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HomeMy WebLinkAbout018-1099-35-010 ovuccns'n Depanmerl of Commi PRIVATE SEWAGE SYSTEM ...arty. St. Croix Sa'a, a-rd 3ai d[rg Division INSPECTION REPORT Sanitary Perms Nr. GENERAL INFORMATION (AI IACfI To PERMIT) 600376 State P'.ar ID Nr, Personal informatro yin., provrJ,- •nay oe Used `c• sxorlary ;rtrPO;~os IPhvacy Lac, s 15 .J4 i 1'dmii. 3087663 Venn[ Holder's Name City Village Tarrnsh p Parcel Tax No Roger & Judy Olson TOWN OF HAMMOND 018-1099-35-010 CST I,".! LD:u. Insp BM Elev UM Des:_npi on - /A IM Rungctdip Nu 09.29.17.845A TANK INFORMATION ELEVATION DATA TYPE NIANOFACTLIRFR CAPACITY SIAIION BS III FS ELFV Septic , /f 2-60 Benchmark 1 161,1 / 66 t it L. 1 Dcsirg r e ~OU AI: BPA~ L- Bldg Sewer • $ S ea a- F- /v to 4 y y. z Holding SVHt Inlet T 9Z. TANK SETBACK INFORMATION St HtOuuet ----s \ TANKTO Pi WELL BLDG. Vere ix Ai- lnt,te ROAD Dl lnel Septic /6 2. I . 33 DI Bottom I T'5 g8', S Dosing 1 I leader loaf, 107, 33 J /ri3 99.9 Aeration - -~1 Dist Pipe Ho:mng Hot System ~r 4 9 9 F ina'1 Grade PUMPISIPHON INFORMATION 0.13 Ad . Z Manufacturer Demand St Covor Z J 1 ~1~ ac ~ °r4. O L 5 GPM Model Number Z7' 14P G 3. ~g Z G ov`~ ' TDH Lift I 4L Fricliev Loss System fie dS TDHt OFt r Forcemain Len b Da D=[ "t^;en SOIL ABSORPTION SYSTEM N BEDITRENCH Vvl7th / Lrrgrh I No O'T "Al.%, PITDIMENSIONS No Or Prs Insure Do Lqud Depir DIMENSIONS /O (06 / 'i SETBACK SYSTEM TO PU P:L LBLLDG 74VELL LAK&STREAM LEACHING Mann'aclcer INFORMATION CHAMBER OR ly'ven. 'L-4 - 1 UNIT hr,CFI Nu-he DISTRIBUTION SYSTEM a N HeaderWniffold /P'smt.:unr ,Hole Sze xHole Spacing r o.\vI 4'7Z / ,11 PiDP;91 31 lencln D a Leng:n Did ZS Si ng_" ,~Zi iJ 3 SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only y" mC9t9 Q'QI Depth Oae• T", Gael U; xr Seeded 5p7de0 xr Mulched BedrTrencF ^,rnter 77 lie;lr7«rr,;h Cd des `T" f . No Yrs No COMMENTS: onclude code discrepencies persons Present. netc. i Inspection B1: p r yO/ 18' 1n-specl~on A2 Location: 1747102ND AVC_a ~t~~/~ CnI , X 1 C6 1 ) Alt BM Description = _,;I 2 7 Bldg sewer length = % /r w`x~ e~~ r 10 w I - amount of cover - / O Plan revision Required _ Yes ](f No ~1ZO ,l 934 7:5 Use other side for additional information Dale Cwl SBD-6710 fR a147i IrsePClor'' SignaL,r No. 2`yYMtkfyr _ -~v OC(Jt~~l.r / ~Jlllll~ J Safety and Buildings Division 4' vD,,'1'• L : D 201 W. Washington Ave., P.O. Sox 7162 Sanitary Fermi: Nulpbcr 'te be mlxE m t. Cu ) Madison, WI 5370.'-7162 >r ~ +~1 ao\ tr 7 20 Pig - t o, -V 3 3n!:eC[IU:: NJnlber In acw-dajf (h SFS 35 , 11 wi - C do Subm-Ssior, of tlm form to C¢ apyropnatc govuumcnU um: i_~_V - I. ¢.:u"d poor hair.. a + m I V (<eam`~>'1 xe. Apali do for•:.s far statcawaed POW I'S are submal .d to t'reJe.a Address (t: a it.: on; (h:u: mailing JucssV s DcpwLncnt Cf sat V ud 11 t 'lal S 1 °crsu] a solo ...'+.ion }•u. pia+idc ma+ bn usc•C fn >e„unJal} J ~~'f '7 NA3 P11-pase I App cation On Inf InfnrmatiaNou Please P Prrint int All l Information _ - ~ Prop-,vv (),mc] s emc Pwcc: p olg -/oqy 3 -a~a .p opcrty Owoc s.•.ts gAJdre>s - - Pwpcrtv Location Ocl, t D S 1 Lot Cr}•, Stutc Zip Coco Ptlmc Swnbcr C- 7 'nrcle sine` N e oz) 15 to 7 ~Za-~6Z-~7 s z q N. R Ale 11. Type of Building (Cha.k all that apply) Lot D+cclling-Nu:tbc: cf 5cdloa::a LL 0 ad look to `I~f ir-k /tar - 1 ❑Publi:•'Can.mcizi;d-Dcscnbc Usc~pe. ❑City 1I CSM1?Numbcr Z1 ~D~ vdia of ti- -State Owned -Dacriac Use lll. Type of Permit. (Check milt' one box on line A. (lomplete line B if applicable) p „ , roa v System t,19 Fan k nclla:,cnrta Cmly 0121-r f:ludw anon to Fxis,i 8 S}$:c^ Icxph.iu) P hxmcnt 17' anent l• A N_w sv t m ~ 1.u[ Previous Pumit Numo_r and Dale Ls-,J B• l.( Nestm Rc..-wa: ~.Pemu: Reviswn ~ Change of Plvmbc: Ll Permit limisfcr m New R type of - I qrI Jw~cr d;C~rz sir- EI~- More PO bxb'Vy Ts lmn Svs(em (.omponentDnice- Cheek all that app vl 1 Non 1. Gin izcd h:.ro.:n,. 11 lres>arn.co ln-Ground U Atlr...de IQT•IJwld c= u:. of suileblc loll _ bound : 24 in o'. suiaok sail {t to i; 7a.:k .j Other DuP I l c .p-ncn: {Cxplan, - Pirucuenent ll I (cxple:rl,) err- i [f;t , M1 Dr>l)_CtsyUlrcatntrrtt Alrt lnformatiun D ,I,P Il+ u J. Uw;p in Latc( Dispcrsa! Arcs P.cyuircd (>p Dispersal Fuca Proposed ' ystan Ctcvuuon VI. Tank Info Capacliy in 7ota1 A Uf .Nlanufa-mrcr (sa)lons Gallons Units 'o New Tan" FT Taws a J v~ ~ s u.:7 0. w e~- bF16 [,nt. or f l .lung'f a:Jc '7 ~w' _ / Ls 511 II RtSp 11si In I IN statement- 1, the undersigned. assume responsibility for installation ol'the I.OWTS show n on the attached plans. Plumy r s sm. fli, t1 P:umb_r s tit tnxuc 'Pl J!I*Nu :,!>cr BustncSS llhoncN[.mbcr © Z2~ 1'..mh , d.