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HomeMy WebLinkAbout038-1217-10-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division , � INSPECTION REPORT Sanitary Permit No: 404932 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: o3 M & G, Inc. Star Prairie Township 922- 1217 -10 -000 CST BM Elev: l00 f Insp. V BM Dgscription:� � s � - �� TANK INFORMATION ! I aL(xQ ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. �� I /v zs 3.25 fo3. S� oo • a Septic � � / �� Benchmark 75 7 60 Dosing / ` BM Aeration Holding St/Ht Inlet —7.73 '.3 � TANK SETBACK INFORMATION SUHt Outlet 7. P / S TANK TO 5 7 W�ELL BLDG. Vent to Air Intake ROAD Dt Inlet p r o Septic 1/t/ / / i Dt Bottom G / 1 6 . Dosing C Header /Man. S g 61-7 , Aeration Dist. Pipe` � � q vJ _I Holding Bot. System PUMP /SIPHON INFORMATION Fina a le y !_ Manufacturer Demand >wer S' 9 - GPM / Model Number TDH Lift Friction Loss System Head T Ft 3 . zs Forcemain Length Dia. �� Dist. to Well D a '-> SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches / PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS t L -t '3 [3 Q� O / SETBACK SYSTEM TO P BLDG WELL L E /ST EAM L CHI Manufacturer: INFORMATION CHA R OR Type Of System: 'O T � Model Number. DISTRIBUTIO //[ N vf SYSTEM Header /Manifold o I D istribution I x Hole Size x Hole Spacing V Air Intake L� � Dia 2 i Length Dia J Spacing X60 LfZy SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over ��/ Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center 'i'�" Bed/Trench Edges Topsoil > ;= Yes No Yes No COMMENTS: (IncludY code discrepencies, persons present, etc.) I fion #1j // p 73 / Z Inspection #2: 1 q 25 1 6 � - Location: 2108 81st Street Somerset, WI 54025 (SW 1/4 SW 1/4 T31N R18W)) Ro ing Oal�s llbt(!12 0 ` Parcel No: 18.31.18.1193 1. Alt BM Descrip _ (3oTf�'+'� O F *k 4t sia - J y� 2.) Bldg sewer length = 10 1 - amount of cover = q 7 3.) Contour = 1 5 - 4 Plan revision Required? 10 Yes No 0 Use other side for additional information. l i__ - Date Insepctor's Sign ture Ceri. No L SBD -6710 (R.3/97) Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 SF, CPO I Y NVisconsin Madison, WI 53707 - 7162 Site Address Departm of Commerce # Sanitary Permit Application.---------� Sanitary Permit Number 3 2- In accord with Comm 83.21, Wis. Adm. Code, personal information yolq�o�, Check if Revision ma be used for secondary purposes Privacy Law, sI5 I. Application Information - Please Print All Information State Plan I.D. Number ppas Property Owner's Name Number (If 3j -/2/7 -000 ) AA (P4 I-J 6 LAIC. K 6 6 #18 tJ J Property Owner's Mailing Address • Pioperty Location 7/ Z RWrikJ-0 S SQ17 4W -A 5 0) -A; S 9 T3 I (% R /0 V City, State Zip Code :,Ph`�umber Lot Number Block Number \ T �5 © m e P- -,; r-- Su bdivision Q I Name CSM Number VJ 15C 0 AJ S IN -5 /0 ROLL //v H. Type of Building (check all that apply) ❑city 1 or 2 Family Dwelling - Number of Bedrooms 3 []Village ❑ Public/Commercial - escribe Use 01ownshiP 57 UAIP—C ❑ State Owned Ne arest Road 6q. 0-9 ) M. Type of PerihIL- (Check only one box on fine A (numbering scheme for internal use). Complete fine B if applicable) A. k Onl t New 2 11 Replacement System 3 11 Replacement of 6 ❑ Addit two For County use 1 stem Tank Existing System stem I Number T, Issued B ❑ Check if Sanitary Permit Previously Issued Permit I TV. Type of Permit: (Check all that apply)(ni mbering scheme is for internal use) 44 ❑ Non -Pressurized In-Ground 211K Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In-Ground 41 Holding Tank 48 ❑ Single Pass 51 Drip Line 45 ❑ At-Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other V. Dispe rsaUT reatm Area Information: Design Flow (gpd) Dispersal Area Dispersal Soil Application Percolation Rate System Elevation Final Grade Requited to) r X Propo,e�rSV , 6/Days/Sq.t. (Mtn./Inch) Elevation IM0 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 /000 (0- /000 1 VJ 6 iE KS Dosing Chamber 00 0 no I / I W E 6 f:�s VII. Responsibility Statement- 1, the undersigned, assume responsibility fo installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MPIMPRS Number Business Phone Number JQ14AJ &#M I i - f 1 4 ' :� I V � 4" 2)3760 17 - 5 * Plumber's Address (Street, City, State, Zi e) 16 L) 6 j � ro. VIII. County epartment Use Only Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps) 16 Approved ❑Disapproved Surcharge Fee) ❑ Owner Given Initial Adverse Determination $ - -iz 5'. EK. Conditions of Approval/Reasons for Disapproval At C,4 .0 4 WAA* Attach complete plans (to the County only) for the system on paper not less than 81a x 11 inches In size SBD-6398 (R. 05/01) hh, 1 : ALa ;� I I .n l I NAI L i n, 6X� J ��. liov'o Pa r 1 1 O�T AIL 1 I PC) - -- - — 7 14 0 L + SI ro : I : i r , : : , r I • r I - ' { - - N 000 ; : I : : 6AL , - , : , 4 . I I : o. - - p- I i J 4 jeAA/k ) ve- L> N — r I .. Safety and Buildings 4003 N KINNEY COULEE RD IA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 isconsi www.commerce.state.wi.ustsb www.wisconsin.gov Department of Commerce Scott McCallum, Governor Philip Edw. Albert, Secretary February 21, 2002 CUST ID No.223760 A7TN: POWTS Inspector ZONING OFFICE JOHN F SCHMITT ST CROIX COUNTY SPIA 616 150TH AVE 1101 CARMICHAEL RD SOMERSET WI 54025 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 02/21/2004 Identification Numbers Transaction ID No. 709210 SITE• Site ID No. 641315 M &g Inc / Mike Germain Please refer to both identification numbers, 2112 81 ST St above, in all correspondence with the agenc Town of Star Prairie St Croix County SW1 /4, SWIA, S18, T31N, R18W Lot: 22, Subdivision: Rolling Oaks FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 830099 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: • The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the 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.01 101) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD - 10706 -P (N.01 101). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the Mound manual, and section VI of the pressure distribution component manual are complied with. A copy of this letter including instructions and information relating to proper use and maintenance of the system must be given to the owner and each subsequent owner upon completion of the project. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c ,d�tiuri • Access to the filter for cleaning must be provided per Comm 84 product approval conditions. Maintenance RO information must be given to the owner of the tank explaining that periodic cleaning of the filter is required >P OF • Per manual sited above, limited activities are allowed in the area 15 feet down slope of the component area Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersa are prohibited. $1t r JOHN F SCHMrrr Page 2 2121/02 • 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). In addition, 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. • 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 83.52(3) The activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the 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 • The changes made to this plan on 2/21/02 by this reviewer were acknowledged and approved by the system designer. 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. All permits required by the state or the local municipality shall be obtained prior to commencement of installation, operation or maintenance of the POWTS. 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. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 / k Balance Due $ 0.00 Charles L Bratz POWTS Reviewer I1, Integrated Services WiSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday cbmtz@commerce.state.wi.us I� t t+ SCHMITT & SONS EXCAVATING 586 galley Crew Trail Somerset, WI 54025 715 -549 -6651 / MOUND SYSTEM For. _ 4 G TA )L M 1 I`E r `' e/JI /4 110 Address: 7/ 5. )�i L) N e t) ST .. JL I T!= 0D Legal. J lJ 'A S uJ ' I 't S / - 7 A) AY I V Township: Srfi 42 1 (P- County: 5F. LD / i 120tc -iff'e ©AX.5 Contel Page 1 Plot Plan Page 2 System Cross Section �e0 Page 3 Pipe Lateral Layout o Page 4 Dosing Chamber �..� Page 5 Pump Curve Page 6 Management Plan Attachment 1 Soil Evaluation Report Attachment 2 5 U R y h v M I� P Mound Component Manual (Version 2.0) SBD -10 691 -P(N. 01/01) Pressure Distribution Component Manual (Version 2.0) SBD-1 0 706-P(N 01 /01) . By: 7 j 0 tt n1 S( -(M I 1 MPRsw , e 2D 3 7 �0 Date: _ — illy JED OMMERCE ' OULDING$ "" ONDENC OA 7 I T T 5CAL __!A)AIL i IV 13 t j 50 14� J�P � 14OLt-- Ct N �r(-, 4d /V 451 Lo 4 • � IZL A L I A I Cl. 2. � + • \ u4v V ---- - ----- - 17 I p 7 I i ettui AV, i 17 F` - 1 '12 6 T 4 T_ t i _--h _4"9 _c, Page Of - ( a 1 Straw Marsh Hoy, O r Synthetic Covering Distribution Pipe Medium Sand Asrm C33 H G 5 Topsoil P -_J ! E t� D 3 ` d % Slope Plowed Bed Of ' 10 _ 2 0 f=orce Main Layer Aggregate (b" Below Pipe) p �y� Ft. E Ft . Cross Section Of A Mound System Using F 0.72 Ft. A Bed For The Absorption Area G � Ft. A Ft. H Ft. Signed: �1 , " Ir.