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004-1047-30-000
Pam Quinn From: Pam Quinn Sent: Wednesday, October 29, 2003 11:42 AM To: Jane Hansen Subject: RE: septic follow up 1 called and left amessage - I checked this one out last March and am pretty certain that they have under 100' of sewer line based on notes at final inspection and followup. They had a freeze up occur, but they hadn't covered the sewer line as originally planned back in November. Jack Bowman got her riled up by telling her there was more than 100 feet of pipe, but that can be measured from the interior cleanout and Rogers plumbing can handle necessary repairs if they goofed up.:-) -----Original Message----- From: Jane Hansen Sent: Wednesday, October 29, 2003 8:36 AM To: Pam Quinn Subject: septic fellow up Audrey Alwell called regarding a site installed last November -the pipe was over 100' and there was no clean out. Permit 420503. I am sending her the as-built stuff, but she would like a call back on the clean out thing. Her number is 772-4517. Thanks. St. Croix County Zoning Detail Sanitary Information Wednesday, October 29, 2003 at 11:34:36 AM Page 1 ojl Computer #: 004-1047-30-000 Sub/Pict: NA Section: 20 Parcel #: 20.28.15.322 Lot: TN/RNG: T28N R15W Municipality: Cady Township CSM: 1/41/4: SE 1/4 SE 1/4 Owner: Herold, Jim 2894 20th Avenue Spring Valley, WI 54767 ~~ o'L - ys/ State Permit: 420503 Issued: 10/22/2002 POWTS Dispersal: Mound 24" or more suitable soi Permit: New County Permit: 0 Installed: 11/11/2002 POWTS Detail: Bed Bedrooms: 3 WI Fund: POWTS Pretreatment: Unknown Notes Inspector As Built Plumber Other Requirements Pam Quinn NA Rogers, Mike Actual length of sewer pipe between house Signed Off: Yes foundation and tank. If 100' or more, a cleanout should be added to facilitate inspection and maintenance. Additional Notes Monev Owed 314/03 -checked as-built conditions after report $0.00 ~i't7rtrJa"ck Bowman that he had to go thaw out the building sewer to the tank. Stockpiled soil from house excavation and septic installation hadn't been graded/landscaped over pipes, so could be a problem solved once the grading and stabilization is done this spring. Paced off the B.S. length at final inspection and estimated 80+/- ft., but the final connections weren't finished before I left. Still appears to be less than 100' ,but Jack complained that there should have been a cleanout installed due to distance between foundation and tank. Maintenance Scheduled Pump Date Pumped 1st Notification 2nd Notification 3rd Not cation 11/11/2005 Wisconsin Department of Commerce Safety and Building Division PRIVATE SEWAGE SYSTEM ~~ INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. hermit Holder's Name: City Village X Township Herold, Jim Cad Townshi SST BM Elev: Insp. BM Elev: BM Description: TANK INFORMATION ELE AT ON DATA county: St. Croix Sanitary Permit No: 420503 0 State Plan ID No: ~9 l s~ Parcel Tax No: 004-1047-30-000 TYPE MANUFACTURER CAPACITY Septic `D~v Dosin ~o D U Aeration ~ ~~~ ---- Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ~ ~ ~ [ i~ ~~ ~~/ C Dosing ~ 9' ~ Aeration Holding _..~---- PUMP/SIPHON INFORMATION Manufacturer ~~ Demand GPM Model Number ~~ ~~ al~pL TDH Lif ~~ Friction Loss System Head '~~ TD ~Ft (, r'O Forcemain Len~ tt~ / Dia. n ~ ( Dist. to~ / SOIL ABSORPTION SYSTEM ~ STATION BS HI FS ELEV. Benchmark~m ~~ ~ 22 f 2 ~ j~ ~ Alt. BM 81'h ~7/ . ~ l'lc~ • 2 Bldg. Sewer SUHt Inlet a-o ~ ~Z SUHt Outlet ~ Dt Inlet ~ Dt Bottom Header/Man Dist. Pipe L ,'~-' , o Bot. System Ta Final Grade p St Cover q~.s~ (y~'' n BEDITRENCH DIMENSIONS Width ~ ~ Length, ~ / No. Of~ renches 'n2.(I_~4/ PIT DIME No. Of Pits Inside Dia. Liquid Depth SETBACK SYSTEM TO P/L S BLDG WELL LAKE/STREAM L CHIN Manufacturer: INFORMATION ~ CHA OR Typ f stem: ~~.,, _^ ,~ ~ Ify1 ~~ ~ ~ i I Model Number: DISTRIBUTION SYSTEM S t`,.~ 1. { a ,.. „ ~ •• /.~.Gr~.2~J, l'~ntQ/1.Q- Header/Mani da ~/ , Length Dia /t ~ Distribution Pipe(s) Length ~ ~ ~ ~ ~ t ' Dia Spacing ~ x Hole iZe ~/ `~'7~ x Hole Spaci ~g Ve Air Inta +3 ~' SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over ~ Depth Over xx Depth of xx Seeded/Sodded Bed/Trench Center ~ . BedlTrench Edges Topsoil ~ F'~; Yes ,~ No -~~ ~ ;Yes ~~, No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1~~~~ / / / ~~ Inspection #2: ! ~ / ~ 7~/02~ Location: 2894 20th Avenue Spring Valley, WI 54767 (SE 1/4 SE 1/4 20 T28N R15W) N/~CL'ot~~ ~~ Parcel No: 20.28.15.322~~ 1_) Alt BM Description =~C,o f~~ ~'I'~~/1/" "( ~-" ~1NVUit~P.l ,~-m ~ ~08'~~,nv ~ - yt,Q~a/Q~ev. 2.) Bldg sewer length = Q~~ ~ /~D/ tyS~1Gr~ I.w.GQ hod q ~• Z z/~ LP~,,S/~i%l G-c.K~2~it•.. SDYy~ ~S~SaK~- - amount of cover = D /`Z!'Lt.O~- ~~ ,Q.Q,~,t?