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SOIL EVALUATION REPORT #1873
SPa Departmerl of Safety and Professional Services Page 1 of 3
Division of Safety and Bu Icings Geo Tech Soil & Site Evaluation, LLC
A'.,., in accordance with Comm 85, Wis Adm. Code
County
Attach complete sate plan or paper not less than 8% 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.
a 30- 2t6 l- az - voo
Please print all information.
Reviewed By Date
Personal information you provide may be used for se:ondary purposes (Privacy Law, s- 15-04 (1) (m)).
Property Owner Property Location 1T 1
HARTMAN HOMES t Govt Lot SW1/4, SE1/4, S24, T30N, R20W
Property Owner's Mailing Address 1 Lot # Block # Subd. Name or CSM#
744 RYAN DRIVE #102 2 I NA ORCHARDS OF ST. CROIX
City State Zip Code Phone Number City _ Village 'XI Town Nearest Road
HUDSON WI 54016 715-377-1555 St.Joseph 143) 25TH STREET
New Construction Use: Residential I Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or ccmrnerc al - Describe:
Parent material LOESS OVER TILL Flood plain elevation, if applicable NA ft
General comments Requires an 18' sard fi I mound comp--nent. Upslope edge of distribution cell to be installed along the flagged 100.00' ground
and recommendations contour. Maximum basa' S_R = C.4 (eff 91). Vaxim,im 18% design slope at flagged contour.
5 $I Boring rc Sa4EY-4 ~tib c~ l rT 7~ ~ ~f~a!lTff(zY t 1 f
-441ee,
1 Boring #
C Pit Ground surface elev. 100.00 ft. Deptn to limiting factor 21 in. ,Soil Application Rate
lorizon Depth Dominant Color Redox Description Texture Structure Consistent Boundary Roots GPDft'
i in. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. 'Eft#1 'Cff#2
1 0-7 I 10YR 3/3 LOAM 1 F SBK MVFR GS 2F 0.4 0.6
2 7-13 10YR 4/3 j LFS 051:111 MFR GS IF 0.5 1.0
3 13-21 7.5YR 4/4 LFS 0 54 MFR GS IF 0.5 1.0
4 21-55 7.5YR 4/3 C271D ,5YR 5/65/4 LS 0 54 MFI 0.7 1.6
Boring
2 Bar rg #
Pit Ground surface elev. 96.50 ft. Depth to limiting factor 18 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistent Boundary Roots GPDJt'
in. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
1 0-7 10YR 3/2 LOAM 1 M SBK MVFR GS 2F 0.4 0.6
2 7-18 10YR 4/3 SIL 1 F SBK MFR GS IF 0.4-t- 0.6
3 18-29 7.5YR 4/4 C2D 7.5YR 4/3 SIL 0M MFI IF 0.0 0.2
7.5YR 5/2
" Effluent #1 = BODs> 30 < 220 mg,'L and TSS >33 < 150 g,L ' E`flu t #2 = BODS 30 mg!L and TSS L30 mg!L
CST Name (Tease Print) Signature: 7 CST Number
DANIEL L. STOIBER
Address Geo Tech Soil & Site Evaluation, LLC ate Evalua on Conducted Telephone Number
11091 30th Avenue Chippewa Falls. WI 54729 6/112005 715-577-6838
~nD-%~101R 11:111
Prnnerty,Owner HARTMAN HOMES Parcel ID # Page 2 of 3
J Boring
3 Boring # P t Ground surface e'ev. 100.00 ft. Depth to limiting factor 18 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. 'IE_ •Etf#2
1 0-6 10YR 3/1 LOAM 1 M SBK MVFR j GS 2F 0.4 0.6
i l
2 6-13 IOYR 4/3 i LOAM 1 F ABK MFR GS IF 0.4 0.6
3 13-18 10YR 4/6 SICL 1 F ABK ME GS 0.2 0.3
4 18-29 10YR 5/4 C27..5YR 5314 LOAM i C ABK MVFI CS 0.4 I 0.6
5 29-42 7.5YR 4/6 C3D 7.5YR 4/6 LS 05(a MFI - 0.7 1.6
Boring
F-1 Poring # pit Ground surface elev. ft. Depth to limiting factor
in. Soil Application Rate
Horizon j Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz- Cont. Color Gr. Sz. Sh. 'E"l -Eff#2
i
l
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,'ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
I
Effluent #1 = 600,> 30 < 220 mg,'L and TSS >K <150 mg1L ' Effluent #2 = BCD< < 30 mg!L and TSS <_30 mg~L
The Npartrnent of Safety and Professiona; Services:. it an equal oppnrurr.ity scrvicc prov idcr and e:nployer. Ifyou need assistance to
access services or need material in an alternate tormat, contact the department at 608-266-3151 or Tt*N' through Relay.
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REUSE CF DO-K _ 4TS GEO TECH, LLC ORCHARDS OF ST. CROIX
1'.u kw°an r.asDrende e4:pedkras:aav. JOBSITE INFORMATION:
11091 30TH AVENUE SW-SE-24-30-20W
a::1 catun and 101 'cr geJa•et uae ire?rcre i!ma. HARTMAN HOMES LOT #2
nrr hn used winn.r. the w^.tcn acpro:a cl CHIPPEWA FALLS, WI 54729 25TH STREET ST. JOSEPH TOWNSHIP
Ceu'Fc-,L_C Gnav-.^rcdusuatiksda PR: 171557i•6838 FAX: {888)46&8573 PLOT PLAN
es:co;Gi Ri Or tM_ nau•.honzed ~_se, email: b. Ily~:.wastewate7xos com HOULTON, WI ST. ROIX, WI
PARCEL UE DESCRBE:i A$ 3.0 n.;;