�`! B i.3 Ft. License umber : 2 3 71 0 K � Ft � Y. L� c —/� S'� Date: - Ft X Z ,.7 Ft. L2 Co Ft . (2 j, ) '/0 Observation STo' r Observation Pipe ,EN o r- C E Gi- -_ -------- - - - -_- _- _-- _-- __- - - --44 Force Main W I -- "_ ...Z � .Distribution Bed Of J- % . Pipe Aggregate LL Observation Pipe Permanent Markers rp "o o r- geor►1 fs"Nn 0 CELL Plan View Of Mound Using A Bed For The Absorption Area r • PsrtprnNn P +p• Oo }c01 Plyl+e V dve BOX Y f ` (yver End Cap! Cft4 V ito ,J' DtrloPo��O �✓ PVC P.pt r "*lot Locotsd On 119}}oM, s Ars 14o4lly Spaced i 'Mmaded End Capp w PVC Fort# main � `` Ply PVC Aimicki Pot oiytfitution Pipe l. n�_ P 3 , Ft. S ,Q rT X InchRa Y Inches Hole Diameter :31(o Inch Signed: Lateral 'd Inch(es) License m -r: T -. Manifold Inches _� _ Force Main " d_ Inches Date: # of holes /pipe, Invert Elevation of Laterals1!�.��t• �l Of �C.. PUMP CHAMPIE.P. CR055 5CC :0L1 AA10 $pc2LICATI lb •r YE; WT CAP 4 %.Z. VCRI'T' tIPC WCATkfR I�RpOt* APPROVED LOCKING { jinj CTIOM BOX C r` IrtANPIQI..0 COVRR • M h' f R fII'1 tIHhA � 11• Midi• ! ' �rWUUw ult ►It�tllt � i Atli t1iTAKE t tiKAC�C � - -rr- -� y "M{I►1. COWDIJIT w. rrrrww +�rsr� fp'PIIQI• `� PROVIDE i " �• •.• ••• °• JULIE T , AIRT ;4 WAL. I AtP110YiFtD JOiu'i A i I, W /C KAYR og r► OIYTi w/c z?IM F CKTEN911J6 3' � I � I ALARM i`><YE IY6 3' ONYO 601.19 %OIL ONTO >>Qblp 1011. • J 1 _. 74 },, I s I i ow LLCM. f T PUMP as•i 0 COtJCKETE OLDCK , r ww.+rr �.w• I SCit rxrr PCMI RTTED CAJLJ IF TAWK MANUFACTURC.R HAS APPROVAL 3NAPPA�!!MO 6Rp0iM1� Ri SSPtit S PCGIFICATIOWS 0069 t� I � 4- „ A&U MAMUFACrUIt9It r L� S .. WuMbER OF DOSES � ..,w OCR 'DAN TAWK 61M. C� GAL.i.Ow s DOSE VOLUMC MMIuPACTURf►R: f i t M lrrr, iuc.&.uDim rAGKP40W= O /• .L.�r.., 6AL�CNt CAPACITIES. 11 a 2 IMCNES OIL /`� • �`� WLLOIS6 MdDCL 1J�iMeCR i r r SW I TGN ?yP ems ......._ {acltt: ? r.4►l.Lwi 11MP MAAIUPACTURCR: `n•.rr+ �'� C a tuCllEf OR W.601416 MJpCL QuIA&LILt C o � / Doll __ .. J1�ff.'MES OR � J,/ GALLOM4 SW1TC.A TVPC: J)] jc�� _._ Via. PUMP ANO ALARM ARC TO OL M1W1num DISCIA►Rcle RATE �S r Cr TM INSt'AiLCO OW SEPARATE MRWIT,S YEILTICAIr DIFfEREM&C (SQTWCCIJ PUMP OFF AW // 0 D.0J6TRibuT1OAi PIPC.. D C ' FELT t MINIKUM SUPP1.1 I'RCS5U1t / �.. . . . .. .. . . 1 FEET + `)0 POET OF FORGE I-AIM - K F iugrtF1tI0Iou FAC'TQN.. -Z � FEET TOTAL 0141J4MM MLAD = FLc IIJTCRuA6 OIML4JFAI9 Jt OF TAWKS LE.U(vl'K LIQUID pli,i T14 I_ICEMSE UUM9Eit: � � b1Fi11.1EDs smoom m ma mmmmmmWA 23m �� ®� • � � �_ m m „MilkiNLNEENEEMENE No 0 ONE ■ ONE MRO\I1\MENE■M■ MEN - �� \11 � \1.11111111111 \':1 \ko1 kil ION ► 0MMMMMM■ \1mV � 1111► Mow \I00M000 Rol 1►i I\ EMEW \�NME zas ho NMI! mommrmmommom Page (o of (a MANAGEMENT PLAN This Private Onsite Wastewater Treatment System (POWTS) has been designed and is to be installed and maintained in acwrdingto Gomm 83, Wis. Admin. Code, r 3MMI 1. This PO S as been designed to accommodate a maximum daily flow of VT gall ons of domestic wastewater -per day. The quality of influent discharged into the POWTS treatment or disposal comment shall be equal to or less than all of the following: a monthly average of 30 mg/L fats, oil and grease a monthly average of 220 mg/L BOD 5 a monthly average of 159 mg/L TSS. Wastewater shall not be discharged to the POWTS in quantities or qualities that exceed these limits or that result in exceeding the enforcement standards and preventative action limits specified in ch. NR 140 Tables 1 & 2 at a point of standards application, except as provided in Comm 83.03 (4)m Wis. Admin. Code. 2. The owner of this POWTS is responsible for system operation and maintenance. The following maintenance shall occur within three (3) years of the date of installation and at least once every three years thereafter: 1. The septic tank shall be pumped be a certified septage servicing operator, licensed under s2.81.48, Wis. Stars, unless inspection by a licensed master plumber or other person authorized to make such inspection, finds less than (1/3) of the tank volume occupied be sludge and scum. More frequent pumping may be necessary to prevent solids from exceeding one -third (1/3) if the volume of the tank.. Wastes shall be disposed of by the pumper in accordance with ch. NR 113 Wis. Admin. Code. At each pumping the pumper must visually inspect the condition of the tank, baffles, rizers, and manhole cover and verify that any required locks are present. 2. The soil absorption component(s) shall be visually inspected by a licensed master plumber, certified septage servicing operator or POWTS inspector. Inspection shall check for evidence of discharge of sewage to the ground surface and for ponding of effluent in the distribution cell. 3. The tank filter(s) shall be inspected and cleaned to remove any accumulated solids according to manufacturer's specifications. The filter cartridge shall not be removed unless provisions are made to retain solids in the tank Cleaning of the falter at more frequent intervals may be necessary. 4. Any pump, alarm or related electrical connections shall b: visually check- -d for defects and tested to confirm that they are operating properly. 5. Reports for all system maintenance shall be submitted. to St. Croix: County Zoning ir.. accordance: with. Comm 83.55 Wis. Admin. Cod-. 3. Defects or malfunctions identified during maintenance described in item #2 above shall i be repaired in conformance with Comm 83, Wis. Admin. Code. 4. Anytime a failure or malfunction occurs, it shall be reported to the owner of this POWTS. Repair or connection of such failure or malfunction shall comply with Comm 83, Wis. Admin. Code. 5. No one should enter a septic or other treatment tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within these tanks may contain lethal gases and rescue of a person from the interior of the tank may be difficult or impossible. 6. No oduct for chemical or physical restoration or chemical or physical procedures for p POWTS may be used unless approved by the Department of Commerce in accordance with Comm 84, Wis. Admin. Code. 7. In the event that this POWTS or a component of this POWTS fails and cannot be repaired, the following contingency plan is proposed: The failing conponent shall be replaced. This may require a new soil evaluation to determine where a new soil absorption c component can be. 8. If this POWTS is replaced, or its use is discontinued, it shall be abandoned in accordance with Comm 83.33, Wis. Admin.. Code. 9. Name and number of local health agency 31 Croix CaLntk Zoning - 715 - 386 -4680 10. Name of service contractor in case of failure or malfunction Schmitt & Sons Excavating 715 -549 -6651 i uiws+un of batwry anu ournurnys b- - Bureau of Integrated Services in accordance with C- o m �.a. 0 9, Wis. Adm. Code Attach complete site plan on paper not less than 8 1 i�,rd '2 x ' inches in 94 , l I must nty Inge, but not limited to: vertical and horizontal rote - ence point (BprO;.2ltrecti:+.a,nd•� • , f . 1 percent slope, scale or dimensions, north arrow, and locatic - 1 and 5istance to I9es1:10&d1 Perepl I.D. # + APPLICANT INFORMATION - Please print ell Intel m atlori. .'! ucy 7%6 sd by Date Personal information you provide may be used for secondary purp :es (i i4cy ',aw, S. i 5.04 (t) (m)). • Property Owner Rrpli�a(;ifgaatlon ^, �^ ST v7 - _ Govt Lot S J r _:1 /4 S Wt /4.S ! T 3 (,N,R !d' E (or)vCLf Property Owner's Melling Address Lot N. Blopk# ` Subd. Name or CSM# � I z, s C,4 - ~t4 ,� C:..— >kk.f� corks city State Zip Code Phone Number Nearest Road ❑ City ❑Village [ Town Syo ! t /S) s -67 S r re,. New Construction Use: ® Residential / Number of bedfcarrs 3 ` y Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow (4 a 0 gpd Rec: - mmended d+ sign loading rate bed, gpd/fl • & trench, gpd /ft Absorption area required (Z UU bed, ft <rt trench, ft M.ximum d- :+sign loading rate bed, gpd /ft gpd/tt Recommended Infiltration surface elevations ft (as referred to site plan benchmark) Additional design/site considerations Gc 0 Parent material 'tj < < — Flood plain elevation, if applicable llz R j S Suitable for system Conventional Mound In Ground Pnasure AT• cede System in Fill Holding Tank U - Uns f syst ❑ S (E _ U ®S ❑ U El 12 U ❑ S [1] U ❑ S ® U ❑ S R U SOIL DESCRIPTION REFORT K16 - � 1 Boi: lg # Horizon Depth Dominant Color Mc ales Structure GPD Text +��e Consistence Boundary Roots U In. Munsell Ou. Sz. C nt. Color Gr. Sz. Sh. 1 0­1 to I > S; ' ,�' CS v F 5 6 ' O- 0 3 `f S t: LS S-: 6 ' S Ground 3 6 of f` 5 I (L�t S S elev ? Y 0 ft. I Depth to limiting factor 11 in. l Remarks: _.. Boring # -�--�- E3 t . r . Fl rte. S ,~r. a - b - Ground elev. 4 70 ft. Depth to limiting factor Z rt' Remarks: C& Name (Please Print) Slonstum Telephone No. .�- L_�1 S - o Address Date CST Number 1 100Z DMINOZ 00 XHO is 9b4t 99£ STL Xvrl Wn NOW z0 /8Z /TO PARCELI.We Boring H- :)epth Do ninent Color Mottles Structure Z 9 Hon. -on Texture Consistence Boundary Roots x n. Munsell Qu. Sz. Cont. Color dr. Sz. 3h. Bed . Trench 3 1, t t -A Mr I„� - _ Grce,lnd ,{. C: , f j \ $L. 5 ' h to — Ft ema rks: Botnj4 Grounc eiev. r ft, 1 Depth to limiting factor in Re: , - .arks: for on Depth Dominant Color Mottles ; fixture Struct.ire Consistence Boundary Roots in. Munsell ©u. Sz. Cont. Color Gr. Sz. 7h. Bed , Trench Boring #i Ground elev. Depth to limiting factor in ' Rems rks: _ Boring # 'rF—` E3 Ground Depth to limiting factor in. Remarks: SBD -8330 (R.9198) Z00Z 9NI" OZ 00 X210 ZS 981 t 99C STL XVd Lt.ZT NOjV ZO /8Z /TO i NAME � LOT# lU LEGAL DESCRIPTIO Sul' S Y S J - T - 4/ N R /tE (or)&- SCALE: l "= 1 BM I ELEVATION BM I DESCRIPTION .t!