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HomeMy WebLinkAbout038-1131-10-040 -,n�0 #1 7uS CST—,:)°► 9 — 306 • W .Dept.of Safely and ProfessionN Snises SOIL EVALUATION REPORT P 1 3 Division of Safety and Bum 2 G of in a� ; age with SPS 385,Wis. Adm. Code County St Croix Attach complete site plan on paper,not lees x 11 inches in size.Plan must include,but not limited to:vertical nnd'heriZbntal reference point(BM),direction and Paw ID Pk( I t : none percent slope,scale ordimensions,north arrow,and location and distance to nearest road. DI— 113i- JO- 610 Please print all information. Revi: -: by Oat? // !, Personal information you provide may be used for secondary purposes(Privacy Law.s.15.04(1)(m)). ''� I 113')/Z V 20 Property Owner Property Location l G Jon and Dana Engstrom Govt.Lot NE 1/4 _ S 32T 31 N R i ( E(or❑) ID Property Owner's Mailing Address Lot# r Block# -- ...Na : • CSM# 971 I92nd Ave 4 na 1b ' Rolling Hills Estates City State Zip Code Phone Number 1ity pail i:.: ,^a own Nearest Road New Richmond WI 54017 651-775-7623 100th St I I I ( ) Star Prairie I 600 0 New Construction Use • Residential/Number of bedrooms 4 Code derived design flow rate GPD ❑Replacement 0 Public or commercial-Describe: na �ftt� Parent material outwash plains and stream terraces Flood Plain elevation if applicable na �'vcX ft. General comments Conventional design,system elevation 96.20ft. trenches spaced and depth to code 5.00ft below grade. and recommendations: pOctm;c,- Ont-ic10 Stri(S Boring 1 Boring# 120 Q Pit Ground surface elev. 101.20 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure :onsistence Boundary Roots GPO/ft ' in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eft#1 •Eff#2 1 0-8 IOyr 3/2 none sl 2msbk mfr cs lvf .6 I.tl 2 8-16 10yr4/4 none sicl 2msbk mfr gw na ,4 .6 3 16-48 7.5yr4/4 none cos osg ml cs na .7 1.6 4 48-120 7.5yr4/6 none ms osg ml na na .7 1.6 2 Boring# ElBoring 101.20 120 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Jonsistence Boundary Roots GPO/ft ' in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'EfI#1 'Eff#2 1 0-16 10yr 3/2 none sl 2msbk mfr cs I vf .6 1.0 2 16-48 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 48-60 7.5yr 4/6 none cos osg ml na na .7 1.6 •Effluent#1 =BOD s>30<220 mg/L and TSS>30 <150 mg/L •Effluent#2=BOD s<30 mg/L and TSS <30 mg/L CST Name(Please