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HomeMy WebLinkAbout016-1003-31-000 RA I )) CST-, r .2 / — yNg Wis. Dept of Safety 'Professional Services 21 SOIL PORT Page / of 2 Division of Safety a t Buielint,r p% 2 in accordanoeiwith SPS 385.Wis. Adm. Code Coun Attach complete site non papdr pot laser ditto 8 a/2 11 inches in size.Plan must tr.3f ear. include,but not Jim' to:ver app nos point(BM),direction and Parcel I.D. a 't percent slope.scale rth arrow.and location and distance to nearest road. Q1 G - II0 3 - - )r Please print all information. Reviewed by Personal Date Personal information you provide may be used for secondary purposes(Privacy Law.a.15.04(1)(m)). iik. "/7lC Date /4/O C Y Property Owner Property Location S� 1 N r;irst4 ii luxe, 54 ,k -Tr Govt Lot 5 4,01/4 S,.0114 S 2- T 30 N R 15 4E-1•ore Property Owners MaNing Address Lot a Block# SL artta Tater Q - v�L, City l /• State Code Phone Number 0 City 0 Village ®Town Nearest Road frt�1./ y WI/ 161y'o/3 1 ( 7/5 )245- Y 4ter�,�d I sic 0- 51- New Construction Use:Dr Residential 1 Number of bedrooms . I Code derived design flow rate Y—SO GPD Replacement 0 Pubbc or commercial•Describe: Parent material data, red Flood Plain elevation if applicable 2_,,ale )( ft General comments V l �c�\(\ c�er i en and recommendations: 1. ' Boring a Boring ❑ Pit Ground surface elev. /00.i ft. Depth to limiting factor /7 m. 1 soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure :onsistence Boundary Roots GPD/h ' in. Munsefl Qu.Sz. Cont.Color Gr.Sz.Sh. •E E fla1 ' R#2 / 0- 9 /o1 s; I 2A14t 3A +xptv.pr es 2.P �,4 ,$ Z 9-/y toYRS/M S, l Zmetblc /wv.r es ec , 4 , 8 ,3 /y-0 tb`ttMf8 Sc 2Rra ik m A. e.s I ? .2 .3 `/ i1 '/b 1ayfzs1 7.syR6/€ '2ds�+s_ se. _g4r�k �J - .s _ — , 2 . 3 • - - - 0 Boring Z Boring 0 0 Pit Ground surface elev. 97.97 ft. Depth to limiting factor 20 in. Sal Application Rate Horizon Depth Dominant Color Redox DescriptionTexture Structure :onsietence Boundary Roots GPO/fl 2.in. MunaeU Qu.Sz. Cont.Color Gr.Sz. Sh. Sfle1 'Effie?0-/I /oY23Iz s,'/ Zmctbk //tliPr es ZP . 6 . ¢S / 2 //—/, 16`lrsly S1I Zile 46k ,)W - ts eP , 4 , 8 3 /1,-W j64R5/B sc, , 24C61105 /WA. es lP- , 2. r3 `/ IiYRsits T.5/R % 92JyjPa sc . 204 k M45,- 9S — . 2 . 3 •Effluent#1 .BOO ,>30<220 mg&and TSS>30 <150 mg1L 'Effluent*2-BOD ,<30 rng/L and TSS <30 mg/L CST Name(Please Print) Sign CST Number A/c%ae//flyers 2G79�� Address Evaluation Conducted Telephone Number 29,13 /3e/vtAi; 1'104e/.v/e4, w, slid/5 ,/- 2 - 201/ 1/S-245-V,1S Property Owner Parcel ID# Page Lot i 3 Bortng# Boring ❑ pit Ground surface elev. AM 2 7 ft. Depth to limiting factor Z 2 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure :onsistence Boundary Roots GPDHt ' in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. l'iftel •:ff#2 O-I o (o 9R 3/y Si( 2nus6,K iikv Pr e s 24) , 4 , ? 2 10-15 (oYR s/y si l�? sbk MJ�r CS lc , le , c' 3 15-Z2 1oYns/8 sc. 2rn.4:46K "qt. C3 _ lf , 2 ,3 22-'IG (a`IK 'Ye t. ig'fB �'rd�,}s SC. l 12n+.abk *+'Pj s — , tie , 4 If Boring# Bonny ❑ pit Ground surface elev. /?a,# ' ft. Depth to limiting factor I/ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure :.onsistence Boundary Roots GPD/ft ' it Munsell Qu. Sz. Cont.Color Gr. Sz.Sh. -_ •r2 / o -9 /0 yR3/t. sr/ 1 44k• ntt/e►- cS 2P , 4 , $' 2 9- /3 /oYRs/y s,'l tabk , MJgr Cs lP , 4 le 3 /3- /17 /oYR % se zikuebk n,F', e5 I , 2 . 3 y 19 3z /6 YR% 7.5Yz 6/8 Pas'tId, sc- 2•44-461< n,lc,. 