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HomeMy WebLinkAbout026-1126-46-000 (2) Wi~con Department of Industry, SOIL A N Q SITE EVALUATION S EI$T Page 1 of 3 La~or at Human Relations ~ Division of Safety & Buildings in accord with ILHR 83.05, Wls Aom. Code 5 A- St. Croix Attach complete site plan on paper not less than 8 1 /2 x 11 inches in size. PI t in 'Q~ • PA L D. # not limited to vertical and horizontal reference point (BM), direction and % of ^ scab dimensioned, north arrow, and location and distance to nearest road. 1 DATE APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION o ~~ll s~ LP 4.~ RE BY o f PROPERTY OWNER: TY LOC QN'~ / 7 GO 4NWk ~11114 12 T 30 N,R 18 A (or) W CSM W PROPERTY OWNER':S MAILING ADDRESS LOT # EOR # 46 ,..r......,a t ~trd 1505 Hy. #65 CODE PHONE NUMBER ❑CITY ❑VILLAGE [TOWN NEAREST ROAD ReVtSkAicEhmond, WI. 5401$ (715 246-2320 Richmond 140th. st. [x] New Construction Use [ x]x Residential / Number of bedrooms 4 [ ] Addition to existing building I ] Replacement [ ] Public or commercial describe Code derived daily flow 600 gpd Recommended design loading rate __,7 bed, gpd/ft2J$_trench, gpd/ft2 Absorption area required 858 bed, ft2 750 trench, ft2 Maximum design loading rate . 7 bed, gpd/ft2 -trench, gpd/ft2 Recommended infiltration surface elevation( s) 97 80 ft (as referred to site plan benchmark) Additional design / site considerations na 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 LAS ❑ U COS ❑ U CAS ❑ U RI S ❑ U 0 S ❑ U ❑ S ~ U SOIL DESCRIPTION REPORT q atd S ( 2.C&6 A01 a Depth Dominant Color Mottles Structure Roots GPD/ft Boring # Horizon Texture Consistence BoL~dary Bed Trench in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-8 10yr2/2 none 1 2msbk mfr 2f .5 .6 y 2 8-16 10yr4/4 none sicl 2msbk mfr gw if .4 .5 Ground 3 F27-90 7.5yr4/4 none sl 2msbk mfr gw if .5 .6 elev. ml na na .7 .8 10 4 7.5yr4/6 none cos Osg -6 ft. Depth to limiting factor S(• +90" Remarks: Boring # 5 .6 S 1 0-10 10yr2/2 none 1 2msbk mfr gw 2f . 2 10-22 10yr4/4 none sicl 2msbk mfr gw if .4 .5 3 22-44 7.5yr4/4 none sl 2msbk mfr gw if .5 .6 .S Ground ml na na .7 .8 elev. 4 44-96 7.5yr4/4 none co s Osg 102.3_ ft. Depth to limiting p factor +96" Remarks: CST Name:--Please Print Gary L. Steel Phone: 715-246-6200 Address: 1554 200th. Ave. New Richmond WI 54Q17 Signature: 1 Date: 6-16-2000 CST Number: m02298 PROPERTYOWNER Derrick Const. Inc. SOIL DESCRIPTION REPORT Pages of PARCEL I.D. # pending i~ Boring # Horizon Depth Dominant Color Mottles Structure GPD/f 9 Texture Consistence Boxy Roots . in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trer& 1 -8 10 r3/3 none 1 2msbk mfr w 2f .5 .6 -S 3 2 -23 10y r4/4 none sicl 2msbk mfr gw if .4 .5 Ground 3 3-38 7.5yr4/4 none si 2msbk mfr gw if .5 .6 elev. , s 101.6 ft. 4 8-90 7.5yr4/6 none co s Osg mi na na .7 .8 Depth to limiting factor FT Remarks: Boring # 1 -10 10yr2/2 none 1 2msbk mfr cs 2f .5 .6 .S << 4 2 0-24 10yr4/4 none sicl 2msbk mfr gw if .4 ` .5 3 4-40 7.5yr4/4 none is Osg mvfr gw na .7 .8 Ground elev. 4 0-86 7.5yr4/6 none co s Osg ml na na .7 .8 101.8 ft. , Depth to limiting factor +86" Remarks: Boring # 1 -10 10yr2/2 none 1 2msbk mfr cs 2f .5 .6 ,S 5 2 0-23 10yr4/4 none sicl 2msbk mfr gw if .4 .5 3 3-33 7.5yr4/4 none is Osg mvfr gw na .7 .8 Ground elev. 4 3-86 7./5yr4/6 none co s Osg ml na na .7 ! .8 # 101.2ft. s- Depth to limiting factor +86" 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 SANA S12-T30N-R18w New Richmond, WI 54017 MPRSW-3254 town of Richmond (715) 246-6200 lot #46-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 shohm as permnent lot lines were not established at the time the teat was conducted. 1"=40' op of 1" pvc pipe C el. l. 0 ~L t. BM. top of 1" pvc pipe C el. 101.20' t to Gary L. Steel 6-16-2000 'X 973.2 9 .9 x 75. BLOG• 975..3.- a s2X 89.1 9g8 - X991 6 6 .T -1 ° ° AC Eq X $ • 2 0B j 86481 SQ.FT. 8475$4°. , •.B - - © 1.9 ACRES ACRES x -4 3 ° 991.4 B-1 / 3990. •OB- © ° • B B_2 E3 -`fir; 1922 SQ.FT. i B O E. x.50 ACRES L~ B-3 00 B-4 looe 83. kOT- 46 x ~ ~ "oo \ 115124 SQ.FT. 97a 1 x 3q- 2.64 ACRES x s \ B- ~~4.4 x0 _ x xr- ;ES • . ~ - 995.8 ~i~ry \ 9 39 v 9 0.6 a4 ♦ \ y oo \ 7 Q. 9 B-2 99 . 25 YEAR H_w_E_ '>j \ 985.7 N'~ ~ \ • B l xO - • o B_3 y - 9+0 10 1 t+ 99 -2 9 x „ 95 \ ~3 1 l 997.3 aN 989. x ko •-!5\ SQ. ORES 917.1\ )5.2 995,2 8.5 i 74 T. LOT 3 1.47 7-7-1% elm X94