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HomeMy WebLinkAbout038-1012-50-000 DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS I'I INDUSTRY, DIVISION LABOR AND P.O. BOX 7969 HUMAN RELATIONS PERCOLATION TESTS ( 115) MADISON, WI 53707 { (ILHR 83.090) & Chapter 145) h ti LOCATION- SECTION: TOWNSHI LOT NO.:BLK. UBDIVISION NAIVE: EVE 1/ tiu> 1/ 3 /T 3/ N/R 1~ E I ► W s7 />liE' ] - I COUNTY: OWNER'S MAILING ADDRESS: ~~oIX J-o~f,J L/C'IcIf-10 A/ CArPO%,~,~ / Z')"0' / - i9~~►~,~i~ ' S USE DATES OBSERVATIONS MADE NO.BEDRMS.: 1COMMERCIAL DESCRIPTION: PROFIL DESCRIPTIONS: IPERCOLATION TESTS: Residence 3 /'V. "f ❑New Replace 7 I `l ' 1 - RATING: S= Site suitable for system U= Site unsuitable for system 57,46W r -fS 4A4eA /,11f-I ONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILLHOLDING TANK: RECOMMENDED SYSTEM: (optional) ~ oS EZu oS au oS au EIS ®u ES ❑u wad 6--r- /4 aU,)v W~ Efh i.~NC-4-1 Q v?f 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: Floodplain, indicate Floodplain elevation: PROFILE DESCRIPTIONS 1100 'DEC < H A L BORING TOTAL DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH IN, ELEVATION OBSERVED EST. IGHEST TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) B- /o/ 7~' r srrv3 p I.33 - .,Y) ' 6y. 5 / 4 ill • F2 ' ~ Q- OR. coy,PAC7~-O S ( i I( '('7 ' gF-OA 5 f 11 ~o~. ,f cTEV - wi~tc /040 stir// Or T o ,~pfs _ 83 • D~usF o,C-7y B- S1 f; If to14 tf0 I, 3 3 ' DeatF 3 lk, 6IP -j rc S, , 2 5 ""e- Sf'l 11 /O7' 9/ o&oxc cTtD 51 B- ~Q 9~2. S cf'z S' ~3►k, oQs~l~~c t~vs~ S.l f f.f. 0~2 Mays 2, $ Q ' ~1•f~t y SA.vDy c o ~tM w/ ~w. u.~.c~ O/ST/A' 7- B- / Ole - 140 ~S S`h t un f D S ' t oR ~+~►c /vS.GG 3 O ' ' 33 ('33' o9-ao ~Fas~ 5/ fl11 1,6 a'3 5.0 S. t,/ w f~f o .2 ml S01 A.)P y e- G~IY -A-1 w/ M rf O y AST, .W -4dVk. OR B- Mof5 PERCOLATION TESTS - To 1.5Z ~O vDUC?E .D f, 7- TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES NUMBER INCHES AFTER SWELLING INTERVAL-MIN. PERIOD 1 PERIOD 2 PERIOD PER INCH P P- P- P- P- P- I 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. This test site NOT APPROVED SYSTEM ELEVATION for a conventionai septic system, See'expiahatiorl. cD ~ S %~-I w i Ca v T t 2 0 ~ .v G- ~J f --yiv~'S 'i~'%1. T~-- _ to vrti~o~ roR4-~ o.0 s; 7 A~'~ '7. '.'L.M' I~' RSo~E'L L~ kpY 3,0Ir-0S Ky) - N _ SEE -P~vT 'rE SIDE N FoR 'kA00j_30 Pov~ L, _St'rE .Wo.yi-D 1AjV6/vE- 1 114 /f t4 A-) c e- /ebUi~r.J fv2 I p SE s~,~,¢L i_ 57vpyrTiO t~ ~I „l ~z~ coti p~fcT~a f T~~ 2 s- rp I T 5 (5'J cC-x cuss %v , Slap s (S) N 0 _0.41 D _ Wdv~v • > > ~ -tD !QE- Co,.) s-r ~uc-rE ID }1RTyrt// n0 s jV . I, 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. NAME (print : HOMESITE SEPTIC PLUMBINU UL). TESTS WERE