Print) • t CST Number David 1 Steel 248956 Address Date Evaluation Conducted Telephone Number 1699 150th St New Richmond, W 1 540 10/25/2019 715-760-0347 SBD-8330(R I l i l I) Jon and Dana Engstrom na 2 3 Property Owner Parcel ID# Page of 3 Boring# CI Boring 100.40 I20 0 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 2 in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 '`_ff#2 I 0-8 10yr3/2 none sl 2msbk mfr cs lvf .6 1.0 2 8-22 10yr 4/4 none sicl 2msbk mfr gw na .4 .6 3 22-34 7.5yr 4/4 none cos osg ml gw na .7 1.6 4 34-120 7.5yr4/6 none ms osg ml na na .7 1.6 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. '=ff#1 *Eff#2 • Boring# E 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 =BOD s>30<220 mg/L and TSS>30 <150 mg/L 'Effluent#2=BOD s<30 mg/L and TSS <30 rrg/L The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format,contact the department at 608-266-3151 or TTY through Relay. SAD-8330Tn1 IR 11111 STEEL'S SOIL SERVICE 3 of 3 David J. Steel Jon and Dana Engstrom 971 192nd Ave CST-POWTSM NEI/4,NE1/4,S32,T3IN,R19W New Richmo WI 54017 Lic. #248956 Town of Star Prairie, St. Croix Co. 651- 775-7623 715-760-0347 Lot4 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. Legend N 1" =40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" PVC Pipe • = Alt Benchmark El. 99.90 ft Z 5 e)/ 1 Top of 3/4" PVC Pipe = Borings Boring Elevations B1 = 101.20 ft B2 = 101.20 ft B3 = 100.40 ft B4 = 0.00 ft L� 5a hvr]'r k Al 33` y 71//, (14C" 41e a7 /1Ya s/ar WcSF 3r 10 f I` ro 4- �60� ZT'aow Qio RIEr-FIlMEDD JAN 06 2020 ' COPY COUNTY PLAT OF: '• • -•..,,, , ",',• ' 1,0, • ;..\,-c „- - L_OTalOFCS.AAM ;Ij` 1r4I';- aI I LO/ 7®r 6/.e'1.1A. IISS~rl' �� 1 `tea _� t:at ;,1N 'I r' ; ROLLING HILLS ESTATES voi- 'e,PG.4� \,`„;. :=._ _ , -1�,,. 0;32 P0.EUMINARY MAT v a ✓�/'/i0- /"' r 1 I 1 111'♦.- • , , " T1'ILSpE OF TFE PE I(O, --, ..N32__ LOCATED!NTH( MINOFTHENEY.AND THE •• /i i /,,, /,/I ,' STYOM \`.889'3724'E 1314.3'-`. r ^ 'f 1'Sly BUOYED I • I,I. . . . ..dF�N W9��--` MARK W13 FOUND) SIX OF THE NEX OF SECTION 32.131N 0.18W, �"{ ` , J " l �� '- •_ t/ _-_�� 1 _� 1i TOWN OF STAR PRAMS.ST.C0.01A COUNTY Al IU`1 A.4 ra�e853.3Z _�,"..628.QY ^- ir/ WISCONSIN,INCLUDINGLOTI OF CERTIFIED `_, I`♦ ♦,.O.T.1'PA,Is♦ `11\\ ^! j7 '_-:`•`.__ \`♦ I `-'..�` (v ' i 1 SURVEYMAP FILED IN VOLUME 29.PAGE6662 1 .L`'�MRra.nw``,1:_�__ ,R\ -_ �- ,-.