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HomeMy WebLinkAbout032-2018-95-010(2) , nsin �• e.. - SOIL EVALUATION REP 1 3 wisco Depa a Page of Division of Saf- rai C in accordance with Comm 85,Ws. Adm. Code SFuntY CC` ST.CROIX Attach complete site plan on paper not less than 81/2 x 11 inches in size.Plan must l Q include,but not limited to:vertical and horizontal reference point(BM),direction and p�, percent slope,scale or dimensions,north arrow,and location and distance to nearest roae t._ c�''ii # — sEN — Please print all information. , ,.,1 � D . �Personal information provide rrreY be used for secondary purposes(Privacy Law,s.15.04(1)(mp. r) /-7/(3 you Y Property Owner Property Location 0 a RICHARD HENRY JONK Govt.Lot —NW 1/4 NW 1/4 S 5 T 30 N R 19 Property Owner's Mailing Address L Block* Subd.Name or CSM# _ P.O.Box 480 2 l -- CSll�endin) City State Zip Code Phone Number ®Village Town Neaoad Somerset, 1 WI 1 54025 1 ( 651) 210-3521 SOMERSET 1 180th Avenue 2 New Construction Use Residential/Number of bedrooms NK Code derived design flow rate NK GPD ❑Replacement ❑ Public or commercial-Describe: Parent material sandy loam till Flood Plain elevation if applicable NA ft. General comments Conventional in-ground trenches—loading rate to be determined by designer or installer at time of construction. and recommendations: 1 Boring# 0 Bonng 4 78 Ground surface elev. `I1�5.04 ft. to limiting factor in. , Pit Depth _ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-19 7.5YR2.5/1 — 1 2f-ma&sbk ds ai 3vf-co 0.6 0.8 2 19-30 7.5YR3/3 - 1 2fabk ds cs 2vf-co 0.6 0.8 3 30-39 7.5YR4/4 — sl 2fsbk dsh cs 2vf-m 0.6 1.0 4 39-70 7.5YR3/4 — sl lf-msbk dsh _ lvf-co 0.4 0.7 Some gr.; few cobs. 2 Borin 80 g# 2 Pit Ground surface elev. $LLZ.& ft. Depth to fimfling facia m. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. "Eff#1 *Eff#2 1 0-16 7.5YR2.5/1 — I 2fa&sbk ds as 3vf-co 0.6 0.8 2 16-22 7.5YR3/3 — 1 2fsbk ds cs 2vf-co 0.6 0.8 3 22-30 7.5YR4/4 - 1 2f-mabk ds cs 2vf-m 0.6 0.8 4 30-50 7.5YR4/4 — sl 2fabk ds cs lvf-m 0.6 1.0 5 50-80 7.5YR3/4 — s Osg dI — — 0.7 1.6 Some gr,few cobs&stones;2 boulders. some moisture in very bottom of pit. *Effluent#1=BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=SOD,<30 mg/L and TSS<30 mg/L CST Name(Please Print) S. CST Number MARY JO HUPPERT,Hollister's Soil Testing&Design 224832 Address Date Eva Conducted Telephone Number W9875 690th Avenue, River Falls,WI 54022 08-28- 13 715-426-1755 C Docos.AL, rA 1 L Properly Owner, Parcel Richard Henry Parcel ID# (Pending)Lot 2 Page 2 3 aF 3 Bow# 0 Bering 84 li Pit Ground surfaceelev. Stiv�•f:0` ft. Depth to limfling factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Ef'f#2 1 0-12 7.5YR2.5/1 -- I 3f-mabk ds cs 3vf-co 0.6 0.8 2 12-20 7 5yR3/3 — 1 1 fpl ds cw 2vf-co 0.4 0.6 ' 3 20-48 7.5YR4/4 _ -- 1 2fabk dsh cw 2vf-co 0.6 0.8 4 48-54 7.5YR3/3 — s Osg dl cw 1vf-f 0.7 1.6 5 54-84 7.5YR3/4 — s Osg ml — — 0.7 1.6 Some gr. H Boring Boring# pg Ground surface elev. ft. Depth to limiting factor in. Sod Apphcation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPM in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *E1f#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/ft in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. "Eff#1 *Eff#2 *Effluent#1=BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<30 mg/L and TSS<30 mg/I. 