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Home My WebLink About018-2019-37-000 (2) ; n SOIL EVALUATION REPORT #1874 Department of Commerce in accordance with Comm 85, Wis. Adm. C 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. O( /~1 ~~g -3-) , (J 6U I Please print all inform Review d By Date/ Personal information you provide may be u ~ ssees (Priva Law, s. 15.04 (1) (m)). Ct b Property Owner Property Location Rolling Hills Of Hammond LLC. 9 2 06 Govt. Lot na NE1A, SW1A, S29, T29N, R17W Property Owner's Mailing Address QVN~Y of # Block # Subd. Name or CSM# 400 2nd st O~XC 37 na Rolling Hills Farm 3&-3 P104 -rmy City State p Co Phone r ❑ City ❑ Village ❑ Town Nearest Road Hudson WI 715-386-0230 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 100.10 based on contour line elevation 99.60ft. Minimum of 6 inches of and recommendations: ASTM C33 mound sand. F 1-1 Boring # ❑ Boring ❑ Pit Ground surface elev. 99.75 ft. Depth to limiting factor 23 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 0-12 10yr3/1 none sil 2msbk mfr Cs 1vf .6 .8 2 12-23 10yr4/4 none Sid 2msbk mfr gw na .4 .6 3 23-30 10yr4/4 f1d 7.5yr5/6 Sid 2msbk mfr Cs na .4 .6 4 30-50 10yr6/6 c2d 7.5yr5/6 scl om na na na .0 .0 Boring # ❑ Boring ❑ Pit Ground surface elev. 99.75 ft. Depth to limiting factor 96 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 0-15 10yr3/1 none sil 2msbk mfr Cs 1vf .6 .8 2 15-24 10yr4/4 none Sid 2msbk mfr gw na .4 .6 3 24-77 10yr7/8 none sl/Is om na Cs na .2 .6 4 77-96 10yr6/6 none Is osg mvfr na na .7 1.6 --T-T I F- 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) - / ❑ 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) Property Owner Rolling Hills Of Hammond LLC. Parcel ID # Pending Page 2 of 3 Fi-] Boring # ❑ Boring ❑ Pit Ground surface elev. 97.25 ft. Depth to limiting factor 28 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 0-11 10yr3/1 none sil 2msbk mfr cs 1Vf .6 .8 2 11-22 10yr4/4 none Sid 2msbk mfr gw 1vf .4 .6 3 22-28 10yr4/4 none scl 2msbk mfr cs na .4 .6 4 28-48 5yr4/4 c2d 7.5Yr5/6 scl om na na na .0 .0 Boring # ❑ Boring g Ground surface ft. Depth to limiting factor in. ❑ ❑ Pit d su ace elev. 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 ❑ 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 * 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 994 200th 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 37 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. 99.80 ft Top of 3/4" pvc pipe 0 Borings Boring Elevations BI = 99.75 ft B2 = 99.75 ft B3 = 97.25 ft B4 = 0.00 ft i ~V "of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix a#afnd lding Division INSPECTION REPORT Sanitary Permit No: 499134 0 GENERAL INFORMATION (ATTACH TO PERMIT) 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/ (7 Rollin Hills of Hammond LLC Hammond, Town of CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: 8) GAT A Al T992 .47.1 1- TANK INFORMATION ELEVATION DATA Z TYPE MANUFACTURER ~5s CAPACITY STATION BS HI FS ELEV. Septic EiSvK. Benchmark f. I ~G 7•~ t'QlS • y Dosing pSn 3 ' Alt. BM Aeration Bldg. Sewer '7. 4,19 Holding S Ht Inlet .Q 1.0 w_vm &9D TANK SETBACK INFORMATION St/Ht Outlet ,,d , ~{•D 75- $ TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom a + 25 f' 020L Zb -iy Dosing Z, 1,35 1 ~q 1 35 1 Header/Man. 14 Zb /,j , (o Aeration Dist. Pipe 2'5 166, SS Holding Bot. System x.75 146.05- Final Grade PUMP/SIPHON INFORMATION Manufacturer Demand St over n t / A 8~/l,L_R7S GPM L"N~`~ 6 tom. y~l `Is 7 Model Number T w ~o ~IZ~J Cow~a~r~ 5.~ 9 r- TDH Lift Friction Loss System Head TDH Ft /d Z . c7 6 0 6 ~arGa.w 1 Forcemain Length , Dia. Dist. to Well Ga cc,~er is• s ~g • 3 216 z /35 4J SOIL ABSORPTION SYSTEM p ~~p BEDITRENCH Width / Length No. Of Trench PIT DIMENSIONS No. Of Pits Liquid Depth DIMENSIONS 5f- SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: CHAMBER OR INFORMATION Type Of,System: 3~ . /40 ~Il UNIT Model Number. ` OJ DISTRIBUTION SYSTEM r A ;Ft; r,,(~' 0• V. 9.~ Header/Manifold r Distribution ltd I x Hole Size/ / x Hole Spacing Ve t to Air Intake Iv, Pipe(s) tJS Length Dia Z Length Dia /Z Spacing g ZZ G aJ w~ SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of 1xx Seeded/Sodd xx Mulched Bed/Trench Center Bed/Trench Edges \ Topsoil 1~ ® No Yes No Yes COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: f / Z / I pectin #2:/~ 7 Ties 2 . 445 - Location: 163rd Street Hammond, WI 54015 (NW 1/4 SE 1/4 29 T29N R oiling Hills of Ha nd Lo: 1.) Alt BM Description = C a5 5u' L:T PV 2.) Bldg sewer length ~8 CC,; 7CX- amount of cover ' . Plan revision Required? ❑ Yes ® No Use other side for additional information. SBD 6710 (R.3/97) Date Insepctoes Signature Cert. No.