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HomeMy WebLinkAbout032-2132-40-000 (3) j Wisconsin Department of CommerRECEIvED SOIL EVALUATION REP Page ( of~ Division of Safety and Buildings AUG U ll_~ce with Comm 85, Wis. Adm. Code L rg / U P~ U / County 1 Attach complete site plan on pa r not less than ~ 1/2 x 11 inches in size. Plan must include, but not limited to: vertical ~edhori ~E'r point (BM), direction and Parcel I.D. percent slope, scale or dimer*0gKpp, M and location and distance to nearest road. ~-.1 2 - 2 Please print all information. Reviewed b /Date Personal information you provide may be used for secondary purposes (Privacy law, s. 15.04 (1) (m)). K a / j 7 Property Owner Property Location Govt. Lot 1 /4 Sl /4 S/ T 3 J N R 42 E( ) W Propertv. Owner's Mailing Address Lot # Block # Subd. Name or CStv~k city S State Zip Code Phone Number [:1 City ❑ Village ;Uqow,n Nearest Road ew Construction Use' esidential / Number of bedrooms Code derived design flow ra e 0 _ GPD ❑ Replacement ❑ Public or commercial -Describe: k'C~ 11w/ ~ '1J ? - :?~Z Parent material e~ Flood PI elevation iapplicable General comments and recommendations: System Type D 4e '1~0 System Elevation F11 Boring # r❑ Boring n ~F pit Ground surface elev.' ft. Depth to limiting factor C-~ 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 0 Jar 31-71 Z4 2 i • 7 s, Borins # Boring t~ A Pit Ground surface ele~ 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 l - 2 3l Z - Z r 'r_ G 7 - 2,,- 5 - Effluent #1 = BOD > 30 1220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 715-246-4516 Property Owner _ Parcel ID # Page of ❑ Boring Boring # '[j~pit Ground surface elev. 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 `/-30 .-n • ❑ 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/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring ❑ Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil Application Rate Horizon ' )epth 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 = BODS > 30 < 220 nVL and TSS >30 < 150 mgA_ ' Effluent #2 = BODS < 30 mg& and TSS < 30 mg1L 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. SBD-8330 (8.6/00) Soil Test Plot Pla Project Name John Melvin Sh Bir Address P.O. Box 21 Somerset Wi 54025 TM #226900 Lot 5 Subdivision Rocky Ridge Estates Date 8/6/12 NE 1/4 SE 1/4S 1 T 30 N/R19 W Township Somerset ❑ Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 1.25" pipe System Elevation TBD *HRpSame as Benchmark 174th Ave Scale is 1" = 40' unless otherwise noted B-2 130' 97' B.M.* 15' -1 70' 5' 25' 95' 35' B-3 9% Slope Property Line . Sib-71, (EMZ ~ ll~f t~lV~d•111 1 1 : golf i 0 Rd Vol n" . -~y f, % ~ w• 1 1111^ ~N Nn 11' qty ( 1 1 1, 1 ' tl t i ~ 1 1 ~ 1 1'1x1'1'✓Il ~1!1 1 Aj 1 1,1 ~ 1 Ill'1 111;;1 ;,1 ~ ~ c l ,.Y ► 1', , ~ 1;1`1,1, 1,1,1 ' 111. 