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008-2005-06-000
St. Croix County Planning and Zonin Detail Sanitary Information Thursday, April 21, 2005 at 9:45:36 AM Page 1 of I Computer #: 008-2005-06-000 SublPlat: Birkett Addition Section: 5 Parcel #: 05.28.16.558 Lot: 6 TN/RNG: T28N R16W Municipality: Eau Galle, Town of CSM: 1/4 1/4: NW 1/4 SW 1/4 Owner: Chlebecek, Mark 2301 55th Ave Baldwin, WI 54002 State Permit: 453149 Issued: 04/28/2004 POWTS Dispersal: Mound less than 24" suitable s Permit: New County Permit: 0 Installed: 05/05/2004 POWTS Detail: Bed -Seepage Bedrooms: 4 WI Fund: POWTS Pretreatment: NA Notes Inspector As Built Plumber Other Requirements Additional Notes Money Owed Pam Quinn >4/1/00 -Not Required Dahms, Brady Note contour elevation for mound cell at 101.5, $0.00 Signed Off: Yes with 1.6' of sand fill at D for a system elevation of 103.1' System elevation ended up at 103.6', with a contour established on site @ 101.2' due to difference in site conditions than reported by CST. Maintenance Scheduled Pump Date Pumped 1st Notification 2nd Notification 3rd Notification 5/5/2007 WiscpnsinDepartmentofCommerce PRIVATE SEWAGE SYSTEM ' Safety"aCd Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide maybe used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 'ermit Holder's Name: City Village X Township Chlebecek, Mark Eau Galle Townshi ;ST BM Elev: Insp. BM Elev: BM Description: oU •d ~ aD.o P/ ~ • b~-L~rw ~ rn~rv r~rrnn~ewrrn~r .-. ~....~~...~ ...r. TYPE MANUFACTURER CAPACITY Septic / / /~~t?i4~h~ (/(/ p~S~ Dosing ~~ Aeration ~ , Holding TANK SETBACK INFORMATION TANK TO ~/L , ~ G~~" WELL LDG. Vent to Air Intake ~ ~- ROAD ln~ Septic > I ~ , ( ~ '^D, ~/ Dosing 1 ~~h/ Aeration Holding PUMP/SIPHON INFORMATION ~ V /t'bt.C,[,ul,c~.-- Manufacturer ~ • C Demand GPM Model Number ~ (_ (' ~ - t c 3S,T TDH Lift riction Los Sy em Head s TDH Ft Forcr em~a~iry ~2L/ ength Dia.2 f, Dist. t,~o.,-Wel~~ I"v SOIL ABSORPTION SYSTEM " County: St. Croix Sanitary Permit No: 453149 0 State Plan ID No: Parcel Tax No: D Q 008-2005- -696 Sectionlrown/Range/Map No: 04.28.16.558 ~~~v~rrvn vr+.~ ST ~0~~ BS HI FS `~ EV. Benc~ ivl, ~, ~ / A~ ~ ~ ~ a Alt. BM Bldg. Sewer 7 ~ L{ ~l ~i• 1 St/Ht Inlet SU Outlej~ , ~ ' ~~ Dt inlet / ~~- Dt Bottom ~ 3.3 9U, ~~ Header/Man.~p 4s~y ~ ~ ~ ~D3 ~~ D' .~%s 0+ ~. /43. Bot. S s ~ ~ , `/~ Z p- ~ X03. ~ Final ra e ~ ,zs~- is _ 6 St Cover ~ ~'-~.S-GV rJh _ 3.7 /?7d . IM~'Z ~/ ~~ i.. o I - 3- Z2 ~ 82 L BED/TRENCH DIMENSIONS Width ~ ~ Length O No. Of ien es ~ PIT DIM~ONS No. Of Pits Inside Dia. Liquid Depth SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM CHIN Manufacturer: INFORMATION CHA OR Type f S stem: R ~.~,, Jj S~~ ~ ~ j ~ Model Number: DISTRIBUTION SYSTEM ] aP o-l' ~~C 11~t/ {>~~., .., Dn __ Header/Manifol N ' ` Distribution . .~r L ~ I ~ / x Hole ze x Hole Spacing Vent to Air~Injta~ke ~ ~ Length Dia ength/ Dia ' Spacing I (O SOIL COVER x Pressure Systems Onlv xx Mound Or At-Grade Systems Onlv ~~.o~i`,r~ 9 n~~D Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bedlfrench Center Bed/Trench Edges Topsoil ~.., Yes ~ No [~ Yes ~ No i :. COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: 5/ ~ / Q Inspection #2: ~ / ~ ~ `-- Location: 2301 55th Ave Baldwin, WI 54002 (NW 1/4 SW 1/4 4 T28N R16W) Birke/tt Addition Lot 6 ,,/ rLParcel No: 04.28.16.5 8 1.) Alt BM Description =~ 1 . C.DI/k,~ /~t2'U7'~-a ` ,~ l~l ~7~~/~,-~ ~~-- 2.)Bldg sewer length = t0 ~ ' ~ ~`~~/y~. (i{,Gt,r~ -j~o .~' --yL~~y ~ ~, ~ - amount of cover ~ I „ ~~ r L , ,,,, 4~ ~~~ ~5~2~~j ~ ~ L,~,,~i -~ ~-> ~ Z tz~ '3 ~--i---~ -fir °,~=-- -- - - Plan revision Required? ~; Yes IiJ~4'~ ; ~ I ~ Use other side for additional information. '___~_ ._!_~_ 1~~_! I, ~ _ _ _ ______ ~ \ Date .,,, ~'-,,,, I ~7 InsepctoLr's03i_g ature / ` L' ~ Cert. No, n SBD-6710 (R.3/97) 1 r~! _ / C ~Zs~aQ~~-ct,~ ~,(~tQ-,,^d'°` ~~~G~l..