HomeMy WebLinkAbout018-2007-41-000
SOIL EVALUATION REPORT Page of
Wisconsin Department of Commerce
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code County
Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must A J I , \
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. ~g
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Reviewed by 4 Date
Please print all information.
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Own n _ Property Location
ProPenY e MF Govt. Lot 114 I~114 S T Q(9 N R E (or W
IJJ~~~ 111 U Lot Block # Subd. me or CSM#
Property Mailing Address _ r / toI
F. l
14
' ❑ Ciry ❑ Village Town Nearest Ro
State + Zlp C hon N um E 0~ J
Code derived design flow rate GPD
New Construction Us f idenbaT TX1um1~•P SfT3 SOTns""--
❑ Replacement ❑ Public or commercial - Describe:
nd. / Flood Plain elevation if applicable
Parent material yx~ T . n~' s S
General oomntertts
and recommendations: y E? (J / '
Ai sr, 11
Boring # Boring
17
L_~__ J Pit Ground surface elev. ft. Depth to limiting factor m Soil lication Rate
t.--I---t
ftor;zort Depth Dom Texture Structure Consistence Boundary Roots GPO/ft
inant Color Redox Description -Eff#1 'Eff#2
in. Munsell Clu. Sz. Cont. Color Gr. Sz. Sh.
0-i t 0 y 34-
Boring
~ t-- ft. Depth to limiting factor in. Soil lication Rate
Boring # --Ot?
Pit Ground surface elev.
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtfF
Gr. Sz. Sh. 'Eff#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color
Z ; 0
x-36 s ` A11 v C7
• Effluent #2 = BOD 30 mg/L and TSS < 30 rttgfl
Effluent #1 = BOD > 30 1220 mg/L and TSS >30:5 150
CST Number
CST Nam (please Prirtt) S. 6900
Bird Plumbing, Inc. Shaun Bird 22 22 hone Number
Date Evaluation Conducted Telep
Address L/ 715-246-4516
1008 192nd Ave, New Richmond; WI 54017
Property Owner Parcel ID # Page of
Boring # D 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
in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Boring # Boring
pit Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Boring # Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
F-1 Cl
Soil icadon Rate
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/M
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Effluent #1 = BODS > 30 1220 mglL and TSS >30 1150 mgA- ' Effluent #2 = BODS < 30 mg& and TSS 30 mglL
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Soil Test Plot Pl*hB Project Name P.C. Collova Bldrs. Inc. i
j:dl
Ad dress P.O. Box 489
Somerset Wi 54025 TM #226900
Lot 41 Subdivision Farm View Ridge Date 5/8/04
NE 1/4 SE 1/4S 5 T 29 N/R17 W Township Hammond
Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 101.0 *HRpSame as Benchmark
Alternate Benchmark Top of 1/2" Pipe @ 100.2'
B.M. 116' Property Line
Alt.
B. M.
99.5'
B-2
50' 99'
5'
10' 40' 40'
B-1
40' 2% Slope
266' Property 305'
Line
Property
B-3 Line
Scale is 1" = 40'
unless otherwise
noted
Pro Town Road
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