HomeMy WebLinkAbout026-1304-17-000 (2)
1373
• $OI ION REPORT Page I of 3
Wisconsin DepartmentofCo rce S-i.Ck01XC()t"-f`;
Division of Safety and Buildings ZON*F.,3" with C' m 85, wills' a Tom Schmitt
County
Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference pant (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I. D. ~Z(o - l30 - /-)-dd 6
Please print all information. Reviewed By Dat
Personal infomkatbri you provide may be used for secondary purposes (Privacy law, s.15.04 (1) (m)).
Property Owner Property Location
Grand Properties, LP Govt. Lot SE 19 SW 1/4 S 7 T 30 N R 18 W
Property Owners Mailing Address Lot # Block # Subd. Name or CSM#
712 Rivard Streeet, Suite 300 17 Hayden's Rolling Acres
City State Zip Code Phone Number City I Village Id Town Nearest Road
Somerset WI 54025 715-247-5900 Richmond 160Th Ave.
10 New Construction Use: M Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
_I Replacement s] 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/sq ft rating. Possible system elevation for Area 1 is
94.0'. Slope is 3%.
Boring # I Boring
f/ Pit Ground Surface elev. 100.2 ft. Depth to limiting factor 115+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
'Eff#1 'Eff#2
1 0-11 1Oyr3/3 none I 2fsbk mfr as 2vf .6 .8
2 11-23 1Oyr4/4 none sl 2msbk mfr 9W 1vF .6 1.0
3 23-42 1Oyr4/6 none sl 2msbk mfr gW - .6 1.0
4 42-50 1Oyr4/4 none sl 2fsbk mfr 9W - .6 1.0
5 50-79 1Oyr5/4 none cos Osg ml cs .7 1.6
6 79-115 1Oyr5/6 none s Osg ml - .7 1.6
a Boring # :j Boring
Id Pit Ground Surface elev. 99.80 ft. Depth to limiting factor 115+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
'Eff#1 'Eff#2
1 0-12 1Oyr3/3 none I 2fsbk mfr as 2vf .6 .8
2 12-18 7.5yr4/4 none sl 2msbk mfr 9W 1vf .6 1.0
3 18-38 7.5yr4/6 none scl 2msbk mfr 9W .4 .6
4 38-58 1Oyr4/6 027 7.5 /6 sil 2msbk mfr 9W .6 .8
5 58-105 1 Oyr5/6 N r/ none cos Deg ml a 7 1.6
6 105-115 1Oyr6/4 none s Osg ml - - .7 l1.6
' Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS <-,V mg/L
CST Name (Please Print) Signature: .'j CST Number
Thomas J. Schmitt 227429
Address Tom Schmitt Date Evaluation Conducted Telephone Number
1595 72nd St., New Richmond, WI 54017 620/05 715-247-2941
Property owner Grand Properties, LP Parcel ID # Page 2 of 3
a Boring # J Boring
1d Pit Ground Surface elev. 98.85 ft. Depth to limiting factor 36 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
1 0-12 1Oyr312 none sl 2msbk mfr as 2vf .6 1.0
2 12-19 1Oyr4/4 none sl 2fsbk mfr 9w 1vf .6 1.0
3 19-36 7.5yr4/6 none sl 2fsbk mfr 9w .6 1.0
m2d 10yr6/6
4 36-72 7.5yr4l4 1 /1 $l 2msbk mfr gw 6 1.0
5 -91 1Oyr5/4 none cos Osg ml cs - .7 1.6
6 91-110 1Oyr5/6 none s Osg ml - - .7 1.6
4] Boring # Boring
Pit Ground Surface elev. 99.6 ft. Depth to limiting factor 115+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
