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HomeMy WebLinkAbout042-1017-50-400 (2) Y K SOIL EVALUATION R M pap 1 of 3 Dn►bion of and ,np �1r1; with Comm t.5,We. Adm. code � ST.::,ROLX Attach a m site P�b6+ rwt,ll Iher� x 11 hxhes in size.Plan must include,btrt not tol*gvia. p�(Bm),won and p percent alope, ord ' ,and for r and distance to nearest road. - D. PtInt all inlbr► agon. R Personal information you PmMde my oe used Tor secondary purposes(Priv W Law,s.15.04(1)(m)). 1 1 73 Z 1 property owner Property n ■ KAREN GARDEN Govt.Lot -- SE 1/4 NW 1/4 S 7 T 25 N R 18 E property owner's NMMV Address Lot X I Mock 0 Subd.Name or CSW 2� 947107th Avenue 4 -- City Side Zip Code Phone Number _ VfNage WTown No red Road Roberts, WI 1 54023 1( 715) 749-3571 SV 93rd Strect QNow Construction UseEl Residential/Numlber of bedroom NK Code derived design flow rate K GPD 0 Replacement Q PL6k or commercial-Describe' Parent nartertal sandy outwash Flood Plain skmthn Napplicable Genes ate Conventional In-ground trencbes-0.6 Wading rate and wMAINnandatoM dab p'LA: d? , Sid y (tz�m,✓rwia ��o a o ■ pit Ground surface slay. 98.76 R Depth to WnMV tailor 58 In. Sol Application Rate Horizon Depth Domfrunt Redox Descripfon Tent," Struck" C.ormMence Boundary Roc hl. Muted Qu.Sz. cort.color Gr.Sz.Sh. EfW2 1 0-3 10YR3/3 - 1 3fgr mvfr cw 3vf 0.8 2 3-12 10YR3/3 - 2f-msbk mvfr cw 3vf 0.8 3 12-26 10YR4/4 - sl 2f-mabk dsh cs 2vf- 1.0 4 26-35 33/4 is dl cw lvf 1.6 5 35-58 10YR4/6 - s 089 dl cw lvf 1.6 6 58-82 SYR4/6 - sl om � 0.6 Horizon 3 has 1-5%Sr:horizon 4 has 35 40%gr, horizon 5 bas 20-25 %gr. ❑ �ft# ❑ Boring 85 0 pit Ground surbm elev. 96.76 fL Depth to lknib D factor in. Soft Application Rate Horizon Depth Dorninard Color Redox Description Texture 3huctvre Correloberroe Boundary Rats GPD/flr In. Munsatt Qu.Sz. Cont.color Gr.Sz.Sh 'EfM1 •EffB2 1 0-5 10YR3/3 - 1 3f-ma&sbk mvfr cb 2vf m 0.6 0.8 2 5-14 10YR3/3 - 1 2f-msbk mvfr CS bo-f 0.6 0.8 3 14-24 10YR4/3 - ail 2f-ma&sbk mfr ce lvf=m 0.6 0.8 4 24-36 7,5YR4/6 - sl 2fabk mfr cs I V-f 0.6 1.0 g 8 733/4 - s OSg d1 lhr-f cs 0.7 1.6 6-4 6 48-8 10YR3/6 - s 0s9 d1 cs - 0.7 1.6 7 5-95 5YR4/6 - si Om mfr -- 0-2 0.6 g1=9006:-30 1220 mplL and TSS 41)1150 mgt. 