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HomeMy WebLinkAbout042-1004-70-070 Wisconsin Department of Corn a SOIL EVALUATION REF'ORT Page ( of-3 Division of Safety and Bulk% in accordance with Comm 05,Wes. Adm. Code n p� County l r • l Attach comple it non r not less than 13112 x 11 inches in size.Plan mom` c include,but r1ed t • rtical and horizontal reference point(BM),direction and percent slope, e o dimensions,north arrow,and location and distance to nearest road. ! �J ,Please ,print all information. JUN 26 Revie ea by Date Personal informalion you pi ovide maybe used for secondary purposes(Privacy Law,s.15 (1)(m)). 13 Property Owner Property N Govt.Lot tit�J 1/d ��JI14 S N R Z L(or Property Owner's Mailing Address Lot Block# Subd. Nam SM# 2. s-� �� 1� °- 26/5`1 tf City State Zip Code Phone Number ❑City ❑VI age ,Town Nearesi Ro d New Construction Use' - esidenti,l 1 Number of bedrooms Code derived design flow rate J`t,2 GPD j� ---- ❑Replacement Publicorr meraa -- escribe: ----------__-- --_-�--- --...---------._..•.— Parent material fi W.a f/ .plc rr Cf; J�n 1Z, Flood Plain elevation if applicable .f t/� — �.—ft. General corrtrrwts a e-C2 and rec ornrnendations: System Type_ [" — System Elevation_ ✓ __ — ..____ F T] Boring# E] Borir g Ground surface elev.—�tt. Depth to limiting factor in. .Pit Soil Application Rate Horizon Depth Domiru nt Color Redox Description Texture Structure Consistence Boundary Roots GPDKf In. Munself Qu.Sz. Cont.Color Gr.Sz.Sh. "Eff#1 I 'Eff#2 1 -13 : rte Z 13-38 I' C' z Boring# Bonny J E Pit Ground surface elev. ' ft. depth to limiting tac+or � � in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Mun:iell Qu.Sz. Cont.Color Gr.Sz.Sh, 'Eff#1 'Eff#2 V f s �M - F�- �, .� -- • 7 •Please #1 =BIND >30 220 mg/L and TSS>30<150 fluent#2=BODS<30 n1g/L and TSS<30 mg/L CST Name ease Pn — Sig a CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address bate Evaluatio i Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 540 715-246-4516 IU Property Owner ID# Page fl ABoring# ❑ Borinci ft.K–Pit Ground surface elev. ! Depth to limiting facts r__�_L—_.in- Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlft'�� in. Munsell Qu.Sz. Cont.Color _Gr.Sz.Sh. _ `Eff#1 'Eft#2 3 —� I o f r C-S' a� • �• , D ©-� O - _ _ ,� �f • y Z _ V �-� e 1 bk rr►Fr l- D C2d ❑ Bo dnc Boring# ft. Depth to limiting fact)r_._�_ _._.in� ❑ pit Ground surface elev. _. 9 Soil Apcation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 1 * in. Munsell Qu.Sz. Cont.Color _ Gr.Sz.Sh. _ 'Eff#1 't=ff#2 ❑ Boring# BorinS Ground surface elev. _ ft. Depth to limiting factur_ in. El Soil lication Rate Horizon lepth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDifN in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 'Effluent#1 =BODS>30<220 mglL and TSS>30<150 mg/t. 'Effluent t2=BODS<30 mgll_and TSS<30 mglL The Department of Commerce is an equal opportunity service provider and employer. if you need assistance to access services or need materitll in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. 