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HomeMy WebLinkAbout026-1302-12-000 'Arsconsin Department, of Commerce PRIVATE SEWAGE SYSTEM g"o"'t' St. Croix Safety and Building Di,~ision INSPECTION REPORT Sanitary Perm I No: GENERAL INFORMATION ,ATTACH TO PERMIT) State Plan ID No 584745 Persc-ial infonnahnn you provide may be used'cr secondary i lPnva:;y Law, 5 15 C4 ,l)(ni 2701 645 7enrit I cider's Name i:ily Village Towirship Parcel Tax No Oevering Homes LLC TOWN OF RICHMOND 026-1302-12-000 CISI BM =1w Insp i Clev: EV De- ,ii SectionlTaamiRangslblal: No / oQ INS ( G jT' 07.30.18.1589 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAF.ACI-Y STATIGN RS HI FS ELEV Septic U Gu 3 J~~ Benchmark ` Q 164. Dosing ~Oe.b 5 All BL1 I Cd J CJ bf fQ f. .a,eterttott ; J Bldg. Sewer -5 1 C/ r- U Holding St'Ht Inlet, ~a.3 mss. 51* TANK SETBACK INFORMATION SUHt Outlet TANK I U PIL WE RI D!S tent to ' it Intake R AD Dt Inlet \ Septic Di t?ottom Dosing T-eg' A Jf 3C. u e Header!Mar. 3Z~ /02 Aeration Dist Wipe 3• z n Z • t~ Holding - Hot. System PUMPISIPHON INFORMATION Final Grade 2_7 /Q 3 Manufacturer Zo Demand St Cover odel Number RAJ 5z ~Z`~r r gal c~ TCI I Lift Friction os System He d TDH E - r ~'t _ "orrx-main I ength Dia Z Dist to Well Al p l SOIL ABSORPTION SYSTEM BEDITRENCH '.10 ath / gth e jren~ s PIT DIMENSIONS Nc Of Fit. Inside Dia Ligaid Depth DIMENSIONS 1Z Tr~i !1_ SETBACK SYSTEM TO PL RLD t VVELL LAKE;SI REAM LEACHING Manufacturer ` INFORMATION CHAMBER OR Tv f Sysfff,,,rrrm ^ I W UNIT Mode Number DISTRIBUTION SYSTEM lieader,rPanifol stributi❑n c r q r I x Hole oixe I 10-oleSpacirg I Ve~rgto..ir Intake 'pets! /1.~/ ___'P Length D a Length r 1 .2 Spac ng 3~i Z SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Caer TB~d',7rer-~, th ()ver xx Depth of xx SeecedSodded Mulhed Bed,7wnr:n ..Aor Z - 7 1 ` opsc 1 ~4- Yes No es P.o COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1 Inspection #2' Location: 954 165TH AVE I 1 / J 6SiJ '~S~ tj 6 k 11~~11 ~a~. C~a 1J~. n 1.) Alt BM Description = ✓~G~.~(tiloo (v G~~ Pti 2) B~dG sewer length - -7 II - I- - amount of cover = 1 v tom. 7-A [ tp O Plan revision Re uired? Yes No Use other side for additional information ji~~_ Si iR.3,97~ Date nsepcto Signat - Cert No l i ~i -NAAi- 0 amount}' f /r j p y"` ' t Safety and Buildings Divis' r i.8 201 W. Wasnington Ave., :1. 6o r Sanity-y Permit Niunber (to be filled in by Co.) p s MAY 0 g N 1; ii Madison; VVI 53707-71 CROix coutvn I as 1515 q7 S caMMUN ermit Application St&eTratssactionN.' o ly in a::c:rrdaor:e with SPS ;B3 ' Wis .Ad.-n. C'.o3c, suhr:issior of this fom: to the appropriaze gavcrnrnental unit i, required prior to obtawinv, a saniwr permit Note Application forms for start-owned POWT S are submitted to Prol ject Add.ess (tf different than. ruaiiiug address) tite D:partmerd of Safety and Professional Se: vies. Personal information you provide ma} be used -or secondan pumases in accordance with the Prim Law, s. 15-04,j)(m', Stars. 1. Application Information - Please Print All Informatia L Property Owner's Name l {Paz el k Property Owner'sM ailing A/Iddress - - - t! - Property Locarion X77, 5e. 1 l$~~ t~ C dress C GovtL.qJ, t ity, S art 7.rp t ode Phone Vtntther AA: 12- y: 'L, Section j J r L~ 1 L f .r Y (ta=lc " 1 Type of Building (check all that a y) ` ' Lot @ T N; F - or W 7 ~trdiv isio n game or 2 Favily Dwerl:ng - Numb= of Lie Su tr~ y ! I Qk ci►e ~o slate rpS~, ~f , J l/~?/ ✓ ~j Ptrblic!Commerc:al - Describe Use I r rase State Owned - Descri~tyUsc CSM Nrrnh-- or Q _ r Q III. Type of Permit: (Check only one box on line A. Complete line B if applicable) ew System ❑ Replacement System ~ TrzatmenttHolding Tank Replaceratm Only ~ Other Modification to Existing System (exp';ain', i - B. L Permit Renewal ❑ Permit Revision Change of Plumb,-- ? Permit Transfer to New Last Previous Permit Number and Date Iss;,ed Bcforc Expiration Owners / IV. Tt ofPOWTS Svstem/Cotn onenb'Device: Cbec all that a lv ✓ ❑ ?ran-P s u ccd b -Crround ❑ Pressurized In-Ground aac ❑ tvtouud >24 it,. of suitable soil ❑ Wand < 4 w.. ol'surtabie. soil Holdui, ; r, ilr ❑ Uther Di;persal