HomeMy WebLinkAbout040-1069-20-100
Wisc
Division onsi RbcaveD d Professional Services CS
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14 2016 So NB7FXP8KB4MHR
In accordance with SPS 385, Wis. Adm. Code Pun Attach comp) WGPiiJW t les han 8 1/2 x 11 inches in size. Plan must include, but not liit1R"Oft~{~&rence point (BM),
direction and percent slope, . -
scale or d~ s, north arrow, and location and distance to nearest road.
040-1069-20-100 Ref#2446
Please print all information. Revie by -
Personal information you provide may be used for secondary purposes (Privacy Date
Law, s. 15.04(1 )(m)). /L L7 ftoo
[441 roperty Owner
reg & Rachel Tschumper Property Location ❑
Govt. Lot NE % SW '/4 S 17 T 28 R 19 E (or W
roperty Owner's Mailing Address
Meadow Ridge Tr. Lot # Block # Subd. Name or CSM#
01 na CSM Vol. 3, P .625
City State Zip Code Phone Number
Hudson ❑ City E] Village ®Town Nearest Road
WI 54016 715)381-2832
Troy East Cove Rd.
❑ New Construction Use: ❑ Residential/ Number of bedrooms 3 Code derived design flow rate 450 GPD ~f
® Replacement ❑ Public or commercial - Describe:
Parent material Glacial Outwash
General comments and recommendations: Site suitable for In-ground POWTFlood Plan elevation S with 0.5 gpd/sq/ft.'des design loading rate. Recommeded system infiltrative surface
elevaton = 88.50'& 87.50'.
1 I Boring # ❑ Boring
® Pit Ground surface elev. 93.40 ft.
Depth to limiting factor >88" in.
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundar Roots Soil Application Rate
In. Munsell Qu. Az. Cont. Color y GPD/Ftz
Gr. Sz. Sh. _
1 0-9 10yr3/2 none *Eff#1 *Eff#2
sil 2fgr mvfr -
2 9-16 7.5yr4/4 none gs 2fm1c 0.6 p.g
sicl 1 fsbk mfr gs 3fmc 0.2 0.3
3 16-23 10yr4/4 none
sit 2fsbk dsh gs 2fmc 0.6
4 23-29 7.5yr4/6 none 0.8
gr Ifs Osg dl
5 29-48 10yr4/6 none c~' 2vf,fm 0.5 1.0
gr s Osg dl cw
6 48-72 10yr5/4 none 0 7 1.6
gr s Osg dl aw 0.7 1.6
7 72-88 10yr7/2 none
fs Os9 dl - - 0.5 1.0
Boring # ❑ Boring
J ® Pit Ground surface elev. 91.62 ft. Depth to limiting factor >91" in.
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundar Roots Soil Application Rate
In. Munsell Qu. Az. Cont. Color y GPD/Ft~
Gr. Sz. Sh.
1 0-19 10yr3/2 none *Eff#1 *Eff#2
sil 2fgr mvfr cs 3fmc 0.6
2 19-34 7.5yr4/4 none 0.8
sicl 1 msbk mvfr gs 2f1 me 0.2
3 34-69 7.5yr4/6 none 0.3
Ifs Osg dl gw 1vf,fm 0.5
4 69-91 10yr5/4 none 1.0
fs Os9 dl
- 0.5 1.0
h
* Effluent #1 = BOD, > 30 220 m Land TSS >
0< - 150 m /L flue #2 = BO > 30 :s 220 m /L and TSS > 30 s 150 /L
CST Name (Please Print) Signa re
James K. Thompson CST Number \
~ 30021
Address Date Evaluation Conducted
340 Paulson Lake Lane, Osceola, WI 54020-5413 August 8, 2016 Telephone Number
(715) 248-7767
SBD-8330 (R04/15)
it 3 Boring # ❑ Boring
® Pit Ground surface elev. 91.08 ft. Depth to limiting factor 8
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soil Ap lic /Ft2 ate
In. Munsell Qu. Az. Cont. Color y GPDFtz
Gr. Sz. Sh.
1 0-11 10yr3/2 none *Eff#1 *Eff#2
sil 2fgr mvfr cs 3fmc 0.6 0.8
2 11-20 10yr3/4 none sil 2fsbk mvfr
9w 2fmc 0.6 0.8
3 20-25 7.5yr4/4 none
sicl 1 msbk mfr cw 1 fm 0.2
4 25-44 7.5yr4/6 none 0.3
gr Is Osg dl gs 1 vf,f 0.7 1.6
5 44-84 10ry4/6 none
9r s 0s9 dl gs - 0.7 1.6
6 84-90 10ry7/2 c2p 7.5yr5/8 fs Osg dl
0.5 1.0
t
4 Boring # ❑ Boring
® Pit Ground surface 2fev. 91.29 ft.
p to limiting factor >89" in.
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soil A plic /Ft2 Rate
In. Munsell Qu. Az. Cont. Color y GPDFt
Gr. Sz. Sh.
1 0-10 10yr3/2 none *Eff#1 *Eff#2
sil 2fgr mvfr cs 3fmc 0.6 0.8
2 10-21 10yr4/4 none sil 2fsbk
mvfr cs 3fmc 0.6 0.8
3 21-30 7.5yr4/4 none sicl 1fsbk
mfr aw 2fm1c 0.2 0.3
4 30-55 7.5yr4/6 none Ifs
Osg dl cw 1 fm 0.5 1.0
5 55-73 10yr4/6 none
gr s Osg dl ci - 0.7 1.6
6 73-89 10yr7/2 none fs 0sg dI
L 1 - r - 0.5 1.0
E Boring # ❑ Boring ~3•~~' , / iii
_I ❑ Pit Ground surface elev. ft. th to limiting factor in.
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soil A lic /Ft2 Rate
In. Munsell Qu. Az. Cont. Color y GPDFt
Gr. Sz. Sh.
*Eff#1 *Eff#2
* Effluent #1 = BOD, > 30:5 220 mg/L and TSS > 30:5 150 mg/L Effluent #2 = BOD. > 30 s 220 mg/L and TSS > 30s 150 mglL
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