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Home My WebLink About030-2111-10-000 (2) ~gtafty~ ; Department of #1702 SOIL EVALUATION REPORT S P = Safety and i~ accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Professional Services Schmitt Soil Testing, Inc. County Attach complete site plan on paper not k"k than 8%2 x.1 inches in size. Plan must St. Croix include, but not limited to: vertical an+zontal r point (BM), direction and percent slope, scale or dimensions, ndtth arrow, ern cati ( on sand distance to nearest road. Pr 0-2111-10-000 Please print 1(l,fnformatl(1St d DPersonal information you provide may be used for seoe 4c purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner -R Property Location Hotter, Todd J & Anna K Govt. Lot SW1/4, SWIM, S6, T29N, R19W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 919 9th St. 13 Deer Haven City State Zip Code Phone Number ❑ City village FA Town Nearest Road Hudson Wt 54016 651-325-7951 St.Joseph Buck Run E New Construction Use: Z Residential / Number of bedrooms 5 Code derived design flow rate 750 GPD Replacement ❑ Public or commercial - Describe: Parent material Outwash Sand (Onamia-Antigo Series) Flood plain elevation, if applicable NA ft. General comments Area Is suitable for a conventional system with a 0.7 /sgft rate, Possible system elevation for Area 1 is T1=96.70', T2=95.10', and recommendations: T3=93.50', T4=91.2', T5=89.6', T6=88.1'. Slope of area is 17%. a Boring # U Boring :j Pit Ground surface elev. 99.68 ft. Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/3 none grsl 2mgr mvfr as 2vf 0.6 1.0 2 10-15 10yr4/6 none vgrsl 2msbk mvfr gw 1vf 0.6 1.0 3 15-29 10yr5/4 none gris Osg ml 4gw 1vf 0.7 1.6 4 29-45 10yr5/6 none s Osg ml 0.7 1.6 5 45-96 10yr6/4 none s Osg ml 0.7 1.6 2 ] F Z Boring # ❑ Boring Pit Ground surface elev. 99.68 ft. Depth to limiting factor 95+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-7 10yr3/2 none sl 2msbk mvfr as 2vf 0.6 1.0 2 7-17 7.5yr4/6 none grsl 2msbk mfr gw lm,lvf 0.6 1.0 3 17-39 10yr5/6 none grcos Osg ml cs 0.7 1.6 4 39-95 10yr6/4 none s Osg ml 0.7 1.6 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 <30 mg/L and TSS <_30 mg/L CST Name (Please Print) Signatur : CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 11/21/2012 715-760-1978 SBD-8330 (R.07100) Property Owner Holter, Todd 3 & Anna K Parcel ID # 030-2111-10-000 Page 2 of 3 Boring 1-31 Boring # Pit Ground surface elev. 96.48 ft. Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/3 none sl 2mgr mvfr as 2vf 0.6 1.0 2 9-18 10yr4/4 none grsl 2msbk mfr gw 1vf 0.6 1.0 3 18-27 7.5yr5/6 none gris Osg ml gw 0.7 1.6 4 27-50 10yr6/4 none cos Osg Ml CS 0.7 1.6 5 50-96 10yr6/4 none s Osg ml 0.7 1.6 Boring F4 Boring # Pit Ground surface elev. 91.48 ft. Depth to limiting factor 98+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fts in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/2 none grsl 2mgr mvfr as 2m,2vf 0.6 1.0 2 9-20 10yr4/4 none sicl 2msbk mfr gw im,2f 0.4 0.6 3 20-30 10yr4/6 none grsl 2msbk mfr gw ivf 0.6 1.0 4 30-46 10yr5/6 none gris Osg Ml Cs 0.7 1.6 5 46-98 10yr6/4 none s Osg ml 0.7 1.6 Boring 5 Boring # pit Ground surface elev. 93.38 ft. Depth to limiting factor 98+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDKt2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Etf#2 1 0-7 10yr3/3 none sl 2mgr mvfr as 1m,2f 0.6 1.0 2 7-20 10yr4/4 none sil 2msbk mfr gw lvf 0.6 0.8 3 20-31 7.5yr5/6 none gris Osg ml gw 1vf 0.7 1.6 4 31-98 10yr5/6 none grcos Osg ml 0.7 1.6 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS a 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SB134330 (R,07/00) Schmitt Soil Testing, Inc. Page 3 of 3 Conducted by: Conducted For: Schmitt Soil Testing, Inc. Name: Todd J & Anna K Holter Thomas J. Schmitt, CST 227429 Address: 919 9th St. 1595 72nd St. City, State, Zip: Hudson, WI 54016 New Richmond, WI 54017 Phone: 715-7 0-1978 PID: 030-2111-10-000 siynauue Lot No. 13 Deer Haven Date Legal Description: SWi/4 SW1/4 S6 T29N R19W ■ Backhoe Pit Township, County: St. Joseph, St. Croix