HomeMy WebLinkAbout026-1304-03-000 (2)
1359
IATION
Wisconsin Department of Com r INN - REPORT page t of 3
Division of Safety and Building I - in accordant with Comm ~rrf ode County Tom Schmitt
`f My
Attach complete site plan on paper not less than Oi x 11 i has in I Platt~must St. Croix
include, but not limited to: vertical and horizontal referen int (B ilrecti6n And f I.D. percent slope, scale or dimemsions, north arrow, and I on an~dlstknce
to nearest road. Parcel L~ V'7
Please print all infonnati n. i ZONING ZONING OFIVi,( Reviewed By Date
Personal information you provide may be used for secondary purposes mracy z H16 )
Property Owner Property Location '00, 1
Grand Properties, LP Govt. Lot swig swig/ 7 T 30 N R 18 W
Property Owners Mailing Address Lot # Block # Subd. Name or CSM#
712 Rivard Streeet, Suite 300 3 Hayden's Rolling Acres
City State Zip Code Phone Number City J Village 16 Town Nearest Road
Somerset WI 54025 715-247-5900 Richmond 160Th Ave.
;W New Construction Use: 0 Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
I 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 0.7 gpd/sq ft rating. Possible system elevation for Area 1 is
high trench 92.80', low trench 91.20'. Slope -is-73%- I
Boring # Boring
Pit Ground Surface elev. 98.65 ft. Depth to limiting factor 120+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence I Boundary Roots GPD/f'
*Eff#1 -Eff#2
1 0-8 1Oyr3/3 none sl 2fsbk mvfr as 2vf .6 1.0
2 8-21 1Oyr4/4 none sl 2msbk mvfr 9w 1vf .6 1.0
3 21-33 1Oyr4/6 none Is 1csbk mvfr a - .7 1.6
4 33-92 1Oyr5/6 none cos Osg ml a - .7 1.6
5 92-120 10yr6/4 none s Osg ml - .7 1.6
n
QZ' -A
Boring # Lj Boring
16 Pit Ground Surface elec. 98.65 ft. Depth to limiting factor 121+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
•Eff#1 -Eff#2
1 0-9 1Oyr3/3 none sl 2fsbk mvfr as 2vf .6 1.0
2 9-17 7.5yr4/4 none sl 2msbk mfr 9w 1vf .6 1.0
3 17-35 1Oyr4/6 none Is Osg ml cw - .7 1.6
4 35-58 2.5y5/3 c2d 5.5 /8/6 sil 3msbk mfr cw 6 8
5 58-95 1Oyr4/4 none cos Osg ml a .7 1.6
6 95-121 1Oyr6/4 r 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 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
a Boring # J Boring
f Pit Ground Surface elev. 94.95 ft. Depth to limiting factor 120+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 'Eff#2
1 0-8 1Oyr3/3 none sl 2fsbk mvfr as 2vf .6 1.0
2 8-20 7.5yr4/6 none Is 1csbk mvfr 9w 1vf .7 1.6
3 20-34 1 Oyr5/6 none Is 1 csbk mvfr 9w - .7 1.6
4 34-56 2.5y5/3 m2d 10yr6/6 1 /2 sil 3msbk mfr cw - 6 8
5 56-93 1Oyr5/4 none cos Osg ml a - .7 1.6
6 93-120 1Oyr6/4 none s Osg ml .7 1.6
F 4] Boring # Boring
6,1 Pit Ground Surface elev. 95.65 ft. Depth to limiting factor 118+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD *Eff#1 'Eff#2
1 0-10 1Oyr3/3 none sl 2fsbk mvfr as 2vf .6 1.0
2 10-18 1Oyr3/4 none sl 2msbk mfr 9w 1vf .6 1.0
3 18-40 1Oyr4/6 none Is 1csbk mvfr ew - .7 1.6
4 40-62 2.5y5/3 c2d 7.5yr6/8 sil 3msbk mfr cs - .6 .8
7.5 r6/3
5 62-93 1Oyr5/4 none cos Osg ml cs .7 1.6
6 93-118 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 GPD/fF
*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.
Page3 of 3
" Conducted by: Conducted For: Ref. No.. 13s-f
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, WI. 54025
New Richmond, WI. 54017
Phone: 715-247-2941 Subd.Name: Hayden's Rolling Acres
Lot No..
Legal Description: S+,J 1/451-,/1/4 S7 T30N R18W
® Backhoe Pit Township of Richmond, St. Croix County
A Bench Mark El. 100.00' Top of a? ~r PyL //;OOZ-:
_
A Alternate Bench Mark EL 9s -2o Top of )WC Z ° `
Slope =_Z,?% Contour Line El. W19-
Contour Line Length
Scale V = 40'
4t- LivdF
'91 1/7
.
a
-
/ 5412e
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.
J n e
HA YDE'N' S ROLLING ACRES
(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 Ricnmond, St Croix County, W,,_sfn.
