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HomeMy WebLinkAbout018-1078-35-100 v NVconsin SOIL EVALUATION REPORT PAID #2118 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Steel's Soil Service Attach complete site plan on paper not less than 8'h 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. arcel I. , Please print all information. , 'Re ' wed Date Personal information you provide may be used for r sec (Privacy Law, s. 15.04 (1) (m)). Property Owner ►~f1t S Property Location r Vanroekel Dairy LLC l~ tt Y Govt. Lot na NE1/4, SE1/4, S35, T29N, R17W Property Owner's Mailing Address t # Block # Subd. Name or CSM 640 200th St Ty 1 ) na C S M ~yu,l, , ~I2 ; f t!~: City State Zip C G 0~ City Village Town Nearest R &d Baldwin WI 54017 715-684-3139 Hammond 200Th St New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: na Parent material Sream terraces and outwash plains underlain sandstone Flood plain elevation, if applicable na ft. General comments At Grade design, system elevation 99.90ft based on contour line 99.90ft and recommendations: 41 4 _X-1Z I i Boring 1 " Boring # Pit Ground surface elev. 99.90 ft. Depth to limiting factor _ 60 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. I *Eff#1 *Eff#2 1 0-10 10yr3/1 none sil 2msbk mfr cs 2c 0.6 0.8 2 10-25 10yr4/4 none sicl 2msbk dfr cs 1c 0.4 0.6 3 25-60 7.5yr 4/4 none grsl om mfr cs na .2 .6 4 60-84 10yr4/4 none scl om mfr cs na .0 .0 5 84 10yr8/2 c2d 7.5yr5/6 andstom residum mvfr na na .0 .0 Boring Boring # 2 Pit Ground surface elev. 99.90 ft. Depth to limiting factor 72 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistenc 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 2c 0.6 0.8 2 10-28 10yr4/4 none sicl 2msbk dfr cs lc 0.4 0.6 3 28-72 7.5yr4/4 none grsl om mfr cs na .2 .6 4 72 10yr8/2 c2d 7.5yr5/6 ;andstoni residum mvfr naw na .0 .0 ' Effluent #1 = BODS> 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) Signatu CST Number David J. Steel °T• ``?-~-1J 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 1699 150th St New Richmond, WI 54017 7/31/2009 715-760-0347 SBD-8330 (R.07/00) Property Owner Vanroekel Dairy LLC Parcel ID # Page 2 of 3 Boring F3 Boring # pit Ground surface elev. 99.00 ft. Depth to limiting factor 60 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 0-23 10yr3/1 none sil 2msbk mfr cs 2c 0.6 0.8 2 23-60 7.5yr4/4 none grcos 2msbk dfr cs 1c 0.7 1.6 3 60 10yr8/2 c2d 7.5Y r5/6 andston om mfr cs na .0 .0 Boring F-1 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 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 I *Eff#2 Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 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 Vanroekel Dairy