« h ,/ ' BM 2 ELEVATION C) l g' BM 2 DESCRIPTION G SYSTEM ELEVATION ALTERNATE ELEVATION _ x CONTOUR ELEVATION_ c ( ,5. r56 _ i 8 SIGI\ AT RE -� --96 TE £OO ONINOZ 00 YHO IS 999b :'H 9TL YVA Lt:ZT NOIK ZO /8Z /10 Wisconsin Department of Commerce SOIL AND SITE EVALUATION Division of Safety and Buildings Page of 3 Bureau of Integrated Services in accordance with Comi�$3 09, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in s 6t ) must County include, but not limited to: vertical and horizontal reference point (B�'I); dtrectior� and `' • �j / . C r percent slope, scale or dimensions, north arrow, and location and Glistance to nearest road; parcel I.D. # APPLICANT INFORMATION - Please print all infotmatiorii. Revi iimed by Date Personal information you provide may be used for secondary purposes (Priv*cy Law, s. 15.04 (1) (m)). ZB 2 t Property Owner Property { ocation r i cZb S v T Govt. Lot 1%4 1 /4,S I T '9 (,N,R E (or) Property Owner s Mailing Address Lot # Blopk# Subd. Name or CSM# rig Vz 0\\ :,� r�ks City State Zip Code Phone Number ❑ City ❑ Village © Town Nearest Road L a/ ( ?l S ) !E 22 -673 11 . kr _ I ac 7-1k ,54. ® New Construction Use: ® Residential / Number of bedrooms — y Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow 6 U gpd Recommended design loading rate bed, gpd/fi _ -G trench, gpd/ft Absorption area required ( Z CJQ bed, ft ((tcy C; rench, ft Maximum design loading rate . bed, gpd/f1 � trench, gpd /f1 Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) Additional design /site considerations Parent material f ( Flood plain elevation, if applicable , r ! ft S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system ❑ S ® U ® S ❑ U [Is ®U EIS ®U ❑ S ®U E] S U SOIL DESCRIPTION REPORT l6° —: �p Boring Horizon Depth Dominant Color Mottles Structure GPD /ft g Texture Consistence Boundary Roots I in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench 6 1 -lo Ic C5 kv e 5 5 s Ground '3 elev. Depth to limiting factor L'A_ in. l Remarks: Boring # , 1 d - 10 - 3 1 Z S� PA1 k � s .S E 6 3 y 1 vv� Y� t�,� =�- CS - 1 jk - G F1 i . S. y r��f3 Ground elev. 9 70 ft. Depth to limiting factor _ !LX. . Remarks: C& Name (Please Print) ignat Telephone No. Address Date CST Number PROPERTY OWNER ��z� S-) SOIL DESCRIPTION REPORT Page --?- PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ,Trench �3 - to t i^ti a V-f );:- LS l U � • S Ground X 10 3 1 - PiF7-t\4 SL 6 elev. Depth to limiting factor a-�5 in. l Remarks: Boring # Ground elev. ft. ' Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # : $ j Ground elev. ft. ' Depth to limiting ; factor in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: SBD -8330 (R.9/98) PAGE __OFa NAME 57b�J� -` LOT# /c) LEGAL DESCRIPTION c ISccA,S /FfT.3l ,N,R /KE (or)& SCALE: F'= l C)o BM 1 ELEVATION l 0C) - U BM 1 DESCRIPTION N« .' l .'✓- g ",A,s ,/ BM 2 ELEVATION 10 U- 0 1 K BM 2 DESCRIPTION G SYSTEM ELEVATION ALTERNATE ELEVATION CONTOUR ELEVATION J5S. 8y r 41.e s ( k,� cy� n SIGNATURE '� / ---DATE ST CROIX COUNTY SEPTIC "TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer "X Mailing Address ] I.') R O Arch 5 ?R ST Property Address Vr (Verification required from Planning Department for new construction) City /State ���tv�.�,� Parcel Identification Numbe aoo -�®' Cab 0 LEGAL DESCRIPTION Property Location ! /�, ' /�, Sec. �_, T_3j_ &R_IL@, Town of ST P Sub,. R oL_ G_ tc O AkS Certified Survey Map # �! , Volume Page ff � - Warranty Deed Volume � ,Page ft b Z-� Spec house 14 yes ❑ no Lot lines identifiable& yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the syste7 can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. SIG ATURE F APPLICANT DATE: OWNER CERTIFICATION I (we) certify that all statements on this form arc true to the best of my (our) knowledge. I (we) ant (are) the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. i,-, q_ - � � A� I — / 12g/o SIGNATURE OIA APPLICANT DATE ` * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. *` Include vvilh this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed 10/09/01 TLTE 14:12 FAX 715 386 4687 REGISTER OF DEEDS 11005 • d STATE BAR OF WISCONSIN FORM 2­1998 WARRANTY DEED��''`�� KATHLEEN H. WALSH q Doa,msM Number .... !s � i ' R OF DEEDS f;_ S7T. . CROI CRAIX CO., WI ..... ,`-Q_ RECENED FOR RECORD 'I This Deed, made between RTCHAR n smnrT'P ,r,ri Tn r.T c arn O.uT.,.. __ 10-45 -2001 3100 pp hu +ban . .and w. es ii VARRANTY DEED Grantor, EXEMPT I and M _ A r TNC CERT COPY FEE1 r = COPY FEE1 - TkO11SFER FEE: 117.30 RECORDING FEEL 11.00 Grantee. II PRGESt 1 j; Grantor, rvr a valuable cons;da•atlmt, conveys and warrants to Grantee the following ' described teal estate in St _ rroi Y --County, State of Wwonaln I! t nernrreng Aron li , Plat of Rolling Oaks 2, Town of Star p ( rairie, St. Croix County, Wisconsin. NamamdROlumAdora�ea ,1 �, t'►udSotil Wf ' 4 038- 1200 -70 -000 I Parcel Identification Numbef (PIN) 4 This is not homestead property. II (is) (is not) I i � I I I ii l , II t Excoptlonstowerrantias: easements restrictions rig hts—of -way r 9 y aril Covenants I; of record. , Dated this — th day of Onto,., 2001 �! it L� +(J�, Richar O. Stout � (SEAL) Janet P. Stout - „ (SEAL) ( SEAL ) S `I AUTHENTICATION ACKNOWLEDGMENT it Signature(s) State of Wisconsln, if } ss. St. Cr JJJ i, .. Cotuuy. authenticated this day of Peaonally came before me this _..._ $th da y of 2001 .. the above named •._. RiChard an�c �0, S tou t Janet P. ; Stout - TITLE: MEMBER STATE BAR OF WISCONSIN w Qr not, me known to be the pen on 6 who exocuted the foregoing I, ii suihotiad by N706.06, Wis. Stats,) tJStrument and acknowledge the same. CH ERYL JACOBS EN THIS INSTRUMENT WAS DRAFTED BY Notary Public u State of Wisconsin , Janet P. Stout 1353 A Hudson, WI 5401 6 Not�.r �n= My commisslon is permanent. 0f no stn expiration date: (Signatures may be authenticated or acknowledged. Both are not _ -) necessary.) j • Mamas of pe,yaro siYniryl in any rapaciry mum be Wpcd or printad below tivir grgtun. it ii WARRANTY DEED STATE FORM 11COB SIN wwcons,n Lega S'wk co., Im ! MtlweuKee. WN. I i Il Z4 /T 60.� -IGH P WATER LINE WETLAND I L.—. AL W. \a. 038.q L as 2.00TACR N C. S. M. IN 1.101 eo V. -- — -- -- — — — — a;��WETLA 0 13 do 25 3.009 ACRES / \ / 6 S;0Ww W- M31• Fr,,/ - 134,97480 116,04' 4fto VOL. 14, PC.3838A D "i s k 1 0 1 * He 9-j" — — — -- — — — — — 1 1s Or ' 24 1.067 ACRES rl,974 90 FT % lk f6 23 1.937 ACRES 89 E 375.44, 1.515 Rile $4.374 80 PT 00 Fr fl 33. ,ocr 666.1 m 22 2.084 ACH rT 10 4 gone 1.577 ACRES V d& • 00,705 60 Fr - —1 1 E•r les-so. Kp-. .4 ♦ 0 "IN P.q. I--,' 41• a 333.3' ff.V.Z.- - �j 17 80 2.1147 ACRES CON ACRES 0, 2.417 ACRES 'T."7 so A so 8: - so Fr 0"2 x w "0.27• el.geom so Fr Is"T 200.04' I IF 7 �L � z lb 1.526 ^CA S 4f ea., 60 Fr 19. 6r6973'1 ,r E 312. 1.x741 z I-E E W 20 *$.a" So I r 21 041.0 1.470 ACRES 1.0641 ACRES 8 ",411 SQ FT 1,14*09 so 6 *AI I ACRes 1 § 1,403 ACRES S WO.S24 00 Frr L 0 ' mo -- Tbo DEDICA D THE PUBLIC r441"WIIrW4143.741' 4 N 89*37.1 W 1452A9' 21 0TH AVENUE U.S.*'*. "T% m OF 1929 -- 7 NAN. 201h 16 15 1411 AV 13 18 2lgLh_ M 2101h AV 2101h A, ZD PA MIh AV �A 20 2000, M �tt LS 19661 Av 0' All 2 D' 5 26 25 28 27 30 .2. 192nd M I'll " ' 1 h ) %Mom 001 M A . _ 3 34 32 18411111 18 , oth_A� C&NW . 70k— 4 Sce Pate 59 lW h i I s a s b rb a S IN!; RHINHI HH51101 d o •¢� a ,�� tt t r 1000, !fill .001 . / P40? a a s H °I o il ( N � NIB A -got - I � I �.�� it a ,,. I " IM to: 33 ��3 i E r e� $ r s a lit I et ft ffl REM O THE�=�� NG -TERM ACCEPTANCE RATE '>NNFO en rnisuipiderstood soil characteristic is the key to r prQ of ft" -tive onsite wastewater treatment systems L By Boyer E. 11111loc6meier. Ph.a.. RE. F What Is this long - thins effluent to the very top, it no longer case. The system also wouldn't be doing codes do not gfwe not enough recognition term acceptance will accept more effluent. Nothing could a very good job of sewage treatment with to the sidewall effect. rate that I have be further from the truth. Liquid contin- a flow this fast. read about? What ues to flow through the biomat and into As can be seen from Table 1, the long- Evaluating new meths does it have to do the soil at the longterm acceptance rate. term acceptance rate of the soil that has a In recent years, many new media with the operation of a septic A drop box at the head end of this trench percolation rate of 30 gallons per square have been developed for the gravity dis- system? directs any excess effluent to the next foot per day is 0.60 gallon per square tribution of effluent. The developers of trench, foot pe r day This is how effective the those media need to establish how much The long-term accept- biomat layer is in slowing down the flow ance rate doesn't have Soil- specific rate of effluent into the soil. And so the soil AID much to do with the A longterm acceptance rate really treatment unit must be sized on a rate of it is uafwlntsate that many operation of a septic can't be stated for a particular trench, 0.60 gallons per square foot per day. If we ind)Wduals do not