-_- . 11 \ 1 DOC NO.IWHC2 `..-- j ♦ ,�`- "`_-_- r , C ' __-�.•s\�`� ,`���I11 I `,�1 SECTION 32 T81 ROM '`! +_--J ,1� _ I n, -[ :a_;\;I,, `:D-'r ; - � 1 '/ G._ - • ^n-77mot= /7,,../..-. I♦ I 4A4'C'•-- - ai' -- „ =3�.1' �_8 � �/_ _. �____ _�, � lr, 7�Tfo�.Yl�f.TAW , % .��. =;" 7T `• ©��/'r! ::11;, 1`/O_� __-'P e r`,♦�I / "_ `1♦�.`�\�y FAA i ,G �I99999f8. "!!A" -� _sZL'y�`/., '. `I 1 ;1 1 l IawJwss ♦ I ` ` Q' i .:♦ rdii mi.��i■ - - L.L=-- --�_._` '�1' 1281.5f14.`♦ ♦t \♦ �,-i} -'�. 1 'kV 'G•,■ \�` --N's -.' ' T/ \ III 1 1'.k- 'I 1 1 EL,7-�, ■ ' '� }."'-------*".'"-"N --'r-.-♦N --\1�` --- in/ I t♦1�`` , !1111111�{ I'` 1 I , r.._L_+.. .- i ^ /--:•,-' \`I, -`._ 'Ir,-♦ + 1 1`♦\ `♦ ,11I III , `, 1i, ' / , M / I .._,,..--/ ,• `I,I �`,11,• ,I/_.a` , =/ . `-�\`;`;;`• 1,1111�t1'` ` I_/ - LIGINo • t' ': ` ,i `,/; J 4 ,; ,,�,,`,, {1, '� 1 ' FOIRO C0( OV 8ECETON COlbBt 1, ' `. ,, • •♦\ , \ ` ` 1• ` ' 1 3 ♦ ,. , ,, ? 1 1, 1\ `--_ A 0 YpADEMUMINOTEO) 1, ,/ -•./\`\\- '\;;' 7, ,' )C%\` ♦ `,\S. _�'\``--'�./ ( • 1_' E FOUNDYr OIAAETER REBAR I' 'I ,-`--`�`�. ---..'1 I-♦ ._ �, / - \• `, `,_ ,`,\=_�1T.::- r _ 1 . FaROI SOUTSOE OIAIEIFR S3011 1,, -Y_ __ `�l___ •, 11/,--�,,, -.T+r ,T__. ♦\,♦\`♦. .-SZ\`�\�-- I \I,p;�1:.......:j PIPE �,®I'I;L„,,,-:�,- '� " {,I`l",(.-Y-a_1281•�.LI, `,�\ \ ' ---`. \ 1i 1_ Gerr Urcul ETER BY IS'IAND 9 r � IrrR{Tfr '�_7'»,t1 {'1�� Sz- I / '' I_:® REBARNEIOMIg17@IBS/ � ^ `/.'� -'-_ I1 ,1P1111r „AGAR'/ \` ` �.`POP J 1 , _ --- LINEAR NEIGHING /:$ / :-- 1 1 i/,Y;Ni:,1 i ;• „� L. , `GLAD\- ` : --------- `is I hiy, i A eat.BORINGS `e,I~ I ir g, / \ 1 U/N(lei‘�h 1 1_ $ ,,ec l 11JAI.IO.M �\ ,1 ti \ 11 I 1# I /'- 1 , ,11, III, 1r1, \1 1 , 1 , , . I , 11 —— BETg/4GNg `I� k\ ,11uu I /,%,%ii"�I/n1I�I 5���12.r." i ( �6 r I i / ♦ ;'a� I i Oyu.• -.- MOIMATER ELEVATION /\3 I , r/. 1 ,' i'/ ,4 4 / 1,I I i j 1, \- - ' , 1 / --1 '' ' g , Z �. , 1(1,',(;,,','"-P•R I`I 11 , ;-� , r / 1 , `1, r•1t C.BA CONTIGUOUS BUILDABLE ACREAGE _sy�1�E-+.',to- 1 III 1 ,/ I`\,\ '-, 11;`,\\` `-.-' r''' / , 1 [ ♦ . : LBO LOWESTBUL11NaOPENING --;1 J-' 9/. 114'I / I 1 1''--i. 1\ 1 `\`. ems!, ' J�_�-' I /IC I ♦`,-$ i '1 J-.7 W \ 1',i, I" ( ' ' `"' .-1```.\♦'"♦\`,.`_\ ,,��` , ♦ 1 ( I 'V �C,11 f PROPOSED DRIVEWAY LOGTION I i L �LWy 111 I ♦ \ ' ♦ `\`-�, , . . �i �•s',. II F- 1n', \\lam—tir��..1281.B7��w �,.� ,-�.LT ♦ �.J R ' BLGPE9 GREATER TW W 29R I I iN ,"T . i 0 9EESUPPIEAEMALLAPFO,, 1 1 1� I -tl,,,;,11 `�—',—j sr."