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Home My WebLink About018-2019-36-000 (2) r #1878 Visconsin SOIL EVALUATION REPORT P A " Department of Commerce in accordance with Comm 85, Wis. Adm. cod Page 1 of 3 Division of Safety and Buildings Steel's Soil Service Attach complete site plan on paper not less than 8'%x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Please print all information. Revie ed Date Personal information you provide may be us ~?!I©✓acy La , s. 15.04 (1) (m)). S Property Owner operty Location Rolling Hills Of Hammond LLC. 006 G vt. Lot na NE1/4, SW1/4, S29, T29N, R17W Property Owner's Mailing Address JUL- L # Block # Subd. Name or CSM# / 400 2nd st 0UNTY 36 na Rolling Hills Farm 3(o-3 City State Zip ode one Number City ❑ Village ❑ Town Nearest Road Hudson WI 54 5-386-0230 Hammond 160Th St ❑ New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: na Parent material Silty sediment and underlying reddish sandy loam till Flood plain elevation, if applicable na ft. General comments Mound design, system elevation 101.16ft based on contour line elevation 99.75ft. Minimum of 17 inches and recommendations: of ASTM C33 mound sand. F 1-1 Boring # ❑ Boring ❑ Pit Ground surface elev. 99.85 ft. Depth to limiting factor 19 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/1 none sil 2msbk mfr cs if .6 .8 2 10-19 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 19-48 10yr4/4 c2d 7.5yr5/6 sl/scl om mfr na na .0 .0 Boring # ❑ Boring ❑ Pit Ground surface elev. 98.85 ft. Depth to limiting factor 19 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-12 10yr3/1 none sil 2msbk mfr cs if .6 .8 2 12-19 10yr4/4 none sicl 2msbk mfr gw na .4 .6 3 19-29 10yr4/4 c1d 7.5yr5/6 sicl 2msbk mfr gw na .4 .6 F, 4 29-48 10yr6/6 c2d 7.5yr5/6 IS/S1 om na na na 2 6 Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 < 30 mg/L and TSS S.30 mg/L CST Name (Please Print) Signature: CST Number David J. Steel 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 6/12/2006 715-760-0347 SBD-8330 (R.07/00) t . Property Owner Rolling Hills Of Hammond LLC. Parcel ID # Pending Page 2 of 3 ~ Boring # ❑ Boring Pit Ground surface elev. 99.85 ft. Depth to limiting factor 22 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 •Eff#2 1 0-14 10yr3/1 none sil 2msbk mfr cs ivf .6 .8 2 14-22 10yr4/4 none sicl 2msbk mfr gw na .4 .6 3 22-29 10yr4/4 c2d 7.5yr5/6 scl om mfr gw na .0 .0 4 29-41 10yr6/6 c2d 7.5yr5/6 Is osg mvfr gw na .7 1.6 5 41-58 10yr7/8 c2d 7.5yr5/6 sc om na na na .0 .0 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor 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 ❑ Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 III * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L ' Effluent #2 = BOD5 < 30 mg/L and TSS <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. SBD-8330 (R.07/00) Steel's Soil Service STEEL'S SOIL SERVICE 3 of 3 David J. Steel Rolling Hills Of Hammond LLC 994200 th St. CST-POWTSM NE1/4,SW1/4,S29,T28N,R17W Baldwin, WI 54002 Lic. #248956 Town of Hammond, St Croix Co. Direct 715-760-0347 Rolling Hills Farm Lot 36 Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N 1" = 40' = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.15 ft Top of 3/4" pvc pipe ❑ = Borings Boring Elevations B1 = 99.85 ft B2 = 99.85 ft C19- 1 = 98.05 B4 = 0.00 f~~ 1_~ N ft ' t ij 11' , x : f carne V f 4 li@ i 'D'epartment of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix „afety dnd Building Division _ INSPECTION REPORT 1 Sanitary Permit No: 499134 0 GENERAL INFORMATION (ATTACH TO PERMIT) l,67-r3b State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No:O•/ d Rollin Hills of Hammond LLC Hammond, Town of ( G CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: B I GAT -29,29.47.4 Al TANK INFORMATION ELEVATION DATA Z TYPE MANUFACTURER 55 CAPACITY STATION BS HI FS ELEV. ti Septic Iq Benchmark Dosing Sn .g ~ Alt. BM z 15 6b Aeration Bldg. Sewer Holding S Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet $ TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic / / Dt Bottom a + 2S 'f" o~oZ Za Sy Dosing Z I ,351 15 / Header/Man. / 9q 4. zb Aeration Dist. Pipe L . 2 5 SS Holding Bot. System *7 /Od . 6S Final Grade PUMP/SIPHON INFORMATION Manufacturer Demand St over 6ul,l..it7s GPM fi~ G~►rc•~. dt 6 w `1 95. 7 Model Number W ~0~'iz{~ ~ow~auT' S•T~1 ~l• TDH Li I Friction Loss System Head TDH Ft T. P / 5 /d Z • 5 Forcemain Length Dia. 11 Dist. to Well i 2f6 z 135 ccrc>er is.s ~g . 3 SOIL ABSORPTION SYSTEM p BED/TRENCH Width / Length No. Of Trench PIT DIMENSIONS No. Of Pits IliquuidDepth DIMENSIONS D 1/ / • _ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer. INFORMATION CHAMBER OR Type Of,$ystem: 3~ , u I 7 /to r UNIT Model Number. yl T 0j DISTRIBUTION SYSTEM r T A C t w(~' 0• k4 9•~ Header/Manifold r Distribution ltd I N x Hole Size/ / x Hole Spacing „ Vept to Air Intake Length 4 Dia Z Le gth Dia /Z Spacing J g ZZ "G'_aIAJ SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges \ Topsoil C4,-• ® Yes No Yes [M No COMMENTS:] (in lude code discrepencies, persons present, etc.) Inspection #1: f / Z / I pection #2:16 Location: -p~w7dtfig 163rd Street Hammond, WI 54015 (NW 1/4 SE 1/4 29 T29N R olling Hills of Ha nd Lot 38 ParcelrNo: 2 . . .445 - 1.) Alt BM Description = C ~ A )t'-45 r~ujQ~ ;5; p A- t-p f' 2.) Bldg sewer length = 18.+' _ _d dC~ - amount of cover = YDQ o0 O v~~ sCQ. p I a FC Plan revision Required? M Yes FE-] No Use other side for additional information. SBD 6710 (R.3/97) Date Insepctor's Signature Cert. No.