HomeMy WebLinkAbout030-2047-10-100 (3)
Wisconsin De ~f fessional Services Page 1 of 3
' Division of Ind
soil NB7FXP8KB4MHR
SEP 14 Z016 In accordance with SPS 385, Wis. Adm. Code County
Attach complete sitTIS ODOC r Y.- than 8 1/2 x 11 inches in size. Plan must include, St. Croix
but not limite~LWF~fp~h dLfi 0_*W0Ef4Te point (BM), direction and percent slope, Parcel I.D.
scale or dimet5 orth arrow, and location and distance to nearest road. 030-20,J7-1 0-100 Ref#2448
Please print all information. Revi d by Dat
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). ~Z 3a 1
Property Owner Property Location ❑
Larry Weber Govt. Lot 2 % '/4 S 27 T 30 R 20 E (or) W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1401 Hilltop Ridge 02 na CSM Vol. 8, Pg. 2353
City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road
Houton WI 54082 (651) 336-9903 Hudson Hilltop Rd.
® New Construction Use: ❑ Residential/ Number of bedrooms 3 Code derived design flow rate 450 GPD
v
❑ Replacement ❑ Public or commercial - Describe: 20AL' L1
Parent material Glacial Outwash Flood Plan elevation if applicable na ft.
General comments and recommendations: Site suitable for mound POWTS with 6" sand lift. Linear oadingrate not to exceed 6.0 gpd/linear ft. with 0.6
gpd/sq/ft. design loading rate.
1❑ Boring # ❑ Boring /
® Pit Ground surface elev. 99.70 ft. Depth to limiting factor 36" in. ✓
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh.
*Eff#1 *Eff#2
1 0-13 10yr3/2 none sil 2fgr mvfr aw 2fm 0.6 0.8
2 23-24 10yr4/3 none sil 2f&msbk mfr cw 2vf,f 0.6 0.8
3 24-36 10yr4/4 none sl 2msbk mfr aw 0.6 1.0
4 36-57 7.5yr4/4 m2p 7.5yr5/8 sl 1 csbk mfi 0.4 0.7
2❑ Boring # ❑ Boring
® Pit Ground surface elev. 99.25 ft. Depth to limiting factor 33" in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-12 10yr3/2 none sil 2fgr mvfr as 2fm 0.6 03
2 11-22 10yr4/4 none sil 2msbk mfr cw 2vf,f 0.6 0.8
3 22-33 7.5yr4/4 none sl 2msbk mfr cw 0.6 1.0
4 33-41 7.5yr4/4 c2d 7.5yrS/8 sil/sl 1 csbk mfr - 0.2 0.3
* Effluent #1 = BOD, > 30 220 m /L d TSS > 0 5 150 m /L fluent #2 = BOD, > 30:5 220 m /L and TSS > 30:5 150 m /L
CST Name (Please Print) Signat e CST Number
James K. Thompson 30021
Address to Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020-5413 August 9, 2016 (715) 248-7767
SBD-8330 (R04/15)
3 Boring # ❑ Boring
~JJ ® Pit Ground surface elev. 100.00 ft. Depth to limiting factor 35' in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh.
*Eff#1 *Eff#2
1 0-12 10yr3/2 none sil 2fgr mvfr as 2fm 0.6 0.8
2 12-23 10yr4/4 none sil 2f&msbk mfr gw 2vf,f 0.6 0.8
3 23-25 7.5yr4/4 none sl 2msbk mfr cw 0.6 1.0
4 35-61 7.5yr4/6 m2p 7.5yr5/8 sl/sil 1 csbk mfr 0.2 0.3
El 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/Ft2
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh.
*Eff#1 *Eff#2
El 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. Az. Cont. Color Gr. Sz. Sh.
*Eff#1 *Eff#2
* Effluent #1 = BOD, > 30< _ 220 mg/L and TSS > 30:s 150 mg/L Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30 150 mg/L
f
3 . s9 ' SPrKc< t~ecs
I
/Ks/
~l c, /°n • ~OP~Pe . Assn .K¢d
elegy Cie it'
3 0
/u0,
1 6/al COQ ~ / '
I U ✓ Prv~ose.d /
/as o3 3 6<c%an, / /
n,M ,
r ~
/ I
i
i
I r /
0 /y / M
f /
I / a1
♦ ~XrS E: nG ~lYCde /Iek i
I
• /oca.~c.al/v~o~ S~
j i Sca/e
/oeZ sec.z , r3o.~. I
O Q. ;2-d4O,
S,~• Cro;yr
%oc%'io30-zol/ 7- /o-rao
I
GG~r~g 2.T3Q eres i
U
I
309. G s ' ~u ce re e.s