HomeMy WebLinkAbout018-2007-37-000
SOIL EVALUATION REPORT Page of
Wisconsin Department of commerce
Vivision of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County J y
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. W
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Reviewed Date
please print all information. j UJ
provide may be used for secondary purposes rivacy Le s. 15.04 (1) (m)). (/w~t'✓~-'
Personal information you Y roperty Location
Property Owner p 9 N R E (or W
GAvt. Lot 1/4J,L~14 S T
f - , 0, 12
or CSM#
Property Mailing Address t # Block # SutxiQ T - v!
q
Town Nearest Ro
r ! City ❑ Village
L~j
~ State + Zip Code € Ph f~gXntt~ > ~ ~ a7'~ .
GPD
bddre~dn~ `
New Construction Us ResidentialNumber~l y Code derived design flow rate
❑ Replacement ❑ Public or commercial - Describe: g
Flood Plain elevation if applicable
Parent material
General comments _
and recommmendations:.~t ,5~Z e. (9- ✓e c~
Boring Boring
# Ground surface elev. J' ft• Depth to limiting factor in Soil Application Rate
' Pit Roots GPD/ff
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary •Eff#1 •Eff#2
Gr. Sz. Sh.
in. Munsefl Qu. Sz. Cont. Odor
3i1Z a 3
,rI
Boring # A Boring J
Pit Ground surface elev _ ft. Depth to limiting factor i^ Soil lication Rate
®
Texture Structure Consistence Boundary Rooms GPD/ff
Horizon Depth Dominant Color Redox Description Gr. Sz. Sh. 'Eff#1 •Eff#2
in. Munsell Qu. Sz. Cont Color
O /31z S
- r
'Effluent #2 = SOD < 30 mg/L. and TSS < 30 mgll
Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mglL CST Numb Number
T
Prin Bird CST Nam (Please Plumbing, Inc. Shaun Bird Sig S226900
Date Evaluation Conducted Telephone Number
Address 715-246-4516
1008 192nd Ave, New Richmond, WI 54017 ' "'c-) ~
l0
Page of
Parcel ID #
Property Owner
® Boring It E] Boring qqj ft. Depth to limiting factor in. Sal lication Rate
Pit Ground surface elev.
Col Redox Description Texture structure consistence Boundary Roots GPDPfE
'Eff#1 •Eff#2
Horizon Depth Dominant Gr. Sz. Sh.
in. Munsell Qu. Sz. Cont. Color
a .,-~fr s
7- 0- 9 ?All
~y v~ ro S - - 7' w C~
F-I Borirg # Boring
Pit Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate
❑
Horizon Depth Dominant Color Description Texture Structure Consistence Boundary Roots .Efl#1 GPDM
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh.
❑
Boring # Boring Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Soil ication Rate
Description. Texture Sure Consistence. Boundary Roots GPDM
Horizon Depth Dominant Color Redox 'Eft#1 '042
in. Munsell au. Sz. Cont. Color Gr. Sz. Sh.
• Effluent #1 = BODO > 30 1220 mglL and TSS >30:S 150 mgA- ' Effluent #2 = BOD, < 30 nV& and TSS 30 mglL
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Soil Test Plot Pla
Project Name P.C. Collova Bldrs. Inc. sh Bi
Address P.O. Box 489
Somerset Wi 54025 sTM #226900
Lot 37 Subdivision Farm View Ridge Date 5/8/04
NW 1/4 SE 1/4S 5 T 29 N/R17 W Township Hammond
❑ Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 97.4' *HRpSameas Benchmark
Alternate Benchmark Top of 1/2" Pipe @ 100.2'
184' Property Line B.M.
S~13 . Alt.
M.
Scale is 1" = 40'
unless otherwise
noted
96'
B-2 300'
10'
Pro Town Road 95' 50'
B-1 '
60'
B-3
5%
Slope
394'
Property
Line
\ Ino
\ \
N 8221 MI '33" W 45 LnI 19 %9
Aclic, 1 24
1 69641 S.F. 0 72161 S.F. N
1 1.60 Ac. 1.66 Ac. / b
oi/ , / <ti 0 33
\ \ i/ co iry ~ 88149 S.F.
6S. \ \ \ \ / / N ~~1s 2.02 Ac.
1 / 09~~ \ C`~9~ \ Al
z j ~'5 S \ ?x'22, \l / j \ \
\8
ao 18 \ ~82~5'8S2'22 3~766•\~J GN / / \ \ \~S•
ZO /•I b~
`
F tO 72244 S.F.
a ` 1.66 Ac. 22 9 66• \ / / % / 349 s l
W o \ / / \ 9 7 / / / 66474 S.F. s I S 8926'2
1.53 Ac.
10
a io N 6 \ O`~ 68909 S.F. ~75-,5.5, " t~
N O 1061 p8\ l 19 1.58 Ac. W 336
1 z M ~8J
46 s 8 8\2S~ g•\ / / / G / 66595 S.F O
Z I 75381 S.F. 1.53 Ac. l j of
1.73 Ac. \ - 110 h IN U) Q
L 51
" 7610'
- - - 3 -N
17IW 412 \l~~e fj L - N 88G5'54"-W--!-9Z--26
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N 65390 S.F. Dry/ J~ / / /
.50 Ac. 111321 S.F.
80 1N to
" 2.56 Ac.
N 46• 8
319~g2• / - _ N 8728'13"_W 636.09'
184.70' \ \ 197 96_
/ -1 - V _ 253.43' _ N
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co
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OOJ 1 1 1.55 Ac. \ 1.80 Ac. 10) 1.83 Ac. 41 „o 6
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N i5. 1 fi HWE 1099. w\\ E =~099g o l 1 p LBO :1101.6.1 1 C \ I I I
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12
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cr 10 _ 1.51 Ac.
ell. N 6
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N 89'25'01 & 67998 S.F
101928 S.F. 68373 S.F. I I " I III N 1.56 Ac.
I I ~U' rn
2.34 Ac. .A 1.57 Ac. r9 W
_ w l
O1 X141. c°r CUSO' L DE-sACARY
N a0I IM 73590 S.F. oo %ASOrENr. to
FIWE ffi1082 6' eE RE1wovE0 L2
1.69 Ac. I UPON
/ LBO :1084.6 I I1 1 SDUINERLY HW
I r EVENSM OF
V / _ J L_ u ROADWAY.
L - - L 27.61' d~ 1 S•81 289.52- L4 243.
379.02'
1253.64'