County A Bench Mark 1 El. 100.00' Top of 2' pvc pipe. A Bench Mark 2 El. 101.34' Top of 2" pvc pipe Gk RUAI Slope= 17% 1"=40' 131=99.68' ~v B2=99.68' B3=96.48' B4=91.48' B5=93.38' ~3r1'3 Primary Area T1=96.7' T2=95.1' T3=93.5' a N Alternate Area T4=91.2' i T5=89.6' T6=88.1' ~ QZ Il ~ (}0 / Wiscon Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 Laboilar Human Relations DivisionZisafety & 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 St. Croix not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # jj / dimensioned, north arrow, and location and distance to nearest road. 030- APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION WE BY DATE 1 ti I 9 PROPERTY OWNER: ` PROPERTY LOCATION L~ GOVT. LOT SW 1/4 SW 1/4,S6 T 29 ,N,R 19 -k(or) W PROPERTY OWNERS MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # 1129 30th. St. 13 na Deer Haven CITY, STATE ZIP CODE PHONE NUMBER ❑CITY [-]VILLAGE [rOWN T REST ROAD Hudson, WI. 54016 (715) 381-5264 St. Jose h 30th. St. [x] New Construction Use 1:4 Residential / Number of bedrooms 4 [ ] Addition to existing building j ] Replacement [ ] Public or commercial describe ja~)tZ 4v ")(c Code derived daily flow 600 gpd Recommended design loading rate _L7 bed, gpd/ft 8 rench, gpd/ft2 Absorption area required 857 bed, ft2 750 trench, ft2 Maximum design loading rate bed, gpd/_ ench, gpd/ft2 Recommended infiltration surface elevation(s) 93.30 ft (as referred to site plan ben hmark) Additional design /site considerations trenches 3.51 below surface spaced to code 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 as ❑ U ❑ S ® U aS ❑ U ❑ S ®U LAS ❑ U ❑ S ® U 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 Trench 1 0-12 10yr4/3 none sil 2msbk mfr cs 2f .5 .6 2 12-24 10yr4/4 none sil lcsbk mfr gw if .2 .3 Ground 3 124-84 7.5yr4/6 none ms sOg mvfr na na .7 .8 elev. 96 _ R ft. Depth to limiting factor +84„ Q 3b'~ Remarks: Boring # 1 10-10 10yr3/3 none sil 2msbk mfr gw 2f .5 `.6 ._.2..... 2 110-29 10yr4/4 none sil lcsbk mfr gw if .2 .3 3 29-84 7.5yr4/4 none is Osg mvfr na na .7 .8 Ground elev. ' 96.8 ft. AN y r Depth to limiting factor - s +84" i'Remarks: CST Name:--Please Print Gary L. Steel Phone: 715-246-6200 ~ % `r • / Address: 1554 200th. Ave., New Rich and WI 54017 ' Signature: Date: 7-25-98 CST Number: m02298 PROPERTYOWNER Daniel C. Davis SOIL DESCRIPTION REPORT Page 2 of 3 PARCEL I.D. # 030-1024-70 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 'GPD/ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench 1 0-12 10yr3/3 none sil 2msbk mfr gw 2f .5 .6 ..:...3..::.: 2 12-22 10yr4/4 none sil lcsbk mfr gw if .2 .3 Ground 3 22-42 1Oyr4/ 4 none sicl lcsbk mfr gw if .2 .3 elev. 94.5 ft. 4 42-84 7.5yr4/4 none ms Osg mvfr na na .7 .8 Depth to limiting factor +84" Remarks: Boring # 1 0-9 10yr4/3 none sil 2msbk mfr cs 2f 1.5 .6 4 2 9-18 10yr4/4 none sicl lcsbk mfr gw if 1.2 .3 Ground 3 18-84 7.5yr4/4 none ms Osg ml na na 1.7 .8 elev. 91.7_ ft. Depth to limiting factor Remarks: Boring # 1 0-12 10yr4/3 none sil 2msbk mfr cs 2f .5 .6 5 2 12-30 10yr4/4 none sil lcsbk mfr gw if .2 .3 3 30-80 7.5yr4/4 none is Osg mvfr na na .7 .8 Ground elev. 90.8 ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD-8330(8.05/92) ` w r STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 Daniel C. Davis New Richmond, WI 54017 MPRSW-3254 SW4Sw4 S6-T29N-x19w (715) 246-6200 town of St. Jospeh lot #13-Deer Haven 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. N 1"=40' BM.= nail in Boxelder tree @ el. 100' Alt. BM.= top of 2" pvc pipe el. 90.20' 10- '0 YY1 s V 5 ~ 1t 8 I A4 188' 30 130' a~ PA 527, 22,1~ Gary L. Steel 7-25-98 NUU"2 TU4 E 1 .50.00 - - 131,03( SO0'27'a4" W 50.00 i 4 6 9 , 9 - 420.26' -`-2(~.r60 / 310.48' 674.98' '32'56"W 674.98' MINA 43.29' TENS%N W.L. 914,0 u o' ~e ~'ba 2 3,460 ACRES 150,736 .SQ. FT. 13 Qi oo v L 14 Lo 4.254 ACRES ; 3 185,287 SQ.~ T. 3,010 ACRES It 131,113 SQ. FT. N s- 00 Ln N ACRES SQ, FT. /DRAINAG DETENSION L H.W.L. 888.0 ',4.94' 222.68' X529.22' S8 7*52~10/'E 1226,92' "SOUTH LINE OF THE SW1/4 UNPLA T __T _E_D ___L_A_ND SHEET Y OF 2 S