~ ~~/i/ ~^Z,• \ ICJ/) Safety and Buildings Division County isconsin 201 W. w>~htngton Ave., P.O. Box 7162 Sjj ~,~~ Madison. WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) De artment of Commerce (~8) 266-3151 1 ~ / Sanitary Permit Application sate lan I.D. Number Zz~ _ T~ , ,Q.~'1 In accord wilt Comm 83.21, Wis. Adm. Code, personal information you provide /J may be used for aeco»dary purposes Privacy Law, a15.04(lXm) ~I ~~ _ Si I p,~ Project Address (if different than mailing address) I. Application Information -Please Print All Informs on ~ ~ ~ ~ ~ ~)' ~ ~9 ~ ,.~ Property Owner's Na the y ~ Z 7j0 ~rj j ~ . /~~ lc L ~ ~ I Lot X Block X t7 ~. C ~,e -ear ~`.~~ `~ i %UU4 Property Owner's M ailing Address ~ ~ ~~ 1 ~,-- 1a ~ ~~ ~ . v r~ U I i~ 1. U U I' i Pr017Cny LOCat10n / 7 '7 ~ zor~iN~ c~F F!c~- /~/(~ ~ c~ City, /State ,,J Zip CCoJde Ph/one Number j=~-- ~ ~~ ~ •S~on i!J~~/~`uJ/' ~~ ~/~ ~- b~ ~'/ ~~/~J (circle o II. Type of Building (check all that apply) T ~ N; R 7 ~ E or / / ac Su-~w~~ ~ 1 or 2 Family Dwelling -Number of rooms ~7 Subdivision Name ~~~ ^ Public/Commercial -Describe Us c~' J 0 (, ~ ~~,,~~ Qom//,! yN ~z ~ ~y - - ^ State Owned -Describe Use (a ~ ~0 ~ _ ~`~i 70(0 _ ^Ciry ^Village Township of III. Type of Permit: (Check only one box on line A. Complete line B if applicable) a.~ ~ 4~1/~ A. - - eXo ~ fR7t~ . New System ^ Replacement System ^ Treatrnent/Holding Tank Replacement Only ^ Other Modification to Exisring System B• ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiation Plumber Owner 1[V. of POWTS S stem: (Check all that a 1 ) ^ Non -Pressurized Lt-Ground ~ Mound > 24 in. of suitable soil Mound < 24 in. of suitable s ' ^ At-Grade ^ Single Pass Sand Filter ^ Constructed Wetlatd ^ Pressurized In-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Recirculating Sand Filter ^ Recirculatitg Synthaic Medta Filter ^ Leaching Chamber ^ Drip Line ^ Gravel-less Pi V. reatment Ares Information• Pe ^ Other (explain) Design Flow (gpd) Design Soil Applicati Rate( Dispersal Area Required (s Dispersal Area Proposed (sf) System Eleva[ion VI. Tank Info Capacity in Total .Number Manufacturer Prefab Site Steel Fiber GaUone Gallons of Urtits I,~ ^~-n Plastic • t" ('~-tr•~ ~,_~~ oncrete Constructed Glass New Exiuin~ Tanks Tanks ,~ ~~ Septic w Hoklit~ Tank Aerobic Treauntnt Unit I lbsir~ Clamber •-7~-r ~ ~ / / f VII. Respot~biltty S/tatement- I, tha turd igned, assume respottsibility for installsttion of the POWTS shown on the attached plans. Pltunber'a Na the (Print) ~0„ is Si gnature /MPRS Number Business Phone Number Phanber' Addrc ss (street. City, state, zip cod VIII. Coon /De artment Use Onl rat APProv~ ^ Disapproved S~tary Permit Fee (includes Groundwater Date Iss ed Issu' g Agent Signs a (No Scamps) Surcharge Fee) ~~ .---- 04(/2 • ^ Owner Given Reason for Denial ~ iIX. Conditions of Approval/Reasons for Disapproval SYSTEM OWNER; 3~ ~ ~ r~noi,.,,~ ~ ~ J Dl. y'j ~ 1 Septic tank, effluent filter and ~Q o~ dispersal cell must all be serviced /maintained ~ "` '~`'' ~ ~ ~'` ~'' ~ ~o as per management plan provided by plumber. g,~Ce t>~ 2. All setback requirements must be maintained ~ ~ S`,~,~,,,t ~- , 03.~~~~ as per applicable code/ordinance~~ _ ~ •~~ S~ /~"~'~~ ~ T~ Attach complete pram (to the County ody) for the system oo paper not ins Ihan 81/2 z 11 inches to size SBD-6398 (R. 01/03) • t` ~' . `r' ~~~ I o- 23 ~ ~ = T'' . 3 ~ ~ ~ Z3 3 ~ 3 ; . Page ~ of ~ _ .~, _ r w. ~I \,l \l~' 2 ~0~.~.~ b ~- L / / .`/, • A / ~ \i! %r /' n: nT nr ~~T ~ Scale 1'.=~~' ~~z -COLS' s orr~r-1 ~ cam. ~. _ lo; Z s . ~ >, ~Z'1 b~lo~.~.~ ~ ~ ~ ~'~_ ~"O "~ 1-~-v~c ~-o' 1~'~ Pic ~ S~ ~ ~o ~ ~~ u ~ ~~ orz n tsT~ ~9 ATZ~ , i? _ ~~Cf 1 ~~ ~~ q 2" ~ o O °~ q1 ~S~ -~1~ gv~~t o s~-.s Ca~`rno ~- G ~ / I _ nn n PO~IV T C IvPt~ ~ d LR'(hr' (~~x lOS' H0~1~`~C ~~ -- .~~-- CCU 0=.0 ` ow-~`~._L., 3 ~~ `'Di,A._p~T~_'~PZi~~I ~+nj . 1~ I1~ 4~ i J }-- ~~ I~ ~~.