understand. system. It has a lot to do with the design since there are many trench shapes and don't base the area of the soil treatment and sizing of the soil treatment unit of an sizes. But a rate can be stated for the var- unit on this value, there will be sewage or do not twant to accept, the onsite treatment system. ious soil textures. Coarse soils have faster surfacing or barking up. concept of the long -tars» The longterm acceptance rate is tong -term acceptance rates than fine. acceptance no& A fairly used to describe the amount of sewage textured soils. The longterm acceptance Sizing the Sod Treatment Unit common misund'e/stendlng tank effluent that a soil can treat on a con- rate is usually expressed as the number . The problem for the designer of the is drat when a trends contains tinuous basis. When a soil treatment unit of gallons of effluent per day that a square soil treatment unit is to determine the is new, effluent will infiltrate into the soil foot area of soil can accept and treat on a area of the distribution medium into effluent to the vory top, K fairly quickly. As more effluent flows into longterm or equilibrium basis (Table 1). which the sewage tank effluent will flow no homer will accept more the soil, a biomes layer forms and the flow effluent Nothing could be slows down to a rate that is called equi- furdrer frtom yin trtrtb. Ibrium. At equilibrium, the soil treatment unit Table 1. Long Term Acceptance Rates of Soils will be able to treat a certain number of gallons of effluent each day, day after day. Soil Texture Percolation fiats long Tent Acceptance Rate soil area will be exposed to the effluent. When the system is in equilibrium, the The long -term acceptance rate from soil treatment unit is treating as much (mlo /lurch) (gallons p er sq. ft � Table 1 will need to be het to this soil effluent as is can. It will continue to treat Sand and Gravel Faster than 0.1 Soil too coarse for treatment area. Unfortunately, marry of these Bevel- this much effluent on a longterm basis. Sand 0.1 to 5 1.20 opers base the performance of their This then is called the longterm accept Fine Sand 0.1 to 5' 0.60 product on a percentage of the required ance rate" of the soil treatment system. Sandy loam 6 to 15 0.79 area of a gravel -filled trench. This is not a i loam 16 to 30 0.60 proper procedure, in my opinion. Cothhtthon m* J_ Silt Loam 31 to 45 0.50 It is quite simple to test the longterm Let's take a look at a drainfield trench C Loam w r OAS Clay acceptance rate of any distribution medi- — an excavation 24 inches deep and two S Sll ower than BO Use Sewage Treatment Mounds or um. All that needs to be done is to direct Akemate Systems to three feet wide corral all of the tank effluent to the first trench in ' 18 inches o f trench rock, 3/4 inch to 2 1/2 inches in 'For soils having more than 50 percent of very fine send by weight, plus fine sand hav- the soil treatment unit. A water meter size. The top of the trench rock is level ing a particle sae range of 0.05 millimeters (sieve size 710) to 0.25 millimeters (sieve sae located to measure all the water that throughout the length of the trench. The 60), the long term acceptance rate is 0.60 gallon per sq. ft per day. flows to the sewage tank can easily meas- rock will be covered by six inches of " _ - tre the total flow of effluent. topsoil that has a Vass cover. When the first trench cannot treat all As tank effluent enters this trench, To give some idea of the amount of For a gravel -filled trench, some codes the effluent, the extra will flow to the which might be up to 100 feet long, the slowdown of the flow of effluent into the specify using only the bottom area, second trench. Here, a small pump with treatment process begins. A biological soil, let's look at a percolation rate of 30 while others consider only the sidewall a cycle counter should be located. The slime layer, called a biomat, forms on the minutes per inch for a loam soil, as area. gallons pumped for each time the pump trench bottom and trench sidewalls. shown in Table 1. This is a drop in the Actually, both the bottom and the runs must be measured. Then the When the biomat is fully developed, percolation test hole of 1 inch in 30 min - sidewalls will absorb and treat effluent. number of pump cycles is used to deter - it will control the flow of liquid into the utes, or 2 inches in 60 minutes, or 48 That is why sequential distribution should mine how much effluent is flowing from surrounding soil profile. Flow of effluent inches in 24 hours. be used in a soil treatment unit where the the fast trench. This value, when sub- continues through the biomat into the soil If a 484nch -high column of liquid can effluent flows by gravity. All of the soil in traded from the total effluent flow, will and the entire trench comes to an equi- percolate into one square foot of sod, this a trench, both bottom and sidewalls, tell how much effluent the first trench is librium, as described above. is 4 cubic feet of water going into that should be exposed to effluent. treating at equilibrium flow. This will be It is unfortunate that marry individuals square foot each day. Each cubic foot of Some codes that use the bottom area the longterm acceptance rate of that do not understand, or do not want to water is 75 gallons. The now rate into the for the values in Table 1 will give a reduc- particular distribution medium in that accept, the concept of the longterm soil would be 30 gallons per day per lion in bottom area for additional side soil texture. ■ acceptance rate. A fairly common misun- square foot. One wouldn't need a very wall area. Such codes do recognize the derstanding is that when a trench con- big soil treatment system if this were the sidewall effect. In my opinion, most O n l ine STAY OUT OF WASTE PITS A person should never enter a waste pit or tank without taking adequate precautions, getting help from professionals, and observing safety regulations This feature in Pumper reports note- it had been a year. He was new decomposition that naturally happens in paid the ultimate price. Also make sure worthy conversations that take place in and didn't know himself how a non-aerated pit containing organic mat- that when you agitate standing septage Pumper Discussion, an email based often it should be done. Then he ter is anaerobic and results in the pro- you are not standing over the manway forum for industry professionals spon- took me outside the plant to duction of various gases. Hydrogen sulfide levels reach 6,000 parts sored by COLE Publishing, where there were six huge in- The one of most concern is hydrogen per million in 24 hours when the waste Pumper Discussion enables exchange ground separating tanks. It sulfide. This gas produces the well - flow becomes septic. At over 300 parts of information and ideas on septic and appeared that the water from the known rotten egg smell, but at relatively per million, you lose your sense of smell drainfield installation and maintenance, pit inside entered these tanks low concentrations dulls the sense of and think you are okay trucks and equipment, portable sanita- where further settling and separa- smell so that it may be only momentarily The effect of hydrogen sulfide is to lion, chemicals and additives, and deaden your olfactory nerve (sensor for much more To find out more about smell). At 2,000 parts per million, your Pumper Discussion, or to subscribe, visit HYdmgw sn/1$de Is heaves than air and therefore accuinuAn)w lungs freeze, and you cannot breath. Few www.purriper.com. In the bottom of a pit A person who goes into a pit to scoop it ambulances carry the remedy, amile out'nW be going into an environment where there is /We nitrate, and brain death soon begins. 1 Question: I was recently called out to a oXygW and maybe overwme by the hydrogen sa/ld& There know we lost two men on a windy day when a sudden release of flow from vegetable processing facility to have been far too many cases of people perishing In waste pits upstream arose from a manhole they Pomp out a tank. It actually was were working on. more of a pit. It was covered by a The first, Horatio, pitched into the removable tray that caught the don occurred. The supervisor did noticeable. ft can paralyze the breathing 9- foot -deep manhole and fractured his vegetable cntthigs that were part not know the last time they had system and cause a person to collapse in skull. Michael jumped in to save him and of the processing water. The pit been pumped. The openings were the pit and die. perished hours later. Michael was to be was over 10 feet deep, 4 feet wide only about 12 Inches around Hydrogen sulfide is heavier than air married to his childhood sweetheart the and 8 feet long. It was equipped and did not give much access If and therefore accumulates in the bottom following Saturday. My two sons, who with a float mechanism that atctl. you had to deal with heavy sollds of a pit. A person who goes into a pit to were at the next manhole, found these vated a pump to maintain the on the bottoms, which rm sure scoop it out may be going into an envi- good friends. water level In the pit. When the existed, ronment where there is