HomeMy WebLinkAbout020-1450-15-000 (2)
1206
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 r not less than 8'% x 11 inches in size. Plan must County
St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I. D. I'7 / L 7
Please print all information. a1_~ ~j -t
Reviewed By / D e
Personal information you proa may t I (Priv y Law, s.15.04 (1) (m)). t GI f
Property Owner Property Location ~~11
Grand Govt. Lot NE 1/4 SW1k1 S 22 T 29 N R 19 W
Pro e s , L
Prope Owner's Mailing Add LqV ~ Block # Subd. Name or CSM#
712 Rivard Streeet, Suite 40 15 Hudson Estates 4
City state ZlBfWp oggcNumber ;C' _j Village 01 Town Nearest Road
Somerset WI 54025 715-247-5900 Hudson Roberts Lane
K' New Construction Use: 11M Residential ! Number of bedrooms 3 Code derived design flow rate 450 GPD
-f Replacement Public or commercial - Describe:
Parent material Outivash 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 97'. Slope is 5%.
Boring # _1 Boring
e Pd Ground Surface elev. 100.55 ft. Depth to limiting factor 97+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
'Eff#1 'Ef1#2
1 0-9 1Oyr312 none I 2fsbk mfr as 1f .6 .8
2 9-17 1Oyr4/4 none sit 2msbk mvfr 9W if .6 .8
3 17-31 1Oyr4/6 none sil 2msbk mvfr 9W 1f .6 .8
4 31-45 7.5yr5/4 none Is Osg ml 9W .7 1.6
5 45-97 1Oyr5/6 none s Osg ml - .7 1.6
❑ Boring # .1 Boring
1/ Pit Ground Surface elev. 101.43 ft. Depth to limiting factor 95+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
'Eff#1 *Eff#2
1 0-10 10yr3/3 none I 2msbk mfr as 1f .6 .8
2 10-19 1Oyr4/3 none sl 2msbk mvfr 9W 1f .6 1.0
3 19-30 1Oyr4/6 none Is Osg ml 9W .7 1.6
4 30-95 1Oyr5/6 none s Osg ml - .7 1.6
" Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/l- ' Effluent #2 = BOD < 30 mg/L and TSS <,0 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt ,7X. 227429
Address Tom Schmitt Date Evaluation Conducted Telephone Number
1595 72nd St., New Richmond, WI 54017 4113/04 715-247-2941
. F
property Owner Grand Properties, LP Parcel ID # Page 2 of 3
3] F Boring # Boring
Pit Ground Surface elev. 99.74 ft. Depth to limiting factor 98+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPEN
*Eff#1 *Eff#2
1 0-11 10yr3/3 none I 2fsbk mvfr as 2f .6 .8
2 11-23 10yr4/3 none sl 2fsbk mvfr 9w 1f .6 1.0
3 23-35 10yr4/4 none Is Osg ml 9w 1f .7 1.6
4 35-98 10yr5/6 none s Osg ml - - .7 1.6
❑ Boring # I 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
*Eff#1 *Eff#2
F-I Boring # Boring
I 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
*Eff#1 *Eff#2
Effluent #1 = BOD 5 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BODS <30 rnWVO TSS < 30 mg/-
The Department of Commerce is an equal opportunity service provider and employer. If you need assi%W~ to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY -0,49 -264-8777.
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Page 3 of 3
Conducted by: Conducted for:
Schmitt Soil & Site Evaluations Name: Grand Properties, LP
Thomas I Schmitt, CST 227429 Address: 712 Rivard St. Suite 100
1595 72nd St. City, State, Zip: Somerset, WI 54025
New Richmond, WI 54017
Pho e• 715.24 2911 Subd. Name Hudson Estates
Lot No.
&C 1/4, 54.1 1/4, S: 22, T 29 N, R 19 W
Township of Hudson
BM El. 100.00' 7 e17`~ A16 6
Alternate BM El oQ sSb 7 o
Slope = % Contour Line El. J!/,,4
N
Scale: I"= 40'
1 ~
27f
57
till
1 1
P2 r
~a5'BV.aPJ~ ~
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.
t+~EVALUATION-os~ ~s
PROPERTY OWNER: Grand Proyeshies. LP ~SOIL ANDsS--IT E 1205 Page S Of 4
PARCEL I.D.#
Tan Schmitt
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 has a
stronger hold than the force of gravity 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 ill 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 a pd the system is only enlarged as needed.
