HomeMy WebLinkAbout026-1304-04-000
1360
Wisconsin Department of Commerce EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings °10 Tom Schmitt
in accordance with Comm
>~k County
Attach complete site plan on paper not less than 8%x 11 ir hes in n St. Croix
include, but not limited to: vertical and horizontal reference int (BfJI), dl`rection and
percent slope, scale or dimemsions, north arrow, and locatio and distance to neearerst Ir" Parcel I.D.
Please print all information. -J! t_ c
NJ N Reviewed,By Date
Personal information you provide may be used for secondary purposes (Privacy s~(~ytrn . ;
-,'~"t. E L 7 7 CAS 1/2
Property Owner L ion
Grand Properties, LP Govt. Lot SW 1/4 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 4 Hayden's Rolling Acres
City State Zip Code Phone Number I City _j Village 16 Town Nearest Road
Somerset WI 54025 715-247-5900 Richmond 160Th Ave.
16 New Construction Use: 16 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 d/d/ sgft rating. Possible system elevation for Area 1 is
high trench 92.40', low rend an 91..20'. Slope -is TDO/b.
Boring # I Boring
✓_f Pit Ground Surface elev. 95.24 ft. Depth to limiting factor 117+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
*Eff#1 *Eff#2
1 0-10 1Oyr3/3 none sl 2fsbk mvfr as 2vf .6 1.0
2 10-24 1Oyr4/4 none sl 2msbk mfr 9w 1vf .6 1.0
3 24-39 7.5yr4/4 none sl 2msbk mfr 9w .6 1.0
4 39-63 7.5yr4/6 none sl 2csbk mfr cw - .6 1.0
5 63-75 1Oyr5/6 none cos Osg ml as .7 1.6
6 75-117 1Oyr6/4 none s Osg ml - .7 1.6
ul.
Boring # J Boring
J Pit Ground Surface elev. 95.95 ft. Depth to limiting factor 55 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
*Eff#1 *Eff#2
1 0-20 1Oyr3/3 none sl 2fsbk mvfr as 2vf .6 1.0
2 2041 1Oyr3/4 none Is 1csbk mvfr 9w 1vf .7 1.6
3 41-55 1Oyr4/6 none sl 2msbk mfr 9w - .6 1.0
4 55-86 1 Oyr4/4 m 2d5 .5 /2 /8 sil 2msbk mfr cw 6 8
5 86-100 1Oyr5/4 none s AA __Osg ml - .7 1.6
f acrZ l~t7e.r.`
Doesn't meet 7 rule
* Effluent #1 = BOD s' 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, WI 54017 6/22/05 715-247-2941
Property Owner Grand Properties, LP Parcel ID # Page 2 of 3
i
3 ] F Boring # jj1K Boring
P8 Ground Surface elev. - ~ ft. Depth to limiting factor 115+ in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots '
'Eff#1 'Eff#2
1 0-11 10yr3/3 none sl 2fsbk mfr as j 2vf .6 1.0
2 11-23 10yr3/4 none sl 2msbk mfr 9w lvf .7 1.6
3 23-56 10yr4/4 none Is 1csbk mvfr gw .6 1.0
4 56-75 10yr4/6 02~ 5'r6%6/6 sil 3msbk mfr cw - .6 .8
5 75-89 10yr5/4 none cos Osg ml cs 7 1.6
6 89-115 10yr6/4 none s Osg ml .7 1.6
I
F4 I c~
Boring # Boring
Pit Ground Surface elev. -98-75- ft. Depth to limiting factor 116+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary I Roots : GPD 'Eff#1 *Eff#2
1 0-14 10yr3/3 none sl 2fsbk mvfr as 2vf .6 1.0
2 14-27 10yr4/3 none sl 2msbk mfr gw .6 1.0
3 27-43 10yr414 none Is 1 msbk mfr gw .7 1.6
.8
4 43-63 10yr4/6 c2d 7.5yr6/8 7 5 r6/2 sil 3msbk mfr cva 6
I
5 63-84 10yr5/4 none cos Osg ml es .7 1.6
6 84-116 10yr6/4 none s Osg ml .7 1.6
-1 1 T
Boring
❑ Boring #
Pit Ground Surface elev. ft Depth to limiting factor G in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary I Roots
'Eff#1 'Eff#2
1 0-11 1Oyr32 none sl 2fsbk mvfr as 2vf .6 1.0
2 11-32 10yr4/3 none sl 2msbk mfr 9w 1vf .6 1.0
3 32-54 10yr4/6 c2f7.5yr6/8 7 5yr6/1 sil 3msbk mfr cvv 6 8
4 54-72 10yr5/6 none cos Osg ml cs .7 1.6
5 72-115 10yr6/4 none s Osg ml - .7 1.6
a
•
• Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 -i.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.? of 3
Conducted by: Conducted For: Ref. No. I-KO
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 Subd.Name: Hayden's Rolling Acres
0 - Lot No..
do ^a?~-~ Legal Description: fLJ 11450 1/4 S7 T30N RI 8W
® Backhoe Pit Township of Richmond, St. Croix County
♦ Bench Mark EL 100.00' Top of o~ 1416 /0/~E
Alternate Bench Mark El. ~r ,20'Top of
Slope=, Qqt Contour Line El.