-c , Isncel, City Sta.c• Zip OCAC) - Z-L ,N N111. County,Department Use Only SYiA +od ~ Giszyplitv~etJL_ Perulit >ce D=7 lssu- a !;se: Agent SionUlur ppro VAA •wnr C:t cu Reason fo(I>-nial S 0c. I ~ - L\. Condi _ canons for Di>uppruval / Vi~-i ~*fi COO MW dl p9 e« t1~f 1ilt!nllts e~-vC` ec,F- t,..l ~c,v.; so per awagemen' rden pro 'inn, 1,. r," 2. AN aeRmw* relit it - .411ach to complete plans for the sy+lran and submit to the County only on paper not less Than 8 t c . I I in: ilrs ir. ,:rr SllD-5398 (iL :1!I I ~ SE!ly 0= rlix SVJ~/4~ ~ R ;d?IJ, KI't:~ I I i i m .gam n! ny`?fLJ N ell - sue/ ~ ; > i,. n I 4- "Co N R a ~ - mO D LL 3 IC() Py 4: v . e a 4 _ • DIVISION OF INDUSTRY SERVICES 233' SAN LUIS PL STE 150 D - GRLLN UAY'N 54304 5211 3 S - Contact Through Relay P S htp r:dsps.wi.gov+programs industq services -.vv yr •.M.Sronsir.gcv Scott Walker. Governor Laura Gutierrez. Secretary \^ril i 2018 COST ID \o. 2243:1 ` 117 /'U 117.1 Lrxp.:ti !or \•IARY JO HLPPER I' ZONING OETICE HOLI.IS I LRS SOIL TESTI\(i K DESIGN S'I - CROIX COIL N-IY SPIA '_3497 KING kR 1111 RS 1101 C.\R%lICI I %1.1, RD - DANBURY Wl 14810 HI1DSOA AVI 140111-7703 CONDI I'IONAL :kPPRO\':U. I'LA\ \PPRO\':\I. EXPIRES: 04.1120211 Identification Numbers Transaction ID No. 3lt87663 SITE- Site ID No. 348107 Roger K .Iudy Olson Please refer;o both identiticalioo numbers, 1747 I0'\D.\vc ahosc, in all coiTcs ondcnx with the aacncv. 1 own of I Iammond So Croix ourh SIF 1!4, S W 1 I. Sq. "I ?9A. R'.7N FOR: Descripliow Mound Spienr (4 Bedr+unns - :\'cw Crnrslrrtc•ti,m) Object INpr PO\k IS CemsoiI \lanual Re_•,ul:rled Ohjccl 11) \;o.- 1-io I S Maintenance required: 600 GPD Ho" rate: 24 in Soil mininnun deulh to limilino factor from ori-inal grade. S stemw: _Mound C'oniponcnt Manual - A'er. 2 .0, SBD - 10691-P I A.0101. K. 10 I i, Pressure DISL-ihU[ICn Componeat Manual - \'er. 2.0. SI1D-10706-P I V.0101. R. 10.' 121. SSN \II' Pub. 9.6: L fluent E Hie: *1 he submittal described above has heen rcvicwcd for ~onlerniance with applicable \k isconsin Administrative Code. and N isconsin Statutes. The submittal has been CONDI I (ON ALLY APPROVED. This saslem is to be constructed and located in accordance with the enclosed approved plans and with anv Component manualls) referenced above. The owner as defined in chapter 101.01( 101. Wisconsin Statutes. IN responsible for compliance with all code requirements. \o person may eneage in or work at plunibing in the state unless licensed to do so by the Department per s. 145.06. stalls. The lullowing conditions shall be mel during construction or installation and prior to occupancy or use: • Preserve dispersal area prior and during construction to avoid disturbance, compaction and use of the site. • N), ith new construction: it is recommended not to activate the pump in the dose tank until the lanks are pumped prior to homeowner oceup:mcv. • N astewater generated from contractors clcanine of equipment and tools and or left over construction produces shall not he diseharecd into the drains discharl;inc to the private unsite wastewater treatment <y stern IPOR'TSI. \\'aste generated shall be properly disposed of on-sire or off site. • Any tall grasses, leaves and shrubs shall be cut short and removed prior to tilling the Surface for installation to prccent matting under the dispersal area. All loose orgame material t hc_ removed from mound area. • Divert surface water font POW1S Area. • Prior to construction of the dispersal area, check the moisture content of the sail t:? a depth of 8 inches. Smearing and compactin_ orwet soil will result in reducing the infiltntirn capacity of the soil. Proper soil moisture content can be determined h~rnllinr :r cod ample bchvccr: the kinds, If A rolls w, a I I- inch wire. the site is too rvet to prepare. If it crrmhles. he preparation can proceed. If the site is ten wet t rrepare. do not proceed until it dries. • All piping shall conform lu SPS I aN, '84 3,0-; and WS Tahie 31 3,0-5 • Insulate building sewer beyond 30 feet per SPS 082.10 i I I rteI • Mell setbacks to meet che. \R 811 K 812 • lank Installation to Billow all manutacture's reconunendatiors. • SPS 383.5111 )le) The managcnnent plan for a POUTS shall specit~cally :uldre;, tae rcrv icing mechanic, ,fail aerobic or araerohic treatment tank or a holding lank where either of the fir.lowin_ conditionz ee:st: fhe hotom of d:e lank is located more than 15 feel below the elevation where the sen'icing pad is located. 