~i.- ~ ~ / ~`?r'i~- - ~+,/-~~ 0~ Plan revision Required? 'Yes ,?~' No - ~/, ~ l - - ---- --' /_ - Use other side for additional information. II_ ~- ~ ;j QO-_I: ~ __--- --------- G'u'?!j~±'• -- ---~ (~Y ~~ ! ~_`_' SBD-6710 (R.3/97) Date ~ Insepctor's ignature Cert. ~Q-k •. 3/Y/o 3 '3ouma~... alu v~. b, ~,v,~- axt- -~ ~.u1 .~y-z¢~. ~ -, ,G.cc,~ti4J g f ~~Gt-o~~ ~.~ -I'~~ u~~ ~ t DD ` ~~P~P•~ +~v/ ~'+-o ~~~ ~ v ~~ xx Mulche a. Safety and Buildings Division County , ,~ 201 W. Washington Ave., P.O. Box 7162 I r7CV~SIII Madison, WI 53707 - 7162 ' Site Address /,~ ~ ~ 70 ~ De artment of Commerce OZ2~ O-jv ~ 3~ cl~L~`-~ 9 0 Sanitary Permit Application Sanitary Permit N ~ 7er ~~5 3 In accord with Comm 83.21, Wis. Adm. Code, personal i rmad ~~ v ~ ® ^ Check if Revision ma be used for second oses Privac Law, 15.04 ~+ I. Application Information -Please Print All Information State Plan LD. N r Pro Owner's Name Parcel Number ST. CROIX COUNTY - ~~~-~ _~?p <. 3~ Prop Owner's Mailing Address Property Location f ~ 1 ~ ~i 34;S T N,R/ ~ City, State Zip Code Phone Number Lot Number Block Number D Subdi 'sion Name CSM Number 715- ~4i8o ~ - II. Ty e of Buil ' (check all th pply) ~ ~~ ^Ciry h ~rn_ 1 or 2 Family Dwelling -Number of Bedrooms _ _ ^Village ^ Public/Commerci - De scribe Use _ . a ownship ^ State Owned x Nearest oad III. Type of 't: (Check only one box on line A (numbering scheme for internal use). Complete ' e B if applicable) `t'' 1 New 2 ^ Replacement System 3 ^ Replacement of 6 ^ Addition to For County use S Tank Onl Existin S stem B. ^ Check. if Sanitary Permit Previously Issued Permit Number Date Issued IV. ~`ype of Permit: (Check all that y)(num Bring scheme is for internal use) ~ -~ , ~ ( 44 ! °1 Non -Pressurized In-Ground 21^ Mo 47 ^ Sand Filter 50 ^ Constructed Wetland 22 ^ Pressurized In Ground Tank 48 ^ Single Pass 51 ^ Drip Line 45 ^ At-Grade 46 ^ Aerobic Treatment Utut 49 ^ Recirculating 30 ^ Other V. Dis ersal/Treatment Area Informat ion: Design Flow (gpd) Dispersal Area Required t fS~ {~ Dispersal Area Proposed t,i,~ ~j Soil Application Rate(Gals./Days/Sq.Ft. Percolation Rate (Min./Inch) System Elevation Final Grade Elevation ~ o ~~a~ ~ ~ ~g , ~9 ~~~s~~ ~, ~ ~ loo. VI. Tank Info Capacity in .Total Number Manufacturer Prefab Site Steel Fiber plastic Gallons Gallons of Tanks Concrete Constructed Glass. New Existing Tanks Tanks Septic or Holding Tank _ Dosing Chamber VII. Responsibility Statement- I, the ttndersi d, ass e r ility for installation of the POWTS shown on the attached plans. Plumber's N (Print) Pl PRS Number Business Phone Number I ~. °113. Pl u mb er's Addre [reef, City, State, i e) ~ r u I V !~ VIII. Count /De artment Use Onl ~, Approved ^ Disapproved S~~Y Permit Fee (includes Groundwater Date Issued Issu" Agent Signature (No Stamps) ^ Owner Given Initial Adverse . Surcharge Fee) - Determination ~ ~~~~ ~ I ZZ ~ ~ lX. Conditions of Approval/Reasons for D is approval a - -~ (YC/1o+~ ~ tMa--.~)ae~.t.h S~51,e~u-. o~ ~+-- ` I ~Lt.6~/~t ~r p~ ~/ V ~ ~ ~-I~~ ~-- ~~~ ~~ ,-~~- ~Gt_h~C~`6stS ^^ ~ a.e.tlL. euww wmpcece pools lro cae a;ouncy otuy~ ror the syscem on paper not less taan tfi/2 x 11 [aches in size SBD-6398 (R. OS/Ol) q L T n v' ^~ j) <~ ~: _..or 1 . ~~~ . ~ ~ ~ J ~ ~ N ~ ~ Y, 9' _~ - ~~ .~ ~ ~ ~~J ,N o'~/y~ - ~ -_ a a s~ . .-6 ~' ~ .~ C ~e ^l s ~~ ,- ~, •~ S ~ 3- ~ ~- J ~~ o~ '^ '~ Z. ~ , ~ n ci ~- o~ rj a-• w ~/ ~. ~~ 1 1 1 1 1 1 J ~ ~ 1 / '~ . .~ J o^ 9 „e "~' ~ ~ n ~ ' ~ 1 t t ~ ! 7 ~ 6~~ v i p~ ~ ~ ~F a p ~ et 'r ~, ~S d~ .~ / ~ ar ~~ ~ ~ J ~ ~ •~ • • 1~ ~ ~~ ~ ~ ~ ~~~~ s d' 3 ~ .~ .~ \~\~~ (1 ~3 J ~ "7 cL ~ Q v + ~ ~ C. T ,. O ~ i .