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HomeMy WebLinkAbout030-2157-05-000 1`: Tsars n DeadnTew of Commerce PRIVATE SEWAGE SYSTEM County St. Croix Safety and B..Acmg Div 5 on INSPECTION REPORT San iarjlNo GENERAL INFORMATION (A ITACI I TO PERMIT) 51ate Plan ID No 605147 . Verse-o rbr-aticr you p`r:ode -nay ae used for serancary purposes (Prvaoy taw, s 15.04 y;ma 3147065 Pe-i! HelCars Na.^.e Ci:y vi age fo+,lsh p Parcel Tax Nc Christopher Schultz TOWN OF SAINT JOSEPH 030-2157-05-000 C51 Bhl L I- so 510 E ev fifu Di pber _ r I See;ion'TCwnl Range'lfaF Ne. 30.30.19.3148 TANK INFORMATION ELEVATION'DATA 'YPE VANUFACTURER CAPACITY STATION HI FS ELEV. vii Septic i„N 3. S Benchmark I , Dosing - - Alt BM Bldg Seaver /z,QZ 9 z6 Hold r9 SVHt Inlet r..S3 `19d~/3.`13 97 TANK SETBACK INFORMATION SVHt Outlet ` TANK TO PbVELL BLDG. eol l Atr Intaae ROAD Ot Inlet Septic Or Bottom y 14,6Sa Ill Ix 3 '?`'f 1 ! Dosing Header.1i Ae•aton _ Dist. Pipe Hold ng - Bot. System 5 • (q tS /4) . Y~ PUMPISIPHON INFORMATION Fina Grade O l{ /dZ •n~ .',4aru`actre' 2aC, GPM Demand St Cover Z.4 9b .3 rdcoi Nw•roel 63 -DH Li Friction Less System Heap TDH I ~I 4 `f B 3 S to a~ ~u'e+1 3.3 /!Z•7 Force•rain Leng 1 th30/ Dia.2i Dis: to'v`:en _ SOIL ABSORPTION SYSTEM BEDlTRENCH t'vialr 1 t,ngl Nc. rent. - PIT DIMENSIONS No O' P IS Insice Dia I icuie Depth DIMENSIONS SETBACK SYSTEM TO BLDG t'VELL LAKCrSTREAM LEACHING Ma°u'ac:u•o INFORMATION CHAMBER OR _ vne em UNIT R!pcel NU^rxr. DISTRIBUTION SYSTEM ~XJ IlraccrrIi D Sir but on / tb two x Fce Size / x Ht a Spacing i c Air I Ae Pipes, _ 3,~d / -enctr 3. Da ter;m "V. Da S Spa; n9 L3 I SOIL COVER x Pressure Systems only xx Mound Or At-Grade Systems Only n,.:a•i Ovcr Depm i xx l of xx Seeded~Scdded xx t&1vi G-m lrcncl• CL•n:c r / Beo:Trench Fdges ToPsci (~L v s No ~1(ys Nc COMMENTS: r,Include cede d,screpencies. persons present. etc., )Inspection p1 /~j ~y ~""tnspection k2 Location: 1350 39TH ST Pv f; l l pt?iv t CJ's- 4 v 1 ; Alt SM Description = / i1 •-t-(,e~ Q G ~O~C~-i~ 2. Bldg sewer ength = Z! X10,/'A( J - amount of cover / T Z d r` O~ l~`t10L_- N.L{- :.ti eu~• t a+t fff Plan revision Requ ril Yes -L No X/ 7 Use other side for additional m(climation, o _ Date IrseDptcr's nature :;ec Wo San e: t p IH :;+n!; I - J n r I~- I~ Industry Services Division SI (r"I\ t $ I1 - 1400 E Washington Ave - - - - I lumlary Permit \umb,:i iln be tilled m h)' Ca>.I P P 0. BOX 7167 Madisoq WI S~ZA~7-7162 Ave_~.>N~' ,;II'= 4 LUIS' l: - Sallltal•} Permit Appllcat1011 ~JI tilateIraluauionNumber In seeorJwleu scnh tit C ..1 1 L 1415, Adm t':Iy)o- submission of l 'n55 this dinn 1o the ap rgni k ga\cmnlen is requdcd pn(rto obtauun"es;mr„rn pann( Note;\pplindion limns liar sate-nensJ P( rtfl san, submitted I - - the Dep;uuncn Salot .md I r - it.1 vixs I'crs.,nal inlormanon )tit, pnn'Idc nra.N he teed liar sccondnl 'ruled :vddaas ii.' Jdkrent than mailing aJJrcs>I pul).o+a in snordancc •ailh t PI it ac, I ;t%, U (!3(I i(np, SI;1t> !3501')'' SI .\t Application Infer I - Please Print All Information---- - - 'rlxnvUencNxmc Pleela svhu V Chna: h > 1 I:? +Ii.i:O!1 - 4 30. Iq- 3145 I lopern IJssrn's \:ading gddla> Propcliy Localion - I hdep:lvcnue 60\1 Lm co" state - /Op (tale Nhonr Number NI : ',FS, Section 30 I- Ikc I; Inw, M\ -l >4112 jII ce uneI I It, N R :1) B nrQt% IL'l ype of Budding (check all that app))') /f Lol >r t ©I or2lannly IIvvc'linv.- Nmn:h:I:l {c,:r.,.gn, i S s _ ul Jna+iun Name V, hl_)Nri::: A all") I'sr:na ❑ Publi:.A otntlnui:J I N,,rihc u,c [11\rck k - ;Ct .I Slatc(bsned -Dc,cnheIse _ Sf\I \ IIIhCr X /v 0 tPA-e6E ©I'nw of SI. Joseph ll. ern (Check only one bet on_)ine A. Com lete line B if applicable) - ~aylQ ~ Q Nca Ssslcm ❑ Hepla,rn vial Seat-I ❑ I ream:ent l Io'dnw lack It placauc;n It ❑ Other Sloduicalion to hiving S)'slenl )ecplainl It n I cnnn Rcncssul ❑ Permit He\i -inn r] < hang" of - ❑ Ncnnn l7anstcr W Vcw Lis( Plc\ulus I'cnnit Nundlu and Ilatc ksuai Heroic l'.vplnbun-- until. cr [hvna - I\', Ty c of PUN IS Ssrem'ComponlndLleuic (Check all that ap Ip Mom Plcs,tunul In Ground ❑ f rcvuui d in-Ground U :V-Grade U Mound - 24 in of antable soil Mound < 24 in. nl slnlahle xod ❑ I I\Idiny Link ❑ other Di,pciY I onlpnnent iusp4jm: ❑ Prcucaunent Ucvicc (cvplaini I s ersal.1realment Area Information:_ - - - - - + f Ikv a I'I'Iw IrpAt Ito Soil apt Iic- \ n I Uieprau' Arta Requ' cJ I'T'. D.,per.al Alta Pr ostd (sal S\acm h.Ic\alio VI. rank-" !l6 ( a nn\ in Gallons Ibtal d of Gallo t 'O m I Inns r~IaI lacwrer c Ve hall, [\umag Tanks /f / rZ 6z s C L S~pfu'r Hioin~Lmk - - 1040 IuirSl 1 1y 1;+el l nr itc T D: ell Ulaud el fish - 6511 P .c:or ( oncrele El El ~ E El \'I I. Responsibility Statement- I, the under.iyned, assure rrsponsihility for inst lllalinn of the POU ll t, ahnnn oil the attachrd plans. P mhcr', Name II nmi 11'Iwnb ?maouc / VI I"h11 IyN Anmha Bu,.n.,s Phone Numher IU)111 \L'hllllll L`i/h Z/IIL., _ +~.1~{1' _ 1 IC-t,I.lIJX6 Plumber s AJdres: O hucl. OiN Stales /q, 1. 