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Home My WebLink About038-1084-80-005 PRIVAT` SEWAGE SYSTEM I::,-•.c; Si '-'mix _-run' -.nd Eu r elsc- INSPECTION REPORT earu:,r; r emcN- GENERAL INFORMATION ]At:- ' PERM T to Clio q-7s en Iv m -ILL•' n. uu. r... Ila. ur useC its xvca umn i ';m /l/J'- _ aK& Ta>. NC Pro TCA/M OF D3g /dS~f so BV Sr:'. ns:. BM Elec: EN' Drs not' / 00 (nr~ zo .'w, ?Sizb TANK INFORMATION ELEVATION DATA 4I-.N.,F Ik=~: ^,F•:I::rt I:_ild P.S 1 is::::'i::: (IdGV 'L"s OLI g scnerur.arF. ~•O / 1 Lt.. 2 r 1 ,2-Y4' " /66. 5; liw.etlen ICdac. sre- F, I t~l t,,'(~ fit` ti S • ~i 9-7 Inoldi rn Stirl: Irlel '7 7, SfHt :,1:11e1 TANK SETBACK INFORMATION S.~ S 7 a. d_x: e :I All I.1a0.. w;A,r u: I:k_•: i sslac ; / /U / ~ 2~ ~ G; Lcnor I I . ~ I:^tianp I I Hi:aClcl;i.^.8:1 (o3 pt:^::aon U'sl Pl:n is S'a-h::r 7i 3 95 . o~ Irrml 3'tco PUMP.!SIPHON INFORMATION q 4 . (p ;fUanu ~otur_ D=rranr. :;o•: e: .5 /40.t I :?!1 7 T't- iry Fric". nr I,.., ester. He - T-), E i SOIL ABSORPTION SYSTEM R=D TREN CH 1'ii a•• a ,1' c y l leuran FC DIM'eNSIUN: :T 'y= n: ae C _iC c - r.Fr 01MENSONS T G`6 .Er9ACK u '<_l l=11u1 1 _ 7 IF'L f IBL~:i av__'. .K=";' ~df pr L --ACHING 'Janwa::t; 1 ^ IN= ORMATION II CHAMBEF, pR -rJ1 17 i y~/t lv^.e J' S;i ~4- N~ l 50 f UNII r,I.,;'e,4~r-:,e' / DISTRIBUTION SYSTEM a( _ Z2- WS ':11:.. 1"' ~'Ik J:.'IIIC' SOIL COVER _ x Pressure Systems ORIv xx hound Ur At-Graoc ov stems O^n r h ir.: _T COMMENTS: inmi,rv '-2r,- l_:r~cen-ie- persnnt. present. ea nr.pe-nnr -l I /cspectrou s2. Lo:.atlon- /~f ~J-Oi~ G~a:✓` d"' YOC.R--- OVA All BM Des::npt a: = ~•(p' BiOa se'•ve- Iel^in = / O a:nnunl o: co•:ct SIBn Fislnc;t.c,rtt,. '..5. VL1 7,< JZi 3 Jfit O h Vt'V' a,).11 I `Ila RI'UI'tia1. I X1 Date ::_r. Nc. _ S6W-/a~'~ I Satcty and 6aiidin9s D'n:san x ; U$ 201 W.'A'ashington Ave., P.O. Pax ;1.,2 _ il P n r r S= . Penrlt Mumbo ;a• he L-4 u by t~ ` a Z018 Mad•sor.. Vr 53707-7162 (06(40 -7 Sanit } P it 1F7~~ICdT1 S;ar'I:s aiu/u~ unla a a_aardan urd,>F :K 21, I U- -1rt 3e-!'libtres i. trln i t:'F.e appr:grun cn~nru:n al sd ~r'h I reyuircd Fp r [ bz:nu s.a.uan P.. n [ •~;.1 do sn Lrms ;m t i v cu:[<d F'vvW FS num,u.d a, Pie \dd:r>s ti ygaent tl:ar, iua,6n, aiilas' ac kT Vwhaa f ~,Sm and T4 f n: va' I r I,d I .t rnaLOn you preciJe may be usa' }'a sc ax. ~.r•p c m.a.cu darrc ui[t U)^ I d r 1 . illrl IF 1 A litaUUn Information PlLue Print All 1afnnnetinn 1 -ve:ty Cana S lanm Hm.cl ?rnpcrn C)wlmr'c ,,1mo 4.ddress - _ - !4upe;ty la;aticm /~/C1 (may aa. 3~s. ss.~ G Z - ~1 ~ - v I Golf Lot Cin. S[xr O.Um C(l c 17 ' f . I pe of Budding ([heck all that upply~/'`~~LLLL// ✓ I or 2 FarulyhC!lia? Vumbci s(:~artwl,~ 1 `J Su'odlnsSmi Rmr~ YY- o,°M1S ez'4 13] ~ PoblmCemomer< al--)rsmbc I's< _ ~ _ - - i_- r`av'fCr y~ ~ 0 C.ey c' I:Jnlate Clv.Yrd Uccmbe l.,e_-✓` i:'i!.91:wnM-r //1 /Z~[I VtllaFr tr _~~}~(~~~I V 5 ?Z j ~4 v of ? L~lL~1 -31 'h e- it: (Check unl one box oo line A. Complete line KiT-appticabl<I - _.-~i a - - - _ -Z X - Te tiysren: R.cp:accmcn S.