Contour Line Length_2!t
Scale V = 40'
3`
eiv?
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 YDEN' S ROLLING ACRES
(A COUNTY PLAT)
Located in part of the Southwest 114 of the Southwest 114, and part of the Southeast 114 of the Southwest
114 of Section 7, Township 30 North, Range 18 West, Town of Ricnmond, St Croix County, Wisconsin.
W-. 114 Comer \ \
30- f8
I an Pipe) \ \
I
\ \ \ 80' 7EMPORARYCUL-Of-SAC
EASEMENT (70 BE REM04£O
UNPL A TTEO LANDS_ UPON E(7EN570W OF 7NE ROAD)
North Une of the SW/SW 4'ZZ'E 1 1 987.5
99475 9J1.1 1 Via'`'+,i
N 88:43'72 E. _1676.39
( 159.OB' 231.07' HAa \ 388.8]' ' 620.Oa 1
v'.2rT 9J5. :9631 y \
]Bel /
/2
i
acre y.~~s7go 7.5 acres ) 26res
C 6 n suM<
L. B. O.- 9J0.0 1 'X 6 .
.27
p.9os 9' \ - / 14,236 At.
1..5 s
\'r n Ia 7 54.
I-p l.5 acres s LBO- 9J0.0 E 65,303 sq.
~ .
° 6,5, 591 sq. Ft O sv IIeS'a+ 'ir:3eT Ij
I_/
b z a 65, 456 sq. ft. N 74.
rv
o Y' >A "
1.5 acres H NBB']75B'E ]8207' I ' I
RO' TEMPORARY CUL-OE-SAC g L B 0.= 9060- a " NaeSi'28•E 555.33'
4- EASEMENT (TO BE RfM01ED 65,576 %q. f(. !g'_,mm acres $ Ly \
? L/ ~qg Z1 UPON EX7ENSILW OF THE 5 ac
ROAD I.,
\l _ EJ L. B.O- 930.0
U) i , 3s•E 23t.z3_ _ _ . ra Te _ H 8 67, 01; Isq. ft. b
- eta. I • 141
1B2ADA as- 83r':et 29 cres
Nar1s'3sw J M t) 726,599 s
4 ft,
~ 'eae ~
- _ a Y
m ~`I ~i .231.]8' 150.95. -e. ,YBBr@P>7 ~'R 115 AT ` I. 967.4 I-p
F r I I e•w • 15 ~fi7. ~
3e / ST6'a35 W ~ ~
7 I
2T' i ~ N NBB51'2B' SU97'
L~ 7 6 N6~ 905
15 acres ~ 1.5 res W` ~ % # 12
r 66,569 sq. ft. ; !.7 acres 4 & 23 acres S ° O
R 65,723 s9. ll. h LB.O.= 01,539 sq. !t. o j~
n
u P 72, 920 sq. ft. ml+J+ LB.O~ 9455 'C~o \
U s'4 96,41J sq.f(. n' 64.5^
J i .951.2 9569 957 9570 95J 1 ~ °
10.01' 210.04' 'NBB'61'2B'E 1)1.42' N
91.61 \ \go 9
429.e1' ~
\ 3'OT'03 'E
$as'os'sz"w 630.12' aB a, , ; , ~ I w
Maw e,o52 s F
LOT 2 I LOT J LOT 4 - ,Aa: ( a
18
CERRIFIED SURVEY MAP - 13 res
-t------------ $
l/OL_ 15 PG 4145 3 p Ii q I 01,124"59 . ft.
2.3 acres
rt L.B.O.= 945.5
4n- 99,362 sq. R. '/l• 1' v64
I 968.1 0 6i.B
s YI'I1'E
~ Z a88R6'23'E
I I
Z
17
I o° 2 / n^^• _ I 22 acres
O I,
; - 2.1 acres95,514 sq. ft.
m T m 69, 404 Sq. ft. ~l l
I v u I I 979. J / W
3
a82']B'
nl N aBe'2a'26'E / A: / a9 E 9647
QI i ° 411A3' 908,41'
~I
ro U 2.1 acres $l N~ 2.7 dares
I r 92,950 sq. R f l• / l 118,996. sq ft.
..//t
I I 3 IIS qls !