Wst t14 co"or
tion 7-.70-18
- (F vnd 1" iron Pipe) \ \ \ i
/ z \ \ \ 60' 7rA4P0RARr CUL-DE-SAC
/ o
I UNPLATTED LANDS \ EASEMENT (70 BE RE
/ c9 - _ - _ . _ UPON EX7FNS/0N OF NE E ROAD)
NV, North Line o/ the SW/SW emw%oj,C 1
v~476 9)21 'z \1 np ,~•r.1•'F 9875
' - _ - ' e. - _ N Bfl43'72 E _1576.3H
-ol
/nB.OB 2)1.07' S \ JBB.B3' S1e.b5'
rF ~ 9.35.8 9654/ H
as rf / / '4 >2 _I ~1 1 \I - I 13
_ ^ g p wE,dT To
:p, 0 J.5 acres - -
1.S e I -26 acres
IC 8 ruaasi~ / `G& LBO- 9.300
1.5 acres s l 14,238 s . fi.
vB F.
5 ncr s 65,303 sq lt. 1 v 9
S 65, 1. L.BO.= 9 E I "1-rP \ h /
m 597 sq. fi c 65,456 q.
sq. /t.'4' InmyC x )'o'W ~ ~ ulaq'vF 1 \ _
K7 6` r iir'leF W I 974.6
i C
z A..... '1~ 36107
~ a ~ NB0'JYSB'E ' ~ 3 1
RO' TEMPORARY CUL-OE SACp L H.0 9(30.0-' d 4 q p Nee'S1'1B'E 635.)7
III i-(-~\ ~EA SEMENT(TO RE REMO KO G 65,575 Sq, ft. if rl Y \
2 L a UPON Ey7ENS/ON OF THE ROAO) acres ~ (F
. 2A¢,71 _ 2~t.2J_ Je 7e R 1 LBO= 9)0.0
3BTt9'JS'C btB:, A'(.! ^ A-1~M 6~0201sq: ft. 141
2/~
J 2.9 gcres
119.P5'M„~rye. L5~ 0.S"F ll
V 99
N9]'15'JvW 81).17 Se6 1 of1 116,5 Sq. ft.
L 9>
-.1JI.JB'~ TSB 9_5=."' , Nger)@Br 9 GB'- N \1547 \ 967.4 I
O n• I g ~ n y / ' [T._ •T'~I ~ ~ NBB'S1'1e' S4J.9)' I 7
u J.5 or....
r, a- i 6 •.,d 3" ~o , # 12
r' 66,569 sq. ft. 0 65,723 s4 lt. _ s 17 5es 23 acres $ 10
n LB.O.= 945.5 rie•'r 2:2 acres „ 101,539 sq. ft. ° o
5 V. I J+
C.B.O.- 945. ZE
71920 sq. ft. j o
u m rub V pE 96, 417 sq.
V / 951.1 56.9 N 9577 957.0 95)1 ~ \ 4 \ n
't10.04' I .OV R10.04' 1. ,6 '.NBB'S1'28'E .25 ar
F $89'05'52"W 630.12' SBSVTOJ•E W'W'e Je3)! \ \
LOT ? LOT .i LOT 4 1 ...'JOr>~F seer 3
CERTIFIED SURVEY MAP 4. R - ~ 2J G-s
a
3 8 D . I. 701.124 sq. 7t.
1/OL 15 PG 4745 I R I; .
2.acres
1.8.0.- 9455
h- I 99,362 sq. ft.
t•3 I ^°r"t SBj'41'II'E %I.B
9B0Y6'13'f - •V• / I 161,15'
z
g n
i 2 -
o o /5 na - I 2.1 ores
- 21 acres 95,514 sq. ft. h
ITt m 89,404 Q. ft.l ' l
m / W Ji
I Ti w I 979.)
