HomeMy WebLinkAbout030-2161-16-000
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= SOIL EVALUATION REPORT #1878
S P= _ Department Of Safety 2nd Pr: fessiona SerV ces Page 1 of 3
Di ,lion of safety and B-ri dings Geo Tech Soil & Site Evaluation, LLC
in accordance wish Ccmm 85 Wis. Adm. Code
County
Atill complete s to plan on pal rot less than 8'ri x 11 inches 'r size plan ri,rst St Croix
include, but not Ignited to vertical and horizonta reference point (6Mi. di•ection and -
pervert slope, scale or dimensions north arrow, arid location and distance to nearest road, Parcel I D.
~ D
C) Please print all information. ~ - Z/~ f ~ A0 - U
Reviewed By Date
Pers[mal irrormation VOL, p ovfde may be wed fir sec:)ncary purposes (Privacy Lav: s 15 e4 I) (m)) G 1,vJ
Property Owner Properly Location ,
HARTMAN HOMES Govt. Lot SW1/4, Sli S24, T30N. R20W
i Owner's Mailing Address + Lot # Block # Subd. Name or CSM#
744 RYAN DRIVE #102 16 ORCHARDS OF ST. CROIX
City State Zip Code Phone Numbe- F- City Village Town Nearest Road
HUDSON WI 54016 715-377-1555 St.Joseph jl y 141ST AVENUE
New Construction Use. I, Residertial ; Number of bedrooms 4 Code derived design flow rase 600 GPD
Replacement I-_' Public or commercial - Describe: NA
Parent material LOESS OVER TILL - Flood plain elevation, if applicable NA ft.
General comments Requires a T sarb fil'mourc ccrrponert. Upslcpe edge of b striouton cell to be irsta led along the flagged 100.00' groind contour.
and recommerdat ors: 4raximjm basal SLR = 0.4 ;ef n1) Maximum 109,10design s oce ar the flagged contour.
Poring # . -i Bo ing
pit Grourd su^ace elev 100.0E `t Depth to I miting factor 30 C. So I Appl cation Rate',
-lo~izon Depth i Dominant Color Redox Descript cr Texture Structure Consistenc Boindary Roots SPD%f''
in. Munsell Cu. Sz. Cont. Color Gr. Sz Sh. •Erfil •E"2
1 C 1lOYR 312 SIL 1 M SBK MVFR-FR AS IF 0.4+1' 0.6
2 10-20 'll 10YR 4/3 - LOAM 1 C Si MVFR-FR, CS 1F 0.4 0.6
3 20-30 5YR 3/4 SCL 1 C SBK MFR CS 0.2 0.3
C2D 7.5YR b/b
4 30-50 5YR 3/4 7.5YR 5/3 FSL Ohl MFR - 0.2 0.5
lc l P ~~Su(L~ 17i Sj:
Boring
2 Boring #
Pit Ground surface elev. 98.00 ft Depth to limitrg factor 29 in. Soil Application Rate
horizon Depth Dominant Color Redox Descrip?ion Textu e Strjcture Consistence Boundary Roots GPD!ft`
in. Munsell Cu. Sz. Cont. Colo, Gr. Sz Sh •[ffA1 •E'ftr2
1 0-8 10YR 3/2 SIL 1 C SBK MVFR CS IF 0.4 0.6
2 8-22 10YR 4/3 SIL 1 C ABK MFR GS IF 0,47V 0.6
3 22-29 10YR 4/4 SICL 1 C ABK MFI GS IF 0.2 0.3
4 29-40 7.5YR 4/3 C2D 7.5YR 4!6 FSL OM MFI - 0.2 0.5
7.5YR 5!4
Effluent #1 = BOD5> 30 < 22d mg1L and TSS >30 < 150 mglL ' Effluent #2 = BOD, 30 rng/L and TSS 30 n iL
CST Name (Please Print) Signature: CST Numbe•
William J. Bergh /'+r'~'~ 227819
Address Geo Tech Soil & Site Evaluation, LLC t~a alu ducted Teleahor-e Number
1109': 30th Avenue Chi Falls,'0,11 54729 6i1i2CO5 715-577-6838
ii! l i-01; i i R 1 1
P; operty Owner HARTMAN HOMES Parcel ID # Page 2 of 3
Boring
F3 Boring # Pit Ground surface elev. 100.00 `t. Depth to limiting factor 32 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence! Boundary Roots GPDft7
in. hlunsell Cu. Sz. Cont. Color Gr. Sz. Sh. -Efttt1 •Ef`g2
1 0-9 10vR 3,12 LOAM 1 M SBK MVFR CS 2F 0.4 0.6
2 9-28 10YR 4/4 SIL 1 M ABK MFR I GS 1F 0.4 0.6
3 28-32 10YR 4/3 SILL 1 M SBK MFI GS 1F 0.2 0.3
4 ! 32-42 10YR 4/2 C21) 7.5YR 4i6 - -
7.5YR 5i4 SIL OM MFI 0.0 0.2
_ Boring
boring # pit Ground surface elev ft Cepth to limiting factor in.