-ss,�� `r ,';, ---f /r,I ` ,F. ACDIT10NALINFORWT1 t 1, i R 1\ -.Y i '1f.I IN `_ �_ ,1 `♦ ,,t •\`1,\`♦♦\' ,,i, .w--_-____•-'` I ,' I ,� `. ''I rW 1 :'/. ,',/J ` ^ ♦1 1 1 1`,',`1♦.\:'♦iLl ,i./+-� .•-`♦,,.``f''V 1 � \ ZONED•RURAL RE90BAIAL "�,Z.� s I\♦I l I L `-� I ,IF---_-___",�\^3�0 , ♦ C. RcrEawo m-81NGLE FAMLY - 't5 ` L a,t L- +-\ ' p-.`•} „- G__.77;^.' • `�� �1 FBIUIIM LOT AVERAGE•20 ACRE L, E "• `• , .\ •-1/4 �-r�,/'I.L,t •a�+1 J r�1�+ -.1, 11,t`` .TRucTIR E mammas ".� _\ , / NO 1 t 1 La t t`♦,.'' S I. 1 /i.' L _=4Ri L /.,� ,�1 I -0V FROM RIOIT-0E-1Ar _/I . - ,NORTH LL•EQ TIE SE)(OF 7\ PE1/4.i (I11 .""-1 i.) 4 )i11,1 ALI MINIMUM NOE YARD IB FOR ACCESSORY) I /�\.`.���`�♦`, ,,,%�♦i,!`1 t♦♦` i/,\\ /I1\ ,- / -.1. ' 1 I -25 MINIMUM COMBINED SIDE YARD _ I L,._ - 1 L,••` ... .,�,, , ♦1281.98'i1+rr- 1 ,C,._, L 4••.• 1 I ,♦,,,• 1,' -25 REM I'S FOR ACOE890W/) ') , � --- \ r Z T12 �l- -N._ f ) `J♦, ZONING REOUBB6[11TB 1Ii , l \\• \ 111`\\`--' III 11I 111I \ ♦ .-.) \/ %/t'/_� I I �(♦' 1, ZOING RE LONTHS MAPS9I.IBECT TO `,\`1 • ),1 ♦\ /111 11,I,,111 I ` \. :/ii,/" \ 11$ , 1 es STATE COUNTY AND TONNSIP WAS.RUES , t ,(` 2T 1 /f,. ;`/♦\,`i I 1'f'/,/1/''1 I \ i'((lc: I-` ``--\ R 1 1 M 1' AND REOUATION8 D.E..METLN ..MINIM �� `_ \. I I ,,� ' ,' l r I ' ' , L 1 r 11'I ' 1 , 1 LOT SIZE.ACCESS TO PARCEL ETC.)BEFORE `,A ) 1La/ de i`, 1 \ 1 i('aI'I ' \ / ♦ 1 .38 ' ,__- I I' PURCIR1TING OR DEVELOPING AM'PARCEL 1,‘ '1 , , -- - , ♦ I 1 1 a f)08.38` CONTACT TIE ST.CROIR OOLRlTY ZCNINa 1.g, 1 ••._ /r'-_fir.--` ' I ,as `,,1 -l----s--_ C-•-'0` (, r !/ 8 , /, '_ .r yq ' _At, ♦,♦ crew- �yq��- y 1 1 OFFICE NO THE Taw OF STAR PRAIRIE FOR i 1 !$$,,„ ,-j_ '1O.d A�1� ♦•\.\`\ 'r Y'.- \\:=- -I I I , r 11 ADVICE "_-,JY ;��\I,Ii / �7( (,1 r) �1r. t - '_� ;,��\ ,, ea.1 .L ll`♦kI. DRAINAGE EASEMENTS - _' , •1,,1 / --, ,,, Y . ,.' ♦ ``,1 I NO IMAGE ER RESDENT SHALL oOANYT/M10 �/ I, �If1/1 I I 1 ,` 11\,♦. '' 1 p -' 1`` i .\ \MT. I �•�)• NMON MUD INTERFERE RATH OR CHANGE rI" ' a,,,,`-\ % \-' \p\\`�`a ' ` J- '-•-(N 1`� , ,/ \- TIEOPERATIONOFTHEAPPROY® , , . -.\ ♦ I`�.__ TI I I , , ( I >' '•r A nL CORiRElE1191vE RASTER DRAINAGE AND 901E _ . , , , C 1 \ �"-'.1 EROSION PLAN FOR THIS PUT TNe wawEs I. ✓ \--- 1 11 , I `,11)1 I `,:: / '1 -I _LVT 1 OF GA.B[ 1 'I �'1, I .-EER-���.I S! BUR IS NOT UNITED TO BI.S27No UPON 1 ``_-'"I I,r1 1, r`�.'I,`yY!