COMPLETED ON: 655 C'NEIL RD., MDSON, WIS. 54016 /11/W Is J - _ I G l l ADDRESS: ReBEFrr UL-BRIGHT CERTIFICATION NUMBER: PHO E NUMB (o tionall: NNIS. MASTER PLUMBER LIC. NO. 3307 M.P.R.S. ~7 ~j NO. 0%63 Z Y p 2-3 ~p - ~d ~ 'CST SIGNATURE- DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. DILHR-SBD-6395 (R. 10/83) - OVER - O Z ! LL 41 ~ o i w ,,t -T -V C) I i i n~ i L y v W W y N ry Lf) V) 41 oz ~ . ~ w vt 0 i I CL. La I T 7 O ~ cB a ~ II w OL- to Q3 c e ~i. C-A ~ i N N M V J ~ Zvi cMnU 3 3: F ~zC~7~u ~ S1'✓c~0~'~, z a ca U Ell~ lu UJ d v ~ , a0 M o cr ~_,Od J rOJ~'~v~ w CCC i__.... _ W Z W < 1 Q~ ~Z a ~ S89-40323 I.L.H.R. 83.08(2) PROJECT INDEX SHEET Owner: JOA) ~'/CtF'SOn~ ~lS~ zYP,.?og-~- Address: RA IJI C'/9RDiVAL UC lJkk) l2iGG At c, Q Site Location: ....owe o~ T~Q pQ~IR1~ N~ Nw'/ S-~ 3 T I~~ I S ©1' X e'o L, D r y Project Description: ~ ~ ~ clc sa,~ s y d'~ I e i i s F,~ U-. so►~ - Sc~ IIS ~M~ty 8 Foy `~~e oa y Ay- cY u9t(~ ~/J 61 SErte J Y- ftf~ Eti, 5dit S 1~ pp.& POSED )Z~pt,i4GE"iLz'3-t" /g pzc A- APE ' SL)~`-r/t f3 t~ ~o •4 Co,~.~ ~t~-4--ia~~ L SYSTEM e4S S 14v tNGI ~u,~D i2-e'S.S0 P c YST ~ ~C-k, 6- L- -L>A SST Fa (L Z 46) At ~ av,02 SA D SJiS/'P -l i s 30~ sa•-P - y- ror2 3 ;>F'DPoo-A 5 1*5 POSE.- L Page 1. PLOT PLAN VIEWS Page 2. -CROSS SECTION & SYSTEM PLAN VIEWS Page 3. PIPE LATERAL LAYOUT Page 4. DOSING CHAMBER CROSS SECTION Page 5. PUMP PERFROMANCE SPECS PLUMBER: DATE (1 SITE EVALUATER/ DESIGNER SIGNATURE HOMESITE SEPTIC PLL4MBING CO. 655 G'NEIL RD., HUDSON, WIS. 54016 ROBERT LBRIGH7 ✓.~y WIS. MASTER PLUMBER LIC. N0.3307 M.P.R.S. R- 3 5~ MINN. INSTALLER & DESIGNER LIC. NO. 00663 4`4 kA ~r Z ......,.,,..fir- ti ~ -'1~_ .M . -Axe kLl C• 1 I j w ~'y yrf'' 9• r iv; a ,V 4k ~ j j ~ • r7 I ry P ~ l w r O ` -1 V, rt-p o ~ m n G/f Ul t t W G ~Q I t _ V-3 z I 1 i -F ~ lrJ CIO t) It r_: kIllo `A I--. y y a ~ b z a~ ~ rye Id n o 71 'JNj 0 y _ 7D O c cl, I^ ti I t I 17 I~ ~J+./,per /y//f S . S.2 of S Ec T~p~l - 1ti G~ov~D ~2EsSv~ ~cD C R O S S ~c Ait ; l 3 a / ,sHo 9~~toE , ~Gf ~~rro,~ = 91~ , 0 OFF r E ,c STIO %O ' 3~ CovERM~M ~t 3D coo ER I 14AP ~}PpRovED s CA) oue/Qii' ~ .1 oF vlr OU RE~*YE ',hgyPeG•fTF uNOER Iih 60* U - - sysTem i~i EVATI G/J A66 REG~`t~ T42- 4 IT H ' L T~se~IS ~2~SO oN~~RT- 0F euATio'o of 4 - T of of Top of 1 Y~~tl S Z ,.