little oxygen and 1 go around talking to cities and others solids were too high, they clogged I Just got started In the septic may be overcome by the hydrogen sul- in the septic and sewer business about the pump and fouled the float- business In July 2001. This could fide. There have been far too many cases this little -known danger which killed 11 I was able to pump the pit, but be a good account to help me of people perishing in waste pits. men in 18 months in California alone. with much difficulty, as It clogged out, or it could be a nightmare I Do not enter any waste pit without The danger comes with agitation, and my hose several times with veg- am not equipped to deal with. I adequate precautions and assistance can easily be shown to your employees enable cuttings, hats, gloves, wood, would appreciate any feedback from professionals who are equipped o when Peed you take a soda pop can, shake it wires, and anything else the work other pumpers might have on this deal with the hazards. These types of and then release the lid. OSHA and era threw down there. When I got subject facilities are defined as confined spaces, NIOSH consistently insist that their rules to the last 12 Inches I had to jump and there are strict training and prepara. only relate to confined spaces, but acci- down into the pit and shovel the Alfswers0 tion requirements for anyone who would dents can occur outside the confined remaining solids, as they were too I want to issue a word of caution enter such a space. space. heavy to pull up so high. about physically entering pits such as the This Is my question. How often vegetable waste pit. Wastewater holding Editor's Note: Please see pages 121 -125 for should a pit like this be pumped? pits, regardless of the source of the waste, No one should ever get into the tank, information on confined space safety sern. The maintenance supervisor said are potentially lethal. The biological but it does happen, and macho guys have trans at the Pumper & Cleaner Expo. ■ ReffigeratorMagnets $3 - - Ryswx Straight Line Setup FREE! MAGNETS .: • . _ _ ' _ • • _ 1 -800- 282 -6272 t) by: STAMP WORKS - • ' 1640 D Sands Place 1- 800 - 758 - 2743 .. . • .. ': _ . - ton GA s zz5 • . FAx 770.955.2377 Actual Size: 4-1/2" x 2" . • • • - • 'day shipping & speckd . - • .. prices on Econoaty 300 BW • 2 -COLOR IMPRINT • QUANTITY DISCOUNTS _ • ; • • _ VISA . MASTERCARD , AMEX .DISCOVER 4 R unni * ng o �� A drip dispersal system with a chamber backup works well _ on a wooded lot over a shallow water table in West Central Wisconsin A shallow water table was only • A sewage pump on an SE, Prnfoetttatta:s one challenge facing Rich Rhombus timer that delivers .lames Converse of the UW _ Halverson as he designed an wastewater to the aerobic unit. Department of Agricultural Engineering o nstte treatment system for a • A 780gallon concrete pump chain. monitored the system's effiuent quality, three bedroom home near Black River her manufactured by Crest Precast sampling 10 times between 1998 and 2000 Falls in West Central Wisconsin. Products Inc. as part of an effort to test the effective - The obvious solution was a mound • Four 100 -foot runs of Geoflow ness of drip dispersal systems in the state. 1.�liom system, but David and Nancy Puttbrese, Classic drip tubing with emitters The aerobic treatment unit produced Town of Manchester, the owners of the 55-acre, wooded prop spaced at two-foot intervals, treat effluent containing median concentra- West Central Wisconsin erty wanted to preserve the trees, and a ing the equivalent of an 800- bons of 20 mg/I biochemical oxygen room mound would have meant cutting marry square -foot drainfield. demand (BOD), 25 mg/I total suspended 1,500-square-fo of them down. So Halverson, co-owner of Concerned that the drip tubing might solids (TSS); 34 mg/I total nitrogen, 19 343edroorn home Halverson Plumbing, Inc., designed and freeze in winter, Halverson also installed mg/t nitrates, and fecal coliform at installed an aerobic treatment system a backup consisting of three rows of 530/100 ml. Hal verson, with drip dispersal fines buried just six Infiltrator chambers, each 31.25 feet long, Halverson Plumbing, Inc., inches under the surface. with pressure distribution piping placed Maintwumme Black River Falls, WI Since installation in 1997, the drip 12 inches underground. The soil absorp. Halverson performs service on the sift sFinae system has functioned effectively despite tion area measures 280 square feet. A syste►n twice a year'. Maintenance includes: 55 acres the area's harsh winters. its performance 24nch valve in the pump chamber • Checking the solids level in the has been documented by researchers enables switching from the drip system to aerobic treatment tank and pump sib elaarae with the University of Wisconsin the chambers. ing 9 necessary. (Because the Wooded with pond; Department of Agricultural Engineering. trash tank i is mainly for waste water table at 3 feet Installation storage and does not provide TV" of syslwne Sib conditions The installation took two days.. primary Ong, it has required no Mutti-Ro FB05 aerobic The property is wooded and mostly Because the home has a basement drain, pumping to date.) system with drip dispersal level, and it includes a large pond, created the trash tank had to be buried with its • Checking the rate of flaw through 111111111411100111 tl:oste by a dam. Besides the shallow water bottom eight feet below the surface. the filter bags and if necessary, $1$000 table, weakly cemented sandstone lies Halverson dug the trenches for the drip cleaning them with a pressure two feet below the surfam Halverson tubing with a walk-behind trencher. The washer. 450 gallons per day estimated the cost of a mound system at shallow placement of the tubing takes • Testing the high water-level alarm $8,000 to $10,000. advantage of well- aerated surface soil in the aerobic treatment tank and rich in bacteria the alarm that sounds in case the System dWwacitioristics `Ideally, tubing should be laid with a unit's aerator fails. Preservation of the woods — not low slight pitch back toward the pump chain- • Inspecting other components Wisconsin's climate. The bac system cost —was the homeowner's main objet- her, Halverson says. "That was not pos- including pumps, timer, electrical provides assurance of effective treatment tive. Therefore, Halverson chose drip sible in this case because the tubing had connections, and wiring. even in case the drip tubing should freeze dispersal, which required advanced treat- to pass over some large tree roots." A To date, the system has demonstrated in exceptionally cold weather. ■ ment to ensure delivery of clean water to backhoe was used to excavate for the the effectiveness of drip dispersal in the drip lines. The $12,000 system with chambers in the backup system. 450 gallons per day capacity includes: • A 1,000gaflon concrete trash tank O At ttro right, system ; fed by gravity from the home. The trash tank functions almost sole °DmpOM�' from • A Multi -Ro FTBOS aerobic treat- Trait to be* trash t� " h• for waste storage. The timer activates tank. Multl -Flo sao- ment unit with 500 gallons per day the sewage pump at half-hour intervals to bie treatment unit, capacity. send 10 gallons of wastewater from the a Inset the pump tank to the Mukiflo unit. Inside the aero- chamber doses the bic unit, an aerator at the bottom contin- drip sal field uously draws in oxygen while an impeller at 10 gallons per a ~. agitates the liquid. The wastewater then hdf4wtw with a flows through 30 polyester flowthrough PUMP. frfter bags suspended inside the unit. The bags effectively prevent the slipping of solids .through the system and into the drip tubing. Biological growth on the filter bags es aerobic treatment. facilitates Treated water flows from the aerobic unit into the pump chamber, from which it is dosed into the drip tubing at 10 gal- lons per half-hour. The frequent dosing so far has kept the drip lines from freezing except during the fast winter of operation, when grass had not yet grown on the site ° ATD-1 them trom WE- Rhombus and there was no early snow cover. , contimb pumping of Wavater from During that winter, the homeowner shift the tank the trash to Mull -Flo unit. ed the fknv to the backup system. i r � fault. They can't compel you to bring the the severity of the threat to private vehicle in and get it serviced. service contractors from central - If local governments want more ized utWty management? aggressive management, they can make Longwell: I can't believe that some an effort to teach homeowners the pumpers do not yet take seriously the reasons for wanting to maintain their r tat of this threat. le large portion of m ou systems. And they can enact a law that of our state is served by electric croopera- compels compliance though installation, fives, and these are areas with a prepon- TM' inspection, repair and maintenance by derance of onlot systems. If an electric r r certified professionals. coop decides to go into our business, if r Local governments at the county, they hire a guy or two and buy a guy or town and tribal level have to be willing to two out, that doesn't leave much for the 1'he take ownership of programs that mandate rest of the independents to do. dJ*r system management. Elected officials must stand up in front of their residents Pumper. What should indlvid- Ug lrtwelghtMathiW and say, 'This is our program.' And then ual business owners do to have an 6uaroe1110 ed 10 MIX UP they have to follow through. In no way Influence on the question of utWty Septle 1tifl and does more aggressive management management? grease 'f�apsl require the involvement of utilities or gov- Longnred: They should go to their ernment employees as service providers elected officials at the lowest unit of gov H110 sped rafa0 nets dw asst 1 1 ernment and say to those officials. 