10, bl6 150"'Ave. Sorncnu- 1V1 i1025 lll unl)/Depmtlawnt Use only - - ALpr seed Pcr/m-il 1 cc llat'u • li.umg : II Signalur - - - p .Fp\ r .tea.a ri I Urinal G s/ ~ - I\. (onl1 4 471}r Gm awn e- s .I Disapproval 1. n I / a~ s~~PPe~.'r'' til ni(k, a tttrNn..ul: tl en ~ 6M I (ar lo.k ~'{..CL n: std. r (AWW. " ce'p rust ad ¢e IcZS '_I M VK gW.19N1NM. plin ? wi lerl by plwnbe:. f n r w~ie 2 Il per F il(t p~ia afro wO&, I t KI fuw tnco). wpwme6fcrdn ~llid u na rt v,c f laL~~ Q ~ok AcL a.. annplrm plan, nIr Ihr •y\Ian and hmil m Ihr unty nn nn paprr nnl l . Ihnn A I:: \ 11 mdna in .irr 1 U3D-(,:39X 1 101 i I I } SYSTEM PLOT PLAN A '7 -lax -1 K as ons:lay Project Name: Schultz 3 Bedroom Mound Design N~-~ Atlach oesigr flow calcUlaboos 10' ~•rojo-I Addrr-s. '350 39tH Sve=I _ commercial plans. U101 Symbol. & BM Flevation: loc.oo' Pipe Malenals i AS?M Slawam - Scale 1" = 60 BHl Descnalion: Top of t PVC FQe _ 'awes 384.30-3 & 3M.3r-5 p 60 90 120 5"2 Symbol' A ELM Elovabort. tna53 r gCH 4u =VC A TM CTM,S BN DeSmpbon_ Ton o' 2' PVC qpe S:;II do >V: AF31M C'7.>.5 Slope Gradient o`'1 ester. Area: (20%! i I t 1.7 KH -C 01/c 'Ales Symbd 01 apphcablet Ncles Notes - - Property Line Wieser Concrete Proposed j V"vLP i000i650-ivir< Vveii Septic.%Dose Tank , CD j Tempora\t. 3 ~ ; Cul-de sac i ' L8e 0~USe°m Drive l 1 J ' 140'2" SCH 40 PVC k-01 ' Force Main t 4. 96.39'x 38.05' Mound -100 w/ 6' X 75' cell ~ ao, ~ Contour Line -98 El. 99.23' B1 P~opP~ - 61Gt1 - B3 -94/ 20% Slope See next page for complete plot I ■ age 34 - - DIVISION OF INDUSTRY SERVICES 3824 CREEKSIDE LN HOI N IF N W1 54636-946G Contact Through Relay P S hnp i!usps wi gcvrprogramsr industry-services Scott Walker, Governor Laura Gutierrez, Secretary :A:n_•usl ? I. 2018 C(ISI ID No. 221760 ,ITTr\P0IITSLt.%1s,,1or .1O11N F SCHNIITI /ONIAG 01 11(1 SC HMITT A SONS FXC;\\'A I ING tit CKOIX COUNI I SI'IA 616 16111 .AVL 1101 CARMWHAHI. RD SOMLRSI:I N+1 5402i-6920 [ItDSON W1 i4016-7708 CONDITIONAL APPROVAL PLAN AP13ROEXPIRES: 08'202020 Identification Numbers Transaction ID No. 11471165 SITE: Site 11) No. 852829 Shull/ Please refer to both idcmif ication numbers. 11 i(i I H St above, in all correspondence with the a,ency. Down ol'Saint Joseph S( Croix Counts \1[14. SF.1!4, S30, [-.-,ON, R 19W FOR: Objeo I ype: POW IS Compuncnl Manual Regulated Ohjcct 11) No.: 179209: Maintenance required: 4->0 GPD Flow late. Svvlcntlsl: Mound Component Manual - Ver. 2.0, SRD-10691-PAN (11'111. K 10~ 121. Pressure Distribution Component Manual - Vcr. 10. SBD 10706-1) (N Ol'01, R. 10!111111ua)t Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Admiausfrulive ('odes-------- and uconsin Statules. I he suhmillal his been C(-)\Dl I ION M.1 Y ~\PPROVFD. This msicnn N to be axist>-ficted and located in accordance with the enclosed approved planN and with any component I n ll a l(s) retil:oeda Ova I he owner. is defined fit chapter 101.01(10). Wisconsin Statutes. is responsible for cunfpliall all 6).- U rcquirumnLN- cod4 \u person may engage in or work at plumbing, in file state wiles licensed to do so by the Department per s. 1406. <tus. I ne fu11O?sine conditions shall be met durine construction or inct,dlafion and prior to occupmuics_oi use', • Phis system is to be constructed and located in accordance with the approved plans and with the 'Pressure Distribution Component \lanual for I'ricate Onsifc \\asfewatcr treatment SvNtems Version '.u' SBD-10706-P (N.0101 • 'I'll is s}stern is to be constructed and located in accordance Willi the approved plans, and the "Mound Component Manual for Private Onsite Wasfew'ater Sysfams Version 2.0" SBD-10691-P IAA I o 1 i. • II h 1ycmu in I. laded IU ti uvr ill lI isprnul u'ca prior And therein" ro A.hlri taun iU a?oid dillit rhaI] n. im pactiuu awl ax' 411 Ihr .etc. fill new construction, it is reconunended not to activate file pump in the dux lank until ilia are pumped prior to homeownet- .,ccif pancs. \Vastcwa[crl;cncr;itcd from cmtlracurrs clcaninQ of cquipntenf and took andr'Or Icft-open o'll.lruction producIt"Indl not he dizcilarged into the draim diNC liarrin~~ Li the pric;ne Ul;~il~ u ,i st c?~afcr ircutnirul s1xicni!I'MA-I',). Al aac ~encrilcd ?hA116c I)rulnrh dIIIIII.cd ~I i~ aiL (t V l c. • Any tall grasses, Iesves, and shrubs hall II short and rciumed prior to lillin-the urtacc for insfallafion to present mama,! under d:c disi'Cl ;a area. • Prior to conshvction of the di per•sal area, check the moisture content of the soil to it depth ot'S inches, Smearing and annpaclinl•. ol'wct soil trill result in reducing the infiltration capacit% ottire soil. Proper soil moisture content can be determined h% rollin;%,t soil ample hemcen the hands. If it rolls into a 1!3- inch wire. the site is too ttet to prepare. If it crumbles. site preparalio:i can proceed. If the site is too wet to prepare, do not proceed until it dries- . Elcetrical connections shall comply with SPS 316.31111 and NEC 300 • All piping shall conform to SPS fable 389.30-3 and SP.S Table 384.30-5 As abcays, good tsorkmanship and attention to detail during the installation process is critical in aehicvint: a final product that .till perform as designed. A copy of the approted plan. spccif icalinns and this lellel' shill] he on-site during construction and open to inspection ht amhmriZCd represcnemives of the Department. which may include local inspectors. All permits required by the stale or the local