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SOIL EVALUATION REPORT #2792
spa Decartment of Safety and Professional Services Page 1 of 3
Division of Safety and Buildings Geo Tech Soil & Site Evaluation, LLC
- n accordance with Comm 85 '.Nis. Adm. Code
County
AYach complete site plan on paper not less than 8'/z x 11 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. Parcel I D.
v~o- Z/4,:,/- dY-voC
Please print all information. Reviewed By Date _
Personal informa1on you provide may be usec for secordary purposes (Pr vacy Law, s 15 04 (1) (m)
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Property Owner Property Location fY J
HARTMAN HOMES Govt. Lot NW1/4, SE1/4, S24, T30N, R20W
Property Owner's Mating Address r I's Lot # Block # Subd. Name or CSM#
744 RYAN DRIVE #102 ; i 4 ORCHARDS OF ST. CROIX
City State Zip Code Phone Number ] City -,Village Town Nearest Road
HUDSON WI 54016 715-377-1555 St.Joseph 25TH STREET
New Construction Use: Residential r Number of bedrooms 4 Code derived design flow rate 600 GPD
j Replacement Public or commercial - Describe: NA
Parent material GLACIAL TILL Flood plain elevation, if applicable NA fl.
Gereral comments Requires a 12" sand fill mound component. Ucslope ecge c' distribution cell to be instated a ong the fagged 100.00' ground
and recommendations: contour. Maximum bass S_R = 0.4 (eff u1). Vaxim,tm &°b slope at flagged con'ou•.
r u S Gf1"JD 141E i2l;f /T (Z 1551 gW4,E of 672Mti_*
Boring
1 Boring #
Pit Ground surface elev. 100.00 ft. Depth to limiting factor 28 in. Soil App ication Rate
Ho'izon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD!ft'
in. Munsell Qu. Sz. Cont. Color I- I Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-7 10YR 3/3 SIL 2 M SBK MVFR GS 1F-M 0.6 j 0.8
2 7-23 10YR 3/4 LFS 1 C SBK ? MVFR GS IF 0.5 1.0
3 23-28 7.5YR 3/4 SL 1 C SBK MFR GS IF 0.4 0.7
4 28-34 5YR 4/4 M3D 5YR 5/8 GRSCL 0M MFI 0.0 0.0
7.5YR 5/3
_I
Nc.4 is nearly cementec in-situ soils,
Boring
F2 Boring it -
Pit Ground surface elev. 99.40 ft. Depth to limiting factor 24 in. ,Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft=
in. Munsell Qu Sz. Cont Color Gr. Sz. S,1. 'Effirt •Eff#2
1 0-5 10YR 3/2-3 SIL 2 M SBK MVFR GS 1F-M 0.6 - 0.8
2 5-14 10YR 4/3 LFS 1 C SBK MVFR GS IF 0.5 1.0
3 14-24 7.5YR 3/4 SL 2 M ABK MFR GS IF 0.6 1.0
4 24-34 5YR 3/4 7 M.5YR 5YR 5/3 518 GRSCL 0M MFI 0.0 0.0
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No.3 has M,2-3,D-P 10YR 5/3 silt coats on ped faces.
` Effluent #1 = BOD5> 30 < 220 nri and TSS >30 < 150 r)g!L ` Effluent #2 = BCDS < 30 m L and TSS < 30 mg+L
CST Name (Please Print) Signature: CST Number
William J. Bergh Vte 227819
Address Geo Tech Soil & Site Evaluatior, LLC Number
11091 30th Avenue Chippewa Fats WI 54729 14 715-577-6838
SifD-833r, IR I1: 111
Property Owner HARTMAN HOMES Parcel ID # Page 2 -of _ 3
F Boring # Boring
Lz Pit Ground surface elev. 100.00 ft. Depth to limiting factor 28 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in Munsell Cu. Sz. Cont. Color Gr. Sz Sh. •Erf#1 `Eff#2
1 0-10 10YR 3/2-3 SIL 2 M SBK MVFR GS 1F-M 0.6 0.8
-2 10-21 I - - ; -
lOYR 4/3 LFS 1 C~K MVFR GS 1F 0.5 1.0
3 21-28 7.5YR 3/4 SL 2 M ABK MFR GS 1F 0.6 1.0
• i
4 28-44 5YR 3/4 M3D SYR 5;8 7.5YR 5;3 GRSCL OM MFI - 0.0 0.0
I'
No.3 has M,2-3,D-P 10YR 5/3 silt coats on ped faces.
Boring
F-I boring # l _ Pit Ground surface a ev ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bourcary Roots GPD;fV
in. Munsell % Qu. Sz. Cont. Color Gr. Sz. Sh. 'EW `Eff#2
i
I
Boring
Boring # - Pit Grcurc surface elev. ft. Depth to I miting 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#1 •Eff#2
i
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~ I
' Eff Lent #1 - ROD; > 30 < 220 mg!t and TSS >30 <150 mg(L ` Effluent #2 = BOOS < 30 mgiL and TSS < 30 mgiL
The Depariment of Safety and Professlo-111 Service>o is an equal oppotlunitr IZO Vice providcr and employer. I`you need assistance to
access services or need material in an alternate format, contact the department at 608-266-3151 or TTY through Relay.
53U-•! lest (x I !,i If eo Teci Soil & Site Evaluation, LLC
(25TH STREET)
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REUSE OF OJCUMENTS GEO TECH, LLC ORCHARDS OF ST. CROIX
s;a~^~enr has Geen devekued kr a sFn.7ic JOB S ITE INFORMATION:
a:cl~catun and got `cr gene,aluse Therekrertmar 11091 30TH AVENUE HARTMAN HOMES SW-SE-24-30.20W LOT
na'Ceused w~annu•.rhe.rtene_pro.alcr CHIPPEWA FALLS, WI 54729 25TH STREET ST. JOSEPH TOWNSHIP
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rzsoc,.ki~iq_i t,e.,uuJ,aited ~.Sr email: bi y'g,wastewaterpres.eom HOULTON, WI ST. CROIX, WI
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FEJSE of XcliliDrs GEO TECH, LLC ORCHARDS OF ST. CROIX
'•sdncurnenthasbesnde.ela:edNrasvecn: J09SITE INFORMATION:
11091 30TH AVENUE SW-SE-24-30.20W LOT #4
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' not ID, yenera, use. I-ereture t na, HARTMAN HONES
nxxuso-:»mal:•exm<naapro;al:• CHIPPEWA FALLS, WI 54729 25TH STREET ST. JOSEPH TOWNSHIP
Gec Tech LLC L-appm.ed w s rie=de P+,715577.6838 FAX: (888)4668513 PLOTiPLAN
rn. po^.s bl ly ohhe u-al-e,zed drr einail: billy; wastewalerwcs. Lam HOULTON, Vil ST. CROIX, WI All.
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