HomeMy WebLinkAbout026-1304-05-000 (2)
1361
• Wisconsin Department of Commerce R PORT page 1 of 4
Division of Safety and Buildings in accord 1 Tom Schmitt
s wit
Attach complete site plan n less than 8/ x 11 cinches is Adm. Cod
County include, but not limited to: J nd horizontal referenc point (n . PIn4nd I.D.
percent slope, scale or dimensions, north arrow, and I on and distance to nearest c Parcel oed
Please print all infonnati G ' NINGOFFICE Reviewed 8y. Date
Personal information you provide may be used for secondary pu ' m . G~ti'Y 3
Property Owner Property Location
Grand Properties, LP Govt. Lot SW 1/4 SW 1/4 S 7 T 30 NR 18 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
712 Rivard Streeet, Suite 300 5 Hayden's Rolling Acres
City State Zip Code Phone Number Village Town Nearest Road
Somerset WI 54025 715-247-5900 160Th Ave.
0 New Construction Use: ~ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
J Replacement Public or commercial - Describe:
Parent material Outwash Flood plain elevation, if applicable na
General comments
and recommendations: Area is suitable for a conventional system with a 0.7 gpd/sgft rating. Possible system elevation for Area 1 is -
92.70'. She is 1 ~o % 13/ ~j 2 L~✓
8 3
Boring # Boring
Pit Ground Surface elev. 88.79 ft. Depth to limiting factor 46 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E ; PD/ft;Eff#2
1 0-11 1Oyr3/3 none sl 2fsbk mvfr as 2vf .6 1.0
2 11-17 1Oyr4/4 none sl Zfsbk mfr 9W 1vf .6 1.0
3 17-25 7.56/4/4 none s Osg ml 9W .7 1.6
4 25-46 1Oyr5/6 none cos Osg ml cw .7 1.6
5 46-82 1 Oyr4/6 m ~d5 'S /1 /8 Ivfs 1 csbk mvfr cw .4 .6
6 82-98 1Oyr5/4 none cos Osg ml cs - .7 1.6
7 98-118 1Oyr6/4 none s Osg ml - 7 1.6
M Boring # Boring
Pit Ground Surface elev. 91.20 ft. Depth to limiting factor 21 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E ; PD/ft;E
1 0-9 1Oyr3/3 none sl 2fsbk mfr as 2vf .6 1.0
2 9-21 1Oyr4/6 none Is 1csbk mvfr 9W 1vf .7 1.6
3 21-33 1Oyr4/6 c2d 7.56/6/6 7.5 /2 sl 2fsbk mfr 9W - .6 1.0
4 33-58 1 Oyr5/3 " 7dg 'S 12 ,g sil 2msbk mfr cW .6 .8
5 58-86 106/5/4 1 none yu As ex ml cs 7 1.6
6 86-110 1Oyr6/4 none s Osg ml - - .7 1.6
* Effluent #1 = BOD 5> 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 227429
Address Tom Schmitt Date Evaluation Conducted Telephone Number
1595 72nd St., New Richmond, Wl 54017 6/25/05 715-247-2941
Property Owner Gland Properties, LP Parcel ID # Page 2 of 4
3] Boring # -1 Boring
4M Pit Ground Surface elev. 94 ft. Depth to limiting factor 38 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
1 0-17 10yr3/3 none sl 2fsbk mfr 9w 2TVf. 1.0
2 17-38 10yr4/6 none $l 2fsbk mfr 9w 11.0
3 38-48 10yr4/4 c2d 7.5yr6/6 sl 1 msbk mvfr cw 1.0
7.5yr6/3
4 48-56 10yr5/3 m2d 7.5y/r26/8 sil 3msbk mfr cw - 6 8
5 56-84 7.5yr4/6 c2d 7.5yy~6/6 Is 1 csbk mvfr - .7 1.6
t~ Boring # Boring
01 pk Ground Surface elev. 99.15 ft. Depth to limiting factor 120+ in. Soil Application Rate
izon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff
*Eff#1 *Eff#2
1 0-13 10yr3/3 none I 2csbk mfr as 2vf .6 .8
2 13-21 10yr5/3 none I 2msbk mfr 9w 1vf .6 .8
3 21-33 1Oyr4/4 none sl 2msbk mfr 9w 1vf .6 1.0
4 33-42 10yr5/6 none scl 2msbk mfr 9w - .4 .6
5 42-65 7.5yr4/4 none sl 2csbk mfr gd - .6 1.0
6 65-120 10yr6/4 none s Osg ml - - .7 1.6
[ 1-7 T-T
5 Boring # J Boring
Pit Ground Surface elev. 98.50 ft. Depth to limiting factor 125+ in. Soil Application Rate
onzon I Depth Dominant Color Redox Descrption Texture Structure Consistence Boundary Roots GPDffi!