municipalil< shall be ohlained prior to commencement of construction! installation!operr.ion. In eramin,- [his approval the Division of industp Smices resertrs the ri_•hl to require chimes or additions should conditions arise making them nccessarc for code compliance As per state scats 101.1 N-2), nothing in this review skill relieNc the dosiener of Ux• reglonsibilily for designing it site building, structure. or component. Inquiries cuncernin!, this currespondeccc :nay he made to me at the telephone number lisled below, or at the address ot: this letterhead. The above tell addressee shall provide it copy of this ]euer and the I'OW' IS naoa., i-cinew plan to the ouncr and am others ttho are responsible titr the installation, operation or maintenance of the POW IS. Since rclt. fee K7 eyuired5 SflO0 phis Amount Will Be Invoiced. When You Receive I hill 111vOlec, I`rut i J Warmer ( - Plcax Include a Copy kk ith Your U'astety;acr Specialist . Division of Industry Services Payment Submillal. o08)ir18-U? l i , Mott-fri, 7:00 a.1w - > ?0 p.m. W iS\•1AR'I' colt. 7633 cc- I dttin A -tabor. Vh'asletrrer Specialist. ('1>) 6 J-;389- Mon-fri. 8:00 A. N1. - 9: 0 P.M. I_hr,lophrr Schuh 1:.:,11^. ~IIDd1:1 Pu^c' N7'. 11:1S • Prior to construction of the dispersal area. check the moisture content ot:tlc oil to a ;:cptr niF inches. Cntear ing and co mpac:ing or wct soil will result it rcducin_ :hc infilnatior capacit, ofthu soii. Proper ;oi. moisture conicat can be dcu rmincd'as rollnt soii cunpie he•~ee-n the hallos, If is folk into 1'4- inch k<irc. the site i~ too wet to prcptuc. C r: ernnnlcs. :Ic prcparatior. car proceed_ If the site is too we: In prepwv, do not pro,-eel nwil is dric> • Electrical connections shall comply N'ith SPS 316.3011 and NF.C 300 • All piping shall conform to SI'~, Table 389.311-3 and SPS Table 383.30-5 • As alrra3's. good workmanship and attention to detail during life installation process is critical in achieving, a final product that %kill perform as designed. 1 cope fit the anprovc:; plans, snecificntioas and this 1cucr sl;all be on-site durim_• constructior and olxn to irsncetion by authorize: repre,cnta:rvc> of Inc Dcnanmeni. which nuq inciude local mr pectors. All permits required b%' the stall- or the local municipahix shall be obtained prior to conunencenlen: o' onstruclion~installation opcrat ion. in _•rantin_: this approval the Division of Indusny )-wises reserves tire right to require changes or additions shoulc conditions arise makinit them necessan for code comphanec As per state slat- 101.:'_i _ i. nothinL• in this revie%\ ;hall relieve the design-; of Inc responsioilih for dcsi_.nin_ a safe building. >truentre, or component. ln,lmries conc.crnim_, this comspondence nlag be load- to fire at the telephone ournber iisted below. or at the adds. an this letterhead. I he above lel. addressee shall provide a con}' of this lener and the POW FS managvm ni plan to Ihl- ow'ncr and acs others who are responsible for the installation, operation or maintenance of-lhc POWTS. Fee Required 1i This Amount Will Be Imroieed When foil Receive 'I har Invoice. - ray is j Wagner Please Include a eop~ With four Udstewatcr Specialist , llivi.aou ol'lndustrn Services Payment Suhntinal. n118 1S . Aloe-E:. -:(t.!;tin. W'il~N'IAR I code: 7633 ;rail`-AY;.'f1 CI :i'V1't!•r.A u I-.:h+i~ %--asl-.r. R >u~~ ur ire: izl(st.!-1; n--4 -,;fia. M or. tri. KVtt'I. --l ',ii 1'.\t. C'f~'icophra ?r:r.rltc MOUND AND PRESSURE DISTRIBUTION COMPONENS QESIGN INDEX AND TITLE PAGE RECEIVED I r Project Name. Schultz 3 Bedroom Mound 1 INDUSTRY SERVICES Owners Name: Christopher Schultz - Owner's Address 521 Julep Avenue Lake Elmo, MN 55042 Legal Description: NE1/4, SE114, S30. T30N, R19W Township St. Joseph County: St. Croix Subdivision Name: Whispering Valley Estates Lot Number: 5 Block Number Parcel I.D. Number 030-2157-05-000 Plan Transaction No. Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Septic and Dose tank specifications Page 8 Effluent filter information Page 9 & 10 Pump specifications and curve Page 11 Plot plan Page 12 Complete plot plan Page 13 Septic tank maintenance agreement _ Page 14 Warranty deed Page 15 CSM Attachment Soil evaluation report Designer: John Schmitt License Number: 223760 Date: 8/4/2018 Phone Number: 715J60-0486-- Signature: 7n 7L X, I If Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SBD-10691-P (N. 01101) and both SSWfi Publication 9.6 Design of pressure Distribution Networks for ST-SAS (10161) and Pressure Distribution Component Manual Ver. 2.0 SBD- 10706-P (N. 01101) Version 7.0 (R. 03/2012) Page 1 Mound and Pressure Distribution Component Design ')esig.r t,''Jorksh,eel Site Information R Residential or Commercial Design Note. Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 38344-3 in-situ soil treatment for 1.50 Peaking Factor (e.g. 1.5 = 150%) fecal coliform of r- 36 inches 450 00 Design Flow (gpd) 20.00 Site Slope 99.23 Contour Line Elevation (ft) 22.00 Depth to Limiting Factor (in) 0.60 In-situ Soil Application Rate (gpd/ft) Distribution Cell Information 75.00 Dispersal Cell Length Along Contour (ft) = 6700 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft1) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Distribution Information network? l:.nter Y or N C Center or End Manifold 3.00 Lateral spacing (ft) If N above, enter the elevation (ft) 4 Number of Laterals of the highest point. 