HomeMy WebLinkAbout030-2161-15-000 (2)
t SOIL EVALUATION REPORT #2805
S P $ Depai lniwr of Safety and :1rofess'onal Services Page 1 of 3
Di visi-,n o' Surety and Buildings f- Geo Tech Soil & Site Evaluation, LLC
accoraance with Comm 85. VV is Adm. Code
Co.inty
Attach complete site pear on paper not less than 8Y, x 11 inches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM). direction and
cercent slope, scale or dimensions, north arrow, and location and distance to nea,est road. Parcel D
o -
Please print all information. Reviewed By Date
nersoral information ycj orovide may be user, 'nr seccrdar; p'Lll s {Privacy''-a.v. S. 15.04 (1) (m)) /N. J l) _
Property Owner Pope ty Location lLt IV 7
HARTMAN HOMES Gcvt. Lot Sbti'1IS, SE1/2, S24, T30N. R2OW
Property Owrer's Mailing Address Lot # Block # Suod. Name or CSM#
744 RYAN DRIVE #102 15 NA ORCHARDS OF ST. CROIX
C ty State Zip Code Phone Number City Vil ace L Town Nearest Road ~k I 3 " /jl
HUDSON `.^!1 54016 715-377-1555 S1.Joseph
New Cerstruction Use: ` Residential ! Number of bedrooms 4 Code di ived design flow rate 60C GPC
Replacement Pi or commercial - Describe NA
Parent material GLACIAL TILL Flood clain elevation, if applicable NA ft
General comments Requires a 12' sans: ti I mound component. Jps coo edge of clstribution cell to be installed along the flagged 100.00' ground
arc recommendations: contour h"ax mum basal SLR = 0 4 (off 91). Maximum 8% design slope at flaggec mritcur.
u ~r~ c G X r r F~IFI,v cTf~ (Z`! ~5~<A~GE
P-1 Boring # C Ber;ng
" Pit Ground surface e ev 100.0 I it, Depth to in ting factor 30 1n Soil Application Rate
Horizon Decth Dominant Color Redox Description Texture Structure Corsistenc Boundary Roots GPD/ftz _
in. Munsell Qu. Sz Cont Color Gr. Sz. Sh. •Ef1#1 •Eff#2
1 0-5 7.5YR 3113 (-~RFSI 1 C SBK MVFR CS 1F 0.2 0.6
2 5-13 7.5YR 3/4 GRFSL 1 M SBK MFR GS 1F 0.2 0.6
3 13-30 7.5YR 4-3/3 GRFSL 1 C SBK MFR GS 0.2 0.6
4 30-40 7.5YR 4J3 F2D 7.5YR 5J8 GRFSL OM MFI - 0.2 0.5
7.5YR 5/3
' I
Bor rg
2 9nring # ~ -
Pit Ground surface e'ev 98.00 ft. Depth to lire Ling factor 25 ir. Soil Application Rate
Honzon Depth Dominant Color Redox Description TexlUre Structure Ccrsis'enc Boundary Roots GPD/ft'
in. Mursell Qu. Sz Cont Color Gr. Sz. Sh. •Frr#1 •Eff#2
1 0-8 10YR 3/3 SIL 2 C SBK MVFR CS 1F 0.6 0.8
r
2 8-11 10YR 4/13 GRFS1 M SBK MVFR GS 1F 0.2 0.6
3 11-25 7.5YR 3/3 i GRFSL 2 C MFR CS 0.4
25-33 7.5YR 3/4 C21) 7.5YR 5i8 GRFSL 0M MFI - 0.2 0.5
7.5 _YR 5J3
i I I
I
it ~,c1 {~r~IZ.JZc w I
N
OA)
Efflient 41 = BOC30 < 220 rngi_ and TSS >30 < 150 rn;1 ` Effluent #2 = BOD,5 -_30 r-ig'L arc TSS < 30 ni
CST Na•rne ,Please Pnn;' Signature: CST Number
William u. Bergh 227819
