soil Testing, Inc.
Attach complete site plan on paper not less th an 8%Z x 11 inch~ C unty
St. Croix
include, but not limited to: vertical and horizontal reference poi percent slope, scale or dimensions, north arrow, and location N&Y P cel ,.D .D. 030-2102-20-
Please print all information. Reviewed Dat
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).~ c~ v
Property Owner Property Location
Davis, Jack & Marilyn Govt. Lot SE1/4, S S29, T30N, R19W
Property Owner's Mailing Address Lot # Block # Subd. Name o CS
468 Highland View Road 31 Highland K6 -d Add'n
City State Zip Code Phone Number ❑ City Village ❑ Town Nearest Road
Houlton WI 54082 715-247-6461 St.Joseph Highland View Road
Z New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material Glacial till Flood plain elevation, if applicable NA ft.
General comments
and recommendations: Area is suitable for a conventional system with a 0.4 gpd/sqft rate. Possible system elevation for Area 1
is 97.60'. (3) trenches.
F-11 Boring # ❑ Ground surface elev. 100.45 ft. Depth to limiting factor 96+ 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. *Ffr"' *EW2
1 0-9 10yr3/2 none sl 2mgr mvfr as 3vf .6 1.0
2 9-16 10yr4/6 none grscl 2msbk mfr gw 2vf .4 .6
3 16-28 7.5yr4/4 none grsl 2msbk mfr gw 1vf .6 1.0
4 28-50 7.5yr4/6 none SI imsbk mfi gw .4 .7
5 50-96 7.5yr4/6 none sl lmsbk mfr .4 .7
❑ Boring # El
Ground surface elev. 100.85 ft. Depth to limiting factor 97+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-7 10yr3/3 none sl 2mgr mvfr as 3vf .6 1.0
2 7-13 10yr4/6 none scl 2fsbk mfr gw 1vf .4 .6
3 13-19 7.5yr5/4 none grsl 2msbk mfr gw 1vf .6 1.0
4 19-41 7.5yr4/6 none cbsl imsbk mfi gw .4 .7
5 41-97 7.5yr4/6 none grsl 2msbk mvfr .6 1.0
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS S30 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 4/12/2006 715-247-2941
s D-s33o (x 07/00)
Property Owner Davis, Jack & Marilyn Parcel ID # 030-2102-20-000 Page 2 of 3
F,31 Boring # ❑ Ground surface elev. 96.05 ft. Depth to limiting factor 96+ in.
❑ Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efl#1 *Eff#2
1 0-12 10yr3/3 none sl 2mgr mfr as 3vf .6 1.0
2 12-24 10yr4/6 none scl 2msbk mfr gw 2vf .4 .6
3 24-40 7.5yr4/6 none sl 2msbk mfr gw ivf .6 1.0
4 40-96 7.5yr4/6 none sl imsbk mfi .4 .7
4 ] Boring # ❑ Ground surface elev. 101.50 ft. Depth to limiting factor 96+ in.
~ Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#t *EfW
1 0-11 10yr3/2 none sl wfsbk mfr as 3vf .6 1.0
2 11-21 10yr5/3 none sl 2msbk mfr gs 2vf .6 1.0
3 21-30 7.5yr5/4 none grscl 2msbk mfr gs ivf .4 .6
4 30-42 7.5yr4/6 none grls icsbk mvfr gw .7 1.6
5 42-96 10yr5/4 none Is Osg ml .7 1.6
❑ Boring # ❑
❑ Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#t *EfW
I
* Effluent #1 = BOD> 30 220 m /L and TSS >30 < 150 mg/ L <
g _ L Effluent #2 - BOD5 < _ 30 mg /L /L and TSS 30 m9/L
s
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 (8.07/00) Schmitt Soil Testing, Inc.