1 J 11 1 7•' 1 1~1 1 1 111 N ;•;1~ 1' '1 1;1,1 w I ~~11 'j 1 '1x11+ITt'' l 1.1 1 1 11 11 1 1 11 1 l 1'1 p!41,~{~.1 1 1 1 NA C' ~1 p I I 1 1 1 1 rl 1'1 1' V ~ 1 1!t 11 11 , 1 11 1;1 ,1 11 I J 1'' ~ 1' 1 1 1;/ ~1 1' 1 I 1 1 w 4,:4 111 nfl 1'1 1'IfJ 1'4 t11; ~ 1' I i 1; 1;~ r; 1~ , 11111 11 111 11 ,111 111 111 111 1111 1 .f 1 J,1 15 x1,11141;1, 1 N ,/,1, 1,1, ,/,1 1 ~ I 1 fl 1,4,1 1,11'1' is ~ 11111'1 l,'1 1'1' 9J+' 4 ..N it ~l~1~~4,! 11,1;(,1,111 ~ ' 1. 1~,, 1,1 41 ~ •1`, I kJ111,1 1,1 1`1) f . . 1 1'1 1 a. 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Iti u~S{;j,-{, ~ ,e '1' 1 1 Ilill}j• Q IV A.. ft ,r i I,li r,l 14 ,1,1,1,1,1 f ':i1 'l '1/1, 1;1 11 L111 I t l 7 1 1 p ' 1 r ,1 , 1~ 1 1 1 f 1 Ilf' 1 r 111;1 1'1; N 1 ~ ~ 1 1. t,''1~1 ~ ~ , ( 1;1,1, 1,1, 111 , 1; 11 w / 71''x, C?~'.. 1 S•, II 11 I I ~1 \ y 1~ ~•M 'J ,I LL pf+l; l' gY ,I; 111, W ~ I ~11i;1 ' 1 1 I 1 4 f. 'C ~It ~ , 'r }1~ tj~111 }I;r;f;l I 11~~~1 ,1(~t,1,%4•' ,'1 1~111'tlt SS , ~ . • ~~j{ 1 r ; 11, , + t ,1'1'1 'j111 1111x7 Yr 1 1 1 l 1 PPII t 1 p 11 i 1! ~ ~ , 111 l r 1111) 1'11 1 11 1 a 11 1 1 1 1 / 1 1'1 1 1 1 1'1 1 I r + 14 1 1 4 1~, r 1 1 1 1 x 1 r 1'1 1'11,1,111111 l ''i 1111111 4 llr M, 1,1;/,111, '1,1 5w ,1,1,111'1,1,1,1,1,1 >i ;11;1;1'1'1'1 1 1 F 'I~ 1 1 1 1 1 1'1;1'I1~'I '~11 1 ! ~ 111 rll,; 1 / ~ 1',',11 ,1,1,1 11 ♦ ,1,1, 11 ;1 \ 1 1 1 1 1 1 1 1 l 1 ''I l i'.~)' >r 1 1~1 \ 11'1' -1~1r '1'1'1' . F ;1~( 1~~1' 'i \ 1 1 1 I rr 1 1 1 ~1` \ 1 111 l;l 1 r 11 'N 1 `I„~ M ~ ' , 171¢,1 '1 j'''1 111 11'1'1'1'1;1 1;1'1'1'1'1 ' " r ~ ~ 1 ; ' .:.N 1 .I 1,{,x;1,1,1,; Ip,l,l 1, 1'I '1'1'1 Ilt'1 I I r , 1,1 1 1 1 1 1 111 1,1,1 , 1;1 1 1 1, 1 11 f,1 1111 II 11111 4 1' 1' 11111,•1 11111 N l , p 'V f/I 1 1 1 , ;1;1,1 1 I;t Zl; 1, 111;1 I f 1 .1111111 L s y y yyypp,,,, 1 ~r j N 1 1 1 p 1 1 1 1 ' 1 1 1 1 ~ , ■ x ''1 y 11 w / . 1,1,11 Ill,;;', 1,1 1 1'1 1+11 } 1'1 1 1 1' 1}x1111 , r 1 ~ '.r!{' 1~ 1 ~Y • + , ~ ~ Ip, •'I'. 1111 1 ('1'1 , I l 1,1111 1 ; . ~ f'/11 b~ la ,1,1 1,1 # 1 1 j L 1 I I t w t + ' ' 48 11•"r I \.b. 1,1,1 , I, ` l; r,l ' l , II,=,i , Ar t • 'Itl l 1:' •S ,111 /1 1 I f 1 1 ~ ' 1 wfi ~ Ijl 11'1 'i. . 1 1,1' '1,1 111,1,1,1,1 1, ♦ .1 Ill 11'1'1'1'1;.1'11 ~ ~ ~ 1 1 1 ' 1 ,+4.. 1~ x,11111,1, ,1 .V\1 .111x,1',,1 1 ,1 ~ i , j ` ' ~ 1 1 1 1 14,4p I4 Is I ff ~ . 1 1 it { •a ~ ~ ; ~ ~ 1 '41''1 ' .III ~ ~ ' + N w w I~ IR 1 t Yt, ~1 lp,l 1 i',i/;•;~;I;1' ' y S:. I, , r f 1 1 1'11 1 ip It,l, 1'1'1,• 1 1 ~ y 1• 1/ {1111, 1,1,1,) 1, 1;1~ % T. j 1 I; ~ f 11 ` ~ Y!1 /,11. t~"• 1 1~ i I I I . °r~ .1 rk• :IH t 1• 1 fd , 1 ~ ~d o O 1 Oi ` 1;111 4 ~ r~ $ bo q { x 1 1 x ,1'1' - ~L-t.w r 1,1 If,,111i 1 .OOI N , O .['Ill It. i...~. . J.. ..,r. 5111-0v (11,01 ~ \1 ~1 CCU Wisdt hsin Department of Commerce SO LA>`1D SITE EVALUATION Division of Safety and Buildings ' i Page of Bureau of Integrated Services in fox"clan ~iVIQi1fkiF HR 83.09, Wis. Adm. Code o County Attach complete site plan on paper not less than X11 inc~ . ize. Plan 1060,, ~ ~Q J include, but not limited to: vertical and horizontaf reference poirtt 18M 'iiir6ction 460';t percent slope, scale or dimensions, north arrow; arid,'loca on and distance to neatest r ad. Q Parcel I.D. # APPLICANT INFORMATION - Please print all in thn. Revie ed by Date . ! l "PITY %g Personal