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HomeMy WebLinkAbout022-1041-10-300 (2) s < Wisconsin Department of Industry, SOIL AND SITE EVALUATION 3 Labor and Human Relations Page of Division of Safety and Buildings ~c r ah a s. ILHR 83.09, Wis. County Attach complete site plan on paper not less than 1 1 in 1R5i Pla ST• c c eo X. include, but not limited to: vertical and horizonta nce i ~ection 4 percent slope, scale or dimensions, north arrow, 17 ocation and distance to nea ad. Parcel I.D. # APP 13 1998 a oaZ- 1 014 l • .c v - SOD APPLICANT INFORMATION - Please t all !n&3rfiffliffin. Re awed by Date Personal information you provide may be used for secon os LuNIAl~U.y&P)dE15. ( Property Omer arty Location / 6 CT~'RA ~D elW Vol / l ovt..Lot N~ 1/4 /V£ 1/4,S /S T Zqy E (or) W Property Owner's Mailing Address of Lot # Block# Subd. Name or CSM# Y / T 115v coU,...)ry T 3 -csM U-• - a 3 City State Zip Code Phone Number Nearest Road J21 U E fh L(5 w S q0 11-- 1(715 ) qlS - &S q3 city O Village Down C'EREw y E New Construction Use: [Rglesidentlal / Number of bedrooms Ad Itio to ex' ting buildin El Replacement ySo El Public or commercial - Describe: , ~ F6,, K - Code derived dally flow (94V gpd Recommended design loading ate Ybed, gpd/ft2 trench, gpd/ft2 Absorption area required 540 bed, ft2 54" trench, ft2 Maximum design loading rate ' 's bed, gpd/ft2 ' G trench, gpd/ft2 Recommended Infiltration surface elevation(s) 'S'am' Iv 1 ft (as referred to site plan benchmark) Additional design/`site considerations SE LO.l7G` 1 110 //tf d ~ •s SST' , Parent material J G~ 9 J 5,* LT Y 6*,ebi,4f&x TS • Flood plain elevation, if applicable Allf~ It S = Suitable for system Conventi~onal~ ,Mound In-Ground PPrress~ AST,-G! System in Fill Holding Tank I ❑ S Lr1'U E! 5 U El S L7 U L"1 S U U El S lf~u ❑ S U = Unsuitable for system SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Sliucture GPD/ft2 g Texture Consistence Boundary Roots in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench 1 ! p-/p /oyk 3/2-- - Sl L 2-f sbk . S ; . 6. a p•/ io Vie 3/3 S/L Z fS Ae , 4"e c.s /-10 . s ' . 4, Ground 3 y /C9 YR 3/f/ w _ . S ; . elev. ft /01/,e Y~~ 5L -F 5 /04 _s Y3 7SYX y/ limiting Y~ Y` Gas /,."f,~ • v~ e e e_• _ .7 ' • 8 Depth to oT5 y .7 L X .so-oe~Q ('y ,3•(~ 7•.S' factor /O y/? 2.1 71 L12 In. Remarks: Boring # o. ioye 2-1 2_ - S/( 2-Fsbt 41A fX 3 /S .3 loy~e3/ Si L 2~++ f ,►M~~ cS - . S ' , ~p Ground at' % yQ i~yyl /1!d C' •7 • 0 elev. c ,Al- Io/W ft. S 6 7 loze a Z•S 7/ Depth to limiting factor VI(I-in. Remarks: ~T~j/G~•7~ v Glj~"S -$'/FTG/~~"T-~1~ CST Name (Please Print) Signature Telephone No. RoRFR.T VLU *CAT- ~iS' 3?4' 185 Address Date CST Number /fPRI& - f CS 7-AI :X Ll z-- Private Sewage Consultants 655 O'Neil Rd. Hudson, Wis. 54016 ORIGINAL ~L PA SOIL DESCRIPTION REPORT 2 3 PROPERTY OWNER v EMNa~TZ / Page of PARCELI.D.tI O~-Z IO~~ • !Q CPE~'~~DI~IT" y ~of CS~ Boring # Horizon Depth Dominant Color Mottles structure 2 Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ,Trench ; . 3 a•13 loyve she .;4..-je es 2-f I. S 2 3 • s loy~e 312- S/L z -F,5134 i1N 7Ce CS /7c • s ' . • S Ground 3 2.3 10Vie 31,- SL / l'~;;P v~,e cG; - • q: elev. %ae Moll lp 0-30-ft, 7 7•S Slip' / . s ~S L Uf ' -t - • z ' • 3 Depth to limiting ~~O s /Lf f j UQ_ factor ,2 e4' in. Remarks: 1101f &t4f s~T`LGt 27C Boring # Ground elev. - ft. , Depth to - limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Structure GPD/fe Texture Consistence Boundary Roots in. Nlunsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # Ground elev. it. Depth to - - limiting factor in. Remarks' -Boring # Ground elev. ft. ' Depth to • limiting factor in. Remarks: SBDW-8330 (R. 08/95) a - a Y s Go r, Islas U bricht AssocC; Private sewage pOnsultarits 855 o'tJell Rd.54018 w b Hudson, Wis. A GG~ y r GO ~ /3m z SST 5c,,,-E; 30 1-0 p of 3/41 ~ - pip Poo 00, 9S V hT "o as , _ 101,0. t 3z 13 L.