HomeMy WebLinkAbout018-2007-23-000 (2)
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code County 3
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must
~2 -3
include, but not limited to: vertical and horizontal reference point (BM), dir n and Parcel I.D. cJ~
percent slope, scale or dimensions, north arrow, and location and dis ce to n, rest road. Date
y Reviewed b
Please print all information. v
Personal information you provide maybe used for secondary purposes (Privacy w, s. 15 (1) (m)).
Property Owner propqrty Lo ion
, . v/ 9 01
I~ Govt.Lot w 1/4 !✓1/4 ST N R E (or w
4I' ~V
Property Lot # Block # Subd. me or CSM#
f '
PeRY Mailing Address
~ ~ ~ .rte
01
'
city State+ Zip Code one Number ity ❑ Village Town Nearest Ro
ar 0
Code derived design flow rate GPD
New Construction Us . Residential / Number of bedrooms
❑ Replacement ❑ Public or commercial - Describe:
9ir/. Flood Plain elevation if applicable
Parent material jX~ -l k~ r s
General comments
and recommendations: 574, 54i~
e- (e,
Boring Boring
Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
#
Horizon =DepthDoommiinant Color Redox Description Texture Structure Consistence Boundary Roots •Eff#1 GPD/ff
'Eff#2
nsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 a -►z ~3/L m ` 0
Tat,
Boring # J+ Oft. Depth to limiting factor in.
Pit Soil lication Rate
®
Roots DHf
RBoring Ground surface elevHorizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary GP
Gr. Sz. Sh. 'Eff#1 'Eff#2
in. Munsell Qu. Sz. Cont Color
CS 9, (0 40
Z g-2r -Tl ,
2/ r~ C2d5 rY/ S/ -rrl -
Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
• Effluent #1 = BOD > 30 220 mglL and TSS >30:S 150
CST Number
CST Mme (Please Print) ST
Bird Plumbing, Inc. Shaun Bird Te226900
lephone Number
Date Evaluation Conducted
Address L/ 715-246-4516
1008 192nd Ave, New Richmond, WI 54017 12 ^°0
Parcel ID # Page a of
Property owner
[3 Boring
® Boring # Pit Ground surface elev. n• Depth to limiting factor in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •E GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1J k' ~'~l2 a rr /•b
3 .S r y/. C- a-d 5 r `l/ S ~ - rn - F • ~
Bori
Bori F-1ng# °
❑ 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/f'
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. `Eff#1 Eff#2
❑ Boring
❑ Boring # Ground surface elev. ft. Depth to limiting factor in-
F-1 Pit Soil Application Rate
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence. BoundaryRoots GPD/ff°
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. `Eff#1 `E11#2
Effluent #1 = BODO > 30 < 220 mglL and TSS >30:E 150 mglL ` Effluent #2 = BODS < 30 mglL and TSS 30 mglL
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need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
saw330(R.6I00)
Soil Test Plot Pla r
Project Name P.C. C01I0va Bldrs. Inc. S4, n Bird
'Address ' `
P.O. Box 489
Somerset Wi 54025 STM #226900
Lot 23 Subdivision Farm View Ridge Date 5/8/04
S W 1/4 NE 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 108.3' *HRpSameasBenchmark
Alternate Benchmark Top of 1/2" Pipe @ 100.2'
226' Property Line
180' k
B.M.
108' 30' Scale is 1" = 40' Alt.
B- M.
unless otherwise
noted
30' 9% Slope
B-1 10'
30'
20'
B-3
106'
655'
Property
Pro Town Road Line
3
LC- 4 CORNER,
TION 5, FOUND
VEY NAIL NORTH LINE OF THE SW 1 /4 OF THE FRACTIONAL NE 1 /4
UNPLATTED LANDS
N 8951'32" E 1316.00
ua 330.63' L17 L18 308.46'
u HWE =1062.2' 653.99' - - - F T - -
L12 LBO =1064.2' / N \ HWE =1055.0• [L16 j L2o
15.00' 20 LBO =1057.0' HWE -1055.0-
160607 S.F. Q/ \ \ I II LBO =1057.0'
3.69 Ac.
V\ I IN i
I
- _ N 8727" W 506.31' •41/ 15.00'
\ \
0
29 12?Aa-S~F.
cV 134722 S.F. LA 2.80 Ac.
_ I 21 0' A
04
81160 S.F. 3.09 Ac. o
o I
1.86 Ac.
Do .4
I to ~ _ N
N . " 28 ~ C
21 RY
iv 8 p09 0 w 441.58' 12:2374 SB \ \ dq v, EVENT. TO
o -5 46 _ ~~W ^ \ 2.1& Ac. \ c~ r BE REMOVED
E
\ cA. w u2N
ASTLY /
226 E ER
3 to I ~2' \ \ \ \ I N ROADWAY. ON OF
22 co 55
I (V 8304 S.F. C61 / / NN// ` \ \ s \ \
z w o `n 1.52 Ac. \ \
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CD Q aWi1 EMP~ Y / / 27 ZA 1 1 -
W EASEMENT. TO -d / \ 71902 S.F. \ \ G~
BE REMOVED 23 \ \ s 1.65 Ac. \ - /
113623 S.F. C61
FZ EXTENSIO- EXTENSION HYVE = OF / /
2.61 Ac.
w
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(oc32 81.x' / `2 ! 891 S.F. -01 31
1.60 Ac. 82454 S.F.
N/ 1.89 Ac.
Z.-- N 84.40'" W 65
L 40
La, - 25 /
00 N \ 66514 S.F. 32
N N w`~ ~^1jvn / \ \ q6Sl4 1.53 Ac. O~ co V / M / 79961 S.F.
" 1.84 Ac.
-pl. 4L V, \ \ n\~ A< t9 \ \423 / ~3%~ / L - low N 82216\ '33" W 459.01
rnl
19 24
69641 S.F. \ A) 72161 S.F. co /N / co
1.60 Ac. \ ~p \ 1ss Ac. , _V 33
\2~j)4 88149 S.F.
Al 2.02 Ac. 6
I / b ~ 82, ~ ss2j ~ w 3
74 'J/ 00
18
72244 S.F. 34&
1.66 Ac.
\ \ o / ~ \ 97.x ~ V / 66 534 Ac. I S 89'26 33 W
/ 00
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iol S~ \ 68909 S.F. LN X555'46-
1.58 8 / Ac. w336 0 1