information you provide ma e used for seco dory putpi" 15Ag4 (1) Prop e' Owner fy~ erty Location ovt. Lot 141,6 1/4S'E 1/4,S T ?Q,N,R / q E (or)W Property Owner's Mailing Address Lot # Block# Subd. Name or CSM# _ ~ Sfc;'~~l / 731 1?S/_y ff, - /A/A RoCk 111',4e city r state Zip Code Phone Number El City El Village Town Nearest R~~ ~/ej lejC6Moi,4~ GUT, Sy017 (71S)ZS/7s'~~s Sol-j-~erSe S ® New Construction Use: ® Residential / Number of bedrooms Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow gpd Recommended design loading rate bed, gpd/ftz 0 S_ trench, gpd/ft2 Absorption area required `sd o bed, ft2 trench, ft2 Maximum design loading rate • 7 bed, gpd/ft2 trench, gpd/ft2 Recommended infiltration surface elevation(s) 93''~ S ft (as referred to site plan benchmark) Additional design/site considerations /J Parent material G~ce c i.x ~ 7%r/ Ay 27 4/P Z Q eheFy fQ.- Sr IOct M Flood plain elevation, if applicable A111` ft S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system ❑ S ®U ©S ❑ U ❑ S Mu ❑ S ® U ❑ S I ❑ S ® U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in.. /M~unsell Qu. Sz. gCont. Color / Gr. Sz. Sh. Bed Trench -16 °7,frR / ~ SL A5,6-e ~vf1 C cu 1 m . -Y ;.S Ground 3 7.s_yll (ilA _~_j c,-G. A56h yh f~ C w elev. r *J. I y D- 7. Ylr' F F z:yrR j S"~ /r►f~hh ~i fir - Depth to limiting factor y d in. Remarks: Boring # i ~-9 ` ► % SL 114Jik 2~'yi 2 -13 75?'-If Y-j )/A SL Ims,4 hheecl C&,, 1 rh . y ; .s ' 3 13- AYR % f ,~L )-6k 1'f c c~ h' 7 If Ground //t 2 ? 0M M M-rt A( f 8'y G. S ft. Depth to limiting factor if in. Remarks: CST game (Please Print) Si ture Telephone No. r1 an , PGt~Re ~~Ge _71,57- z~ Address3~cjg /92 a 0 e SD✓yrel sr f 10 ~~~2j- 2Date 5 9Y 231.3 Number 4 ~yI S f h~f~l SOIL DESCRIPTION REPORT PROPERTY OWNER / Page Z of PARCEL I.D.# ~2_ 21UV6- Lo Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots G~pjft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench s ~~is6k yylv~,, cw m , y : , ~~YR%Z AN Ground 3 I6 27 -7st~ / / r ~-T SL llvf6k rn-10i C lc, Depth to limiting c~r in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench Boring # Ground elev. ft. , Depth to limiting factor in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: SBD-8330 (R. 07/96) ~L I 1 r i ~ ~ f I I 0 1~7 1 SVo17 I I i , ~ I i_ I I I t-- ~3~C~b r►re il'~ '©h}t Lo t(' Co~.o er .14 p 1f~l~NO/ j , , IAN y ~ ' i t L ff t f w t { s I i ; I I t I ~ a i ~ I I I ! ~ I I I j t f ! i j ~ I i ~ i 1 I I I i I ~v r t-- 1 t r t - I - f Y ~ ~ I 4- I I I ~ i I :i I i i 1 i I I I ! ! I ! I i i I ~ ! I I ( I I 1 ~ I 1 I ~ ! I ~ ~ I qj~ - t --~----i t a c.~t a t~ i fi { 1 { - _ - I i t- - I - t-- f f ~ , 1 I, I p ~ I I I ~ I ( I I ~ t c 1 v I I _ t ' ~ I 1 , I ' ' ! I ' #I t ~ I w 1 o' 6 er it ' j ' I s ~ 1 I ~ ~ i ~ , I i T t ~ I ~ i ! r ~ ~ ~ i~ o r f I ; I I ' i ~ w iL ~ f ~ E ( ! ? i i I 3 i s E j + i I E i I i i ; ~ r` r ~ ! I~ 1 I i I~ ~ ` I I I - - ! f ! t i j 3 = I 1 j ~ r 1 ' 1 E t i 1 - ! 3 ' i j i ' I I II-- 1 i r E I T I 1 1 ( } s i E i } E ` r j ) r j ! ,