HomeMy WebLinkAbout020-1474-01-000 (2)
Wisconsin De!! of me S ON PORT Page ( of rntm Division of Safety a ildi ~
accordance with omm 85, Wis. Adm. C e
my r
Attach complete ' han 8 1/2 x 11 " chesuAke. glaq`;:06
include, but not limited to: vertical and horizontal reference int (BM), directio Parcel LD,,. 7
percent slope, scale or dimensions, north arrow, and locati n andgii .tance to nearest road. U ~ Please print all informati CFA ,
O!
X COUNTY Revte ^ Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. / G}
Property Own Property Location
Govt. Lot 3Cj 1/4 5,114 S I~ T N R E (or W
T;roper(y is Mailing Address Lot # Block # Subd. Name or CSM#
D r~/eZ
City State Zip Code Phone Number 0 City ❑ Vil ge own Nearest Ro
O~MewConstrucfion Use: esidential /Number of bedrooms Code derived design flow rate a GPD
❑ Replacement ❑ Public comme I` Describe:
wWY
Parent material Flood Plain elevation' applica le
General cornmrits 0
and recornmendations: 3 D ✓ V
System Type DJr/1J nIr ~/L-tee System Elevation 7` S/ 7 7, 3
# Boring
Boring
0 pit Ground surface elev. /lJ~ V 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
0-i L 164,,31-L- S MAI- 0-1- d
Z )2 3~ s ; 11, < _ art 1-~
3 q ll~ b h M ~~l ti/, s
Boring # ❑ Boring
® it Ground surface elev. ft. Depth to limiting factor ll in.
Soil Application 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
Z II-q2- " q,!5 Q 'f 51 t ris k Fr c~ l-~' , O
3 -1 n Q w 15 - 'a 5 k cL /,0
Effluent #1 = BOD > 30 1220 mglL and TSS >30 < 150 mgA- ' Effluent #2 = BOD 130 mgA. and TSS < 30 mg/L
CST Nam (Ptease Print) Signs CST Number
Bird Plumbing, Inc. Shaun Bird . ' 226900
Address Date Evalu tion Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 540 F / -c,-22 6 --,~l 715-246-4516
Property Owner _ Parcel ID # Page of
❑ Boring # ❑ Boring 1~
Ground surface elev. ft. Depth to limiting factor in.
Pit Soil Application Rate
D10`
EBoundarY Horizon Depth Dominant Color Redox Description Texture Structure Consistence Roots GP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
m a
g~~~ s! 4 1F l,b
3 6 orb r I~ r~ n t l~
❑ Boring # ❑ Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil lication 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 •Etf#2
❑
❑ Boring # Boring Ground surface elev. ft. Depth to limiting factor in.
❑ pit Soil Application Rate
Horizon 7epth Dominant Color Redox Description. Texture Structure Consistence. Boundary Roots GPD/fP
in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
• Effluent #1 = BODS > 30:< 220 rng/L and TSS >30 1150 mglL • Effluent #2 = BODS < 30 mglL and TSS < 30 mglL
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SOD4330 OL6M)
• Soil Test Plot Pla
Project Name Hudson Holdings LLC S ` ird
Address 703 Pine St. N.
Hudson Wi 54016 STM #226900
Lot 1 Subdivision Yellowstone Valley Date 4/26/06
S W 1/4 SE 1/4S 13 T 29 N/R19 W Township Hudson
Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Wood Corner Post
System Elevation 97.5/97.3 *HRpSame as Benchmark
Alternate Benchmark Top of 1/2" pipe @ 96.5'
469' Property Line
Scale is 1" = 40'
unless otherwise
noted
70'
i
B.M.
B-3 101' NAt1.B.M.
3% Slope 0,
150'
25'
B-2 90' B-1
102'
806' Property Line