'It is in E sad rewows solids rrOM off the bottai Pumper do you think everyone's best interests for these sys aF ft tank into a meal lam centralized management would tems to be maintained, that only qualified S • l3sM teW and proven m mbc a affect effldency and cost- effec- people do the maintenance, that it be Y mweem tank r 5 arLmus err lee - OAK appaoc 15 a h"n to mats a ttveaess7 done as affordably as possible, and that a 5011410.000 Vd- Wm trap i Longwell: Whenever you get an program be crafted that ensures free T extra party involved, you get extra cost. enterprise will be sustained.' They should O • Standend Utilities are not in this to break evert. support a program in which every system 80, sfwR on 2 blade They see this to some degree as a fund with more technology than a concrete U and 34dade pmpek ing scheme. To justify drat, they have to boot has an operating permit as well as a S . G+et for Wsowng W LL' C. add value. it appears that they would be construction permit, and in which the E rsstaeraet greeeo traps 13667 Merkhn Ave. N. doing things lr7ee billing and scheduling, homeowner must demonstrate that the sad ar waNr pR+ Mondcelo. MN 55362 neither of which are ue of rs maintained The No mars back tlefdq �■'� le n aspects system being properly err on your Fmc 78.2299 the overall job. Independents already do way to do this is through an accredited scheduling and billin& program that trains and certifies proles f%Mfr P" sionals to perform the inspection and •Saves time ad een" '/ M2M Pumper How would you assess maintenance functions.' ■ THE GREASE TRAP & SEPTIC TANK AGITATOR s T E R L I N G T R t/ C K 3 WESTERN STAR TRUCKS' LET V&H BE YOUR PUMPING PARTNER COMPLETE FINANCE & LEASE OPTIONS AVAILABLE I � ` I f 2002 Sterling M8500, Cat 250 hp, 6 -spd. AC, doff. lock, 20o2 Acterra M8500, 250 Cat, & spd., AC, doff Iock._ 1995 Ford LN8000, Cummins 83 liter diesel engine, 2500 gal. tank, WE 360 Challenger pump, 2300 gal, tank, Jurop pump. 6-spd, dif. . lock, 33K GVW, low miles; 2300 gal. 2 -3' intakes, 4• dump, toolbox. :Imperial tank, Jurop 8260 pump, 3' fifi, 4' dump, I 0 site Online 0 A Wisconsin county's Internet -based compliance tracking technology points to the future of management for onsite treatment systems and holding tanks By Ted J. Rulseh he work day is over for Matt Alft the same data, helping them to monitor miles with 75,555 population. Holding records were kept by different county and of Garrison Septic Tank Service. usage of state- permitted land application tanks and advanced onsite treatment state agencies, and crossreferencing was After parking the truck, Alft sits sites. systems are common because of the next to impossible. Reports on system down at the office computer, It's a program that may represent the county's slowly permeable soil condi- installations and maintenance came in visits an Internet site, and enters informa• wave of the future. For now, Wood County tions, making large areas unsuitable for from various independent contractors in tion from the past three days of servicing is a pioneer in using Intemet -based data conventional septic systems. different formats, creating a burden for holding tanks in Wood County, Wis. management to monitor waste system Greuel, an environmental specialist already overworked county personnel. Other local pumpers do the same. The paperless, online reporting system Meanwhile, at the county courthouse has solved those problems. The in Wisconsin Rapids, Duane Greuel can -/ see more positives than negatnres. It was a Bide hard to use Carmody Waste Recording Service, sup. visit the same Internet site and track corn- at first They have been constantly refining it, and pumpers who plied by Carmody Data Systems, Inc, of pliance with county regulations that mart DeForest, Wis., required no county date maintenance of holding tanks. With are less computer /iterate had some di/ficulty. But anything new investment in hardware or software. It a few mouse clicks, he can check up-to. easily bugs that need !O be worked out They've !tied to keep the easily collects and sorts information date, reaWme information on: system simple, and the updates they've made have been entered by pumpers, who need just 30 • Which systems have been pumped, improvements. ~ minutes of training to use the system. and which are behind schedule. G Sept Task Service "The system operates in real time," • Who pumped each system, and says Scott Carmody, vice president of when. research and development for Carmody • How many gallons were removed, maintenance. At present, the county uses with Wood County Planning and Zoning, Data "Once the data comes into the • Where the material was disposed, the system only to collect maintenance reports that the Internet -based tracking system, we know which tanks have been whether on land or at a municipal data from 2,000 holding tanks. However, system has helped ensure compliance pumped and where the waste went." wastewater treatment plant. Carmody Data Systems designed the pro- with the county's holding tank regula- A click on a holding tank permit num- • Whether holding tank waste is gram to record maintenance events for tions. It also has been relatively simple for ber opens a complete service history. being properly treated before all onsite systems, including advanced the county staff to implement and admin- The system "red flags" tanks that may be being recycled bark into the envi- systems. ister, and it has been well accepted by out of compliance and can generate ronment. area pumpers. service notices to be mailed to property In Madison, the state capital, A simple solution Significantly, it has centralized owners whose tanks are overdue for Department of Natural Resources officials Wood County, in the center of records on the installation, upkeep and pumping. and other regulatory agencies can view Wisconsin, covers some 800 square compliance status of holding tanks, and on the disposition of pumpings. Pumpers aC*st Previously, different components of those Alft, of Garrison Septic in Wisconsin Rapids, adapted quickly to the system Reported fielding Tank Waste pwnped 3,000,000 1IftN comely, VII - 3004 ra zero.000 r,ar rw • " " • ,.. ZIMEAM 0 Jon F.0 MO Mr MM Jun JW /ny an Od !:ter• x Wood County records show an upward trend in pumpings from holding tanks. Duane Greusl of the w j` county's Planning and Zoning Department attributes that trend to better compliance, one of the benefits of the county's Intemet4weed monitoring system. Matt Aift is among Pumpers using the Intemet -based monitoring eaters data into the system system. m a day of serwcing "r K { holding tanks. The county's system is also designed to reowd advanced mai events for onsite treatment systems, I ng systems and conventional septics www.purnoer.com PUMPER - 44 - Jaraunm' 2002 Since 1979 Cwmo* - WeMe Recwdlq *WWOM Red Reg Summary StOILK —12meam . YY'• Ltifi44 I, �7AH , lYY . • r fUCYffY•'•1 w. — 'r r i•w v ._ lire_ r r; •w: wi•. ail« _ �rrrrdrrr•..."rr•wwr• i ,w, w; .•r: worn« • • L � 1 ( 7 t + t ; ' r al l i ww .Mal• • • • ' - .w +•fi•avvrn°aty^Atr'•1ta+N►tve - ...- _.