\IY, 7iT-1- - - - - _ _ _ - u Rearoroe'E _ze_u'-T _ _ _ - _ \ rl
- _ - l'c LN8 9'OS'S2"E- -
-7- It
1 h i
160TH AVENUE- -
- R S89'05'52"W 1027_21'
N89'OS'52' E 630.11 south 1/4 Coma -
S.01- 7-JO-18
South Line of the SW/SW 5 9'0552"W 2699.77' NORTHERLY LIMITS OF 80' WX (found Mum Mum
EASEMENT TO DAI"AND POWER county Monument)
^avthwest Cnmer COOPERA 711E IN 0014'597994
S-UP, 7-JO-18 UNPLATTEO CARDS ML 1404 P6267
(FavndAl-4 m
CovntyManlmenp UNPLATTED LANDS
CURVE TABLE
VICINITY MAP LEGEND: CURVE RADIUS DELTA ARC CHDRD CHORD BEARING TANGENT BEARINGS
CI 233.00 17.16'48' 70.27' 70.00' SOB-49'17'W NI N17.27'4l'E
SEC. 7, T. 30 N., R.18 W. C2 167.00 36.36'36' 106.71' 104.90' N00'50'37'W NIT27'41'E N19'08'55'W
TOWN OF RI(.FIMONO, ST. CROIX COUNTY, WT Section Comer Monument of Record C3 233.00 37.28'47' 152.42' 149.71' S65.11'39.5'E S76.03'57'W N66.27'16'W
NOT 10 SCALE 0 Found 1" Iron Pipe C4 . 167.00 20.48'19' 60.64' 60.31' N76'51'25.5'W N66'27'16'W NEIVW35'W
Set 1-1/4" x 18' Iron Reba, C5 233.00 20.48'19' 84.61' 04114' N76.51'2545'W S87•IS'35'E S66.27'16'E
~I weighing 4.30J Iba . per linear fool) LOT 10 233.00 20'06'21' 81.76' 81.34' N77.12'24.5'W S87.15'35'E S67.09'14'E
(9 In S0ak Line LOT 11 233.00 0'41'58' 2.84' 2.84' N66'48'15'W S67.090140E S66.27'160E
C6 167.00 37.28'47' 109.24' 107.30' 585.11'39.5% S66.27'16'E N76.03'57'E
- - - (100' from Right Of way or ae noted) C7 233.00 15'11'24' 61.77' 61.59' S01'48'11'W N05.47'31'W N09'23'53'E
Approximaln 0rivewoy LOCatian CB 167.00 7.34'35' 22.08' 22.07' N05.36'35.5'E N09.23'53'E NO1.49'18'E
U C9 233.00 8.27.17' 34.38' 34,35' NOS'W'14.5'E N00.56'36•E S09'23'S3'W
enOlea Drainage Eaae menl Linn Ct0 167.00 2832'48' 8382.35 SO4.52'31'E S09.23'S3'W S19.0B'S5'E
N W O
I N E x C12 233.00 36.36'36' Iq%BB' 146.36' N00'S0'37'W 519.08S5'E 517.27'4
Denolea Existing Fenceline
;I L.B.O. Minimum Elewtl°n °t Loweat Buliding Opening L12 167,00 17'16'48' 50.37 S0.1B' SOB'49'17'W S17.27'41'W S00•l0'53'W
H.W, E. 100-Year High Water Elavotl°n
Denotes Drainage Eaaementn
SE
u 8512 Benchmark - Top of h- Rebor or Pipe MOTES.
12' Utility Easement along roadways ELEVATIONS ARE USGS RAW 1988 BASED ON CPS OBSERVATIONS.
160TIl AVENUE BEARINGS ARE REFERENCED TO THE NORTH/SOUTH 1/4 LINE
ALL OTHER LOT CORNERS MARKED WITH A 1" OF SECTION 34, WHICH IS ASSUMED TO BEAR S09'37'14•W,
x t8" IRON PIPE (WEIGHING 1.13 LBS. PER
BEARINGS ARE REFFftE NffO TO THE WEST TINE OF LINEAR FOOT) UNLESS OTHERWISE SHOWN. THE PARCELS SHOWN ON THIS MAP ARE SUBJECT TO STATE, COUNTY AND JOB # WI0575044A
TOWNSHIP LAWS, RULES AND REGULATORS (I.E. WETLANDS, MINIMUM LOT SIZE.
114E SW 1/4 OF SECTION 7, T3ON. RIBW, WHICH IS ACCESS TO PARCEL. ETC.). BEFORE PURCHASING OR DEVELOPING ANY PARCEL. Prepared by
ASSUMED TO DEAR NUO'10'53"C. CONTACT THE ST. CROIx COUNTY ZONING OFFICE AND THE APPROPRIATE TORN
80ARD FOR ADNCE. JkJ Comffiny C-p, Inc.
NO OWNER OR RESIDENT SHALL DO ANYTHING VMICH
IVE WATER DRAINAGE Phone No. (715) 246-4318
OR CHANGE THE OPERATION OF THE APPROVED Co.-' FA
AND SOIL EROSION PLAN FOR THIS PLAT. THIS INCLUDE IS NOT LIMITED TO Fax No.
BUILDING UPON, OBSTFUCTNG, ALTERING, FILLING. EKCA TI R PLANTING IN (715) 246-3830
WATER P.O. Box 325
ANY DRAINAGE EASEMENTS, WATER DRAINAGE DITCHES, OUNWA3S.
CULVERTS, BERMS OR CRASS SEEDING S. NBW Ri.hmond, WI 54017
SHEET 1 OF 2 SHEETS
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