Soil Application Rate
Horizon Depth Dori rant Color Redox Description Texture Structure Consistence Boundary Roots GPDMI
in. Munsell Cv. Sz. Cont. Color Gr. Sz. Sh. Ef`# -Efrn2
i I
I
i i
I
F-1 Boring
Boring # P t Ground surface elev.
ft. Depto t: Iim6n9 factor in Soil Appl cation Rate
Horizon I Depth Dominant Color Redcx Cescription Texture I Structure Consistence Boundary Roots GPDJt'
in. Munser Ou. Sz Cont. Color Gr. Sz Sh. f 'Cfhi1 ~fr~~
1 I - f -
- I i I -
I
` Effluent #I = BOD_> 30 < 220 r q.!L arc TSS -3^ < 15:_1 mq l FjfluPnt t2 = 307)- < 30 mglL aid TSS < 30 mq;L
1 h~ Ihnartnr~n: ut ~af,~: an;i :'rolc;;ii~'L+ ti~•r.i::r:.• i; ;ui Ci,u:+l ohaiirr.mi~. ,,r.ii, hrc~•c <Icr .uxi cmhl;~::~ II ,nu r~-d ,:;ci;t:rr.e 1n
a ees~ •~t~ icc; cr n, cd nratcrial in an altCr~iatC t~r~nat. c;;rI Ict the d_riarn Cnt It 6IN-260-.,151 Or I I ti' r!uot.eh IZcla,.
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DESIGNER OF ENGINFERIV7 SYSTEMS
CUSTCLIER D227.819
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BUILDING SEWER MUST COMPLY
WITH SPS 362.301WAC (1')(CI
LOCATION OF WELL MUST COMPLY
WITH WDNR CHS. NR all d B12
THE INFORMAMN MiTAINED'MTTHN THE 19 RF11 HMARK F: FVA7I,^.N = VC 0'
ATTACHED SOIL REPCRT 15 NOT TO FE USES
lj BASE OF EITHER FENCEPCSf
YJ DE-ERKINE S CEP-H 'H OF OF ANY PROPOSED -OI'VOATION igNi A LCfaTL V OF SCIL PITS
_CAT ON 0= SOIL PITISj
ST~ -HIS PCVOTS COMPONENT',S NIO•DESIGNED * NO APPARENT SPS 3S:i 43 SE I HA,;,(5
TO RE CEIVE THE ADDmOHAL WATER ® DESCRIKE LOCATION 07 -OT LINE
GF NERAIrD IRON ANY WATER TREATMENT Q i:f ATION CF RIGI-T-C'F WAY
,cotes OENTLRLINE OF UESOFR SEO RCAU
RCUSLCF DDCUE+-',"s GEO TECH, LLC ORCHARDS OF ST. CROIX
Tr,s cecu-eD' hs oee- dm qEr t v a =pe-Ac JOBSITE INFORMATION
ap,I Catcnanti not lD-cerleral Lse. T•erelxe arra, 11091 30TH AVENUE HARTh1AN HOMES SW-SE-24-30-20W LOT #16
-n1 DRsed Wl•rutmF wncen apc+nT,:I CHIPPEWA FALLS, WI 54729 25TH STREET ST. JOSEPH TOWNSHIP
Gm Tech, LLC J,nproTd use stlxac+= PH: (715)723.5555 FAX: i88S(485.8573 HOULTON. WI ST, CROIX COUNTY, WI PLOT PLAN
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