HomeMy WebLinkAbout030-2129-10-000 (2)
Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County St Croix
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. L930
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Review Otte VZTO
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(l) (m)). o
Pr erty Owner Property Location
< Quest Development, Inc ~d Govt. Lot E 1/2 1/4 SW 1/4 S 25 T 30 N R 20 E (or) W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSW
Suite 150 10700 Old County Road 15 1 Ridge At Birch Park
City State Zip Code Phone Number E]City E]vllage Town Nearest Road
Plymouth MN 55441 ( 7¢3-595-9512 County Road E 1 St Joseph F-1 New Construction Useo Residential / Number of bedrooms 3 to 4 Code derived
design flow rate 450 to GPD
F1 Replacement Public or commercial - Describe:
AT A IL
Parent material l .oess over outwash sands Flood Plain elevation if applicable
General comments \IE
~
and recommendations: This site is suitable for a mound system 1l Ff7- N
Additional soils investigations may reveal a site suitable for a below g~a a system_
ylt is ki-- AttA- 40~-- t ,l 7(1Q2
2-00 lo
G ~GpF1C~
F7]Boring # Boring r t,
_JgMplicati0R
a pit Ground surface elev. 100.14 ft. Depth to limiting factor 37 in.
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPDhT
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-6 10yr3/3 Is Ifsbk mvfr cs If .7 1.2
2 6-37 1 r4/4 ifs lfsbk mvfr cs - .4 .6
3 37-50 7.5yr5/6 flf5yr5/8 sil lmsbk mfi - - .2 .3
I
gi
147,j -/I
F2 Boring # ❑ Boring 101.31 38
Q 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
1 0-6 10yr313 Is lfsbk mvfr es if .7 1.2
2 6-38 10 r4/4 ifs lfsbk mvfr cs - .4 .6
3 38-48 7.5yr5/6 f1fyr5/8 sil imsbk mfl - - .2 .3
* Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = B < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Sign lure CST Number
Thomas C Nelson 227387
Address Date Evaluation Conducted Telephone Number
1432120th Street, New Richmond, WI 10/16/01 715-246-2454
Quest Development, INc
Property Owner Parcel ID # Page of
F3 Borin # Boring
g 0 Pit Ground surface elev. 97.56 ft. Depth to limiting factor >92 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
1 0-10 10yr313 - 1 lmsbk mfr cs if .4 .6
2 10-24 10 r4/4 - sl 1 sbk mfr cs - .4 .6
3 24-28 10yr4/6 - sil lmsbk mfi cs - .2 .3
4 28-92 10yr5/4 - s Osg ml - - .7 1.2
i
❑ Boring # Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
M
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.
❑ 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. *Eff#1 *Eff#2
* Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 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.
M-8330Test (R.07/00)
1
N~v
Q,.
Q 1 Top a~cund1~. i 10 0
x"12 I L)
N , %Oo,1y
42 ju►•31
4 .54)
~,eA Th,l 1 s /2 00" ! f
h~~-,r,~ h-~Is a~
A~tiL~ i iV LOT" To ~vEcv iND i 1/1'12Ufi L
6) 30 •2p3 • z o • orb ceN rl-c T k//:5.
30. 2 o,3 so • ono
o30 • 203• /0 - oaV
D 30 - z 0 / + D~U r
Prvateewage Consultants
0 3 Q 2 d 7 p /r7T~ 655 O'Neil Rd.
Hudson, Wis. 51016
-715, 3 S'G • ?/8 S
7/ 5 - 2- . 3 ye{-2-
fill v 14 -'77 N ~'f 1 - - - - - -
LAJ
a Se c~_9
w ~
w
~z
/ w
Z C4 ,N to
LOT 9 W =1
142,678 W. '6
ones ra LOT 10
3
/ y het bum" 229 a" N 00 LAM 4A. z ~
' 101 ones
Lri
v: C
14 het bu1d*o 252 own
I
,N
LOT 8
16.1,421 sq.n.
3 77 mm hh . O~
ret buAckAk 122 wu
L F.E ■8W
146.63' I I r 118.66' C14
S00°17'01 °W 1 1265.29'
3 ~ " - ~1 % ? N W
qq q~ /
11a a / 00
2 \ Imo/ z
or,
z
1 ,
50~
/
10,
H.W.E ■8f l.3 /
/
9.88 0aes
not buidsNN 477 oaw
LOT 11 C\2
~S07*07-48"1, /
56.6f
~ d
P
739.09' 14.b0'-~\ \
WEST LINE OF THEE 1/2 OF THE SW CORNER OF THE
SW 1 /4 OF SEC. 25, T. 30, R. 20 E 1 /2 OF THE SW 1 /4 i
OF SEC. 25, T. 30, R. 20---'
McCOMBSR:ANK RODS ASSOCIATES, INC.
ENGINEERS AND LANS'SURVEYORS
Plymouth, Mi=dsota
CITT71417rr It ^1 ~ CITTT"'r.Mmel