HomeMy WebLinkAbout026-1304-08-000 (4)
A
Wisconsin Department of Commerce !~o (J11~. JE~ALUATION REPORT Page 1 1367
of 3
Division of Safety and Buildings k'jJ i ` Tom Schmitt
~~0~r an ith Comm 85, Wis. Adm. Code
ZONING OFFICE County
Attach complete sit as
in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I. D. 9
Please print all information,
Reviewed By Date ~
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
Grand Properties, LP Govt. Lot SW 1/4 SW 1/4 S 7 T 30 N R 18 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
712 Rivard Streeet, Suite 300 8 Hayden's Rolling Acres
City State Zip Code Phone Number J City Village A Town Nearest Road
Somerset WI 54025 715-247-5900 Richmond 160Th Ave.
0 New Construction Use: IM Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
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 98.0', low trench 96.5'. Slope is 12%.
Boring # J Boring
tl Pit Ground Surface elev. 102.65 ft. Depth to limiting factor 100+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
'Eff#1 *Eff#2
1 0-8 10yr3/4 none sl 2msbk mfr as 1vf .6 1.0
2 8-17 1Oyr4/4 none sl 2msbk mfr 9w 2vf .6 1.0
3 17-52 1Oyr5/4 none cos Osg ml cs - .7 1.6
4 52-100 1Oyr6/4 none s Osg ml .7 1.6
Boring # Boring
1+ Pit Ground Surface elev. 103.30 ft. Depth to limiting factor 105+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
'Eff#1 'Eff#2
1 0-10 1Oyr3/3 none I 2msbk mfr as 2vf .6 .8
2 10-24 10yr4/4 none sl 2msbk mfr 9w 1vf .6 1.0
3 10yr4/6 c2d 5.5 /6 sil 2msbk mfr di .6 .8
4 44-76 X67" 1Oyr5/4 none cos Osg ml cs .7 1.6
5 76-105 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 <30 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 7/17105 715-247-2941
Properly Owner Grand Properties, LP Parcel ID # Page 2 of 3
3 ] Boring # Boring
ii Pit Ground Surface elev. 99.45 ft. Depth to limiting factor 101+ in. Soil Application Rate
F
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 'Eff#2
1 0-9 1Oyr3/4 none sil 2fsbk mfr as 2vf .6 .8
2 9-24 1Oyr5/3 none sl 2msbk mfr 9w 1vf .6 1.0
3 24-43 1 Oyr4/6 c2d 7.5yr6/8 sil 2msbk mfr 9w .6 .8
7.5yr6/2
4 43-78 1Oyr5/4 none cos Osg ml cs .7 1.6
5 78-101 1Oyr5/6 none s osg ml .7 1.6
43"-78", 1" bands of 7.5yr4/4Is 1csbk mvfr
4] Boring # j Boring
y' Pit Ground Surface elev. 99.35 ft. Depth to limiting factor 104+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
1 0-10 1Oyr3/3 none sl 2fsbk mfr as 2vf .6 1.0
2 10-19 1Oyr5/3 none sl 2msbk mfr 9w 1m,1vf .6 1.0
3 19-40 1Oyr4/6 none Is Osg ml 9w .7 1.6
4 40-51 1Oyr5/4 none cos Osg ml cs - 7 1.6
5 51-104 1Oyr6/4 none s Osg ml - .7 1.6
F-s I Boring # Boring
1K Pit Ground Surface elev. 102.25 ft. Depth to limiting factor 100+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
1 0-10 1Oyr3/3 none I 2msbk mfr as 2vf .6 .8
2 10-20 1Oyr4/4 none sl 2fsbk mfr 9w 1vf .6 1.0
3 20-36 10 r4/6 c2d 7.5yr6/8 sil 2msbk mfr di 1vf .6 .8
Y 7.5yr6/1
4 36-58 1Oyr5/4 none cos Osg ml cs .7 1.6
5 58-100 1Oyr6/4 none s Osg ml - .7 1.6
' Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <_30 mg/L and TSS <30 mg/L
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Page .3 of 3
Conducted by: Conducted For: Ref. No.:3j d 7
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, WI. 54017
Phone: 715-24. Subd.Name: Hayden's Rolling Acres
Lot No..
Legal Description: 11450 1/4 S7 T30N R18W
Backlioe Pit Township of Richmond, St. Croix County
Bench Mark EL 100.00' Top of o2,1)v /,,®c
Q Alternate Bench Mark El. /W WTop of ' 46
Slope= 6?,% Contour Line El.
Contour Litre Length_
Scale 1" = 40'
~ r
4 ?S
\ 3s,
5
36
de Vic.
This soil report was done to fulfill a zoning requirement. The road and anent lot markers were not in at the
time the test was conducted. The area in which the test was done m y or may not be suitable for your use.