*Eff#1 *Eff#2
1 0-10 1Oyr3/2 none sl 2fsbk mvfr as 2vf .6 1.0
2 10-16 1Oyr4/3 none sl 2fsbk mfr 9w - .6 1.0
3 16-34 1Oyr4/4 none sl 2fsbk mfr 9w .6 1.0
4 34-54 1 Oyr5/8 m2d 7.5yr6/6 sil 2fsbk mfr cs .6 .8
7.5 /1
5 54-75 1Oyr5/4 none cos Osg ml cs .7 1.6
6 75-115 1Oyr5/6 none s Osg ml - - .7 1.6
5 ] Boring # Boring
1 Pit Ground Surface elev. 100.80 ft. Depth to limiting factor 110+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
*Eff#1 *Eff#2
1 0-12 1Oyr3/2 none sl 2fsbk mvfr as 2vf .6 1.0
2 12-24 1Oyr4/4 none sl 2msbk mfr 9w 1vf .6 1.0
3 24-38 1Oyr4/6 none sl 2fsbk mfr 9w .6 1.0
4 38-56 1 Oyr5/8 m2d 7.5yr6/6 sil 2msbk mfr cw .6 .8
7.5 /1
5 56-76 1Oyr5/4 none cos Osg ml cs - .7 1.6
6 76-110 1Oyr5/6 none s Osg ml - - .7 1.6
i
* 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 altemate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
PageJof 3
Conducted by: Conducted For: Ref. No. 13 73
Schmitt Soil Testing Inc. Name: Grand Properties, LP.
Thomas I Schmitt, CST 227429 Address: 712 Rivard St. Suite 100
1595 72nd St. City, State, Zip: Somerset, Wl. 54025
New Richmond, Wl. 54017
Phone: 715-247-294 _ Subd.Name: Hayden's Rolling Acres
Lot No..
;2.2 ✓
Legal Description: .~~1/4S~ 1/4 S7 T30N R18W
I® Backhoe Pit ~JTownshiof Richmond, St. Croix County
® Bench Mark El. 100.00' Top of a? "Al/c / _
_
Q Alternate Bench Mark El./"77, Yo Top of Its
Slope=__LPO Contour Line El. 1IW
Contour Line Length
Sc V = 40'
r ~
Yom' ~
%7
B~ y
Z
Bs
S~
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.
HA YDE'N' S ROLLING ACRE'S
(A COUNTY PLAT)
Located in port of the Southwest 114 of the Southwest 114, and port of the Southeast 114 of the Southwest
114 of Section 7, Township JO North, Range 16 West, Town of Ricnmond, St Croix County, Wisconsin.
--Weo v4 Comer \ \ \
(FUUnO 1" Iron Pipe) \ \ I
\ \ \ 80' TEMPORARY CM-OE-SAC
\ \ EASEMENT (TO BE REMOVED
/ I UNPLATTED [ANDS \ UPON EXTENSION OF THE ROAD)
tjJO -North Line of the SW SW Weexr}~I 1
875
918,1 ( 9978 911.1 1 1 njoer`'vva
I _ ~ _ _ - •rvk'L _ _ N 88:43'72 E 1676.18 - - -
'Jn8.00' 331.0)' xre ]88,81 528.8]' t~
vy \ ,
i Wwn9osa \ 9158 965.4
N n sn',rrnrn r I ~ ~ 12 1 ",4 I I b _
W£.~9 0 1.5 acres
w I I I 26 acres
IC B M-2 LB.
e O.= 1 'S X, R !
r
1.5 noes rv J'S oc "'4 c 14+s°•" 65, JOJ sq. 9J0.0 P14,238 sq. /t.
s s
655.97 s ft L.BO.910.0 s2P )195N 4i,} 'i"f- II^^7
h q' 0 55,456 sq. ft. 3k:, < H . _ r
z
.
r g !b > sy re ' t I 9746
( 85 ; R NBT50'E ]BI OI
lO I ro 15 goes 0
NB0'S1'xB'E 555.11'
90' TEMPORARY CUR-DE-SAC L 8 oft
Ih: - \ EASEMENT (TO BE R.-MOPED 65 576 76 q. O6 1/ g
Z L~ UPON EXTENSION OF THE R040) I 8 5 oCreS i \
-~-_344,Za _ ]e
e _)e'
t.. -T'ls'are 3aI.zJ_ _ _ _ _ 8 8 67,.029 j§q, ft. I , ' I 14)
I S) 618.31
cress N~
"7 ~R- J62N0 AYEA rs P9i " r "14
NB)'15'J5'W \ I R 125 ft.
