HomeMy WebLinkAbout008-1024-60-200 (2)
PAID
Wiisc onsin Department of comrneme SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County ST. CRO1X
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I. 008 - 1024 - 60 - 200
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. '
Please print all infwmakin. viewed b Da
tePersonal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). i Property Owner Property Location
■
JOY JEAN RECEIVED Govt. Lot SE 1/4 NE 1/4 S 9 T 28 N R 16 E( )W
Pmperty Owner's Mailing A Lot # Block # Subd. Name or CSM#
[it Box 1049 2 CSM Vol. 16; 326
City State Zip Code TlIdne Number E10fty El village Town Nearest Road
Easton, MD 21601 ($T CFj0iX1tNNN E Cty. Rd. BB
New Construction UseE] Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement W Public or commercial - Describe:
Parent material loess ov r sand till Flood Plain elevation if applicable N A ft.
General comments
and recommendations: mendations: ~ Conventional In-grod 0.6 loading rate
-tb
~y ~az~l ~L'e j a47
S / 5 r
0 Boring 7s 3 41
Boring # -
Q Pit Ground surface elev. 92.97 ft. Depth to limiting factor L48 7;) SSoilApplication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consi Boundary Roots G
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'EffQ
1 0-4 10YR2/2 I 3fgr ds cb 3vf-m 0.6 0.8
2 4-12 10YR2/2 - I 3f-ma&sbk ds aw 2vf-m 0.6 0.8
3 12-17 10YR4/2 - sil 2fa&sbk dsh cw 2vf-f 0.6 0.8
4 17-33 10YR3/4 - sil 2fabk mfr aw lvf-m 0.6 0.8
5 33-48 lOYR - s Osg dl aw lvf-f 0.7 1.6
6 48-51 7.5YR3/4 fl f7.5YR4/4 is Om mvfr 0.5 1.0
(Horizons 2,3 &4 have silt coats; gravel layer between 4&5; horizon 6 is a band.
F21 Boring # Bonng 92.37 50
■ Pit Ground surface elev. ft. Depth to IrrbUng factor in.
Snit Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eft#2
1 0-4 10YR2/2 - 1 3fgr ds ab 3vf-m 0.6 0.8
2 4-10 10YR2/2 - 1 2fa&sbk ds aw 2vf-m 0.6 0.8
3 10-15 10YR4/2 - I 2fabk ds cw 2vf-m 0.6 0.8
4 15-29 10YR3/4 - sl 2fabk ds as lvf-m 0.6 1.0
5 29-36 10YR4/6 - s Os ml as lvf-m 0.7 1.6
6 36-50 10YR5/6 fs Om mvfr as lvf-m 0.5 1.0
7 50-52 10YR5/6 flf IOYR4/6 s Osg ml 0.7 1.6
. Effluent #1 = BOD > 30 < 220 mg(L and TSS >30 < 150 rxyL * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) - - lure CST Number
Ma Jo Hu rt Hollister's Soil Testing & Desi lluAaot 224832
Address Date Eval Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 06 - 13 - 09 (715) 426 - 1775
Propwty Owner JEAN, Joy Parow ID M 008 =1024 = 60 = 200 rage 2 of 3
Boring
El Boring # D Pit Ground surface elev. 95.47 ft Depth to writing factor 52 in. IN
Rate
Horiaon Depth DorrinantOolor Radon De ar"on Texture S ®oundWy Root APOM
in, Munod Ow Sa, Cont, Coker Or, Sa, Sh, Twi 'EMM2
1 0-5 IOYR2/2 1 afar ds eb M -m 0.6 0.8
2 5-12 I 3fa&sbk ds aw M m 0.6 0.8
3 12=19 IOYYR412 sit 3thbtt ds @w 2vf=m 0.6 0.8
4 19-38 IOyR3/4 ail 3- mablt dsh aw 1vf m 0.6 0.8
5 38=32 IOYR4/6 ds as lvf=m 0.5 1.0
6 52=35 7.3YR3/4 ilf 7.SYIt4/4 Is Om ds 0.5 1.0
oriaons 4&3 have some gr; few nibs
E Boring # Boring
Pit Ground surface elev. ft. Depth to WT*V factor in.
Sall AoWbftn Rate
Horizon Depth Dominant Color Redox Deaaription Texti ne Structure CwWOmm kundWy Root GPDR
In. Munw Qu. Sa, Cont, color Gr, Sa. Sh, 'EMM1 •EIM~
Boring # E:1 Boris
Pit Graxxi surface elev. ft. Depth to firniting factor in.
SO ApOtallon Rata
Morison Depth Dominant Color Redox Duar"on Texhn SMuture Con*Wkwoa Soundarlt Root GPM
In, Muni" Qu, Sa. Cont. color ®r. Sa, Sh, 'Ef1M1
• Effluent #1 = SM., > 30 5 720 mg& and TSS >30:5 150 mg& ' EtNuent #2 = BAD, 30 mglL and TSS a 30 mgn-
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Plot Plan for Site and Soil Evaluation Page 3 of 3
Property Owner Sov s►J
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