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HomeMy WebLinkAbout038-1239-34-000 0 ° / ƒ k) e � . yƒ{ z E z C &@ \ 8 f \ (& f. 9 e\ k E \/ A Z\ # 2 c 2 n E_ § 2 § % t g ® & \ M. \ k f E S 2 G@ s R m < m 6 co = a E ( E \ { ° \ 2 [ § % a Z $ \ § f ¢ ® 0 C \ $ }\ Q — ch \ \ k \ r / ® z o o � { / k 2 � 0 \ƒ 7 2 7 7 k 0 § ) \ N \ / § m \ & § { .. .. $ / =g $ §o e {\ \ \- � co §% / -1 � \ z 00 A 2 G Cl) % \ $ � E > JCD 0 CL § \ ! \ z \ % \ w $ 14 2 " M ± \ M & » . r \ \ } % § « \ k Wisconsin Department of Corgmerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division • INSPECTION REPORT Sanitary Permit No: 4. 463404 0 GENERAL INFORMATION (ATTACH TO PERMIT) tate Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. , / = �s • �� Permit Holder's Name: City Village X Township Parcel Tax No: Grand Properties L.P. I Star Prairie, Town of CST BM Elev: f Insp. BM Elev: BM Description: Section/Town /Range /Map No: c� CD'b r z PC 17.31.18. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Z:� Dosing � p�, Alt. BM Aeration � v Bldg. Sewer I Holding St/Ht Inlet 1� a�j S`j•%6 r � TANK SETBACK INFORMATION St/Ht Outlet r I �'oD• yS TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet �• y Septic I Dt Bottom 215+- X50 1 - - -- 13•U° 4 EE 2l•L� 'A? ig Dosing I I f Header /Man. Aeration Dist. Pipe L1 - 4< I o2 �D I Holding Bot. System S, �� . 3°1 1 °Z •�� Final rade \ PUMP /SIPHON INFORMATION Manufacturer Demand St Cover Q I GPM OS I [ Model Number kSZ 2c�,01 low I •� / �•1 I� -�� \V Z Lift „/ Friction Loss System Head TDH Ft � l • 5 3.215 Zt •no Forcemain Len Dia. Dist. to well / . Z / l Z� Z" g M C s c{�' to •+� 1 SOIL ABSORPTION SYSTEM Width Length No. Of Tfenehes- PIT DIMENSIONS No. Of Pits I>sde a. ENS IONS SETBACK SYSTEM TO P/L T BLDG �W LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBE R Type Of System: r r Oar U !ff ber: rn".-I Z. � o �8 � c DISTRIBUTION SYSTEM Header /Manifold Distribution (� f x Hole Size ! r x Hole Spacing !I Vent to Air Intake Pipe Length Dia 2 ' Length 3j' S �ia� Spacing 3 / V 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 Bed/Trench Edges Topsoil Yes No ' J Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspectio Inspection # Location: 2182 95th Street Star Prairie, WI 54026 (NW 1/4 NE 1/4 17 T31N R18W) Squaw Lake Estates Lot Parce No: 17.31.18. 1.) Alt BM Description = 5, r 2.) Bldg sewer length - amount of cover = rr Plan revision Required? Yes No - ( 4f �S / Use other side for additional information. Insepctors Signature Cert. SBD -6710 (R.3/97) No. Safety and Buildings Division County 20 . Washington Ave., P.O. Bo s/ t /10 /X_ Nv O ad' YD Sanitary Permit Number (to be filled in by Co,) (bos)� V ( D `-{ Department of Commerce Sanitary Permit Ap io 11 005 State Plan LD Number In accord with Comm 83.2 1. Wis. Adm. Code, persona ' f uwov d 8 c fTE /!1• may be used for secondary purposes Privacy Law, ( m) COUNTY Project Address (if different than mailing address) T CROIX � •� i I. Application Information - Please Print All Information ZONI ( .21 7 S + J 5 Property Owner's Name Parcel K __ Loc Y 3� - B1eeIr;Y 6 - M A40 4 E ttJ� Property Owner's Mailing Address Property ocation r U/i X& Y, "'/., Section 17 City, State Zip Code Phone Number c e) /1 - �� -� T 3 1 N; R O W II. Type of Building (check all that apply) e� Subdivision Name CSM Number ® I or 2 Family Dwelling - Number of Bedrooms aLbtS _ ❑ Public/Commercial - Describe Use ❑ State Owned - Describe Use ❑City_ ❑village Township of S7AIZ III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. ® New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System i; List Previous Permit Number and Date Issued B. El Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New Before Expiration Plumber Owner , N 1 TV IV. Type of POWTS System: Check all that apply) c �' ` > ❑ Non - Pressurized In- Ground ❑ Mound > 24 in. of suitable soil X Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ { Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter 0 - Recirculating Synthetic Media Filter ❑ Leaching Chamber QDrip Line ❑ Gravel -less We Q Other (explain) tt V. Dispersal/Treatment Area Information: 4 Wt- = ` Design Flow (gpd) Design Soil Application Rate( gpds rsal Area Required (sf) Disper al Area Proposed (sf) System Elevation VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units 1_y/.t r �Q� tV'� > Concrete Constructed Glass New Existing / 1 ? t Tanks Tanks Septic or Holding Tank O ` s C/ Aerobic Treatment Unit 't Dosing Chamber VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plu r' ignature MP/MPRS Number Business Phone Number 1 71, Q umbels Address (Street, City, State, Zip e) S / E 4,j 7 - d2 5 O r- VIII. Count / e artment We Onl San .Approved Disapp ed / itary Permit Fee (i eludes Groundwater Date Issued Issuing Agent Signature No Stamps) _ Surcharge Fee) ❑ Own'er Given Reason-for Denial IX. Conditions pprova I SYSTEM OWNER: 1 Septic tank, effluent filter and, qF C�Qa c,� �eS dispersal cell must all be s.,,9 iced / maintained as per management plan provided by plumber. -}� Se� t� t ��✓e''t • j 2. All setback requirements must be maintained kb as per applicable codelordinances. e t'`� Attach complete plans (to the County only) for the system oa p+ r not less tha 11 inches in tixe l SBD -6398 (R. 01/03) - 1 L DT 3 : ►� GLL _ - F �Ro n - - -. _ - - 1 X00 ro � t 5 -- -- - - -- - -- y Z ABEL J3 -/0 I 13 I 1 . . i $aoGA� p� I i I ; Jo0 Fo i�N i i : l � I � 1 f4'10 uN ►a I I � 1 i — - - -- , - - -- - -e J0 io i I I I t4ti �1 1 I 1 T0 Pv C F_ - 1 l00 - - -- I C7 j -- i CoN u ?L v i 3 0 I i , i I I ! A)J;b PRO i fCs j L. �t j — -- -- S'O01E4S47' wit' s So►s� cc'sE? ,I ! SY�_ ;s .dc cfe,, -,T,10 Safety and Buildings 4003 N KINNEY COULEE RD commerce.Wl.gov LACROSSE WI 54601 -1831 i TDD #: (608) 264 -8777 sco n s i n www.commer / www.wisco isconsin.go sin.gov Department of Commerce Jim Doyle, Governor Mary P. Burke, Secretary April 06, 2005 CUST ID No.223760 ATTN: POWTS Inspector JOHN F SCHMITT ZONING OFFICE SCHMITT & SONS EXCAVATING ST CROIX COUNTY SPIA 586 VALLEY VIEW TRAIL 1101 CARMICHAEL RD SOMERSET WI 54025 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/06/2007 Identification Numbers Transaction ID No. 1124414 SITE: Site ID No. 696627 Mike Germaine /Grand Properties Please refer to both identification numbers, 95th Street above, in all correspondence with the agency. Town of Star Prairie St Croix County NW1 /4, NE1 /4, S17, T3 IN, R18W Subdivision: Squaw Lake Estates; lot: 34, FOR: Description: Proposed Three Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 1011956 Maintenance required; 450 GPD Flow rate; 20 in Soil minimum depth to limiting factor from original grade System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.0 1 /01), Pressure Distribution Component Manual - Version 2.0, SBD - 10706 -P (N.01 /01); Biofilter 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. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the approved plans, and the "Mound Component Manual for Private Onsite Wastewater Systems Version 2.0" SBD- 10691- P(N.01 /01). • The pressure network is to be constructed in accordance with publications SBD- 10706- P(NO1 /01) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems - Version 2.0" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81)" • 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. Stats. • The area within 15 feet horizontally below the system shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. P.0.1#V.T.S. Conditionally PROVED - - - - -- - JOHN F SCHMITT Page 2 4/6/2005 • Comm 83.22(7) - A cw of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized relresentatives of the Department, which may include local insRectors. Owner Responsibilities: • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • Comm 83.52(1)(a) - 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. 