~ ~~ I ~~ °~ ~1 ~' ~(~ r ii1 ~+ 1 ~; t~ 1 O r C ~ ~ ~ 1 ~~ t~ 4 ~~ J ~D n ~'q 1 -~ . c~ ~ I ~~~1 7 ~~ I I ~ __ n i I ~` ,~ Q ~ ~~ ~' ~ ~ ~iL \~' r 1 isconsin Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commerce.state.wi. us/sb www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Secretary October 02, 2002 CUST ID No.225094 MICHAEL P ROGERS ROGERS PLUMBING N4563 320TH ST MENOMONIE WI 54751 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10!02/2004 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 SITE: James Herold 290TH St Town of Cady St Croix County SE1/4, SEI/4, S20, T28N, R15W FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 871782 Identification Numbers Transaction ID No. 791597 Site ID No. 650829 Please refer to both identification numbers, above, in all corres ondence with the a enc . The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.O1/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-10706-P (N.OI/O1). • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soii compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal CO/ZL~ltl are prohibited. ~~ ~ ~+ • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption DEPARTMENT 01 area. chs. NR 81 l & 812c N OF SAFET • A Sanitary Permit must be obtained from the county where this project is located in accordance with the ~~ CORR~ requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat • Comm 83.22(7) A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. MICHAEL P ROGERS Owner Responsibilities: Page 2 10/2/02 • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/instal lation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, /~~~ ~ ~~~ C Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday cbratz@commerce. state.wi. us cc: Leroy G Jansky ,Wastewater Specialist, (715) 726-2544 Henry F Grote ,Certified Soil Testing Fee Required $ 175.00 -Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 ,~ James Herold -Mound Transaction # Construction Materials and Techniques All materials must comply with Comm 84 and be installed in accordance with manufacturer's specifications. Construction methods must comply with the following Component Manuals: Mound, SBD-10691-P (O1/O1) Pressure Distribution, SBD-10706-P (01 /01) Location: SE 1/4, SE 1/4, Sec. 20, T 28 N, R 15 W Town: Cady County: St. Croix Date: September 27, 2002 Owner: James Herold Address: 807 165th Ave. New Richmond, WI 54017 Plumber: Mike Ro ers Signature: -----------.-- License # NIP 225094 Attachments: 6748-Plan Approval Application SBD-8330 page 1: cover 2: design criteria & calculations 3: plot plan 4: system cross section 5: plan view, lateral detail 6: pump tank exit detail 7: pump curve 8: system management RE~E1'V Eta ~~ ~t ~~~~,, S ~ ~, ~ 0 "Z00'l ~~E® TY & BLpGS Dlr. _ Aro h'1MERCE S ~~ ~ UILD/pGS pG~Vp~ CE page 1 of 8 r v ~' Design Criteria Y ~S Residential Wastewater Contaminant Load: 30 mg/L < BODS < 220 mg/L Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L Fecal Coliform > 10,000 cfu/100 mL Fats, oils, grease < 30 mg/L ~ Bedrooms x 100 gal/bedroom day x 1.5 4"S~ gallons/day hydraulic load In situ designed loading rate Depth to estimated high ground water ~~ ~.b Depth to bedrock ' ~-~ Cross slope at system ~ 4.3 Force main length ~(b 3 `~ Manifold/header length ~~ Drain-back ~•3 b Lateral length ~ @ ~ ~ ~ ~~ Lateral elevation ~ 8' 3 _ Lateral hole size S~3z in. @ 3~,~4 3 g holesllateral ~ ~ Lateral volume ~~~ ~~81 Total lateral discharge rate Z° •s Z ~ ~ Network pressure compensation losses ' ° L~ levation difference q . \~i h•s~ Friction loss ~• 3 ~ Total dynamic head ~ t-~'~~ ~ ~ • ~ Pump/siphon ~q gpm @ t Z Manufacturer ~~ ~~ ~~~~ -~ Dose volume X5.5 3 Lift/si~ontank~~°'+~ ~~~~~~ ~~~ ., Septic tank ,. Effluent filter ~ " ~' ~ '~ u-~ Measurement pump on and off S~ ~' Height alarm from tank bottom ~~•~' Reserve capacity 3~'3 t spec calcs.res Design Calculations ~~ ~°l gallons/sq. ft. per day in. tn. ft. of Z in ft. of - in. gallons ft. of Z in. ft. @ bottom of lateral in. (Z•`t 3~'~ ft.) Spacing holes total gallons gallons/minute @ 3' ~ ft. head ft. ft. ft. @ Z ~ gallons/minute ft. ft. of head Model # S ~-~ k F 3 gallons ~ "'° gallons ~'~° gallons in. tn. gallons Page Z of • • ---- 1 i I i it -~ ~~~ ~o~ ~~: _ ~ ;~ ~. T n v' d h J ,~, _~~ a ~n ~ ~_ -- ~~ ~ ~~ } ~~~ ~ ,: '~ d s ~ ~E ~; o 0 a ~- ~ ~ ~ •e r. r ~~ ~~~ ,. ~~~~ a ~ -~ ~ ' ~~ ~~ a ~ ~c •~ 9 3 _ s ~~~ 1A N .% 1 ~~~ ~ ~ ~- . ~ . ~ ~ .,, ; ~ ,s ~- rj ~ ~V; -~w1~ 7 , ~ \~ 1 1 U .~ •1 _a 1 1 1 1 ' ~ El ~ ~ ci ~~ ~ ~ ~ .~ -1 i ~~ ~ 1 s ~ :Y ~ ~ 0- U o a ~ ~ ~ -F- N Q~ , ~~ o ~ C.` . > ~. .~ ~ ~ ~- ~ 9 ~ ~' tf d .___ M -y 1 . S JL ~~ b I ~1 c ~' i w ~ ~V e' -.l; `rJ v C I II ,~ ~ i I "q 1 -~_ . N ~~'~ ~ A~ I a~ ~~ o ~ I O~~ '! ~ _ ~~ ~ I r ~ ~- ~ ~ ~ ~iL ~.~ r -~ 1 ~~ l~ a ~~ i 1 r .. S ,s i-e.+M C vv s 1 ~ ~ ~. a. ~~ ~ I ., ~~' 2 ~ Z o.q ~ I~br~r ~-~ 3 \ h 1 Nr.a~ \ b s..~co:, S«~ ~1 a ~,.. Q1a~V / 3 2~.t' , ~o" o.~ 3' '~ c..a.`cK,` a.i-~C. ~a~+: cam` bi~t~Y ~.o+~ ~... \:»e.~ yo W-a't 4- g ~ ~ ^ o~ ~, .~ - 1 0 ~--~ g ` ~5'.}~ `~•o' ~_- Z ~. \ ~ ~~.~,, ~a,;' ~ ~a.s, F-- 1~Z--j , 133s~ p', ~~ ~ P v c c.... ~ ~, ..~ o b, s Q.~. ~ .~ +: a,•. ~.~....