HomeMy WebLinkAbout026-1153-02-000 (2)
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~7Ysconsin Department of Commerce SOIL EVALUATION REPORT Page
Division'of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code County C
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must D
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. \ / 1
percent slope, scale or dimensions, north arrow, anp'tosation and distance to nearest road. 0( 1% d
Please print all inf4rmatlo3f Revi ed by Date
S~
Personal information you provide may be used for seco dary purposes (Privady Law, s...1 5.04 (D (m)). i j ~1 N • Z u -Zt C)
Property Owner 1 Property Location Lie
/Z 40 !1/4 S T3 N R E (o t(
Govt. Lot
Pro ps Owner's Mailing Address Lot # Block # Subd. Name orc, M#
City fate Zip Code P one Number Q ity ❑ Village 7 To Nearest RN
0 ~M4 S:'-rwo I Q- 1 4"'11 'Z
New Construction User Residential/ Number of bedrooms Code derived design flow rate" GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material l l~Csf~c/rX- Flood Plain elevation if applicable ft•
General comments `S tJtiL~(.~~ `J / t•s~a, wq#
and recommendations: / j
f'. T ct ~t- S e /62.c
Boling # ~ Boring Fes z c's
a Pit Ground surface elev. `r ft. Depth to limiting factor ~ in. Soil Appli Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -Eff#2
t1 a ' . 3~z G° - t~ , 'r , q
m Zs6 l . a~ Z
QS All 339 ~
®Boling # Boring
Pit Ground surface elev. ti 3 ft. Depth to limiting factor' l1~ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -Eff#2
j ~ S I rru 1~ • ~ 1 ~ a ~3 z
Effluent #1 = BOD > 30 < 220 nVL and TSS >30 < 150 'Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Sig re CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 715-246-4516
2-
Property Owner _ Parcel ID # Page of
❑ Boring # ❑ Boring Ze~ein. pit Ground surface elev. Depth to limiting factor Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ? 'Eff#1 *Eff#2
ex Q
I1q 83 2-
10r~ S 06 )Z
❑ Boring # ❑ Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil ~Eplicafion Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
El Boring # ❑ 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
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2
Effluent #1 = BODE > 30 < 220 mg/L and TSS >30 1150 mg/L ' Effluent #2 = BOD, : 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.
SBD-9330 (8.6/00)
• . Soil Test Plot Plan
Project Name Lakes and Hill Development Shaun Bir
Address P.O. Box 10598
White Bear Lake Mn 55110 CSTM 26900
Lot 2 Subdivision Glen View Date 7/18/03
1 /4 N W 1/4S 19 T 30 N/R18 W Township Richmond
❑ B ' g 0 Well PL Property Line County ST. CROIX
BM VRP Assume Elevation 100 ft. Top of 1/2" Pipe
ystem Elevation 95.5/94.5 *HRpSame as Benchmark
Alt. 7B~~ To
p of 1/2" Pipe @ 103.0'
Alt
440' Property Line Y% * M. 200'
265'
101'
SC ale is 1" = 40' 99'
unless otherwise 50'
noted 97'
B-
50'
Please note: survey was not
completed at time of testing, 13-
setbacks from lot lines may
change. Installer must verify 50, 10% Slope
all lot lines and setbacks
before installation.
B-1
Please Note: Tested area
may not be suitable for
desired building area.
Check system location
before excavating.