0.188 Orifice Diameter (in) 2.50 F. ; ~ri~, rI Orifice Spacing (ft) = 7.50 ftt/orifice 2.00 Forcemain Diameter (in) 150.00 Forcemam Length (ft) Does the forcemain drain back? Y 84.00 Pump Tank Elevation (ft) I rt=,r 'I '-,I fl 3 25 System Head (ft) x 1.3 M39.32 Forcemain Drainback (gal) 15.98 Vertical Lift (ft) 5x Void Volume (gal) 4 80 Friction Loss (ft) Minimum Dose Volume (gal) 0.00 In-line Filler Loss (ft) System Demand (gpm) 24.03 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in dia o lions choice in. dia. options choice 0 75 125 1 00 1 .50 x x 1 25 x 2.00 x 1.50 x x 3.00 2 00 x 3.00 x _ Gallonslinch Calculator ropticri _ I Treatment Tank Information Total Tank Capacity (gal) 1000 00 Septic Tank Capacity (gal) ITotal Working Liquid Depth (in) Wieser Concrete ,Manufacturer ~J gal/in (enter result in cell 1349) / Dose Tank Information Effluent Filter Information 65000 Dose Tank Capacity (gal) POLYLOK Filter Manufacturer 1v/ 17.00 Dose Tank Volume (galfin) 525 Filter Model Number Wieser Concrete ;Manufacturer Project: Schultz 3 Bedroom Mound Page 2 Mound Plan and Cross Section Views -T l1_/~~0B d.: J Obsordaticn ('ice K A p; o W 1... B _ t ll L - Mound Component Dimensions D 4.61 ft W 38,05 ft 14.00 In G 20.50 ft J 2 450.00 (ft') Dispersal Cell Area 2507.81 (fe) Basal Area Available 6 00 (gpdfft) Linear Loading Rate 7 50 (ft) 1110 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 102.19 (ft) - I F Dispersal Cell 100.90 (ft) Lateral 100.40 (ft)--a- Invert Dispersal Cell (3] D Q Elevation lJ . ' ❑ 99.23 (ft) Contour Elevation 20.0 % Site Slope -y- Geotextile Fabric Cover Shading Key m a I Dispersal Cell See lateral details on 10 Topsoil Cap o 1 5 ft Page 4 for number, size. and spacing of laterals. Subsoil Cap 0.:/79 Laterals are equally ASTM C33 Sand v Z F spaced from the 0 Tilled Layer ci~ 0 5 ft Tyotc i Lateai ~ distribution cell's © Aggregate a e centerline in the ~_._.A distribution cell (Ax8). Project: Schultz 3 Bedroom Mound Page 3 Center Connection Lateral Layout Diagram Forcemaincomecnon:aatee or cross to mamlold atany DOnt Laterals ate rAer.UG al 5 Torn.ur.,reballvalvaor =1241 Lwerals &fWenw.n -,Ch a0 PVC d eanoutvlup per SPS Table 384 305 Helez AntleA on th. Govom o{the lateral Number of Laterals 4 Orifice Diameter 0.188 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 36.69 ft Orifices per Lateral 15 Lateral Spacing (S) 3.00 ft Orifice Density 7.50 fe/orifice Lateral Flow Rate 9.83 gpm Manifold Length 100 ft System Flow Rate 39.32 gpm Manifold Diameter 1.50 in Total Dynamic Head 24.03 ft Forcemain Velocity 4,02 fusee Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and _ i SPS 316.300 WAC 4 in. mm. Disconnect Tank component is property vented Alternate outlet location Forcemain diameter Wieser Concrete Manufacturer 2 in. Capacityl 650.00 Gallons T Volume 17.00 galltnch A 1 Weep hole or anti- Dimension Inches Gallons I B siphon device A 19.84 337.21 - t B 2.00 34.00 P~ ump off elevation (ft) 92 C 5.40 91.79 i D 11.00 187.00 D Total 38.24 650.00 Dose- tank elevation (R) '_Beddir urt er tank. 84.00 Alarm Manuafacturer SJE Rhornbus Note switches Alarm Model Number 1036378 i containing fl ercurJ n ay not be used in Pump Manufacturer Zoeller is system. Pump Model Number 153 Pump Must Deliver 39,32 gpm at 24.03 ftTDH Project: Schultz 3 Bedroom Mound Page 4 Mound System Maintenance and Operation Specifications Service Provider's Name John Schmitt Phone 715-760-0486 POWTS Regulator's Name SL Croix County Zoning Phone 715-386-4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 118 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gat Maximum TSS 150 mg/L Soil Absorption Component Size 450 ft' Maximum FOG 30 mg1L Type of Wastewater Domestic Maximum Fecal Co::form >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once eve 3 ears Effluent Filter Should inspect and clean at least once eve 3 ears Pump and Controls Test once eve 3 ears Alarm Should test month) Pressure System Laterals should be flushed and pressure tested eve 3 ears Mound Inspect for ponding and seepage once every 3 years Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to SPS 384,30 (6)(i). Wis. Adm Code. 3. Ali gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code. 4 Tillage of the basal area is accomplished with a mold board or chisel plow. 5 The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished Grade yr 6.8" Diameter Lawn rr- Threaded Cleanout Sprinkler Valve Box ( Plug or Ball Valve Distribution " ►r -Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Schultz 3 Bedroom Mound Page 5 Mound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General This system shall be operated in accordance with SPS 38284 Wis. Adm. Coca. and shall maintained in accordance with its' componert manuals jSBD-10691-P (N 01/01, R. 10112), SSWMP Publication 9.6 (01.!81), and Pressure Distribution Component Manual Ver. 2.0 SBD- 10706-P (N. 01,101,R 10M2)j and local or state rules pertaining