C mipnnent (explain) ❑ 'retreatment Device (explain) V. Dis _rsaUTreat nt Area information:_ Des' Flcv, gpd) DesiP Soil Application Razc' dsA Dispersal Area Requir sfi Dispersal Area Pro (sf) I System Elevation VL Tank Info C.apacrry hi Total j n of I ititarrnfauum- p Ga lens _ Gallons Units u V _ V -New T:6s Fsi rng Tnnks'- l . v l3 .o m s Sepx a Holduag Tank - I :ruing Czar i- , 67 VII. Responsibility Statemen L the undersigned, a_ u e ecpon6bility for itntallation of the POWTS shown ou the attached plans. Plrnnb`s Name (Prints P Urn S' aturc W, ^,aRS Nun Business Phone N YlL-Mber's P.)dFess (Streat, C.in S e, Zip Code) jd~ (,4 V ountyMe rtment Use Only /7 If I/ proved t Pew/nit[re~e c is cd ssumg. : Si_ttlure - - even R- n. fa Denial 5 V-rj/ • - - - IX C oodtttonS' ~Q bt easons or D apprmaJ 3 -a J. W J ,.b ZAX t. Se, tark, e;, L_m e~ 'n, ALL, r , cell -ust all be s~iic,s !=n~ ntg re4 as per rnar.a gemen! plan ploiided by plumber. "w~- S IMa.~ tn+t~+t. 2 AY soo3licK regUvements must pe maim: ivied It • as W @P~ oodll / +'diif~rllAN. - Attach to wmpLele piam fur the stem and submit y~ the County on), an paper not less than 8 112 i It iockeb in him o*A ; sue, ro,, M+~~ SL'L~6?98;K 11i:'.) q 1 Cxtc-4-- W1 PLOT PLAN PROJECT Oeverina Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond W 54017 N'L' 1;'4 SE 1!4S 7 T 30 N/R Is W TOWN Richmond COUNTY S-r. CROIX 4/23/16 BEDROOM SYSTLM ELEVATION 102.0 DATE CON'VE,,NTIONAL IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK '000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 MOUND SEPTIC TANK SIZE HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 900 # of chambers none BENCIINIARK F.R.P. Top of survey iron ASSUME ELEN ATION 100' Filter Lifetime Filter ❑ BOREHOLE. 0 WELL *H.R.P. sameasbenchmarK MI piping shall be AS'1 M SDR 3034, within 1':)' of tank. piping shall be AS'I'l\9 F991 Property Line 1-Me I I is to meet aI I W D N R setbacks Gradi rig is to be done to divert run-off away Scale = 1/4" = 10" from system B-3 area 1 below system is to remain E-2 undisturbed Pro 3 Bedroom r% House slope 1 0 H uffc utt 102' Combo Tank 16, 5th Ave -1 101' 100' Tank is to be properly bedded and provided with I oc kdo•%,e n cove rs w i t h approved warni no labels i 295' Property Line r7=` DIVISION OF INDUSTRY SERVICES 2331 SAN LUIS PL STE 150 T' GREEN BAY M 54304-5211 Contact Through Relay S http lidsps wi.gev,lprogramslindas*-services = r. v,v-.v.wisccrsin.gcv Scott Walker, Governor Cave Ross, Secretary CON D AP! DEPT OF May 02, 2016 D PROFESSK CUST ID No. 26900 1 TT V: POiVT,S fnspec:or DIVISION OF IN SHAUN R BIRD ZON 1NG OFFICE n / BIRD PLUNIBING fNC ST CROLk COUNTY SP1A !i//lam 1-132 12)OTH ST 1101 CAR-M1CHAEL RD SEE CCR NEW RICH IOND V VI X4017-6409 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL. EXPIRES: 05102,2018 IcentificationNumbers Transaction ID .No. .1701645 SITE: Site ID No. 823591 Oeve-ing Homes Please refer to both idcnti icat,,on numbers. 954 165TH rive above. i-i all cer-esponcence %vith the agerc•;. 1'0wn of Riclunond St Croix County NAVif4, SE1A, S7, T3ON, R18VV FOR: Description: At-Crrade (new con trio-i n: Object Type: POW-TS Component Manu:d P •,L:latc,' (1hr- ;t ID \o- I cq 1 Nf3intenarce required; 450 GPD Plow rate; 42 in Soil minimum depth to limitrr~_ t;:~t r i_:r . _r.:~:r: ti•.;r~~~~~t-grade Component "fanuai, Version 2.0, SBD-1085- Ver. 2.0, SBD-107116-P (N.01%01, R. 10/12); Effluent : i The submittal described above has been review.-d for confor- and Wisconsin Statutes. The Submittal has been CONTIITJOy,.yLL`r .1 Yi:G1 LD. i his :C AC;n is :o be cons:- and located in accordance with the enclosed approved plans and with am component rnanual("s) referenced abc.