1 ae bottom oftl:e tank i, located more than 150 reef- horizontally from where the servicing pad is located. • \ erify property line(s) prior it, installation. • Pump Floats to he set and verified per approved plan. Anv chan_es may result in t unntt resizing to meet 'PDH and GI'\I Specifications. • \reas that are occupied wag roA i-ae~rem,, nee roots. :amps and boulcer, reduce tiro amount of ;oil available 6n Pr:gxr :rca:nlro. It no other site is a %ailahlw, lice, in the ha,al area of the mound most he cut ,t*t at -round Iccc. \ I,u..r till area i, llee" :ry when ao .N':he ab.nc conditions are encountered. to provide Sul"sicicnt w ll,:lliye area. Owner Responsibilities • The :urrcnl owner. and each sub c;:uent owner. shall receive a o,py of this letter including insimclions relatin_ to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and rlamtenance manual and or owners manual Sur the PO\k I'S described in this approval SPS 383.51(1). • In the event this soil absorption system or any or its component parts mallimctions so as to create a health hazard. the property owner must follow the contingency plan as described in the approved plans. A ropy of the approved plans. soeeificatiors and this letter shall he on-site during construction and open to a:ape,::on by authorized represenlativcs of the Department, which may include local inspector,- _\:I pcrtmts %%luired In' the state or the local municipality shall be obtained prior to amnnencentcn: Cr constructioninstallation: operation. In uranling this approval the Divtaion of Industy Services reserves the right to require chanp,e, or addition; should conditions arise making them necessary for code compliance. As per state ;tats I O!.1212 i. rimlling in this review shall relieve the designer of the responsibility Sur designing a sati buildin_. structure. or component. Inquiries ,oncoming this correspondence nnay he made to me al t11e lelephone number listed below, or of fhe address on this letterhead. The above tell addressee shall provide a copy of this letter and the POAA"1 S management plan to the owner and any others whit are responsible for the installation, operation or maintenance of the poWTS. Sincerely. Fee Required $ 2:0.00 ~.r Ili, Amounl Will Ile Invoiced. J r/rm ~rnr . ~,evf Uhen You Receive That Invoice, P;e.tse Includea Copp l% 1111 Your 'I inn Vander I.cest Pav merit Submittal. I'riv atc Sevvtrte Plan Reviewer . Division of Industry Services UiS\I:\RT code: - 1920 W92-'_211 , Mon- Fri. 6:00 a.m. - 3:30 p.m. Iirn.vaadurlce~I ar:wi.cov I.dwin A Taylor, l1'asre•.ya:cr Specialist. (71 S) 634-;181, Mon-Iii. 8:00 A.M. - 130 P.\l. Plurtbin-~ t w%ictor and Scwcr Sy;ICm., \ckor Plumbin;_ Inc (Plan: \lar led Sol • Insulate building sewer beyond 30 feel per SPS 3S 1(11.1 I )IC) • Well setbacks to meet chs. NR 811 & 81= • Tank Installation to fbllcnr all manufacture; rczommcndations. • SP.S 383.54( 1 )(c1 '1'nw mama^Cmrnt punt for a PON" 1'S shall spa~ii)callr address the savicinq mechanics ofan aerobic or anacrollic treatment tar.;: or a holdipg tail: where either 0' the tollowine conditions exist, the bottom o' the lain: s lucatcd more than I5 icel below the elevation where the se. \ icing pad. is located. 2. The bottom or 'he tams s iocated more than 1 i0 feet horizontalh from where the SCn iciflc pad is located. • \'erifr property line(s) prier to installation.. • Pump Floats to be set and verified per approved plan. Am' chances may result in [)unit) resizim, to meet '('UII and GI IM Specifications. • Areas that are oerupietl •.wUi r,,A ;raCmmnts. lr_•c roots. sannps anu boml ;,-s reauce ncc amount o° soil sailahlC fi-q pruner treanl'.e:rf. If t c $ler site is availahlC, Ireez in the b a: arc-of Inc maand must be cut of . er',,un;i c•r:a. 4 ,ans:r 1111 area tl-.essan when am efthc above ",nuhiinns eccnl:ntered. to n:ov ide sufficient (nil lcrztivc area Owner Responsibilities • Tnc current owner. and caeh subscauent owner, shall rec.ivc a cope of this letter inciudm_• instructions rel:c:n_ to proper use uric maintenancc el in... sst.m. Owns, shall reserve a copy (,I the appropr;ate o nem:Mn and maintenance manual an" or ownc's manual for fn. PONTS described in this approval SPS 383.540 i. • In the .vent this suit absorption systcm or am o[' its compon.n; path maliimaiuis so ac to create a health hazard, the property owner unlst follow [he crntin_ency plan as deseribcd in the approved plans. A copy oithe apprm'er. plans, specifications am: this lever wall be on-site du'in__ construction and open to i pSpCctlon by authi r. rec. repreSen:ati% es ol'n in: DeparlmeuL which mar include loom in specfori. A0 permit( required by the sane or the Iecal ITILUMipaiil) shall be obi aincd prior t0 conuneneenrent of constructions installation/operation. In erantinrt tiri; approval :he I)iv!si<m of vwustrr Sere :_e:: reserve, lire rie.at to require ehanccs or additions should conditions arise masing then. ncccssaiN for code compiiance. As per Statc