*Eff#l *Eff#2
1 0-12 10yr3/4 none I 2csbk mfr as 2vf .6 .8
2 12-26 10yr4/4 none scl 2msbk mfr 9w 1vf .4 .6
3 26-54 10yr5/6 none fs 2msbk F-
5 cw .5 1.0
4 54-74 10yr4/4 none Ivfs 2msbk cw .4 .6
74-125 10yr6/4 none s 2csbk ml - - .7 1.6
54-74 has iron accumulations and streaks of 7.5yr6/6 sand. Doesn't appear to be redox features.
' Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 S_30 mg/- and TSS < 30 mg/-
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.
Pro Owner Grand Properties, LP Parcel ID # Page 3 of 4
S oring # -f Boring
Pit Ground Surface elev. 98.90 ft. Depth to limiting factor 120+ in. Soil Application Rate
on I Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
'Eff#1 *Eff#2
1 0-10 1Oyr3/3 none sl 2csbk mfr as 2vf .6 1.0
2 10-18 1Oyr4/4 none sl 2msbk mfr 9`N 1vf .6 1.0
3 18-60 1Oyr4/6 none sl 2msbk mfr cw .6 1.0
4 60-120 1Oyr6/4 none s Osg ml - .7 1.6
7 Boring # ..j Boring
Pit Ground Surface elev. 98.70 ft. Depth to limiting factor 118+ in. Soil Application Rate
SI-WoKzon I Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
1 0-9 1Oyr3/3 none I 2msbk mfr as 2vf .6 .8
2 9-17 1Oyr4/3 none I 2msbk mfr 9w 1vf .6 .8
3 17-28 10yr4/4 none sl 2csbk mvfr 9w .6 1.0
4 28-59 1 Oyr4/6 none Is 1 csbk mvfr 9w .7 1.6
5 59-81 1Oyr5/4 none cos Osg ml cs - .7 1.6
6 81-118 1Oyr6/4 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
*Eff#1 'Eff#2
* Effluent #1 = BOD ? 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.
• Page 5/of
Conducted by: Conducted For: Ref. No. 1361
Schmitt Soil Testing Inc. Name: Grand Properties, LP.
Thomas I Schmitt, CST 227429 Address: 712 Rivard St. Suite100
1595 72nd St. City, State, Zip: Somerset, Wl. 54025
New Richmond, Wl. 54017
Phone: 715-2 7-2941 Subd.Name: Hayden's Rolling Acres
Lot No.. 5-
o J` Legal Description: 5~2_114 S'J 1/4 S7 T30N RI 8W
® Backhoe Pit Township of Richmond, St. Croix County Q~a.~1 QoG
A Bench Mark El. 100.00' Top of / " 51e / C,alld,411~-
Q Alternate Bench Mark El. %5y' Top of ?
Slope= R. Contour Line El. 1¢ \O 0~
Contour Line Length--
Scale 1" = 40' ` ~a \
69.
~7 \ \
OY
VI"N
This soil report was done to fulfill a zoning requirement. The road and permanent lot markers were not in at the
time the test was conducted. The area in which the test was done may or may not be suitable for your use.
.Ink-
HA YDEN' S ROLLING ACRES
(A COUNTY PLAT)
Located in part of the Southwest 114 of the Southwest 114, and port of the Southeast 114 of the Southwest
114 of Section 7, Township 30 North, Range 18 West, Town of Ricomond, St Croix County, W cousin.
w.ar 114 Camar
S- 1., 7-30-18
(Found 1" /on Pipe) \ \
\ \ \ 80' TEMPORARY CUL-DE-SAC
EASEMENT (TO BE REMOVED
UNPLATTE_D_L_AN_D_S_ 1 UPON EXTENSION OF THE ROAD)
987.5
North Lme o! the SW/SW -I, •C 1
918.1 7 9476 9121 1 1 n~ae'~T.rt - - -
N 89:43'22 eE. --L676 2H
. - . sxe.e6•
%46.00' 231.0 4 J 9.e :963.4 ' u • \ /
W7o5asire \ T a 915.8 '
12 I . \I I xl
9 Nro " HWE.G7.0 :p 1.5 acres ; I 0 I I 26 acres
C 9 W. r / L80- 9JB.0
> ry 1.5 ogres 1 9or \ ry l rl4,2J8 sq. ft.
