HomeMy WebLinkAbout026-1020-40-000 (2)
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RECEIVED
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Wisconsin Depar4neH~`o om erce SOIL EVALUATION REPORT Page of
Division of Safetyj~dftl6rAsCOUNTY.
;UMMUNI7Y C)EVEbOPoridance with Comm 85, Wis. Adm. Code
Attach complete site plan on paper riot less than 8 112 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel LD. q,
Percent slope, scale or dimensions, north arrow, and location and distance to nearest road. n
Please print all information. Revi by Date
Persona: infortnsrion you Crovoe may be used for secondary purposes (Privacy Law. s. 15.04 (1) (m)) z
Property Owner , Property Location
Govt. Lot ; / 114 //1 i4 T f N R E ( ) IN
Property Owner's Mailing Address Lot # Block # Subd. Name CSM#
7 J,
City State Zip Code Phone ! Number [I City / El yiilage Nearest /l~
❑ New construction Use Residential /Number of bedrooms Code derived design flow rate GPD
L Replaoemenf ❑ PPL)bblic or commercial - Describe:
material L?!~~/~~~L2~ Flood Plain elevation i`applicable ft//
General comiments L i 'T % ~J ✓ y i i [ - ~r t+~ J'-~J ! (Cil* h,~~
and recommendations:
✓e SL
System Type System Ele
Boring
Boring F T] pit Ground surface elev, ft. Depth to limiting factor I in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
l
,c
l i
# Boring
BOrHIg
pit Ground surface elev//-••__--_ ft. Depth to limiting factor in.
El
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDNf
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
i 1
• Effluent #1 = BOO, > 30 < 220 rrWL and TSS >30 < 150 ' Effluent #2 = BOD, < 30 rrKA and TSS < 30 mcO-
CST Name (Please Print) nature CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address , Date Fvaluation Conductee Telephone Number
1432 120th St, New Richmond, WI 54017 ' 715-246-4516
Property CIA'ner _ Parcel ID # Page of
Boring # rift Boring r'1' (i
Ground surface elev/ t.1 ft. Depth to limiting factor in.
III Pit Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPOM
in Munsell Du Sz. Cont. Color Gr Sz Sh. 'Eff#l 'Eff#2
❑ 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 GPDIff
in. Munssell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#l 'Eff#2
El Boring
Boring # Ground surface elev. ft. Depth to limiting factor in.
F-I ❑ Pit Soil ication Rate
Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDIff
n. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#t 'Eff#2
Effluent #t = BCD, = K , 220 mgI and TSS >30 < 700 rngl- Effluent #2 = BCD, < 30 m9L and TSS < 30 rng(L
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Soil Test Plot Plan
Project Name Paul Sisson sh, ird
Address 16074 2nd St. N
Lakeland Mn 55043 ; TM #226900
v
Lot Subdivision Date 12/23/15
NW 1/4 NE 1/4S 6 T 30 N/R18 W Township Richmond
Boring 0 Well PL Property Line County ST. CROIX
BM or VKP Assume Elevation 100 ft. Bottom of siding
System Elevation TBD *HRpSame as Benchmark
Scale is F = 40' Well
unless otherwise
noted
Existing 3 Tested area is 7' higher than
Bedroom 5' grade at drywcll, area around drywell
House is all fill.
25'
B.M.*
120' 25,
T (('11 J
25' W
B-1
50'
99'
104, Slope.
10'
B-3
y„ 65 13`lc Slope
Ridge Top
10'
B-2
40'
9
Property Line
95th St