LLC 1699 150th St. CST-POWTSM NEl/4,SE1/4,S35,T29N,R18W New Richmond, WI 54017 Lic. #248956 Town of Hammond, St. Croix Co. Direct 715-760-0347 CSM Lot 1 Fax 715-246-0318 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 El 100.00 ft Top of 3/4" pvc pipe Borings Boring Elevations B1= 99.90 ft `IT~? B2 = 99.90 ft B3 = 99.00 ft 4- - B4 = 0.00 ft VIC j ~~c dE ~ E r c~ f z i 30- C O 61 C 0 O CD 7 C1 3 <D Cf '6 3 d CD I 3 ~ y ~ 11 o o a o o c w w U' ° `C • o m m CD c`n 3 K) ro m m CD OD N fl. ~ ~ N ~ O > > N A ~ ,^R3 ~i c ~O 3 a a O ft~ W r Z D a N ems. CD e:a D N n `C (D co o o rn a a 0 -3, o o CD ° L z (0 \ \ N 0 -.4 0 0 =r 3 o c O O O fD•~ ! a C D co j N N y N o o v v N y M d D - U N m I N'I,I~ N D D 3 O N fn O Q CD N ryl, 0 CD Y (D CL N f C~ N ~f fD 7 N N Z CD 3 N ~a 2 CL ? O i Z N n c m Z m 1 3 a N °o cn 3 m -4 CD N Z 0 N o ~ i Q O a n CC N CD G c Qc-? G fl (n ~J Q C- 0 c y 3 p ti 4A i a C o a h ~ O CL is N 0) Cb ° b C v O. I CD D~0 Oe 69 CD a ~ ya RELLIVLu IIVIIIJill '`~IIIIIII{1111{III111111u11111 FEB ' 8 ~ * 4 9 7 7 2 ST. CROIX COUNTY 904927 BETH PABST SUFtVEY0+ S RzC~CrRD REGISTER OF DEEDS ST. wI CERTI FI E13 SURVEY MAP RE CEIVEDIFORORECORD LOCATED IN PART OF THE NE1/4 OF THE SE1/4 OF 10/07/2009 09:35AM SECTION 35, T29N, R1 7W, TOWN OF HAMMOND, CERTIFIED SURVEY MAP ST. CROIX COUNTY, WISCONSIN. VOL: 24 PAGE: 5660 REC FEE: 13.00 OWNER LOT AREAS COPY FEE: 3.00 PAGES: DENNIS AND MARJORIE VAN ROEKEL 640 220TH STREET LOT 1 BALDWIN, WI 54002 4.91 ACRES INC. RAN 213,759 SQ. FT. HIGH WATER LINE ELEVATION (I- • A OF 1093.7 FEET IS SURVEYOR ESTABLISHED ALONG THE RUSH 4.46 ACRES EXC. R/W RIVER. HIGH WATER LINE J. ERICKSON MICHAEL 194,316 SQ. FT. INFORMATION WAS DISIGNED FOR NORTHLAND SURVEYING, INC. THE BRIDGE STRUCTURE BS%.115. P.O.BOX14 wp0 ROBERTS, WI 54023 ALUM NUM CAP ON THE E2 SOUTHEAST CORNER OF ABUT. O O GDHIP[~LaVVIE10D [bG1Cn~IDD ! I STRUCTURES-55A15- io9sas r .Z U W1/4 CORNER I w 25 SECTION 35 EAST - WEST 114 LINE ! I N89'371 WE E1/4 CORNER N89°37'1 3"E 688.82' I °C N _ 33.00' I SECTION 35 w w +17 ' 4599.16' O + 171.10' " - '517.72' (ELEVATION = 1097.43) m 6'= 655.82;.~ I 4 O v r 1A 15 LOW A 'AREA J775' ` ~i+ ✓~~~_J 4116 Z? h3' 331 N cc om-c 50.45 Q $89°37'13"W a• 50' ` I m W m C7 y H.W.L. w THE WISCONSIN DEPARTMENT OF 1093.7 H.W.L .I APPROXIMATE y -LOT 1 10w.7 I ~ NATURAL RESOURCES SET FLAGS ORDINARY HIGH WATER bl N LL AT THE ORDINARY HIGH WATER MARK w MARK THAT IS SHOWN. 