HomeMy WebLinkAbout018-2007-24-000 (2)
t r
SOIL EVALUATION REPORT Page / of
wsoonsin Department of commerce
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 ~C,
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.. Gb r, c7 )'2)j percent slope, scale or dimensions, north arrow, and
location and dista crest road. Review Date
Please print all information.
personal information you provide may be used for secondary purposes (Priva taw; s. 15.04 (1) (m)). of iCv(~y
: . , prpPErty Location
property Owner Govt. L t 1l 1l4 S ,57TO?N R E (or w
Lot # i Block # Subd. or CSW
Property Mailing Address M-V;ead ' Village Town Nealtlflekib
rest Ro
city State + Zip Code P e Number ❑ CrtY ❑
(4 ~4
Code derived design flow rate GPD
New Construction Us Residential / Number of bedrooms
❑ Replacement ❑ Public or commercial - Describe:
Parent material Flood Plain elevation if applicable
General comments
Oq J /
and recommendations: ~,S ~y ✓erv
1 4-
# Boring
Boring V~' -Ziff. Depth to limiting factor iq~ in. ~I lication Rate
Pit Ground surface elev.
Texture Structure Consistence Boundary Roots GPD/fP
Horizon Depth Dominant Color Redox ' pesaiption EEff#1 -)E 2
_
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
L 1N` p~ ,
®ng # Boring
in.
r Lift. Depth to limiting factor Soil Application Rate
A Pit Ground surface elev. L_Sd__~/~~
-
Texture Structure Consistence Boundary ;Ro ots GPDM
Horizon Depth Dominant Color Redox Description Gr. Sz. Sh. -Eff#1 -E;
in. Munsell Qu. Sz. Cont. Color ~ C S ~ ,n
3 2 ryr r- ~J
va, 1
C C/ 5 w
5 ! k LO
2 - 7 7, r Y/~ C 7-4~ s r/ S / - h-i ' r< c~ ~ 2 • ~
• Effluent #1 = BOD > 30 < 220 mglL and TSS >3300:5 1 Effluent #2 BOD < 30 mg/L and TSS < 30 mg/L
50 mglL Number
CST Name (Please Print) Signa CST ST Numb
Bird Plumbing, Inc. Shaun Bird 226900
Number
Date Evaluation Conducted Telep
Address _0 ~ 715-246-4516
1008 192nd Ave, New Richmond, WI 54017
Parcel ID # Page of
Property owner
® ~ # 0 Boring Ground surface elev. IQL~ Depth to limiting factor o in. Soil Application Rate
Pit
"Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfif
'Eff#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
(A / b
- s, am ~ cS a
5/4 5 Yo,
S1 -rr,-
All
I -T-
a Boring # ❑ Boring
pit Ground surface elev.. ft. Depth to limiting factor in. Sal ication Rate
Horizon Depth Dominant Color Redox Description Texture structure Consistence Boundary Roots .E GPD/ff°E~
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
17 Boring # ❑ Boring Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Soil Application Rate .
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence. Boundary Roots GPD/ffL
•Eff#1 •011#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
i
i
' Effluent #1 = BODO > 30 1220 mglL and TSS >30 150 mg1L ' Effluent #2 = BODS < 30 mg/- and TSS 30 mg1L
The Department of Commerce is an equal opportunity cservice rovider and ontactthe department aployer. If you t 608-266-3151eord Tassistance to TY 608-264-g777. services or
need material in an alternate format, please Partn►e
s8D4330 (RAN)
X.
Soil Test Plot Plan
Project Name P.C. Collova Bldrs. Inc. Shaun j*
Address P.O. Box 489
Somerset Wi 54025 CSt #226900
Lot 24 Subdivision Farm View Ridge Date 59,104
SW 1/4 NE 1/4S 5 T 29 N/R17 W Township Hammond
Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 109.5' *HRpSameasBenchmark
Alternate Benchmark Top of 1/2" Pipe @ 100.2'
B.M.
.M. 424' Property Line
144'
Property
Line 12
ope
B-2 45' B-3209
0'
70'
10'~
B-1 109'
Pro Town Road
Scale is 1" = 40'
unless otherwise
noted
3
M N 1/4 CORNER,
SECTION 5, FOUND
o N SURVEY NAIL NORTH LINE OF THE SW 1/4 OF THE FRACTIONAL NE 1/4
o- cn N 89'51'32" E 1316.00 UNPLATTED LANDS
04 - - - - - 330.63' L17 L18 308.46'
u HWE =1062.2' 653.99' - - - - T - -
02 LBO =1064.2'
N \ HWE =1055.0' L16 L20 '
1055.0'
- 15.00' '20 LBO =1057.0' H. -1055.0-
LB
I; 160607 S.F. ~40 \ I; LBO =1057.0'
3.69 Ac.
I I~
N 87'3 / ry<v// \ 15.00' IN
4 27 W 506_31' \ s
ro O/ \\\`'r; 29 w 121~80S.F.
1 _ I N 21 ry \ 134722 S.F. I' un 2.80 Ac.
' o I 81160 S.F. ~C~ 3.09 Ac. Ci
d 1.86 Ac.
i N g0 O9'o' " 28 \ N 80 TEMPORARY
(V w 441.58- 12 212374 S4& \ WJ ' CUL-DE-SAC
\ (p EASEMENT. TO
5.46- - ~ co 2.1& Ac. 1-4 BE REMOVED
\ w
00 ~ ~Of UPON
\
EASTERLY
O /
3 W I / 226,2' \ \ \ \ \ II N ROADWAY.
2~ $5
a to
(V 304 S .F. °j/ / ry
Z w •oo I 1.52 Ac. / ry/ tl \ \ ~L \ T
/ / Z ry \ A \ C23 S
520 l
7 N Z I80' TEMPORARY l j 2( \ \ V A i l /
w EEAASEMEENT.TTO 71902 S.F. \ \ G~
BE REMOVED 23 N 1.65 Ac.
UPON P,
WESTERLY 113623 S.F. / W \ \ X03• \ \ ~9 , . -1
Z EXTENSION OF / / 2.61 Ac. ry / \ S2' G`L~'/ HWE =1 76
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c 891 S.F. 31
! \ \ 6)• 1.60 Ac. 82454 S.F.
\ ~6+ \ \ / • \ \S3g U/ ~j / ~~i 1.89 Ac.
6,
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49
0 iVla 66514 S.F. % 32
N L=\ 66S 1.53 Ac. 00/ ca d / M
\ 79961 S.F.
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MI A \ \ \?369, N 8221'33" by 459.01't9~
of \ C~ \ \ \ / It j _ _ _
19 24
69641 S.F. 72161 S.F. / c /N / co lag,
1.60 Ac. 1.66 Ac. o°'i/ - 33
j \ ±(J \ l ~l /2 / ry \20 88149 S.F. 6
2.02 Ac.
/ /~Op~`L \ C`~9\ \ N 6S2' \ \ \ / / N \ 09-
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/ 2 652•\ _ w 3~ It co / \ \289
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18 V
72244 S.F. 3~7 66• \ / / / 34P - - - 474 S \ 166 Ac.~ Q / 66 53 AcF I S 89"26'33" W
/
\ 88\ 1~ /7 If III
17 /
\ -IV s•\
io N 6\ O` ~ 68909 S.F. 46„ n
o•.I~
rl ~o8 ~i / 1.58 Ac. / /~/_a~A W-336