to system maintenance and maintenance reporting, No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with SPS 383.33 Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and rovers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48. Starts, The contents of the septic tank shall be disposed of in accordance with NR 113, Ws, Adm. Code. The operating condition of the septic tank and outlet filler shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. Tne frter cartridge should not oe removed unless provisions are made to retain solids in the Lark that may slough off the filter when removed from is enclosure. If the filter is equipped with an alarm the filter shall be serviced if the alarm is activated continuously. Intermittent filer alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1i3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment. maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, it such products are used they shall be approved for septic tank use by the Department of Commerce . Pump Tank The pump (dosing) tank shall be nspected a! least once every 3 years, All switches, alarms, and pumps shall be tested to verify proper ope•al:on If an effluent filler is installed within the tanx it snall be inspected and serviced as necessary Mound and Pressure Distribution System No Imes or shrubs should be planted on the mound Plantings maybe made around the mound's perimeter and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 m41L BOD5, 150 mg/L TSS. and 30 mglL FOG for septic tank effluent or 30 mg/L BOD;, 30 mglL TSS, 10 mg!L FOG, and 10' ctw100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The dressure dlstnoutior system is provided with a flushing point at the end of each lateraiantl it is recommended that each lateral be rushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine 4 orifice clogging has occurred and if orifice cleaning is requued to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent pending. Pending levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring, Contin envy Plat If the septic lank or any of its components become defective the tank or component shall be repaired a, replaced to keep the system in proper operating condition. If the dosing lank, pump pump controls, alarm or related wiring becomes defective the detective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface. it will be repaired or replaced in its' present location by iccreasing basal area it toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping. and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Pretreatment Units the information and schedule of mananagemenl and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overal. management plan for this system Project: Page 6 hF-U,5/U.OIAI 7l_ r~,-Vp C7( UJti dnc_-lsOd va oo oo ec 3 :r °~4`° w. r::oa •.eauov m 1i Ica: ivnNVW OIld3s w dnoA-lh_ ,^a IDY A na,NO 31310003 13531m = y\ 2111-055/000IdZM 0 W w J z > N a U mO a (n a ~W o U. W W U < V) c O W Wm O (n Q m f w w w w U Z o_ < Z N 38 o7 w a cr r p> ° O < Co pi < ZZ wjR 3 LL x G C) 0 waczi a~ vai mj Ra' a a o Q 0.0 O (,j mN JwW UU wz O~ y a a O O m J W 00 No v, O Q (0 LL O N O O O W r m W V7 O O O < V d (go ~ U \ \ Y Vl 1/i N ~ j~ p r= N Y ~ \V Nye ~HJ01 < < < W d\ Z 0 OLLI yIQ 19zvr z ~NL) (D Z CL O M 7~JOH (13 Z- J~ OQW OZ~ U ^ W Ud OW wU fN O~ 3_p Y O w < w m r- p N a_ F5 ic=izo052 °z.~0 0L) a ° zw xx ~o J M<oo z U Z Z o z z j OJ F Oa U U J ICI li) r > N .J li W II. I I i I' I~ II I I N I I > 5 p v I I , ~ I a ~ - W n I w of it I~. °w U it r~ I 4 L z< 14 W _ 3CAN Q ,bR sv its s z a Page 7 !,'c rrtnnsm Ymn.i... ~ Zabcln !ecof rPn , r, L ui Pa`fu{:4 i. fhe PL-525 Filter is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class. It has SS linear feet of 1/16" filtration slots. Like the Polylok PL-122, the Polylok P1. 525 has an automatic shut-off ball installed with every filter. When lire filter is removed for cleaning, the ball will float up and terrrporarily shut off the system so the effluent won't leave the tank. i/ Rated for 10,000 GPD (gallons per day). I (Optional) 525 linear feet of 1/ 16° filtration. 10'000 G Dj AC co pts 4" and 6" SCH D 40 i `--.r- A,,,-pt., t" Rvc E - P T"'. Extcrtciun I IanJla Ruill in gas deflector. w Automatic shut-off ball when filter is renkoved. Alarm accessibility. Rated for 4 I ut,ax>ca~o Accepts PVC extension handle. Ideal for residential and commercial waste flows up to 525 l.,neat I't. of l i t E,,. 10,000 gallons per day (GPD). f P;uraNon sea 1. Locate the outlet of the septic lank. 2. Remove the tank cover and purnp tank if necessary. Act epls .1" H b' cam.'-' 3. Glue the filter housing to the 4" or 6" outlet pipe. If SCI ID 40 pipe the filler is riot centered under the ac cess opening use a f olylok Extend & Lok or piece of pipe to center filter. 4. Insert the PI: 525 filter into its housing. c _,tir 5. Replace and sedum the septic tank cover. NSFJANSI Standa>• fhe PL: 525 Effluent Filters will operate efficiently for - several .years under normal conditions before requiring cleaning. It is recommended that the filter be cleaned overy time the tank is pumped, or at least every three years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the filter _ J Gas o,1 [,,r sends xtrvicing. Servicing should be dune by a certified septic tank pumper or installer. Automatic Shut-OR Ralt 1. Locate the outlet of the septic tank. 2. Remove tank cover and Pump tank if necessary. 