HomeMy WebLinkAbout018-1037-90-100 ►J
Wisconsin Department of Safety and Profes Wi ibiona .Services C5r - d(9 491
Division liindustry Services
29 '�p19 `1 SOIL • .. .�:4 : PORT
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H�� in arlce with SPS 383,Ws. Adm. Code ' 107 i60i P.
- _; ent County ST.CROIX
Attach to s on than 8 1/2 x 11 inches in size.Plan must
include,but t limt,' and horizontal reference point(BM).direction and Pond I.D. 018- 1037-90- 100
percent mensions,north arrow,and location and distance to nearest road.
Please print all information. Reviewed byl �� Date[
Personal Information you provide may be used for secondary purposes(Privacy Law.■.15.04(1)(m)). /�i, [Tl. K- I I V/7 -a Z
Property Owner Property Location
JOSHUA J.& BRITTANY M. MANNON Govt.Lot--- SW 1/4 SW 1/4 S 17 T 29 N R 17 E(or))WW
Property Owner's Mailing Address Lot# Block* Subd. Name or CSM#of ILA_ 3i 1 ct
907 160TH STREET &,,, -- (PENDING)
City State Zip Code Phone Number y Ovllage ['Town Nearest Road
HAMMOND, I Wi I 54015 I ( ) HAMMOND I 160TH STREET
e New Construction Use(] Residential/Number of bedrooms NK Code derived design flow rate NK GPD
Replacement El Public or commercial-Describe:
Parent material silty sediment underlain by sand and gravel Flood Plain elevation if applicable NA 1L
General comments Conventional In-ground shallow trenches--0.4 loadipg rate-or Geo Iyta;Y stem J i
and recommendations: pO ` _ Ai Cc„r i V .. 1 ^t b S G4ey1 d y� E
(for County approve o lots-propetestrty line was not marked fts may no on the lot but can still be
C5»1 Ae1,-o-�����v//////r211. ZT US i P f Ma peal as PI ru_td t�
I Boring#
0 Pit Ground surface elev. 97.97 ft. Depth to limiting factor 70 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 'Eft#2
1 0-12 7.5YR2.5/3 -- sil 2fa&sbk mvfr cs lvf-m 0.6 0.8
2 12-18 7.5YR3/3 -- sil 2fabk mfr cs lvf-f 0.6 0.8
3 18-24 7.5YR4/4 - sl 2f-msbk mvfr cs Ivf-f 0.6 1.0
4 24-30 7.5YR4/4 - sl 1 f-msbk mfr cs Ivf-f 0.4 0.7
5 30-50 7.5YR4/4 -- cos Osg ml cw l of--f 0.7 1.6
6 50-70 7.5YR4/4 -- cols 0sg dl -- -- 0.7 1.6
2 Boring# Boring 97.27 86
El Pit Ground surface elev. fl. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fW
in. Munsell Qu. Sz. Cont.Color Gr.Sz.Sh. 'Efl#1 'Eff#2
1 0-16 7.5YR2.5/2 -- sil 2fa&sbk mvfr cs Ivf-m 0.6 0.8
2 16-30 7.5YR2.5/3 -- sil 2fabk mfr CS Ivf-f 0.6 0.8
3 30-86 10YR4/6 -- s 0sg dl cw 1 of--f 0.7 1.6
4 86-90 10YR4/4 mid 7.5YR4/4 sil Om mfi -- - 0.0 0.0
some gr,cobs
'Effluent#1 =BOD >30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOD <30 and TSS<30 mg/L
CST Name(Please Print) Sig �� CST Number
MARY JO HUPPERT(Hollister's Soil Testing&Design) 2 � 224832
Address - to Evalu acted Telephone Number
28497 King Arthur's Court, Danbury,WI 54830 08-21,2019 715-426-1775
SBD-8330(R07/13)
•
PropertyOmer MANNON,Joshua (Lot 4) Parcel ID# 018- 1037-90- 100 Page of_
2 4
4 Boring# 0
Bong 95.77 52
0 Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIW
in. Munsell Qu.Sz. Cant Color Gr.Sz.Sh. 'EflK1 'Eff#2
1 0-18 7.5YR2.5/3 -- sil 3fabk mvfr cs lvf-m 0.6 0.8
2 18-22 7.5YR3/3 -- _ sit 2fabk mfr cs lvf-f 0.6 0.8
3 22-31 7.5YR4/4 -- sit 2fabk mfr cs lvf-f 0.6 0.8
4 31-52 7.5YR4/4 -- Is 0sg dl cw 1vf--f 0.7 1.6
52-55 10YR4/4 mid 7.5YR4/4 sit Om mfi — -- 0.0 0.0
some gr;cobs; one stone.
Boring# 9Boring
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/1f
in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. 'Eft/ft 'Effit2
Boring# ' I Boring
Pit Ground surface elev. ft. Depth to limiting factor in. r
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu.Sz. Cant Color Gr.Sz.Sh. 'Eff#1 'Efr#2
•Effluent#1 =BOD,>30<220 ng/L and TSB>30<150 mg/L 'Effluent#2=BOD,<30 mg/L and TSS<30 ng/L
SBD4330(R07/13
Plot Plan Page 3 of y
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PROPERTY OWNER: �05.uA _-t. € .R!-rr.AJJ`/ A'`, . M AnNOAJ 1' = 40 FT.
(except where noted)
Lepl Desvipttlon: 1-OT/ t C.Sn" r SW Yy OF 'fit£ 5 W Vf, ,%.c. l'Y T291J R 17 W, Di =backhoe pit
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