Page 3 of 3
Conducted by: Conducted For:
.Schmitt Soil Testing, Inc. Name: Jack & Marilyn Davis
Thomas J. Schmitt, CST 227429 Address: 468 Highland View Road
1595 72nd St. City, State, Zip: Houston, WI. 54082
New Richmond, WI. 54017
Phone: 715-247-29 1 Subd.Name: Highland Hills 2nd Add'n'97
Lot No.: 31
Legal Description: SETA SWl/4 Sec 29 T30N R19W
Township, County: St. Joseph, St. Croix
® Bench Mark El. 100.00' Top of 2" pvc pipe
Alternate Bench Mark El. 94.51' top of 2" pvc pipe
Slope= 14% )
SJL V= 40'
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9N~8uf4v~'~°,,.~~ HATALEEA H. ALSH
tons:-:" REGISTER OF DEEDS
_ ST. CROIX CO. EN RD
FOR RECORD
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v1 05/02/20% •9:40AM
m SURVEYOR'S RECORD o
zo THE SOUTH UNE OF THE SWI/4 OF SECTION r CERTIFIED SURVEY MAP
29 BEARS S8924'09"W AS REFERENCED TO m RfiC FEE: 13.00
v THE ST. CROIX COUNTY COORDINATE SYSTEM Z COPY FEE: 3.00
PAGES.- 2
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SHEET 1 OF 2
Vol 21 Page 5202
1 of 2
Parcel 030-2102-10-200 03/13/2008 04:11 PM
PAGE 1 OF 1
Alt. Parcel 29.30.19.8306 030 - TOWN OF SAINT JOSEPH
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
06/09/2006 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - DAVIS, JACK G & MARILYN J
JACK G & MARILYN J DAVIS
468 HIGHLAND VIEW
HOULTON WI 54082
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description * 470 HIGHLAND VIEW
SC 5432 SOMERSET
SP 1700 WITC
Legal Description: Acres: 3.008 Plat: 5202-CSM 21-5202
SEC 29 T30N R19W SE SW LOT 30 HIGHLAND Block/Condo Bldg: LOT 31
HILLS 2ND ADDN NKA CSM 21-5202 LOT 31
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
29-30N-19W SE SW
Notes: Parcel History:
Date Doc # Vol/Page Type
05/02/2006 824141 CSM
02/20/2001 638867 1589/196 WD
2008 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 04/16/2007
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 3.000 61,900 0 61,900 NO
Totals for 2008:
General Property 3.000 61,900 0 61,900
Woodland 0.000 0 0
Totals for 2007:
General Property 3.000 61,900 0 61,900
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
Wi!5on;siA 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
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St
pARC 'Q
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or
dimensioned, north arrow, and location and distance to nearest road. g
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION R7 D BY DA
Lif
PROPERTY OWNER: PROPERTY LOCATION
Joanne Persico GOVT. LOT SE 1/4 SW 1 9 T 3 r C 19 XjWW
PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NA S I'A
400 S. Second St. 31 na Hi hla is Sfid
CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE RROWN
E"
Hudson WI. 4016 (
71t 386-9060 St. Joseph
[ New Construction Use [x] Residential / Number of bedrooms 3 [ ] Addition to existing building
j ] Replacement [ ] Public or commercial describe
Code derived daily flow 450 gpd Recommended design loading rate • 5 bed, gpd/ft2 •6 trench, gpd/ft2
Absorption area required 900 bed, ft2 750 trench, ft2 Maximum design loading rate • 5 bed, gpd/ft2 •6 trench, gpd/ft2
Recommended infiltration surface elevation(s) 99.9-98.0-97.5-95.20 ft (as referred to site plan benchmark)
Additional design / site considerations trench system design
Parent material pitted glacial drift Flood plain elevation, if applicable na ft
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U = Unsuitable fors stem ER S ❑ U ® S ❑ U [B S ❑ U f] S ❑ U 12 S ❑ U ❑ S CCU
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 0-9 10 r3 3 none sil 2msbk mfr cs 2f .5 .6
1
2 9-30 10 r4 4 none sicl lcsbk mfr if .2 .3
Ground 3 30-84 7.5 r4 4 none sl 2m r mvfr na na .5 .6
elev.
98 . *0
Depth to
limiting
factor
+84"
Remarks:
Boring #
1 0-12 10 r3 3 none sil 2msbk mfr cs 2f .5 .6
2 12-32 7.5yr4/4 none sicl lcsbk mfr gw if .2 .3
Ground 3 32-84 7.5 r4 6 none ms os mvfr na na .7 .8
elev.
103.4 ft.
Depth to
limiting
factor
+84"
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200 ve. New Ri mond WI 54017
Signature: Date: CST Number: m02298
6a2r~ oe 11-11-96
r
PROPERTYOWNER Joanne Persico SOIL DESCRIPTION REPORT Page _2 0-
PARCEL I.D. # Lot #31
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trends
1 0-13 10 r4/3 none sil 2msbk mfr cs 2f .5 .6
2 13-35 10yr4/4 none sicl lcsbk mfr gw if .2 .3
Ground 3 135-47 7.5yr4/4 none sl 2csbk mfr gw na .5 .6
elev.
101.0 ft. 4 147-84 7.5 r4 6 none cos os mvfr na na .7 .8
Depth to
limiting
factor
+84"
Remarks:
Boring #
1 10-14 10yr3/3 none sil 2msbk mfr cs 2f .5 .6
2 114-36 10yr4/4 none sicl lmsbk mfr gw if .2 .3
3 136-52 7.5 r4/4 none sl 2csbk mfr gw na .5 ' .6
Ground
elev. 4 152-84 7.5yr4/4 none ms osg mvfr na na .7 .8
W _ 7 ft.
Depth to
limiting
factor
+84"
Remarks:
Boring #
1 0-12 10 r3/3 none sil 2msbk mfr cs 2f .5 .6
2 12-30 7.5yr4/4 none sicl 2msbk mfr gw if .4 .5
3 30-84 7.5yr4/4 none sl 2msbk mvfr na na .5 .6
Ground
elev.
103.4 ft.
Depth to
limiting
factor
+84"
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
STEEL'S SOIL SERVICE
Gary L. Steel 1554 200th Ave.
CSTM2298 Joanne Persico New Richmond, WI 54017
MPRSW 3254 SEQSW4 S29-T30N-R19W (715) 246-6200
town of St. Joseph
lot #31-Highland HIlls Second Addn.
N
1"=40'
BM.= top of SE lot stake C el. 100,
r~
1 1`
Gary L. Steel
11-11-96
I