HomeMy WebLinkAbout020-1487-06-000 (2)
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Wisconsin Department.bf cri rce SAL VALUATION REPORT Page of
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm Code ,
ounty n'1 I
Attach complete saeylaa-m paper not less than 8 112 x 11 inches in size, Plan most C
include, but not limited to vertical and horizontal reference point (BM), direction and
Parcel 1.0 Percent slope, scale or dimensions, north arrow, and location and distance to nearest roan ILi
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Please print all information. Reviewed by Date
ieesonal inlp ty ya, vo ,oe may ae used Ica secondary w,waes 1Privacy Law. s. 15 0+ (1) (m))
Property Owner Property Location
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o e-j l (n Govt. Lot 1:4 j 1.4 S T Z N R E(461
Property Owner's Maili r ss LM Block a Stbd. Name a CS~A
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City e, Zip Code Phone Number ❑ City ❑ V ge Town Nearest Road
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Gonstrucfial Use , tevdenbal i Number of bed _ Code denved design flow rate. GPO
❑ Replacement ❑ Pubb commercial - Describe:
Parent material Flood Wain ele/M9n If applicable _ f,
General comments
and reconwnendabons::
System Type ~+l r,Jt~Q!f,~j System Elevation. 40
F Boring I # ❑ Boring 9
a pit Ground surface elev. ! . it Depth to limiting facia in.
Soil Application Rate
Haizen Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDRf
in. Mansell Doi. Sz. Cont. Cola Gr. Sz. Sh. •Etfpt •Eff*2
LLL
D 111 fir'>J = ir7. IL {
Boring Bon
Z Barr' a ' Pit Ground surface elov. it. Depth to limilinn factor ! +1. Sell I tioncal' Rate
Horizon Depth Dominant Color Redox Desmpam T Texture Structure. Consistence Boundary Roots GPDlff
in. Mansell Qu. Sz. Cont. Cola Gr. Sz. Sh. 'E"1 E"2
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• Effluent a1 = BOD. > 30 < 220 ndL and TSS >30:5 150 WC, • Effluent #2 = BOD. < 30 mg1L and TSS < 30 rink
CST Name (Please Print) Si ' aturt CST Number
Bird Plumbing, Inc. Shaun Bird _ 226900
Addruss Dato Evaluatiwl Conducted Telephone Number
1432 120th St, New Richmond, WI 54017 20 -nj 715-246-4516
Property Owner- Parcel ID#_____. Page __of_
i
Boring # ❑nn Boring
a tZf~Prt Ground surface elev. t ft. Depth to limiting factor f •'~`-OKI.
Horizon Depth Dominant Color Redox Description Texture Stnxwre Consistenoe Boundary Roots In. Murrell Ou. Sz. Cent Color Gr. Sz. Sh- 'E6; 7Z
So77.Eff#2
4L4z' '/L, Ali
I l
Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor _ in.
Soil Iicaoon Rate
Horizon Depth Dominant Cola Redox De"iption Texture Structure Consistence Boundary Roots GPDAf
in. Murrell Ou. Sz. Cont. Color Gr. Sz. Sh. 'Eff#t -E4#2
Boring # ❑ Boring
❑ Pit Ground surface elev. R. Depth to Whiting factor in.
Sod Application Rate
Houton '18pth Dorinant Color Redox Desa"cri. Texture S6ucttxe Consistence Boundary Roots GPD,#P
m. Murrell Ou. Sz, Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Effluent #1 = BOO, > 30 < 220 mryL and TSS >30 < 150 mg1L ' Effluent #2 = BOD6 < 30 ffV& and TSS < 30 mryL
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Soil Test Plot Pia
Project Name Oevering Homes Sh. i Bird
Address 1433 Cernohous Ave Suite A
New Richmond Wi 54017
0TM #226900
Lot 6 Subdivision Hunter Hills Estates Date 6/15/18
1/4 1/4S T 29 N/R19 W
/ Township Hudson
F] Boring Q Well PL Properly Line County ST. CROIX
- , BNI or VRp Assume Elevation 100 it. Top of survey iron
System Elevation TBD *HRPSame as Benchmark
B-3 Scale is 1" = 40'
45, 96.5' unless otherwise
45' 4% Slope rioted
389' Property Linc
90' 20'
B-2 B-1✓ 50'
94.5'
B.M.*
95.5'
88'
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