`~ L ~~. ~ oTT o r.. o ~ ~ o c.1~ b ~, N O~'. \ 0.} n,~ ~ 'Y~r w.:.w~cS ` ` ~'' -~ a V o.~. o.~ O ~ r of K `t~ __ __... ~-ovp~ •.•o.; •. • / ~~ `/q. I Ss`/q. ~ 13~ `I4 I 3s%4 \ o 'g~nX~- ~ '' ~ ~ '.'~ 5~..~ ~ / ~ Z h. c 1 ~ C h 1 w.~ Q•b JC tJi.v. `i 0,,. b o { , ' O ~... l ~ » ~ ~J z • C(3 ~,'' 0. H-~ l 3 ~ ~r4•` ~v s o~ ~ ~~ ~, . ' L k,r \S,,}~ra~~.. LD.CKI-JG~GOVfiR ~--~ wA~N we ,c ~18E~ . avlcK c~~eo•,~tcT-~ G r-k-c b~~ "-`~ $ F~~ a" ~~ ,~~ 4° PIPE 3~ no NC>~gTuae~ED So' L. 24 `' Z .D . M4Ku0L~ i~ r ~~~~ a ~ S1(ET 3bNrJ _~ ~ P /~ ~ 4 ~WELTiONS C ~e~ ~ t .~-s i Q ~~~ 41.p SCPTIC E OOSf T ~ r,i .. 5 A~AR-~ ~~MP ~"' 4 ~~ gAF' F L E. Y+\T~ h C~w1'l.a.{ z" F ~, t'o2c~; N'~a~w WEATNERPROJF n ,.TL! N CT l 0 N f~ ~LZ,~ i 11111 `' Ham` .L AL4W~4Q C~ ^ ~ ~ ~~~ ~.~ 3 Oct Pw~P ~„ COKZRFT~ I . b~oCK Ib.'}b ~~ ~ ~.. SPECIFI~CATIOf\1S ~_' 7 P.~ ~ ~~ 4 0 _ ~ ~ .ti- ~T.~ ~ - -r. =~_ ,~~ 4c i 3' o~c U%J~~+O MAUUFACTURCR; ~9 ,~~~ IJUM6C F 0 S•d5~ TAIJK SIZC: ~~~~~~ `GALL01J5 I'~A-SUFI-CTUiICR: S `~ ~''` ~t.i'rs t1I,1JUFALTURCR; `~ `'1ry'-"'o `"•'~T'~ MODEL -JUMDCR: S ~` ~~ ~ ~ S I T ~M QJ~+ ~ v w R O OSCS. PEK ,;~~ OOSC VOLUME cZS,~ ~ tIJCWaIlJ6 OAGKFI.OW~ ;,~.,;,~;~ CAPACITIES ~= Zt'3 IuCHCS OK 3};'~' :,~. ~~~: C• S'~ ~ucHESOK 5s.~3 ~~...~~,. D~ `~' INCHES GR 1~•S(~ ;,~,~~ W CN Typf, IJOTE' PUMP A1JD ALARI'1 ARC TJ BC P'~1-J1MUM DISCMARGC RATE~_G-M INSTALLCO 0-J SEPARATC CiKC.. "„ VERTICAL DIFFCRCr\lCC CCTWCCU PUMP Off AUO OISTRIDUTIOIJ PIPE.. ~~~~/ FEET + MIuIMUM -JETWORK SUPPI.y PiICtLURTE/.. . . 3'~~ FCCT+ t•os + ~~ FC E T OF PORC[ MAIIJ X `_ ~ ~ f moo rtFKlt:Tlou FACTOR. O~q FEET ~ z t - It.49 `` ~~~ _.__ TOTAL ~y-JAMIC HEAP fEEr I ~, ~, IIJTERIUAL, DIMC-J6101Ji '0/ TA1JK: LEAJfiTN I~~ _;W,DTH ~g _,; LIQUID pEP'rH 3~ _1 4" .~~, , - 4 ~ . Purno Choroctarislit~ /Mefa Uelt Sobeferswle Afdefeoth Me/eh SNris0A1 Hasp+wer .30 irk food Af11p t.0 Moles Shored hls !4 ) R.fJA. 1 SSC F'hme @ 1 v ns Neff: 60 Iernper.twe 140'i AfNWeflt NEMA Def»y+, A lrlsf,latia Cass A DiccMar She 1-I /Z' N/T lSt1111f~ Sotds Heeiify 3/4' (19sw) Wfit Wolglt t01tt. -ewer Cord 1 b/t, SJTW, t0' ssr. Materials of Construction pwdle SNYsiess Stoel E~nbfic at Di~Clrk a Metor Has Gst kw Crs C1rst MoN r Mledaflkd Slaft Soal 5..1 rotes: Cai~af f torlsslk Soul ~ri Aoerker Stoel s~rl.~ swrle,e s+.r leiewss IsorN r [ At GA Iron Slaw tows loa,r MN tenon i1st~ t Ik loss F~gY»aor llrerfoorfsslk Fastlpfett Stiles SSaI Pwrfarnsehte Do+a j' 6 -~ p ~~~lo s o ,o fo >, ro H ~,.,..,.,..._.__.._ .._~ . fi._._..._ ,...t uwn~s«or 0 ~ + f TofNl N~ lr~t 0 i i 2 1~ ZO 4d dl•11 fll.l.1 44 =~ ~! SS ! 2 0 Dim~nsionai Data i rw+n i~ i. ANlhreif,ebraafrMlnf. 1~ KI t I(~p n, ~+rdor mry r•~a ~Y : Ifl iatA a-1 •.,n l Ma kr cNeeunwe puMw ,>., ~ ~ ~„~ u~.~oe ~ ~ reeM ere ~~~ 5. On/4N Mnl a~Oll~ a, rh rume Ae r jM q eke nrrer b.. prMud ewd,he. ~~~~ ~I. ~ ~ t' 7/i (JO~I rau sf ve If>al n~- I ~~~j° HYDROMATICw ~~~ 1844 Banes Rwd AfNend, Cho 441US Tel: 419•l89.9041 hx 419-'tY1 ~Ot1 Weft Site: vrw.pentdrpul,p.rom SAIES OFFKES IN All MAJOR CRIES ANO COUNTAfES n•m w~ w-os•e3so ,2oa ~ `ti" 1909 Hydromofic' Purnp~, Ashlorna, C*~o. N! Rigl - Yow I,ufhor~zed lord Oiunbwor - ~: a- `~ o 41 '~ .., ...._. ~~ .... _.. ._ I I ~..... _.. I ~.~ ' ' ~ System Management Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber, Rogers Plumbing, 715-235-1132, or the St. Croix County Zoning Office, 715-386-4680, should be contacted for assistance. General Proper functioning of an on-site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a pump tank or compartment to allow a dose to be accumulated, a pump and controls, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. 1 . If the septic tank is installed prior to sheet-rock and/or painting, pump the septic tank before normal use begins to ensure adherence to contaminant load design criteria. Install water-saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. ~. Never pour grease or oil down any drain or stool. 5. Garbage disposals are not recommended; if you must have one, use it sparingly. 5. No paper products other than tissue should go into the system. 7. No chemicals should go into the system. B. Avoid surge flows of water; try to spread laundry throughout the week. ~. Septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans. 10. If septic or pump tanks are no longer used, they must be properly abandoned. 