~Y:~v 7'arnk Reldac..o l unly ❑ Goxs M<a[iL•utioe n, I::nSnue Svst;n (p[pla:n) Ii Pe wt n ~^wal I fr~rai: kn ui ~ l I f L,A °mious Pn:na Fwnlax :ad L)am L:wkl ant 77 :mbc ~ I Yc-ctr wfc~ a NCW 13ef n 6x-rt-ti m >•.ro l mnl_nnent Uaw,ce ICheck all lha[apphl _ ~r,4c h.-:muc re=:::wd i.knound ll-i~r_ l.fouli_ uz (suiuolc wit L~M1I woA+?i of m9abk.xsi. ~1 t rr r Ft y i n xplainl_ 1Crcnrn[ Ckvix Irxplam._`!ls DisVCrsatTrert n_t +r ea lnfprmalinn les uFL:u i L:e~,ew ioi7 l .hcunn P ! 'lvspez:6._.< Re';Un'.v(0 is al weo Prop ct, ' yy ~l 1 7 -1 JJ Pte' p rsm C.IC\dnon VL fv,6lufU (.:qurtv hi I tt o ,bf:vudacumf ~ d - _ ~3 _ .;.ml v Jmcc `:ew Tr.Ls .xsv:f. lavk. I r u _ _ ~1 (pt,Q, r v, y FS T~~ fl, -I II R<spna5lblBh' Staien,Pnt- r nadenil;nrd, r rrypoosih,Ltt f.'. matalkanon 'f 'b' <1K'TN shown oa the attached p[mo \fY'A •IL~ umbc lluaas Poltmc V IF- }umryGr/.Nmoc YnntFliuLba's Aod: Ss Sttta„ny Say Cap G otmtr:D_cparrmeal I!se ClnlT 7•ir9JC FC' Dal[ SOC1 S~ttaa _ r : _ 1 s yds. oa ~ ll S' /8 aeon tc7~n:J M. Cundrtl Ra owpr:;oar geme all be Ir., As •r 7.- ILe /1~4<-Q. jam, y VCy. per T,arayement pl n LI NW nu. 2. All KMj a ree iewrnns mn .t ea : r.L is c k per Wicrbll v4: r ; rrl, \n:e e. ---Aew-L ,,-a ouou ka. nlp Plaa+ tar elm s)tree, arA wbmit rc tim. C.wnu any n. peen uol Ins rWo F t 71 inrhea a s've S13D,6398 fR. 1 L'1'.l System PLOT PLAN F'Rwru-1 tatacen Prooerties aDURI',ss 2013 Ctv Rd C Somerset Wi 54025 SE 1; 4 SW 1`4S 20 1 31 Nllt 1 8 roN N Star Prairie cot NT} ST. CROIX VSTE~1 F:LF:\'A'1lbN 95.0' /'below arade 11111:`18 BEDROOM 2 - DATE CONVENTIONAL XXX CONVENTIONAL Llf°I' HOLDING TANK ndOCND SEPTIC 'I:}N'K SIZE 800 gallois L1Ff TANK SIZE DOSE TANK SIZE HOLDING 'LINK SIZE LOAD IL1'IE ABSORPTION AREA 44,1) of* chambers 22 IWNCIFNIARK A'.R.1'. ton O` Su'vey Iron 4CSt MY 1:11F'V-A'Iloo Filter L.ifet me Lilt.: ❑ BOREHOLE. O R1:I.1. >Fl.lt. p. same as benchma,k Scale = 1/4" = 10' B. v1. Cty Rd C 69' B-t 3?' ~ Vent B-2 1 Night] lawk Drive O L 3' X 90' cell O. B3 S 20' ro 2 Bcdroom Ouse Vent Al" piping shall be ASTNT SDR 30134, within Quick -1 Standard 10' of tank. pining shall be ASTM FS91 >6 Leaching Chamber of Cover with 20.0 ft2 of Area 5.6ftA'+'pair of end caps ~ 4' Lonn_ 1 2 f_ y Grade at Svstem Elevation ;4•• Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 11/11118 Owner:Macen Properties Location: SE1/4 SW1/4 S 20 T31N,R18W Lot 3 Nighthawk drive Star Prairie Manuals Used: In-ground absorbtion system (version 2.0) Paget< 1. Cover Page 2. Plot Plan 3. Chamber Cross Section 4. 6. Maintance an ontigency Plan 7. Filter Cross Sec n Signature_ _ License nu be 4226900 L/ System PLOT PLAN PROJECT Macon Proonnios ADDItEss 2013 Ctv Rd C Somerset Wi 54025 SE 1/4 SW 1/4s 20 rT 31 N/R 18 %V TOWN Star Prairie COUNTY ST. CROIX SYSTEM ELEVA77oN 95.0' 4' below Grade 11,•'11!18 2 11 .%TI; BEDROOM - CON VENT IONA1, XXX CONVENTIONAL, LIFT IIl LDING TANK 800 gallons LIFT TANK SIZE DOSE TANK SIZE MOUND SAPTIC 'L'ANK SIZE HOLDING TANK SIZE: LOAD RATE .7 AIISORPTION AREA 445 H of chambers 22 RENCIINIARK V.R.P. Top of survoyiron ASSUME: ELEVATION 100' Filter Lifetime Filler ❑ RORbalO1.