N / A 662'Jeyv E 964.1
' rt I 386'16'29'E 1 .r ~ /
1 Rt I lj 471.3' 2 n SOe.11'
21 acres 27 acres
92,950 sq. ft. / 118,995 sq.. ft m R
AO
- _ U N 6971788' t 1028.3.3'
1_ 7- _ - _ - - _ S
LNB9'05'52"E- _
I
A50771AVC-NUE-. _ - =
_ .N89'OS'S2T'E .11' 589'05'52"W 1027_21'
630 j
/ South 1/4 C 18
~ Section 7-JO-18
South Line of the SW/SW 5 2699.77' NORTHERLY LLM/75 OF 80' WOE (F -,d Atuminum
5'nv(hwest Corner EASEMENT TO DAIRYLANO POWR County Monument)
Section 7-JO-19 COOPERA 7112' IN DOC1597994
(Found Aluminum UNPLA TTED LAND'S WL 1404 PG287
county MnnomentJ 1' 6 UNPLATTED LANDS
CURVE TABLE
VICINITY MAP LEGEND: CURVE RADIUS DELTA ARC CHORD CHORD BEARING TANGENT BEARINGS
CI 233.00 17'16 70.27• MOD' S09'7'W NS3'E N1 l'E
$E1.. 7, T. 30 N., R.18 W. C2 16700 36'36'36 '36' 106.71' 10409.90 .90' N00'50S0'3'37'W N1717.27'27'41'E N19*08'OB'5 'S5'W
TOWN OF RICHMOND, ST. CROIX COUNTY, Wt $ Section Comer Monument of Record C3 233.00 37.28'47' 152.42' 149.71' S85.11'39.5•E S76.03'57'W N66.27'16'W
NOT TO SCALE o Found 1" Iron Pipe C4. 167,00 20.48'19' 60.64' 60.31' N76'51'25.5'W N66027'16'W 487415'35'W
O Set T-1 /4" x 16° Iron Reber C5 233400 20.48419' 84AV 84.14• N76.51'25.5'W SI IS'33'E S66.27'16'E
g 4.303 lbs. per line,, toot) LOT 10 233.00 20.06'21 81476' 81134' N77'12'24.5'V S87'IS'35'E S67.09'14'E
(Weighing Setback Line L0T 11 233.00 0'41'58' 2.84' LAC N66.48'15'W S67.09'14'E 566.27'16'E
C6 167,00 37.2BF470 109.29' 107130' SS5'II'39.5'E S66.27.16'E N76.03'57•E
r - (100' from Right of woy or os noted) C7 233A0 15.11'24' 61.77' 61.59' SO1'4811'W N05.47'31'W N09.23'53'E
Approximots Driveway Location CB 167.00 7'34'35' 22.08' 22.07' N05'36'35.5'E N09'23'53'E NOI.49'I8'E
u Denotes Dralnoge Easement Line C9 233.00 8'27'17' 39.38' 34.35' NOS'10'14.5'E N00'36'E S09'23'53'W
N W N E x CIO 167.00 28'32'48' 83,21' B2.3S' S04.52'31'E S09.23'53'W 519'DB'55'E
Denales Ellisting Fencellne C11 233.00 36'36'36' 148.88' 146.36' N00.50'37'W S19'08'55'E S17'27'41'W
L.B.O. Minimum Elevalion of Laweet Building Opening C12 167.00 17.16'48' 50.37' SD.I B' SOB'49'17'W S17.27'41'V S00.10'53'W
I -I- - H.W.E. 100-1e1 High Water Elevation
Denotes Drainage Eaesment6
SE Aef
854.1 Benchmark -Top of Iron ftebar or Pipe
NOTES:
4 12' Utility Easement along roadways ELEVATIONS ARE USGS NAYD 1988 BASED ON GPS OBSERVATIONS.
I6ORI AVENUE BEARINGS ARE REFERENCED TO THE NORTH/SOUTH 1/4 LINE
ALL OTHER LOT CORNERS MARRED WITH A I" OF SECTION 34, WHICH IS ASSUMED TO BEAR Se9'J7'11•W.
x 18" IRON PIPE (WEIGHING 1.13 LBS. PER
BEARINGS ARE REFERE:NCF.O TO THE WEST IINC OF LINEAR FOOT) UNLESS OTHERWISE SHOWN. THE PARCELS SHOWN ON THIS MAP ARE SUBJECT TO STATE, COUNTY AND JOB N Vd0575044A
THE SW 1/4 OF SECTION 7, T.1014, R18W, WHICH IS TOWNSHIP LAWS, RULES AND REGULATIONS (LE. WETLANDS, MINIMUM LOT SIRE, Prepared b
ACCESS TO PARCEL, ETC.). BEFORE PURCHASING AM DEVELOPING ANY PARCEL. by.
ASSUMED TO BEAR NUO'I O'S}'E. CONTACT THE ST. CROIx COUNTY ZONING OFFICE AND THE APPROPRIATE TOM ~7-,~~
BOARD FOR ADVICE Consul0'n9 Cwap, Inc,
NO OWNER OR RESIDENT SHALL DO AN 'No WHICH
OR CHANGE THE OPERATION OF THE APPROVED COMPR ENSIVE WATER DRAINAGE PhOneo
NNo. (715) 246-6]19
AND SOIL EROSION PLAN FOR THIS PLAT. THIS INCLUDE BUT IS NOT LIMITED TO . -3830
BUIU)ING UPON, OBSTRUCTING, ALTERING, FILLING, E%CA TIN~ OR PLANTING IN Fox ( 715) 246-3830
AN DRAINAGE EASEMENTS, WATER DRAINAGE DITCHES, ATENRUNWA`.TWATER P.O. Box 325
CULVERTS, BERMS OR GRASS SEEOINCS. y1•-, New Richmond, W1 54017
0 SHEET 1 OF 2 SHEETS
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