(Q p I LAn~ V l OF w &pou,~Jo PzESSOPE 'BE~D Pvt rlo^' y Aso , 1 ~a,4MR,~K s I /D 3`•~ ~ S,~wn// Fuc 57 ' '3' RNIII AND HUMIAM R~~A't1C1;~~~ .I yr f tiJ'j,, idCS- -8,L0 of w~tS HAD h PIE 9 r 70 V., c _ ~a `T-\ o ' -n C, o ' CO? 70 W 70 m R z ~ , c Lfl cnrnrn~ W f; ~ r 1\ ~n e ~ ~ d I ~1 3 t ~v ~ cL -f- r n I/V r - - ~i C ~ • „ ~C Z5 - ell, 1 Y LJ ~ • t~ ~ t1 \~yJJ t r r -114 Illy sip ~r, i 7 ~ . PAGE OF PUMP CHAMBER 2,055 SECTION AND SPECIFICATIONS VEIJT CAP i 4"C.I. VENT PIPE WEATHER PROOF APPROVED LOCKING JUNCTION BOX MANHOLE COVER 25' FROM DOOR. W1 4VW,)4)61ARE/ WINDOW OR FRESH / 12"MIN. r Alit INTAKE Q GIR i1DE III y"/hliJ. y~2A~~ ~~EV/t~/ON O 5`o I ~ IB"Mlu. i CONDUIT-- I 930 PROVIDE I -2 INLET ,a~ r AZI~T-~ r I ! I I R It 5 `l dad I I I APPROVED JOINTS APPROVED JOINT A IJ/C.I. PIPE ~ ~{Q►~+ q o ) III W~C.I. PIPE ! EXTENDItG 3' j EXTENDING 3' I I ALARM CVJTO SOLID SOIL I II ONTO SOLID SOIL ~ s ~n 5j1~ . oa ,.i ~ , ~ AT 1 I I IE►' ~I i OW 44 Xn C 794rif REA T i Y 1 LOING, bUi, ELEV. FT. MP - U FF PPIA) 'IAN f,OA) (I' CONCRETE BLOCK- .-,SIC, J f j, r✓ KISEK EXIT PER.Mi Ti ED 01.1L`J 0 T +,iJK ~'ti,i.:uFnCTUni'HAS SUCu APPROVAL SEPTIC E SPECIFICATIOUS DOSE ~EtkS C~.u G~ G e Co- TANKS MAWUFACT URER:2~ I.IUMBER OF DSSc~:p~ -PER OAy TANK SIZE: 6-Q ICOO GALLO►JS DOSE VOLUM7 0 - I ALARM MANUFACTURER: LtV L INCLUDING 6ACKFLOW: GALLONS 4eFo MODEL IJUM6ER: L CAPACITIES: A=!L~ 11JCN OR GOW 5 SWITCH TYPE: M~k C0 R~ FLT tT- B = Z INCHES OR //3GALLONS PUMP MANUFACTURER: C=INCHES OR GALLONS MODEL NUMBER: /2- D-AI INCHES OR GAL09S SWITCH TYPE: Pf&(r261lGK HERCU 75 NOTE: PUMP AND ALARM ARE TO BE MINIMUM DISCHARGE RATE GPM INSTALLED OW SEPARATE CIRCUITS VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DlSTRlBUTION PIPE.. 7 FEET ~"Aok SPECS + MINIMUM NETWORK SUPPLY PRESSURE . . . . . . . . . . . 2.5 FEET EAUn. 1 Of + _216 FEET OF FORCE MAIN X Z 3 FYo FT.FRICTION FACTOR..' O Cr i FEET t-goA I S v / TOTAL DyIJAMIG HEAD = 3 FEET_ `i °20.-73 Ajs'~?ot)A)p I " 18 y IMTERNAL DIMEWSIONS OF TAWK: LEI---H ;WIDTH ~7 7 ;LIQUID DEPTH A SIG4JED: LICEOSE )JUMBER: DATE: i f L V_ ~7 .1 cc ul W HEAD&I 115 110 CAPACITY 34 32 105 - 30 100. CUR M)b=M 95 28 90 26 85 FFFL UENT 24 T 66 MODEL A and 17 75 MODELS 189 a a 22 165 DEWATERING = 70 U 20 fi5- a I ? Z 18 60 55 _ _ - ~t1J 16 50 ODEL 163 O MODEL 1- 14 45 188 _ 12 40 - 35 10 MODEL 30 137, 139. MODEL 165 8 25 SEWAGE and DEWATERING 6 -20 - - - - MODEL 15 MODEL 161 4 7 2 MODEL F LL 5 53, 55, - - W ~ 57,59 0 1 GALLONS 10 20 30 40 50 601 70 80 90 100 110 24 90 - r \ 75 LITERS 0 80 160 240 320 400 22 FLOW PER MINUTE 70 20 F6_ C 18 O DEL--1 295 I 18 L) 50 - a 14 45 _ MODEL 294 - p 12 40- - Q 35 MODEL H 10 293 - - Q 30 MODEL H 284 t--. 8 25 - MODEL 1 15 6 20- 282- - - zzt' 10 MODEL - 0 267, 268 2 +5- 3280 Old Millers Laine GALLON0 20 30 40 50 60 70, 80 90 100 110 120 X130 140 150 160 170 180 190 P.O. BOX 16347 ' Louisville, Kentucky 40216 LITERS 0 80 160 240 320 400 480 560• 640 720 (502) 7782731 FLOW PER MINUTE J "97" a-sl Iron Series CAPACITY HEAD UNITS/MIN \ • Automatic Or Non-AUiomahC. Feet 5 1.52 Meters Ga57l. - Ltrs. 216 0 5z H.P., 1 Ph., 115V or 230V. 10 3.05 51 193 ~J • Non-clogging vortex impeller design. 