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Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page of 3
Labor and Human Relations
Division of Safety & Buildings in accord with ILHR r1s, ode
» + ~
COUNTY
ST• e7OUC
Attach complete site plan on paper not less than 8 112 x 11 inc e. Pla must ~ncl6
not limited to vertical and horizontal reference point (BM), dir d % of le or PARCEL I.D. #
dimensioned, north arrow, and location and distance to near
REVIEWED BY DATE
APPLICANT INFORMATION-PLEASE PRINT ALL I MATION
PROPERTY OWNER: PAVER CATIOtV
4 ~-'ct~Zl-l L L0k3 6 r t f EE)T f`1~ yi Sw 1/4,ST Z01 N,R 1'6 E(or W~
PROPERTY OWNER':S MAILING ADDRESS L6 BLOCK # SUED. NAME OR CSM #
6 39 9 3 S~• ~T"C U
~SL~ Cs M
CITY, STATE ZIP CODE PHONE NUMBER CI . LAGE [WOWN NEAREST ROgp
u~ Z 5 IU1 0 -L3 ()1S)1q9- 3962 LvhQQEN 0/3'^~ ST.
[q New Construction Use p(] Residential / Number of bedrooms [ j Addition to existing building
(j Replacement [ ] Public or commercial describe
Code derived daily flow gpd Recommended design loading rate o bed, gpd/ft2 S trench, gpd1ft2
Absorption area required bed, ft2 ~ trench, ft2 Maximum design loading rate o - 5 bed, gpd/ft2 0.6 trench, gpd/112
Recommended infiltration surface elevation(s) S EIT KATt Ww k_-'hGE 3 ft (as referred to site plan benchmark)
Additional design / site considerations "k)Qk i~ 1A J Wy51`~ INS v`+" t Z " Of S t 4► F'L .
Parent material S I L_'V4 oy eR_ u Wt lTN Flood plain elevation, if applicable N • i, . ft
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U = Unsuitable fors stem ❑ S ®U ®S ❑ U ❑ S O U ❑ S ®U ❑ S 1 U ❑ S RU
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont Color Gr.. Sz. Sh. Bed Tranch
<:>"s`:'< I p_$ ~O`I CZ- 3 ! 2 - 51 ~ Z T Sb~ W~ f ~ 0..S - O •S O• ~o
Z g_t g ~oti~z 31` - s~ l 2~'sbk mf es - o.s o. to
Ground 3 ~$_ZS 10`1~z 3/6 - s~ \~n Sb`2 v+tiU'F1- cS - 0 4 C)• S
elev.
ft. y Z L.) toy R V/6 - c, \ ~n Sb1rt C1" b. 3
Depth to 5 3u - io y - LS g - - -
limiting
factor
Remarks:
Boring #
1 0-~ ~O`Al z 3 tr L - S Z ~Sb1~ vAi1- CA- 'S - o. S r%
Z 8-i9 'S:
I Z ~3b~'ft- S
SO
3 Z9 - ~o~ l6 - LS 6'R
Ground
elev.
C19- & ft.
Depth to
limiting
factor
Remarks:
CST Name:-Please Print Arthur L. W e e r e r Phone: 715-425-0165
~egerer Soil Testing & Design Service-P.O. Box 74 River Falls ;WI 54022
Signature: Date: CST Number:
L~~~ °ly-26Y-2 Jo-Z4 g M00576
PROPERTY OWNER 1-6 ivGLN SOIL DESCRIPTION REPORT Page? of 3
F
PARCEL I.D. #
Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Ttendi
xo`,(Ict 3!z si1 a,S - o•s o:~
Ground 3 2$-~5 lu`~(Z VA, e1 \~n sbk `f v- c.g - o. Z n.3
elev.