'Eftmm t 02 a BOD <_30 mgfl.and'SS<_3D n j& CST Name(Please Pr" Sig �T rhsnber Mary Jo H llmWs Soil Testing& 224832 Address Data EvikMon0t4ficluded Telephone Numbw W9875 690th Avenue,River Fails,WI 54022 12-18-11 (715)426-1775 Property Owner {GARDEN,Karen(Lot 4) Parcel ID 0 (Pending) Pas e 2 Of 3 3 Boring; U Boring Pit Ground surface elev. 95.16 ft. Depth to*n1ling factor 96 in. Soil Application Rabe Horizon Depth Dominant Color Redox Description Texture Struckm Consistence Boumlery Roots GPDW in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Et1M1 •Eff#t2 1 0-7 10YR3/3 — 1 3f-ma&sbk mvfr cb 3vf-^o 0.6 0.8 2 7-13 1 mvfIr cs 2vf-:o 0.6 0.8 3 13-20 10yR3/6 _ sl 2fabk dh cs l vf-m 0.6 1.0 (S 4 20-26 10 sl 2fabk cs 2vf.m 0.6 1.0 5 26-36 73YR4/6 -- si 2fabk da cs Ivf-n _0.6 1.0 6 36-5 7.5YR3/4 ` s On dl cs -- 0.7 1.6 7 50-56 /4 s 099 dl cw -- 0.7 1.6 07 A ��^�Y�2 V' PPR Ground j Depth>p lirnitlrg factor r In U Sol ApiAloollon Rats Depth Dw*mr*CoW Redox Texture Shictu a Consistence Bourdary Roos GPDW IM Muneell Qo.Sz. Cont.Color Gc Sz.Sh. •Efip't •EfW2 8 56-96 lOYR416 — s Osg dI cw -- 0.7 1.6 9 96-102 sl OM mfr -- -- 0.2 0.6 Horizons 3,4, &5 have 1-5% horizon 6 has 25-30 %gr, horizon 7 he s 1-5%gr. I F—I �g i# ©Boring iL�Jt Pit Grourd surface slay. R Depth to Nrnitlrg tacfior lo l3oi Application Raft Horizon Depth Dominant Color Redox Desmipdon Te dum Structure Corsishmoe Boundary Roo is in. Mind Qu.Sz. Cont.Color Gr.Sz.Sh. •EfFI •EfW2 •Eflluent In=BW,,>W 5 M ffo&and TSS>W_<150 nglL '011uent 02=K*,:S 30 rng and'f 3S<W"W& The Department of Commerce is an equal opportunity service provider and employer. If you need assistance 1 o access services or need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-2 S"777. sanao3or-tcamU Pint Plan for Site and Soil Evaluadfon Page 3 of 3 pr er ly Owner 1" = 4Q. Tab Lega cription A _Pmg—eL O am vie �' (except where note) 'V [. Of -mg Al. 114,4 6-,EC Z� j3igW 7nWAI ff W-496", �l —Backk6e pit q, le-? AdRIF-5 North r l� r pve- J`. ,� L1B3 O s'E '(oP of �JtoU� 100-000 � tCG' fN X13 gf{u 5H/'SMCEES� !tT gtac�,f T7 A s C {QZ.YL` 'ft, Saiirfi Pig y` t� :f M s� a Sat`e Locaaort '°s*`Ave. g 7 n hLutivtu JA - 7 2013 III�III�LIIIIIIIIIIII111111I111 N sos Tx:4036789 951143 ST.CROIX COUNTY BETH PABST SURVEYOR'S RECORD REGISTER OF DEEDS CERTI�1 ED SlJ RVEY MAP ST" CROIX CO., RECEIVED FOR RECORD WX LOCATED IN PART OF THE SE1/4 OF THE NWT/4 02/21/2012 2:46 PM AND IN PART OF THE SW7/4 OF THE NE1/4 OF EXEMPT *: SECTION 7, T29N, R7 8W, TOWN OF WARREN, ST. REC FEE: 30.00 CROIX COUNTY, WISCONSIN. COPY FEE: 3.00 PAGES: 2 OWNER KAREN GARDEN LEGEND 947 107 TH AVENUE ROBERTS,WI 54023 I ALUMINUM COUNTY SECTION = LOT 4-C.S.M. CORNER MONUMENT FOUND ~ U I SURVEYOR o Z � VOL. 21_PG. _52_5_3 I EDWIN C FLANUM ~ O O ---- - e 1"O.D.IRON PIPE FOUND NORTHLAND SURVEYING,INC. E3 w" I P.O.BOX 152 z 3/4"X 