3. DO not use. plumbing when filter is removed. A. Pull PL 525 cartridge out of the housing. _ 5. 1 lose off filter over the septic lank. Make sure all solids fall back into septic lank. 0. Insert the filter cartridge back into the housing making sure the filter is properly aligned and completely inserted. Polylok, ZAcl & scat filersa,n•pl Easily inslaus T Replace and secure septic tank cover. the Smart Filtera'J switdl and alarm. Into existing, tanks. Polylok, Inc. 3 Fairfield Blvd. Wallingford, CT 06492 Toll Frcc: 877.7(x5.9565 Fax: 203.284.8514 www.polylokcom Page 8 SECTION: 2.20.047 L Jp yy r QVi1L/TYPUMPS J/NGE' ~~~/i/ r FM1919 0110 S~pasWes Prcdua information presented / 1 1. ai ~l\t! 40 here reflects conditions at bme ; L-, :106 i 1r p ideation Cmsull factory 4_; rc gardmg discrepancies or irv orsistences. MAIL TO PO BOX 16347 • Louiswk NY 402560347 visit our web site: - SHIP TO: 3649 Cane Run Road • Louts NY 40211 1961 www.zoeller.com (502) 77&2731. 1(800) 928-PUMP • FAX (502) 774 3624 Durable cast iron construction 15111521153 EFFLUENT SERIES Model 151 Comes standard with a glass-filled polypropylene base (For Pump Prefix Identification see News 6 Views 0052) Corrosion resistant powder coated epoxy finish Stainless steel lifting handle . Assembled with stainless steel bolts Non-clogging engineered thermoplastic vortex FOR SEPTIC TANK - LOW PRESSURE PIPE (LPP) impeller design AND ENHANCED FLOW STEP SYSTEMS Model 151 -113 HP passes spherical solids EFFLUENT , Model 152 -.4 HP passes W spherical solids r°`( SUBMERSIBLE 1'/2" NPT DISCHARGE Model 153 - 112 HP passes'/." spherical solids Motor- 60 Hz, 3450 RPM, oil-filled, hermetically sealed, automatic reset thermal overload protected Carbon/Ceramic seals } Upper sleeve bearing and lower ball bearing running im- -.Ls.U Un, 1 in bath of oil nmm CSNYl."t N. N . 165 20 Q. UL Listed power cord with molded 3-wire plug t Yf NPT vertical discharge „ BN and BE standard models include a 20 ft. variable N15I N152NI53 a E1WE152,F153 m aun>rwOc level float switch - BN151BNf529NI53 8 BE151,aF157BF153 Operates at temperatures to 130°F (540C) in effluent 1wf' kagedwith Pgyy ack va able LevelFbat swacfi 3_4 A 1.n HP, 11'h 115V r r 230V applications All models include a 1 2` x 2" PVC adapter fitting Note: The sizing of effluent systems normally requires variable level float(s) controls and properly sized basins to achieve required pumping cycles or dosing timers with nonautomatic pumps. POWDER ."N/ - COATED d l TOUGH- MAIL TO: P0. BOX 16?4i ,I txrsvVe.. KY 40256-iiAl SHIP TO: 3649 Cane Rim Road : ou,s.,Ak KY 462114961 (5G2) 116-2131. 1 -AC 1 W& MVP FAX 1502; /i4 3624 . . O Manulacfurers of ~O [QUCL/TY PUMPS a/INCE ~ry~J „ l3) Copyright 2010 Zoeller Co. All rights reserved. Page 9 PurnP PERFORkdANCF Cl TOTAL DYNAMIC HEAD.'FLOW PER MINUTE MODEL 1511152.153 EFFLUENT AND DEWATERING MODEL 151 152 153 in Vats Neter- G4 I Gal. Lraaa dal. ut., cr ry \ _ St IS 50 183 61 231 I , 3.3 _ IS IM 61 231 ;0 :J R`5 m r fS. _a 1i M lu --33 Y a 26 ' - - !3 ) 61 25 110 as 167 52 '9r-- ' 25 7.6- _.16 fil.. 34 129 4 `59 -A f 91 - a 87 It 125 35 fill r, If 2 39 (i1_ 38 11 111 31 M1 f136n; 4 I Model 151 Models 1521153 13 20 1: 40 53 W 3 EU A HU u'VS p~ 40 M lit 13U Fn 11, Mu rw a;u 1. _i ~n - rYe now PrS MN.RF I I Willem 3 7X R-T 17.4' n{Ie --l J~l~ I 1 it ~81 f • Timed dosing panels available • Electrical alternators, for duplex systems, are available and i - 141 supplied wilh an alarm • Variable level control swAches are available for controlling SI1g:P phase systems • Double piggyback variable level float switches are availaoe for variable level long and short cycle controls • Sealed Olvik-Box available for outdoor installations - See 1I m1a 1_ .:Ia I_ FM1420. •0•e113LIF(54'Cl special quotation required n:1 • tl f~>am.,il~ - I _ ~ 1 `.~pin~~l~~ ,1,, 151x152'153 MODELS Control Seleceon Modal VOIIx~h -Mode Amps Simplex Duplea N151 1'5 --1 Non _ 0 2x£' / BN151 11i t ito rd3d d 2o13 F 151 230 1 Nov 31 2 o• 9 y F 8051 233 1 Auto' 32 Included 2a,3 'Easy assembly' N1522~ 115 1 Non'--- 85 1 2a3 f3Nt57 115 1 lulo 85 Ill 2or3 16v,pa dscAagr pCr S , r. nivav' 0152 230 1 I Non' 4.3 i_ 2w3 nE1 23° 1 Al 43 1..c'uded i 2oi3 ;i, 1,1153 116 1 Nola 105 1 20, Y,'i 8\ 3 15 1 ALip _ _ 5 _ , nc / - ~ C 7 2Y` 1 Non 53 1 I- 1 a 2 a 3 ~ 8 1511 230 1 Auto 5.3 Induded 2 p• 3 C- 1- '-1'. ltid I...It 1. Single piggywck variable lrvel foal switch cr double Itlggytw-k vanable level flout naitch. Refer to f Mull - Reduces potential dogging by debris Replaces rocks or tucks under the pump 2. Site I'll for rnrterl mrdel a' Electrical Alternator EPak. Made of durable. IlofTonosive ABS 3. Variable level control switch IN743 used asa control adivata, Specify duplex Raises pump 2' oft bottom of basin (3) or (4) flail system. Provides the ability to raise intake by adding sections of 11," or 2' PVC piping IA cntmoN- 1 Attaches securely to pump Accommodates sump, dewa!edng