HomeMy WebLinkAbout030-2161-09-000 (2)
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kl, ' SOIL EVALUATION REPORT #1885
S P S ` Oepa1ment of Safety and Professional Services Page 1 of 3
3ivis on of Safety and B.ii d ngs Geo Tech Soil & Si!e Evaluation, LLC
r in accordance with Comm 85, Wis Adm. Code
County
Attach complete site plan or paper not less than 8'1: x 11 .aches 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.
7-Apl-vF-ooa
230
Please print all information. Reviewed By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)1. LtL)4I A) T3 (RJ
Property Owner Property Location 1 I
HARTMAN HOMES Govt. Lot NW114, SE1/4, S24, T30N, R20W
Property Owner's Mailing Address k~1 Lot # Block # Subd. Name or CSM#
744 RYAN DRIVE #102 ORCHARDS OF ST. CROIX
City State Zip Code Phone Number City Village Town Nearest Road
HUDSON WI 54016 715-377-1555 St Joseph qq S 25TH STREET
New Construction Use: C; Residential i Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement L Public or commercial - Describe: NA
Parent material GLACIAL TILL Flood plain elevation, if applicable NA ft.
General comments Requires a 6' said fill mop.nd component. Upslope edge of d stribution cell to be installed along the flagged 100.'0' ground contour.
and recommendations: Maximum basal SLR = 0.4 (eft f1). !daximan• 18% design slope at flagged contour.
1A) t QEL t(z~ s~T~ un `f Gl~~ C-L G- P6R-Mif ET-~ C"ll rftiL`i ss ~,~cc
a Boring # Boring
Pit Ground surface elev. 100.00 ft. Depth to limiting factor >75 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Effs2
1 0-11 10YR 3/2 LOAM 1 M SBK MVFR GS 2F,1M 0.4 0.6
'J~
2 11-42 10YR 3-4/3 FSL 1 C SBK MVFR GS IF
3 42-75 7.5YR 3/4 FSL OM MFI IF 0.2 0.5
I
[
F2] Boring Boring
# -
Pit Ground surface elev. 96.00- ft Depth to limiting factor 30 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDiftz
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. -Eft#1 'Eff#2
1 0-10 IOYR 3/2 SIL 2 M SBK MVFR GS 2F,1M 0.6 0.8
2 10-17 10YR 4/3 SIL 2 M SBK MVFR GS IF 0.6 0.8
3 17-30 IOYR 4/4 LOAM 2 M ABK MFR CS IF 0.4 0.6
4 30-50 lOYR 5/4 M1,F-D 7.5YR 5/8 SICL OM MFR IF 0.0 0.0
' Effluent #1 = BCD 32 < 220 mg1L and TSS X30 < 150 iL ' Effluent #2 = BODS < 30 mglL an TSS < 30 mg!L
CST Name ;Please Print', Signature CST Number
WILLIAM J. BERGH
Address Geo Tech Soil & Site Evaluation, LLC Da' va ua!ion Conducted Telephone Number
1091 30th Avenue Chippewa Falls, WI 54729 6 2005 715-577-6838
SI3D-F.~O(R II.III
,Property owner HARTMAN HOMES Parcel ID # Page 2 of 3
Boring
3 Borrg # _ Pit Ground surface elev. 100.00 ft. Depth to limiting factor 30 in.
C Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlft2
in. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. 'EfF„t 'Eff#2
1 0-7 10YR 3/2 SIL 1-2 M SBK MVFR CS 2F 0.4 0.6
2 7-21 10YR 4/3 LOAM 1 C SBK MVFR GS IF 0.4 0.6
3 21-30 7.5YR 3/4 SL 1 C ABK MFR CS IF 0.4 0.7
4 30-50 7.5YR 4/4 MID 7.5YR 5/8 SICL OM MFI 0.0 0.0
i
I I
F-1 Boring
Boring # pit Ground surface elev. Depth to limiting factor Scil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlft2
in. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#t 'E11102
i 1
Boring
Boring # Pit Ground surface elev. ft. Depth to limiting factor in.
i Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD,rft2
in. Munsell Cu. Sz. Cont. Color Gr. Sz Sh. 'Eff#1 ^Eff#2
i
1
i
' Effluent #1 = BODS> 30 < 220 rrgiL and TSS >30 < 153 mgrL * Effluent #2 = BODS < 30 mg/L and TSS <30 mglL
I he Department of Safety and Prolcssior.al Service,;e is ar eq,lal rppommity w .rvicc Irro%ider and emrloycr. If you need assistance to
access services or need material in an alternate format. contact the department at 608-266-3 15 1 or TTY through Relay.
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;N SCONSN CERTIFIED SCIL T=_STER ~
LE JIGNER OF ENGINEERI\G SYSTEMS
CUSTCIIIEF iU 221619 #1
(100.0)
BUILDING SEWER MUST COMPLY
WITH SIPS 3B2.30 WAC (11)(CI
LOCATION OF WELL MUST COMPLY
WITH WDNR CHS. NR 811 A Bit THE I FORMATION CONTAI4EO WITHIN TEE
ATEACHEO S11_ RFPORT S NOT TO BE USED
TO OE IT ~MI4E THE SJRABUrY A4D10R
B BENCHMARK F( FVAT ON = IrC IT DEPTH OF ANY PROPOSED FDUNCATIOHS.
-BASE OF S1EE'_ STAKE
p ~CI;atT10N OF SOIL 8OR NG(S; THIS PCWTS COMPONENT IS NOT CESIGNED
_^~CAT ON O- SOIL PI'(S} TO RECEIVE THE ADOITI04A_ WATER
* 140APPARF11TSPS35343SFTBA7KS GENERATED ERDMANT wATTRTNTATMrNT
® OESCRIEEC _:XAI CN 0= _0I LINE DE,4~s
® ---CAT ON 0- RIGI-T-OF44AY
Q "EvTERLINE OF DESCRIBFD ROAD
RELSE CF DOCUMENTS GEO TECH, LLC ORCHARDS OF ST. CROIX
Ths doevmwt has beer de.vlu ; ka a hp j% JOBSITE INFORMATION:
NW-SE-24-30-20W
a,p latvn a,): not ar teneral ,ae. T-arek>re nmy 11091 30TH AVENUE HARTMAN HOMES LOT
not beu%dmi-cut the wnxenap, a'of CHIPPEWA FALLS, WI 54729 25TH STREET ST. JOSEPH TOWNSHIP
Geo ten l_C, Jra_Wc-ud se sthes,* PH: (7151723.5555 FAX: (888)1668573 HOULTON, WI ST. CROIX COUNTY, WI PLOT PLAN
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