~~~ ~ 2Ssc~,ta' isconsin Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. com merce. state.wi. us/sb www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary March 18, 2004 CUST ID No.220355 BRADY DAHMS HALVERSON BROS 1020 N BROADWAY MENOMONIE WI 54751 ATTN. POWTSlnspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/18/2006 SITE: Mark & Dawn Chlebecek 2301 55TH St Town of Eau Galle, 54028 St Croix County NW1/4, SW1/4, S4, T28N, R16W Lot: 6, Subdivision: Birkett Addition Identification Numbers Transaction ID No. 980226 Site ID No. 671742 Please refer to both identification numbers, above, in all corres ondence with the a~enc . FOR: Description: Four Bedroom Mound System Object Type: POWTS Component Manual ~ Regulated Object ID No.: 946658 Maintenance required; 600 GPD Flow rate; 17 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/01), Pressure Distribution Component Manual -Version 2.0, SBD-10706-P (N.O1/O1); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. COIl[~ll No person may engage in or work at plumbing in the state unless licensed to do so by the Deparhnent per s.145.06, ~I ~~ stats. ~+ The following conditions shall be met during construction or installation and prior to occupancy or use: DERARTMENT~ ,0t91S1~! OF,8/1FTI General Approval Requirements: SEE CORRE; • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.O1/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-10706-P (N.01 /01). • Comm 84.25(5). Wisc. Adm. Code Venting. Each tank, ..,shall be provided with a means of venting gases formed inside of the tank to the atmosphere. The tank vent shall terminate in accordance with s. Comm 84.40. • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well musrbe a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c BRADY DAHMS Page 2 3/18/04 • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat • Comm 83.22(7) A copv of the approved plans specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department which may include local inspectors Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, ~ ,} %~ ~~i~~~2%L=~a ~ ~C~~/G~ Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday cbratz@commerce.state.wi.us WiSMART coder 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 Henry F Grote ,Certified Soil Testing Mark & Dawn Chlebecek- Mound Construction Materials and Techniques NF~F~~~O sAF~y AR I ~zooq All materials must comply with Comm 84 and be installed in accordance with manufacturer's specifications. Construction methods must comply with the following Component Manuals: Mound, SBD-10691-P (01 /01) Pressure Distribution, SBD-10706-P (01 /0l ) Location: Lot 6, Birkett Addition NW `/4,SW'/4,Sec.4,T28N,R16W & NE `/n, SE `/4, Sec. 5, T 28 N, R 16W Town: Eau Galle County: St. Croix Date: March 18, 2004 Owner: Mark & Dawn Chlebecek Address: 3148 78`" St., E. Inver Grove Heights, MN 55076 Plumber: Brady D s Signature: l ~~'" /L~ License: MP 220355 Attachments: SBD-10577 -Plan Approval Application SBD-8330 -Soil Evaluation Report Page l: cover 2: design criteria & calculations 3: plot plan 4: system cross section 5: plan view, lateral detail 6: pump tank exit detail 7: pump curve 8: system management ~r~~ y ~~~~~D JF COMMERCE ~° Qr+vcs ~PpNpEN page 1 of 8 . , >> Design Criteria ~~'~ Residential Wastewater Contaminant Load: 30 mg/L < BODS < 220 mg/L Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L Fecal Coliform > 10,000 cfu/100 mL Fats, oils, grease < 30 mg/L 4' Bedrooms x 100 gaUbedroom/day x 1.5 ~ ~'~° gallons/day hydraulic load In situ designed loading rate Depth to estimated high ground water Depth to bedrock Cross slope at system Force main length Manifol Bader length Drain-back Lateral length ~ Lateral elevation Lateral hole size ~~~ ~ in. ~ ~ holes/lateral Des' Ic o.Zb gallons/sq. ft. per day ~~ ~ ~ in. ~ ~ ~ in. 9 ~Z- ~o 3 3 ,~--5 @ S o,o oz.la @ 4~ g • .