58D-8330(R.NW) Soil Test Plot PfSn ` Project Name Roscon Properties LLC Bird Address 1252 Awatukee Trail Hudson Wi 54016 STM #226900 Lot 6 Subdivision --------- D 6/24/13 N W 1/4 N W 1/4S 3 T 29 N/R18 W Township Warren Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of survey iron System Elevation TBD *HRPSame as Benchmark 119th Ave Scale is 1" = 40' unless otherwise noted 184' 6 o Slope B.M.* B-2 110' B-1 15' 98.5' 30' 99.5' 50' B-3 100.5' 453' Property Line so- X110\3 SS CFo1X c�VNS� CERTIFIED SURVEY MAP LOCATED IN PART OF THE FRACTIONAL NW1/4 OF THE NW1/4 OF SECTION 3, T29N, R1 8W, TOWN OF WARREN, - ST. CROIX COUNTY, WISCONSIN. OWNER SURVEYOR ROSCON PROPERTIES,LLC EDWIN C FLANUM 1252 AWATUKEE TRAIL NORTHLAND SURVEYING,INC. HUDSON,WI 54016 P.O.BOX 152 —-- – AMERY,WI 54001 THIS INSTRUMENT DRAFTED BY EDWIN FLANUM JOB NO.13-41 DATE 6-19-13 NW CORNER SECTION 3 N1/4 CORNER SECTION 3 ALUMINUM MONUMENT FD. 1"STEEL SURVEY MARKER FD. — — — — — — — — — — — — — — — — — — S89°59'59"E 445.07' m S89°59'59"E 229.85' A _S89°59'59"E 1954.12'Zo NORTH LINE OF THE FRACTIONAL NW1 4 m °o w tD C.T.H. E N! , o UTILITY RIGHT-OF- AY DESCRIBED IN VOL. 161,PG._1 ---------------- ----------------------- ------------------------C,5 ��-N ;---------------- cj,�: o ti do c LOT 5 cn C�4 co �I CNl Eo r \ Fvs 'o '� 2.19 ACRES INC.R/W E–i c F� � '� 95,380 SO.FT. O J Z D' ',� M ',m 2.01 ACRES EXC.RAN 87,697 SO.FT. -- - ---- - - > E F 9 p In SCALE IN FEET 1" = 150' - �s LOT 5 N cn 'z o "° i i k(j) POND EASEMENT DATA TABLE NEW 1 A S00°30'20"W 69.81' 150 0 150 1 dyes B S89°58'28"E 167.20' ?s ?1Q _ C S31°00'37"W 34.05' LEGEND ( j?y 9? D S18°38'00"E 75.88' d I �6r E S77°05'25"E 47.31' ST.CROIX COUNTY SECTION CORNER o F N84°38'38"E 21.20' z ® POSITION VERIFIED WITH TIES OF a I p G S50°12'16"E 16.30' Q RECORD OR MONUMENTED AS NOTED. o I 6�� H S09 042'29"E 233.50' Z -- --NI C o • 1"O.D. IRON PIPE FOUND o co \ z i EXISTING_ __ ,� It 3/4"IRON REBAR FOUND I DRIVEWAY ' T- LOT 4- CM Q 3/4"X 18"IRON REBAR SET WEIGHING I --------------- \ / co p 1.50 LBS. PER LINEAR FOOT I VOL_201 PG._5026 /■ w C) O J F d 119TH AVENUE o�/ S89 029'4 "E 362.00' 170.00' 192.00' r J N �u N ED co / w0 rn M C) O �i `1 Z m Lo Lo LOT 6 `M Q: o x �l _ —— — — — S89°42'55"E 174.66' \ "' z o o =i p 2.00 ACRES c :�i z �F c , ,TOT 7 87,281 S0.FT. 0 c Oi owC N �! 2.94 ACRES INC.R/W o w w 00 LOT 1 - C.S.M. W \�0 128,010 SO.FT. y w LL � >- VOL. 5, PAGE 13308 2 % Q o 00 � -----------N 2.90 ACRES EXC.R/W Z (j I �i z m z �L c 126 ,509 SO.FT, 4 M Z -j z o S89°45'54"E 257.41' 6 0 o L� w p eNt 216.09' °' 133 coo m � mC) cc 560.30' 192.02' o c� — Z I I S89°44'57"W 793.82' SOUTH LINE OF THE FRACTIONAL h UNPLATTED LANDS NW1/4 OF THE NW-1/4 N � m � o C) CURVE DATA TABLE w co CURVE# RADIUS CENTRAL ANGLE CHORD BEARING CHORD LENGTH ARC LENGTH TANGENT IN TANGENT OUT `r C1 80.00' 037°11'42" S61°43'01"W 51.03' 51.93' S80'1 8'52'W S43°07'09"W 0 0 Z W1/4 CORNER SECTION 3 ALUMINUM MONUMENT FD. SHEET 1 OF 2 SHEETS 0 984101 BETH PABST REGISTER OF DEEDS CERTI FI ECG S V RVEV MAP RECEIVED FOR RECOIRD LOCATED IN PART OF THE FRACTIONAL NW1/4 OF THE 08/12/2013 2:41 PM NW1/4 OF SECTION 3, T29N, RI 8W. TOWN OF WARREN, ST. EXEMPT 4: CROIX COUNTY, WISCONSIN; INCLUDING PART OF LOT 1 REC FEE: 30.00 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 24, COPY