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Home My WebLink About018-2011-49-000 (2) 0 -consin Department of Commerce SOIL EVALUATION REPORT Page _ of , Division of Safety and Buildings in a Erd D'Ne r Cixlo Cowdy Altactf cvngrlele site plan on paper rrot less 11 erclres 6r size. P include, hart not fhnifed to: vertical and horizoo t BM direction Parrx'I I.U. percent ~ lope, scale or dimensions, north art t of to no s road. Please prln[ alf virmed Uate drx O Pmvonel Information you provlde may be used for (c nZr,' n~ A ► i~ ! ,/y/Q Propertyowner efty t Govt Lot 1/4 ti 114 S _90 I Zq N It i7 E (0 Properly Owner's Mailing Address Lot q# OW # SutxJ. Name or CSM# , City State- Ip Re Phone Number ❑ City village ~-town s Nearest Road 414~6v) 0 (5) 23 r I'New Construction Use: esident'ral / Number of bedrooms Code derived design flow rate ---45-0-1-4-60 ---GPD Replacement ❑ Public or commercial - Describe: Parent material Flood Plain elevation if applicable R• j2 J--e tj General comments SY ~ ~ and reconunendalicxrs: 00 FF] Boring `11 'd M Boring # - " Pit Gruund surface elev. ~OCp r Q _ ft. Depth to limiliny factor in. 1+_ Soil Application Rate Horizon DepUn Dominant color Redox Description Texture Structure Consistence Boundary Roots GPD/IP _ Ill. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 r CS ( 6-1-7 10 r 3 /2 5't 1 2nn5bL _ry-4_--Iv - f - S, z 1-1-39 5L Zr IL _ 0-5 3 q- -t3 ro rs s L- _ Cw u Lt3--7o io Iz c~ P ~1, li o _ Orr, _ - - 4 ri-I Boring # F1 Bonny Ground surface elev. 10-7 _ fl. Depth to limiting factor Sob Application Rate ilotizon Deptli DorninantColor Redox Description Texture Structure Consistence Buundwy Roots -r- GPDIfe in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'EI(#2 Io F2 5-1 I y, C5 ivy 5 S Z- 'Jr (4 3 f d S c w - , l,z 1.0 '4 b r-6) Z- Ct P 't Jul t5 brY, J - to Effluent #I = BOD > 30 < 220 nxi/L arxt TSS >30 < 150 mylL ' Effluent #2 = BOU < 30 nig/L and ISS < 30 mg/L CST Name (Please Print) Si natur CST Number Address Uate Evaluation Conducted Telephone Number C7 (5)71oD__ 0279_ r ~I - -r - e Properly Owner _~-5/'! Parcel ID it y Faye Boring # Boring _ f , Q I y I Pit Ground surface el©v. It. Depth to GnM6ng factor ~SZ-- irr Sol Application Rate Horizon Deptir Dorninantcolor RedoxDesetiption Texluie Structure Consistence Boundary Roots GPDIfF Gr. Sz. Sh. 'E((#1 'Eft#2 in. Munseli Qu. Sz. Coat. Color _ C-5 I -vi - Z I I© y 5t. ZmS ^ _ r l} _C- 1,0 3 ~8 - SL rn~ rnfy- C w _ ~_C7 ❑ L~ Boring # Boling E] rSon Pil Ground swfac a elev. ft. Uepih to lirniliny factor inlication Rate Florizorr Depth Color Redox Description Texture Strudure Consistence Boundary Routs PDAF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'ER#2 f~ Boling Boring Al Ground surface elev. ft. Depth to limiting factor L--J ❑ Pit Sol Application Rate Horizon Depth Dominant Color Redox Description Texluie Structure Consistence Boundary Roots GPDIfF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I Effluent #1 = BODS> 30 < 220 mg1L and TSS >30 < 15(1 nrg1L ' Effluent 112 = BODS < 30 mWL and TSS < 30 mglL i I 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 fomrat, please contact the department at 608-266-31 S 1 or '1TY 608-264-8777. SRU-lUlOIR-Or/Orlr L ti F PA(;E 5-OF- t.(QW0 SCALE: I yQ - - - $enI ELLVA'1-101J:_ L00 - d Dtvt 1 DLSCRIP 110h1:4j - BM 2 ELEVA'1 10N: - - / - - - G~ 3 - arvt z DESCIi►rrrui i:~ (°v L SYS'I'Eivl L'• L1iVA'I'I~ )11: _ _ lG ~~_U _ svs'rEM rvri:: - (9 ~a a ~ Mou ic( f I a 25 / S/ate a 1XI or as z 9Y SIGNATURI::_ IM I-,: e LVV~'~►1 Cv IIV I nG Ir.. ■ i-r v. - - PART OF THE NWI/4 OF THE NW1/4 ALL IN SE TOWN OF HAMMOND, ST. CROIX COUP x 1038.2 ~[~p ~D ~D~ 1047.0 1036.1 x 104 - U NTY T - --U-N-K--H I- WAY-11T~43.3 - 1 6.3 _ - . ~ x ..040.4 - _ ar- _.--'--•-384. • ; r .558: - - - - - - - - - - ! ` . I . Q4:2.9~~:.;.;. . ' L❑T 51 L❑T 50 . ; 1.99 AC ES 1.88 ACRES 86590 S FT. 81794 SQ. FT, e s (1.7 AC.) (1.8 AC.) ! ! x 1039.0 1046.3 ' ! 34.35 410.77' 1 b 41.4 x ! 1049.0 i ~ i i L❑T 49 ` i. o AC ' L❑T 2 82575 Q. FT. 2.00 AC ES 041.2 AC.) ® : 87125 S FT, (1.9 C.) i i 1 ! ! ! - - - 41 33' 1 434 5' v ! o 14' 217 1 900.0 ' - 211.9 N N _ m i .p _ 100' i i 00' A i ~ i i ~ ! ❑T 5 z ' 1 o5q• I 2.00 AC ES x I 87124 Q. F1 Q L T:48 L T 5 I (1.8 AC.) _ 1059.7 2.00 CR 1, 1 ACR ; 8 129 Q. L❑T 7 33 S . FT. (1.8 J ACRE ° (1.8 , C,) ; 87158 FT. \ ( AC.) 1055.2 \ i ! 1(61.3 • ! 30' i i i i i ~ 1057.1 4-4t - .14' '--•200:01'--'--' - ' X- -