stau, IOI.I?r;a. nothing in ;his rcwe%+ shall rchcve the designer of the respcnsibilitx for designing a sale ouilding, structure. or component. Inquiries concerning this correspondence may be made to me at the telephone number hated below, or at the address on tins letterhead. Tlu ahove left addresscc shall provide a cap. of rhi< letter and the POWTS manaecment plan tc the owns- and .ut% others who are responsible for the installation. operation or maintenance of the POW'Is, StncCrel\', I'CC RCqurec. S 2511.00 'Phis Amoant \A•iII Be Im•oiced. When You Rccet%c Tha; Invoice. Ple-i:e huiudc a Copy With Your Tin: VandcrLc.st Pavm.nt Submittal. Private Sewaec Plan Reviewer, Division of Industry Services 1\'iS~LAKf code: 7F 19'_'f1749?_'_'1- .Moo- I r:. 6:00 z.in - 3:30 p.rt:, ti m. yanderleeslG3`w ..eon .c: Erwin A Taylor. N'astew•at.r Specialist. i ; I:) 634-3484, Nton-fri. S:0O A.-\1. - 4:30 P.M. Plambinc Contractor and Sewer Systems. \elson Plumbing Inc (Plans Mahed To 1 RECEIVED lIIMAR 2 g ~D18 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIG) RY SERVICES Resiclential Application INDEX AND TITLE PAGE Project Name: ROGER 8 JODY OLSON Owner's Name (same) Owner's Address: 925 Sussex Ct_ Nekoosa. WI 54457 Legal Description: SE1/4 of theSW1/4, Sec. 9. T29N. R17W Township: Hammond County St. Croix Subdivision Name. Pheasant Ridge Lot Number: 35 Block Number: NA Parcel I.D. Number 018 -1099 - 35 - 010 Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings • Page 4 Lateral and dose tank P"s"-t'7 Page 5 System maintenance specifications r"T ' Page 6 Management and contingency plan D'...3 Page 7 Pump curve and specifications ( `•>r• Page 8 Plot plan v$- Designer Mary Jo Huppert License Number 1859 - 007 Date: 03125118 Phone Number 715 - 426 - 1775 Signature 1/d6 ~ Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB-10691-P (N. 01/01), and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01) Version 7.0 (R. 03/2012) Page 1 of 8 I Mound and Pressure Distribution Component Design Cesign'A/crksheet Site Information S R Residential or Commercial Design Note: Sand fill calculations assume a 400.00 Estimated Wastewater Flow (gpd) Table 383-44-3 3 in-situ sal treatment for 1.50 Peaking Factor (e.g. 1.5 = 150%) fecal coliform of « 36 ndres. 600 00 Design Flow (gpd) 5.00 Site Slope 98.00 Contour Line Elevation (ft) 24.00 Depth to Limiting Factor (in) 0.40 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 60.00 Dispersal Cell Length Along Contour (ft) = 10.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution L Y Pressure Disrbution Information network? Enter Y or N C or E; e Center or End Manifold 3.33 Lateral Spacing (ft) If N above, enter the elevation (ft) 3 Number of Laterals of the highest point. 0.156 Orifice Diameter (in) 3.50 Estimated Orifice Spacing (ft) _ 11.76 ft2/orifice 1 2.00 Forcemain Diameter (in) O J/ 20.00 Forcemain Length (ft) Does the forcemain drain back? Y L 90.00 Pump Tank Elevation (ft) - ;er Y r "I ^(J(~ 4,55 System Head (ft) x 1.3 3.26 Forcemain Drainback (gal) f _ 8.59 Vertical Lift (ft) 55.97 5x Void Volume (gal) ~y 0.33 Friction Loss (ft) 59 23 Minimum Dose Volume (gal) 0.00 In-line Filter Loss (ft) 27.46 System Demand (gpm) 13.47 total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. o lions choice in dia. options choice 0,75 1.25 x x 1.00 1.50 x 1.25 x x 2.00 1.50 x 3.00 2.00 x 3.00 x Gallonslinch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1200,00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser Manufacturer L_J gal/in (enter result in cell 649) Dose Tank Information Effluent Filter Information 800.00 Dose Tank Capacity (gal) Best Filter Manufacturer _22.24 Dose Tank Volume (gal/in) GF-10 Filter Model Number ,Weiser Manufacturer Project ROGER 8 JODY OLSON Page 2 of 8 Mound Plan and Cross Section Views 1/10 6 1~-I t C¢i to observation Pipe K 151 o A lb t - 3 l ` B Z 1?I. i;' 79 Mound Component Dimensions Down slope toe extension made A 10.00 ft E 18.00 in H 1 00 ft K $O6 ft B 60.00 ft F 9.25 In 15-00 ft L 78.13 ft D 17.00 in G 0.50 It J 5.92 ft, W 30.92 ft 600.00 (ft2) Dispersal Cell Area 1500.00 (ft2) Basal Area Available 10.00 (gpdtft) Linear Loading Rate 6.