R%7
1..5 acres 3 LBO.- 910.0 y6 w r 65,301 sq. ft.
° 6,5, 591 5 . ft r
q, o 65,456 q, ft.=-Jm< x 7 s ~'r? ~ ~ vsr 74.6 10 ]8x07'
I BO' TEMPORARY CM-DE SAC C B.O.= 9(id. 0" }rte K n n N56'St' S'E 555.]]'
n , 1-.•\ ~£ASEMENT (TO RE REMOVED 65,576 /q f(b 8"ra (t
UPON EXIENS/D4 IV THE ROAD 1„5 acres
\
21tiI _ 2T.x]__ _ ~tB.J6• _ 8 C1 B 8w . - g,00
b7020 I
/sq. /f. I° ~I
i ---._`ak_ I sa716']s'E 91e.21 I• I o
-7 162ND AVENUE' cs gfy'44r
29 cres ~
I 126,599 s .
NB7n5']5•W _ 61].xY a ~e~ q ft
.2I9.A57 C4 rr 9)9 \ Z
2],.]6•-. • . x 1154Y 9674 I ~
~~L~~ I 15895 ~ Nbe7j e) clr ~1~ In
m W aSAl
_ • X96'51'25' 54].97' I ~
7 A 6........ I N 95 Rp 5 o_ ID
rT 15 acres
r 5 15
1.5 are
66,559 12
sq. ft. r 65,723 sq. 1t. acres \4 ~ 40 y,. a 2.3 acres d
I a` L.B.O.= 9455 rb. r7?E -2:2 -es w lot, 519 sq. /t. o~
rn S 72,920 sq. ft LB.O.= 9155 Yj ou\ F
7:5 sq.;ft. 64. ^
7590 96,4
.951.17 956.9 937 957, 0 953. 1 Y pyw' \ o
21 .01' 10.04' 210.04' 84.62' \ :N6B'61'2B'E n 471.42'
/ $x9'05'52"W 630.12' s6snYO] •E 4j"ed `t
\ rw• w tnsas• ~ 's
~ for ? I car I car 4 ) ] ' 4: 5 , \ ~ ~
sU:Mb~~4-
2,3 acres a",
Cf.R7/FIFO SUR </EY MAP g
3 D II ti r I ~l 101,124 sq. tL y~
O-L_ 15 PG :1 45 2.J acres
L.B.O.- 9455
_ 99,362 sq. ft. I' I ts4'
~ 968.2 %+l
seAyl'H'E 961.8
y` 1 966Re'25'E 11' / I 451.15'
490.67
Z
I 1 0& 2 - I 2'
acres
? a
't 21 acres 95,514 sq. ft.
m u 89,404 sq. It al l
3J'
l y w m 979.1 / ,W
^e 55Y35'Sp 64.
N I I / A / E
141 seez9'25'e 44641' x95.47'
I
1VIC 1 181
2.1 acres 2.7 oc
__.......92950 sq. ft. r I • l 11Q 996 sq .fit _ ......i e
I` I 1r- I~ ro I ~\b p
40
~ ~ 171 - w ° N e9ro7oe' E ro2e33' - - - - \ 1
I a MI -T==
-
\ - - - _ _ N89 '05'52"E-
- _ - 7~ ' z I.+ - \ - '1042.44'_ - -
160TH_AVEN_U_E- - - = - - Sa9.05'52"W 1027_21'
X89'0552°E -6,30.11'- -South 1/4 Com-
\ Section 7-JO-18
South Line of the SW/SW S 9'05'52"W 2699.77' NORTHERLY LIMITS OF BO' WIDE (Found A/um/num
EASEMENT TO DAIRYCAND POWER County Monument)
,Southwest Comer COOPERATIVE IN 0 0 009 79 9 4
Section 7-JO-IF UNPLATTED LANDS KX 1404 PG287
(rd-dAluminrm
County Monument) 4 UNPLA TM9 LANDS
T ?
