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HomeMy WebLinkAbout026-1126-40-000 Wisconsin. Department of Industry, SOIL AND SITE E V A L U AT I Page 1 of 3 Q4 ' Labor and Hurnan Relations Divisioirof Safety & Buildings in accord with ILHR 83.05, Code Aw 'C'ON tr~~-~ t. Cr - ~ Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. t i~sf~f~e, but P I.D. # not limited to vertical and horizontal reference point (BM), direction and % for dimensioned, north arrow, and location and distance to nearest road. L APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATIO av sj `~~N Y R ED BY P DATE PROPERTY OWNER: TY JZIMI 10 N ` Derrick Const. In GO 4,S 12 T 3 N,R ZL (or) W PROPERTY OWNER':S MAILING ADDRESS LOT # . NAME OR CSM # is ►4'~~ 5 1505 H #65 40 na L-0C~ CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE [22fOWN NEAREST ROAD New Richmond, WI. 54017 115) 246-2320 Richm [id New Construction Use be J Residential / Number of bedrooms 4 [ J Addition to existing building j J Replacement [ J Public or commercial describe Code derived daily flow 600 gpd Recommended design loading rate .7 bed, gpd/ft2 .8 trench, gpd/ft2 Absorption area required 858 bed, ft2 750 trench, ft2 Maximum design loading rate .7 bed, gpd/ft2 .8 trench, gpd/ft2 Recommended infiltration surface elevation(s) 96.00 ft (as referred to site plan benchmark) Additional design / site considerations Parent material outwash 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 fors stem 9:1 S ❑ U C E S ❑ U 0 S ❑ U RI S❑ U 0S ❑ U ❑ S oil SOIL DESCRIPTION REPORT Q,,~L ~ o,,e Ji ?.eta Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench .1..-.-.<` 1 0-7 10 r 3/3 none I 2 m sbk mfr CS 2m .5 S 2 7-25 10yr 4/4 none sil 2msbk mfr w lm .5 .5~ Ground 3 2 5- 0 7.5 r 4/4 none os ml na na -7 -8 elev. _ u 17 ! 99.2 ft. - VAJ o Depth to limiting factor +90" 3g•* (4q, -o Remarks: Boring # 0.0 1 0-12 10 r 2/2 none {_1 mfr rs, if nn 2 12-30 1Clr 4/4 none sicl if n .2 " 3 30-90 7.5 r 4/4 none cos os Ground elev. 99.6 ft. Depth to limiting X3.2 " 2- factor +9011 Remarks: CST Name:--Please Print Gary L. Steel Phone: 715-246-6200 Address: 1554 200th. Ave. w Richmond W 4017 Signature: Date: 6-29-2000 CST Number: m02298 PROPERTY OWNER Derrick Const., Inc. SOIL DESCRIPTION REPORT Page 2 of 3 PARCEL I.D. # pending Y Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bojxbry Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 3 1 0-9 10 r 3/3 none 1 2f 1 mfr cs 2f n .3 2 9-24 10 r 4/4 none sicl 2msbk mfr if .4 .5 •y Ground 3 24-90 7.5 r 4/4 none cos os mvfr na na .7 .8 elev. _ 99.5 ft. Depth to limiting 011 Z Remarks: Boring # 1 0-9 10 r 2/2 none 1 2 sbk mfr cs 2f .5 .6 ' s 4 2 9-24 10 r 4 4 none sicl 2msbk mfr qw, if .4 .5 Ground 3 24-32 7.5 r 4/4 none sl 2msbk mfr crw if .5 .6 elev. 100.0 ft. 4 32-90 7.5 r 4/4 none cos os mvfr na na .7 .8 Depth to limiting factor +901, Remarks: Boring # 1 10- 2m k mfr cs 71[ .5 .6 S 2 8-20 10 r 4/4 none sil 2msbk mfr lm .5 .6 •S' Ground 3 20-90 7.5 r 4/4 mone cos os ml na na .7 .8 elev. ` 99.8 ft. Depth to limiting factor +9011 Remarks: Bo~ing # I Ground elev. ft. Depth to liming factor Remarks: SBD-8330(8.05/92) STEEL'S SOIL SERVICE Gary L. Steel Derrick Construction, Inc. 1554 200th Ave. CSTM2298 SE4NW4 S12-T30N-R18w New Richmond, Wt 54017 MPRSW-3254 town of Richmond (715) 246-6200 lot #40-Brushy Mound Lake 'this soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent lot lid were not established at the time the test was conducted. l 1"=40' = top of 1" pvc pipe C el. 100. D 1 B = top of 1" pvc pipe el. 100.50!_ Y\ /Vt Gary L. Steel 6-29-2000 i es Un latted L(' Dave t 1 - 1659- New 1 © 0 X 975.8 976.3 X 976 - 973:9. X 974.7 97 976. x BLDG. SETBAC - 973.4 X 974.0 ~ O I `t \ 77.3 OHWM SET OT. 9 03/28/00. S T. 2. ACRE: LOT 40 216653-9,SQ. FT. 4.97 ACRES 988. R -3 x 991.3 .4~ x 991. 992.5 / Z6kp~ p 13-5 x* 992.1 O x/ ' --~5 O B-3 BQ4 4 / ti15 O r~ 6 20+00 qxp~ ~09 997.4 95 13- ti _ 995.6 • ' ~.y 21+p0 X 15 22+00 s}p0 , .4 _ 9 R=200 ~ B•-~ I o _ 997.3 LOT 23_ x- X B 1 9 281 SQ: Fj~.,-- B-2 2.:W ACRES X 994.9 B-3 n LOT ~4