/r' I I N3L.."�,Rt6floR? / /'i ,1 1 ,- Ia BLITISN NOT O,FRIINGPR I♦ y 1']I-,-_ 1i1 / , I' , E%Cl1VATING,OR NAMING NAM(POND OR J . - 874.14' 1 , •- ♦ 1 I , / 1 I I / DRAINAGE EASEMENTS.WATER DRNNAAE PI ,'i'",'-•'�/r 1 ) i `,-� 1 1 11 I _- \ /,_—-L / 1' /1- I h PIPES,INTER RUNARYS.VATER -- / 1;/jam{' '')l ' ( L \ 1'5 1 1 , y—Via—— .. 1 CUVERTa,ERMSORGRASS9EEDIPS -_ - -1J' �:•�-i` ' �R 1 1(I I I •♦♦`, 1 C, I I I 1 / / i ,i UMW BUILDING OPOYD 1 0.;,�''�>''-' -`\`. r ♦1♦, I \ ♦, ♦ ♦ ♦ 1 I -� L' /„ I I� a 1 STRUCTURES MAY BE AFFECTED BY MLRME i,% i , -A` f 11♦`, II, A`\ 1,,,,\ ., i / I ♦. `. -�` J/r 1 lyA. a LB.O.ILOMEST BULIINOOPEMNO) ���Q4]]]� ,Ig'i,%i, I/ \•�Y• •` T!,`� t `,`\♦\``-f i,.-._'. .-. I , `"' , r• ` RESTRICTIONS OR USCONECTEDFRdI 1 }'Nib,/�, , . a`1'lt \�`..•.. I,i1 ,♦_� `` 11 �',♦',��,'/, .( g Ij'�.3�- 1 NIGNWITER AREA4 DEPENDING tiDrl TIE G /,,; `1181. 1 ```•• /1 I i ' 1/, ♦`. �, (-e\'i .KKK PLACERIQR OF THE STRUCTUE ON EADI /iS7,STM L r LOT BUILDER SHALL BE RFBP'ONSIBIE FOR , ,,� I ` TIE NORTH 30 ACRES OF SE C,F THE lE7/1 x '\ DETERMINE;PROPER STRUCIIIE ® .AAw.r�,s' - , a' 1( (-- ..c \ I srl/I`J I ,`- ww0sAi ,,, , /1 ]- ELEVATION AID APPROPRIATE SRE ORADIN1 1 �a .L 7 `A \ ,-, - .1 _•-s-��F A- I-_-- . ———- •' - . �j,x I s' ' ` ,`,.' `.589.43'1rE 1315.58'-" `- _�row�S;rr,q�. BENONICS REFEREI D TO TIE EAST �;', ,,_ I -'s `\\]-y` ♦•• \ r $ --' p - - rq1"'• BUNEEA OF THE NO6Ir SECTION 32 urx -.. :J- _,_ ' ' 1�//VrLPO OL.weW---"=_" •�- :_� ' 1 l(,yI \ BEACO NOCOOR IN 81. CROIX KK •-I \I I 'J_ •- i • " �'-'' -`. �-'" f7 ` mom COORDINATE BYSIEY --a , ,1.` - -\ �,,''' , , RALMIMQO011, `, `,. , ( ; ;"' \ 2 ♦ , `� ,'1161l:MfMRI�I/dq (1 1-"- �, \�•�1\ ;, 1 \ •. •.ra `` r N 111E EIEYATD/6 BIIOVII ARE 011 \II I r-�. _ - , 1 I \ ._-____� \ ♦ NAw IBM OAT1A6 DERIVED FACT OPS ems\\�111 DvrtLRL 1\1'1',a'a♦b\1 i I^ - `-:'--\1\1 1, I, --- `- -` S- 1 F Ti ,,. `` •■■Ry1I11 OBBERVATId6 i 1, __r j It�0 I I 1 ,,- I `\ \ ,, �(CORFHL.BECKON 321 1 o ]00 A00 `\` 1 -__ ,+,, ���.,/, . --.♦ ,♦ , `\\-` ` \- (1'STEP.FURRY 1.‘ �� I (—( I I FT 1 i J 1 ,1 1`\\„`..,1 ( '-\ ♦L`� `\ `\\ • -\\ MARK NAIL POUND) Z y;A- .. ,`fit_ T-' -r •' i--t '`,T� � " —.‘Y--. p■�� > E ?;44)y', F zoo 1 _1 III 1 g f °� n n ���Q IlC P.�ZO yg IF IlS ii Od Z M ? .. F _ A4O54Fair1 z_X r� ;ila4„ 0 $ Jig of A ; e (n z?9 ta,- .4> .., ti/y. 2 e, iti (F ti tlz n