93' _ -- , 2 , 3 5 32-Si i bYK 4/8' 7, 51R '8Pld 5,otf se,/ 2iu4LK meal e,S - , ii , 4. Bonng # ® � ❑ Pit Ground surface elev. /O/./2 ft. Depth to Smiting factor Z 3 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture II Structure :onsistence Boundary Roots GPO/ft ' _ in. Munsell Qu.Sz. Cont.Color ,Gr. Sz.Sh. 'Eff#1 'Eff#2 / 0-13 l b'1C3/2- 3// ff 21nabk /uv 'r C S 2 c , (e ,c? e /1-/8 (oYR 5/y _ Si! ,20xabk mvcr , es _ I f _ , G ,g 3 /8-Z3 (o•Itt. 5/g sc- qjK nt1) CS 4 , 2 • 3 ''1 23-33 /c 4fZ 5/8 1.5112 44 Prdsp„/ s c_ 2+itaL l.- nt.f/ ct_s - , 2 . 3 5 33-y1 /G Ya 4/2 ?. 0IC S/S -P2p yrair, s c.', R.KndK kt4ci <-S , Y , G Effluent#1 =BOD r>30<220 mg,L and TSS>30 <150 mg/L 'Effluent#2=BOD ,<30 rrg,L and TSS <30 mg,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-?151 or TTY through Relay. serW]N,(Rr,/,I) • a • CHECK BOX AS•aa rya c CHECK BOX AS APPUGaa.E. NI SOIL EVALUATION Scale: 1"=40' © SYSTEM PAGE 3 OF3 SITE MAP ° j//7/� i PLOT PLAN PROJECT NAME: ////////l/� ,/ ��� �- (10 n prMM) 10I/! DESIGN FLOW: GPO /-(are/J 5 J�/tt S4c k''f i-✓s f' /!- Attach design flow calculations for commercial plans. PROJECTADORE4 3 IC*``sfmbo rrktz i� ws� 2.0 PipeMaIBd I AMTM Standard(Tables 384.E a 384.sab) BM Syl 4 au EMtvetlme 100.0 FT `... Smarty Sevier— —• au Dasd lour /rot 10'04Y milt • Fo.c.►1.Me wires myth try RealiCatit (%) 6 `/6 vies Symbol(NePp1caONk Q h Show ground elevation contours at suitable kennels. 3 it, rk- Sol- i M IT ro ml 'N r 1 I A Ill- w 3o"e.k.-erec 3-- I gm rt2- 99.5 1'= Ada( n i —la I E l = ino, 3 'b j �� FS2 = 47.`t 7 0 I ba 83 - IoI.Zd/' I `9' (35 = 161 . 12 " II -ia7 1 ` 1 I I I I 4::. t"- 'co , ita.It, j 0"- cr a. p PI c r 8 /h e/S-r 247`a ),...1 7 ' ' 1 SOIL TEST LOCATION (srn-a,)I-oqo r'y CERTIFIED SURVEY MAP r PART OF THE SOUTHWEST QUARTER OF THE AFC 06 2021 SOUTHWEST QUARTER OF SECTION 2, TOWNSHIP 30 NORTH, RANGE 15 WEST, TOWN OF GLENWOOD, ST. CROIX COUNTY, WISCONSIN. , West 1/4 Corner Each parcel on this map is subject to State and County laws, Section 2-30-15 . rules and regulations(i.e. wetlands, minimum lot size, access to 2" Iron Pipe - ruo parcels, density limitations, etc.). Before purchasing or .o I o developing any parcel, contact the Community Development I N Department and Town Board for advice. �I �' � I m Lot 1 and Outlot 1 arezoned R-1, Residential N \ i District, which allows 1 principal dwelling per N ^ 10 acres. Please contact the Community r , ^"' 1iS " N Development Department for more Cr/ N OA, N. information. UNPLATTED v m N S/ u, N. �ti c N. PREPARED FOR: LANDS co p C e o J S89'59' 2"E N.z ',N 143 Philip McCarthy N 4 ' N q< N , 2977 130th Avenue v� sa test 6.5. N 1.1i4 Pp N Glenwood City, WI 8, • 40 N Ouflof 1 area N LOT 1 Sr ° w•\:. 159,194 sq.ft. 0 3 oo �w�'o 3.655 acres a 87,166 sq.ft. v, a - - I incl. r—o—w 0D 2.001 acres 42 -^ ,r� a\ ,^\ , , P I o ,l 74/ -h'q�. e 132,741 sq.ft. 00 281.71' ti I IT 1• 3.047 acres a' N89'59.22 W a" / / A 0 excl. r-o-w °i ••h 0,d I v y• a / U_NPLATTED Lr+ w Ouf/Of ,1,"11 .- �y0.j� LANDS (c1J,, cr. 0, e12e,6-'' ,- 4o7 (--r/ North is referenced to the o• ,o :• •q ' ��./ West Line of the Southwest Southwest Corner / 56s.c,-5 Quarter of Section 3-30-15, Section 2-30-15 ., / - South 1/4 Corner which bears N00°22'25"W Survey Mark Nail— A ••/ Section 2-30-15 (St. Croix County Grid System) _g _ w �N89_59'22"w ►�uminum Cap see 2663.1 D -NI 170th Avenue detail 2668.43' DETAIL Completion Date SCALE- 1- = 200' / December 2021 _1 (533, 0 200 400'LEGEND L DRAFTED BY. 8_.. Found Government Corner 2663.10'Set 1" x 18" Iron Rebar Joel A. Brandt o weighing 2.67 lbs./foot N89'59'22'W JB Surveying LLC Sheet 1 of 2 Sheets