11. If construction timing and weather could create a frozen infiltration system, weather-proofing with plastic sheeting and heavy mulching may be required to maintain a functional system at start-up. Maintenance I . The septic tank must be inspected every three years by a properly licensed person. 2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. 3. When the septic tank is pumped, any solids in the bottom of the pump tank must be pumped, and the filter must be back-washed into the septic tank to remove accumulated material. 4. Periodic observation pipe inspections should be made by the homeowner to examine the state of the in-situ soil adsorption cell. Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. 5. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany their specifications. 6. The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump. If the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. 7. Avoid compaction such as vehicle traffic within 15' down-slope of the adsorption system. 8. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run-off into the system area. 11. Warning: Do not enter septic, pump or other treatment tanks; death may result because they may contain lethal gases or insufficient oxygen. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and/or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page ~ of~ nwiw,n of Qafwfv and AuildlnnS __ In accordance with Contm H5, WIS. f+am. Wee t ~Y /~ / S C Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan mus but not limited to: vertical and horizontal reference point (BM), directlort and include Paroal I.D. ,.~~-• , distance to nearest road. north a scale or dimensions ercent slo e , p , p pp~~~ Please print all 1 itforrtt~'t-e~r ~ f ~ ~ a by ~~ ~ ~ _ O / Personal i~forrnafion you provide may be used for dary purposos (Privacy Law, s. 15. (1) (m)). 2./ r7 ~ Property Owner i l + S 200 ~ .. P ~~On Govt. ~ ~ 1/4 S~ ~ 1/4 S ~ ~ T ~ ~ N R 1 ~ E ( W l ~ I C .~ 0.,YY~ ~.S f Property Ownel's Mailing Address ~ ` U N-r +h ~ ZONiN'G OFFICr= Lot # Block # ~- Subd. Name or CSM# ~O ~5 ~ ~n t,L City II State Zip Code Phone Number ~JQ,Lt) ~~G'LYYlpno~ ~1 ~J4'017 ( IS ~ -70~~ ~ ^ City ~ Village [~-Town Nearest Road C ~t 4"' o~~ f~ ~`}-~"' flew Construction Use: esidentlal / Number of bedrooms ~.-_ Code derived design ttow rate ~ ~~ ~D • ^ Replacement ^ Public or commerdal -Describe: flcable ~ ~' R : ti l ' ~ ~ ~ eva Flood Plain e ~Ir ~~ Parent material ~~ '~ ~ ( - ! -. r ff app General comments u S,z= / X 7 S ~ ~ ~ ~ L/~P~''" ~ cQ ~ ~ ti : c d I ~ ~ ~o ~. 1'pc.-t r `~'/c , ~/O - ons n ~ ~~ a and recommen w;tc, i', 54~ r ~ ~;.u Lf Boring Boring # p Ground surface elev. p~ 9~ ft. Depth to Iimitlng factor in. ~ ~~ ~ ture St Consistence Boundary Root$ ~ ~ ~' Horizon Depth in. Dominant Color Munsell Redox Descdption Qu. Sz. Cont. Color Texture n~c Gr. Sz. Sh. 'Eft#1 'Eft#2 ~_. L ~s ~ i- (~ , ,~ ~ - ~ -/ o y~ ~ .- ~ ~ b ~ .~,~ , ~, f ~ , ~ -~~ 75y ~ ~ -~ ~ ~ I ~ ~ , ~ `'~ °~ Boring # ~ Boring ~ pit Ground surface elev.. 9~. ~ ft. Depth to limiting factor ~ ~ In. ~ ~ ~ i i ture T Structure Cortststence Boundary Roots Gp D/fi=''""'` Horizon Depth in. Dominant Color Munsetl pt on Redox Descr 4u. Sz. Cont. Color ex Gr. Sz. Sh. 'Elf#1 'Effie2 __ - ..~ -~- _.... __- __-1Tn~ i OA r.wa • Effluent #1 = BOD > 3p _< ~ mg/~ ano I ~ Hsu 5 ~ au ~~ "„ - - . --a- ---- - - - - - - CST Na~Pleasa Print) , 1 I - S~ga~ature .. ~~ST Nurttger - Address Date E lion Conducted Telephone Nun~er ~~~~ 770 ~~ ~~~ - S,oh N, U4 llt'~ (,~.Jr ~ -~B-Z~~ ~~s> ~~~ ~~~ ~4 7G`7 Property Owner v ~~~5 (~~~ ~~ Parcel ID # Page -Z of 3 U Boring ~ _. __ ® Boring # in• ® P t Ground surface elev. 9~' g~ ft• DeP~ to ~~9 ~~ ` Texture Stnkture Consistence Boundary Horizon Depth Dominant Color Redox Description in. Munsell Qu. Sz. Cont. Cdor Gr: Sz Sh. - o loy~ ~ L ~ -~ `.~ ._ w- ~.~ b- /O '~ - o IZ ~ .~ a ~' ~c5~ Raots ~ ~ r"~ t`'F Soil ication Rate _ GPD/ff _ . •Eff#1 . ~.. 'Eff#2:. ` s- 9 ~ ~ Boring Boring # g, Depth to limiting factor in. ^ Pit Ground surface elev. Soil ication Re' Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •E~GPD/ffE~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Boring # ^ Boring ~. ^ Pit Ground surface elev. ft. Depth to limiting factor Soil ication Rats Horizon Depth Dominant Color Redox Description Texture SWt~ure Consistence Boundary Roots GPD Gr. Sz. Sh. 'Eff#1 •Eff#2 in. Munsell Qu. Sz. Cont. Color Effluent #1 = BODS > 30 _< 220 mglL and TSS >30 <_ 150 mglL 'Effluent #2 = BODE _< 30 mgA-and TSS _< 30 mglt- 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 608-264-8777. SBD-8330 (R.6g0) M ~ ~ o.. ~ ~ ~ ~ `~1 ~ W ~ o ~ o ~ ~ V ~~ d c ~ ~` S ~c- ~,____- t s ~~ ~ ~~ ~~~ ~~o \~ ~t .