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 100.77 (ft) H F Dispersal cell 99.50 (ft) Lateral 99.00 (ft) ► Invert Dispersal Cell] Elevation D ~31 t 98-00 (ft) Contour Elevation 5 0 % Site Slope Geotextile Fabric Cover Shading Key v o Dispersal Cell Topsoil Cap a a See lateral details on 1.5 ft Page 4 for number, size, rL E Subsoil Cap „ o O and spacing of laterals. r ASTM C33 Sand v Z I Laterals are equally f F s aced from the 9n 0 Tilled Layer c a 0.5 ft Typical Lateral d stribution cell's Aggregate e o centerline in the A distribution cell (Ax8). Project ROGER & JODY OLSON Page 3 of 8 End Connection Lateral Layout Diagram - renterlW l-JeNlf. vp ryq A464nrwl- •~lurn-u P uwban..aw. on3w.nwcpluy All btera3 YliElrRlCil li-X"'~I fblls .f1111~4 ontM DOnd~M IAHalll al ~4u4h Spau4 5 Laterals 8. forcemain SCrI 40 PVC par SPS Table 384-30.6 F OIr! mON <AINIlCn00 VI! t<C M CIO33 t0 m.NW OIO N ir7 ppjnf Number of Laterals 3 Orifice Diameter 0.156 in Lateral Diameter 1.25 in Orifice Spacing (X) 3.66 ft Lateral Length (P) 58.56 ft Orifices per Lateral 17 Lateral Spacing (S) 3.33 It Orifice Density 11.76 ftz/orifice Lateral Flow Rate 9-15 gpm Manifold Length 6.67 ft System Flow Rate 27-46 gpm Manifold Diameter 1.25 in Total Dynamic Head 13.47 ft Forcemain Velocity 2.80 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and SPS 316.300 WAC 4 in. min. Disconnect rank component is property verrted f-- Alternate outlet location Forcemain diameter Weiser Manufacturer in Ca acit 800.00 Gallons Volume 22.24 galfinch A Weep hole or anb- Dimension Inches Gallons B siphon device A 20.41 453.87 B 2 00 44.48 C 1 Pump off elevation (h) 2.66 59.23 90.91 D 10,90 242.42 Total 35.97 800.00 D Dose tank elevation (ft) ~J 3" Bedding un er tanku 90.00 Alarm Manuafacturer SJE Rhombus Note Switches Alarm Model Number Tank Alert AB containing mercur; may not be used m Pump Manufacturer Gould Pump Model Number PE 41 Pump Must Deliver 27.46 gpm at 13.47 ft TDH Project: ROGER & JODY OLSON Page 4 of 8 Mound Svstem Maintenance and Operation Specifications Service Provider's Name Darrell's Septic Service Phone 715-425-1025 POWYS Regulator's Name St Croix County Zoning Phone 715-3864680 System Flow and Load Parameters Design Flow - Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 400 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1200 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 ft2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Colrform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once every 3 ears Effluent Filter Should inspect and clean at least once eve 3 ears Pump and Controls Test once ever 3 ears Alarm Should test monthly Pressure System Laterals should be flushed and pressure tested eve 1.5 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. All 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 Tum-up Detail Finished Grade &8" Diameter Lawn -i Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral - Longg Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project ROGER 8 JODY OLSON Page 5 of 8 Mound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General This system shag be operated in accordance with SPS 382-84 Ws. Adm. Code, and shall maintained in accordance with its' component manuals (S60.10691-P (N.01101), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01)) 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 covers should be inspected for water lightness and soundness. Access openings used for service and assessment shag be sealed watertight upon the completion of service . Any opening deemed unsound, detective, or subject to faikne must be replaced. Exposed access openings greater than 8-inches in diameter shag 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, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113. Wis. Adm. Code- The operating condition of the septic tank and outlet filler shag be assessed at least once every 3 years by inspection. The outlet fitter shall be cleaned as necessary to ensure proper operabon The fitter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the fitter when removed from its enclosure. M the fitter is equipped with an alarm, the fitter shag be seamed if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic twilit shall have its contents removed when the volume of sludge and scum in the tank exceeds 113 the liquid volume of the tank. If Nit contends of the tank are not removed at the time of a triennial assessment, maintenance personnel shag advise the owner of when the next service needs to be performed to maintain less than maximuan scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if 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 inspected at least once every 3 years. Ali switches, alarms, and pumps shag be tested to verify proper operabon. If an effluent fitter is installed within the tank h shall be inspected and serviced as necessary , Mound and Pressure Distribution Svshem No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be sreded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on th! mound is not recommended since sal compaction may hinder aeration of the arbitrative surface wittun 