HomeMy WebLinkAbout018-2007-44-000 (2)
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page-/- of
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 '
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. -2z)
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Reviewe Q W Dat
Please print all information. -
Personal information you provide may be used for secondary purP~
roperty Location
Property Owner / ovt. Lot J 1 /4 1 /4 S !5 T 07N R E (or W
/ ) d
'rte ~ Lo # Block # Subd• me or CSM#
Property Mailing Address r !w 1/' ,eJ
! Village Town Nearest Ro
+ Zip Phone Number I city ❑ O71K j
itate'
)7v GPD
New Construction Us Residential / Number of bedrooms Code derived design flow rate
❑ Replacement ❑ Public orcommercial - Describe: ~ - tt
rr vxn nE? 5 Flood Plain elevation if applicable
Parent material
General comments _ /"I U% 2CY
and recommendations: ✓~~~C~ L~
ED Pit Boring Ground surface elev.;
Bing # -ft. Depth to limiting factor in• e*-Eff#1-EfW
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munselt Qu. Sz. Cont. Color Gr. Sz. Sh. n 3
Er =1 10
110-~L _717
Soil lication Rate
® Boring Boring # Z round surface elV/ '5 n• Depth to limiting factor 1 in.
Pit G
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
`Eff#1 `Eff#2
Gr. Sz. Sh.
in. Munsell Qu. Sz. Cont. Color
3/L ems-
3 ~L
` Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
• Effluent #1 = BOD > 30 220 mglL and TSS >30 < 1
CST Number
CST Name (please print) nature ST
Bird Plumbing, Inc. Shaun Bird 226900
Number
I Date Evaluation Conducted Telep
Address ~v C 715-246-4516
1008 192nd Ave, New Richmond, WI 54017
t
1
Property Owner Parcel ID # Page 9 of
® ~ri~ # ° 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 GPDff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
(0 J
lay
- in2 S w1.4 U
❑ 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 GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 -Eff#2
❑
a Boring # Boring Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Sal Application Rate
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence. Boundary Roots GPD/fP
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 •Eff#2
Effluent #1 = BOD > 30:E 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD5 < 30 mg& and TSS < 30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SOD4330 (8.6100)
Soil Test Plot Plan 3.
Project Name P.C. Collova Mrs. Inc. Shaun Bir
Address P.O. Box 489
Somerset Wi 54025 CSTM P26900
Lot 44 Subdivision Farm View Ridge Date 5/8/
NE 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 102.2' *HRpSame as Benchmark
Alternate Benchmark Top of 1/2" Pipe @ 100.2'
170' Property Line B.M.
Alt.
Scale is 1" = 40' B.M.
unless otherwise
noted 100.5' 60'
30' B-1 30'
40'
80'
B-3 r~
2% 20'
Slope M
B-2
383'
Property
345' Property
Line 100' Line
Pro Town Road
I
I I
I (
I I I
V 89'26'33M E 1258.42' UNPLATTED LANDS
227.68' 176.16' 170.99' - 214.85' - ` I I wI
z 1 I Q
z
lo I IzGE I I PENDING CSM I aI
o I 100 I Iw N o =OWNED BY PLATTER `7 I I =I
9 4 I io I IV IN 5 I N 'I
65358 S F I I 043 ~ 44 . 65400 S.F. I "Al
1'50 m 65341 S.F. I I 65344 S.F. I I* 1.50 Ac ' W
(A 1.50 Ac. ~ 1.50 Ac. I m .00 I
I~ I I~,, I Ic.+' ' S 89'57'53" E S 89'ST 3" IV I w
0 00 00 ' _ I w
67_ I c" I IN I Ic'- Z~_ J Cl 84.70 135.3' I w
✓ C2 76' A
2?~ 4S I I~ gh 6?a~~~ ----C70 100.000 5153'0
N 6j X06 • 9 • car - - - S 9'57; 53'~E - - a o
S C5- -C4 A32-'I C71 - --9c; IQ - ° I z
~
_ W
w " -7-3- L30
- - 39 13" f,\6. 48 6 4a" E C60 S89' 00500"E i
55 i 8) & ~ w C3 5 1/11'3 ' ~'C59 -
C I N
=-ca- , 2g8 N6023'36" W I z I w
\ w C56 7.00' u o
12 , ` - - - - C58 I l z HWE =1100.1' I cn' \
~ L90 =1103.1'
° I Iw 1 I CAI
N ~x
IN 4 0 2 I I= 126383 S.F. c01
tj -4
: 3 I I4+ 86316 S.F. I I 2.90 Ac. I 4 Iy
v_ 88326 S.F. I I {
m 2.03 Ac. W IN 1.98 Ac.
I _ 80642 S.F. A I I W I J ~~GGC o "f 100' I co ~I I y
m 1.85 Ac.
W
II , I
cn 33.00' I
L
' 281.54- - 228.4. ' X9.50'
237.14 -j ~
1286.64' 3
UNPLATTED LANDS
S N00
00
j U ol~i I SE CORNER,
SECTION 5, FC
SURVEY NAIL
1 ~~^vJ
(I /1 I-