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Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
Labor L -id Human Relations
Civision of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
~ COUNTY
St. Croix
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but
not limited to vertical and horizontal reference point (B % of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and distan t a a . 20-1295-30
0 if
APPLICANT INFORMATION-PLEASE P LL INFO~MA IEWEDBY DATE/L
r:.
PROPERTY OWNER: PERTY LOCATION
. LOT SW 1/4 1/4,S 24 T 29 N,R lg f(or) W
It*
Greenwood Enterprises, Inc. c + F' ,
PROPERTY OWNER':S MAILING ADDRESS tml# BLOCK # SUED. NAME OR CSM #
1416 Third St. 140 na phase 2 SunRid e
CITY, STATE ZIP CODE ,.PHON BER CITY [3VILLAGE MOWN NEAREST ROAD
Hudson, WI. 54016 ~~(715) -3674 Hudson McDiarmid Dr.
[x] New Construction Use~I Residential / Numb beii 3 [ I Addition to exi ling Z/10t
j I Replacement [ I Public or commercial describe C Code derived daily flow 450 gpd Recommended design loading rate • 4 bed, gpd/ft2_5 7- trench, gpol112
Absorption area required 375 bed, ft2 _375 trench, ft2 Maximum design loading rate _ .4 bed, gpd/ft2 .5 trench, gpo1ft2
Recommended infiltration surface elevation(s) 99.24' ft (as referred to site plan benchmark)
Additional design / site considerations system el. based on contour line of 98.24' el.
Parent material limestone uplands Flood plain elevation, if applicable na ft",,
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U= Unsuitable for svstem ED S M I In D U ❑ S 1U S t3U I 0S ®U ❑ S IOU
SOIL DESCRIPTION REPORT 0jQ_ -Zen __!SAF4f.
Boring # Horizon) Depth Dominant Color Mottles Texture I Structure consistence Roots GPD/ft2' .4
in. Munsell Ou. Sz. Cont Color Gr. Sz. Sh. Bed Tre &
1 0-12 10yr3/3 none 1 2msbk mfr gw 2f .5 .6 S
2 12-27 10yr4/4 none sil 2mbk mfr gw if .5
Ground 3 27-37 10yr4/4 none sl lmsbk mfr gw na .4 .5 •1
98e64ft. 4 37-54 10yr4/4 f2d 7~ 5yr5/8 sl lmsbk mfr gw na .4 :.5
Depth to 5 54-62 7.5yr4/4 none sl M na gw na .3 .4
limiting
factor 6 62-72 10yr7/6 none fractured limestone
3711
Remarks:
Boring #
1 0-16 10yr3/2 none 1 2msbk mfr gw 2f .5 .6 ,S
2 2 16-36 10yr4/4 none sil lcsbk mfr gw if .2 .3 .2
K 3 36-60 7.5yr4/4 c2p 7.5yr5/8 sl lmsbk mvfr na na .4 '•..5
Ground
elev.
98.84ft.
Depth to
limiting
fac%
Remarks:
CST Name _Please Print Gary L. Steel Phone' 715-246-6200
Address: 1554 2 ,99th. Ave., New Richmond, WI. 54016
Signature: Date: CST Number:
G r 5-11-95 cstm 02298
I
PROPERTY OWNER Greenwood Ent. SOIL DESCRIPTION REPORT Pag6 2 of- 3
PARCEL I.D. u 020-1295-30
Boring # Horizon) Depth (Dominant Color I Mottles Texture Structure IConsistenceiBourxbry I Roots B tl DTtt2
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh.
31 0-10 10yr3/3 none 1 2msbk mfr gw 2f .5 77 S
2 10-24 10yr4/4 none sic) 2msbk mfr gw if 1.4 1 .5
Ground 3 24-35 7.5yr4/4 none sl lmsbk mfr gw na .4 .5
elev.
97.34ft. 4 35- 0 7.5yr4/4 f2d 7.5yr5/8 sl lmsbk mfr na na .4 .5
Depth to
limiting
factQrr
Remarks:
Boring #
Ground
elev,
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
i
Remarks:
SBD-8330(R.05/92)
STEEL'S SOIL SERVICE
Gary L. Steel Greenwood Enterprises, Inc. 1554 200th Ave.
CSTM2298 WIWI S24-T29N-R19W New Richmond, WI 54017
MPRSW 3254 town of Hudson (715) 246-6200
lot #40-SunRidge phase 2
N
1"=40'
BM.= top of electrical trans=former base C 100' el.
r
u,,N ~ ~s ~u rb=
Gary L. Steel
5-11-95