Loading...
HomeMy WebLinkAbout032-2018-70-050 I Wisconsin Department of Commerce SOIL EVALUATiQ REPORT Page I of 3 Division of Safety and Build' CogFliggrs1WPCode '1 Attach complete site plan on paper = ' . 1/2 x 1 inches in size.PI a t ` 5 I "G QD include,but not limited to;,ygrticel and horizontal refere • poir� ).�f r'diti•,R,• Parcel l.D. -r�0. 0 32, -� t ,scale or dimensions, I• ion anr�rstance to nearest road. �7 Dl+av percent slope, d ) Please print all informa 'on. ST.CRO1X COUNTY , Revie =• by / Date Personal informed. you provide be used for seconds Privac Law s. - / / —S 3 Property Owner Iiiiiirr i / Property Location / DA 4' 51912/Pie), JDeV 1.-LC Govt.Lot NE 1/4/1 VI1/4 S 0 N R re E(or 4,4 ,1 Property Owner's Mailing Address Lot# Block# Subd.Name or .. f .4 5 99 5 O a�nl .A-V .�1 7 J A Ys P - ., Vi&T, , �!� City State Zip Code Phone Number ❑City ❑Village &}Town Nearest Road c / 3 I f LoAbtrile u Al 5 O; ( 51 ) 14 o-1200 .50 Me-i esc-r ,o r» : J£ ./ QNew Construction Use;, Residential/Number of bedrooms 3-s Code derived design flow rate 44-50— 75 GPD Replacement ❑ Public or commercial-Describe: Parent material , Flood Plain elevation if applicable A.)1/4 ft. andrecommend recommendations: Area _ Spot Tested suitab► for a and recommendations: Spot 10 F ROS'f �0'f.V� Gov�`� mound(P.O.W.T.S.)system using. To 34. '1'7.3 5 sand fill. 1 Boring# ❑ Boring Q ® Pit Ground surface elev. 7 9.35 ft Depth to limiting factor 52 nn. (Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/I in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. -Eff#1 *Eff#2 I 0-2-C Ioyx.3/2 , - a- Z.f s r rn•fr 4s . 3c •(e - g 2- 20"29 IoYR1/2 5iG 2.m ill-f1 S 2v4. •hi ' 41- 3 29-42loYa4/3 - 5i0l 2ofb' Yi-1i (LS I Vi -ii- , 6 4 - 42-5z 1uYa `f//4 4.% 5iC 3 v M- •i _ 0..w -2 -3 5 52-73 i vrR 4/, -F3ca2 1YRS/a 5j e, 0 tr me-Fj - 0— 1 2 Borg# ❑ Boing p ® pit Ground surface elev. %q.35 ft Depth to limiting factor 3 3 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. yy� ,/ -Efr#1 'Eff#2 _j______91 0 10 tR3/2 . 2'f b>< !•I-f— �ls (�t6 _ .f� ' it 2 4_ 1I UYQ5k - .S i C! 3 f bK _ CS 21( •mot • 3 22.33 5 YR. '`E/y- - Sal 2;�,,f b is mil^ (3W - - `- • G "t 33-(05. 5 YR q/41 - _il., m --)O'--i - • 0 . 0 Effluent#1=BOO,>30<220 ng/L and TSS>30<150 mg!L `Effluent#2=8ODs<30 mg/L and TSS<30 mg/L. CST Jemmy L4/bricht / .e $CST Number Address �,� 1A-A451-E-- valuation Conducted Telephone Number 2r/2 JoT#1 Ave Spiz eq 0liot ry, tc41 2/ s-/0(0 (7/5)772'3442- Before local zoning permits can be ssuance of perrnlr and designint; granted -THIS PROJECT WILL REQUIRE STATE LEVEL PLAN ;ntact: Ulbricht&Associates APPROVAL. Plans will need to be ;registered private waste water consultant and plumber submitted by a qualified designer per Comm. 83.22(2)(C)1. 