___..._ s, .,_– __ - - ,. �_� w w v •err j� s • w . .r aa eir and expects it to benefit pumpers, "For the most part, fm looking for - us there may be more problems with Lion meetings and hearings, as well as especially in the long term. "1 see more ward to that,' says Afft. "The key is to get improper landspreading. failed septic sys- ongoing discussion with key stakeholder positives than negatives," he says. "It was all the ficensing jurisdictions to 90 along terns and improper holding tank waste groups like the county towns association a little hard to use at fast. They (the and accept this system Right now, in my disposal than the county health depart- and local liquid waste carriers, notes county and Carmody Data) have been basenent, I have six or eight bo= of ment knew about." Greuel. constantly refining it, and pumpers who pumping records that I have to hold on to. The county has signed a seven-year "From day one, when we started this are less computer literate had some dvffi- In the future, with pretreatment and septic contract with Carmody Data. lb cover the project, we worked closely with the state culty. But anything new has burgs that system reports all on one database. need to be worked out. They've tried to maybe I won't have to save those things keep the system simple, and the updates anymore•" .By and lam dw W h o OPT t system are the they've made have been improvements•" At Rural Septic Service in Stratford. wobt ars _ those who here scmeowg go hidl, The generad Alft keeps paper records in the truck Pam Fslinger, who owns the company as he pumps systems. Generally, he with her husband Rids, is not convinced Palotic vade�tands that this system is irecessary and beneficial enters a w days' worth of data at a time the system saves time. " Before, at the end to the public health." Le Duane Gruel into the county's system. For tanks of the year, I used to just fill out my annul Wood County Planning Fir Zoning already set up on the system and assigned al report and away I go," she says. "Now, 1 -- a permit number, the data entry for a 1 have to physically take time out of each week to enter the Information. In a way, it doesn't make a lot of difference." cost of operating and maintaining the liquid waste carriers association," he From the county's perspective, she electronic reporting program, the county says. "We bent over backwards to gain At Pint the county uses does see the system helping to improve assesses the owner of each holding tank the support of the industry." Because of the system only to monitor enforcement. "It allows the county to a one-time $20 entry fee and a $3 per the outreach, while support was not some ZOOO holding tanla" trade tank owners to see if they are doing month service fee, billed annually at $36. unanimous, most property owners and Horvww future plans anti things legally or trying to sneak by," she The system is also useful for real other involved parties have bought in. for Ong it to advanced W. estate agents and banks who want to "By and large, the people who onsile t rsatment Systems, and check on holding tank ordinance comph- oppose this system are the violators — eventua/ly to conventional Pushin conpGancs ance as part of property transactions and those who have something to hide," says septic tanks. Wood County approved the Internet mortgage approvals. Those professionals Gravel. "The general public understands based trail king system in February 2000 can use the system for a $25 annual fee. that this system is necessary and benefi- as part of an ordinance amendment that Analysis to date indicates the system dal to the public health." allowed the Planning and Zoning is serving its purpose of increasing com- Where pumpers are concerned, says service event takes 10 or 20 seconds. It Department to regulate holding tanks pliance with the holding tank regulations. Greuel, "The pumpers who are using the Woes "a couple of minutes" to set up a new under a single reporting program The In a spot -check with three waste haulers system now like it. The good business tank or to make necessary changes when electronic reporting system itself went in the county, Planning and Zoning staff people know the advantages of the a property changes ownership, Alft says. online in October 2010. found holding tank pumpings up by 43 system It is going to increase compliance The Internet-based recording system Greuel notes that holding tank eom- percent from 1999 to 2001. Greuel expects with the holding tank regulations, and eliminates the quarterly, semiannual and pliance had been a major concern in the that increase to continue at a similar pace that can only mean an increase in busi- annual reports Alft previously had to file county for several years. One spadieck for the next two to three years. Overall, ness. with the county on holding tank service, of holding tanks performed by Planning pumping reports for the fast half of 2001 "In addition the system helps the Alit adds. "Before, we had to go back into and Zoning found a 66 percent differaice were up nearly 42 percent from the previ- pumpers get their businesses more on the old invoices, collect the data, and fill between holding tank water meter read- ous high year of 1999. track R helps them see that they are part i � f out the reports by hand," he says. He still ings and actual gallonage pumped from of the process of public health and public files yearend reports with the state tanks — indicating a significant amount of Gaining OccGlybums protection." ■ Department of Natural Resources but can illegal di sposal. Before embarking on the system, the envision that task ending, too, as the The staff at the Marshfield Clinic ('n Wood County Planning and Zoning staff county expands its system to .cover nearby Marshfield Wis.) was able to Pre did extensive community outreach, advanced treatment units and conven- dict an increase in cases of viral diarrhea explaining the need and answering ques- ra ins," .says told lions. The effort included public inform&- • floral replies. after heavy . �� Puirret - 45 - JANuAw 2M Since 1979 AO ijeneve it, Ut Threa PSMXs Gil Longwell believes utility management of onsite systems will mean less business for pumpers and lower- quality service for homeowners by Ted Rulseh � S here are two sides to every story. competition. What we have seen in other that's going to be easier than parceling In last month's Pumper interview, industries is that where a monopoly is the work out to Company A, Company B Scott Drake of East Kentucky created by government intent, prices go and Company C. Human nature says they T Power Cooperative spoke of the up, service quality goes down, and cus- will prefer one -stop shopping even if they - idvantages of having utilities, such as tomers are less satisfied. have multiple approved vendors. So y oral electric cooperatives, manage Pumpers in Pennsylvania take the some pumpers are going to prosper and )nske wastewater treatment systems in whole issue of service very seriously. many are going to be hurt. .ertain situations. When a good pumper goes to excavate a =' Centralized management by utilities tank opening, he spreads a tarp on the Pumper. Some utilities have ! - or "third -party providers") is exactly ground, carefully cuts out the turf, piles said they have no plans to service►, vhat the U.S. Environmental Protection the excavated earth on the tarp, and gains Individual homeowners — only d \gency advocates in two of five model access to the tank. When he's done, cluster systems, homeowner also- z= )rogtams under its proposed Guidelines everything is put back in place, and the ciations and sanitation districts. or Management of Onsite/Decentralized signs of disturbance are minimal. No soil What's wrong with that? f Mastewater Treatment Systems. is left on the site. If he doesn't do that, he Longwell: Why should they get the Gil Longwell may never do business with that home- cream? Those are the easy, profitable owner again. In the case of a utility jobs. At any rate, for pumping 20 tanks in - f utility crews are serving monopoly, where is the incentive to pro- one day in a small area, there is no rea- massive utility outage? Will the onlot sys- loth septics and the electric vide that kind of service? son why a utility is a better choice. tems be a lower priority? And if so, where rstem, which will get the Utilities that want to focus only on the does that leave the homeowners who workers' time when there is a Pumper: Utility represents- relatively new systems and on concepts have critical problems with then systems? fives have said they have no inter- such as clustered systems, or those with Furthermore, onlot systems are massive, storm - related utility est in owning pumper trucks or active technology that requires routine becoming more complex. Historically, lutage? Will the onlot systems keeping people on staff to service service, are missing the point. The great- pumpers have maintained the concrete he a lower priority? And if onsite systems. What has been the est need is to bring the millions of exist- box. Newer systems involve more than a ;o, where does that leave the experience in your state? ing systems into a maintenance and man- concrete box. Many of today's drip irriga- iomeowners who have critical Longwell: The track record here in agement program. These are the systems tion systems are computer controlled. problems with their systems ?" Pennsylvania is not especially good. In that for so long have been ignored by Independent contractors have been will - one case, a rural electric utility coop was their owners. These are the systems that ing to acquire the skills they need to take Gil Longwell working with the state to get approval for prompted all the interest in maintenance on the more technical, engineered Sys a recirculating sand filter system. When and management. These are the very tems. Are utilities willing to do likewise? they got the approval, they bought a land - Proponents of utilities say that cen- scape business, which is now doing the ralized management will lead to more work of installing those systems. They "Whenever you get an extra party involved, you get extra cost ... eliable maintenance and better protec- bought the resources to do the work in- It appears the utilities wou be doing things like billing and ion of the environment. Others believe house, in spite of their stated intent to scheduling, neither of which are high - value aspects of the ) npite system management is best left to subcontract the installation work. overall