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. • 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. 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, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Gerard M. Swim POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pin WiSMART code: 7633 jswim @commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 SCHMITT & S ®NS EXCAVA TINS s'9.�` qA� IPA Valley View Trail O Somerset: N7 54025 715- 549 -6651 ����` Pte Grand Pro erties L. P. Address: - 712 Rivard vard St. Suite 100 Somerset WI 54025 Legal: NtiT� NE County: St . Croix S 17 T 31 NR 18 W Towns Star Praire Squaw Lake Estates Lot 34 -C O t Plot Plan Pagel S y stem Cross Section Page 2 Pi e L Layout e3 Pa ch amber g in � a Do sin g g Page 4 P C urve Page 5 M Plan Page 6 S Evaluation PePort _ Attachment 1 Att 2 Mound Col"ponent Manual (VersiOu 2.0) SBD -16 691 -P(N 01 ure Distribution C®tnponent Manual (Version 2.0) Press 01101} - ! SPD- 10746 -P(N By: MPRSW 2237 60 - - Date, 3 30 2005 - COM gU�tDtiN08 " ppaR�M �� ANO e - -- IViS1p� DF f D F EE X01: NDEN R_ s sC Pag 2— Cf 6 t Straw, Marsh Hay, Or Synthetic Covering ASTMC33 Distribution Pipe Medium Sand _ H G 6 Topsoil p F .SYS. ELEV. .0 7' 3 E D b % Slope Bed Of 2�— 2 %2 Force Main Plowed Aggregate Layer (6 Below Pipe) D 1.33 Ft. Cross Section Of A Mound System Using E 2.24 Ft. A Bed For The Absorption Area F 0.79 Ft. G 0.50 Ft. A F t. H 1.0 Ft. 7.0 Signed: 86 Ft. License Number: 223760 K 1 0.74 Ft. Date: 3/30/2005 L8 5.80 Ft. j 5.70 Ft. Alternate Position of 1 17.40 Ft. Force Main W 30. 10 Ft. L a� 0 Observation Pipe 1/5 To 1/10 B From of Bed K ( A Force Main _ ----- --- - - - - -- - -- -- ------- -- - - - - -- I i Distribution Bed 2 — 2'2 Pipe Aggregate sere a Permanent Markers��"""'"` 115 To 1/10 8 From End of Bed Jae — 1 w Plan View Of Mound Using A Bed For The Absorption Area ,. Cs, v� Turn-up with Clea Acces B Plus or Ban V alve �„► PVC Force Main Distribution Lateral •s: PVC Manifold P -- x�x � X/2 Distribution Lateral Layout P 31, 5 Ft. S 4.0 X 3 „ 6...,, I nchw; Hole Di 3/ 16 Inch 1 Signed: Lateral '° 1� _ Inch(e% License N r: 223760 Manifold 1 Inches be Date 3/30/2005 Force Main " -2 Inches # of holes /pipe 11 Invert Elevation of Laterals_, 102-571 • PACT 4 Or 6 PUMP CHAMBER CROSS SCCTtOM AMO SPCOFICAT•1m5 ' i VCiJT•CAP 4 C.Z. VS:JJT PJ?9 ED LOCKtuG WCATACIt. *Root AirROV • r �' r Kni+ 1���r�>. .0 &XTIOI4 AOX MANHOLE COVSK ' •tWt1vW ux iitt<L&11 ( u'Mial. � At)t iij TAKC i 1 GRA DC t i� K' MJAJ. 1 PROVIDE �.�.,....._ IuL;rr ► __..�.. <;,, .:' 1 . APMtCYEO JOJLY T: A 1 1 APPOVLO .L w/ c. Y. FIVE. t t I I w /c. pIrt 9KTC1d1U&J& 3' i 11 ALARM CXTt>AtYCi OUTO 40610 001"7. r ` I ONTO &OLIO 21.76 Gal. /Inch I I f ow G � t LLCK 92. 57 4T t PUMP,, "' .� Off 0 COWCKETC DLDrA i RISCR: CX17 PCRMi'tf£C+ OWLti ir' TANK MAWUFACTURIZIL HAS SUCH AR'PIIp�/AL 3~AA • �Br:pO StPTIG f _5 PEGIF1CATIoUS D069 MAIJ.j /A"UiACTutRCP: W� e R C.P. uunbcit OF DO&C6, +or -5 PER p" TA11K LiZ, . 800 &AL LOWS DOSE VOLUML aA 5d MAUUP,L�TURiR: - Sept ronics Tankmate INGLUOti,f(, SACKrI.ow, 87-04 OALLp) M0�1, 1�WJNlICRi' TM -1 CAPACITIES: A a 19 WOWS O1t 4 WU.Oi� I s<WSTCH' Mercury 6 2_,_.. i)vcxgi Olt 4 «. 3 .x.5 G�1t.44 P UMP KAI,IUPAtTUR9 1t; Zoeller C+• Olt 87 GAS.t.OL 1KODCL NUM&L1L: 98 12 D • -A 2 IW_14r5 O1Z 261 61 .12 SWITCH- 'rUPt: _Mechanical uorc: PUMP AND At &XM ARE TO at GALlA6 Ms►JIMJlM OJS>;CjAJtG6 RATC 2 . r.CPA I)JSTALLEG 01J SEPARATC CIRCUITS VERTICAL oIrrgxrM( OETWCLy PUMP OFr AND,OiSTRtbUTtO►J P�PC.. • 0 _- FECr + MI U 1t!!►UtM METWOM4 SUPPS.tj PRC$$U1LC . . . . . .. . , • , 3,, 25 FE.C7 + rtCT of iORcr m1aj X 1 83 � %o*LcFatCrtou FAryoR. 1.83 FC£T T OTAL O'd W AA IC. NtiA0 ._ 15.08 FEET 111TLR><3A6 _0 MGt.S4tC1 1! 7, IJI LEW 7H ;Wi07H j LIqu1D 3 bwA1jit UCCUSE WU)AeCK, -_ ?� 760 o*,Te: 3 0 . , . amp • ' �= ■.� == mom= _ mcummmim No ME mom E �MENE mom ►; \ ►111\ m ► A roN" R X2 65- i ��►N11N)Ia No . %1"�A�� 4T N►! l .. . �► �►1L�.NIN /N111.,r W, . :� ►'1 ►l.l� /l:,. VJ ��� ►11 \..l1� �� • , ���W 1lIMF%/ :��►`!