HA YDETN'
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 16 West, Town o/ Ricnmood, St Croix County, Wisconsin,
- fYnar 114 Carney \ \ \
Ser. f/on J-JO-IB \
(r nd J" iron Pipaf \ \ \
\ \ 80' TEMPORARY CUL-DE-SAC
/ J tW„ o UNPLATTED LANDS \ 1 EASEMENT (TD BE REMOITO
Nu North Line e( the SW/SW 1 ` UPON EXTENSION OF THE ROAD) 875
9JB.I /9476 - 9J21 nr4va'o \ I 1 ~ma`x+'b _ - N da:43'72 E _1676.38. _
zne.oa' 231.07' \ 9J5B 3aB.e3' ' n sxb.es
9654
Wmeti is I / I ~1`"
g Wm sa"T` H.7vag ..0 acres I -I I j 26 yes
B 1.5 acres srv !a'0~''~~ / / I p 65,J03 sq. !t
s.r p74,2J6 5q. /t. F
1..5 acres E . \ R// I
55,5.9 sq, ft LBO.- A:, 71ss'a3 4}} rys ~'jptteY IIA z e 65,456 sq. /t H
. ^ > vet - r 74
s
r a I 3 F Ib d. 1~ NBB'JT5B'E -p ' 1 I
O er I . ^.e 1_5 acres .7
y I.
80' TEMPORARY CUL-DE-SAC L BO= 9176.0" k a yp^ NBe'3,'xe'EI 555.SJ'
EASEMENT (TO RE REMOVED IS 65 576 sq. ft. ln+ k ?I 8 IX \
UPON EXTENSION OF THE ROAD / 8 a 1, 5 t7Cree I ry
Z ~4€Zd _ fj L.B.O.= 9J0.6 f.
L'I 59T'p'JS'f 2JL23~ _ ISeJe' _ H $ 67,020 Isq. ft.
',P_ I' ate.z, I' .IOU I 14J
2.9
C gores
a' 11-31-W W-' A c, sea a I 126,599 sq. /t. 12
V L
• I
159.95: Nbe Ie,ej, 1T5.4Y 9674 1
A `~I I I 3a ~77•IaW ~ ~ 15~ST.w l ~a
V N __Z,J.__ , N9B'51'29'E W.97' ~
1 R N.....__... I ~O
e - /I/
cn n 7 HS .9f O.5 R \ 3 I\ VI 15
la 15 acres ; 5
a sq. 1.5 acres v 2.3 acres ° O
r 66',.56., fL 65,723 s9. 11. 1.7 oc es \ 1 0 J
N P rv L. B.O.- 945.5 +eb jj E -2:2 ores 101, 5J9 s
I W q. !1. ~
g 72,920 sq, ft. m L.B.c.= 945.5
~i 6`3 6M y5o# 96, 41J sq. `:11. n 964.5
ii - 951.2 956.9 957 9570 959.! x- \ P$, o
210.04' 91.67 :N9911'29•E 471.42'
/ 429.92' \ q N
n I $89'05'52 10 °W .04 630.17 \ sesoT'mt mnarw I w
LOT _2 LOT J LOT 4 1 ,a=-' Je52 „ 5 '
CERTIFIED SURVEY MAP 4"SL - 2,3 ~ yes
a
y____________ B J,~
3 I D 107, 724 s /t.
: I VOL 75 PG 4745 8 I; ~ q'
2J acres
L.B.O.-
99,362 soq9455
. / • ~ I 1.34
. ft
968.1 nl
"N / b9~yl'1,'E 961.8
~ ~ I I Sea'1a'29'E
496.67
0 - F
°I I I °a w - ~ n
<N a a 2 2.2 acres
2.1 arses 95,514 sq. /t.
m l I u 59,404 sq. ft.
