HomeMy WebLinkAbout022-1041-10-080 (2) GEw�p � G C Sr �0 1 7 - 1►3
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Wsconsin Safety �,O"'0�J1C3" ���� IN REPORT3Q% 0! Gy�1� Pa of
Division of SZ Gikv p , to accr co wis. Adm. Code Cc'untr (J l�' (�} IC01
Attach n on paper not less than i inches in size.Plan must C - ! � nn
include,bl3limited to:vertical and horizontal n,.erence point(BM),direction and I.D. V
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. 113,41... r/ 622.' . ,.r, /a
Please print all information. Revue by M Dat
Persona/information you crowds may be used for secondary purposes(Pnvecy Law.a15 04(1)(m)) ‘ I a/$
Property Property Location
7fi/ , -A: `i / Z- Govt.Lot t,/ice 114/�v 1/4 S JT -7 N R g E(or1 W
Property Owners Mailing ddress ! Lod+ Block!! Subd. Name . .. `f
City State Zip Code Phone Number ❑city ❑Village IZ;Town Nearest Road
gi-New Construction Useei-Residential/Number of bedrooms *7 Code derived design flow rate 14Vice GPD
❑Replacement A 0 Public or commercial-Describe'.
Parent material��"(6 Flood Plain eleva_ tion_if_applica_ ble•/27/ /›T Z0,1 —ft.
General comments
and reoormmetdabons:
System Type/./J�/e-' System Elevation J‘
Ong X f❑--11 Boring
Lei, Pit Ground surface elev/Cyr,(.) ft. Depth to limiting factor n.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/ff
In. Mansell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 'Ef#2
2. -a/ ,/ •'2/ �/ aj� ��, ���!fL� l F f . >%
3 '�-yz - �7,// —� -/ /.nsI/' '''L; /� /( • Y • 7
`t Y�7a /y��/� sy, //�lu/J !/t��-.ter- ,r�;' ^/i•4 -",4 • • 7
c� Boring M „.7., n
16l Pit Ground surface elev,M9, /2 rt. Depth to limiting factor ' 1 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/1f
in. Mansell Cu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 'ECf#2 _
2- 7 i', . �'/ C'_/ ,✓.,, ,1�,�< 7r1 C- 9f,J (� - `I -
3 ;'5y ,--;/, ezi ,/ /,r,tk -� ,mil ,l 4_ - y / 7
5/ �- 7r,4,-/(, Ci-,P� 4, ff -.-n - ' 1,t ,4 .'-1 - `� ' 7
1 f'
•
Effluent X1 =BOD,>30<220 rtxyL and TSS>30<150 'Effluent N2=BOD,<30 mg&and TSS<30 nng/L
CST Name(Please Print) .8i ur CST Number
Bird Plumbing, Inc. Shaun Bird / 226900
Address /,-Date Evaluation Conducted Telephone Number
n
1432 120th St, New Richmond, WI 5401 --,2,---7. 7 715-246-4516
•
Property Owner _ Parcel ID# / Page of
3 Boring# ❑ Boring fa > y//n ,//
W Pit Ground surface elev. / I�•J ft. Depth to limiting factor / / in.
Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 •Eff#2
1 —8 /Of 5r1. s,/ ,, m C � G
Z. e-3 o 10 ,s/V L l �N sl�/� �'1 y - (� 4 '
fr T/ s/ SI) Al i4 • 41 / Y�
'f 1 G 90 , 3/6 f'/f ,yl‘ v-Fs— -,>ti-- fr, N 1,4 NSA- / 7
Boring# ❑ Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in.
Soa Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDl f
in. Munsell Ou.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
Boring I Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon lepth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. MunseN Qu.Sz. Cont.Color Gr.Sz.Sh. 'Ert#1 'Eff#2
•Effluent#1 =BODE>30<220 mg1L and TSS>30<150 moll_ •Effluent#2=BOD,<30 mg&and TSS<30 mgf-
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Soil Test Plot Pla
Project Name Gerald Emholtz Sh. 4' Bird
Address 1250 Cty Rd J Bird
Address
River Falls Wi 54022 TM #226900
Lot 6 Subdivision D: 6/25/17
NE 1/4 NE 1/4S 15 T 28 N/R18 w Township Kmniddnic
Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of survey iron
System Elevation TBD *HRpSame as Benchmark
Scale is 1" = 40'
unless otherwise
noted
B.M.*
Property Line
98'
IOU'
B-2
5% Slopc
A
B-3
80'
315'
B-1 IJ
30'
7'
Cemetary Road
245'
I/ IOy �?l;In �r7 n)
�/ / •', ::_ :`:'� '_ : ' 1 H I � CO X�y-ICO 22 g. Obi
1 I .. 2 m 2 n
1 V U ;-
Q 1 , , .,. rn�zz� zcLn
N00'03'44"E 281.24' t" •0 1 ov,.
n xi
�m 000 =S/ i 1 pM Z ID
_ I Al'r0 �m r*7440 COO m .
0�
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ry Z:1 1 I z A M Gi o
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c�p p ` ?.' N00'03'44 E 356.96'• m (— — t::— y�
OD •• �r' 1 i I 173.05' 183.91' w• "J 2n
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10
i� co66 I • V -. LA'
c n I r 1 i_ --S00'11'16"E • • 431.47' --,I�.2 (.i O NI
O 9 1� 222.19' : " ". 'n 209.28' `.. ►�?
'z QLD'`,1� 1� :-22.54' CEMETERY • — ROAD _ - -�
p ` /'- 203.60' -- �` —I —'r
� 1515.31' 226.14' 1 205.49' - -, 684.09'
\ l --S0071'16"E 431.83'-- -
--50011'16"E 2631.03'-- ---
EAST LINE OF NE 1/4---' • •• ••• ; 4 TTF:I1 1 el Alf)
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SURVEYOR: PREPARED FOR:
S SOLUSANDTIONS JOSEPH GRANBERG GERALD EMHOLTZ DRAFTED BY: •A.V-JNfG
1428 134TH AVENUE 1250 C.T.H. "J" JOB NO. 100-443
Ur", none u.n.in u• .-,...— - _