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. SBD4330Test(R.07/00) ict4A Kt:35N i< TOP OF IRON PIPE 33 = EL &465.24 .A Oho , • \ .... -------.. ,,,,. -44//k„ c0 H0,4 TOP OF IRON PTP� ' �' = ELV85951 \ 78' t: EL, =864 860 r _47-t. •-;�;, ELV-862 T.Ni hiiihb. ,ir m 06 ': ELV=865 LOT 2_----870 c 0 Co Ov■ �0) N SCALE:1"=SO' 0 50 50 Parcel #: 032-2018-95-010 09/17/2013 08:23 AM PAGE 1 OF 1 Alt. Parcel#: 05.30.19.539A 032-TOWN OF SOMERSET Current 1X1 ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units 06/06/2007 00 0 Tax Address: Owner(s): 0=Current Owner, C=Current Co-Owner O-JONK, RICHARD HENRY (TRS) RICHARD HENRY (TRS)JONK PO BOX 480 SOMERSET WI 54025 Districts: SC=School SP=Special Property Address(es): *=Primary Type Dist# Description * 180TH AVE SC 5432 SCH DIST OF SOMERSET SP 1700 WITC Legal Description: Acres: 46.000 Plat: N/A-NOT AVAILABLE SEC 5 T3ON R19W 51A NW NW FRL EXC CSM Block/Condo Bldg: 22-5405 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 05-30N-19W NW NW Notes: Parcel History: Date Doc# Vol/Page Type 10/29/2012 966268 QC 09/04/2012 962813 WD 04/17/2012 954593 WD 06/06/2007 852078 22/5405 CSM more... 2013 SUMMARY Bill#: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 10/12/2010 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.000 25,000 224,100 249,100 NO AGRICULTURAL G4 30.000 1,600 0 1,600 NO UNDEVELOPED G5 1.000 100 0 100 NO AGRICULTURAL FOREST G5M 12.000 24,000 0 24,000 NO Totals for 2013: General Property 46.000 50,700 224,100 274,800 Woodland 0.000 0 0 Totals for 2012: General Property 46.000 50,700 224,100 274,800 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch#: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 . ASS) ZZWWf 7 0 51 CERTIFIED SURVEY MAP LOCATED IN PART OF THE NW1/4 OF THE NW1/4 OF SECTION 5, T3ON, R19W, TOWN OF SOMERSET, ST. CROIX COUNTY, WISCONSIN. LEGEND PREPARED FOR: RICHARD JONK © FOUND ALUMINUM COUNTY P.O.BOX 480 SECTION CORNER MONUMENT SOMERSET,WI 54025 • FOUND 1"OUTSIDE SURVEYOR: DIAMETER IRON PIPE DOUG ZAHLER • FOUND 2"OUTSIDE AUTH CONSULTING&ASSOCIATES �_ �� ` DIAMETER IRON PIPE S&N LAND SURVEYING �0 WISCo�`,, 2920 ENLOE ST.SUITE 101 '� O SET 1"OUTSIDE DIAMETER BY HUDSON,WI 54016 0• DOUGLAS J.I. 04 18"LONG IRON PIPE,WEIGHING f It ZAHLER i 1.13 LBS.PER LINEAR FOOT NOTE: i * S-21 5 THESE LOTS FALL WITHIN THE 1200-FOOT I Q PROPOSED DRIVEWAYS LANDFILL SETBACK REQUIREMENT FOR WELL a, L`„I HU ON, •CONSTRUCTION.A VARIANCE IS REQUIRED i)G FROM THE DEPT.OF NATURAL RESOURCES I∎ i I'. TO CONSTRUCT A WELL ON THESE LOTS. w� g RV ..S �',,.h .{ 3/J 3 NW COR. .—_______ SEC.5 N1/4 COR. NORTH LINE OF THE NW 1/4 N89°33'35"E SEC.5 • �---....,__ 2681.88' —4 589°12'40'W 292.43' \ _242.69'_ 49.74' 177.38' /'� J� 17.21' - (1/54 65.3r- I — ��0,► N N �o m p � �\ 1.9" � q CO �Sa°a , ii' NpS 319- .30 LOT 3 , 1)630' • 0 O TOTAL AREA= �4 FAT Fqo 3.07 ACRES 1 133,547.84 SQ FT X00, O AREA EXCLUDING R/W= LOT 3 o, 00 ACRES 3.05 0o TOTAL AREA= Z_ 0 133,020.19 SQ. FT. 0 3.28 ACRES .00 I.0 143,066.25 SQ FT M Bo a • o i0 o AREA EXCLUDING R/VV = (n '-' rn m • o, v� ° 3.00 ACRES U o Z 130796.71 SQ. FT. 0 VI I— ^ry /-J GJ O h �/o y� v. k / °aV rti 4O / ii // 0 w d' 2v m 0 O 3 / W / z� z win 2 = N 0 F- I- O u LL O X W z ZcckiG J wa V/ VI 589°30'44"E 200.00' S84°54'40"E 116.18'. — z cc � = Coo UNPLATTED LANDS I- N j o I SCALE:1"=100' I — — ■11■1 I 100 50 0 100 DRAFTED BY: DOUG ZAHLER/JANE ELLIS PROJECT:#6503-004 DATE:9/3/13 SHEET 1 OF 2