FEE: 3.00 PAGE 5737, DOCUMENT NUMBER 924510. PAGES: 2 OWNER j SURVEYOR ROSCON PROPERTIES,LLC I EDWIN C FLANUM — 1252 AWATUKEE TRAIL NORTHLAND SURVEYING,INC. THIS INSTRUMENT DRAFT ED BY EDWIN FLANUM HUDSON,WI 54016 I P.O.BOX 152 JOB NO.13-41 DATE 6-19-13 AMERY,WI 54001 LOT 1 L_OT_ 2 NW CORNER SECTION 3 I C.S_M_- V-0-L 1-9-,I'_G_4852 N1/4 CORNER SECTION 3 ALUMINUM MONUMENT FD. —I ---i _ =1"STEEL SURVEY MARKER FD. _ S89°59'59"E 445.07' $89°59'59"E 229.85' S89'59'59"E 1954.12'—o NORTH LINE OF THE FRACTIONAL %NW r7 8 _ m �_S89°59'59"E 235.77' p —C.T.H. "E" — Note:No owner or resident shall do io °J — anything which would interfere or change lo a 8 UT/CITY R/GHT=OF_ -AY DESCRIBED-/N VOL_ 161,_PG._7_ the operation of the approved ---------- �i—N ;--------------------- ----------------------------- comprehensive water drainage and soil -----6,- C LOT 5 AREAS erosion plan for this plat.This includes but U �; �° s�o N 'Z is not limited to building upon,obstructing, �i pi ° <Fv `,� F2019 ACRES INC.R/W altering,filling or excavating or planting in F_ cvo '� 95,380 SO.Ft. any drainage areas or easements,water —i _ D otir o drainage ditches,water runways,water �j; -__ G m ;m 1 ACRES EXC.RAN culverts,berms or grass seedlings. ?A A E F 87,697 SO.FT. — 9�6`� N ` SCALE IN FEET 1" = 150' ( LOT 5 Q '`p POND EASEMENT DATA TABLE 1 A S00°30'20"W 69.81' 150 0 150 1 y�6o B S89°58'28'E 167.20' LEGEND p ( sus `'�Q H c s31°00'37"W 34.05' 1 �'!y 92 D S18°38'00"E 75.88' ST.CROIX COUNTY SECTION CORNER E S77°05'25"E 47 3 F 1 POSITION VERIFIED WITH TIES OF o 1 O � F N84°38'38"E 21.20' z RECORD OR MONUMENTED AS NOTED. v 1 v ' G S50°12'1 WE 16.30' Eva, H S09°42'29"E 233.42' O A 1"O.D.IRON PIPE FOUND —— —— €°,-(' C1 -----.._......------------------- I� ■ 3/4"IRON REBAR FOUND a( EXISTING z l W 80' I� 1/50 LBSM P IRON REBAR SET ER LINEAR FOOT WEIGHING i LOT 4- C._S.MIVEWPY ( �i `````�\$CO�S,°°°O uj zo 0 1 F Iz A SOIL BORING O� ( Ni C J ■/ z�I v — —EXISTING FENCE LINE \ w ( 33' 33' I Z 08111111 uj -- — 119TH AVENUE — — — — — --I S89°29'4 "E 362.00' SURV 170.00' 192.00' LOT 2- C.S.M. e VOL. 26,.PG. 5934 04 III _ CV p �- N LOT 7 NOTE: W '� 616- I ACCESS TO LOT 7 IS NOT ALLOWED o z FROM 120TH STREET.ACCESS TO w — C9 W i BE FROM 119TH AVENUE. ° °4 M A l ems; w U Z Wi C . � oNX I r co — C � S89°42'55"E 174.6 ' Q Q o w o Q' I -- -- -- 6 ♦ w0 ¢ it ° 2 rn I L= w rn l o I w;N, LOT 7 �, LOT 6 $ o o, � w pi Nr c' Uzi Wi j;&4 N g 2.00 ACRES r �� LL z m w I I i^' I co U'C7 I 2.94 ACRES INC.RAN � o w= m cq 1 Q` Z,°6, Via+ 87,281 SC!.FT. h ¢ r- y 33''33'33' w r-i co' I so 128,010 SO.FT. �i w I a cn Zi I I I b �;J� U,�i I e 2.90 ACRES EXC.RAN + �' z z h �i Oi �i I z 126,509 SD.FT. ° z J z o IS89°45'54"E 257.41' i -x-- -x-x-x--x--x -x-x- "' 'a S e� N rn m m � m0 1 9' v I� 560.30' 192.02' -- - -- - o as (*SEE LOT 7 NOTE*) $89°44'57"W 793.82' SOUTH LINE OF THE FRACTIONAL z r I l h UNPLATTED LANDS NW1/4 OF THE NWI/4 ° R g I CURVE DATA TABLE CURVE# RADIUS CENTRAL ANGLE CHORD BEARING CHORD LENGTH ARC LENGTH TANGENT IN TANGENT OUT C1 60.00' 37°11'43" S61°43'00.5"W 51.03' 51.93' S80°18'52"W S43°07'09"W W1/4 CORNER SECTION 3 1 of 2 ALUMINUM MONUMENT FD. Vol 26 Page 5947 SHEET 1 OF 2 SHEETS