2812 10th Ave, 7nrinc2 Valley,WI 54757 �;-772-3442 I 0 t 1 e Property owner DrI 1espRINI4S Parcel ID# 03 2 •2-01k-70 —6°0 Page 2 of 3 3 IB0 oring# Boring v ® Pit Ground surface elev. 94,75 ft. Depth to limiting factor a°161 m. I 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 •Etf#2 1 0 o t Pitt 3/2 �Q. 2mor M-Pr 95 3 , (v .8 2. (D-28 tioYa3/4 5i(.! 2mb/. m 95 2V+ .14 . �. 3 28-It8 o t2-31c, - 2 m lox mfi 0A4/ 2 V-F ,I . b 4 4g-75 )UVP-'4/4 C2d 5(p.4A, 51 3(ibK mfr - - 1 (0 /.o Boris# ❑ 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/ff in. Munsell Qu.Sz. Cont Color Gr.Sz Sh. 'Eff#1 'Eff#2 Bodng# ❑ 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/ff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 'Effluent#1=BOO.>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. SBD4330(R.6ro0) DoT Pz o3a-o.ois=70-006 PAGE 3 0F' 3 ScALE : I" _ ad' KEY: ▪ = 13EN N\ARK • gokits G A : Go Ni-rov R. N- 89033'4"5"- E 1-7(. a8' -ro ?RoP0S&D RZoADWA'l o14 1 801 ASE• X 7 L.I6' To WEST oPE2T■! 1)KLE gMI m Q -a J21 O r_ Z aa8' so°-4J 5-d' \✓\ 9g' z. So-G€S1ED U i'coKri■ 0 NIOVND C.OtJTOu(Z ° e 91.35' z $0 m` $a � 9. id' Jl /0PG N-90°-E 3`1' Y gMa ELe.Va116n►s: U8' 51 : 91.s51 Ba: 41.35-' 61y.75 ' 8-g• 9111S' � gM I : 100.00' ,-->gMa ¶:! L13' �.. �cr1MA�-lES ARG 1Ia' 2 SOR Eyol`S a" A oVE (reADE coRnlER. POST Fog. t...crr G III.3o, 0 Y °a'•I'° - oZ7 8.39' TO Pg.o oSED Raq Dv,leri EASEMENT 1)41SPRi1(r VISTAS SQ D1VtSioi\1 ,f `a FhULIVLU SEP 4 11111111111.1 III,,Iii 11111 iilin Hi 1431111111 8 857372 ST,CRO'X COVE KATHLEEN H. WALSH SURVEYOR'S RECORD REGISTER OF DEEDS ST. CROIX CO.. VII RECEIVED FOR RECORD 08/13/2007 08:40AM CERTIFIED SURVEY MAP 22 rAcE. C , RTIFI HID SURVEY MA RECFFE 13 00 Y ��35 H /3 LOCATED IN PART OF THE NE 1/4 OF THE NW 1/4. OF SECTION 5. T3ON, PAGES: 2 3 R19W AND PART OF THE SE Y4 OF THE SE Y4 OF SECTION 33. T31N, R19W ALL IN THE TOWN OF SOMERSET. ST. CROIX COUNTY, WISCONSIN. _1-80T-14-AVENUE- _.. _,.. 7.T S 89'48'43" E 204.25' "' -. .51 1.2 . N 89'33'43" E w NORTH LINE OF THE NE- O N 89'3 43' E NW COR. SEC. 5 - O 1/4 OF THE NW 1/4 OF 788-71' T3ON, R19W FOUND 1710.97 M j` SECTION 5 N. 1/4 CDR. SEC. 5 2" IRON PIPE d °f T3ON, R19W FOUND cV u7 9 50' -..`.^. 3" ALUM. MONU O h �1,1,1�2i I P O/ I CV Qom%/ .^�ry� / © / / NI 1 .z ' � O- , C/ `N 3 6, i � h i Q v; 1-61 /© a-: w . .�1�1 / r7 nlol • / of-'i PREPARED FOR: b�Ij1 ROBERT NAGEL I O 481 180TH AVENUE SOMERSET. WI 54025 I t In w 0 :�, NOTE: BEARINGS ARE REFERENCED TO `° 1 % LOT 1 ;',, THE NORTH UNE OF THE NW Y4 It7 r7 OF SECTION 5, T3ON. RI 9W; -- ASSUMED TO BEAR N89'33'43'E. .o- 1� 131012 S.F. o I 3.01 Ac. CD LEGEND: \ C.B. 74959 S.F. �-\ ,.Y� 50' I t C.B. 1.60 A SET 1 . 