U L
X ssa.]e' •YA cc °28Ai 967.4 IU
7rre;'
Z I I rm H •~2T__~C(jj„'~i H98'SI'28'E SIJ.9]'
O
W
i° 1.5 acrFS B 5 c 9~~ 2^ 15 o la
66,569 sq It. 65,723 sqs !t. ; 7 7 acres e - ~Q _ G; 4Dc ';6 T 2 J acres g ° p
ro r N L.6.0.- 945,6 sev. 2:2ocres ~j \ N 107,539 sq. R. y~ p
w 72,920 sq. ft LB.O.= 9453 Y\ S o \ F
96,411 sq. ft.
43 U TB4 96!
IIJJ nV i 45I.~ 56.9 N 9577 9570 9311 N \ gt \
!1 OV 10.04' 210.0491,83' ,S '.NB9'Bt 2e'E " 1)1.{3' G
3,81' U
X89.0` 52"W 630.12' 99-r -E nprn' a ass J' \
" LOT 2 LOT J LOT 4 I s''1°.We" au 5
a C R7/FIED SUR BEY MAP _ 4'~ - 2J res
30 101,124 sq ft.
a 1/OL_ 15 PG 4745 1 2.3 cres q T I
L.B.O.= 9455
l' +ae
- v,- 99,362 sq It.
I 968.1 ul
uJ I sel]sf}+•F 987.8
z S86Re'25'E ^ •U• / 151.15'
480.6]
cres
ri a 2 n JI 22 77
2.1 acres 95,514 sq. ft.
T rn ri f 89,404 sq. ft.
I ,1 u I 979.1 ~ p
m ?
ser3e'
N U 588'28'2S'E / A It 39 E 64.1
Ca b 441.43' f f". '.,08.41'
C 1 k 18
2 1
IIU $l 7 ares
I I ~ „ acres 2
l
I< I I n 92950 sq. ft ...178996 sq-R.,.,_.,.._
Ir I I ; ,o ~ ~ N ~ Its ~
pr1 ' _ - - _ - - - •W ° B esnroa' E raze JJ' -7 _ _ _ _ _ _ \ ~1
L_N89'05'52"E- -
160_7N_ _AVE-N_UE- - - - - - _ _ \ _
~~1I}///1N89'05~52"E 630.11'_ _ - soutn 1p coma J~
S89'05'52"W 1027_21' _ _ 5-M., 7-JO-1B
South Line o/ the 3W/5'W S 9'05'52"W 2699.77' NORTHERLY LIMITS OF 80' 890E (F -d Aluminum
'nvlhlvest Crxnnr - EASEMENT TO OA/RIIANO PORER County Monumen()
-JO-IB COOPERA 77W IN 0001597994
.Sec(FOtlnn nJ n ]30 m UNPLA TIED LANDS HOE 1404 PG287
y ) T UNPLATTED LANDS
Count Monument VVV 2 A TTED L
CURVE TABLE
VICINITY MAP LEGEND: CURVE RADIUS DELTA ARC CHORD CHORD BEARING TANGENT BEARINGS
Cl 233.00 17'16'48' 7027' 70.00' SOO SOB'49'17'W N00'10'53'E N17.27'41'E
SFC. 7, T. 30 N., 12.18 W. C2 167.00 36.36'36' 106.71' 104.90' N00'50'37'W N17.27'41'E N19'08'55'W
TOWN OF RICHMOND, ST. CROIX COUNTY, WI ~ Section Comer Monument of Record C3 233.00 37'28'47' 15242' 149.71' S85'11'39.5'E S76'03'57'V N66.27'16'W
NOT TO SCALE o Found 1" Ire, Pipe C4 . 167.00 20'48'19' 60.64' 1 N76'51'25.5'W N66.27'16•W N87.15'35'W
O Set 1-1/4' z 18° Iron Rebar C5 233.00 20.48'19' 84.61' 84.14' N76'51'25.5'W SB7'15'35'E S66.27116'E
(weighing 4.303 lbs. per linear foot) LOT 10 23300 20.06'21' 81476' 81.34' N77.12'24,5'W S87'15'35'E S67'09'14'E