and effluent applicators " NOTE: Make sure float is free fran obstruction. For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. rP f:opynghl 2010 7oeller Co. All rights reserved. Page 10 SYSTEM PLOT PLAN Project Name: Schultz 3 Bedroom Mound Deagn Flew 450taloWcay N Project Address' 1350 39th Struol Attach design flow calculations fcr I 'PVCpip 1 OO.Oiy commercial Pipe Materials I plans ASTM Standam Scale: 1" = 60• BM1 Symbol Elevation DM Description: Tap po of PVC pipe 60 90 120 DM2 Symbol: Q l3M Elevation: 100.53 Tables 384 30-3 & 384.345 0 ' 4" SCH 40 PVC ASTM 02GG5 BM Description: Top of 2" PVC pipe T' SC1140 PVC ASTM D17a5 Slope Gradient of Tested Area: (20%) 1 1!Z' SCH 40 PVC ASTM D17a5 15 well Symbol (if applicable) Notes: Notes Property Line Wieser Concrete Proposed 1 WLP1000/650-MR Well _ Septic/Dose Tank I Temporary 3 Cul-de sac y0dSe0 Drive 140'2" SCH 40 PVC Force Main _1 96.39' x 38.05' Mound -100 w/ 6' X 75' cell Contour Line - 98 El. 99.23' B1 --96 A Aope~yCinei ~ -94 BM-1 . B3 _ 9 20% Slope See next page for complete plot Page -3-1. I SYSTEM PLOT PLAN Project Name: Schultz Mound Desiyn Flow 450 GOD Project Address: 1350 35:n weer Attacl- design floc calculations for COmmerdal plans BMi Symbol. A BM Elevation: 100.00' Pipe Materials /ASTM Standard Scale: 1" = 100' BM Description: Top of i'PVC ppo Tables 384.30-3 & 384.30-5 _ 0 100 150 200 BM2 Symbol'. 0 BM Elevation: 100S.1 ' soh 40 PVC ASTM D2665 BM Description Too of 2" PVC Pipe 2" SCH 40 PVC ASTM D 1185 Slope Gradient of Tested Area: (20%) 1 SCH 4o PVC .ASTM 0 1185 25' Well Symbol (if applicable) Notes: Notes Properly Line Weser Concrete W, P woosec 1000:050 SeylUDose Tank \ e~o Tmnporary 3 Ctu-de sac r~droo ? Drive SO 1472' SCH 40 PVC Force, Main - \ 96.39' x 38.05' hound CO --1\ w: 0'X 9. cell ;yam • 98 Co-tom Line / El 99.23' at Pr - -94 no 83 2041: Slope Page 12 ST. CROIX COUNTY SEPTIC'I'A.NK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner;Buyer Christopher Schultz Mailing Address 521 Julep Avenue, Lake Elmo, MN 55042 Property Addre 1350 39th Street D - - - - Y - - (Verification required from Planning & Zoning Department for new construction.) City/State Houlton, WI Parcel Identification Number 030-2157-05-000 LEGAL DESCRIPTION Property Location NE a SE ,/4 Sec. 30 , T 30 N R 19 W Town of St. Joseph Subdivision Plat: Whispering Valley Estates Lot# 5 Certified Survey Map # Volume - Page # _ Warranty Deed # - (before 2007)Volumc , Page # Spec house ❑yesCaw lot lines identifiable Dyes❑no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance ofyour septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic rank every three years or sooner, if needed, by a licensed pumper. What you put into the svstem can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responstlidities are specified in $SPS. 383.52(1) and in Chapter I2 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a ceililication furm, signal by the owner and by a master. plumber, joumeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 fill of sludge. i/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Safety And Professional Services and the Department of Natural Resources, State of Wisconsin. Certification stating that you septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Dcpaiment within days of the three year expiration date. Iiwe certify that all statements on th' form are true to the best of my.+our knowledge. I'w•e am`are the owner(s) of the property described above, by virtue of a wa my deal recorded in Register ul'Deeds Office. Number f bedrooms 3 _ r ~CJL' (X-16 IGNA TRL OF APPfIC.ANT(S) DATI- "•Any information that is misrepresented may result in die sanitary permit being revoked by the Planning & Zoning Department. Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 04/12) J O I 1.. r I ij \ _ CD v. 01 C-) u - r r f ,'_'~I1 rli t : S ~h-~ ~t7 Il .LSAI.4 v d>. W S ~ , 'JO `J3S .~O t I .75 3H1 -'J ~iNl i 15`~ B' Cf) Ui'- i LL.. L 0 u, C) Cj O LLJ n r C) < ~r f- n Q M L 1 = C w r f- a-; e, ILA LL h D r r , F; 10 7 W I, U - LL L 0 CL t Q L ;x ~io 13 3.1 i to la O - (A t9~ i W tai t~ F r co CO r. U (Iyf ~,!I aj Cry M i t f.: O ~ I j~ Lo ~ Ll r ~'7ItX 9 N (fa U co \ L-j F FSNOliVAA-lA ZdONE] e L iX3 rAa(e ,~A. r Iw;i a i c s F A I s i a ~ I I O Z ~ i { Q 0 J - ~ LLJ j LU ~ U Q i ~ ZO I CJ co l e 1 i` F tis 6 SY~ 00, N` Id HOOT) Nib'W EJ a= Qk w i i t i I ~ I iO L1 w j i 90. r I J ro. CL . O Z C f co Jv F t I' ¢i'f f NOIl`daN(lOd { D F ~I ~r~~f I ~i f3tCi,;_i 3 > C." fr k V , J 4 rE e t f L I 1 I i 1 L .1:.. Y I 3': r r3 I X';t1 li ?p I I 10 LLm III i r. y .rJ( i A 7O 70 C is Z P <Q CL Q 0 z 0 LL i 4OIL EVALUATION REPORT #1668 isconsin Department of Commerce in ocordance with Comm 85, Wis Adm Code _ Page I of 4 Division of Safety and Buildings Schmitt Soil Testing, Inc. Attach complete site plan on paper riot less th8lri. 1 ~-rrl t inches in size. Plan must County St. Croix include. but not limited to, vertical aril horizontal reference point (BM), direction and - - - percent slope, scale or c5rhensions, north arrow. and location antl distance to nearest road- Parcel I.D. Lot 5 W.V.E. Please print all information. - - Review~d.DYr~ Date Personal information you pronde rnaY bu used for secondary purposes (Privacy I aw, s 15 D4 (1) (m)) 2-612 Property Owner Property Location Loegering, Keith & Kirsten Govt I of NE1/4, SE114. 