Zl m I I m S.r
I ry w 979.J
nl N W SO- W23'E / / 987,69'99 E 647
Ql l~ VV1.1J' zi
309.41'
I>I~ 2.! acres ~l 181
r~I I I 1 2.7 acres
< . 92,950 sq, ft l • l 7/8996 sq lf....-......_ . o A
p i-1- - _ _ _ _ _ _ _ o N esDroe' t lose_u' _ _ - - - - \ 1
-4:_-__ --zo. _ --1042.44'___
---------VENUE- - - - - =
N89'OS'S2"E 630.11'_ _ a 589.05'52"W 1027_21
South 114 Gays
Sect/on 7-JO-18
um,
Saufh Line of the SW/SW 5 9'0552"W 2699.77' NORTHERLY LAOIS OF BO' HIM' (F nd Al-hum,
5bvth WesEACEMENT TO TO O POWER Cwnfy Monument)
,Section 7-JO-l8 COOPCRA7/K IN N DO 000J4
(roans ,vamn,a,n UNPLATTE AND_S kOL 1484 4 P628 Pc1e7
County Mo-1) - Ca - - - - LANDS
ATTEO L
Te CURVE TABLE
VICINITY MAP LEGEND: CURVE RADIUS DELTA ARC CHORD CHORD BEARING TANGENT BEARINGS
Cl 233.00 17.16 70,27' 70.00' SOB-49'17'W N53'E N'E
SEC. 7, T.:SO N., R.18 W. C2 167.00 36.36'36 '36' 106.71' I04490' N00'50'3S0'37'W N1717-27'27'4I'E N19'089'OB' S5'V
TOWN OF RICHMOND, ST. CROIX COUNTY, W1 $ Section Comer Monument of Record C3 233.00 37.28'47' 152.42' 149.71' S85.11139.51E S76.03'37'W N66.27'16'W
NOT 1'0 SCALE C4 . 167,00 20'48'19' 6064' 60.31' N76'51'25.5'W N66.27'16'W N87.15'35-W
0 Found 1" Iron Pipe
p Set I-1/4" x 1B" Iron Reber CS 233.00 20.48'19' 84.61' 84.14' N76-51',15.5'W S87'I5'35'E S66'27'16'E
(weighing 4.303 lbs, per linear foot) LOT l0 233.00 20'06'21' 81476' 81134' N77.12'24.5-V S87.15'35'E S67.09'14'E
LOT 11 233.00 0'41'58' 2.B4' 2.84' N66'40'15'W S67.09'14'E S66'27'16'E
Building Setback Llne C6 167.00 37'2B'47- 109.24' 107.30' S85.11'39.5'E S66.2716'E N76003157'E
r- - (100' from Right of way w as noted) C7 233.00 15.11'24• 61.77' 61.59' SOl'40'11'W N05.47'31'W N09'23'53'E
Approximate Driveway L-tlon CB 167.00 7.34'35' 22.08' 22.07' NOS•36'35.5'E N09'23'53'E N01.49'I8'E
N Oenolee Orninoge Easement Line C9 233.00 (3'27'17' 34,38' 34,35' N05'10'14,51E N00'56'36'E 509.23.53'W '
N W N E Ilpll x CIO 167.00 28'32'48' 8321' 82.35' S04.52'31'E 509.23'S3'V S19'OB'55'E
Denotes Existing Fencallna C11 233.00 36.36'36' 148.88' 146.36' N0a•50'37'W S19-UB'55-E S17-27'41'W
L.B.O. Minimum Elevation of Lowest Bulldin 012 167,00 IJ'l6'48' 50.37' 50,10- SOB'99'17'W S17'27'41'W S00'10'$3'W
II i g 0paving
H.W.E. 100-Year Nigh Woler Elevation
Denotes Drainage Easemente
5 E IRBI
851.2 Benchmark - Tap of Iron Reber or Pipe
NOTES:
all ~~6 ' 4 12' Utility E..em ent along roadways ELEVATIONS ME USGS NAVD 19BB BASED ON WS OBSERVATIONS,
-k-~ 160TH-I•A\•ENUE ..J ALL OTHER LOT CORNERS MARKED WITH p 1" BEARINGS ARE REFERENCED TO THE NMM/SOUM 1/4 UNE
OF SECTION 34, WHICH IS ASSUMED TO BEAR S89.37'14'W.
x 18" IRON PIPE (WEIGHING 1.13 LBS. PER
BEARINGS ARE REFERENCED TO THE WEST TINE OF LINEAR FOOT) UNLESS OTHERWISE SHOWN. THE PARCELS SHOWN M THIS MAP ARE SUBJECT TO STATE, COUNTY AND JOB M W1057SD44A
THE SW 1/4 OF SECTION 7, T30N, R1BW, WHICH IS TOWNSHIP LAWS. RULES AND REGULATIONS (I.E. WETLANDS, MINIMUM LOT SIZE. Prepared by.
ACCESS TO PARCEL. ETC.). BEFORE PURCHASING OR DEVELOPING MY PMCEL.
ASSUMED TO BEAR NUO'10'53'E. CMIACT THE ST. CROIX COUNTY ZONING OFFICE 00 THE APPROPRIATE TOWN ~~~!~n
BOARD FOR ADNCE. NO Consul8ng 6-A Inc
NO OWNER OR REAGENT SHALL DO ANYTHING WHICH
OR CHAN E THE OPERATION OF THE APPROVED GOMPRE 7ATEWUNPW'AAF,`WAL TER DRAINAGE - Ph One No. (115) 246-4319
AMC SOIL EROSION PLAN FOR MIS PLAT. THIS INCLUDE T UNITED TO
Fox No. (715) 246-3830
alljUlING UPON, DESTRUCTING, ALTERING, FlILING, E%CA P.O. BO% 325
DITCHES.
ANY DRAINAGE EASEMENTS. WATER DRAINAGE CULVERTS, BERMS OR GRASS SEEDINGS. I Nj,•-r New
Richmond, W9 54017
SHEET 1 OF 2 SHEETS
0
2 q M
v
~I