HomeMy WebLinkAbout030-2161-20-000 (4)
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SOIL EVALUATION REPORT #1875
' s' _ Depa7men. of Safety and Prc`essioral Serv .nes Page 1 of 3
Divis cn cd Safety arc Buildiigs Geo Tech Soil & Site Evaluation, LLC
in accordance with Comm 85, Wis. Adm. Code
County
Attach complete site plan on paper not less than 8'/7 x 11 inches in size. Plan must St. Croix
include, but not lire ted to. vertica' and horizontal reference point (BM). direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I D.
Please print all information. v3v - ~ _ OQ~
Reviewed By Date
Personal In`crriation you prcvice may be used for secondary purposes !Privacy Law, s 15 C4 (1) (m)) C(ZgIG Am fir)
Property Owner Property Location zj w
HARTMAN HOMES Govt Lot SW114, SE1/4, S24, T30N, R20W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
744 RYAN DRIVE #102 20 NA 1 ORCHARDS OF ST. CROIX
City State Zlp Code Phone Number L_ City J Village L-wl Town Nearest Road
HUDSON WI i 54016 715-377-1555 St.Joseph -11 141 ST AVENUE
Ixyl New Constructor Use: Residential i Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe. NA
Parent material LOESS OVE TIL Flood plain elevation, if applicable NA ft.
General comments Requi,es a sand fill mound component. Upsloped edge of distribution cell to be installed along the flagged 100.00' ground
and recommendations. co,ltour. M.; ximum basal SLR = 0.4 retf h1). Maximum 211,b design slope at flagged contour.
WILD. QU RE it6 RE 14+Ji g lsS"14A'('!g
Boring # L Boring
Pit Ground surface elev. 100.00 ft Depth to limiting factor 26 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistent Boundary Roots GPD/ft=
in. Munsell Qu. Sz. Cont. Color Gr. Sz- Sh. •Fft#l •Effa2
1 0-6 10YR 3/2 SIL - - - -
l ! -
2 6-26 10YR 4/3 SL
3 26-30 10YR 4/6 C2D 7.5YR 4/6 FSL
7.5YR 3/4
J Boring
Boring # ❑ Pit Ground surface elev 96.00 ft. Depth to limiting factor 20 in. Soil Applicat on Rate
Horizon Depth Dominant Color Redox Descript on I Texture Structure Consistence Boundary Roots GPDift'
in Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 j 'Eff#2
1 0-7 10YR 3/2 SIL -
2 7-20 10YR 4/3 SL -
3 20-25 10YR 4/6 7C21) .5YR 5/4 4/6 FSL - -
I I I
' Effluent #1 = BOD"> 30 < 220 mg)'!- and TSS >30 < 150 mgiL ' Effluent #2 = BOD- < 30 mg/L an TSS < 30 mg/L
CS- Name (Please Print) Signature: CST Number
William J. Bergh 227819 4aW Address Geo Tech Soil & Site Evaluation, LLC Date v uu al;dn Con d Telephone Number
11091 30th Avenue Chippewa Falls, WI 54729 111 5 715-577-6838
;Hr'-Yl:OIR 11
Property Owner HARTMAN HOMES Parcel ID # Page -2 of 3
Boring
F3 Boring # , I Pit Ground surface elev. 100.00 ft. Depth to limit!rg `actor 23 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 0-7 10YR 2/2 none sil 1 If sbk mvfr gs 2m 0.4 0.6
2 7-23 IOYR 4/3 none sil 1 m sbk mfr gs if 0.4 0.6
c2d 7.5YR 4/6
3 23-40 10YR 4/4 7.5YR 3/4 scl 1 m abk mfi if 0.2 0.3
F-I Boring
Boring # Pt Ground surface elev ft. Depth to limiting factor in.
- Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G_PD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Et #2
~I
i
Boring
Boring # 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 Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
i
Effluent #1 = BCD, > K < 220 mgiL and TSS >30 <-1 50 rrgi_ - Eff uenl #2 = BOD5 < 30 mg,`L and TSS <_30 mgI
The Department of Satet% and Profes;iunra Sen iccsc is an equal oppw',unity ;crciue pro%idcr and cmploN er. 1f you need assistance to
access services or need material in an alternate format, contact the department at 608-266-3151 or TTY through Relay.
Srn•RI;CTcst R I' 'I I1 Goo Tech S;RI & Site Evaluation, LLC
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10 PFUSF OF CO(:UVFnTS GEO TECH, LLC ORCHARDS OF ST. CROIX
-Me doc.nwl-as been developed for a spe:fr, 1109130TH AVENUE JOBSITE INFORMATION:
a~piwtona~n:ralfjr~,eneialuse. Ti~eiefuelm,:r HARTMAN HOMES SW-SE-24.30-20W LOT #20
not be useJel:bouN."xenap.~.1d d CHIPPEWA FALLS, WI 54729 141ST AVENUE ST. JOSEPH TOWNSHIP
GeoTe(r,LLC. Unnpro.e7use sN** PH:I715I72}:555 FAX. M8)4664573 PLOT PLAN
res.cnstiCyofteuna_,",tzeduser email: billpg~wastewatwpres.com HOULTON, WI ST. CROIX, WI
PAHCFL 0FKHI8FD AS 5.2 AC.