HomeMy WebLinkAbout026-1304-14-000
r;IvED
1370
Wisconsin Department of Commerc7( T r, S► EPORT page 1 of 3
Division of Safety and Buildings / Tom Schmitt
accordance wit Comm 85, Wis. bode
~ . ,COt1~i County
Attach complete site plan on pa ~1 inches n size. Plan must St. Croix
include, but not limited t BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
Please print all information. R ewed B G D5'
ate
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
2 3 s
Property Owner Property Location
Grand Properties, LP Govt. Lot SE 19 SW 1/4 S 7 T 30 NR 18 W
Property Owner's Mailing Address Lot # FBlock # Subd. Name or CSM#
712 Rivard Streeet, Suite 300 14 Hayden's Rolling Acres
City State Zip Code Phone Number J City _j Village rr" Town Nearest Road
Somerset WI 54025 715-247-5900 Richmond 160Th Ave.
f New Construction Use: 0 Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
J Replacement J 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 0.4 gpd/sq ft rating. Possible system elevation for Area 1 is
94.0'. Slope is 7%.~~
Boring # J Boring
Pit Ground Surface elev. 97.46 ft. Depth to limiting factor 100+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
'Eff#1 'Eff#2
1 0-11 1Oyr3/3 none I 2fsbk mvfr as 2vf .6 .8
2 11-23 1Oyr4/4 none scl 2msbk mfr 9W 1vf .4 .6
3 23-65 1 Oyr4/6 none fs Osg ml gvv - .5 1.0
4 65-84 1 Oyr5/4 none Ifs 1 csbk mvfr 9W - .4 .6
5 84-100 1 Oyr5/6 none grffs 1 csbk mvfr - .5 1.0
a Boring # J Boring
fl' Pit Ground Surface elev. 96.54 ft. Depth to limiting factor 64 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
'Eff#1 'Eff#2
1 0-14 1Oyr3/3 none I 2fsbk mvfr as 2vf .6 .8
2 14-26 1Oyr3/4 none sil 3fsbk mfr 9W 1vf .6 .8
3 26-43 7.5yr4/6 none Ifs 1csbk mvfr 9W - .5 1.0
4 43 4 7.5yr5/4 none gdcos Osg ml as .7 1.6
5 64+ 1Oyr6/8 none fractured bedrock
* Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS <30 mg/L
CST Name (Please Print) Signature: /41/--- CST Number
Thomas J. Schmitt 227429
Address Tom Schmitt Date Evaluation Conducted Telephone Number
1595 72nd St., New Richmond, WI 54017 6/22/05 715-247-2941
Property Owner Grand Properties, LP Parcel ID # Page 2 of 3
3 ] F Boring # Boring
Y' Pit Ground Surface elev. 94.56 ft. Depth to limiting factor 72 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
1 0-14 10yr3/3 none I 2fsbk mvfr 9w 2vf .6 .8
2 14-32 10yr4/6 none sil 3msbk mfr 9w 1vf .6 .8
3 32-44 10yr4/4 none Is Osg ml 9w .7 1.6
4 44-72 7.5yr4/4 none vgdfs 1 csbk mvfr 9w .5 1.0
5 72-84 10yr5/4 none xgrcos Osg ml .7 1.6
4 ] Boring # I Boring
F
Pit Ground Surface elev. 91.46 ft. Depth to limiting factor 96+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM *Eff#1 *Eff#2
1 0-17 10yr3/4 none I 2fsbk mvfr 9w 2vf .6 .8
2 17-27 10yr4/3 none I 2msbk mfr 9w 1vf .6 .8
3 27-34 10yr4/4 none sl 3msbk mfr 9w - .6 1.0
4 34-39 7.5yr4/6 none sl 2csbk mfr 9w - .6 1.0
5 39-96 10yr5/6 none Ifs 1csbk mfr - .5 1.0
Fs-I *1 Boring # Boring
Pit Ground Surface elev. 95.33 ft. Depth to limiting factor 93 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*001 *Eff#2
1 0-14 1Oyr3/3 none I 2fsbk mfr cw 2vf .6 .8
2 14-21 10yr4/4 none sil 3msbk mfr 9w 1vf .6 .8
3 21-44 10yr4/6 none fs Osg ml 9w - .5 1.0
4 44-58 1 Oyr5/4 none grifs 1 csbk mvfr cs - .5 1.0
5 58-93 10yr6/4 none ft Osg ml cs - .5 1.0
6 93+ 10yr6/8 none fractured bedrock - - - - -
PAP 3
* Effluent #1 = BOD 5> 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.
Page 3 of 3
&nducted by: Conducted For: Ref. No. Po
• 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: 715-247-2941 l Subd.Name: Hayden's Rolling Acres
Lot No..