~ S Z Lateral volume ~ ~ ~ `~' Total lateral discharge rate 3 4 - 3 Z Network pressure compensation losses d ~~~~ Elevation difference ~'' ~ Friction loss ~ ~ ~ Z- Total dynamic head ~ ~ g ~ Pump/sip`~on ~S gpm @ ~ ~~ - Manufacturer ~~ ~ ~~ ~ -~~ Dose volume ~ ~•~ Z- Lift/sip~ion tank ~ ~ ~~- ~2~~ ' ~s~ C.o~~o Septic tank `' ~~ " Effluent filter ~ °`~° ~ - ` '~ Measurement pump on and off ~`' ~ ~ Height alarm from tank bottom 1 ~~ ~' Reserve capacity ~`~~~~ specs.calcs.res ft. of Z in. ft. of Z in. gallons ft. of ~ z in. ft. @ bottom of lateral in. ( ~' ~ ~ ft.) Spacing holes total gallons gallons/minute @ Z' ~~ ft. head ft. ft. ft. @ 3 1 gallons/minute ft. ft. of head Model # S ~" ~'~ gallons ~"S~ gallons ~ z5~ gallons in. in. gallons 4~ Page ~ of ~ _. ' ' . ~ ~ PLOT PLAN ~ ~ Page 3 of ~ ~--- - ,~ Scale 1'.=~t~' S '~ PrUL ~f ~ C0R ~L~ lS'2~ -~ 3 Z3 3 ~ S.. ~b ~•., Sr ~..~ ~ Imo' / ( - M'LZ C~I.T~z B OT`I~~'1 -10LS` /`,~' ~. Z ~ ~.. ~ ~ S elm vt///~~~~ ~~ 1 `-v ; P-~_p,~, ~ I~ lzrb-"~i~ J c-o ... (~ ~(~ zoo ~~~ Pic ~ nn I !I1 S c-G. ~ ~ot~~ wo-: ~.• -O ~ ~ tip,-(' ~ o t/1 ~ ~ i` .` ~~ I i ~ \ i %'~ / ' a ~ \;% r \ / ~ \/ ~U NOT °LO~t ~ r~-c-1' ~~ DIST~~`~f79 PtR~ , ISM ~O..~pw CKQ~D~. 'I a~ 2"~' I~dZ o CI 1~CS 1 - nn PC~N Y C ivA~ L d LR`fl4~ ~~~o~ ~v~~~ ~ t~-~LF~/ ..~--..COQ ~a~ '!! ... '~ .'` '' "..._ ~~ - ~ .. .~.~^ ~ 1 ,~p ri ~ M 28c~,~a' ~r ~ ~ _ . 1i ~. , ..• ~1 ~~ ` ((~~ ~ oe.~ ~a t-~ 0. Ore Ott (y'' ~'js~ o..,, Z~~ 1 ~~~~ ~ C~'~3 ao.o~ .may ~ a~ <~Y ~~..rv.' 103(00 ° nn ~ a~C w . ~~ l 1 ~tiTM \ ~o + o,p t ~ t 1 /03. // ~ 1 b `.~ j \ 2,~5 ' ~ 11 M,.a~ \ to s..~co.1 s~••S1 ~ y`p S i 1, ~.. Qr1 ~- Av 4.r_~ /, '~~~ S t~ 12.4' ~ , t ` 3d'b' Iii oie.'. ~r ea. k. ~~ e.y k.~.,a~ ~0,~ - ~.~ 3~ ~`~ ~ ~-~.° r~ - -- ~ ~; p~ ~ for •s-a ~ ~`~~ ~ _~ _t~ o s ~ -~ f o 3 . t ~ Sy She ~ ~ - S~- ~`~ ~~z~~ ~ ~ o~ ~ ~~ ~... t ~ (\ s ' ~ ~ i ~~ g,1' ~~~~_~ b•o~ ~ o~ ~' 1~,5' Ii ~Y_._ IZa~2.' ~ ', ?, t7 V h f L .. a,e7- O b l Q..M~ v (`.. T o +. ~.,. t 1 l 1 ~(~ b o o ~+, 10 • 1 b elt^.. )~ `~ ~1, a ~ ~ ~ a -+ 2v~ .~. a.~. ~-- : ~.._ ~l-~, Z'.~' ~ .,.-. ~[..~ c3 ~ ~r ~-c.. ~C b ate-. ( ,, ` 11 ~~~ f V C Sa~ ~ }~~a.a v.a~•n \lIL ~ V C Sc.~. g-'~ ` n S .tar a.`S QvC S~ 40 ..~.., lAl 1ae~l i 4~ 1~ 4~~~ 12.0 2•~' se.or ! l~.o' 3 `ii \ \ I ~ l1 I\ \T'`} ~ ~2~ `~ o l t S o ... 1 ~.~ ¢. t a..~ GJL..~'T ti'r ~G O , 1 1\O '^. 1 J 4-~ J\ ui X7 Qx ~ 0. ~ JUr o_~ S Z, ~ o \ t U S~ K iY a. 1 ~.w~ YOT ~..~ ~ ; g a ~- - _ o ,; ; '. ~, ., .. ` _ Mnira 7c t T `~ k` T~ ~ 1, 1 WEATKERPROOF ~' LOCK~AIG GOVfiR JUNCTION !~/A,~,~,wc .t ABE~C . QNICK DI~C.o~1Y~GT-~ Cr ^-~-C ~ ~, ~0~.3 , 9.. 12~ C1a.". i 4<< ~~~ T ~ PIV~ 3" n~c. oKi'p NoIgSuR6E0 1~ Sol L. 24`' 2.D. I ~" E~TI M4-~u~ K~, S ~~r SEE CORRESPONDENCE ~• _ _ _ ~r~ I~ W LL P _. .. A 30.0.E -+o:r ~„ n~~ pp~'itOtirtD s~~ ~ ~tiSK1:T ~~IT'J _~ ~LIFFLE ~ A~ 3' DKro Ru. Plrc a z„ C~s~ \ ~T,~ (igrWEC.TIOKS ~ ~"'~ ~~`~ 1\ -~u-•p ~ON ~' ` ~`) GRaUuD E~e~, ~b-s °`F ~o~~~ E ~~~. BcoC~C q5,~ lto,~z ~;`•, SEPTIC E _ SpEGIFI~CAT101.15 OOSC TAI.JKS MAIJUFACTURER: ~~~~~ IJUMCEROF DOSES: ~~~ PER CAS TAA1K SIZC ; \t~~ ~• ~'~~ CaI~LLOUS ,DOSE VOLUME ` 4 b.~Z ALARh1 l1/UJUFACTUitGR: S~ F~sa.}rp IAJCLUOIAJG bACKfLOW~ C,A',,Ot~$ r1000L 1JUMDCR: ~ ~ ~ ~``' CAPACITIES: A =~ O, d UJCHf 5 0R 4~ 3' 1O W~~..OuS SWITCH Ty-[: ~~~'"~ wpb B c Z', IIJCNES OR 3L ~ C..4~.~Os,S PUMP /1AAIUFACTURCR: _~ '°`^'"`• ~`- C ^ (' ~`~ IUCNES OR ~ ~~~ Z G~~~CuS MODEL AJUMOCR; ~µ 1; F ~.~ 1~1-~', o 1 D^ InrcHES oR 8 ~~._o~;s J W I T C H TYPE : _ r,~ a.~ a.~..,,~ ~s .~~,~ • IJOTE' PUMP A-Jp ALARM ARC TO pC ~~•~{^ INSTALLED o SEPAR/~TE CIRC.:'TS M1IJIMUf~ DISCHARGC RATC GPN ~ 1 I Z-~ VERTICAL DIFFERE1JLf OETWCCU PUMP Oi/ AlJO OISTRI~1JT101J PIPE„ FLEET I + M11~11N1UM IJETWOitK SUPPLY PRftSUIIE ~ ~ ~ 2'~ FELT '4'O'~'~~ T,/ / + Z'O FEET OF PORCC MAIIJ X ~``S ~ F/~pp~L~RICT101J FACTOR. n'`~ Z FEET ~ ~S ~-~, a - TOTAL D~-JAMiC NEAP = a'~~ FEET ~Z~ 2'~ IuTERIJAL DIME-J6~OAJG O/ TA1JK: LE-~1C.TH-----.....:WIDTH ~ 9 LIQUID DEPTH Pam.