job." )rivate enterprise — the professionals I know of one pumper in northwest- vho have been installing and servicing ern Pennsylvania who was approached >ystems for many years. by an electric cooperative representative 1 can't believe that some pumpers do not yet take seriously Gil Longwell comes from the latter who was saying, 'Wouldn't you rather the magnitude of this threat -" school. As executive director of the work for us?' They're offering a secure Gil Longwell 'ennsylvania Septage Management position with regular hours, good pay and association, he has led development of good benefits — and without all the hassle xtensive training and certification pro- of owning and operating a business. systems for which utilities are apparently Pumper. The EPA wants onsite ;rams in onsite system installation, trying to avoid responsibility. systems to be managed more inspection and maintenance. Longwell is Pumper: If utilities do not take aggressively. The perception seems ilso a Pennsylvania Department of the work in -house — If they in fact Pumper- Do you perceive that to be that the status quo isn't 7nvironmental Protection certified contract for service with existing utilities are qualified to manage working — that too many systems Sewage Enforcement Officer. He shares businesses — how does that hurt onsite systems? are going without maintenance. nis thoughts on utilities in this month's pumpers? Longwell: It is by definition an area Wouldn't centralized management Pumper interview. Longwell: Let's say you have a of expertise that's foreign to them when help correct that? county, or a service area with a thousand you see the word "electric" in their cor- Longwell: I fully agree that we pumper. What's wrong with square miles of territory. A utility is going porate name. They will have a rather need more aggressive management for having utilities manage onsite to get bids and set up business relation - steep learning curve. I'm sure they could all onlot systems. But it isn't the pumpers' systems? ships with perhaps three or four pumpers locate on staff or hire the appropriate fault when people don't call for service. Longwell: Utilities tend to be to service that area Suppose that in a personnel. But that's not the only issue. That's the homeowner's responsibility. monopolies. By definition, a monopoly given week they need 30 tanks pumped. If If utility crews are serving both sep- It's the same as if you were driving a car ias no competition. Septic pumpers work they can do all that with one phone call, tics and the electric system, which will around with blue smoke pouring out of in the free enterprise system with lots of fax or e-mail to one service provider, get the workers' time when there is a the tailpipe. That's not the repair garage's 1 vww.oumoer.com PUMPER - 20 - JANUARY 2002 Since 1979 fault. They can't compel you to bring the the severity of the threat to private vehicle in and get it serviced. service contractors from central - If local governments want more ized utllity management? aggressive management, they can make Longwell: I can't believe that some an effort to teach homeowners the pumpers do not yet We seriously the reasons for wanting to maintain their magnitude of this threat. A large portion y systems. And they can enact a law that of our state is served by electric coopers compels compliance though installation, owes, and these are areas with a prepon- inspection, repair and maintenance by derance of onlot systems. If an electric a a a certified professionals. coop decides to go into our business, if Local governments at the county, they hire a guy or two and buy a guy or town and tribal level have to be willing to two out, that doesn't leave much for the 'T" take ownership of programs that mandate rest of the independents to do. _ �lr�b�• system management. Elected officials h A1a�hine must stand up in front of their residents Pumper. Wbat should individ- and say, 'This is our program.' And then ual business owners do to have an Guaront+eed TO Mix Up they have to follow through. In no way Influence on the question of utility Septic 1il and does more aggressive management management? finesse 1hOps! require the involvement of utilities or gov Longwell: They should go to their ernment employees as service providers. elected officials at the lowest unit of gow asrteoba ban tis aos ; ernment and say to those officials: 'h is in A &W tasa � i so&k *rt off the tatme Pumper. How do you think everyone's best interests for these sys of to teak kse a OW low f ons : centralized management would term to be maintained, that only qualified S • Field toad and proven to attic a affect efficiency and cost- effec- people do the maintenance, that it be Y resideelial task in 5 Wastes or ba - tivenese<? done as affordably as possible, and that a talm appm15 arsetes to agitate a 500Q111,660 gal- pwe trap Longwell: Whenever you get an program be crafted that ensures free T extra party ur olved, you get extra cost. enterprise will be sustained.' They should O . Standard Utilities are not in this to break even. support a program in which every system f16' shalt on 24AWle They see this to some degree as a fund- with more technology than a concrete U Wad 3 -blade pmpsfbr SCRM ft ing scheme. To justify that, they have to boot has an operating permit as well as a S • Greet for breaking up MV696M add value, It appears that they would be construction permit, and in which the E rerrasaas > 13667 Meridian Ave. N. doing things hike billing and scheduling, homeowner must demonstrate that the sad ear" Mu Marftek MN 55362 neither of which are highvalue aspects of system is being properly maintained The No Ware had lbsfiq 763.879 -M the overall job. Independents already do way to do this is through an accredited Or your E c763- 876 -2299 scheduling and billing. program that tram and certifies profes- sionals to perform the inspection and ' Saws tan am many &2M Pumper. How would you assess maintenance functions." ■ GREASE & SEPTIC TANK AGITATOR rw &© S - r f—= R L I IV C3 mill T R of C K S WESTERN STAR TRUCKS" LET V &H BE VOUR PUMPING PARTNER COMPLETE FINANCE & LEASE OPTIONS AVAILABLE it A e / • JJ • • T �i 2002 Sterling 1018500, Cat 250 hp, 6-spd. AC, diff. lock, 2002 Acterm 1018500, 250 Cat, 6 -spd., AC, dif. .lock: 1995 Fad LN11M, Cummins 83 liter diesel engine, 2500 gal. tank NVE 360 Challenger pump, 2300 gal. tank, Jurop pump 6-spd, dihf. kxk, 33K GVW, low miles; 2300 gal 2 -3" intakes, 4" dump, toolbox` '; Imperial tank Jurop 8260 pump, 3' fill, 4' dump. • • Safety and Buildings y 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 vseons�n www.commercestate.wi.us/sb r. www.wisconsin.gov Department of Commerce Scott McCallum, Governor Philip Edw. Albert, Secretary February 21, 2002 CUST ID No.223760 : POWTS Inspector ZONING OFFICE JOHN F SCHMITT ST CROIX COUNTY SPIA 616 150TH AVE 1101 CARMICHAEL RD SOMERSET WI 54025 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 02/21/2004 Identification Numbers T ransaction ID No. 709210 SITE: Site ID No. 641315 M &g Inc / Mike Germain Please refer to both identification numbers, 2112 81ST St above, in all correspondence with the agenc Town of Star Prairie St Croix County SW1 /4, SW1 /4, S18, T3 IN, RI 8W Lot: 22, Subdivision: Rolling Oaks FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 830099 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: • The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the 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.01 /O1) and the 'Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD- 10706 -P (N.01101). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the Mound manual, and section VI of the pressure distribution component manual are complied with. A copy of this letter including instructions and information relating to proper use and maintenance of the system must be given to the owner and each subsequent owner upon completion of the project. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • Access to the filter for cleaning must be provided per Comm 84 product approval conditions. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required • Per manual sited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. - JOHN F SCHMITT Page 2 2/21/02 • 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). In addition, 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. • 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 83.52(3) The activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the 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 • The changes made to this plan on 2/21/02 by this reviewer were acknowledged and approved by the system designer. 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. All permits required by the state or the local municipality shall be obtained prior to commencement of installation, operation or maintenance of the POWTS. 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. Sincerely, Fee Required $ 175.00 r Fee Received $ 175.00 Balance Due $ 0.00 r Charles L Bratz POWTS Reviewer II , Integrated Services WiSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday cbratz @commerce.state.wi.us