HomeMy WebLinkAbout020-1450-14-050 (2)
. 1207
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Tom Schmitt
Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County
St. Croix
include, tort not limited to: vertical and horizontal reference point (BM), direction and
percent slope, sale or dimensions, north arrow, and location and distance to nearest road. Parcel I. D. C {
-Please print all infonnadon. / y'
Y
Personal information you provide betleed#er~•( , s. 15.04 (1) (m)). Reviewed B ~t
r. V
Property Owner s Property Location
Grand Properties, LP Govt. Lot NE 1/4 SW 19 S T 29 N R 19 W
Property Owner's Mailing Address APR 2 3 2004. Lot #;Z0 I Block # Subd. Name SM# L4
712 Rivard Streeet, Suite 30te udson Estates
city 2 Plow tt tuber J City I Village a Town Nearest Road 1 )
Somerset j G v 0 Hudson Roberts Lane
New Construction Use: 4M Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement Public or commercial - Describe:
Parent material Outvvash Plain Flood plain elevation, if applicable na
General comments
and recommendations: Area is suitable for a conventional system. Possible system elevation for Area 1 is 94.3'. Slope is 5%.
0. ~ 71
Boring # Boring
01 Pit Ground Surface elev. 97.98 ft. Depth to limiting factor 98+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
*Eff#1 *Eff#2
1 0-12 1Oyr3/3 none sl 2fsbk mvfr as 3m,21' .6 1.0
2 12-24 1Oyr4/6 none Is Osg ml 9W 1f .7 1.6
3 24-44 1Oyr5/4 none grs Osg ml 9W .7 1.6
4 44-98 1Oyr5/6 none s Osg ml - .7 1.6
Boring # ] Boring
te Pit Ground Surface elev. 97.98 ft. Depth to limiting factor 96+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
-Eff#1 *Eff#2
1 0-10 10yr3/3 none sl 2fsbk mvfr as 2m,2f .6 1.0
2 10-23 1Oyr4/3 none I 2fsbk mvfr 9W 2f .6 .8
3 23-33 10yr4/6 none I 2msbk mvfr 9W .6 .8
4 33-96 1Oyr5/6 none s Osg ml - .7 1.6
' Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS <30 mg/L and TSS <_0 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt 227429
Address Tom Schmitt Date Evaluation Conducted Telephone Number
1595 72nd St., New Richmond, WI 54017 4/13/04 715-247-2941
Property Owner Grand Properties, LP Parcel ID # Page 2 of 3
Boring # yl Boring
[i] 01 Pit Ground Surface elev. 96.16 ft. Depth to limiting factor 97+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
1 0-18 10yr3/2 none sl 2msbk mfr as 2m,1f .6 1.0
2 18-43 10yr5/4 none Is Osg ml 9w if .7 1.6
3 43-97 10yr5ro none s Osg ml - .7 1.6
❑ Boring # - Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
Boring# J Boring
❑ ~f Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
* Effluent #1 = BOD ? 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.
&Y 4" /~07
' Page 3 of 3
Conducted by: Conducted for:
Schmitt Soil & Site Evaluations Name: Grand Properties, LP
Thomas J. Schmitt, CST 227429 Address: 712 Rivard St. Suite 100
1595 72nd St. City, State, Zip: Somerset, W154025
New Richmond, W154017
Phone: 715.247.294 Subd. Name Hudson Estates
Lot No. Z!V-
/Yt 1/4, SW 1/4, S: 22, T 29 N, R 19 W
Township of Hudson
BM El. 100.00' VC s- cz-
Alternate BM El./13' o`
Qt Slope = ,f ` °/'o Contour Line El.
~b~
C
Scale: I"= 40'
flay ~ _ -qc~
6q3 r
)q7~ ~~i 4/,2 r V3' 10T
This soil report was done to fulfill a Zoning requirement. It may or may not be in a location that is
suitable for your use. No permanent lot markers were in place when the test was conducted.
1101 1 6
VOL 19 PAGE 4960
XATHLM H. M
j REGISTER OF DEEDS
ST. CROIX CO.. NI
RECEIVED FOR RECORD
CERTIFIED RVE -MAP 03/31/2005 03:15PT!
CERTIFIED SURVEY MAP
LOCATED IN PART OF THE SE1/4 OF THE SW 1/4, THE NE1/4 OF THE SW 1/4, REC FEE: 13.00
COPY FEE: AGES: 2 3. 00
THE NW1/4 OF THE SW1/4 AND THE SW1/4 OF THE SW1/4 OF SECTION 22, P
T29N, R19W, TOWN OF HUDSON, ST. CROIX COUNTY, WISCONSIN. ALSO
BEING LOT 14, OF THE COUNTY PLAT OF HUDSON ESTATES.