15 4.57 43 163 • Passes Sz" solids (sphere). 20 6.10 27 104 • 1 i. " NPT discharge Lock Vane: 24.5' • Float operated submersible (Noma 6) mech- anical switch. 97 Series • Automatic reset thermal overload protection. listed Cerad SC-2225 fl • Stainless steel screws, guard, handle and arm and ~I seal assembly. • Watertight neoprene • ring between motor and roval ds Canadianproval pump housing. Assoc App „w available N97, non-automatic, available packaged with a piggyback mercury /loaf Switch. k~~t 7ti~r±c y N ; : a td wife pjereirt~,f'ter al7d !'ld 3 vT'i;; .i t;5ia' 1, °i 1 1l.i did, ro^r fC% ~ k r T8)~tft~T' ~.!`.IC~"%.~k, NS). dec,S7 -,e gtk t~ r, a; t sii :tj it t'4.3?'~ ~ ~LETT." Count- of D} -eJs o T ~t 4 o' .3 - fr 1L r~•,„. v' „ ..t t1~ >>,.4£ ."j ifs-A Ll A f LIM41--r 4. prop'l-rty -,stxibed in, Schedule, 'A" at'hach- .rk"sGl., T'C;~ 'ui5 ~t~1x~Crth+: t T ` of the st-aic of XWLLLS' p. tai, i c red her EMCKSONS' during that '7 I) sv Sl t, szA .iz<ae BAs a ;_)".11 be utkable `C the purchase of flie p;;~~»A~ty using a rs4e ,roperiy as securirja S. Of the S' septic: 3Vsstem on 'iii. of lh~. o~::,t~i~. +'"+f~N gffl.?`r6'qll+;:419 puy.ll .-f~,> requirr- -ive6"0 dke:.v c J tie lact that fit cJC S' io t tit a.. z, ll'ICKSt.,NS wool ihen have. z 'C,+.fuL icl, th-af, 60 JFi}' Cl0" to a:; S3 `t the purChe Ui tl t,A WEi...LS' }brit of her cure a mortgage. !:=I"s z ,f' es.3`iJ'~.~, 'r' 4 }'z.tCseC$ al"J the. v state-r c'oul:~ be i'C-a5,r.`3Ive,,. the-[jT_ i 4 ~j_ Y ry _ zf -1 :3 r, appr1 is,,, 11f.'. +.+.'!it'dition canr..i.. FR.;CK.`hO4` S rya 1A Y e a.s,.':mt-w property ihQ i s st"tmll-iI V ill tfx'r,ird on,i- ye -,c after The ni of the 60 day noli., tot A_f t'`.t` C2r ~x 3E :'tiE'sS F s 1)}, ;on-7,4t"tled u.ntd enforced according to III 7 11-hi' zigrc'`,£',i.aen" slhal :.o istitu i' wtlt r ' a-reaell ent b-v-'een the 1-mies, i a in s 1 ~yc,a ~a~. s r:, ro;,tti tit , S'1" 8 s Fi i fl dh$' <JI. ei A14'f.gypp, N8 it .9 . 4tIi .'~t. bin~Ji orill it a . ~1, A.,n~b~'h/`3.. ~'F6,ri-° 3,~~i `b Via s Pat `!e- ,n-is a1F:,t E'+"!.erl-l .draAll L.liSt'E t aI, Esc chit. s here-'.?r th£1? S l!£'S ~'SC z1"` iAia ~ iiCli A' 'c h r:ci ari a 1?>?r?s y,,--Ii~ ~44'e at; t,.?' ,1:34 of 11-us i',~~k'~'i•1~I?~ 5ball 4.~i gg, '7..ri A;r`r. t.. i`+.~. yKS{k N, F k...p w.,t i."tf.6w!ft... re'+:..urded 1. tI"le,, N :.S Yi"s k ..l 4 .i") par!;e:: agree, and have apt th -ir h rid s~a~~ ~;i ~ k-•: i j NfeA4ell P 'r, A. Erf A'suri 1 } /T IOS9, the. above s!.~ I: l t.~'sii''.~ 1 ~7.`a'sJ°1 +.Jr~6.'