�� ���� � \I ► -I \E �ONFAI \ mm %L`z I.N.- PFAI In ONE WIN N A I I IN i hNNUL M AMEN / h` 10 11` 6WKIL INN \M� i . = » fk S t , � . Jk . ¥ � e . � � _' °� + POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page 6 of 6 Rlts INFORMATION SYSTEM SPECIFICATIONS Owner Septic Tank Capacity 1000 gal O NA Grand Properties T Permit # Septic Tank Manufacturer Week s C . P . O NA DESIGN PARAMETERS — Effluent Filter Manufacturer Zabel ❑ NA Number of Bedrooms 3 ❑ NA Effluent Filter Model A -100 O NA ` Number of Public Facility Units ® NA Pump Tank Capacity 800 a l O NA Estimated flow (average) gal/day Pump Tank Manufacturer Week's C. P. ❑ NA Design flow (peak), (Estimated x 1.5) 4 5 0 al /da Pump Manufacturer Zoeller ❑ NA Soil Application Rate 0 , 6 al /da /W Pump Model 98 ❑ NA Standard Influent/Effluent Quality Monthly average* Pretreatment Unit ®NA Fats, Oil & Grease (FOG) S30 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD 5220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg /L O Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA f Biochemical Oxygen Demand (BOD 530 mg /L ❑ In- Ground (gravity) O in- Ground (pressurized) Total Suspended Solids (TSS) S30 mg /L ® NA O At -Grade M Mound Fecal Coliform (geometric mean) 510' cfu /100ml ❑ Drip -Line ❑Other: I t Maximum Effluent Particle Size Y in dia. r ❑ NA Other: ❑ NA i . , Other: ❑ NA Other: ❑ NA n *Values typical for domestic wastewater and septic tank effluent. other: O NA MAINTENANCE SCHEDULE Service Event Service Frequency O month(s) (Maximum 3 years) ❑ NA' Inspect condition of tank(s) At least once every: 3 ® year(s) Pump out contents of tank(s) When combined sludge and scum equals one -third (Y of tank volume ❑ NA ❑ month(s) (Maximum 3 years) , O NA Inspect dispersal cell(s) At least once every: 3 ® year(s) ❑ month(s) O NA Clean effluent filter At least once every: 1 B years) ❑ month(s) ❑ NA' Inspect pump, purnp controls & alarm At least once every: 1 ® year(s) '0 month(s) ❑ NA' ' Flush laterals and pressure test At least once every: 1 ® year(s) } h;I Ll month(s) Other. At least once every: O NA' ❑ year(s) a" Other. ❑ NA`' f ; MAINTENANCE INSTRUCTIONS' Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications; Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank r inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cr leaks,a�1 measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground_ urf ace The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check .for any ponding � of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the Y..;1 immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire contents of the t1rk shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreat, entz _ units, and any servicing at intervals-of 512 months, shall be performed by a cert ified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. ^� Page of START UP AND OPERATION 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 call(s). If high concentrations are detected have the contents of the tanks) removed by a septage servicing operator prior, to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may'result in the backup or surface discharge of . effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist In manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter 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 another 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 area 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 and site evaluation to establish a suitable replacement area. 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. ) i The �hasot been ev d to ident a uitable r ac ent area. n failure a OWTS a i and sit e uati b rmed loca a suitab cement ea. no rep{ area is a a holding tank may be i as a last resort t epI ce the failed POWTS. .