` 6 uo- g -~ >. ` ' .,, y ~ ,, ' • • DETAILS P„r+rtln Che,crecte~istles Performance Data P,mwllbmr tlm ~ M®aal fiedals SMEf4AMi SASF4(tM7 Au9oraelk M~els tr1tEF4Cd1 Si{fF4t3/t2 Horseposer 4/ I ~p level ~ 12 63 Maior lyae S~ Pele i4 Pok) FLPJM..._.® 1 SSO P~aa9a 1 ~ Vahale 115 ~~ ' }Ipn iA *e 121• F Mox. RaW Tao. , !~ i In,obriaa Ckss A C,a~e 5ke l 1 JY' NPT 5oids N 3/S' weft as ~. Peena Card 1613, SlThf, T!' ~-~• t38' Nlateriais of Constructidn kaada 5teiaLss SM 01 DMlahie CM ' Mater K~9 C,~f Ira Po Calf 4a SErtii Sreei lied~Sml SbeM Seal Saf Ftrarx +arb~/Carmric Sad lair AaaiaNl Steal Sprlrp S1tdWet Sfai 1,larrlc rawM Sc fauna 51ntn lawn aew lal eoraio Ma>tr Paffefler Geafd 6+a1 Fostiaarx Staltless Sfad ~ G9r'nad tkeew'I°rik 40 I 30 SHfF40 ~~ ~1~~ !~ ~ ! 4 2Q 3G 4Q SO 60 10 GPM Dimensional Data ~~~) 1~"~) 1-t V ;3a.tj s~rc~ i i „-ara- tp~yt ~~re g2) f2Se.18'j _~ art (~07! ~• tso.al , ~. All Qmersronr in )ncrles, Meaic to ImerBalgna! use. Cor[~enerd akttertataK ,may vay : tl~ uxn DlrttenWonar oath na !or con~truclion pu!DOSe umess ceretneo. O~sgns and ~gtts are apprnoata>a. ~NOrt level adJuemEla. YYe nee~ve tM -1Qnt UD make rev~ans to vur proaaet utd tl~ ,oaeM~~a9 wMtout nonce. I~ HYDRONIATIt~ °~ 1'ent~ltr Pa®p Group t)SA ~. 84D 8cuary Rood P~-iiarrd, Ohio 4,4805 ei:419.284•~42 faz:419.2Q1.4087 - Ya,r Aufwiad lacol (xMrilHlr CAPtADA ISO 9001 Cert~F~ci 2d9 Tritium bfire KitC!1Artel, Ckttara, C;onoda N3G 4W5 r.+w.ltyclrprnafic.com Tel; 519-89b•~16:1 feat: 5'9-896-b,';37 B ~ ~ ~ tom ,t W.p~-8880 ' AO t OM i. ~ r ~ ~';~ s r • System Management - Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber, Halverson Bros. Plumbing. 71 >-23~-0651, or the St. Croix County Zoning Office, 715-386-4680, should be contacted for assistance. General Proper functioning of an on-site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system wil{ function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a pump tank or compartment to allow a dose to be accumulated, a pump and controls, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. I . If the septic tank is installed prior to sheet-rock and/or painting, pump the septic tank before normal use begins to ensure adherence to contaminant load design criteria. 2. Install water-saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. 4. Never pour grease or oil down any drain or stool. 5. Garbage disposals are not recommended; if you must have one, use it sparingly 6. No paper products other than tissue should go into the system. 7. No chemicals should go into the system. 8. Avoid surge flows of water; try to spread laundry throughout the week. 9. Septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans. 10. If septic or pump tanks are no longer used, they must be properly abandoned. 1 1. If construction timing and weather could create a frozen infiltration system, weather-proofing with plastic sheeting and heavy mulching may be required to maintain a functional system at start-up. Maintenance I . fhe septic tank must be inspected every three years by a properly licensed person. 2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. 3. When the septic tank is pumped, any solids in the bottom of the pump tank must be pumped, and the filter must be back-washed into the septic tank to remove accumulated material. System use may require more frequent filter cleaning. 4. Periodic observation pipe inspections should be made by the homeowner to examine the state of the in-situ soil adsorption cell. Quarrterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. ~. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany their specifications. 6. 7~he pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump. If the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. 7. Avoid compaction such as vehicle traffic within 15' down-slope of the adsorption system. 8. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run-off into the system area. I I . Warning: Do not enter septic, pump or other treatment tanks; death may result because they may contain lethal gases or insutticient oxygen. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitorin~~ may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.E-i (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing. designin~~_ and; or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 < w ~nsin Department of Commerce SOIL EVALUATION REPORT Page ~ of 3 iwsion of Safety and Buildings • ~j ~ in accordance with Comm 85, Wis. Adm. Code _ ^-•--... Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must ~ ~T- L-`~ lx inGude, but not limited to: vertical and horizontal reference point (BM}, direction and percent slope scale or dimensions north r parcel I.D. p~l~j lh1 S , , a row, and location and distance to nearest road. ~ p,l~ ~of 3 SGOi~I Please print all information. Re 'ewed by Date Personal information you provide may be used for secondary pu o , s. 15. (1 j (m)). O~(Z t) Property Owner G>='OiZ6C ~12~~5~- ` _ ~ Prope Location W , , S~.v s~'c ~-z~-t,e ~~ ~ + N E 1!4 S C 1!4 S S T Z S N R I~ E (or W Property Owners Mailing Address ~ ©~.T ' of # Block # Subd. Name or CSM# Z. Z~ 3 S S `T1-i j4VE- Y (~ - ~2oPo S~j C$tv~ City State Zip Code Ph a N~'16 ONING i ~ ^ Village ®Town Nearest Road i) 8P5t_-D h11 Y~l w ~ SAO Z (-~ (~ New Construction Use: ® Residential / Number of bedrooms _~ Code derived design flow rate b 0 GPD ^ Replacement ^ Public or commercial -Describe: Parent material 6 ~~f'c~~ PfL. ~1.1.1L Flood Plain elevation if applicable 1V _l~ _ ft. General comments and recommendations: V"1QVYvv''~ ItiJ~ ~t rx ~1 ` "D~g`1~Z,L~3V`f7UYJ ~t:TL-L. V~-'j t jtJ i. h'a Uh.~ l S " O)= S P~j F! (_(_. , ~O ~1TD V2 ~-~U . ) l> 1- s ~ Boring # ^ Boring un~ {~$ . 7;0'D Pit Ground surface elev. ~. q - ~ ft no.,rti r., u..,~-~.,., ~,.~.,. l1 t: Horizon Depth Dominant Color in. Munsell O -~ lD`~IL 3 t Z Z 8- t`7 10'12 SLR{ 3 1~-~Z z•SKR- yl~! Redox Description Qu. Sz. Cont Color elf-~.s~rz.s~~ ("~ - , ~2 I Boring # ^ Boring I~ o,+ Ground curfar~ aloe 1 fib. O k Texture Structure Consistence Boundary Roots Gr. Sz. Sh. sip z`Fsbk rnv~ C~ Z~ s i( Z`Fs bk m `~- ~ w 1~ L ~ >~ v~Fi- - ~,._.~ ._ ~:_:.:__ ~_.__ Z ~. GPDlft2 'Eff#1 'Eff#2 . 5 . `u . (o 'S `~ ~ _3 .s _ - - -r • -- ......- ~ ----• ~ .. ~. Horizon Depth. Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soil Appliption Rate GPDlft2 in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 •Eff#2 ~ 0 - g LO`~ ~ 31 z - s 1 1 z; {'~ b -2 ~ vim- Cyv Z~ • S . `~ Z -Z 1 ) 0`~ 2 S 1 y - s i ~ Z'~S b1z. yvl, `Ft- C iti l`~ • S • `~ 3 Z l - `! I ~ ~ K 12y~ Cl -1 S ~ ~ 51$ L OV7-, rn V`Fh - - 3 . S . ..• - cwvs - vv = ccv rnyiL ana ~ JS ~3U _~ 100 mg/L - tmuent #`1= Bl7Ds < 30 mg/L and TSS < 30 mglL CST Name (Please Print) ,/ Si ature CST Number Arthur: L. tdegerer ~(~.. OZ._ZZ,7'1~ 220254 Address t~ e g e r e r S o i l Testing & Design S e r v i c e Date Evaluation Conducted Telephone Number 4•.21 Id. I~iain St. River r'alls, tdI 54022 lp_3.02 :715-425-0165 ~' .tom Property Owner Q` R~~~'h Parcel ID # P~1~/D1N G Boring # ^ Boring or ®Pit Ground surface elev. 1 ~ ~- =1__ ft. Depth to Iimitina farrnr 3 b :n 5w `~ Page 2- of 3 Horizon Depth i DoroinanfColor Redoxbescription Texture Structure -Z Consistence ` Boundary Roots Soil Application Rate GPD/ft= n. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#Z . 1 0-~ loK2 3 ~z ~ s / ~ z~s bk wt v'fi~ ~LV z.~ . S a g Z ~ 9-Z~ zy 3b 1O~t2 5lY ~l~K ~ 31 - ~ - S1 1 l.g Z'~'sbk l ~`-S h >~.'~ h'1 u`(-~- CS Cw ~~ - _S . --~ .g ~, z ~ 36-~ 6 ~ S'?R ~! ~'1 -, .S"`~25l8 L dh, . rn tJ~ - ~ 3 -s ^ goring # ^ Boring .- nPit Ground surface elev. k_ na~~-, ~„ ~~,,,;~:..,, ..,..~,.. Horizon Depth in Dominant Color M .Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate GPD/ftz . unsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 ^ Boring # ^ Boring Pit Ground surface elev. ft. Depth to limitin(r factor in Horizon Deplh i Dominant Color Redox Description Texture ' Structure Consistence Boundary Roots Soil Application Rate GPD/ft2 n. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 '@ff#2 'Effluent #1 =GODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODE < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need as§istance to access services oT need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. .~ ,~ .~ SBD-8330 (R.W00) ~, PLOT PLAN ~~ Scale 1' = uO' S S 1'1} I~CJL ~ l~ CUR -_... - s ~c, s s ~, y l0_3..,~jZ 715-425-0165 220254 LoT ~ Cb~~ l~l_ lOL.S' B nYr~r~-1 OF e~ fit, lo? ~ S' a~~-z ~v- ~ • ~~. v~~'/. yr o`o \ ~ "1 ~ ~1 ~ \B• 3 ~ $q ~ lU ~ \ .~ ~ ~ a O ~~ Za' ` y. ~ u! r~c~ ~ oT eon, ~ v~-e,T- . s~~ ~ p s aws t~-1 q~ a - ~ S~~v~ o t2.S Ct~~ ~- t~otirvt- (~ ti~~ e ~~~~ LIZ, I,OC~O' OtV_ _'E~~'`C`tt~-~~ 31~"D1 F3 _~GC PITs~Ti7~L~ . K k n h n ~ n w ~?-:100-~' _" __ --- ,~---- - - K . 'CST Signature Page 3 of 3 Z3 3 `~ ST, `,OT ~ J h J 2 0 Z-ZZ7- 6 Date Telephone Ito. CST A1o. Job P10. 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MIA37ER RE7REA7 ~ ~ ~ 11 B ~Tf1 ~ 4 ~1 ~"1 BEaF2a(J11M1 .-(~ z __ ~ A~ t43,d3 n ~' A= 12?,93 ~ A= t9Et.ti$ L> f 5 85 A= 10`}.5? 77 L= $ 12 ~ ~ tit= 5.7"4 11 _ _ - _ --~ ~- t 1 91 V= 5.72 1 t - -' `- - I z . >;z n V= 7,94 ~Z t z , v= d,3$ ~ -- -..._ q ~ ~_ -_ . --- 3Sea! 46SOE ` ~' d ----- 4689 ABp7E SNP 1A~3," STO. ORES 5'A! 183' PLF 150 PlF 15Q +I!42 ROOF fAAX, SW 1:iA" BTD. ORES SLV 1 ~' PLF d2B QLF d'28 5~f 2 Rt10F fdA)G, Q ss° sro~wA~~.s r~Ax. o ~or~~ s~tEnnrKiMO is fl~ra~HRn~~ a ~ 51'F #3 JOISTS ES SPF #2 J'd1ST5 DATE: Q~ ~~~4 ©~ gES9GN Cdi([~RIA e-31-?004 ZONES: WEND 1, ROOF MlODLE, TEMP 111 TC]TAL ROUGH WtN[10'N aPENlAIG9; 209.21 SF DUTCH HOUSING, tNC. VIIAS 11AOC1EL 544'I SEE AAP~S FOR LEGEND AND CIRCtIYT SCHF_DULE B-12 -z00z - + U ....239? P S00 ST'A"f'E 13AR OF WISCONSIN FORM 2 - 2000 Document Number WARRANTY DEED This Deed, made between George Birkett, a/Wa George L. Birkett and Doris Birkett, husband and wife Grantor, and Mark W. Chlebecek and Dawn 1V[-~E Chlebecek, husband and wife Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in 5t. Croix. Coun State of Wisconsin (if more space is needed, please attach addendum:) of Six (6), Birkett Addition in the Town of Ean Galle. Located in part of the Northeast Quarter of the Southeast Quarter (NE 114 of SE U4) of Section Five (5), and in part of the Northwest Quarter ofthe Southwest Quarter (NW 1/4 of SW 1l4) of Section Four (4), All in Township Twenty-eight (28) North, Range Sixteen (16) West, St. Croix County, Wisconsin. ~~~~1~ REGISTER Ol~ UEE13S ST. CROIJt GO. , MI RECEIVED FOR kEGORD 8'3!@31cf9413 09:30AH MtARRAATY DEED EXEiipf l« REC FEE: ii.0t~ TRANS FEE: 128,78 COPY FEE: CC FEE; PAGES: i Recording Area ~ ~~. k. •~'~ Thomas A, McCormack' ;~ Attorney at Law Po Box 2120 Baldwin, WI 54002 oo8-IOlsao Parcel Identification Number (PIN) This _ _is not homestead property. bid (is not) Exceptions to warranties: easements and restrictions of record, Dated. this ,~~yr`~• da of , 2003 * Signature(s) AUTHENTICATION authenticated this day of , * TITLE: MEMBER STATE BAR OF WISCONSIN (If nor, authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Thomas A. McCormack __- Baldwtn, WI 54002 (Signatures may he authenticated or acknowledged. Both are not necessary.) * Names of persons signing in any WARRANTY DEED * Aare Birkett STATE OF WISCONSIN } ss. St. Croix County .ersonally c e before me this _i~~" '' ___ day of ,. J .: 2003 ___` ____ _. .:.,the above named -- - - George Bi tt, a/k/a George L ,Birkett d b risk __ husband and wife ~ '-~~ "'~ to own to be the pers ) wf b cx~c'St>?ed ~~forn~" t:, m nt a d t ~,rae A~' < . Notary Pubhe, State of WISCONSIN.; q' "` 'l>~ _'0 _____.A_- ..~_.