75' SETBACK FROM ' •z J I r ORDINARY HIGH WATER MARK $ ®--I I DETAIL •.ti• - r r NOT TO SCALE cm) - N 220.94' . i • • M 4O' 83.5 w 253.84' - N j j s I Lu LOT 2 SHED i o a 1 C 16.10 ACRES INC. R/W VC w I 0 oa ~qq Z 701,394 SO. FT. t., I O :1 e ~Ji 3 I 15.54 ACRES EXC. R/W C~D g I (~1VR71llluur;t, m 676.954% LEGEND 0.NS Rid s ' ` I I p 1' STEEL SURVEY MARKER FOUND MICHAEL J. S ERICKSON I N; 0 2 318.O.D. IRON PIPE FOUND 50' I 1.O.D. IRON PIPE FOUND HUDSON W IS G ' 3/4" X 16' IRON REBAR SET WEIGHING ~,9 O~,' I I N o 1.50 LBS. PER LINEAR FOOT /G/O p 6, I M MASONRY NAIL SET W 655.81' 3300' I x-x EXISTING FENCELINE 8.5'± S89049'53"W 688.81' I 50' ROADWAY SETBACK LINE t SOUTH LINE OF THE NE1/4OFTHE SE1/4 I ~ SOIL TEST MG}pL~La44C~D [SLaMr. D~ ~ a ~ ~ SEPTIC VENTS I © SEPTIC CLEAN OUT SCALE IN FEET 7" = 200' 1 iia SE CORNER 200 0 200 SECTION 35 ffi tz~j 66' JOINT DRIVEWAY THIS INSTRUMENT DRAFTED BY MICHAEL ERICKSON LOO SAND BORROW PTT ` AREA %Rflt2 DATE 7-30-09 SHEET 1 OF 2 SHEETS Vol. 24 Page 5660 D ~rLL CERTIFIED SURVEY MAP ~e LOCATED IN PART OF THE NE1/4 OF THE SE1/4 OF SECTION 35, T29N, RI 7W, TOWN OF HAMMOND, ST. CROIX COUNTY, WISCONSIN. OWNER LOT AREAS DENNIS AND MARJORIE VAN ROEKEL 64THSTRE A, 5' LOT 1 LOT 2 BAL 002 2.14 ACRES INC. R/W 2.31 ACRES INC. R/W 93,190 SO. FT. 100,593 SO. FT. SURVEYOR 2.00 ACRES EXC. R/W 2.00 ACRES EXC. R/W MICHAEL J. ERICKSON 87,250 SQ. FT. 87,255 SO. FT. NORTHLAND SURVEYING, INC. P.O. BOX 14 U z ROBERTS, WI 54023 n~rr~n ~r F 22 ~UJKVLSLA\W-~ Ln, H L1 UO o U) W1/4 CORNER U ¢ O SECTION 35 EAST - WEST 1/4 LINE Z a Q N89°37'13"E N890371 3"E 688.82' E1/4 CORNER ¢ w U SECTION 35 w 171.10' p k 4.72' w w " 4599.18' 3k G U LOT 1 33.00' (ELEVATION = 1097.43') _ m b IAN A 655.82 17.72W = ETBACK FROM 0 a 0 OARV HIGH WATER* B3E C5 O o-~ II 1(~II II 4r MARK c01 N I co z 8 Z ` 150 S~,~S89°37"W 517.72' s ~ 3' 33 i- :3 u) 6' 484.72-1 t w a w ¢ 334.27' ' co w co C'S 367.2' - 33.00' w THE WISCONSIN DEPARTMENT OF APPROXIMATE as LOT x NATURAL RESOURCES SET FLAGS ORDINARY HIGH WATER 9 0~a I LLO AT THE ORDINARY HIGH WATER MARK W MARK THAT IS SHOWN. a NRit,FR~$ N z i 75' SETBACK FROM r- II ORDINARY HIGH WATER \w7 v° Q ' r k? j MARK cq j o) Lu 3."o (C.) 785' z L J h ` Q n Q Z Z r 1.. N m < 183 70' r'"so• {W11 j O m S8 215'12" O W r 33;00' co DETAIL T cf) I I al o I w N; CSI W 0 io 3: c) N SHED 2 I L zo.a• _ . a 11 CF O c: 5 11 9 I n 3].Y O O O W o t ~i O O Nli Ci r d. Z O cs ° LOT 3 co ~I 16.56 ACRES INC. R/W N °o J 721,370 SQ. FT. I LEGEND 16.00 ACRES EXC. R /W p 1" STEEL SURVEY MARKER FOUND 696,764 SQ. FT. 2 3/8" O.D. IRON PIPE FOUND 111 O.D. IRON PIPE FOUND D 3/4" X 18" IRON REBAR SET WEIGHING 1.50 LBS. PER LINEAR FOOT 8 ' I x--x EXISTING FENCELINE 33:00' 655.81' - • • 60' ROADWAY SETBACK LINE S89°49'53"W 688.81' A SOIL TEST SOUTH LINE OF THE NE1 /4 OF THE SE1/4 v 0 66'JOINT DRIVEWAY r~ CD a v - N O M p ~ O SE CORNER SECTION 35 SCALE IN FEET 1" = 200' THIS INSTRUMENT DRAFTED BY MICHAEL ERICKSON JOB NO. 09-46 DATE 7-30-09 SHEET 1 OF 2 SHEETS 200 0 200