99-9 ft. LZ) `f Vt G/6
33 - -
Depth to
limiting
factor
~3n
Remarks:
Boring #
iiL'Q"tiff:::•i''•~l:••,~•
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to - -
limiting
factor
F-7
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
PLOT PLAN Page 3 of 3
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715 ) 42.5-0165 _ 1400576
CST Signature Date Signed Telephone No. CST #
Wisconsin Department of Industry. SOIL AND SITE EVALUATION REPORT Page of 3
Labor and Human Relations
Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but PARCEL I.D. #
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or
dimensioned, north arrow, and location and distance to nearest road.
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE
PROPERTY OWNER: PROPERTY LOCATION
~ 1Z Q--~\ Q-W-f L L T~ fv 6 ETl &0Vf-t6T ti t 1/4 SW 1/4,S 3 ~ T Z °1 N,R t E (or IN
PROPERTY OWNER':S MAILI G ADDRESS LOT # BLOCK # SUED. NAME OR CSM #
39 9 -t ~ ST- - - P2o~usL~ 0_3 M
CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE ®fOWN NEAREST RO
o$ Z. S ►til 11 Z-3 S)1q°)~ 3962 Lo /tVL12l-n, 93 ST.
New Construction Use Q(] Residential ! Number of bedrooms [ j AddibQn to existing building
j ] Replacement [ ] Public or commercial describe
Code derived daily flow gpd Recommended design loading rate 0 bed, gpd/ft2 p S trench, gpd/ft2
Absorption area required bed, ft2 ~ trench, ft2 Maximum design loading rate 0 • S bed, gpd/ft2 0 ~ trench, gpolft2
Recommended infiltration surface elevation(s) S IFE- fuOTE pW k INGE 3 ft (as referred to site plan benchmark)
Additional design / site considerations "o)Q K.& I.v V VC A Wtitti ~t"f vwt Z' d~= S " F-L
Parent material S t L`x oy itZ u wf LTl'' Flood plain elevation, if applicable M. F\ . ft
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U = Unsuitable fors stem ❑ S ®U NIS ❑ U ❑ S ®U ❑ S ®U ❑ S 93U ❑ S [VU
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
Boring # Horizon in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trendi
cz .11 2 - si l Z'F SbVt_ w., f a-S - o • S o•
Z 8-tg toylZ 31` - s.1 Z~'Sbk wtft CS - o S 0-`
Ground 3 -Z S 1 W-1 %Z- 3 C S - 0 4 0. S
elev.
~)`1 S ft. 4 ZS-30 1.0`1(Z VA' W\ SV~j CL" _ cs b•
Depth to 5 3u - 10 `f t, b /6 - LS g R - -
limiung
factor
Remarks:
Boring # - 5 u-
r:M<;>< Z. - S l` Z ~S b l~ yAi t- C.- S o•
Z A< Z a-i9 ~o-IV s)) Z ~Zblz w►'ft- ~g - o. S v.
3 Z9 _ ~o~~ ~ l6 - LS @1
Ground
elev.
Co- $ ft.
Depth to
limiting
factor
Z 9 ,r
Remarks:
CST Name: Please Print Arthur L. We erer Phone. 715-425-0165
egerer Soil Testing & Design Service-P.O. Box 74 River Falls WI 54022
Signature: Date: CST Number:
qy-26y- Z Ju-Z9-`L~ M00576
PROPERTY OWNER 1-0~? Gov SOIL DESCRIPTION REPORT Page 'of 3
PARCEL I.D. #
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bax~dary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trends
Z - s 1 Z s~k vv1 a,s - o. S d c,
Z R-ZS \O`1R 3!C - $ Z FS61~ w~,E~, C S - o, s U.
Ground 3 z$-~~ 1u-2 vA, e~ ~►+1 5bk h~ '1- CS - o-i. v.3
elev.
99.9 ft. m L L-5 1-t ~Z
Depth to
limiting
factor
Remarks:
Boring #
13
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
L 1 T
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
PLOT PLAN Page 3 of 3
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~ 1~ 3~ Dt~-2►`-~I~ ~r ~w,~ of t~~st~~;:
(715 ) 42A-0169 I400576
CST Signature Date Signed Telephone No. CST #
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