~ e'' ~ ~ n ~ ~ O. ~ v n ~+ y ~` Q~ ,~ 7 ~~ \ 1 ~ 1 (\~ n 1 ~ ~ o i ~ Q 1 1 1 ~ 1 --c 1 ~ ~ ~ ~~ a -~ o 0 1 1 0~ 0 1. _ ~ Q ~` ~~~M~ ~ `) ~ t - 1 ~ Q r1 A C ~ x 1 Or + 1 ~ _ ~ 3 ~ ~n j ~ ~x 1 .. o ~ 1 ~ a ,31 - ~. ~~ t ~ ~ ~ -Y r ~I ~~ ~ O r \~,' J`. A -~ ~ . a~~~ 4 Q" ~ -. o ~ -~ ~ -- 4 ~ ~~ ~' -~, s ~~~-~ \ h 7 Private On-Site Wastewater Treatment System (POWYS) Indez and Title Sheet Owner: .CJ(~(./ r (~~ Project Name and System Type: Location: Street Address ~y r ~ /, ~ C r~ Legal Description Township/County a Contents: Page 1: Page 2: Page 3: ~ ~ ~~ Page 4: ~i Page 5: Page 6: Page 7: Page 8: Page 9: Attachments: o ~ /~ n6- - ~ o ci ~I Plumber/Designer: ' igne .Credential Number: }~-~~1/ Date: U ..:3.947 P 1,3~ STATE BAR OP WISCONSIN Ft)liA+l l - 2000 Dacnment Number ~ WARI'tA1~TTY DEED T>Iwis Deerl? made between n s" ' diividnal drantor. and ta>r1es M. Hernkl and Aadrev S. Alwcll. husband and wife a5 survivorchio marital orooertx Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee thefollowirrg describedreal estate in t. C 'County, State of W isconsitl(the "Property's (if more space is needed, please attach. addendum): The Southeast Quarter of the Southeast Quarter (SE %s of SE 1/e } of Section Twenty (20), Township Twenty-eight (2$) North, Rainge Fifteen ps} west, Tttls deed is given in consummation oPthatcerhriA land Contract by and betweeu the parties dated April S, 200I and recorded in the St. Cron County Register of Deeds ot~iec ou Aprii 8, ZOtiC in Volume 1868 an Pxge d:15-dI6 ss Doeumeut number 673703. PIERCE Name cad Return Address Robert J. Richardson 5233 Mc1C1>ly Awe. P,4. Box 399 Spring Valley, WT 54767 Together with a!1 appurtenant rights, title cad intete~u. OQ4-1047 30-OIIU Parcel idcnti6cation Number ~ This is ant _ homestead property f~ (is oat) . Grantor warrants that the title to the Property is Food, indef~-asible in fee simple and free and olaar of encumbrancoa except ail easements, rt:strictious and rights of way of record. Dated this 1st day of Aurust _ , 2002 Rite M. Hampton ~ Sigrtahrre(s) 1 ArJT13ENTICATTON x sulftattic;ated this day of - TITLE: MGMI3ER STATE $AR OF WISCONSIN .... ([f not, .__. - authariud by $ 70b.Ob, Wis. Stagg.) Recording P~ ~~6849 KATIILEE}I A. ~-ALSH Rl'sGISTfi$ OF DEEDS ST. GRQIE CO. ~ 1VI REGBIitED FOR BECORD ®e-13-2002 i:ZO P?! t~ARi~iTY ~ dIF~T d 17 REC FEES 11,06 'FRAIdS F'BE: COPY FEE: CER? COPX FEfi: PAGES: 1 AC1tSTOW1aLDGb~ivT W1.S~.Q.hl S l l1J ; .. .) ss. County ) Personally rattle before me this 3l_5t day of July.. .2002 tltz above named Rita M, Hampton ,._ to me known to be the porson(s) wlto inshvrucnt and aclato~vledged the saj THIS INSTItUMr•.l~T W~LS DRAFTED PX _..._l ROBERT J.1t1GHARDSON, Attorney at Law ~ Marv L. Nr srRING'1'AY.LEY,IVI 14767 ~~ Notary Pnb11c, Stato of My Cornnssian is perr (Signatures mtry be authentir..l..a or acktwwledged. $odt err not necessary.) pecember_ 1. ? Nunes of persons si~,minj in any capacity roust be typed or printed below their signature. g'r,a'rt: tSAR OF WI9CON9IIZ WASRA)Y'TY niSFD FORM iYa 1.2UiM1 '~Y~ 1~.e~~p Mww.io~profomfa~com C00~ SH/S>u .I~TI~'A ~,~I2IdS 99S59LL9TLT Xt'3 i;T~90 I2I3 ZO/iT/OT POWTS OWNER'S MANUAL MANAGEMENT PLAN FILE INFORMATION Owner Permit # ~-{Zoso3 DESIGN PAItA_I~TERS Number of Bedrooms 100gpd/bedroom ^ NA Number of Commercial Units NA Estimated flow (average)* gaUday Design flow (peak), estimated x 1.5* gaUday Soil Application Rate gaUday Influent/Bffluent Quality (NA^) Monthly Average** Fats. Oil & Grease (FOG) < 30 mg/L Biochemical Oxygen Demand (BODs) Total Suspended Solids (TSS) 5 220 mg/L 5 250 mg/L Pretreated Effluent Quality ^ Monthly Average*** Biochemical Oxygen Demand (BODs) S 30 mg1L Total Suspended Solids (TSS) Fecal Coliform (geometric meant 5 30 mg/L _<10~'cfu/100m1 Maximum Effluent Particle Size 1/8 inch diameter *Wastewater Flow Verification on and calculations: (Other than bedroom based) ** Values typical for domestic (non-commercial wastewater and septic tank effluent. * * * Values typical far pretreated wastewater.. SYSTEM SPECIFICATIONS Septic Tank Capacity gal ^ NA Septic Tank Manufacturer ^ NA Effluent Filter Manufacturer ^ NA Effluent Filter Model ^ NA Pump Tank Capacity gal ^ NA Pump Tank Manufacturer ^ NA Pump Manufacturer ^ NA Pump Model ^ NA Pretreatment Unit ^ NA ^ Sand/Gravel Filter ^ Peat Filter ^ Mechanical Aeration ^ Wetland ^ Disinfection ^ Other: Manufacturer: Model: D' persal Cell(s) In-ground (gravity) ^ In-ground (pressurized) At-grade ^ Mound ^ Drip-line ^ Other: ^ Leaching Chamber Manufacturer Model Approval Stipulatio n Soil Application Rate~pd/fl Area Req. Absorption Area Credit per unit ft Minimum Number of Chambers ^ Aggregate Design Flow/Loading Rate= min Materials: all materials must comply with WI Adm. Code COMM84 and be installed per manufacturers- specifications and approval letters. DESIGN CRITERIA ^ "Wisconsin At-grade Soil Absorption System, Siting, Design & Construction Manual" (Converse et.a1.1490) ^ "Wisconsin Mound Soil Absorption System: Siting, Design & Construction Manual" Converse, J.C. and E.J. Tyler. Publication 15.22 ^ ."Design of Pressure Distribution Networks for Septic Tank-Soil Absorption Systems" Publications 9.6 ^ "Design of Conventional Soil Absorption Trenches and Beds". RJ. Otis - ASAE Publications 5-77 and "Design Manual - Onsite Wastewater Treatment and Disposal Systems". EPA 625/1-80-012 October 1980 ^ SBD -10570-P (8.6/99) "At-Grade Component Manual Using Pressure Distribution" ^SBD -10567 P (8.6/99) "In Ground Absorption Component Manual" ^SBD -10705-P (N.O1/O1) "In Ground Soil Absorption Component Manual" Version 2.0 ^ SBD -10628-P (N.6/99) "Recirculating Sand Filter System Component Manual" ^ SBD -10656-P (N.6/99) "Split Bed Recirculating Sand Filter System Component Manual" ^ SBD -10572 P (86/99) "Mound Component Manual" ^ SBD = 10691 P (N.O1/Ol) "Mound Component Manual" Version 2.0 ^ SBD -10595-P (8.6199) "Single Pass Saud'Filter Component Manual" ^ SBD - 10657 P (8.6/99) "Drip-line Effluent Disposal Component Manual" ^ SBD - 10573 P (R 6/99) "Pressure Distribution Component Manual" ^ SBD - 10706-P (N.O1/O1) "Pressure Distribution Component Manual" Version 2.0 ^ Drip-line Effluent Dispersal Component Manual for Multi-flo Onsite Wastewater Treatment Units MAINTENANCE AND MANAGEMENT MAIlVTENANCE MONITORING SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every ^ months year(s) (Maximum 3 yrs.) Pump out contents of tank(s) When combined sludge and scum equals one-third (1/3) of tank volume Inspect dispersal cell(s) At least once every ^ months year(s) (Maximum 3 yrs.) Clean effluent filter At least once every ^ months year(s) Inspect pump, pump controls & alarm At least once every ^ months year(s) ^ NA Flush laterals and pressure test At least once every ^ months ^ year(s) ^ NA Valves At least once every ^ months ^ year(s) ^ NA Other: At least once every ^ months `^ year(s) ^ NA Page of START UP For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that 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. OPERATION The property owner is responsible for the operation and maintenance of the POWTS and submission of required reports. The quantity and quality of the wastewater stream will affect the performance and longevity of your POWTS. The installation ofwater-saving appliances and fixtures along with prompt repair of leaks reduces the wastewater volume. Also the brine or waste from water softeners, iron removal units, other cleaz water treatment devices and foundation drains should be discharged to the ground surface whenever possible. Note: this does not include laundry waste, showers, dishwater, etc. This system is designed to handle domestic strength wastewater, however the disposal of food based greases and oils, vegetable/fruit peels and seeds, bones, and food solids such as those produced by a gazbage disposal should be minimized. Toilet tissue is the only paper that should be dischazged into the system. Other non-biodegradable items such as baby wipes, tampons, sanitary napkins condoms, cigarette butts, dental floss, and cotton swabs should not enter the system. Chemicals such as petroleum products, paint, disinfectants, pesticides, antibiotics, solvents, etc., should not be flushed into the system as they can seriously damage your POWTS and contaminate your drinking water supply. Maintain a regular steady flow by spreading laundry washing throughout the week. Avoid vehicle traffic over all system components. Compaction of snow over the dispersal unit may cause it to freeze up. ^ valves Valves shall be operated in the following manner: p Alarms Alarms should be tested on a regular basis by the home owner. If an alarm sounds, contact an individual licensed to service POWTS, There is normally a 1 day reserve under regular operating conditions, however water should be conserved until any problems with the system are