¢ O N11:1.1. =11, R. I', same as benchmark Scale = 1/4" = 10' B.M. 45' 39' 3 fi 33' Ctv Rd C G9' 13-t 37' Vent B-2 Nightllawk [hive 1-3' X 90' cell . 133 20• 20' Pro 2 [3edroonl I louse Vent All piping shall be ASTiv1 SDR 30134, within Quick4 Standard 10' of tank, piping shall bc. AS'1.1l F891 >fi' beaching Chamber of Cover with 20.0 ft2 of Area S.6ft^2/pair of end caps- 4' bony 12.. Grade at System Elevation 34 ' Cross Section of Infiltrator Quick 4 Leaching Chamber Typical cross section for 1 of 1 cells Quick 4 Standard Leaching Chamber with 20.0 ft2 of Area per Chamber 5.6ft^2 pair of end plates To be >1' above grade Finish grade elevation / Typical Installation 99.0' E3'4 G rade 4 Septic Tank S Lo?6Spacing 5' 1-3' X 90' Cells Same on other end Observation tubeNent At end of cell A 22 chambers per cell System elevations: A-95.0' POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page _of- =1LE INFORMATION SYSTEM SPECIFICATIONS OwOwneer r n# J cam- ~C- - Septic-ank Capacity ( dal 1`71 NA Per Septic Tank Manufacturer 1 ( U VA ' ESIGN PARAMETERS Lffluerd Filter Manufacturer - J p NA Number of Bedrooms p NA Effluent =ilter Model y ❑ NA Number of Public Facility Units JYNA Pump Tank Capacity NA Estimated flow (average) ci~ [7z9 ay Uday Pump Tank Manufacturer _ NA Design flow (peak), (Estimated 1.5) _ i--75 L?j? gaUday Pump Manufacturer NA Soil Application Rate - - 7~al/da IfY Pump Model NA Standard Influent/Effluent Quality Monthly average' Pretreatment Unit NA r=ats. Oil & Grease (FOG) ,*30 mg/t. ❑ Sand/Gravel Fii:er 0 Peat Filter Biochemical Oxygen Demand (BOG.) <220 mg1L Z! NA 71 Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) <150 mg/i_ _ ❑ Disinfection D Other Preheated Effluent Quality Monthly average Dispersal Cel!(s) U NA Biochemical Oxygen Demand (BODs) _30 mg/L n-Ground (gravity) U In-Ground (pressurized) Total Suspended Solids (TSS) -3O mg/L NA O At-Grade O Mound Fecal Colifonn (geometric mean) i <_:104 cful100m1 ❑ Drip-Line ❑ Other Maximum Effluent Particle Size - ~i /d in dia. ❑ NA aher - U NA .Omer - - • A Other.- _ _UNA 'Values typical for domestic wastewater and septic tank efftuent Other ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency inspect condition of [ark(s) At leas! once every; > mons ~year s1 (Maximum 3 years) ❑ NA Pump out contents of tank(s)_ When combined sludge and scum equals one-thicl (Y3) of tank volume ❑ NA 'nsoect disperse; cell(s) At least once eveT . ❑ murrth(s) - _ _ ,year(s) (Maximum 3 years) ❑ NA lean effluent fitter At [Atl'east ast once every: onth(s) O NA -ear(s) nsped pump, pump contro,s & alarm- - once every:- -1 month(s) NA C year(s) =lush laterals and pressure test At least once every: ❑ mordh(s) NA l7 year(s)- At least once every . D month(s) - - ❑ year(s) 1 NA NA' MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal reds