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HomeMy WebLinkAbout020-1142-40-000 p e°a o c ~ I N € I CL N v ) LO I 0 o I cc N U ~ I aNi N Z fq LL C 0 I O 'a - Q tin -O o I i CD I Z E 4.; O I O Z 3 a m M H Z I c 0 o z g C m H z ~ -o I y o z z O N E z 0 co '0 'a CN Witt d - d I a M Y c 3 o G a` .o E N N W a l U) I o rr Z m CL IL CL a U') in J U 3 rn rn O z ti O o N O O ' Cl 0 ~ E N c Co 61 Q fA f0 C ~i o o W vi C ` 0 co O v LO N C ~ N (O o 4) V ~ N C d C N 0 CD U) a- N N > c€ E 16 v I Li Qj y 0 H N t a~+ -a n O t FH O N - 7 S~ C •O O M 2 Co r O Z N Z L9 2 (n ~ I :U E ~ E d V v~ CL 0 0. • d c ~~ww _1 A cia""~ 0Uci f GS AND SAFETY & BUILDINGS DEPARTMENT OF REPORT ON SOIL BORIN DIVISION IN[c;ST'iY;' P.O. BOX 7969 L`ABI,.R AND PERCOLATION TESTS (115) MADISON, WI 53707 HUMAN RELATIONS (ILHR 83.0911) & Chapter 145) LOCATION: SECTION: TOWNSHIP UNICIPALITY: LOT NO.:BLK NO.: SUBDIVISION NAME: NW1/sw1/ 3y /TzgN/Ri4E(or yAn')03f)v s79'JM.YS PMZmoN COUNTY: MAI LIN ADDR SS: Z LI83 Et>G C_ CUw! a ~O Ar I~ S'T-. C.Z.u1X 't) P~,3 C3 f~~-L ST-. TAP L) MN SS)I USE DATES OBSERVATIONS MADE ~X NO. BEDRMS : COMMERCIAL D R TON: r~ ROFILE DESCRIPTIONS FICOLATION TESTS: Xpesidence ,i - New ❑Replace L/ RATING: S- Site suitable for system U- Site unsuitable for system O+u 5 T!` w ~SO/`1 Q1V U ' 1 3. q 0 r ONVENTINAL: MOUND: IN-GROUN E: S -IN-FILL OLDING TANK: RECOMMENDED SYSTEM: (optional) 0S EU ®S DU ElS EU El S CCU El S ®U - $ 'R~c►~ If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the N. k Floodplain, indicate Floodplain elevation: N\- under s.ILHR 83.09(5)(b), indicate: PROFILE DESCRIPTIONS BORING TOTAL P H T R UNDWATER-INCH S CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH IN. ELEVATION pgSERVED TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) B- \ IS a 1vo~vL > 3 5 SEE- Z-,-NGc 3 o tr 3 B Z 3Z Q~.~( 4 7 3 Z B- 3 --1 S 89 - 8 7 S B- B- B- PERCOLATION TESTS ii DEPTH , WATER IN HOLE TEST TIME DRGPTN WATER L V -IN H RATE MINUTES INCH F NUMBER INCHES AFTERSWELLING INTERVAL-MIN. I t -PER 100-2- PERIOD3 P. ~`3 ?JO 3O 3llb I./ Z-7 1! Jll I, Z S P- Z t o Y.~O 3 0 31 C6 p- iz~l P- P- P- PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori- zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent of land slope. O~ S . S C~o1~ov-l OF 13~D> 6C ~6 Y'1P(QPEO kS P1~'1CSZ~J ~.l~hl"1 SYSTEM ELEVATION Mvv-'~ Z' o~ s 6 ~V J_ 1__ _ S~~ 3y 1, the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin Administrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief. WE GERER S011 TESTING NAME print : AND TESTS WERE COMPLETED ON: DESIGN SE ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER (optional): (2..3 T`pt~, oS-)C. LS-%42S-OI(, 5 P Of BOX 7-4 491 N MAIN SIX, RIVER FALLS. WI 54022 CST SIGNATU LE: 715--425-0165 L/2/G DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. PAGE O~ 3 DILHR-SBD-6395 (R. 10/83) - OVER - - e).- 1uO. 0~ Or.► 1 ~1 1 Rx~riJ ~1 PL 1-oT ~OR-n~ L Z Svp =wE~tL `to 13E RT LEWr Soy FfWH Y-16u&,n . llm _ fit.. q8.$ ~ 4N rS ~4 KZ" wou~ _ S7tttE W!~-IYTN ' g,2 is f ~ 1 1 PZ~ ~Z°1o 1 0 Iba, SvL`tr~~.~, ~-E11 8. 3 n1p 111 1 cST OOD S'~G ~I SOIL DESCRIPTION FORM (Attach Sol 1 Prot i IQ Location Ma Oil a Su arats Shest) ~Ut 3 ~L LINEAR LOADING RATE• ~ l' a GSA I uN - ~LIENT PURPOS L-U ~'IOUM~ S S SLOP N 80°~ - - DESCg1rrIDN sY U~ ~yW ~~ZL~ nsrrcT: ZL L S 6 U -RENT LAN USE: w~ (.o T Tf.: CWNTY/S ATE: S T• CR0 lX C-U`)~~Y } VEGETATIVE COVER; CSES V s QlLl LdT ST --.ypYCCT f'Db1 OW DRAINAGE CLASS: IAJ~Ll` /~1/U LOT DESCRIPTION: LOCATION: GALLONS PER S q. FT. PER DAYt v a5 i ej.j )yr L% ' 3~, PARENT ~Zy LUh~ MATERIAL (s)/DEPTH SOIL SERIES, Y'7 ~Ptb hS Firm so auuw;.