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 mg/L SOD„ 150 mg/L TSS, and 30 mg(L FOG for septic tank effluent or 30 mg/L SOD, 30 mg/L TSS, 10 mg/L FOG, and 104 cfu/100 mL for highly treated effluent. Influent lbw may not exceed maximum design flaw specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and l is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed if should be compared to the initial test when the system was installed to determine if orifice dogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be chocked for effluent ponding, Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Continency Plan If the septic tank or any of if. components become defective the tank or component shag be repared or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shag 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 ills' present location by increasing basal area if toe leakage occurs of by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operabng condition. See Page 5 of this plan for the name and telephone number of your local POWfS regulator and service provider. Pretreatment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. $ F a41 t rs t ~ k Wastewater METERS FEET 40 PES i MODELS: PE31, PE41, PE51 10- 35 . --l►~ 2 GPM 30 E41 - p-- t 1 FT~. 25 PE31 - - 20 15 - ~ rvn 10 - 0 L 0 0 10 20 ~ PM 80 30 40 50' 60 70 G 0 5 10 15 m3/h CAPACITY PERFORMANCE RATINGS PE31 PE41 PE51 Total Head - Total Head - GPM I Total Head - (feet of water) (feet of water} GPM (feet M water} GPM E5 S2 8 _ 61 10 67 10 42 10 57 15 59 t5 29 1 46 20 50 20 _ 0 20 33 25 39 25 0 25 i6 30 26 35 8 --T r PnGsp -7 Of 3' t ! Lv~t ~ PLFl~`nfi~ F%'=~~ oIF- iCti9- ;s- aio i I m PLY s v-T3 1 i/~/ 2 ~ 1 • a_. i" ay r lei Ac` o $ ~ ~ ~ r g o ~ s 19 d~sy, 'p r fib `,Z _/g G LN, ~ . 1 E G y i lip N~ ' S'1 ROIX CM N 1) SI P"I I(' TANK MAINT"ENANCI-..:1GKL:..%11 'A I AND (!1VNERSHIP CERTIFICATION FORA I)~.+nr„Iiuvrl t~c;c °i'--- ~OOr1 G~L.bOIJ ~SaY,i'G (.!L~„w' CrJ-~- `7~' 7foL-YT/7) %lailing Address ~tZY Sc~sseK GT eVt'r~t~oc<.a t u)i `i f~! s 1 Pir, cut Address >t 3 ~1~e 45ht ~i~l E-~A-vtAaKuN A UJ 'r' S`'torS (Verification required from Planning & Zoning Department for new construction) .fy Ci.v~tStalc I'arccl IdCllt::iCiWon Vuni1Cr C,ttii. -42'l'i- LEGAL DESCRIPTION 1'ntherly Location Sri j eJ . Sec. `3 'I" z`i N R i l W, Tuwn of t EAwt n ..r 0 Suhdivision Plat: ~i1 aor.- k4rxs - , Lul 35- C crtifled Survey Map ti IYs'tSts Volume Page # - M, arranty Decd 4 (before 2007)Volume Spec house 0yesao Lot I i )cI it nu I -I 11 C wc: E] no SYS'I'VNI `%11IN"I'FNANCEAND OW'NERCERTIFICATION Improper use and maintenance ofyour septic system could result in its prcnlaW: [ I'ailcrc to hmr.llc •au,vcs- Proper iI,untenance consists of pwnpo g out the septic tank every three years or sooner. if necdca, by a iiccnscd pumper W h t Rn, pill inh~ ysteni can affect the function of the septic. tank as a treatment stage in the waste disposal system. Owner maintenance are specified in §SPS. 193 52(1) and in Chapter 12 - St. Croix County Sanitary (Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the ~.,:rrr and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper vcrilying that (1) the on-sde ;.r,tc.vater disposal system is in proper operating condition and"or (2) after inspection and pumping (if necessary), the septic tank than 1+3 full of'sludge. Vwe, lire undersigned have read the above requirements and agree to maintain dm private sewage disposal system with the ".;n-%(ards scr forth, herein, as set by the Deparuncnl of Safety And Professional Services and the Department ol'Nawral Resources, ;n \nl.consin Certification rating that your septic system has been maintained must he completed and returned to the St. (7:ria (-omo.% Planning & Zoning Department within 30 days of the three year expiration date. I ,e certify that all statements on t rs form arc true to the best of mydour knowledge I'%ke nmiare the ownedj A tix pc 1, csu ibed above, by virtue ofa)"' manly decd recorded in Register of Dceds Officc. Number of bedrooms SIGNATURE OF APPLICANT(S) DATE r: in(ormatlon that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. I )dude wuh this application it recorded warranty deed from the Register of Deed% Orrice and a copy of the cemilied survey map if rctcrcnce is made in life warranrv deed (RLx'. I14 +12i .V 2 9 2 6 P 2 0 1 F. LOT GRADING The Lot Owner agrees to provide finish grading and build any Improvements on the premises in accordance with drainage plans approved be Declaraat and agrees to indemnify and bold Declarant harmless from any problems created by improper grading of any Lot or Lots. Any soils excavated from a Lot and not aced thereon shall be disposed