snall be mace by an individual carrying one of the following licenses or certifications: Matter Plumber, Master Plumber Restricted Sewer; POWTS inspector, POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any messing or broker, hardware. identify any cracks or leaks, measure the volume of cembined sludge and scum and to check for any back up or ponding of efi :i on the ground surface. The dispersal cell(s) shag be visually inspected to check the effluent levels in the observation oipes and to rhea; for any ponding of effluent on the ground surface. The pending of effluent on the ground su face may indieate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumu'ation of sludge and scum in any tank equals one-third (rh) or more of the tank volume. the entire contents of I:he tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin (Administrative Code. IAII other services, including but not limited to the servicing of eff!genl filters, mechanical or pressurized components. pretreatment units, land any servicing at intervals of !A2 months, shal' be pertormed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 nays of completion of any service event. Page-of START UP AND OPERATION For new construction, prior to use of the POINTS check treatment tank(s) for he presence of painting products or other chemicals th8t may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the Contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not o=sr when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal higtwrater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of of luenlt. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to ft effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise diswrb or compact, the area within Z feet down slope of any mound or at-grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POW P;' antibiotics: baby wipes; cigarette butte; condoms. cotton swabs: degreasers; dental floss diapers; disinfectants; fat; foundation drain (sump pump) water, fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications: oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or is permanently taker out of service the following steps shall be taken to insure that the system is propedy and safety abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and property disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with moil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS tails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant rep ten[ system: A astable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption systeYrr. The replacement area should be protected from disturbance and compaction and should not be infringed upon by requiried setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area wid result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rulm in effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. ❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a sal