HomeMy WebLinkAbout018-1099-35-010 (2)
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page _ i of _ 3
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 I
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. I J 17- percent slope, scale or dimensions, north arrow, and location
and distance to nearest road. U/ Y ' D 3-5--
Please print all information. Revi ed b _ Date
Personal informal you provide may be used for se ndary s (w I♦ev , . 15.04 1) (m)). 43
Property Owner Proper Location
)nfiY ovt. LA SE-7 1/45N 1/4 S q, 2~ N R I E (or) ~IN
r ~OltY1 I (y S~ ;
Property Owner's Mailing Address of t Block # Subd. Name CS
(0-11 11(_r? 43~) 11 t Ply e
City State Zip Code P one Nurplbli(
' c OFF110 ❑ Village Town Nearest Road
New Construction Use: Y Residential I Number of bedrooms 3 Code derived design flow rate SV /j!~o 0 0 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material ___7- 1 I~-_---_--______--_---__ Flood Plain elevation if applicable ft.
General comments ys c m C'~>? ✓ /ffU v 2 ~~-yo i++i firs S ~`C ✓sCf 73 -3
and recommendations: g Q 0 v _ ✓ /
u r'1-~Oa ei'"U ' ~ Oki-6tT'
r~1yr1Q/L~ a Ax-
6 ufa~d > awe
F_\1 Boring # Boring 4}p
® Pit Ground surface elev. 0 _d ft. Depth to limiting factor - in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
5
I 0-11 1D 313 S. I 2 "-p y- I J
17,
2 11-26) )0:4r- q S; C1 2rn h-i-Cr C
3 20 55 t0 I 2m5 b k 2-, V-Cr C S - 5 9
4 55 to C1P-1 .S r'-] /o c. I 3m 6k n46' Y
Boring # ❑ Boring
® pit Ground surface elev.2 ft. Depth to limiting factor- -in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f 2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
2 ►2-y8 u y - 5 I 2mY 5 r- C - -
lo. - p -
i I 5
t 1 C ~ . \11 Y- (0 2 ff)~'r
Effluent #1 = BOD > 30:5 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CAT Name (Plea Print) ^ I'~ i ature CST Number
Address C,~K Date Evaluation Conducted Telephone Number
211 Srnerse_4, ~ v Z - s =a Z x`71 2, -7- ADCs
+ Property Owner r l _CC t Yl , I l f u S f Parcel ID # Page of -
Boring # ❑ Boring -1 • 26
FN fA Pit Ground surface elev. ft. Depth to limiting factor in.
Soil A lication 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
D-IZ (0 ,-N S I m-fv- cs ] Vf 5
2 12 -2 ► - 2 rrn~
3 2~f ~u y C( P
❑ 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 GPD/fF
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 Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Ef1#1 'Eff#2
Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 < 30 mg/L 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.
SBD-8330 (R.07/00)
PAGE';~_OF 3
T %
T~7AMF (.64-5 LOT# 35 LEGAL DESCRIPTION Sw `4,S 9 T I.A,N,$, / - E(or)
SCALE: I"= f42
BM I ELEVATION / 0 - c)
BM I DESCRIPTION to 0 of S1-e e
I N
BM 2 ELEVATION q % 0 y
BM 2 DESCRIPTION -k, ,2 o Iy C/ S c , y
I
SYSTEM ELEVATION /00.0
SYSTEM TYPE An 0 L) A of _
CONTOUR ELEVATION q a y
avIlLaP)
- p
D°
• 0 /'/mar
SIGNATURE
~ G
71
PAGE LOF
NAME CI l ~%er~~ T OT# .35 LEGAL DESCRIPTION ST X 5w X,S q T 4 q,N R I E(or)
SCALE: I"= BM I ELEVATION / O p j2 a 4' ~ L)BM I DESCRIPTION jo_ i e e ~o c~
BM 2 ELEVATION Co.)