of in locations as designed be Declarant and without cost to Declanmt, milers specifically authorized otherwise by Declarant. No soils easy be exported from any Lot without approval from the Declarant. G. LOT CORNERS Owner shall promptly and accurately replace any Lot toner monmmnts, which are removed or displaced during Owner's construetion of improvements. Owners expressly understand that all Lot corner monuments are to remain visibility marked. H. PROTECTION OF ON-SITE SEWAGE TREATMENT AREAS Every Lot in the preliminary plot for the Pheasant Ridge subdivision has a desipated area approved an om-site sewage treatment system. A Lot Owner may, at its sole expense, have the solo tested on its Lot and determine another location for its om-site sewage treatment system. The original soil test serve only to satisfy a St. Croix County Zoning requirement and may or may mot work for your particular home. In this event at the time of site plan approval, the Lot Owner shall provide the Architectural Review Committee with satisfactory test result showing the new o"te sewage treatments area as sotable. Prior to the start of any excavation or eoustructiom on any Lot, the Lot Owner shall have the boundaries of the on-site sewage treatment area, as approved by Architectural Review Committee, staked with five (5) foot meal fence pmts or flags. The Lot Owner shall install continuous colored tagging visibility idemtifying the boundaries of the on-81te swage treatment area to prevent vehicle and construction crossing and compaction. The Lot Owner shall maintain said flagging until completion of all construction and sit Improvements, at which time; mid fence poets and flagging shall be immediately removed. 1. MISCELLANEOUS AND GENERAL PRACTICES All Owners will be absolutely responsible for the conduct and behavior of their agents, representatives, builders, contractors and subcontractors while on the premises of Pbemot Ridge. The following practices are strictly prohibited. L Discharging any type of firearms within Pheasant Ridge, except by authorized Govermment agencies such as Police or military personal. The term `firearm"ns used in this Section includes bow and arrows, pistols, rifles, revolvers, paint ball gams, shotguns as well an all pellet gum, whether gas explosive or spring powered, 88 gam and all other devices or weapons which propel a projectile of any som ii. Using disposal method or units other them those approved by Architectural Review Commsittx. Ill. Use of, or transit over, any golf course area or common property area iv. Radius and other audio equipment playing music on construction sites at Pheasant Ridge are mot permitted This is to avoid impacting golfers as well homeowners enjoying, living at Pheasant Ridge. 10. RESTRICTED USE AND CALF COURSE EASEMENT AREAS Certain areas of Loa within Pheasant Ridge, which have common Lot Hoes with the golf coarse, are subject to restricted use. See the Exhibit C attached hereto and made a part hereof for a complete Pictorial preseetatiom end identification of all Golf Coarse Easements. 1 2 4 2 6 P 2 0 2 i. The only allowed physical we by lot owners will be the installation, use, Operation, inspection, amiateunce and replacement, if necessary, of an oo-site sewage treatment system. ii. Golf course casements have been provided over limited areas of certain Lots for the play of golf. Refer to Exhibit C for the "Declaration of Golf Course Covenants, Conditions and Easemeais" for complete easement rights granted to the golf course Owner. IS. PETS AND ANIMALS No birds, livestock, animals or insects shall be kept on any Lot other than dogs, cots and other common home pets. Such pets cannot be kept, bred or maintained for any commercial purpose nod cannot exceed two (2) dogs and one (1) cat without approval of the Architectural Review Committee. Dog kennels, rum or fenced-io areas are prohibited, except as shall have been specifically authorized in writing by the Architectural Review Committee prior to installation. Dogs mast remain on their Owner's Lot or Lots and cannot ran at large. Invisible fencing will have to be installed for any problem animal. Dogs kenneled outside may also be required to be bark collared if anise becomes a problem. Any animals not contained by their Owners or becoming a nuisance in the community may be removed from the Pheasant Ridge subdivision. 16. STORAGE TANKS No permanent storage tacks of any kind shall be erected, placed or permitted on any Lot without the review and approval of the Architectural Review Committee, and only subject to conditions of approval including screening. 