HomeMy WebLinkAbout032-2160-10-000 (2) IF
• •
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of 3
Division of Safety and Buildings
in accordance with Comm 85,Wis. Adm. Code /� ,
Attach complete site plan on paper not less than 81/2 x 11 iris k►siza..Plan must .. yv • Cr L� 1 3�
include.but not limited to:vertical and horizontal reference .• (BM);direction and parcel ID.
percent slope,scale or dimensions,north arrow,and location• •diistant a to nearest road. (, . - l No- (0-01.7%) .(37i)
Please print all infon»at ; ) ', by ' Date
Pwsond i tomaGon you provide may be used for secondary• . (Privacy taw,s.15 d4(1:i.(K+)K- V \.. "( I 1(i! 1170D,
Property // /� € PnVerty Location
-7'. L. L Lf/ • '.✓ 4 , , , Govt 1.* _ 1 _, ` 114 S / T 3 N R ' E(• it
Property Oher's Marling Address Lot : •• Sr bd. CSM# �.
.rX r r 7 . / r/re • `6b e c('C,
City State •Code Phone •:- ❑City •Village own , ,r.‘. Road
. 6 5T 5- ( lS .-7 p}-5-74- . ea ' A.
.. New Construction Use:i-I Residential/Number of bedrooms Code derived design flaw rate GPD
Parent
materiale 4r /7'7i _ Flood Plain elevation if applicable /vL.4- ft.
Gerherai cements recommendations: sy 5/�,�. e%aa.4 /, s
and
.- 3 ' )3 _ . c ! , ✓
\L 1 &dna# "9 ikwing /, / /ft. to in.
pK Gond surface elev. Depth mg
Soil Application Rate
Horizon Depth Dominant Color Redox Desaq>don Texture Structure Consistence Boundary Roots GPDflW
in. Munsei Qu.Sz. Corr.Color Gr.Sz Sh. -Etf//1 •Eff#2
Z �-/ob /U� ,0 -5 (V-y/ /l2/ '1//VP ,f/114 - 7 , al-
1'
cd- RN.t d
B«khg# °(
�I pn Ground surface elev.A`-,�ft Depth to Wilting factor in. I Soil Application Rate
Horizon Depth Dominant Color Redox Desaiplion Texture Structure Consistence Boundary Roots GPDVN
in. Munsel Qu.Sz Cont.Color Gr.Sz.Sh. 'Eff#1 'E 2
1 0 °)) 1u /14 "917/1*- .V J-- ,974... ..5--
-7
a _, /a $ —' ■ ,.f.,. .1 / , .;-
,d-97./0i
�6 — /
•Effluent#1=BCD,>301 220 and TSS>30<1 . ;:r •Eflllent#2=BOOS<30 ng&and TSS<30 mg&
:.., , CST Number
Address
Date Evaluation Conducted Telephone Number
,/ems /72- OA ' C 1i S/6i 7/-‘-oz 7(j _ ,/le-c J-/
Property Owner Percent)# Page of
2 ❑
Boring
in
I 3 # Ground surface elev.A/17 Depth to limiting factor�:.�.�---
Pit Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Mixrseell Qu.Sz. Cont Color Gr.Sz.Sh. 'BM 'EMN1:2
430S e' ,59 ,!/ Ai ,A i 1.
99 . 2-
34 / 77 '
BothIg# ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sol APPS Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Murse9 Qu.Sz. Cont.Color Gr.Sz.Sh. 'E##1 'FJFIl2
Boring
# ❑ Boring
❑ Pit Ground surface elev. ft. Depth to taming factor in.
Sot Application Rate
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. '811/1 'Eff#2
Effluent#1=BOOS>30<2 2 0 mg&L and T S S>30<150 mglL 'Effluent#2=BODD<30 mgA.and TSS<30 mall
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.
$804330(116/00)
• ' Soil Test Plot Plan
Project Name P.C. Collova Bldrs. Inc Sha .ir.
Address
P.O. Box 489
Somerset Wi 54025 - STM #226900
Lot 11 Subdivision Wild Turkey Retreat Date 9/6/02
E 1/2 SW 1/4S 12 T 31 N/R19 W Township Somerset
Boring Q Well PL Property Line County ST. CROIX - S
&AN\
BM r VRP Assume Elevation 100 ft. Top of 2" Pipe 5cob._s c
m Elevation 97.5/97.1 *HRPSame as Benchmark ti ()% 4"(ciA
A t. BM Top of 2" Pipe @ 99.1' _moo
•-4 303' Property Line
■
Please Note: Tested area
may not be suitable for
desired building area.
Check system location
\ before excavating. Also,
survey was not completed
at time of test. Set backs
I .t - — from lot lines may oe - change.
l
.,) ,
., 1 ,,,, , ,,,k
o TOl 102'
0, B-2,
NI
■
6% Slop 75,
2 B-3
35'
. .4 li Vt., 4i141,A1)
Mil' B-1 41
,< 50'
r
-c ' 1So
LI
Pro Town Road 6"‘ w4
tA,'s, _A®-4‘.A_ Ig@- r ■,., s ,� 4 , fie
5Z ;:■ :;E_Ef._-°
-- /1\. "-- ;- e WILD TURI
LOCATED IN THE NE 1/4 OF THE SW 1/4
LEGEND TOWNSHIP 31 NORTH, RANGE 19 WEST, TC
y�y'� ` D LocA,oNS DRIVEWAY �—, DRAINAGE EASEMENT NOTE:
E\L� -
BUI G SETBACKS COUNTY SECTION MONUMENT NO OWNER OR RESIDENT SHALL DO ANYTHING WHICH WOULD INTERFERE W
(FOUND AS NOTED) OPERATION OF THE APPROVED COMPREHENSIVE WATER DRAINAGE AND SOt
S F P 2 q 4 ItO2FOUN. 3/4' IRON REROD 12' UTILITY EASEMENT PLAT. THIS INCLUDES BUT IS NOT LIMITED TO BUILDING UPON, OBSTRUCT
� EXCAVATING OR PLANTING IN ANY POND EASEMENTS, WATER DRAINAGE DI
'r SET 3 4' BY 18" IR0N REROD WATER CULVERTS, BERMS OR GRASS SEEDINGS.
WEIGHI G 1.50 POUNDS PER ---- DRAINAGE EASEMENTS
ST C17:0;X COUNT ZONING OFFICE LINEAR FOOT AT ALL OTHER os't1 7 CONTIGUOUS BUILDABLE
•'NERS AREAS GENERAL NOTICE STATEMENT:
CONTIGUOUS BUILDABLE EACH PARCEL SHOWN ON THIS MAP (PLAT) IS SUBJECT TO STATE, C0UN1
• SET 1 1/4' BY 18" IRON PIN BOUNDARY RULES AND REGULATIONS (I.E. WETLANDS, MINIMUM LOT SIZE, ACCESS TO
WEIGHING 4.172 POUNDS PER PURCHASING OR DEVELOPING ANY PARCEL OF LAND. CONTACT THE ST. CF
UNEAR FOOT HWE = HIGH WATER ELEVATIONS AND THE APPROPRIATE TOWN BOARD FOR ADVICE.
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