BM 2 DESCRIPTION o A c' S ~ c • 9
SYSTEM ELEVATION /00 o r E
SYSTEM TYPE ✓h U c /t
CONTOUR ELEVATION'
Gv ,v \
1o
-5%
e'
o
G
s
DATE
SIGNATURE
M~
07
T
1093.2 ;
CID
LF 1093.5 x (t 3
46 • y Q 41
co
LO 6
97 CRE
Q H 10 8' J:--__-rte
~O LF 1 / X ®
i
i
J# If
%
`2Q 7g°~4, I yAG` , i `
Q ~
41
a I L OT 83
OO / I 1. S2 ACRES
r, a, o
LO
2 4 CRE
r O
11.8 ; ti ~ / 1
rr r 7 56.
f ti ~ • 3s' E 346 8, d
W
D I '(apisv X73, 35.
1 / f lY~ 1
A 1
1'Yn o 1
Q 2 ~ r 1
f ! j~ 1
M 1
r I
r LOT 84
p ,
6 6 1.158 ACRES i
ACRES
' i T 8 ® i
O
I11 .3 r, 8 62 3 ACRES M `
X o ` 1 N • ilk
\ o
1103.3
`od
r M
r
\ ~ \ r cV
~ , ~ \ X r o
N a~ 27"
co r. T4 CRES i
: .r
N N OT 81
/ O ,@ 1.68 ACRES NI
O '
~ S3 \ ~ 1 f
F RECEIVED
APR 1 5 2004
ST. CROIX COUNTY
ZONING OFFICE
-
i
SURVEY MAP
CERTIFIED
LOCATED IN THE NW 1 /4 OF THE SW 114, THE SW 1 /4 OF THE SW 1 /4
THE NE 114 OF THE SW 114 AND IN THE SE 114 OF THE SW 114 OF
SECTION 9, T29N, R17W, TOWN OF HAMMOND, ST-CROIX CO., Wl. BEING
LOTS 33, 34, 35 AND 36 OF PHF;4SANT RIDGE FIRST ADDITION.
PREPARED FOR: RON BONTE
2 S
S87'26'01 "El 386.02' 7
l l ~
N
J /
\ I I I NOTE BEARINGS ARE REFERENCED
\ LOT . 36 TO THE WESTERLY LINE OF LOTS 35 AND 36.
o 1.99 A~RES 50 , I RECORD BEARING.
o. 86,669 SQ. FT. i
of Nr\ 1~ LOT 52 LOT 54 t`p uk~ vf) .
.0O J
THS AMP St
WO NEW N ~2l15' rE
N ABMN PROPERRES.
THNS/RUMEM: L075 A
\ o .
m
LOT 35
w 1.79 ACRES
"'A N I \77,987 SQ. FT.. • N \ \
5/~ \ \
Z I \L 2a -3~2-~1 rn\% \ LOT 51
o I \ \
LOT 34 \ S60723'1 9 "E /
. 1.82 ACRES \ 27.03' /
79,221 SQ. FT.
//S29'36'41 V
a LOT 33 ; o / 51.73'
2.61 ACRES: , / LOT 49
\ 14,620 SQ. FT. /
O~ I
o, 50
a = SET 1 " 0. D. X 18 IRON PIPE . ILLi I
WEIGHING 1.13LBS PER LINEAR FOOT. i -0,\ i Val
t
\ i l o N \ ; O • I ~~SG0 1YS
0 = 2" IRON PIPE FOUND. Z ~r \ i N 01
• = 1 " IRON PIPE FOUND. S' \ : I 0 I JAMES M.
WEBER
I 81 I SPROG VALLEY, Q'
\ l: I W1
61
1"=150' SuRJ~
0 75 150 300 i S32*05'38 "W JAMES M. WEBER S- 1804
103.D0' LANDMARK SURVEYING,INC.
SHEET 1 OF 2 / / . DATED LA -U1
2004019 THIS INSTRUMENT DRAFTED BY JIM WEBER /
C