1/451/4 S7 T30N R18W
7 l roS- Legal Description:
® Backhoe Pit Township of Richmond, St. Croix County
® Bench Mark El. 100.00' Top of "111~eC
A Alternate Bench Mark El. fTop of -2
Contour Line El. /1/
Slope=_2,9
Contour Line Length /Y,o
Scale F = 40'
r r
o~
AS ll j
i
i
• e
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 30 North, Range 18 West, Town of Ricnmand, St Croix County, Wisconsin.
W 9t l/4 Co-or
-1 V A
lion .3670-/B \
(F .-d iron Pipe) \ \
\ \ \
BO' TEMPORARY CUL-OE-SAC
/ J Lrp UNPLATTED LANDS \ \ EASEMENT (TO BE REMOMEO
P IY' North Line Sw/SW ,v rAw e \ \ 1 UPON EXTENSION OF THE ROAD)
of the
- 930.1 ~_.rn 97.6 932, t 1 \ '~a'.`'rat 987.3
- - - ' - - N 88'43'22 E. x.676.28
moe]
/ 206.08' zJLW' NMS " 5x8.85
e'.rs~ \ ~ 9330 :9654 f N ~ /
nro: r Ie/ c a 121 1 p
C E,~
g r 8 a3w { 9/7B'0 1.5 acres 2
> 1.5 acres 2Y \ I44rB+ & t'840- 9300 ) ss' r 6 acre, N
5
S .oes ' [ u 65,303 sq. /t. H n p14,238 sq. ff. F
z n 6.5,5910 L.B.o... 930.0
s
1 q. ft 065456 sq. ft"'~ rnss w' @ r]s,:spur \ _
6 5`3 p G f >rreY 74.6
Rl O.. 1.,......... I o...... 1.5. gCreS l1~ N0B'J75e•E ]62 a7' '
O " BO' TEMPORARY CUL-OE-SAC' L B.O: ,966.."1". I a -
rvee'St'xe'EI .3Y
yZ RR
p; / -4- \ EASEMENT (TO RE REMOVED F 65,575 sq. 11. ENTENS/ON OF INE ROAD 1.5 oCres R (y \
Je, L. B.O- 930,0
i+• senr]3•E _Q. 8 g 67020 Lsq. ft.
f6E/Y0 4V aB a -
2.9
~ ~__NBJ'IS']5"W ,,,.xT• 4 ~B ; ~ ~ J 1zs,5.g~ Bq,eras ft. I
. 319 P5 p>} \
~f-'~ 150.95' w Na ci IT~AY \ } 967.1 I~
~ ~ n~ a7j:°;' ~5 I n
7 11
7 6 g. ej~s s o ~O
ppk \ \
1.5 acre., 5
r, : 1.5 acres l`
661569 sq. IL R ' 1.7 acres : 4 & ° I 2.3 acres d p
65,72J sq. ft.
c n L.B. D.a 9455 ro' Si c 22 odes \ o 101,539 sq. ft. w ° ~ln
9455
u 72_920 sq. ft, 4 a LB 96, 4 I J O. ft Yj of \
G 15aO sq. ft. v n 9645 F
v id :951.1 95629577 9370 9531 0
10.a{' 210.04' 84.63' ,6 :NeB'51'20'E 171.42' (A
a{ 4x3.02' \ \ ~ U
n i $89'05'52"W 630.12' \ se3'w'a]'E eawlu•w I ~ u
LOT 2 I LOT 3 LOT 4 1 svua~r~ Jee: 5
CR TIFIED SURVEY MAP 23res
I o g I; " I 101,124 sq. ft.
VOL 15 PG 4145 2.J
LB.O. 945.5 /
F I 99,362 sq ft. I 1.54•
9661
y z I I se~yl'I I•E 961.8
~ 586'46'x0•! u J1' / {01.,5'
O 1 $ ? n I 2.2 acres
Rl ri - 2,1 acres h 95,514 sq. ft.
G' 89,404 sq' ft. w~ R
I ~i Li ~ 979. J ~
W A / SB2'3e'39E 9641
~ ~ 5e6re'25"E 4{i.{J' 'C n
miv 1 eb/ R.` NI
o IBC m 2.1 acres 2.7 acres
92,950 sq. ft I • 1/B, 996 9q. ft. m R
r,
I~
\ _ - - - _ _ '-i-' ~urn•]a•r - -1Gra6 - - e To A - - - - - - - - 14 LN89'05'52"E- -
1042.