•. he owner, as defined in chapter 101.010 0). Wisconsin Statutes, is responsible for compliance with all code requirements. N:) person may engage vi or work at phImbing in the state unless licensed to do so by the Department per s.145.06, ,tats. The fotlowia conditions shall be met during construction or installation and prior to occupancy or use: • 1'reserve dispersal area prior and during corstruction to avoid distttrbance, compaction and use ofthe site. • With new construction; it is recommended not to activate the rumn in the dose tank until the tanks are numped prior to homecwrer occupancy. • \Vastewater generated from contractors cleanir, of equipment and tools andor left over construction raducts shad rot be discharged into the drains discharging to the private onsite wastewater reatrlent s\ s'eni ( POW ! S). % aste a:nerat: shall be properly disposed of or-site .~r off site. • Any tall grasses, leaves and shrubs shall be cut sh,)rt an,' rcmoted nriOr to rililm- the su face for in ta:iatiorn to prevent ridging under the dispersal ar eu. • Prior to construction of the dispersal area check the moisture content ftl v oil to a of S i-rches. Smearin-- and conipac:'mi of wet soil •k-:*J resLlt in reducing the infiltration capacit< of the soil Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a 1i4- inch wire, the sit: is too wet tp p-epa-e. If it cr.rrr.bf_es. s-.te preparation can procz-ea. If the site is too wet to p-epare. do not p--weed unl. i it dr:es 51 ~,.2 ? ;r• Divert surface vNater fr,.im POV%J.-^,roa • All piping shall conform to SPS Table 384.34-3 and SPS Table = ti4 • Insulate building sewer beyond 30 feet per SPS 382.30 (l VY C) • Tank Installation to follow all manufacture's : ecom nendaticw. • Verify property line(s) prior to insta;lation. • Final elevations of aump oft'and insert of distribution pipe: need to b:: verified for proper pump siz,n?_ Areas that are occupied i-'l rock fra_rients, Tree loots, sturn"'s and boulders re.'iUce the a-iwunt 0' SC11 aya:;zble _cr proper °eaur;ent, If no ,idler site is ava:fable, trees in the basal area ofthe mound must I% cut off at eround level. A larger fill area is necessary ~N ien arv of the above conditions are encountered, to provide urcc:. ONi ner Responsibilities • The correct oti~ ner, and each s',jbsequen' owner. shall recek- a copy of this .etter lncl'u:i ig Lns-ruct;on~ to proper use and maintenance of the system. OwT.crs shall receive a copy- of the appropriate operati mai-ttenance manual and'or ou:rer's tr_anual for the Pf WTS described in this zpprovai SPS 383.54; 1 • In the event this soil absorption system or any of its ccmporcnt parts malfunctions so as to crear., - hazard, the propexr, owner must follow the contingency plan as described in the approved plar.:;. A copy of the approved plans, specifications and This letter wall be on-site during construction and c, - inspection by authorized re_oresentativcs of the Department, which may include local insp~: t: - l' = -equired by the state or the local municipality shall be obtained prior to co-nmencentent c D nstructionlinstallation,'operaticn. In -rantinia this approval tae Division of Industry Services reserves the right to require chau_en c, conditions arise making :hem necessary for code compliance. As per state stats 101.12(2), nothing in :his reyie stall relieve the designer of the responsibility for desi~pnin- a safe building. strucMre, or component. Incuiries concerning this con-espondence may be trade to :ne at the telephone number listed below, or at the address on this letterhead. he above left addressee shall provide a copy of this letter and the POWTS -n uraLcrn :nt plan :c tae o:~, ter and 4n~ oiners who are responsible for the L stallation. operation or maintenance of the POWTS. Sincerely. Fee Required S -00 - T .his Amount 'rVill Be Invoiced. When You Receive That Invoice. 1 i r_ Vander Leest Please Include a Copy With Your Private S::w•age Plan ILeviewer , Divisic:n of Industry Services Payment Submittal. (920}493-2314 , Nic)nday - Friday 6 am To 3:30 pm WiSMARl' code: 7633 tvanderleest'u uisconsin.~ov cc. Ed-,vin A Taylor, ~Vas`evcat;r Specialist, t 71 6,--".l S4 . htonZav - :riday 5:00 am To 4:30 pm Note: Effective January 1, 2012, al: codes under tie jurisd'.ction of the Division of Industry Services (formerly Safety & Buildings) will be modi=ucd. Code references with prefixes starting with "Comm" have been replaced ~sith "SPS" to recognize the relocation of the Division of Industry Services Goan the former Departmcnt of Cetr_merce to the Department otSafety & Professional Services. Additionally, all IS (formerly S&-B) codes have been renumbered and addressed in a "340" series. For funure %fererce. the W;scon3m C'otn_`nercial Buildir.J Code will be addressed by SPS Chart;:rs 360-366. 