- l01 01. 1 { 00. 30 i Of 1-- o T- 3 SvS~EST~ D Nou~O SYSTEM f1OV, W1 Q," SAAal~ 10 oZ ~ovv0 13M. r sv~0~: 'L~ , so Go T G LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF KINNICKINNIC COMPUTER NUMBER 022-1041-10-300 Parcel Number 15.28.18.225A-30 OWNER NAME: First GERALD A Last EMHOLTZ PROPERTY ADDRESS: Hse # 1/2 PD --Street Name-- Type SD Apartment SECTION 15 TOWN 28N RANGE 18W 1/4160 '/440 Line Description Line Description TOTAL ACREAGE 5.533 PLAT CSM 12/3459 LOT3 BLK 01 SEC 15 T28N R18W NE NE 15 02 BEING LOT 3 CSM 12/3459 16 03 17 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 171-General, F4-Prev. Parcel, 175-Next Parcel, F7-Valuations, F8-History, F10-Exit al,y We) x.Y ; 6 FLED 2 JUIN 1 1998 ~ a2~- / DYi 1~0 ppama 5r ! .796 A KATHLEEN H. WALSH 3 Register of Desds /D 4~i• / ~ ' VDU ;,~-Yv ~ SI. Croix Co., WI CERTIFIED SUR VEY MAP GERALD EA11HOL TZ Part of they Norlhecist l 4 of the Norlheasl P4 of Section 15, 7uuwship 28 Norlh, Range 18 West, Town of Kinnickinnic, S7. Croix Co nty, Wisconsin. NE COR, SEC. 15, r28N,R 18W, N 114 COR. SEC. /5, r za m, UNPLA r reD LANDS /2 "IRON P/PE FOUND) R 16? W, / I " IRON P/ PE FOUND I 1078. 03' z' 2 FENCE N LINE NNE //4 N OB • 07'07 "E 267,6. 94 ' 538.03 340.00' 57/.03' 4 I 3402' ' .89' /J63 LO r r Lor2 I . 3. 590 ACRES 4' 4.105 ACRES X/00 V ti 243, 506 SO.Fr. N /7B, 820 SO. Fr. I N O M b y - 0 5. 464 ACRES EXC. ROAD EASEMENTS 3. 869 ACRES EX C. ROAD EASEMENTf (0 It NI 238, 028 SO. Fr. 168, 526 SD. Fr. I b h) F Q IQ 33.0' O Z Z r ~U Z 539.23' 3 Q ,2 5 M v N 87. 53'57"E 572.26' I, I 0O N J 4~b'O 3 Q I N 87.53' 57"E 1112.59' ? I D; O N Q O N ' 339.47" YI 33.0 540.09 ' ~ ° -ic~/7 7d 572.50' 'A ~Q 11~ C 10 1079.56' 4, i O o iob Q Q 00 Lo r4 S L O r N 3.7/3 ACRES Q I 87.545 'E z, 1 Z. N N 161, 728 SO. Fr. I N 103.5 ' 11 I J J 3.533 ACRES q 3,531 ACRES EXC. ROAO 00 ~E ) 70.56`33.02' b 24/, OZ5 SO. FT. EASEMENTS 40 0' I 5. 407 ACRES EXC. ROAD E4 SEMEN rS O 153,806 $O. Fr, 061.50'0 i I JO' O 235, 539 SO. Fr. 2 I / 11f 087.33'57"EE-2-/1 -0=j B.OU'3 I © 00 S 87'53'57 'W 4 5 61.0 0p' 101.02 N 89.34'45 "W 296.18' S 87. 53'37" W 460.50 R /N 89 • 38'W) - p UNPLA rrED LANDS h O W b 2 v Dated: December 10, 1997 "Revised this 22nd day of May, 1998." i 'Owner's Address: W 1250 C.T.H. "J" E114 COR. SEC. 15, T2.8N,R18W River Falls, WI 54022 /couNrrSURVEroR's MON) LEGEND: ```~ttlttt tt fi~y R() Previously recorded data. 0 1" x 24" iron pipe weighing : 1.13 lbs./lin. ft. set. do 0 1" iron pipe found. '•LAUR C M' W HY °C. ALL BEAR///G$ REF, TO THE EAST L/NE OF THE NC 114 OF SEC. 15, T 28 N, R18 W, ASSUMED S N oo• 0 7' oo "E V RIVER FALLS,,: JAG! This instrument drafted by Laurence W. Igo F~ O Murphy I SC4LE / 200' ' aurence W. Murphy 0 30' /00' zoo' 300'• 4 00' 500• Goo' Registered Land Surveyor CURVE DA rA CURVE CHORD BEARING 7CHIO,0RD D/Sr. ARC D/Sr. RAD/US CENTRAL ANGLE /Sr TAN. BEARING 2ND rAN.8EARING /-2 574.46'58..1 "W 0779/.57' 200.00' 26•/3'57" $87.53'57"W S61.40'00"W 3-4 574.46 5828B' /30.01' 283.9757" S61 •40'00"W $07.53'57"W S-6 074.46'58.5"f-' . 93' 99.80' 26•/3'57" 087.53'57"E N61•40`00"E 7-8 N74.46'58.5E .73' 121.79' 266.00' 26•/3'5%" N6/•40'00"E 087.5 ' 7" --r SNEEr / OF 2 VOL 12 PAGE 3459