1 % \
_ --1607NAVENUE-
589'05'52"W 1027.21'
_ N89'OS'52"E 630.11
[ine - oI Sa th l/4 Comer j -
\ ,auto he sw/5w S 9'05'52"W 2699.77 Sect/ 7-JO-le
m NORTHER[ r LIM175 OF 80' WOE (F ne Alumrnvm
ulhrves( Corner EASEMENT TO DA/RIZANO POWER County MonumanlJ
.Section 7-JO-IB 101111A TIME 11 000,4597994
UNPLATFfD LANDS
(Found A/uminvm _ _ t9t 1604 PG187
caanryMOm,manrJ I p /r'I 6 _,~j UNPLATTED LANDS
CURVE TABLE
VICINITY MAP LEGEND: CURVE RADIUS DELTA ARC CHORD CHORD BEARING TANGENT BEARINGS
Cl 23100 17016 70.27' 70.00' 1 SOB•4717'W N00'27'41'E 1417-2T41'
E
SEC. 7, T. 30 N., R.18 W. C2 167400 36'36636 '36' 106.71' 10409.90 .90' Ni Nl7'27'41'E N19*08'OB'5 '95'W
TOWN OF RICHMOND, ST. CROIX COUNTY, W1 $ Sacu- Comer Monument of Record C3 23300 37.28'47' 152.42' 149.71' S85'll'39.5'E S76'03'57'W Ni
NOT TO SCALE o Feand I" Iron Pipe C4 . 167400 20.48'19' 60.64' 60.31' N76'51'25.5'W N66.27'16'W N87.15'35'W
0• Set 1-1/4" x 18" Iron Reber C5 23100 20'48419' 84161' 64.14' N76'51'25.54W S87.15'35'E S66'27.16'E
(weighing 4.303 Ibe. per linear foot) LDT 10 233.00 20.06'21' 81476' 81.34' N77'12'24.5'W S87.15'35'E S67.09'14'E
Building Setback Lina LOT 11 23300 0'41'58' 2.84' 2.84' N66'48'15'W S67'09'14'E S66'27'16'E
C6 167100 37'28'47' 109.24' 10730' S85.11'39.5'E S66.27'16'E N76'03'57'E
( r (100' from Right of way or as noted) 233.00 15'11'24' 6177' 61.59' S01.4B'll'W N05'41'31'W N09.23'53'E
Approximate Oriveway Location jC7 167.00 7.34'35' 22.08' 22.07' N05'36'35.5'E N09.23'53'E NIV49'18'E
Drainage Easement line 34.38' 34.35' N05.10'14.5'E N00.56'36'E S09'23'53'W
N W N E 8321' 82.35' SO4.52'31'E S09'23'53'W S19.08'55'E
OoExisting Fenceline 233.00 36.36'36' 148.88' 14636' N00'50'37'V S1908'55E S17'27'41'W
L.B.O. Minimum Elevotlon of t Building Opning 167A0 17'16'48' 50.37' SO.1B' S08'49'17'W 317'27'41'4 S00'10'53'V
-I - -IYi H.W.E. 100-Year High Water Elevotlon
Denotes Drainage Easements
SE
854.1 Benchmark - Top of Iron Reber or Pipe
NOTES:
11 ) 12' Utility Easement along roadways ELEVATIONS ARE USGS NAW 1988 BASED ON WS OBSERVATIONS,
i,-•- 160711 IAVENUE =-a6 ALL OTHER LOT CORNERS MARKED WITH A 1" BEARINGS ARE REFERENCED TO TIE NORTH/SOUTH/4 UNE
OF SECTION 34, WHICH IS ASSUMED TO BEAR S89.37'11'W.
% 1B" IRON PIPE (WEIGHING 113 LOS. PER
BEARINGS ARE REFFHEACED TO THE WEST LINE OF LINEAR FOOT) UNLESS OTHERWISE SHOWN. THE PARCELS SHOWN ON THIS MAP ARE SUBJECT TO STATE, COUNTY AND JOB # W1057SD44A
THE SW 1/4 OF SECTION 7, T30N, R18W, WEIICH IS TOWNSHIP LAWS, RULES AND REGULATIONS (I.E. WETLANDS, MINIMUM LOT SIZE, Prepared by.
ASSUMED TO BEAR NUO'10'5}"[, ACCESS TO PARCEL. ETC.). BEFORE PURCHASING OR DEVELOPING ANY PARCEL.
CONTACT THE St. CROT COUNTY TONING OFFICE AND THE APPROPRIATE TOM
BOARD FOR ADMCE. JW OWI9U18`12g Group, Inc. -
NO OWNER OR RESIDENT SHALL 00 AN'rtHINC WHICH
OR CHANGE THE OPERATION OF TIE APPROVED CGMPRE rA WATER DRAINAGE Phone No. (715) 246-4319
AND SOIL EROSION PUN FOR TITS PLAT. THIS INCLUDE NOT LIMI_ TO Faz No.
BVIUIINC UPON, OBSTRUCTING, ALTERING, FILLING N EXCA R PUNTING IN (715) 246-3830
ANY DRAINAGE EASEMENTS, WATER DRAINAGE DITCHES. UNWAI' WATER P.O. Bo% 325
CULVERTS, BERMS OR GRASS SEEDINGS. L~'1 •y-. New RIChmond, W1 54017
SHEET 1 OF 2 SHEETS
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