~ ___-- My Commission is pe ane . (If nots'tateg~ `date: _ __ _ -- must be typed or printed below their signature. STATE BAR QE WISCQNMN FORM Nn. 2 - 2nIN1 INFO-PRO (800)655-2021 www.infoproforms.com BIRI~ETT ADDITION mawxrMranwYaaa~sraanraanruraaxrnaf auwewra a~rraan~samlxaraas~na(uwrxwwnt LANCE NNt3111aw aEAU GWLt2 CROOf OpN1Y, NgRw1M :OU rl. KaUlilq IrINwBrwYl 1 /.IfYIfwW wwprMwtlwwll IrMrlar• /YYIYY/1YYYwf WIMI[ _ ~-'[!M~ -. MBlllw`I01169 _ _~^III~Rf saw --_ _ •1 E 417111 1~~ ~ ~ b E !. .._. 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' ~~ u x,w I , rl w www i _ _ - ~- ~ L..Ll ..J ~ ~ ~ I aaaawlYlrrNlrw ' _. , wIXpWGYIErtgaClwl7,w I ~~ u ~~ i i . f '`~ !@8AI(E@ ld6Q@ @C QINf~1S1 -.- -.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.1 ..-.-- a~~a: ~8Y Q:T~IER~ (QWN~D 8Y w~sr~wco~as~cnar< ~sr tK coar~+~ t~cnoN ~ x~ R ~ w~atMVVOUr-r ~„ ~rrse~vntt,Nrwr,~r~ -s eo~se~s ~ smstr • Nt• ~ Nr~q ~ s era:~t~ F s~r~ ...~,. ~ a arsa~r~ ~,~,~, s s~•sr a s~.~i• (OEDlC~4TFD 7i~ ~'HE PUBtJC) ~ s s~'ss~ E aee.ts ~' - -, ~~ --1~i1'---'' --f!' ~' - +~ow~eao~.w~r ~ t~~l ~__._.. ..~ ~~ ..,..~._._.r _..__ ~,..._„ a ~~ ~, L{~T 5 W a 0 5Q. fT. CSR ~OQ2 AC. k Ifns, LOT 6 e 22~,3883Q. FT. CMt ~~7~ AC. a rrl11191~.' _ _ppM~~A1o~1M'""~...--~-~~ ~ ~vo „~.~ _ ,~._. -- 1 M ~..~+ LOT i 4 • d 20~,~37 SQ. FT. C w a a ~'' ~ ~ ~~ `~ Parcel #: 008-2005-06-000 04/21/2005 09:40 AM .. PAGE 1 OF 1 Alt. Parcel #: 5.28.16.558 008 -TOWN OF EAU GALLE Current ' X ST. GROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): * =Current Owner MARK W & DAWN M E CHLEBECEK "CHLEBECEK, MARK W & DAWN M E 3148 78TH ST E INVER GROVE HTS MN 55076 Districts: SC =School SP =Special Property Address(es): * =Primary Type Dist # Description " 2301 55TH AVE SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 5.174 Plat: 0094-BIRKETT ADD'N LOTS 5/7 008/03 SEC 5 T28N R16W PT NE SE & SEC 4 T28N Block/Condo Bldg: LOT 06 ' R16W PT NW SW BIRKETT ADD N LOT 6 (5.174AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 05-28N-16W NE SE Notes: Parcel History: Date Doc # Vol/Page Type 10/26/2004 778055 2682/575 EZ-U 09/03/2003 738516 2397/500 WD 07/11/2003 729786 9/72 PLAT 9flfld ~1 IMMARY Bill #: Fair Market Value: Assessed with: 46806 47,000 Valuations: --t Description Class Acres Land Improve RESIDENTIAL G1 5.174 28,800 7,500 S~ ~? Totals for 2004; General Property 5.174 28,800 7,500 Woodland 0.000 0 36,300 0 07/19/2004 State Reason NO Lottery Credit: Claim Count: 0 Certification Date: 04/17/2001 Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 r~~. ~i•>. ~~, ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016-7710 Phone: (715)386-4680 Fax (715)386-4686 emo o ~ e ~~ From: Jon Sonnentag n ~~! ~/ ~ ~ p' 1 Date: 5/6/2003 ~ V Re: Soil on-site (NE'/. SE'/. S~ of Eau Galle -George Birkett) On May 2, 2003 a soil on-site was completed due to a report of marginal soils on the proposed lot 5. Art Wer er completed the original soil report on October 3, 2002. This on-site was required as part of the review for a proposed subdivision. Staff (Jon Sonnentag & Pam Quinn) has determined that this site is suitable for a proposed septic system. The day was mostly sunny with temperatures in the upper 60's. A hand boring was completed near boring 5, the most restrictive boring. It was determined that the soil report was accurate in reporting that a limiting factor was not present within the first 14 inches of soil. It was possible that there was even more suitable soil than actually reported by the CST. ~= ~~ ~~ u . Y B~ ~~IER~ (OWNED 8Y wsr w cart r~cnav • /ErdYTfE~1/U1~M~M~a~~~ -iN'SS'1SE SZ~.7/ /f * i M1'17rC'N'4 ~ .~~ Tw~r~r~~=ice, w~~w.n w ~ii~~w ~ ~ ~~•`~~rTi~~ii~ir~ YJ S N'9'1~1" i/i.11` {~EO~Cr4 TE0 Tt~ THE P~L1C} ~ 8 x'67" E iAi.15' --12!'--- .n.. ~- a 1~_ ~ ~Y , L4T 5 e sa. FT: oR a~aat ~c. k Rna }UIprO~l~OIrY~;MlAY ~~~ e w L4T 6 e ~a 2r~,9ae sq. FT: at ~~r~ etc. N ~ _ _o~u~rr~NaMK~..Y ,,..~-~~ NO ttT~ .-- `~ Mr--- DoT 4 • e Zq~~97 SQ. ~T. C v ~~ V.