530, T30N, R19W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# P.O- Box 2143 5 Whisper Valley Estates City Slate Zip Code Phone Number City Village _ . l own Nearest Road El Granada CA 94018 650-678 4823 St..loseph 39Th St. New Construction Use Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material Glacial Drift (Santiago Series) Flood plain elevation. if applicable na fl. General comments and recommendations. Area is sulable for a mound system. System elevation is 100.40' based off contour line established at 99.23'. Slope of area is 20%. Depth to limiting factor is 22". Boring # Boring Pit Ground surface elev. 100.23 fl Depth to limiting factor 37 in Soil Application Rate Horizon Depth Dominant Color Redox Descnption Texture Structure Consisienco Bouncary Roots GPD'tt_' in. Munsell Ou- Sz. Cont Color Gr. Sz. Sh. •rdai En#2 1 0-6 10yr3/3 none sil ?mgr mvfr cs 2m,2f .6 .8 2 6-11 10yr4/4 none sit 2fsbk mvfr gw 2f,lvf .6 .8 i 3 11-24 7.5yr4/6 none grscl 3msbk mfr gw lvf .4 .6 4 24-37 7.5yr5/6 none grsl ini mfr gw lvf .4 .7 5 37-62 7.5yr4/6 Syr6/2 c2d 6/2 9rsl Om mf 9w .2 I .6 6 62-78 10yr516 none grls Osg ml - .7 1.6 ❑ Boring # Boring Pit Ground surface elev. 99.63 tt Depth to limiting factor 22 in Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD+fl' in. Munsell Qu. Sz Cont. Color Gr. Sz. Sh •E!rxl 'Effit2 1 06 10yr3/2 none sil 2mgr mfr as 2vf .6 .8 2 6-10 10yr5/3 none sit 2fsbk mfr gw 1Vf .6 .8 3 10-22 1.5yr4/6 none sicl 3fsbk mfr gw lvf .4 .6 lyre/8 - 4 22-33 7.5yr4/6 m2d 5yr-6/2 sicl 3fsbk mill gw A .6 5 33-64 7.5yr6/4 m2d 5yr6/8 5yr6/2 sicl lmsbk mfr 2 3 Effluent #1 - BOO S> 30 1 220 mgtl and TSS >30 < 150 mgll ' Effluent 02 = SOD_ < 30 mgt and TSS < 30 mgiL CST Name (Please Print) Signature: CSI Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing. Inc. / Dale Evaluation Conducted telephone Number 1595 72nd Street New Richmond. WI 54011 11/27/2011 715 247-2941 SKD 6JJ0 K dYS[n Property Owner Loegering, Keith tk Kirsten Parcel ID# Lot 5 W.V.E. Page 2 of 4 Boring # Boring Pit Ground surface elev. 93.78 fl. Depth to limiting factor 24 in. Sal Apphcahon Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistences Boundary Roots GPD+ft' in Munsell ou. Sz. Cont. Color Gr. Sz. Sh. 'Lff#t -Etf#2 1 0-7 10yr3/3 none sil 2mgr mvfr CS 2m,2f .6 .8 2 715 10yr5/3 none sil 2fsbk mfr qw 2m,2f .6 .8 I 3 15-22 7.5yr4/4 none sid 3msbk mfr gw lvf .4 .6 4 24-43 7.5yr4/6 m?d SyrSyr6/1 - Sid lmsbk mfr gw .2 .3 5 43-81 10yr6/3 m3p Syr618 sid Om mfr 0.0 0.0 7.5yr6/2 _ I i ❑ Boring # Boring - Pit Ground surface elev. N. Depth to hrnNng factor in. Soil Application Rate Horizon Depth Dominant Color I Redox Description Texture Structure Consistence Boundary Roots GPDift' in. Munsell Oa Sz. Cont. Color Gr. Sz Sh. •En#1 •Eff#2 ❑ Boring# Boring prt Ground surface elev. fl. Depth to limiting factor m_ Sod AppLcalion Rate Horizon Depth Dominant Color Redox Description Texture Structure (Consistence, Boundary Roots GPD+ft' in Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. •En#f •Eff#2 i I - f li I ~ I Effluent #1 = HOD 3C r 220 n-91 and TSS %3C < 150 wg,L ' Ettiuert #2 = SOD, < 30 mg; L and TSS • 30 mg!L T'he Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate. format. please contact the deparlment at 609-266-3151 or TTY 608-264-8777 . Sao k➢'{ ~R R711,11 sm Sd 1r~prp, Irc. Page 3 of 4 - Conducted hy: Conducted For: Schmitt Soil Testing, Inc, Name: Keith & Kirsten Loegering Thomas J. Schmitt, CST 227429 Address: P.O. Box 2143 1595 72nd St. City. State, Zip: El Granada, CA 94018 New Richmond. WI 54017 Phone: 715-/760-1978 Sutxfivision: Whisper Valley Estates Signature_ ~ Lot No.: 5 Date a27 .,1ut/ Legal Description: NEI14 SE1/4530'r30N R19W Backhoe Pit Township, County: St. T,-4h St. Croix County Bench Mark 1 El. 100.00' Top of 1" pvc pipe Bench Mark 2 El. 100.53' Tap of 2" pvc pipe Slope= 20% Contour Line El. 99.08' Contour Line Length 88' ~i 1" = 40' rg ,~~cr w I ® o~m~ Cav7lVe / uN~ i 75z i aJ _ ~ ~ - f 3y~ - - - APB'" t y (oy~ This Soil & Site Evaluation Report was completed to fulfill a St Croix County Coning requirement The location the evaluation was completed may or may not be suitable for your use and a new area may have to be evaluated. ti - ~j15 WIDE PROTECTIVC. I cF\ST I/4 I WEST 1/4 vL~Jl1\"Jf~L~J < N~ BUFFER PFR NR CORNER oc 15)l2(u)(d) vX , C(-)RNI-R - i\ \ ;SECTION 30 SECTION 29 aae 7 U 0 f 4 1 v { v v//. /~rr Y v 1 '254- X 3i 6 3 TEM - / 72. \ v' ••5•/-, `v \v v. 27.0 } f ra//, 0 ACRE \ N x i/~(/s//\/// ~ y \l•y\ / ' r)t~~E I,TPaT10N NOTE) .925.7' 929.8-' 9y / f J r f/(j / 849 i / /x \ • ' \ / y1r 8 3L 4CRES `Q TR1 T~ t / 939. ry f mot- ; i/ ` .-202•--.. 1. - v - ry / ~ r ~ J,4 OA 1._. 885.3 N ~Q4c, `L j ATE la J CnVE gBg~~16 II}L~ I L.~ w v v i .RNR )8a6 0~~$~~ 2(5)(d) ` cb - •LB. 8970, X 0..899.0 3.7'3 ACFiS k~ \ E-,!y_ y~. • r'p, _ ' / ` L60.=9020 \ fJ' t .3 X ~-ioA r . \ V 902 1 897.7 \ t 1 TL>--- X~ T 'iln,-898.0` 4 rrL.Gi</r///r/////\_.... / \ •`.H0=900.0 t O: - 940 , 4r, 3ES IT 3.00 ACRE