& r 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 CONTAIN LETHAL GASSES ANDIOR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES, DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS i I i POWTS INSTALLER POWTS MAINTAINER e. Name John Schmitt Name Owners choice Phone 549-6651 Phone r SEPTAGE SERV OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name o wners ' choice Name St. Croix Ct . Zoni Phone Phone 715 386 -4680 r This document was drafted In compliance with chapter Comm 83.22(2)(b)(1)(d) &(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. ' M f Y i ': --y Y : 'j�"�a .j'� �7'.aN`5f ; Y Y „z INN f ^.. ` A° '1 ` NAP ' r 2 ,,. kh, Fi n. 6 Joint =� Driveway ' LOS' §i5 $,_ I r a ru:.� t n Easeme 5 Y Iz r C� \ 1 ,Nlw i t i t .,s 7_ . Y t - , \ i t \ /,,� i� `� ., �”' ° ? l ! 1 CGJ••` � ` � { t e '`` rte ",, '?-- s- . nV s f "•? \ , \ Aj ^^ SS F F ( ,{ � .,•r I � ?� ) t F } xZ� � �v`� \'�y.-� k t t `L I ` .�1 "/�f 1, ' ' •':. �� � y�� 3 i t F ;,h��.,y{). '� \ 0 's F; i - ; € Tl s•`j i \I�(/ \ \� \ �� ♦ - �� ..^ �!.`�� `� ACS; ! - r ' *�' ' {{ �V n \ \ ' 1^N J rJ r� J ( r ` r l �� ` �/ , ! ♦ , : 66 l • y � w. 'Drainage r � ,' ' � ;�` �`�. .', -' 1 Easement 1 1 .r�L, 1 LOT 34 11 G N r�' f � JN ✓L -- ag �- Ljr35 or 33 -OT 36 or _ \ ,r x'44 /70 /` ♦ ti • .�r.':..J. i �. �1.. - C 280 , s 1290 Wisrbrtsin Department ofCommerce SOIL EVALUATION REPORT page l of 3 Division of Safety and Buildings in accordance with Comm 85, W is. Adm. Code Tom Schmitt Attach complete site plan on paper not less than 8%: x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Please print all information. Reviewed By Date Personal information You provide may be used for secondary purposes (Privacy law, s. 15.04 (1) (m)). Property Owner Property Location Grand Properties, LP Govt. Lot NW 19 NE 114 S 17 T 31 N R 18 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 712 Rivard Streeet, Suite 300 34 1 1 Squaw Lake Estates City State Zip Code Phone Number City J Village t/ Town Nearest Road Somerset I WI 1 540251 715- 247 -5900 Star Prairie I 95Th St. V New Construction Use: V1 Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD J Replacement 'f Public or commercial - Describe: Parent material Glacial Till Flood plain elevation, if applicable na General comments and recommendations: Area is suitable for a mound system. System elevation is 102.07' based off of contour line established at 100.74'. Slope is 13 %. Depth to limiting factor is 20 ". 9 Bonin � Bonin # � Pit 9 Ground Surface slew. 100.74 ft. Depth to limiting factor 20 in. Soil Application Rate Horizon ` Depth I Dominant Color I Redox Description Texture Structure Consistence Boundary Roots GPD /ff 'Eff#1 - Eff#2 1 0 -7 1Oyr3/4 n one sl 2fsbk mfr cs 2f .6 1.0 2 7 -14 10yr414 none sl 2msbk mfr cw 1f .6 1.0 3 14 -20 7.5yr4/6 none scl 2msbk mfr gw .4 .6 4 20 -38 1 Oyr5 /6 rY ' 7 • r /8 sl 1 msbk mfr gw -- .4 •7 5 38-60 5yr4/4 Sd 5 12 /8 61 Om mfr — --- .2 .6 a Boring # M Boring 'Pi Pit Ground Surface elev. 101.24 ft. Depth to limiting factor 25 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft= - Eff#1 - E 1 0 -7 1Oyr4/3 none sl 2fsbk mvfr cs 2f •6 1.0 2 7 -25 1Oyr5/3 none sl 2msbk mfr cvv 1f .6 1.0 { i m2d 7.1y,618 3 25-41 7.5yr4/6 7.5 /2 scl 2fsbk mfr gw .4 .6 j 4 41-64 7.5yr414 py 16 sl Om mfr — — .2 .6 i - Effluent #1 = 800 y > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD <30 mg/L and TSS <-30 mg/L CS T Name ( Please Signature: CST Number Print) Thomas J. Schmitt 227429 Th ,. p� Date Evaluation Conducted Telephone Number Address Tom Schmitt t 1595 72nd St., New Richmond, WI 54017 8/24/04 715- 247 -2941 Rroperty owner Grand Properties, LP Parcel ID # Page 2 of 3 a Boring # Boring im Pit Ground Surface elev. 98.09 ft. Depth to limiting factor 28 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' 'Eff#1 'Eff#2 1 0 -8 10yr3/3 none sl 2mgr mfr as 2f .6 1.0 2 8 -17 10yr4/4 none sl 2fsbk mfr cw 1f .6 1.0 3 17 -28 7.5yr414 none sicl 3msbk mfr gw — .4 .6 4 28-42 10yr5l4 c2d 7.5yr616 5 5/2 sil 3msbk mfr gw 6 8 5 42-61 10yr5/3 m2p 5yr616 7.5yr5/2 sil 2fsbk mfr — --- . 