5'.l~ r,~T Pa e • Divert surface tiF ater mom :'O 'TS . ea. • All piping shalt conform to SPS Table 384.33'i--') ar.d SPS Ta1-ie • Insulate building sewer beyond 30 feet per SPS S_.30 (11 )(1c) • Tani: Installation to follow al: ruanufacrire's r econ=endatio-ls. • Verify property line(s) prior to ins:allation. • Final elevations of primp off aid :aver: of distribution -ipe: need to be verified for proper pump sizing • Areas that are occupied '.N ith rock trayrrentS, tree roo:s, st-imps and boulders renace t -e amowit Q. >_'--1-1 ilable for proper a eu`r,en:. If nn .!flier site is ava'labie, tre_s i`, the basal area of -h: --nound must b_ al - C1i m un love:. A larger Fill area is recessar~, w'aer: and Ot the aL-oVe CCnCial l5 ZL`C er1,.01:T1t', red, :C p"ov:u :icient infiln ative area. Ovmer Responsibilities • The cw. ent owmer, and each s-.1`JSegL,;nt owner, shall receive a copy o`t_`t:s le ter inch:din_. irst-uetrons relating -o proper use and maintenance of the system. OwTers shal: receive a cor y of the approp-iat:; operation and _;.ainten3ncc manual and'or ow-%,-'s manual for the POs T S descr::bed iz this a-pnoval SPS - 83.54(1). • In the even: *,11s so:] a: son-tl0n system or any of its component pars malfm:tioas sir as to create 2 hearth 1 zard, the grope ty o A-%r must follow the contingency p:an as described in t:re approved p:ans. copy of the app-o-,'ed plans. specifications and this letter shall be on-sire d rL ng const; lction and op_r- to i_-ispection by authorized represertat~ves of the Dc7artinent, -W~ Iich may include local inspectors. All perrrits rcosired by :he state or :he local m-.inic:pality shall be obtained prior to commencement of c:mstniction-'irsta~ati on:'cperation. In =amine this approval the Division of tndusL-c Senices reserves the right tc regaire changes or additions cond:tions se making them necessary for code compliance. As per state scats 101.121,21, nothing in this re` s-.all relieve t .-e desig iLr of the responsibi'_:ty for designing a safe building. stracture, or component. --1qui7ies concerning this correspondence may be trade to me at the te:ephone number listed belo'w', or at the on this letterhead. i .le above left addressee shall prop ide a co-oy of this let-.er and tae PO TS management plan -o fie c,,NT.er and a~ . ethers wvho are respons:bie for the ins.alla:icn, ope-'ation or maintenance of the PUVVTS. Fee Required S ?"~-00 S s1 :ereh:_ This Amount will Be Invoiced. When You Receive That lm,oice, Tir: Vande. L.eest Please Includ,' a Copy W hh Your Private Sew'a^_e Piar. Reviexer : Divisicn of Indas-a-v Sen!ices ; Payment Submittal. (y20; S2_:14 , Monda} - Friday G am To 3:3, 0 pm 'WiSNLA3RT code. '+633 nanderieest'it~wisconsn.o~' - cc: Edw-.n A T ur, `Xas-ewater Specialist, (715' 6-3-4-3484 , Monday - Friday 8:00 am To =30 pm Note: Effective January 1, 2012, al' codes under the 1u-isdic:ior: of the Division of InduSm Services ;formerly Safety K Bui;dinss)w'il. be mod'ted. Code refercn::cs write prefixes starting w'i-h "Comm" have been replaced with "SPS" to reco`riize the relocatier. of the Division of Indust*' Services from the forme- Department of Cor-=erce to i1e Depa-t neat o- Safety & Professional Services. Addi:ienalh, al: IS (fo mer'y ScN,3) codes have been renumbered and addressed a "=1, series. For future reference, the 'Wisconsin Commercial Buildirg Code will be addressed 'r\ SPS Chapters ;h 35h, Cover Page 'TIONALLY ROVED SAFETY AND NAL SERVICES Shaun Bird JUSTRY SERVICES Bird Plumbing Inc. / I 1432 120th St. r.