and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed) as a last resort to replace the failed POWTS. ❑ Mound and at-grade sod absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in affect at that time. <<WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS _ POWTS INSTALLER POWTS MAINTAINER Name_ 3 Name Phone / Phone f SEPTAGE SERVICING OPERATOR PUq ER LOCAL REGULATORY AUTHORITY Name Nei Phone L Phone 'F r~l T C~ - This document was drs aed in wrtpliance will chapter SPS 383.22(2)(b)(1)(d)d.(t; and 3b3.54(t), (2) & (3). Wfsconsm Administr ative Code. - r t 3~ CT ~ C lb 32 i i O v ~ t' > 1 Il-- I 1t ~r T rld~; i.L IY 1 ST'. CROLX COIINI f SL'T''rIC 'I ANK -MAINTUNANC I : i(iRLh q~ll flv'I' AND OWNUSINP C'HRTrr'ICATJ( iii POILIVJ Olvner%Buycr - - /l~Cr_C✓a ✓~i eve Q NIMivg Addlrss Z-O 3 - - - - - - - Property Addres•c '20 20 k,44i.', W!< - -~Ay- - - - - - - iVeri_`u.:tiontc uucrll - < ~~^r _ ~n Tr 4 : Pla,tInnp. h 7oniefQ epart ucm lit: new conshttction.j - - - City/ State -Parcel icicnltficatio❑ ..\turther LEC;AT. DESCRIPTION Property Location v S4L,~-)r , Sec. 7 t7 , '1 N R / V, Town of J r Subdivision Lot Certified Survey Map # v't ltultc Payc rM _ tCJ S 7T liN arrauty Deed # - - - - - - - - - ~ valunre- - 'Page ft_ Sp" aoueu vcs to L+;r line. idenrtfiald i 1 no - SYSTEM MAJN'f F NANCE ANO CriVNER CERTIFICATION ttriproper use and mamtcriance of your sep;w -strn sunlit result to its pr,attatute l'aihio: to Irendlr wastes. Proper natutcnanee consists of pnin ?ing nut the septic tank evert tl roe yea's e. i soonrr, a needed, os a licensed pumper. What you pun :tiro the svstem can affect thr lunrboa of the septic tarik as a Ircat cent s;at in tilt- wanes disposal system. owner mamtr.nanec resnousibilities are spec fled in §Contra, 83,•,2(e ) and ra Chapter . - '2 SL Crors County tianitatV Uniinance The ptopem, owner agrees to submit to St- Croix County t9aeur re & ZUa lag Departmom a ccr«fieatne: fourr r911 s lt.y [ht- owner and by a roaster plwrthei, journeynaa ph nbrr, rest ivW plumbu ci a licensed pumper ver.lyme, That ( I } the On t:e ic sthar int! of ud ern is in proper oprratmg condition ud~ot (J,) after inspr.:,iori arui pumputg (if necussary), the septic tank is kss than 1 I'3 t full of sludge. iiwr., rho t anemFued Iuivc res-: the above rnlurroue tits and agtce to main'Aw ncc private u:wage dispusai syxrern wilt Cie sr met -rd s set forth, herein, as act by the Department of k *omnecrc a,<. the. th•parttrcnt of Natural Rcsoarccs. Stine of Wiscoasut. I vutrtiration stating that Your septic system has been mrinuwu:d maSI he cnrnpleCd and teturnod to the Sr. Ctotx County Plain itre~ & 7orttng Department within 30 days of the timer year expiration date. I we r.ortefy that all stalernrim on thl- re a ,rrc tn, o V le ~vxe of rrrlvour 1, uowledge. I:we annals the owner(s) of tile property described above, by virtue of a ysrai;t} dent rocouir , it Kcgtstee ol'Dares Office. Number of bedrooms fire e ~f(;NAJ`tJRE ()1' APP1 IC.