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HomeMy WebLinkAbout026-1126-28-000 (2) Wisconsin Department of Industry, SOIL AND SITE E V A L U AT Il0 'R~ P Page 1 of 3 Labor and Human Relations 11 ~ Division of Safety 8 Buildings in accord with ILHR 83.05, /tltlm. ode 'C NTY e, but Attach complete site plan on paper not less than 8 1/2 x 11 inches in size., must il"; Croix not limited to vertical and horizontal reference point (BM), direction and %'o ope, scale or L I.D. # 0 dimensioned, north arrow, and location and distance to nearest road. b~ t 1 2040 6 R.2,~-CI-2-Y-tt o- rao~x ED BY DATE APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATIO 'QC,vN?'f F PROPERTY OWNER: TY TI ON , 1/4,S T AR 18 R(or) W Derrick Const., Inc. GI 12 PROPERTY OWNERS MAILING ADDRESS LOT # D. NAME OR CSM # 1505 Hy. #65 28 na CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE SOWN NEAREST ROAD New Richmond, WI. 54017 1715) 246-2320 Richmond 140th St. [x] New Construction Use [x ] Residential / Number of bedrooms 4 [ ] Addition to existing building Replacement ( ] Public or commercial describe Code derived daily flow 600 gpd Recommended design loading rate .5 bed, gpd/0.6 trench, gpd/ft2 Absorption area required 1200 bed, ft2 100 h, It Max'mum design loading rate .5 bed, gpd/ft2 .6 trench, gpd/ft2 Recommended infiltration surface elevation(s) 95.80 ( referred to site zplan benchmark) Additional design / site considerations na A 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 ® S ❑ U ❑6 ❑ U EIS ❑ U ®S ❑ U ❑ S 5 U ❑ S @ U SOIL DESCRIPTION REPORT T 1, Zrst'~ Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 2 12-20 10 r 4/4 n Ground 3 20-84 7.5 r 4/4 none is os ~ elev. - z 99.7 ft. Depth to limiting , factor gs.~ +84" Remarks: Boring # 1 0-11 10 r 3/3 none 1 2msbk mfr cs if .5 .6 .`.'....2....:~` 2 11-24 10 r 4/4 none sicl 2msbk mfr Ground 3 24-56 7.5 r 4/4 elev. 99.3ft. 4 56-84 7.5 r 4 Depth to limiting factor +84" Remarks: CST Name:--Please Print Gary L. Steel Phone: 715-246-6200 Address: 1554 200th. A New Rich nd WI 54017 Signature: -15 W Date: 6-20-2000 CST Number: m02298 PROPERTYOWNER Derrick Const.. Inc. SOIL DESCRIPTION REPORT Page 2 of 3 PARCEL I.D. # Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bou day Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Tw& 3. 1 0-10 10 r 3/3 none 1 2msbk mfr if .5 .6 .S® 2 10-25 10 r 4/4 none sicl 2msbk mfr if .4 .5 Ground 25-84 7.5yr 4/6 n sl is 2msbk mvfr na na .5 .6 elev. 99.7 ft. Depth to limiting factor gz Remarks: Boring # 1 0-14 10 r 3/3 none 1 2msbk mfr if .5 .6 A 2 14-24 10 r 4/4 none sicl 2msbk mfr if .4 .5 • Ground 3 24-84 7.5 r 4/6 none sl is 2msbk mvfr na na .5 .6 elev. 99.6 ft. Depth to limiting factor +84" Remarks: Boring # 1 0-10 10 r 3 3 none 1 2msbk mfr cs if .5 .6 u~::i:i:?•iiiiiiii:'v 5 2 10-23 10 r 4/4 none sicl 2msbk mfr 9w if .4 .5 Ground 3 23-60 7.5 r 4/4 none cos/s]. _2msbk mvfr na .5 .6 elev. 4 60-84 7.5 r 4/6 none fs/sl 2msbk mvfr na na . 5 .6 •5~ 99.8 ft. Depth to limiting factor +84, Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD-8330(8.05/92) . STEEL'S SOIL SERVICE Gary L. Steel Derrick Construction, Inc. 1554 200th Ave. CSTM2298 SE NW'j S12-T30N-R18w New Richmond, WI 54017 MPRSW-3254 town of Richmond (715) 246-6200 lot #28-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 lines were not established at the time the test was conducted. i-1=40' = top oft" pvc pipe C el. 10O.W' = top of 1" pvc pipe el. 100.25' 'ell a~ Gary L. Steel 6-20-2000 dO0 995.2 88544 SQJ. 1. ~ .03 ACRES r 1863 SQ. FT. ' 9x 7 T 5 B_ • X98\ sss.~ ES -3 B-1 \ 25 YEAR H.W:E. ✓~~3930 SQ. FT. \ • 96 19 ACRES B-4 993.7 LIMITS OF YbR E EASEMENT Esmt, B-4 • B-5 X p 994.1 O B-3 _ 27 LOT 22 B-2 94.5 O o~ 87293 SQ.FT. B 1 x° SQ.FT. ~ 2 DES 2.00 ACRES 996 -c 00 / B-4* X ~ B-3 997.5 B72 O• B-4 ~ 9.8 B-5 • 998 LO 28 B-3 84924 SQ.FT. -1.95 ACRES LOT 20 i 85765 SQ.FT. B-1 • 1.97 ACRES B-5 o LOT X X 999.2 B-2 B • 80020 SQ:FT. 9~'3•\ ©BO3 X 998.6 1.84 ACRES BO4 B-5 ox I f ~98 8 12' U411ty Easement o PROPOSED TOWN ROAD o ~ o \ x 999.5 NOTE: The parcel(s) shown on this map is/are subject to State, County and Township laws, rules and regulations ( i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel, contact the St. Croix County Zoning Office and the appropriate Town Board for advice. CONTOURS ARE SHOWN AT 2 FOOT INTERVALS. ELEVATIONS ARE BASED ON AN ASSUMED DATUM. Building HIGH WATER ELEVATION FOR PONDS ARE CALCULATED FOR A 25 YEAR STORM EVENT. (100' fron (75' from DRAINAGE EASEMENT RESTRICTIONS: NO GRADING OR CONSTRUCTION WITHIN DRAINAGE EASEMENTS. I hereby certify that this map was prepared by me or under my PRELIMINAR' direct supervision, that it Is true and correct to the best of my t00 knowledge and that I am a duly Registered Land Surveyor under the laws of the State of Whaonsin. = CONCEPT Prenarad for and at the re