~~- Lam,! New Richmond Wi 54017 715-246-4516 Date: 4/22/16 Owner:Oevering Homes Location:NW 1/4 SE 1/4 S7 T30 N,R18W 954 165th Ave Richmond Manuals Used: At-Grade Component Manual version 2.0 SBD 10854 (N. 03/07) Pressure Distribution Manual version 2.0 SBD 1070E -P(N. 01 /01 R. 1 W12) Page# 1. Cover Pact 2. At-Grade Pot 3. At-Grade Cross Section 4. Pipe Cross Section/Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7-8. Maintance and Cn 9. Filter Specifications Attachments: Soil Tes Shaun Bird Signature _ License number 225_ ~3Y SERV,1r' - Page 1 of 9 PLOT PLAN PROJECT Oeverina Homes ADDRESS 1433 CernohOllS Ave Suite A New Richmond Wi 54017 NW 1 /4 SE 114s 7 /T 30 N/R 18 W TOWN Richmond COUNTk' ST. CROIX SI'STEM ELEVATION 102.0' 4/23116 3 DATE BEDROOM CONVENTIONAI, IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 IIOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 900 # of chambers none BENCHMARK V.R.P. Top of survey iron ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL *11.R.P. sameasbenchmark All piping shall be AS'I'NI SDR 30,134. within 10' of tank, piping shall be ASTM F891 Property Line V-~eII is to meet a I I W D N R setbacks Grading is to be done to divert run-off away Scale = 1/4" = 1W from system B. 1* B-3 Area 15' belo-v system is to remai in B-2 ❑ undisturbed Pro 3 Bedroom 7% Ho use ;lope 103' Huffcutt B - 1 101' 102' Gornbo Tank 1 65th Ave 100' Tank is to be properly bedded and provided with lockdown carers with approved warning labels 295' Property Line At-grade System Sloping Site Cross Section and Plan View , F. Dimension Feet I .•.•..:;..L..-,C7,~,ti.•,..,.L..,..,.L••.:•..L-•..,•.:..,,L,L,.,,L•L.:..,..,..,.•.ti.•,.•,. •,.••.L.:.:.L.•.. 1 A r"r'J':~r':ti LJtiJtir r::ti:'J' ;r;. •r r r r•: : : -1•r ;ter r r•r•r ti J : 1. r.:%:•~ :%r•~•~•J%: ~_-1,'.~'~5..•:' I f:r t'f=r :tif:f r..f~:fti: :;:ti. ti ti.:.:.•. L:.•.; 1%6 B C .tiff L. •L•ti L:ti:ti.:••. ,ti_~j.,=f%f• :•r' ;ti:ti' r"~•r'l'l" r'!'r'' ..r.r.r.': ~ W A I :1. :ti: :ti: .1:1. ::r:~L•Lr: .'f: :f':: .'r. j..L.:••.:.•:••,rti .L 1 ' f. % ti.~•rLfLt•::: L:•,: :ti. :ti. f~l::: f~ I D 2.0 i ;ti;:•:. ti:~ti:ti::ti.ti'ti.ti: 'ti' :'ti E 5.0 ;f:., f fLf~r rtif~ftij1:~~..•r~ : fti: ..ti:~j~f: J:l~r.. j; f:5: L L : L ~:.:ti'ti:ti= ti° :ti:: L {L..::i' I F Q.ti J .•'"•'J r r%r : r r%: r r r•: •.'•r : :•r•:•l •r%: :.~ti~ti:~. L'L'~'1'~'L'L'}'~'L'•'"''"''•'~•''L'L'L'•''L'L'L'L'L' G 1.0I ti:~Jti~ti ~.L.L:1.:4:• .L: .L.• . .L••,.:.::5..:.•.••.. L:" L.:• L•5.••.•:•L•L:'L• ~I, l Js~.. 11 ~ - L lw - c L B 1 _ L _ I % slope - 1 = Plowed Clean aggregate ~ - 4 in. sch. 40 pvc I I basal area to ? ""`2' in. dia. _ j observation pipe. Lateral with 2' Topsoil Cap aggregate over pipe / Observation Pipe (=Teotestile With Cat) fabric = /((Y , Ft Lateral Invert Topsoil Cap t A ] -A Ft C.UI1tolIl' t. ~ .•..L.•..•-' '77- Q .4 IF - D ph_)~%Cd Stilt Slope Direction GENERAL INSTALLATION: The at-grade area is staked out along the design contour. Existing vegetation is mowed and raked off the site. The basal area i1. x W~ is staked out and plowed with a moldboard or chisel plow. Plowing may not proceed if the soil is wet enough at the plow depth to form a'/4 inch soil wire when a sample is rolled between the palms of the hands. The A x B area is covered by clean aggregate deposited overhead by a backhoe. Special care must be used when placing the aggregate to rr itemize compaction of the plowed surface. After the topsoil cap is placed, the entire at-grade is seeded and mulched to promote vegetative growth, limit erosion and protect from freezing. The obsen-ation pipes are perforated in the lower 6 inches and secured in place. 03/05 1 ~ &1 Page of Pressure Lateral Layout One Lateral - End Manifold Threaded Cleanout Lateral Turn-up PlUR Force Main X r ~ L Lang Sweep 90 Bend Y J w Pressure System Construction Distribution Network S ecifications Lateral Diameter Z In. Laterals are constructed of Schedule 40 PVC. Orifice Diameter --5' -Z in. pipe. Orifices are drilled perpendicular to X (Orifice Spacing) Z in. the pipe with a sharp drill bit and face down. L (Lateral Length) - _Ft. Lateral turn-ups terminate with a threaded Force Main Diareter Z In. cleanout plug and are enclosed in a 6-8 inch Force Main Length Ft. diameter lawn sprinkler valve box accessible from finished grade. Grade 6-8 Inch Lawn Sprinkler Valve Box r 03/05 191 Page of Septic-Dose Tank Cross Section And Pump Performance