-AN 1'(S) DATH ' DATI-'. ''"Any inforns+uon chat is misrcpteseu[cd may result to the samtaty ocuai[ heing o:vol- by the pianung & 7omug I3epatYmru!. • ~ « Include with this application a recorded warrant; deed Nona ti ' Register of Deeds i-Aliec and a cop; of the certified survey snap d reference is made to tln: wan'arrly deed (REV. oS/n5) I I JOOQ 15ulpll8 alBulg ..O.OL X ..o .LL 8 LL. N LL o c i ° o XQ. b m I OI= I t I K 110 b'° b I i o`~ - m f ~ b I I I o l ~ io a x I ° I o I I ~ n , O c I~ ~ ~ ~ ~ b ff f~pj ppp> 1 -c 0 01 OIC t b I 1 + b Z + a ~ b J XIp I E n m Q o m b 0 N Q Ji CD C $ ' e p I J O C c b ! IL C x o XC E a I b bI0 I O l° - % m p ly 2 I~ FLL N I t~_ LLN 107 1, w ;o to @ e..._ rj~J ° b~ m ssnil 67. ..8 .Lb a i un b \ o i p O ° < c c LL LL LLf~ ~ $ c 1 o b b b n o e v v r a o I k ,x x ``x K K x I rv e _ --aQ1& - aal ti cs1 Depaiplen{It -tblQ EVALUATION REPORT #lssz SP "H and n actor an C an 8 is. . Code Page 1 of 6 _ Proles§ional Ses 1 9 Schmitt Sod Testing, Inc. County Attach complete site plan on paper not less than SY~ x 11~inc es in size n /Sl. Croix include. but not limited to Vertical and houEbritiat rQfe D im it c ton an parcel I r+r/U'7by percent slope, scale or dimensiops,l npnh ai4 a 4_ and distance to nearest road. 038.108480-000 Please print all information. Personal nlronriation R wed B Date you Provide may De usoU for sewndary, purposes (Pnvaty Law, s 15 04 (1) (m)) / Property Owner Property Location Earl Town, LLC. Deborah Swanson Govt. Lol SE114, W1/4, 520, T31N, R18W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# / 8011 39th St N 3 CSM Pending Approval City State Zip Code Phone Number City Village Town Nearest Road Lake Elmo MN 55042 651-779-9934 Star Prairie Night hawk Drive New Construction Use.. Residential I Number of bedrooms 3 Code derived design flow rate A50 GPD K Replacement Public or commercial - Describe Zy Parent material Outwash (Burkhardt Series) Flood plain elevation, if applicable NA ff. General comments Area is suitable for a conventional system with a 0 7 gpdrsgft rate. Possible system elevation for Area 1 is 96.60' Slope of area is and recommendations: 2% Boring # Boring Pd Ground surface elev _ 99.65 N. Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAI in, Munsell Ou. Sz Cont. Color Gr Sz. Sh. 'Effll -Erro2 1 0-11 10yr3/3 none sl 2fsbk mvfr as 2vf 0.6 1.0 2 11-24 7.5yr4/4 none grsl 2msbk mfr gw lvf 0.6 1.0 3 24-34 7.SyrS/6 none gris Osg ml Cs 0.7 1.6 4 34-96 10yr5/6 none - grs Osg ml - 0.7 1.6 Boring # Boring Pit Ground surface elev. 99.55 If Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G_P_DttY _ in. Munsell Cu Sz. Cont. Color Gr. Si. Sh. -Ffhn 662_ 1 0-9 10yr3/3 none sl 2mgr mvfr as 2vf 0.6 1.0 2 9-22 7.5yr4/6 none grsl 2msbk mfr gw lvf 0.6 1.0 3 22-36 7.5yr5/6 none grls Osg ml CS 0.7 1.6 4 36-96 10yr5/6 none grs Osg ml 0.7 I 1.6 u Effluent #1 = BOD"> 30 < 220 mg/L and TSS >30 < 150 mg+L ' Effluent #2 = SODS < 30 mgrL and TSS 1L30 mgrL CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc Date Evaluation Conducted Telephone Nurnbei 1595 72nd St. New Richmond, WI 54017 9/712018 715-760-1978 soDS,, 5 is -1 V 1, Property owner Earl Town, LLC, Deborah Parcel lD # 038-1084.80 000 Page 2 of 6 F -1 Boring 3 Boring # Pit Ground surface elev 99.65 H. Depth 10 limiting factor 96+ in S - - - lml Apphcauon Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAV in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'En#i •EfW 1 0-8 10yr3/3 none sl 2mgr mvfr as 2vf 0.6 1.0 2 8-26 7.5yr4/6 none gist 2msbk mfr gw lvf 0.6 1.0 3 26-32 10yr5/6 none grls Osg ml Cs 0.7 1.6 4 32-96 10yr5/6 none i grs I Osg MI - I 0.7 1.6 I I ~l OP A~ IT, Boring # Boring _ g Pd Ground surface elev. 93.20 H. Depth to limiting factor in. Soil Application Rate' Horizon Depth Dominant Color Redox Description Texture Structure Consistence li Roots GPD/H' in. Munsell ! Qu. Sz. Cont. Color Gr. Sz- Sh. i •EtWt •Ert#2 1 0-8 10yr3/3 none sl 2mgr mvfr as ! 2m,2vf 0.6 1.0 2 8-35 7.5yr4/6 none grls Osg ml Cs 2f,2vf 0.7 1.6 3 35-62 10yrS/6 none s Osg ml as 0.7 i 1.6 4 62-84 10yr5/6 m2d toy 6/8 fsI Om mfr 0.2 0.5 10yr6/2 Boring F- I rJ Boring # Pit Ground surface elev. 95.40 H. Depth to limiting factor 96+ in. - - Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM1 in. Munsell Du. Sz. Cont. Color Gr Sz. Sh. •Efr#t •EH#2 1 0-7 10yr3/3 none sl 2fsbk mvfr as 2vf i 0.6 1.0 2 7-22 7.5yr4/4 none cbls Osg ml gw lvf 0.7 1.6 3 22-29 7.5yr4/6 none grcos Osg ml gw 0.7 1.6 4 29-96 10yr6/4 none grs Osg ml f 0.7 1.6 : ' Effluent #1 = BOD, > 30 < 220 mg,4. and TSS =30 %150 mgI ' Effluent #2 - BOD, < 30 mg,L and TSS 30 mq%L ]'he Department of Commerce is an equal npponunitr ervive provider and enyrloyer. if you need assurance to access services or need material in an alternare lonuat. please contact Ow drpanwent at 608 ?66-3151 or 1 fY 60S.261-8777, Ih"M•.»i Property Owner Earl Town, LLC, Deborah Parcel ID# 038-1084-80-000 Page 3 of 6 61 Boring # Boring Pd Ground surface elev. 93.20 fl. Depth to limiting factou 24 n. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence oundary Roots GPD/f l in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Emit •EfM2 1 0-8 10yr3/3 none sl 2mgr mvfr as 2vf 0.6 1.0 2 8-15 7.5yr4/4 none cols lcsbk ml C5 lvf 0.7 1.6 3 15-24 10yr5/6 none grs Osg ml as 0.7 1.6 4 24-58 7.5yr4/4 m2d yr6,12/6 sil Om mfr 0.0 0.2 5 58-84 IOyr6/4 c2d 7.56/218 7.5yr6/2 vfsl Om 0.2 0.5 i Boring F7 Boring # pit Ground surface elev. y S' 6 C ft. Depth to limiting facto 33 in. - - - Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consiste ndary Roots GPDMI in. Munsell Qu Sz. Cont. Color Gr. Sz. Sh -EMI 'Eff#2 1 0-9 10yr3/3 none 51 2fsbk mvfr as 2vf 0.6 1.0 I 2 9-19 7.5yr4/6 none grls lcsbk rnvfr -gw 2vf 0.7 1.6 3 19-33 7.5yr4/4 none grins Osg ml as - 0.7 1.6 m2d 7.5yr6/8 4 33.64 10yr6/4 1.5yr6/2 fsl Om mfr 0.2 0.5 Boring Boring # Pit Ground surface elev 94.90 ft. Depth to limiting fact 37 in. X5011 Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consist tce Bo ary''; Roots GPD/N_' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eruoi •E M#2 1 0-10 10yr3/3 none grsl 2mgr mvfr as 2vf 0.6 i 1.0 2 10-21 7.5yr4/4 none vgrls Osg ml cs lvf 0.7 1.6 3 21-37 7.5yr4/6 none grcos Osg ml as 0.7 1.6 4 37-68 10yr4/4 m2d 7.5yr6/8 vfsl Om mfr 0.2 0.5 i i ' Effluent #1 = BOD,> 30 220 mgrL and TSS >30 15C mg,'L ' Effluent #2 = BOD, 30 mg.