corrected to prevent back-up of sewage into the dwelling or surfacing. INFECTIONS Inspection shall be made by an individual carrying one of the following licenses or certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Maintainer or Septage Servicing Operator (per the attached Maintenance Schedule). '`~eptic Tanks Component Tank inspections must include a visual inspection of the tank 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 backup or ponding of effluent to the ground surface. Access openings used for service or assessment shall be sealed and/or locked upon completion of service. Any defects shall be promptly corrected. Exposed openings greater than 8 inches in diameter shall be secured with an effective locking device to prevent accidental or unauthorized entry into the tank. When the combination of sludge and scum in any tank exceeds one-third (1!3) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance-with Chapter NR113, Wisconsin Administrative Code. The outlet r(s) shall be inspected and cleaned to remove any accumulated solids according to manufacturer's ons. Provisions are to be made to retain solids in the tank. Filter cleaning may be necessary at more frequent intervals than stated in the maintenance schedule to keep the system operating. `(~Putnp Chamber/Treatment Tanks Component The inspection must include a test of all electrical equipment such as pumps, alarms and floats. A visual check must be made for leaks, backups, surfacing, missing or broken security devices and other hardware and the condition of the filter. Any service needs or repairs shall be promptly taken care of. p In-Ground Gravity Component Dispersal Cells The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or dischazge. Any dischazge to the ground surface must be promptly reported to the regulatory authority. Ponding at depths greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. Page of ~~ ~ Mound, At-Grade, In-Ground Pressure The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or discharge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Ponding greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. The pressure distribution system is provided with an opening at the end of each lateral to be used for flushing. The laterals should be flushed at least once every three (3) yeazs. Pressure checks of systems with multiple laterals should be done to ensure that equal distribution of effluent is occurring to promote the longevity of the system. REPORTS Reports for maintenance, inspection, and monitoring shall be submitted in accordance with COMM 83.55 Wisconsin Administrative Code. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to ensure that the system is properly and safely abandoned in compliance with Ch. COMM 83.33, Wisconsin Administrative Code. - All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. - The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. - After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or other inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: ^ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement azea should be protected from disturbance and compaction and should not be infringed upon by required 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 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 azea. Replacement systems must comply with the rules in effect at that time. ^ A suitable replacement area is not available due to setback and/or.soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement azea_ If no replacement azea is available a holding tank maybe 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. Reconstructions of such systems must comply with the rules in effect at that time. «WARNING» SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTIAN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIItCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THF, IlVTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS Phone Phone K:\WPDATAIEH\POWTS OWNER'S MANUAL.doc POWTS MAINTAINER Name Phone LOCAL REGULATORY AUTHORITY Agency Phone Page ~ of =P[t'i - F.'L"t+EF.^?~ f'L~ C'1R? I p i F~--I~, t Iii. 71~ ~_i~ ©rtr.? fh-t. 1~1 _I_~t't~ 11: lay=:rtl~1 P_' sr_i~ ~•lc ~c•:~rn: n'i~•~.il !-r~L:r i:~.t~~~ :~>`::~.isLnl~•t~'r Q/'~%(f)4~~I//`~~1ti,T~•i;t' t~i:l`.TT1~TC:.',~TTOI~! !'L)k1~.2 ~.7 •.vYlei °Cs y ~~ cF ~~~'! ~ ~.YV ~r I ~r ~~ l~, , e Graff 4~~~ ".i:iilin~, A,adress . 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