Specifications Tank Manufacturei47~ _ - Pump Manufacturer, 1 Tank Eylodel Pump Model Number LTotal Tank Cat C - - Alarm Manufacturer ` ' ~-1 Max. Bury Depth C,- J Alarm Model Number L) ✓ - - Switch Type Filter mi iiuf -ciurer Total Dynamic Head (TDH) _ Feet i Filter Model Number Elevation Head Distal Pressure _ Network Loss 'Minimum Pump performance Required Force Main Loss l - J GPM: @ Ft TDH 1 Total Outlet {Manhole Min. 4" Above Grade With ' /mar !rocking Device. Inlet Manhole C> Cp !Manhole Min. 4" Above Grade < 6" Below Urade Sealed Watertight Securely Mounted With Locking Device Weather-proof Junction Box • Finished Grade - - - - *t I! Vent Min. 12" Disconnect Above Grade Means With Vent Cap Outlet Filter et Inlet Baffle - - - - J till X riwitch Sett. ngs and Reserve Capacity A V4" Tank Volume GPI - Weep Dimension Inches Volume Gal. $ Hole (reserve) A , (alarm} B: 2 70' - Ofyf Elevation C (dose) C 5- Ft..~ ' (aid) D Bottom l D Elevation Total V -Z 7 xx; GENERAL INSTALLATION: The septic/dose tank is bedded and back filled in accordance with the manufacturer's product approval specifications. Maximum depth of bury as specified by the manufacturer may not be exceeded without prior approval. manhole covers exposed to grade have an effective locking device (padlock) installed. Piping at the inlet and outlet is of approved material, connected to the tank with watertight filtings, and laid on stable soil to prevent settling or sagging. The force main is sleeved with 4" Sch. 40 PVC to bridge the tank excavation axid the sleeve is sealed watertight. Electrical service complies with NEC 300 and Comm 16.23. 02/05 U Page of "i"d! LYNAWC Ht Dl~A?rCITY r P`=R VNUTE D ' ,^tJr"iTY 1,I vL LUEN- 4%C' DEWATERIN0 , 152/1'j-" '~4UCC'_- I - ~ 17~ l c MODEL ;52 w 5G gee: I deters mac. Lt rs I o. i i 11 i 59 231 i 29, tJ I 3~ 61 23, 7 I-~ 4 15- + i5 4.b 33 I 2;;1 61 I 23t T- 6 4- -f 67 52 i_6 ~ J4 12'g 42 s t i 3 z 8 I. ~0 I 9.? l t3 E' 124 42 65 20- 4- 12 L i I t 42 4~ Joi.. ~ 3? 0 r L { i 1 Err, i 44 a i I , 1 40 EC GALL,--,NS T _ITERS 80 160 24" J2C _ DER Nl^.t.TF CONSULT FACTORY FOR SPECIAL APPLICATIONS ,a`_f ` • Timed dosing panels avaJable. Electrical alternators, for duplex systems, are available and supplied with an alarm. (arable level control switches are availab e for ccntml'ing single phase syster s. • Double piggyback variable'evel neat switches are available for variable level long and shor, cycle controls. _II Sealed Qwi?-Box available for outdoor ins-allabumi. See cK41420. f i • Cver 12C'f-. (54°C.) special quotation required 1521153 Series n I' I T'-' i~ ',521153 MODELS Control Selection II;~ j' Model Volts-Ph I Node Amps Sim lex N152 1t5 Ncr 8.5 are 3N152 115 Auto Ha InuWed 2x3 1 1 J L s:za. E152 230 1 140A 43 _ 2 3 BE•52 230 Auto 43 !ny^Iued i~ -2or3 - N153 ' ,5 t Non t0.5 tJ 2or 3 ©Nt53~-I 5 Autc 10.5 Incluxe 2or3 SELECTION GUIDE E153 23C 1 Non 5.3 t 2a 3 1 Sin41•' piggybacf: varable level float swit:h w Jouble piggyback variaale level float c153 23C .--1 I Auto 53 Includixl 2cr3 Lt E_11,3 :witch. Refer 17 F 104 T.7, A OAU110N 2. See FN10r 12 for correct model of E actical Aherrator E-Pak All installation of controls, protection devices and wiring should be done by a qualified 3. 3dabie level Control svritCt 'C'-0225'.sed 3s a ccntrol a ;Ovular, specy dupex 6' licensed electrician. All electrical and safety codes should be followed including the most cr i41 flCa; sYSte recent Hatior.al Electric Code (NECI and the Gceupationa Safety and Health Act IOSH.AJ. RESERVE POWERED DESIGN For cnusual ccndit:ons a reserve safety fatter is engineered into the design cf every -celier pump. - - - - NAIL TO: P- I aVlsv#s, ,a'. = - KY 4020-CJ+' ,Unn4iacia ersW.. Zo / uTt~' `f.r Ship 7,^, 364c ane P,ur5c ~ uS.