(L and TSS < 30 mgiL Ih: Department of Commcrc<: i~ an equal opportunit} service prof idercmd emplocer. If you need assistance to access services or need material in mi alternate format. please contact the depanment at 608-266-3, 1 51 or'I-I'1' 018-2f, f-8?77- ~r:n-n., x v. r;, i Yh m![ Yi sstrp, Irw. Property Owner Earl Town, LLC, Deborah Parcel ID If 038-1084-80-000 Page 4 of 6 Fil Boring Boring # Pit Ground surface elev. 98.45 it Depth to limiting facto 41 in. Soil Application Rate Horizon Depth Dominant Color Redox Description ! Texture Structure Consistence undary Roots GPDtW in Munsell Qu. Sz Cont. Color Gr. Sz, Sh. Eff#l Fill 1 0-9 10yr3/3 none grsl 2f r mvfr as 2nrl 0.6 1.0 1 2 9-15 10yr4/3 none i v. qrsl 2msbk mvfr gw 2m,ivf 0.6 1.0 3 15-27 10yr4/6 none grs Osg ml as 1vf 0.7 1.6 - 4 27-41 10yr5/6 none is Osg ml a 05 1.0 - m2d 7.5Yr6l8 ! 0.2 0.5 5 41-58 1Oyr4/6 7 5yr612 fsl Om mfr m2d 7.Syr618 10yr5/6 7 Sy 6/2 sit Om mfr 0.0 0.2 6 58-84 Boring Boring If Pit Ground surface elev+ ff. Depth to limiting factor in Soil Application Rate I lonzon Depth Dominant Color ! Redox Description Texture I Structure Consistence Boundary Roots GPD/fl' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Ef gl 'En#2 Boring Boring # Pit Ground surface elev. it Depth to limiting factor in. - Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots _ G_ P_D_Bt' in Munsell Qu. Sz Cont. Color Gr Sz. Sh. 'ER#1 •Eff#2 i Effluent #1 = BOD,> 30 < 220 mg/L and TSS >30 150 ml ' Effluent #2 = BOD, < 30 mgl and TSS <-30 m9A. the Department ofConlmeree e in equal opportunitq service provider and employer. If cou need assictmrce to access services or need m;deriul in an allcmyte tirnnei, please conlucl the dcp:utment rit 6115-266-i 151 or TAY 608-JM-8"'-. Page <of co Conducted bv: Conducted For: Schmitt & Sons Excavating, Inc.. Name: Earl '1 own, LLC Thomas J. Schmitt, CST 227429 Address: 8011 39th St N 586 Valley View Trail City, State, Zip: Lake Flow, VIN 55042 Somerset, W 154025 Phone: 715-7B0-1978 PID: 038-1084-80-000 sgreure- /`Lot No. 3 of CSM in Vol 111 Page 808 Dare - 7 Legal Description: SEV4 SW 1.4 S20 131N R18W' 9 Backhoe Pit Township, County: Star Prairie, St. CroiN C'ounth A Bench Mark 1 El. 100.00' Top of 1" steel lot corner pipe NE Lot corner Bench Mark 2 El. 99.58' top of ground at NW lot corner Slope= 2% Scale 1"= 40' ~m I JS NOTE: For full view of Lot see Aerial Photo (Pa 4 of 4)\ 3 39' (3f r- DM i i Qy \ ys, i L O J rc r."!' -jaw * a .a~ qE- Y► iC 2 r N/_ ~F Z 11 113 M m O m m0 Om M m s o ° r f-- co O m 0 o \11O. J co Q i f w, i~ t \N 110 N. lp 40 z ! + A* Y , tirOrr - f cea a.o f y