address Geo Tech Soil & Site Evaluation, LLC D e Evaluation Conducted Telephone Number
1091 30th Avenue Chippewa Falls. Wl 54729 !13/2015 715-577-6838
ShD??~^'. R. Ili
Prcoerty Owner HARTMAN HOMES Farrel ID # Page 2 of 3
Boring
3 ]
F Boring #
pit Grouno surface elev. 100.00 ft Depth to limiting factor 24 in
- ISoil Application Rate
Horizor Depth Dominant Color Redox Descriptor `exture Structure Consistence Boundary Roots GPDtft-
IT Munsell Cu. Sz. Cont. Color Gr. Sz- Sh. 'Effte1 -Ft`#2
1 0-7 7.5YR 3/3 GRFSL 1 C SBK MVFR CS 1F 0.2 0.6
2 I 7-24 7.5YR 3/4 GRFSL 1 M SBK MFR GS 1F 0.2 0.6
3 24-30 7.5YR 4-3/3 C21) 7.5YR 5/fi
GRFSL
i 7.5YR 5i3 OM MFI - 0.2 0.5
Boring
Boring # Pit Ground surface elev. _ ft. Depth t~- limiting factor in
Soil Appl cation Rate
Horizon Depth Dominant Color Redox Description Texture Struct ve Consistence Boundary Roots GPDIft'
in. Munsell Cu. Sz. Cont. Color Gr- Sz. Sh. ~Erru 'E"ra2
I
Boring
Boring # pit Ground surface elev ft. Depth 'o limiting factor n.
- Soil Application Rate,
Horizon Depth Domina,i. Co'or Redox Desorption Texture Structure Consisterce Boundary Roots GPD/ft'
n. Mursell Qu Sz. Cont. Color Gr Sz. Sn •EffV •Efftt2
i
--ffluert 41 = BCC, > 30 - 220 MfV_ and TSS >33 mg/L Efflue•t: #2 = BCC_ < 3~ mg1L and TSS --3,3 mg!L
Tf.e lle7
_tr7.n-.crt1 0: an.' f'ru e~siomil Ser.i~ t~ u~i c~tual - rrrntritN ,:C t11'11% it1er and cmpln}cr- I1 :0A ne«..1x.r~4irce to
ccr::.:,cniro:: or n-eti nmicri r' i:1 X11- ;t ie,n,r.~: 1~.nniat. ~rrila,:i the ccpartmcri ;u (,US-266-3151 or TIN Wriwii 14111%
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. LI',11: -b E^.fl`IEEFINo RY TC1.1:5
BUILDING SEWER MUST COMPLY
WITH SPS 382.30 WAC iligC)
LOCATION OF WELL MUST COMPLY
WITH WDNR CHS. NR 811111 812
ELNCI,WRK: CL_VA.TICN = '00.0'
- RASF OF FITHFR FFNCFP'7ST
e LOCATION or ",IL EORING.'S)
I>~ LOCATION O~ SOIL PITISI
* NC APFARENT 5P5 38:.43 SETLOCKS
® DESCRI6EC LOCATION OF LOT LINE
LOCAl104 J.JF RI:4i I-0h-WAi'
CENTER-14E -F DESCR DEC ROAC
THE INFORMATION CONTAINED WHIN THE
AT-ACHED SAL REPORT ISNOT TORE USED
-O DETERMINE THE SUTABILITY AND'OR
DEPT-10- AN' PROPOSED FOUNDATIINS
1NA POWTS CCNP:1NF41 is 4:11 IN SA:rdO
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RFUSF KCLllkN-S GEO TECH. LLC ')RCHARDS OF ST. CROIX
I-~c j'_-vitt' stwenae+4-jl;W I;„ aaue; rc. JOBSITE INFORMATION:
a:v.lcaox and rd for gere'al ~.se. IherN«, ~t ar 11091 30TH AVENUE HARTMAN HOMES N VV-SE-24-30.20W LOT #15
nx beusedwthWl the wr0le;IWv-Act [PH~.: IPPEWA FALLS, WI 54729 25TH STREET JOSEPH TOIANSHIP PLOT PLAN
Csn'erh ,:IC - unanr'Ic'n usnis raI* 71 5)723-5555 FAX: (888)W-8573 HOULTON,WI ST. CROIX COUNTY, WI
Ii0-OV V;ib i'.y of Hla u•ia~lrsit-is3l