1-0 < SURVEYOR: PREPARED FOR:
C3 Z m DOUGLAS J. ZAHLER MIKE GERMAIN
z S & N LAND SURVEYING, INC. GRAND PROPERTIES LLC
w 2920 ENLOE STREET 712 RIVARD STREET NORTH 1/4 COR. U, M HUDSON, WI 54016 SEC. 22
LL SOMERSET, WI.
¢C?a 7
¢ cc r !+w Each Parcel shown on this map is subject to State,
Z z zo I- County and Township laws, rules and regulations (i.e.,
¢ F-v' wetlands, minimum lot size, access to parcel, etc.)
un I- co °o Before purchasing or developing any parcel contact the
m I- co rn _ St. Croix County Zoning Office and the Town of Hudson
for advice.
0
s OF W18fell 0
3333 ores LOT 15 h 9 00 Ut3LA 3 J'
~ ; .tea, I I
ZAHLER z
3-2143 7~ w
HUDSON
L'QT U goy y~kil v, N89°37'56"E LOT 16 -,W-
~ONeS q~ 148.31'
l LOT 21 BM TOFF ® Ip 0I
I y 3.72 ACRES I.P.=924.0
U (161.908 SO. FT.) ~,x `fl~ LOT 17
L.B.0.921.5
1 L~ ss, F S
3 1. ASS p$.9+~ 85°39'44"E 340.53' • ml N
/ m
I ' • • . _ Fn' Q- . / LOT 18
TEMPORARY °39'x4"E 364.a3'~ N • y~~,_, ( 4
CUL•DE-SACS' tte N89°30'53"E 336.94'
EASEMENT, TO Be OCy~
EXTINQUISHEDUPON 1/e 1~ff ~iP
d ROAD EXTENSION • •
0 1~- -
4_-r.w of
L
LOT 19
5.79 OT ES 20 ` L.B.O. a 6.8 LO5.63 ACRES
T 22 w ' 14 (252,286 SO. FT.) u, IZ ,
q+ I n m L.B.O. 916.0 BM TOP OF (245,385 SO. FT.) c~ j~ Iw
lX ® S ~{...i~ ® I.P.=910.7 0
ce 5.00 ACRES E3 L^ ® ® _
1 (218.045 SO. FT.) yQ* S89°44'41"W 649.90' ee Lay ,
r of
Z L.B.O. 916.0 ° UNPLATTED LANDS I
v~~ti$ re m -
ICA)
L41 322.2a ~y ✓35. ~ Z Z
6so' L44 S89044' 471"W 681.04'
-HUDSON ESTATES LEGEND
LOT4 LOT3
- FOUND ALUMINUM COUNTY SECTION
CORNER MONUMENT
FOUND 2" OUTSIDE DIAMETER IRON PIPE
FOUND 1' OUTSIDE DIAMETER IRON PIPE SOUTH COR. •
O SET 1" OUTSIDE DIAMETER BY 18" LONG IRON SEC. 22
PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT (FOUND Plc NAIL)
• • . • • • • • . 50' ROADWAY SETBACK
-0- PROPOSED DRIVEWAY '
SCALE: 1'a 200' ® SOIL BORING DRAFTED BY: WES ANDERSON
0 100 200 SHEET 1 OF 2 SHEETS REVISED: 20,105 5 DATE: 10/11/04
Vol 19 Page 4960
ZO u~ D ~~v t S I
e \
PROPERTY OWNER: Grand Proceriies. LP SOIL AND SITE EVALUATION 1 ZQ5 Page of 4
PARCEL I.D.#
'tom Scimeilt
REPORT MEMO
Discontinuous silt inclusions were observed in 131 with redox features. The redox features in the silt are present
because the smaller particle size of silt holds onto the water stronger than the
surrounding
sand it even
stronger hold than the force of gravity has a trying to pull
the water
down. The water that flows into the silt inclusion will
not
seep out until the silt inclusion is completely saturated and cannot hold any more, then the force of gravity can start to
make the excess water start to flow. This is why redox features (mottles) are present in the inclusion. The outwash
sand that the silt inclusion is deposited into showed no signs of seasonal saturation or high groundwater.
INSTALLERS"
When a ilt inclusio (silt ball) is encountered, the chambers that are installed in the silt should not be counted. More
chambers shout a added to the end of the trench in sand to make up for the lower gpd/sgft rate of the silt. This way
the 0.7gpd/sqft rate of the sand can be used and the system is only enlarged as needed.
~,4,.f t> l L S s t c V i$ t`8-ll o~sL i S
C-cs-- k~~ ' ~I~-~-s ms`s d'tko- -
C Ste' ~s~-~s
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