17. TEMPORARY STRUCTURES No structure of a temporary character, trailer, basement, tent, shack, garage, or other building shall be used on say Lot ns a residence, either temporarily or permanently. Occasional short term backyard hating may be allowed subject to approval of the Architectural Review Committee. I& ANTENNAE Except with prior written approval of the Architectural Review Committee, no exterior television, radio, satellite, or microwave antenna of any sort shall be erected or maintained upon any Lot The Architectural Review Committee may choose to prohibit all such autenunq or to prohibit only, certain kinds and locations of antennae, and to change its regulations from time to thee, all In Its discretion. Small T.V. dishes are encouraged such as Direct T.V., and Dlsh- network. Without limiting the generality of the foregoing, it shall not be deemed arbitrary or an abuse of such discretion if the Committee were to: A. Permit existing antennae to continue to be maintained, while at the same time banning new note ruse of the some type of location, or B. Prohibit antennae to be places so as to be visible form the street side ors Lot, the golf course or other public areas, but permit the same satenuse if not so visible, or C. Place height or size restrictions on antennae. 19. PARKING AND STORAGE, OF VEHICLES AND EXTERIOR STORAGE Only three (3) licensed vehicles designed for travel ou public highways shall be kept or stored on any Lot, except If stored inside of an enclosed building. The parking and outside storage of commercial type vehicles such as school buses, recreational vehicles, track (excluding pickup trucks)6 and semi trailers, earth moving equipment, construction equipment, bents of any kind, motor homes, snowarubiics or camper trailers, cargo trailers and trailers of any other type, shall be prohibited on any Lot for any continuous period in excess of seveo (7) days. Permanent outside storage Y S ~ I Ir41 r'Illr \ •I!I I ~ _ \ 3ONaGIS3!i NOS'fo sF. i~ y 3 QS +i i;i ! t Iii l\~~ oa~~nrrc aarsrrvoa n- j~ k~ `✓.~'~i/ I Q °r ti Ll,. t,r.~7. ,I!flf!il~ M1 7 ~-3;in~Sr. L ~II, ~ III I' i r I IIII I I II ' '_II .~.'L'I. L. I: Ii 1 1 I, I ' I It I I - I~.I r-+ u I II I'I I y II III 9 I'I ' r I I I~ II ~I I __-J' JL _IiJ i I II II I II I li ~ ' 1 rl II I ~ III I I I II 11 ~ ~ L7 I :JL3 (IIII! I` II III I ~I III IIII ,III III i' f I I ~ I f l ~l.',IJ ~II tll I r rl.~l 'I .II II I ~I .III 1 ~ II ' f -'.'1 r I II r I I II ~I III lrI I lill I' II I ICI I'. 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CROIX Attaci'Icomplete site plan on pap r not less Than 8 112 x 11 inches in size. Plan must include. but not limdedto* vertical tand horizontal reference point IBM), direction and Parcel LD. OI - 1 99 - .35 - 010 percent slope, se:alitor.dlrlirhfairms, north avow, arid location and distance to nearest road. Please print all information. Review by Date/ Personahnfounutlo^ you moviAC maybe utwAtw s Wndarypwposaskramsacy Law,. 1504tt7(m)) Property Owner Property Location KOOHR & JODY OLSON Govt. Lot SE- 114 S\ ' 1;4 S 9 T 19 N R 17 E (or)❑W Property Owner's Mailing Address Lot# Block# Subd. Name CSPA# 925 Sussex Ct. 35 Pheasant Ridge 18, 4515 City State Zip Code Phone Number ity Village Town Nearest Road Nekoosa. WI 54457 ( I 102nd Avenue New Construction Used Residential I Number of bedrooms 4 Code derived design flow rate _ 600 GPD Replacement ❑ Public or commercial Describe: Parent material loess ON el sandy IOaOh lil l Flood Plain elevation it applicable pia It. General comments Mound System LO 11. sand rill 0.4c loading rate 12" min. plow depth and recommendations One boring conducted to check soil conditions. Additional boring required to move system area. Winter conditions: frozen material to 24" thawed for texture structure. Property Address: 1747 102nd Avenue Boring Boring # Q pit Ground surface elev- 96.11 - ft. Depth to limiting factor 36 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ff in. Mansell Cu. Sz. Cont. Color Gr Sz. Sh. 'Eff#l 'Etf#2 1 0-14 10YR12 I 2fa&shk nn'fr as 1%f-m 0,6 0.8 r- 2 14-27 1OYR3;6 sl II'sbk mvfr cs Ivf-f 0.4 0.7 3 27-36 7.51R34 sl If-msbk mvfr es Ivf-f 0.4 0.7 4 36-46 7.51'R34 A 0111 mfi 0.2 0.6 1lorizon I ha,.nineplatycondnioncdue to pluwed held. some vPcobs s shnn~m. E Boring # 11 Boring pit Ground surlace elev. t. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Cu. Sz Cont. Color Gr. Sz. Sh. 'Eff#1 •Ef#t2 Effluent #1 = BOD, > 30 < 220 mg'L and TSS >30 < 150 mgll ' Effluent #2 = 8013< 30 mglL and TSS < 30 mglL CST Name (Please Print) r.e CST Number Si MARY JO I{UPPERT llollistcrs Soil TcstinDcsirm ( cf' E, 224832 Address Date Fva rmhon Conducted Telephone Number W'95?i 690t1: Avenue, Kivcr halls. A4'I 54022 1) 02.2018 715-426-1775