•'gc KY dfi21 i-i'.t" ~[~y/TY rL~R° J/HCF i~i~~ • s ' ~ It'L//fi1~ f19, ;sa~I n~zr31.1;goo; 923-P~ti~. http:1Avww.zoeiler.com cAXi502; I;4-3624 © Copy'ig'nt 2000 Zoeller Co. A] rights reserved. r POWTS OWNER'S MANUAL $ MANAGEMENT PLAN Page of FILE INFORMATION SYSTEM SPECIFICATIONS Owner Septic Tank Capacity al ❑ NA Permit # I Septic Tank Manufacturer - ❑ NA .)ESIGN PARAMETERS Effluent Filter Manufacturer ❑ NA Number of Bedrooms _ ❑ NA Effluent Filter Model ❑ NA Number of Public Facility Units NA Pump Tank Capacity al ❑ NA Estimated flow (average) = c_TJ gal/day- Pump Tank Manufacturer NA Design flow (peak), (Estimated x 1.5) gaUda Pump Manufacturer ❑ NA Soil Application Rate J al/da lft2 Pump Model _0 NA Ile Standard Influent/Effluent Quality Monthly average" Pretreatment Unit A Fats, Oil & Grease (FOG) 5'30 mg/L ❑ Sand/Gravel Filter 0 Peat Filter Biochemical Oxygen Demand (BOD=) :~220 mg/L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) !5150 mg/L ❑ Disinfection ❑ Other. Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BODs) 530 mg/L a In-Ground (gravity) ❑ In-Ground (pressurized) Total Suspended Solids (TSS) <30 mg/L NA t- Grade ❑ Mound Fecal Coliform (geometric mean) ; 5104 cfu/100ml ❑ Drip-Line ❑ Other: Maximum Effluent Particle Size ;y in dia. ❑ NA Other NA Other: Other: NA NA 'Values typical for domestic wastewater and septic tank effluent. Other. N A NIAINTENANCE SCHEDULE Service Event Service Frequency inspect condition of tank(s) At least once every: 11 ye nth(s) (Maximum 3 years) ❑ NA Pump out contents of tank(s) When combined sludge and scum equals one-third of tank volume ❑ NA !Inspect dispersal cell(s) At least once every' ❑ month(s) /13 year(s) (Maximum 3 years) :1 NA Clean effluent filter At least once every: month(s) ❑ NA jyear(s) - Inspect pump, pump controls & alarm At least once every: 5 ❑ onth(s) ❑ NA _ ~ -year(s) f71ush laterals and pressure test At least once every: j ronth(s) ❑ NA Year(s) ether. At least once eve month(s) ry' :3 ❑ year(s) ❑ NA ether. , ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following I.censes or certifications: Master 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 missing or broken hardware, identify any cracks or leaks. measure the volume of combined sludge and scum and to check for any back uo or ponding of effluent on the ground surface. The dispersal cell(s) shall be ,visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. the ponding of effluent on the ground surface may indicate a `,ailing condition and requires the immediate notification of the local egulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third or more of the tank volume, the entire contents of 1'11he tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. lafl other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, find any servicing at intervals of <12 months, shall be performed by a certified POWTS Maintainer. i~ service report sha'I be provided to the local regulatory authority within 10 nays of completion of any service event. fi_~ Page of START UP AND OPERATION For new construction, prior to use of the PO%ArTS check treatment tank(s) for the presence of painting products or other chemicals tNit 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 occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normai highwater 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 effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to thie 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 disturb or compact, the area within 15 feet down slope of any mound or at-grade soi! absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the fife of the POWT3: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit ano vegetable peelings; gasoline; grease: herbicides; meat scraps, medicat'ons; oil; painting products; pesticides; sanitary napkins: tampons; and water softener brire. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taker to insure that the system is prope1y and safety abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: Ail piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • he contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. s !'I • After pumping, all tanks and pits shall e excavates anrf e-neved or tneir covers -4~n,oved and the void spare Flied v,riti- gravel or another inert solid material CONTINGENCY PLAN If the POWTS fails and cannot be repairer tn~ o~luwi -g measures have peen, ei I-.:~~ replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by requitied setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rulef; in effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technologw a holding tank may be installed as a last resort to replace the failed POWTS. -4_ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluallion 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 soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconst,uctions of such systems must comply with the rules in effect 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 01= A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name blame <<r~- ` Phone / ) Phone SEPTAGE SERVICING OPERATOR PUMPER LOCAL REGULATORY AUTHORITY Name Name 4 Phone Phone This document was drafted in compliance with chapter SPS 383.22(2)(b)(1)(d)&(f) and 383.54(1), (2) & (3), Wisconsin Administrative Code. q 4 e t _ P 1~'.i t'1I h ~ r! 1 v ~ P 0 i o i IF t a 0 TO • n D af~~,F15, Ott w i •si% i i n Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance wdh Comm 85, Wis- Adrn_ code County S f• 1"O / ~ Attach complete site plan on paper not less than 8 1 x 1 i~st include, but not limited to vertical and horizontal ref ence ( i nd Parcel LD., percent slope, scale or dimensions, north arrow, ancllocation and distance to nearest r d. = L' i Please print all inforirnation. , u Revi d by Date DS personal in/prYllsoon you provide may lx used for sec or+Aalry purposes (Pnvary Law, s 15 !M (1){ Qj 12-11r Propejrt~y Owner/ N"erty L Lon I~ 0~ NG OF 11;4~~ 1%4 T 3V N R E( W Props r 's Mailing Address Lot # Block # -am SuW N, or GSfvtlf m o: 13O x J L i S1 City State Zip Cnde Phone Number ❑ City ❑ Village j'lown Nearest Road ONew Construction U esidential / Number of bedrooms Code derived design flow rate GPO ❑ Replacement ❑ Public ar commerdal - Describe: _ - - Parent material Fl;xA Plain elevatxxi if applicable 40-114'z_ _ ft- General cornrnents and recommendabons: -5 ye- 102- . 0 J S Y S ~e f P Boring # El Boring f9p Pit Ground surface elev. _ ft. Depth to limiting factor in. _ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz- Cont. Color Gr. Sz. Sh. 'Eff#1 'Eft#2 if -r- L-2.7 si. i I Boring # ❑ Boring Pit Ground surface elev. , ft- Depth to limiting factor in. Snit Application Race Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD.rff in. Munsell Qu. Sz Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 2- Y 7 C' "4 e- VA, 51 I • Effluent #1 = BOD > 30 i 220 mq'L and TSS >30 i 150 ntgP ' Effluent #2 = BOD < 30 mVL and TSS < 30 mgll CST Name (Please Print) Sig a CST Number Bird Plumbing, Inc. Shaun Bird 226900 Add[cs 7a~~ tvuuaL_n Con~ucted Telephc~e fvu nher I 1008 192nd Ave, New Richmond, WI 54017 715 246-4516 Property owner Parcel ID # - Page of 7 Boiing ❑ onng n 4 # it Ground surface eley/D~ ft. Depth to limiting factor in. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlff in. Munsell Qu- SZ. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Z, cL V& ~7L F]Boring # ❑"ng ❑ Pit Ground surface elev- ft. Depth to limiting factor Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Etl#1 'Effii2 a Boring # ❑ Boring Pit Ground surface elev. fl. Depth to limiting factor _ in. Soil Application Rate ❑ Horizon Depth Dominant Color Redox Description. Texture Stricture Consistence Boundary Roots GPDifP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD; > 30 c 220 mgtL and TSS >30 1150 mglL ' Effluent #2 = BOD, < 30 ffwA and TSS < 30 mglL The 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 department at 608-266-3151 or TTY 608-264-8?77. sea4330rrt.ew> •r Soil Test Plot Plari-' Project Name P.C. Collova Bldrs. Inc. Sh ird 'I Address P.O. Box 489 ✓ Somerset Wi 54025 M #226900 Lot 12 Subdivision 95th St. Site Date 8/18/05 N W 1/4 SE 1/4S7 T30 N/R18 W Township Richmond Boring Q Well PL Property Line County ST. CROIX Blot or VRP Assume Elevation 100 ft. Top of Survey Iron System Elevation 102.0' *HRpSame as Benchmark Alternate Benchmark Top of 1/2" pipe Ca- 100.3' 244' Property Line Scale is 1" = 40' unless otherwise noted 83' Property Lin B- 0' 55' B-3 7% Slope 90' 5' 1 102' 101' 100' 295' Property Line