6 8 F—I Boring # I Poring J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots z 'Eff#1 'Eff#2 ❑Boring # Boring — J Pit Ground Surface elev. _ ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GEON 'Eff#1 'Eff#2 1 . 1 i Effluent #1 = BOD s 30 < 220 mg/L and TSS. >30 < 150 mg/L ' Effluent #2 = BOD <30 mg/L and TSS < 30 mg/L 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. r . 4 �y e.r�� uee uctea_oy: . _. .: - a.JHUL WU r ut. t \V 1.1 \V. / pc GV .Schrmitt.Soil and_Site.Evaluations ..._-Name:-, _Grand Properties, LP. Thomas I Schmitt, CST 227429 Address: 712 Rivard St. Suite100 1595 72nd St. City, State, Zip: Somerset, WI. 54025 New Richmond, WI.54GI7 Phone: 715 -247 -2941 Subd.Name: Squaw Lake Estates �/ Lot No.: 2V r Legal Description: Aj 1/4 NEI /4 S17 T31 N R18 W Township of Star Prairie, St. Croix County Bench Mark El. 100.00' Top of 2" pvc pipe Ahernate Bench Mark E1.140.01 "Top of 2" pvc pipe Slope= /,?R; Contour Line El. 1 Con ur Line Length 7S"' Scale 1 " = 40' r � d � I _ t t i This soil report was done to fulfill a zoning re No " permanent lot markers were in at the time the test was conducted. The'area in whicfi it was done may may t be suitable foryouur use;.or in -the location shown -.. -_ _ i i I 1290 Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, W is. Adm. Code Tom Schmitt Attach complete site plan on paper not less than 8'/2 x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. percent slope, scale or d'nnernslorrs, north arrow, and location and distance to nearest road. Please print all information. a By Pate q Personal information you provide may 15.4 (1) (m)). I ' s Property Owner Property Location Grand Properties, LP Govt. Lot NW 1/4 NE 1/4 S 17 T 31 N R 18 W �riY Owners Mailing Pr ' ili C. Cc �:' r t . Lot # Block # Subd. Name or CSIIR# , 9 Address i '� 712 Rivard Streeet, Suite 300 1 34 Squaw Lake Estates City State L i Phone. Number J City J Village _0 Town Nearest Road Somerset WI 49w-- Star Prairie 95Th St. je New Construction use: 0 Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD j Replacement _f Public or commercial - Describe: Parent material Glacial Till Flood plain elevation, if applicable na General comments and recommendations: Area is suitable for a mound system. System elevation is 102.07' based off of contour line established at 100.74'. Slope is 13 %. Depth to limiting factor is 20 ". Boring # Boring !M Pit Ground Surface elev. 100.74 ft. Depth to limiting factor 2 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f 2 •Eff #1 •Eff#2 1 0 -7 1Oyr3 /4 none sl 2fsbk mfr cs 2f .6 1.0 2 7 -14 1Oyr4/4 none all 2msbk mfr cw if .6 1.0 3 14 -20 7.5yr4/6 none sell 2msbk mfr gW — .4 .6 4 20 -38 1 Oyr5/6 rr 7d5 . � /8 sl 1 msbk mfr gw 4 7 5 38-60 5yr4/4 m 5d 5 /2 /8 sl Om mfr — .2 .6 a Boring # Boring Pd Ground Surface elev. 101.24 ft. Depth to limiting factor 25 n• Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff •Eff#1 *Eff#2 1 0 -7 1Oyr4/3 none sl 2fsbk mvfr cs 2f .6 1.0 2 7 -25 1Oyr5/3 none sl 2msbk mfr cW 1f .6 1.0 3 3-41 7.5yr4/6 m 7d5 r /2 /8 scl 2fsbk mfr gw — .4 .6 4 41 7.5yr4/4 m IOyr6 2 /6 sl Om mfr — -- .2 .6 * Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD <30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt .ae� 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St., New Richmond, W154017 8124104 715- 247 -2941 i Property,Owner Grand Properties, LP Parcel ID # P age 2 of 3 F 3 ] Boring # J Boring Pit Ground Surface elev. 98.09 ft. Depth to limiting factor 28 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0 -8 10yr3/3 none sl 2mgr mfr as 2f .6 1.0 2 8-17 10yr4/4 none sl 2fsbk mfr cw 1f .6 1.0 3 17 -28 7.5yr4/4 none sicl 3msbk mfr gw .4 .6 4 _3A-42 10yr5/4 c2d 5.55yrr6/6 SO 3msbk mfr gw .6 .8 m2 5 42-61 10yr5l3 7.5yr5/2 p 5yr616 sit 2fsbk mfr — — 6 8 F—I Boring # Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. S61 Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPD *Eff#1 'Eff#2 F-1 Boring # Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM 'Efl##1 'Eff#2 " Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS <30 mg/L 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. Page 3 of 3 ,Conducted by: Conducted For: Ref. No. f o Schmitt Soil and Site Evaluations Name: Grand Properties, LP. Thomas J. Schmitt, CST 227429 Address: 712 Rivard St. Suitel00 1595 72nd St. City, State, Zip: Somerset, Wl. 54025 New Richmond, Wl. 54017 Phone: 715- 247 -2941 Subd.Name: Squaw Lake Estates 0 5/ Lot No.. Legal Description: IVU 1/4 1W1 14 S17 T31N R18W g P .� — Township of Star Prairie, St. Croix County Bench Mark EL 100.00' Top of 2" pvc pipe Alternate Bench Mark EL %CO--W "Top of 2" pvc pipe S10 pe = / 3Q'o Contour Line EL 00-7Y' Con ur Line Length Il i Scale V 40' Q � Q � a � l � 5 i 1 J i 1 I r ,t q� q i� r � This soil report was done to fulfill a zoning requirement. No permanent lot markers were in at the time the test was conducted. The area in which it was done may or may not be suitable for your use, or in the location shown. ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer I11I % E 2 T/tF Mailing Address Property Address a g TH s (Verification required from Planning Department for new construction) City/State ` tee VerT tt1i - Parcel Iden 'fication Numb --30 -d LEGAL DESCRIPTION Property Location " %., -ACE. %, Sec. /? . T_yj_N_RLS _W, Town of 5742 Subdivision SQ "A ,& L _4TeF df—_S rA Z:t f . Lot # . Certified Survey Map # �' , Volume _ , Page # Warranty Deed # `f , Volume - 4-� Page # 56 9 Spec house 0 yes ❑ no Lot lines identifiable ® yes ❑ no SYSTEM MAINTENANCE Improper use and maintenanceof 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 system 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 wastewaterdisposal system ism 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 sot by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septickystem has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 daysdFthe three.vearcxpiratfgn date. SIGNAMTRLE 013,APPLIC DATE OWNER CERTIFXCATION I (we) certify/that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property describegi abov€q by virtue of a warranty deed recorded in Register of Deeds Office. SIGNA�'(J�t`E OF LICANT DATE r 4444rK4. 44 * * *« A ny information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. «« Include with 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 U 2449P 569 - 7Z+!5 - 7Z+ -7 STATE BAR OF WISCONSIN FORM 2 - 2000 KATHLEEN H. WALSIi Document Number WARRANTY DEED REGISTER OF DEEDS ST. CROIX CO.. WI This Deed, made between Robert J. Hansen RECEIVED FOR RECORD Grantor, 11/05/2003 09:30AN and Grand Prooerties, LP WARRANTY DEED Grantee. EXE,'PT # Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin REC FEE: 11.00 TRANS FEE: 3180.00 (if more space is needed, please attach addendum): COPY FEE: The NW 1/4 of the NE 1/4; the NE 1/4 of the NW 1/4 and NW 1/4 of the CC FEE: NW 1/4, All in Section 17, Township 31 North, Range 18 West, St. Croix PAGES: 1 County, Wisconsin. All that portion of the NE 114 of the NE 114 of Section 17, Township 31 North, Range 18 West, St. Croix County, Wisconsin lying Westerly of Squaw Lake. Recording Area Name and Return Address rZ V -F-C Ou.-•.._ [c Po 8o k (8 038 - 1070 -70- 000;038- 1071- SO-000 038 - 1071 -60- 000:038- 1070 -30 -000 Parcel Identification Number (PIN) This is not homestead property (is) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this v day of 9etola* N &Vt'r^P 2003 * ' Rober J. Ha AUTHENTICATION ACKNOWLEDGMENT Signature(s) Robert J. Hansen STATE OF ) ss. County ) authenticated this - day of October , 2003 Personally came before me this _ day of - - -- — the above named * Krist Ogland TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the person(s) who executed the foregoing authorized by § 706.06, Wis. Stats.) _ — r instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY Kristina Ogland, A ttorney at Law — 3 Lo cust S treet, Huds on, WI 5401 Notary Public, State of My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) ) • Names of persons signing in any capacity must be typed or printed below their signature. INFO -PRO (800)655.2021 www.infoproforms.com STATE BAR OF WISCONSIN WARRANTY DEED FORM No. 2 - 2000 tk zo c I ccn> L t 0 0 c CO Iry DroinOge c� A , a o r � Q . • y cr, r 10 r �,.