- SISTENCE CLAYSKINS/ PORES ROOTS PII •80UNOARY REMARKS HORIZON DEP111 MATRIX COLORS MOTTLES TEXTURE STRUCTURE CON in RIO! t G Sz. Shp COATINGS rzi o_ Z 2-1 m 13 Y- M V 0.,S Z -zz wlR M. - si msbk rn~h cw 3 Z2 3S LS$p R7- 3S'1 a.. s . 1 O- S )0`sR Z1i S ! Zm h tnV'Fr Z S-l3 )0~~31 - si) ZmSbk >h LL- aw Z. -S 1-t (Z 3J v - L S~1t wt. l S$F. (~T3 Z. p ~U 6 e - coL1 cz 2-( Z 2 kn r- to v f~ s Z 9- 1 b 1V% 316 - S Z rn S b!z 'F 3 1 b ->Su ID ~i'tt 3/ - S ~ 1'F S ~lz. T.,,L.Fh w p S yy, ba S Lb I R- ,//b 1 u l R C, i 1. Sul L ~rn s\j Ai 1\ 1-f s OTHER SITE FEATURES/NOTES: L4 "10-40 0 0 OS7~ f'/Y6~ of LIMITING FACTORS/DEPTH: Signature Date CST K f.: _WTIAENI T OF- 1 L. 4 ~ 1 ~ ~ SAFETY & BUILDINC-S INDUSTRY, C DIVISION LABOR AND t r-l~i~I.u LM i iON TESTS (115) P.O. BOX 7969 HUMAN RELATIONS MADISON, WI 53707 'k'E)be T "6,V $ or 1-)6-5 ,MKS P SW AjSo,) (W-3.090) ^ "3.09(1) & Chapter 145) /2 7/ LOCATION: 3ECB:?19: OWNS!: ?CiNiCtPA-L-tT-Y: OT NO.:BLK SUEDIVISION NAME: COUNTY: `•.tAILIN .DDR SS: ST 040th( y~; ~G .t' ~~oYf 71o iG> 4y s'i USE 411vAil rS 0 r VT4 6&V G - ~ DATES OBSERVATIONS MAUE ~BEDRM5.: J SRI Tr-11 ONew ❑Replace _ urn. /S -iy'~D j~- RATING: S- Site suitable for system U- Site unsuitable for systen r C.~, ~0 (71,^1011111, R '7"e11,e s~ ONVENTI NAL: MOUND: IN-GROUND-PRESSURE: SYS: _M-IN-FILL OLDING TANK: RECOMMEhr!`17^ SYSTE►.":lose'. nal) ❑S Ou ❑S ©1 ❑S ©U ❑t c~u rRIS ❑u ~~~LD;~ T4~~-s a ~~y If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the under s. ILHR 83.09(5)(b), indicate: 1¢' • Floodplain, indicate Floodplain elevation: tf -1 1 PROFILE DESCRIPTIONS IN ~E~r,r-f ~L f-F BORING TOTAL DEPTH TO G R UNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEP1}f IN, ELEVATIC OBSERVED CHEST TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) Et- 3.s / - -•U- Sl. SUQ.14Jfl.~i(ti TSIt7(t-•Y (-rJI '~~7r. Dl~•r-r' B- aAJ Sr~ (ff-r Ole B- B- t~ • y ~ . a l? -Gr .1` 17' S /O ' Gtr . C, si w .r ~►.-~iP c S .66 - ?U'ODGE-v W.Gr- v. T•' B- 5 G 5- IS,,, . S I to r'd 4n. Ver y 4 CTi v[-- B- . PERCOLATION TESTS IVQT QO.{Gr{~e`/~ TEST DEPTH WATER IN HOLE TEST TIME DR I WATER LEVEL-INCHES RATE -MINUTES NUMBER INCHES AFTERSWELLING INTERVAL-MIN. P Rt D t PERIOD PER INCH P- _ P. P.- _ P_ P. P. PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori- zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent of land slope. SYSTEM ELEVATION s a~ Pt-OT- t, 14 k--0,E IPSE- S j f I S ~>~C h L O-t`~S 1 ~0 U,VD 5',K S.T.F. f1 1ti 1K.0- /:-r ~Gioss t~ jr /%V L: f j,~` SS'i v j ~'~X U•r~/~owrl'!1• L `~o L f EIS SC~%G S %d 4e Slf 70, ` ;rC 0 17- 1.2- 'S At~ ZY Cod s /t: 4~aIA? 47-/lay NI-14) ra)5711)r'7ieij , L~ ~r~S~,B~" ; ~i1~ ~E /~O~-fir the undersigned, hereby certify that the soil tests reported on this form were made ' y me in accord with the procedures and methods specified in the Wisconsin ldministrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief, AM1AE (pant): TESTS WERE COMPLETED ON: HOMESRE SEPTIC PLUMBING CO. is _ I C f o DORESS: CERTI ICATI N NUMBER: PHIONE NUMBER IPci tronal): R09ERT ULBRIGHT / MINN. INSTALLER d DESIGNER LIC. NM 00863 CST SIGNATURE: T~rSts~2~,d' l~ )STRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. 1ON d s ~y d~ doom Aj / ~ hs Z 3o lg11Y1SN1 1r9900'~'Ol1 !l3NJIS d kl31SVW Su'' -on '$'>J d W Loa ~ la9 n iw3wH ~~f a -1s 113N'o S 9t015'SIM NOSdfIH''~ o0'JNiSvMld 011d3S 311S3"0" p7 t ("p$cti-3rnS Li