•~,s/~ "~C} ~ ~C ~#"3')~~ Yt . IX c\d Wly t~ a u''+ 3O-e Inn tll!' Cdr w C'~ rl `c ~ ` 1989, p r the above named Jon ~~1Ct al -d Gloria Er,, Ason, f ~tJ1t a;Yi ~l'`~.ii'73~~IS~C ►3C~ z Ck',;ri ~p",.3 ~ r w r , 1-'ubhc iii., CrohI a ~ r «f in the, St.. Croix _'_p w w ~ . fi ` " r 1. 4"x;a t, s ! of ~..tf:C1;7 4Lf SdG: in c.dd" e t~!~.6 of R of s 4 I 6 a' . O'cadt~1C":"sir No. 446 ~ f.",(,,YP A%"'i Y) Fir C'+'>d1.S'il'LIO the di-,.IZi11el d, puv-, :Y).i.3tyi : 7""1 f C_0T)Y%~::t♦~la:~~ ~4flt x: Ir=. a t"t.Ftt,# ' 1 o 1 t t achC-d I erf, C. i:Cl 1'1r,r: I The 1":Ii fief„ b. c.s ai Scrod n and IVesi un the PROPL"T I, CSC'.'{ A 3 d rY); islkra,;i c ~.,.j+; will <:$.1tc3~~' C? as to use as little ~tTC:: -sr.f_ Y 1•.N'_`: °xM ^.:f,'.' a'+; & 6"N" n 5.. by 0),- ~ ~„or ~'mir~ ZL d1at pia ' i9`;1d31i, :+s ;@dillo' f 4 c:<Cfi4iY' rC'. rya ldnX', %C I p,,.tf South {1T1e. ill tile 4 1L EASEMENT AREEMENT This agreement made this? w day of S-e~nlm 6 b-2 , 1989, by and between Keith E. Maxwell and Nancy Maxwell, husband and wife (hereinafter MAXWELLS), and Jon A. Erickson and Gloria Erickson, husband and wife (hereinafter ERICKSONS). MAXWELLS are the owners of certain property described in the deed recorded in the St. Croix County Register of Deeds office in Volume 836 of Records on Page 136 as Document No. 446251. ERICKSONS are the owners of certain property described in the deed recorded in the St. Croix County Register of Deeds office in Volume 537 of Records on Page 313 as iaecu rent No. 333051. MAXWELLS have agreed to grant an easement to ERICKSONS across a portion of the MAXWELLS' property and this agreement is made to evidence the grant of that easement all on the terms and conditions set forth herein. Therefore, in consideration of the mutual covenants contained herein, the parties agree as follows: 1. MAXWELLS grant to ERICKSONS an easement to install and maintain a residential septic system on and under the property described in Schedule "A" attachei hereto, which easement is subject to the conditions set forth in Paragral-.,Ii c t"il agreement. 2. In connection with said easement and sanitary residential sep,,,. ERICKSONS agree as follows: A. To pay for the installation of the septic system according to present required standards of the State of Wisconsin. E. To maintain the septic system in good working order at their expense so as to cause the least interference with the remainder of the MAXWELLS' property. C. After the installation of the septic system to bring the property to the same approximate grade and sod or seed the same to bring it to a lawn condition. 3. This easement shall extend for a period of 99 years commencing with the dale of this easement agreement and shall run with the land owned by ERICKSONS during that