HomeMy WebLinkAbout030-2011-90-300 (2)
RECEIVED
o Department of L EVALUATION REPORT #1s42
S Safety and
P Professional Services in accordance with Comm 85, Wis. Adm Page i of 4-
ST CROIX CO Lip ENT 369HDF4DNKPNW -,hmittSoil Testing, Inc.
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Attach complete site plan on op(WwdWi h2tt 8lx 1 inches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and - -
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parce I.D. 300 ` ha
Please print all information. Pa -90
- wed By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). I Re Property Owner Property Location
Steward, Frank & Michelle Govt. Lot NE1/ , SW1/4, S35, T30N, R19W
Property Owner's Mailing Address Lot # Block # Subd. Na a or CSM#
1224 Bass Lake Rd ~3! ~CSM Pending Approval $~wQ /
City State Zip Code Phone Number City Village Town Nearest Road
Hudson WI 54016 715-441-0541 St.Joseph 1232-Bass Lake Rd
New Construction Use: Residential / Number of bedrooms 4_ Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe:
Parent material Outwash Sand (Burkhardt Series) Flood plain elevation, if applicable NA - ft.
General comments Area is suitable for a conventional system with a 0.7 gpd/sgft rate. Possible system elevation for Area 1 is, step trenches, T below
and recommendations: grade, (high) 93.50', (low) 92.10'. Slope of area is 14%,
x,
Boring #
F-1 I Boring
Pit Ground surface elev. _ 96.49 ft. Depth to limiting factor 92+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
j in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. E *Eff#1 *Eff#2
1-]-0-5 10yr4/3 none ( grsl 2fsbk mfr as j 2vf 0.6 1.0
2 5-15 7.5yr5/6 none Icos Osg ml gw 1vf 0.7 1.6
3 25-55 10yr6/4 none s Osg ml cs 0.7 1.6
4 55-72 10yr5/4 none cbcos Osg mI cs 0.7 1.6
5 72-92 10yr6/4 none s Osg ml 0.7 1.6
K ~
Boring SIP
Boring #
Pit Ground surface elev. 96.49 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#1 *Eff#2
1 0-6 10yr3/3 none sil 2mgr mfr as 2vf 0.6 0.8
2 6-14 7.5yr4/6 none sii 2msbk mfr gw 2vf 0.6 0.8
3 14-20 7.5yr4/6 - none grsl 2msbk mfr gw ivf 0.6 1.0-
4 20-33 10yr5/6 none Is Osg ml cs 0.7 1.6
5 33_96 10yr6/4 none s Osg ml 0.7 -1.6
* 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 St. New Richmond, WI 54017 10/14/2016 715-760-1978
SBD-5330 (R 07/00)
Property Owner Steward, Frank & Michelle Parcel ID # Part of: 030-2011-90-100 Page 2 of 4
Boring
F Boring # Pit Ground surface elev. 92.24 ft. Depth to limiting factor 98+ 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,l •Eff#2
1 0-8 10yr3/3 none sil 2mgr mfr as 2vf 0.6 0.8
2 8-13 7.5yr4/6 none sit 2msbk mfr gw 2vf 0.6 0.8
3 13-21 7.5yr4/6 none grsl 2msbk mfr gw lvf 0.6 1.0
4 21-36 7.5yr5/6 none Is Osg ml cs 0.7 1.6
5 36-98 10yr6/4 none s~ Osg ml 0.7 1.6
Boring
❑ Boring i 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/fl
in. Munsell Qu. Sz. Cont. Color Gr Sz. Sh. -Eff#1 ! -Eft#2
Boring
Boringt 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/ftz
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2
'Effluent #1 - BODG> 30 -5_220 mg/L and TSS >30 <150 mg/L Effluent 92 = BODS < 30 mg!L and TSS <30 mg/L
The Department of Commerce is an equal opportunity sere ice pro\ ider and emploN er. if,, oil need assistance to access scn icc~ or
need material in an alternate format. please contact the department at 608-266-3151 or I'TY 608-264-87".
Sl3D-sS31' (Rfl- , , Schmitt Soil Testing, Inc.
- i
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Page 3 of 4 f
Conducted b
Y' Conducted For:
Schmitt & Sons Excavating, Inc.. Name: Frank & Michelle Steward-
Thomas J. Schmitt, CST 227429 Address: 1224 Bass Lake Rd
586 Valley View Trail City, State, Zip: Hudson, W154016
Somerset,W154025- r i--
Phone: 715-160-197 PID: 030-2011-90-100 =
Lot No. Q CSM Approval
- r - '
Date 0 Legal Description: NEI/4 SW1/4 S35 T30N R19W
® Backhoe Pit Township, County: St. Joseph, St. Croix County
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A Bench Mark 1 El. 100.00' Top of 2" PVC Pipe
® Bench Mark 2 El. 97.38' Top of SE Lot corner 1" Steel Pipe --r
Slope= 14% i. 1
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Scale 1"= 60'
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CERTIFIED SURVEY MAP
O ,A-ED IN PART OF THE NE 1/4 OF THE SW 1/4 OF SECTION 35, T30N. R19"N,
TOWN OF ST. JOSEPH, ST. CROIX COUNTY. WISCONSIN.
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270.99' 264.00' PREPARED FOR:
z 53419' 66,02' FRANK & MICHELLE STEWARD
p N89°46'5$°E 601.02' 1224 BASS LAKE ROAD
HUDSON. WI 54016 I.