18"IRON REBAR SET WEIGHING Lu LL O AMERY,WI 54001 ¢ O _ 1.50 LBS.PER LINEAR FOOT LL w W ( ) PREVIOUSLY RECORDED DATA �� CONS��0 �, ¢� °w II X X EXISTING FENCELINE �� �O ��� ED W O z - I I • SOIL BORING w r- cr p I I -5 w O \33\33\ VOL. 21_PG. 5213 T rr� A/$ryy m m U ---- ---- I I PROPOSED DRIVEWAY. IS! \ \\ UNPLATrED LANDS N54°38'58'W 43.76' S89°00'32"W 444.92' i��� 3lJRV��, ✓� I — 107th A17EhTlIE L - - — -c �o;� 13'. NORTH LINE OF THE 589° '14"W 418.63' SE1/4 OF THE NW1/4 C / 2/1?� 142.50' 276.03' LOW AREA 2 cm LOT 1 - C_S_M. 0'&) LOT 7 - (c 2.99 ACRES W CJ T �$ VOL_4, PG_973 N� t3o,316 SO. FT. I q16- w w O N • mow' / / N O C 389°09'49"W) y / w Z S89°20'45'W 417.42' 142.59' 438.72' 265.33' S89°20'45"W 825.34' I / O �j ED F ci N I 3 10.31 ACRES co 449,200 SO. FT. :Z-; M: Z j S89°20'45"W 1165.95' cz,I 1 1 Nom/ / 0 I--j: O CD Z I� I ,� • 9.13 ACRES cr w 397689 SO. (V EXISTIN N O// O Q o • FIELD D =/�/ I m Lij o o —9.0':t N89°05'00"E 1015.84 s/ Z "' C�7 o i �, LOT 4 l e / / CV/F\"/ a�w 8.19 ACRES j/ / �'pv/ a ; o l 0 356,598 SO. FT. v j / J w °LL • 1'O.D.IRON PIPE p yrj LLJ FOUND O 7 / FROM SET ET LOT CORNER 25.3'± / / zoo 10.3'-_ " • EAST-WEST 1/4 LINE � / S89°05'00 W 3027.89'_ /�. ...- — 6.5'-t N89°05'00"E 857.73' / / E1/4 CORNER N89°05'00"E 1396.53' % / LOT 1 S.M._C. W1/4 CORNER LIN_P_LATTED_LAND_S ' i i _VOL._9, PG. 2633 SECTION 7 SECTION 7 SCALE IN FEET I" = 200' THIS INSTRUMENT DRAFTED BY MICHAEL ERICKSON JOB NO.1 1-B1 (2011-08-46) DWG-CSM DATE 1-05-12 20 O 200 SHEET 1 OF 2 SHEETS 1 of 2 Vol 25 Page 5835 I Rp 8_° 498 ° 6 RECEIVED Tx:4036789 951144 BETH PABST JA N - 7 201'3 REGISTER OF DEEDS 000 = O ■ • ST. CROIX CO., WI z0 z c y RECEIVED FOR RECORD 2 02/21/2012 2:46 PM n ST.CROIX COU N7Y EXEMPT #: -9 z m ��-,X o m SURVEYOR'S RECORD REC FEE: 30.00 2 _ 0 0 K 0 0 COPY FEE: 3.00 m 8056 x o z 0 z K z I PAGES: 2 mm -� 0�caz O 0zo Q m rm $ z C �1 cm v z A � ' ~ O r N UNPLATTED LANDS UNPLATTED LANDS m E5 o N00029'1 WE 645.79' = 7 Z' z 327.00' 90.42' 228.37' t2 z m w m Ir I� I I cs Icz a c 00 j.o N ,7 I C7 F 4h I.cn CD cm C/3 p n A i W l •--4 0 ; N O I p i o-ru.I z w Nn o Ioj� Ic i I cxj r O _� m9 m0 i � � s V m I IL71Z IOO IT O I O r 3m Id N_ � m irn I to I�IcS ° I Z° { la' V I� Icn �= I� m m 02 w c °— Icn I Icr�' EF M yi m I I CCa w N S00'M19W 282.63 _J S00029'19'W 282.63' aD er I ;m _ --- ; III I N = iA ,p mia I n I CQ� 196 j ,7Z,,'�oL` _� W I 6 9 o Z.