CURVE TABLE
VICINITY MAP LEGEND: CURVE RADIUS DELTA ARC CHORD CHORD BEARING TANGENT BEARINGS
CI 233.00 17.16'43' 70.277 70.00' SOS'507'W N00''E N1 08'51'E
SEC. 7, T. 30 N., R.18 W. C2 167.00 36'36'36' 1 106.71.71' ' 10404.90 .90' N00'S0'3'37'W N17.2T4127'41'E N19*08'S5'W
TOWN OF RICHMOND, ST. CROIX COUNTY, W1 lj~ Section Comer Monument of Record C3 233.00 37.28'47• 152.42' 14911' S85'I1'39.5'E S76-03'57'W N66'27'16'W
NOT 10 SCALE O Fountl i" Iron Pipa C4. 167.00 20'48'19' 60.64' 6031' N76'51'25.5-W N66'27'16'W 1487'15'35'W
M Sat 1-1/4" z 1B" Iron Rebar C5 233.00 20.48.19' 84.61' 8434' N76.51'25.5'W S87.15'35'E %V27'l6'E
II (weighing 4.301 111.. par linear loot) LOT 10 233.00 20.06'21' 01.76' 81.34' N77.12'24.5'V S67.15'35'E S67'09.14'E
LOT 11 233400 0941'58' 2484' 2.84' N66'48'15'W S67.09'14'E S66-27'16'E
Building Setback Line C6 167DO 37'28147' 10924' 107,30' S85'11'39.5'E S66927'16'E N76.03'37'E
- -0 (100' from Right of way or ae noted) C7 233A0 15'11'24' 61.77' 5115W SO1448111'W N05-47'31•W N09'23'53•E
1R. Approximate Driveway Location LB 167.00 7'34'35' 22.08' 22.07' 11 5T* 6'35.5'E N09'23'53'E N01'49'18'E r
] N00•S6'36'E S09.23'53'V
m C9 233.00 8'27'17' 34.38' 34.35' N05 S
Oenotea Drainage Eaaemant Line C10 167.00 28.32'48' 83.21' 82.33 S04.52l'E S09'23'S3'W SI9'08'S5'E
N W N E z Oenotee Ezbting Fencelina CIl 233A0 3636'36' 148.88' I46.36' NO0'S0'37'V SlOB'5B-E S17'27'41'W
L.8.0. Mhen- Elevation of Lawe9t Building Opening C12 167.00 17'16'4B' 50.37' 50.18' SOB'49'17'V S17'27'41'V SOO'10'53'W
I- '-I- - ~ H.W.E. 100-Year Hlgh Water Elevation
Denolee Drainage Ease-nix
SE
854.2 Benchmark -Top et Iron Rabar or Pipe NOTES.
- 12' 111111, Eaaemant along roadways ELEVATIONS ARE USGS NAVD 1985 BASED ON GPS DSSERVATIONS.
160TH AVENUE ALL OTHER LOT CORNERS MARKED WITH A 1" BEARINGS ARE REFERENCED TO THE NORTH/SCUM 1/4 UNE
OF SECTION 34, WHICH IS ASSUMED TO BEAR S99-37'14'W.
v IS" IRON PIPE (WEIGHING 1.13 LBS. PER THE PARCELS SHOWN ON THIS MAP ARE SUBJECT TO STATE, COUNTY AND
BEARINGS AIRE REFERENCED TO THE WEST LINE OF LINEAR FOOT) UNLESS OTHERWISE SHOWN. TOWNSHIP LAWS, RULES AND REGULATIONS (I.E. WETLANDS, MINIMUM LOT SIZE, JOE) WI0575D44A
III 1'I1E SW 1/4 OF SECTION 7, T30N, R18W, WHICH IS ACCESS TO PARCEL. ETC.). BEFORE PURCHASING OR DEVELOPING ANY PARCEL, Prepared by
ASSUMED TO DEAR NUO10'53"C. CONIACT THE ST. CROx COUNTY ZONING OFFICE AND THE APPROPRIATE TOWN
BOARD FOR AD CE. consult7Ry G1p(/p, IRC.
NO OWNER aR RESIDENT SHALL DO ANYTHING WHICH
OR (:RANGE THE OPERATION OF THE APPROVED CaMPR ENAVE WAVER DRAINAGE PhODe NoNo. (715) 246-4319
AND SOIL EROSION PLAN FOR THIS PLAT. THIS INCLUD BUT IS NOT LIMITED TO .
BUIU)ING UPON, OBSTRUCTING, ALTERING, FlLLING, FICA TN~CyR PLANTING IN Faz (715) 246-3830
ANY DRAINAGE EASEMENTS, WATER DRAINAGE DITCHES, Al O.NWA WATER P.O. Box 325
CULVERTS, BERMS OR GRASS SEEDINGS. III •0 N- RiCh TOnd, 1N 54017
SHEET 1 OF 2 SHEETS
X l: 4
Z o
< e
CD