4.172 2 18" IRON ` �" j PIN WT. 4,172 LUr IRON -,---' Z 0 SET 3/4" BY 18" IRON PIN Wf. 1.50 LBS./FL .-798' � ff44 IV • J i-B.o--BTte CO 50' ROADWAY SETBACK PER 1z ck O (.4 TONM OF SOMERSET ORDINANCE • ROOER LYON 1" , 40:,--,, 4- 12' UTILITY EASEMENT A• W ,, 83.53' L DRAINAGE EASEMENT S-2188 �. `r N 89'24'04" W 188.32' ••1 _ � .• �..`,_.�...•_..i TREEUNE ` .;4•` UNPLATTEO LANDS S. M t \�. (FO ND AS NOTED) OTED)ONUMENT �• 0 SOIL BORING AIAPPr • O PROPOSED DRIVEWAY )) CURVE DATA TABLE: �{/d.( /()7 I CURVE " RADIUS ARC DELTA CHORD �HORO BEARING TAN. IN TAN. OUT U 1-2 167.00' 8281' 2824'35' 81.96' N 15'00'13.5" E N 00'47'56" E N 2912.31" E 2-3 167.00'_ 84.04' 28'49'59" 83.16' N 14.47'31.5" E,N 29'12'31" E N 0072'32" E N DRAINAGE EASEMENT NOTE 1 NO OWNER OR RESIDENT SHALL DO ANYTHING WHICH WOULD INTERFERE WITH OR CHANGE THE OPERATION OF THE APPROVED COMPREHENSIVE WATER DRAINAGE AND SOIL EROSION PLAN FOR THIS PLAT. THIS INCLUDES BUT IS NOT LIMITED TO BUILDING WALE:1•■too' UPON. OBSTRUCTING. ALTERING. FIWNG, EXCAVATING. OR tao PLANTING IN ANY POND EASEMENTS. WATER DRAINAGE DITCHES. 2 .3 WATER RUNWAYS, WATER CULVERTS, BERMS OR GRASS SEEDINGS. NOTE: AlIl, Ullarmiljala EACH PARCEL SHOWN ON THIS MAP IS SUBJECT TO STATE. • P' WETLANDS.S.MINIMUM�LOT SIZE. ACCESS TO PARCEL ETC.) BEFORE PURCHASING OR DEVELOPING ANY PARCEL CONTACT THE ST DRAFTED BY. JEFF MIKLA 1 of 2 CROIX COUNTY ZONING OFFICE AND THE TOWN OF SOMERSET. SHEET 1 OF 2 Vol. 22 Paee .5435 I (R.A S 87°51'03" W) NORTH LINE OF THE NE 1/4 OF I THE NW 1/4 OF SECTION 5 i N 89 ` '43" E 574.24' ' - A i:. AVENUE ;ii' - 13 = I �mo . V �.. � �i._ A. --- r A � • 28' . 390-� __ � �� � �� Sf _ _ (R.A. of o 1 „ 'u„ N 00°22'32" E N 00°22'32 1 / ' 0° 9 25.47' r 24.54' 0 ki S N o ^h�� / 1 / ' �1 �)/ / L,OT LOT 3 CSM �; ..^: o VOL. 10 PG. 284 (j „�, ^ 13091( F . �: cv ,. 3.01 A cG .o �i N `� j N/B. 95013 S.F. Z 00 +�wE=893 N.B. 2.18 Ac. ; .. ►.B.0-=895 * /co I �� / C.B. 89741 S.F. O -- (Ni - C.B. 2.06 Ac. o 94 ,e4_4,,i 04 P / LOT 111,,Or I le 700 C� , HWE=869.6 31 ,1- 1 ff- tJ J moo �� I '■ \ L.B.0.=871:6 (R.A. S 88'55'58° W 3.09 A 89°21 '22” W 3( 3. 110294 S.F. 2''4§v-4� a. V :. 2.53 Ac. `v w `�ti < ' >i f.: s .-.»� B. 73092 S. _ = .. `4 i .. _C.B. 1.68 Act/ t ► ° k Fr O O /�I i,/L►r:� i..l�L'1�� '. 1 4 f z al, z 41-11.,,,mv,..\4"Tvw.■ .,...At,,,Aftwm* „.;,F4 HWE=898 ;, �� ' \\ I VIP.46/1jAk'. _I \� L.B.0 =900 b '� � �� /� � 21; h///` � � -1 X3.:6 i 4 A . I*4 I 07,4 K. i A` r 1 41 N � 0 N.B. •. Ae - \ 44 ■ ..1 54 ' e •4 0&". 4 44 *414 0 VI et* 8 �j ' ° ' .im - --- N 1 / 4.,A; 4 /A \ k' '',v't/i ' 1--- Y P i■ ,,,� ;� cp in N.B. 84040 S.F. A. /7