£LS 3,- u�Lp4 y n I C7 � 8- FL a a I rte— ��������� 0 oT -m-1 n _W m M n1iN oCD 3n low ZZZ ER CD g� I I I >u �? ;r0oo �A i � ° t° I I\ z OZy = in I m p '�' c a �k cD I I I \ �R 1} ���m C n R1 Z Z w o CO I I I I ''���q#test o o m z p rzn 0 m I r y �a� > R I Z � G Z z � 3630.75' w� 6I6 I —S00-1 '59'W 16 ~ Z S0011 51591W NORTH-SOUTH 1/4 LINE y Z rn ` m +� nl � OO ON W � 0 Oc � pD <o zM Dgz � \ Fri 9 " � n< `�' � ' Z w z � \< I g Q Wmz p � � ♦� BEARINGS ARE REFERENCED TO THE Z C ]7 T NORTH-SOUTH 1/4 LINE OF SECTION 7 y Z = BEARING SOO°15'59"W(ST.CROIX COUNTY C y [=ti `q COORDINATE SYSTEM). n 1 of 2 Vol 25 Page 5836 [RECE DEC � 7 2011 IVED . .,1UI.i•.J.�wvY CERTIFIED SURVEY MAP GNING OFFICE LOCATED IN PART OF THE SE1/4 OF THE NW1/4 AND IN PART OF THE SW1/4 OF THE NE1/4 OF SECTION 7, T29N, R1 8W, TOWN OF WARREN, ST. CROIX COUNTY, WISCONSIN. OWNER N ' KAREN GARDEN LEGEND 947 107 TH AVENUE ROBERTS,WI 54023 I ALUMINUM COUNTY SECTION = o LOT 4-C.S.M. CORNER MONUMENT FOUND SURVEYOR O z x VOL. 21, PG. 5253 EDWIN C FLANUM ~0 O ---------- • 1"O.D.IRON PIPE FOUND F ¢ 1 NORTHLAND SURVEYING,INC. w w v P.O.BOX 152 z m 3/4"X 18"IRON REBAR SET WEIGHING w LL O AMERY,WI 54001 ¢0 g __---- 1.50 LBS.PER LINEAR FOOT LL w ( ) PREVIOUSLY RECORDED DATA W :1 P U) w � ocn I I ccrrnw \ I I X X EXISTING FENCELINE N�3 Z~ I I z Z \ LOT------ • SOIL BORING I rr O `33133'` VOL. 21, PG. 5213 T PROPOSED DRIVEWAY. I 1 I I U_NP_L_AT_T_ED_LANDS F N54°38'58'W S89 000'32"W 444.92' 1 �Q '4 6' 73.7 13'± NORTH LINE OF THE 1 --`�2 1 SE1/4 OF THE NW1/4 S 27 '14' c I �I 276.03' 2 o1 X I LOT 7 � "'9) LOT 1 - C.S.M. I I I a) f, w m - I *- 2.07 ACRES VOL. 4, PG. 913 _ �° --- ----- I �I N ci 90,021 SQ. FT. s16, ILL NZ I g1 N • / �v / N Z (S89°09'49"VJ) I =i N Lo S89°20'45"W 560.01' 265.33' I� LL O S89°20'45"W 825.34' w kk c F LOT 2 (��U • ,cv %/ '� -- N � 10.31 ACRES r 449,200 SQ. FT. Z I U CLI S89°20'45"W 1165.95' % / J I CLI gl Oa/ / •`- I^' N I / �/ / O I�' O gib LOT 3 <vjl i cV/ _ �I a1 O ti • 9,13 ACRES o^�j �/ c cc ZIP "' • 397689 SQ. FT. EXISTING `��y// /Q/ �� o / N • • FIELD DRIVE w Q / / ��/ w 0 / Z- 9.01± N89°05'00"E 1015.84' / Q Z 0 W< / c �nJ/ Zip 03300. LOT 4 � %/ O/ryi/ o =a 8.19 ACRES �;/ } 0 356,598 SQ. FT. a JO// �0° M 33� ,/ >p LL • 1'O.D.IRON PIPE �W FOUND SWO648'E 1.40' / • FROM SET LOT CORNER O Z � 103*_- • 25.3'± / / z EAST-WEST 1/4 LINE S89°05'00"W 3027.89' 6.5'± N89 005'00"E 857.73' / / Ei/4 CORNERI N89°05100"E 1396.53' LOT 1 C.S.M. - SECTION 7 W11/4 CORNER UNPL_ATTED_LANDS ' / ; VOL._ 9, PG. 2_6_33 SECTION 7 _9CALE IN FEET -1" = 200' THIS INSTRUMENT DRAFTED BY MICHAEL ERICKSON JOB NO.11-81 (2011-08-46) DWG-CSM DATE12-27-11 SHEET 1 OF 2 SHEETS 200 0 200