W crKS 1A CrF .5e-ff W I -r T-
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VOL 19 PAGE 4960
w KATHLEEN H. WALSH
REGISTER OF DEEDS
ST
CROIX CO.s. MI
" RECEIVED FOR xECORD
/2005 IED ED TI SURRVEY MVEY MM
CERTIFIED JRVE AP CERTIFF
CERAP
LOCATED IN PART OF THE SE1/4 OF THE SW1/4, THE NE1/4 OF THE SW1/4, REP FEE: 13.00
COPY FEE : 3.00
THE NW1/4 OF THE SW1/4 AND THE SW1/4 OF THE SWl/4 OF SECTION 22, PAGES: 2
T29N, R 19W, TOWN OF HUDSON, ST. CROIX COUNTY, WISCONSIN. ALSO
BEING LOT 14, OF THE COUNTY PLAT OF HUDSON ESTATES.
U_ < SURVEYOR: PREPARED FOR:
Z m DOUGLAS J. ZAHLER MIKE GERMAIN
Z D S & N LAND SURVEYING, INC. GRAND PROPERTIES LLC
2920 ENLOE STREET 712 RIVARD STREET NORTH 1/4 CDR.
LU HUDSON, WI 54016 SOMERSET, WI. SEC. 22
0 U"
LU C'?
a
Q F N W Each Parcel shown on this map is subject to State,
0 ¢O Z F- County and Township laws, rules and regulations (i.e.,
Z g g wetlands, minimum lot size, access to parcel, etc.)
w U o / Before purchasing or developing any parcel contact the
St. Croix County Zoning Office and the Town of Hudson
for advice. I
OF W/SO.
'~Na ?PO th
LOT 15 y DOUGLAS J.
ZAHLER * I'
`C F~ * 5-2143
HUDSON
LQT 1~Oh~apo N89°37'56"E ( LOT 16
ry0 ryS,O^, FR. P~ 148.31'
AT BM TOFF
Q LOT 21 LP.=924.0
3.T2 ACRES S~9O LOT 17 OI
S s S ~(161,908 SQ. FT.)........ L.B.O. 921.5
~FF
(/f U 7 7 d'a / li
S85^39'44"E340.93' m
3 l I m
/ % • , .,?q. cc - .CE-SS°EASEIiifEtJT' Fn' : 'fP ~,'FV' LOT 18 i
BE • . °39'44"E 364.43 ~Ij, G+ ~•iu r
ea TEMPORARY
CUL-DE-SAC N89030'53"E 336.94' Ib
y
EASEMENT, TO BE ..9.....- •ytt`.q C"•`~„ IW i
~..I q
L2 <
EXTINGUISHED UPON q¢p gN ~;~rGYeyii ~I ICSjiN
ROAD EXTENSION `f
t( l!t C9 :2 'N 3~/ i~ o
w~ LOT 20 LOT 22 m i~
N LOT 19 Q
g 5.79 ACRES L9 0 L.B.O. 918.8 5.63 ACRES ~'z y
\ m A; B'S SQ. FT.) (245,385 SQ. FT.) , .
® m L.B.O. 916.0 BM TOP OF
® W q~_' ® LP.=910.7 I~
ce 5.00 ACRES L35 ® ® i.~j- "
(218,045 80. FT.) v o S89044'41"W 649.90' ~d
° Ca UNPLATTED LANDS I
L.B.O. 916.0 d
FT"' t'y't pF~ratA-~S ~y~ T I yy,..y
L41 322.24' >&58.80'L44
e
S89044'41"W 681.04'
-HUDSON ESTATES LEGEND
LOT 4 LOT 3
\ FOUND ALUMINUM COUNTY SECTION
CORNER MONUMENT .
FOUND 2" OUTSIDE DIAMETER IRON PIPE
FOUND 1" OUTSIDE DIAMETER IRON PIPE SOUTH 1/4 COR. •
Q SET 1" OUTSIDE DIAMETER BY 18' LONG IRON SEC. 22
PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT (FOUND PKNAIL)
• • • • • • • • • 50' ROADWAY SETBACK
PROPOSED DRIVEWAY '
SCALE: 1'- 200' ® SOIL BORING DRAFTED BY: WES ANDERSON
PROJECT# 5071-05 DATE: 10/11/04 quo
0 100 200 SHEET 1 OF 2 SHEETS REVISED: 1/21/05
Vol 19 Page 4960