Banding Setback Line LOT It 233.00 0.41'58' 2.84' 2.84' N66.48'15'W S67'09'14'E S66.27'16'E
C6 167.00 37.28147' 10924' 107.30' S85.11'39.5'E S66.27'16'E N76'03'57'E
T - (100' from Right a( W9y or as noted) C7 233.00 15'11'24' 61.77' 61,59' S01 48'11'W NOS-47'31'W N09'23'S3'E
ApprosInnate 0,1, ray Location Ce 167.00 7'34'35' 22.08 22.07 N05' 3635.5E N09'23'53'E NOl'49'18'E
C9
Onnotes Oralna Easement Line 233.00 8'27'17' 34.38' 34.35' NOS'10'14S'E NOO-56.36-E 509'23'S3'W
N W, N E z ge CIO 16].00 28'32'48' 83.21' 82.35 S04.52'31'E S09.23'S3'V S79.OB'S5'E
B u
Denotes Ezisling 1-11r. C11 233.00 1136.36'36' 148.88' 146.36' N10'50'37'W Sl9'OB'S5'E S17.27'41'W
L.B.O. Minimum EIeVatlon of Lowest 8ullding Opening C12 ]67.00 17'16'4-' 50.37' 50.18' SOB'49'17'V S17.27'41'W S00'IO'S3'V
I' 'I - - H.W.E. 100-Year High Water Elevotlon
Denotes Drainage Easements
I 5E
I~ 851.2 Benchmark - Top of Iron Rebor ar Pipe NOTES.
Utility Easement along roadways ELEVAT)N3 ARE USGS NA. 1988 BASED ON CPS OBSERVAIION6.
I60OI AVENUE II ALL OTHER LOT CORNERS MARRED WITH A I" BEARINGS ARE REFERENCED TO THE NORTH/SOUTH 1/4 LINE
OF SECTION 34, WHICH IS ASSUMED TO BEAR S89'37'leW.
z to" IRON PIPE (WEIGHING 1.11 LBS. PER
BEARINGS AIRE REFERENCED TO THE WEST UNC OF LINEAR FOOT) UNLESS OTHERWISE SHOWN. THE PARCELS SHOWN ON TIIIS MAP ARE(, SUBJECT TO STATE, COUNTY AND Ups ~ WI0575D44A
114F SW 1/4 OF SFCTION 7, T30N, R18W, WHICH IS AGGESSSNIP TO LAWS, RULES AND REWLAIDN.E. WETLANDS. MINIMUM LOT SIZE, Prepared D
ASSUMED TO BEAR NU0'10'53•E. ACCE PARCEL, ETC.). BEFORE PURCHHASING OR DEVELOPING ANY PARCEL, by.
CONTACT THE ST. CROI% COUNTY ZONING OFFICE AND THE APPROPRIATE TOM
BOARD FOR ADVICE. COOSu1IMy Grasp, IBC.
NO OWNER OR RESIDENT SHALL 00 ANYTHING WHICH
OR (:RANGE THE OPERATION OF THE APPROVED COMPRE 7ATZ DRAINDTAGE Ph One No. (715) 246-4319
AN0 SOIL EROSION PLAN FOR THIS PLAT. THIS INCLUDE ITEO F.R No. (715 246-3830
BU1UING UPON, OBSIRUCTI NC. ALTERING, FlLLING. EXCA ING IN )
ANY DRAINAGE EASEMENTS, WATER DRAINAGE OITCHES ATER P.O. HO% 325
CULVERTS, BERMS OR GRASS SEEDINGS. T Neal RiChTOnd, WI 54017
SHEET 1 OF 2 SHEETS
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