• -� • � F � �� X. .•5+50.6 � - -� �` C�� ,/•. ,. • ,a �. 1. fib acres L.B. a = 965.2' „` y ( r • y� � �s `t1 �� •'� r • �� Del � \` \ t ° o. 965. �` ! L OT , 75,74J Sq. LOT J5 1 7 acres L�{y j \ • , f W \ 80'R o .� h'. W. L = , �". 948.8 --419196`— 214.86' ' 73.44' • • plow N8€ lI A, I/ °- "� South line of _ PUMP PERFORMANCE CURVE PUMP PERFORMANCE CURVE mi M ffLUENT •- •- • • , MWEENE ■■ ■ ■EN ■I ° ° ° ° ° °e °° ° ° ■ ® ® ■ ■o�� RN ■ \■\ ■■ ■� °ee °�° °tee °eeeegeeoe ° No BROW N ■NONE ■■■■■ . ' �N\ ■111 ■ \ ■EE ■ ■ ■■ �-2.1Ea\19111■ \■■\\ \ ■ ■■ ■ ' ■ oo \\\" \11 ►I \ \■EEE\ \EN % kv 1: ! \a\ \E ■N\ \■ ■ \0010111mIWh \\■■ELI■ E■ \I \101■1►� \►�\ ■■ ■■ I I 3L•eet Ayr NEW , ' NENEENN explosion proof pump, see ® ®0o0oas0o0m ® ® ® ® ®m ®0omm ® ®m ®m0ammmaoamm ®mom ®mv ®mm ®0mm ® ®oa0a0mom ®0asmsmo ® ®0mmmmm m ®0momsmomooaomams0o0mom ®® ® ®0mo0000o ®amam0oms0amo00® ® ®0mmm0o0o ®msamm- 0smmm ®00m ® ®ammmmms_ ®moaomamamm0ss ®® •I SUGGESTED METHODS OF FLOAT' INSTALLATION On some installations it may be desirable to install an independent hanger for the level control switches to avoid possible hang ups on the pumps, piping, valves, etc. Float hangers are available from Zoeller Company on Catalog Sheet FM0526 or can be fabricated from standard pipe and fittings. , ACCESS COVER - A STANDARD PIPE FLANGE 10 -1657 FLOAT TREE WITH 3 FLOATS SHOWN A TYPICAL FLOAT HANGER ON CONCRETE PITS PVC OR LIGHT WEIGHT OR SEPTIC TANK RISERS PEAGRAVEL STAINLESS STEEL PIPE SK1217 TYPICAL FLOAT HANGER ON CONCRETE PITS SK1218 TYPICAL FLOAT HANGER ON STEEL COVER PITS OR SEPTIC TANK RISERS "EXTRA PROTECTION SYSTEMS" TWO PUMP SYSTEM The "Extra Protection" Two Pump system is an economical solution to the costly duplex alternating P ,000P9� pump system and it easy to install. (JUNCTION BOX AND PLUG NOT INCLUDED) ° The "Extra Protection" Two Pump Systems consists of: a. The two nonautomatic pumps with VLFS of your choice b. One Alarm System c. Two Unicheck Valves as required 0 ADVANTAGES (1) The Two pump systems offers high pump performance without the high price. It is a system that PEA —EL fits your needs and your budget. (2) Delivers more dependability than a single pump system and greatly reduces the chance of costly and \ p roblems associated with wear out or damages and the resulting s ystem failures. ARM ON time consuming P 9 9 Y ;� PUMP 2 °N Pump 1 °N (3) Affords greater satisfaction and peace of mind to all concerned by providing state of the art protection DMP2OFF for costly and expensive surroundings. ® PUMP OFF VARIABLE LEVEL FLOAT SWITCH (4) Ability to change lead and lag positions by changing pump plug connection. PUAIP2 PUMP, SK878 (5) Easy and economical to Install. 'MINIMUM DISTANCE T' BETWEEN PUMPS THE BASEMENT SENTRY 12 Volt backup sump pump system model 507 & model 510 Application - For Clear Water, emergency backup usage when power is off or primary pump fails. Extra Protection - When the primary AC pump fails due to power outages or system problems. • Storms ?- • Brownouts • Wiring or electrical problems Extra Protection - When the primary pump fails to keep up with excessive water due to rain or overloading. l Includes: Pump and control MODEL 507 MODEL 510 " Charger Fittings TDH (ft) Flow (GPM) TDH (ft) Flow (GPM) Battery Case 5 23.2 5 33.8 � (Battery Not Included) 10 12.5 10 21.6 14 Shut -off Head 15 10.6 For submersible or pedestal installations. 19.9 Shut -off Head See FM1311 (507) or FM1139 (510) for information. Suitably sized basin required. © Copyright 2004 Zoeller Co. All rights reserved. 5