PROPOSED a v
m LOT 1 DRIVEWAY 3 3 SURVEYOR:
{ 147,568 SQ. FT. 13.388 ACRES ) TOTAL AREA DOUG 7AHLER
^r RUTH CONSULTING & ASSOCIATES
_ 131,211 SQ. FT. 13.012 ACRES ) EXCLUDING R/W ' 2920 ENLOE STREET
N SUITE 101
. I HUDSON. WI $4V 16
2+
529.97' 66 1'
N89°52'16"W 595.48' .o
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°n LOT 2 m 0 m
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_ a 147,194 SQ. FT. [ 3.379 ACRES j TOTAL AREA ti C) n w
o N 130,818 SQ. FT. [ 3.003 ACRES j EXCLUDING R/W c O m U
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N00°20'20"W 28.58'- -4 m Z '
525.76' 66j00' t~l m M _
oPCS=~ S00°2010"E n J a z
N89°52'16"W 591.76' wn,kCD~ ~rSS _ 28.19' i m
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N NORTH F
a, ry
a LOT 3 e
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a~i o SCALE: 1"= 150'
r°v 147,604 SQ. FT. ( 3.389 ACRES) TOTAL AREA I ~
131,167 SQ. FT. 13.022 ACRES I EXCLUDING R/W -roz c 0 150 300
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527.80' 660'
W
N89°52'16"W 593.80' o
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N00'20'20"W
102.13'
SURVEYOR'S CERTIFICATE:
t, Douglas.). Zahler, Professional Wisconsin Lantl Sun;egor t a.t.y ce * f. tt;at hs the direct c,r ;ran, and Mic'e'. _tewa'd, have
surveyed, divided and mapped a part of the Ncrtheast Quartet of ti'.S ,.A we' . Qt ~rte' Se- cn 35, `30N, R194 -~TC- ,r c,f St. Joseph, St -
Croix County, Wisconsin, described as follows:
Ccmmencing at the West Quarter corner cif said S -ct,I ii ?Y ihen~e, ~!cirg the eas'- aad wet - In, ,f sad S« jun ?T c 5.> E a
aistance of 1310.97 feet to the northwest corner of said Northwest Quarter of ;oe Southwest Quarter and tnC point of bvgw V r°; theaca
continuing on said line N89'46'58"F a distance of 975.57 feet to a point on said line 264 feet westerly from the westerly right-of-way of
Bass Lake Road; thence, parallel to said right-of-way, SOI°17'17"W a distance of 165.05 feet; thence, parallel with said east and west
c;uarter line, N89°46'58"E a distance of 330.02 feet to the easterly right-of-way of said Bass Lake Road; thence along said easterly
right-of-way 501"17'17"W a distance of 468.30 feet: thence, along said right-of-way, S00°20'20"E a distance of 378.17 feet; thence, aia,l
said right-of-way, S01°24'48"E a distance of 315.95 feet to the south line of said Northeast Quarter of the Southwest Quarter; thence, a ;%ng
said south line, N89'53'38"W a distance of 1299.73 feet; thence, along the west line of said Northeast Quarter of the Southwest Quarter.
%00°04'18"W a distance of 1319.85 feet to the point of beginning. Containing 38.118 acres of land. Subject to right-of-way for Bass Lake
Road along the easterly 66 feet thereof and subject to all other easements, restrictions and covenants of record.
also certify that this Certified Survey Map is a correct representation to scale of the exterior boundary surveyed and described; that I n.c.
c mhE~.e w;rh the L previsions of CF.apter 236.34 of the .J.,r_c- i statutes tnd `he lard ~ubdivlsicn ordinance cf St Croix Count, and
t'~- v ;;ag a rd ape - S3•r_-
Dc glas Z31r C 2.:5 Da
S & N Land Surroeying%=9Ca
2 20 En;oe St. Soho 1G1
,Json, WI 540_,1
COUNTY TREASURER'S CERTIFICATE
State of Wisconsin;
County of St. Croix)SS
Cheryl Sand being r, 3v. ng t _i St _ rar. Co,. rty, d: t~: cat `h cres
unredeemed tax sales and nc. .npaid taxes or special assessments as cf_ 1 t cr,'g the iand ncluded on tn,s CerW _,9
Survey Map.
SHEET 2 OF 2
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CERTIFIED SURVEY MAP
LOCATED IN PART OF THE NE 114 OF THE SV,I 114 OF SECTION 35 T30N. R19`.
TO'',AiN OF ST. JOSEPH, ST CROIX COUNTY, WISCONSIN.
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G. o y y ? p o C D O m 0 THE EAS ( - vrEST 114 LINE OF
`z n y w m n SECTION 35 BEARS N89'46 WE AS
v m 3 - m O M O O A REFERENCED TO THE ST CROIX
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v m'm v 2 D p COUNTY COORDINATE SYSTEM
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L501°24'48"E 314.82' N00'20'20W 379.72' 501'17'27"W 467.55' ~n
102.13' -1
• 110312
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N „ _ BASS -300LAK ROAD
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8'E 315.95'- - S00°20'20"378.17 ~ - 501'1717'W468.30'
502°24'4-
NORTH - SOUTH ; 4 LINE
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LOT 1. C.S.M. VOL. 21, PG. 525 UNPLATTED LAND z G'~
SHEET 2 OF 2