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HomeMy WebLinkAbout030-1028-10-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 597413 GENERAL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)j 2959274 Permit Holder's Name: City Village Township Parcel Tax No: JAY & JUDITH ROGERS TOWN OF SAINT JOS PH 030-1028-10-000 CST BM Elev: 17~ 1 io BM Description: Section/Town/Range/Map No: of qk!~ ) I 07.29.19.107A TANK INFORMATION ELEVATION DAT (0 11A48 /00. 6 TYPE MANUFACTURE 6 __.,CAPACITY STATION r Bt HI FS ELEV. Septic ~ Benchmark l 1 I'm f (A~ ` U Dosing w Alt. BM Qer'1il0Tr Bldg. Sewer / S / L-lel o S St/ t Inlet St/Ht Outlet TANK SE ACK INFORMATION C ) TANK TO WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic f/,,._ / 1 Dt Bottom 010(0 Dosing ~ He r/Man Aeration Dist. Pipe 9q. Holding Bot. System Final Grade PUMPISIPHON INFORMATION Manufacturer ~l ( Demand St Cover !,Q' 1 GP ` VlV (rig" Model Number 0A I ~S1\~ rww f TDH Lift Frictio2Lo§so Syst m 5ad Ft `~r1 lO+ L Forcemain Lent Dia. 11 ist, to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width ( jen9{h a No. fl-~ f T nchZ PIT DIMENSIONS No. Of Pits` Inside Dia. Liquid Depth DIMENSIONS 1 1 SETBACK SYSTEM TO P/L BLDG WELL LAKE/STR - LEACHING Manufacturer: INFORMATION CHAMBER OR T Syst Pr y~P~y ,9 A 41 .3 UNIT Model NumbWo l DISTRIBUTION SYSTEM x Header/Manifold Distribution e x Hole Size x Hole Spacin Ve o Air IntaF /A n1i Pipe(s) ►y LDia Length I + Dia Spacing . SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over TBedp Over x x Depth of Seeded/Sodde u Bed/Trench Center rench Ed es / To soil g p if ,.a es C No Yes - No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: /Inspection #2:C11t Z/Z0 r7 Location: 1095 GOLDEN OAKS LA ~ ~ ~/1.f111' 1.) Alt BM Description = flow WUQ 2.) Bldg sewer length = - amount of cover = JTIIV 6- Plan revision Required? ]Yes No ~ - - ' ( 2 - Use other side for additional informatio y J e Insepctor's ignature Cert. No. SBD-6710 (R.3/97) L County p J `i Safety and Buildings Division St. Croix 1 W. -hingto ve., P.O. BOX 7162 Sanitary Permit Number (to be filled in by Co.) ~sea 37) 7162 4"' u q X97 /3 AA 4 San' ~¢lication IState Transaction Number In accordance with SPS 383.21(2 MZ.ission of this form to the appropriate govet~.~ - ;Z-~ 9ZF!7 Z~ 4 is required prior to obtaining apermit. Note: Application forms for state-owned POWTS are subunit, Jp Project Address (if different than mailing address) the Department of Safety and Professional Services. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, s. 15.04(I)(m), Stats. Same 1. Application Informati - Please Print All Information L% AV, LA Property Owner's Name / Parcel # Jay & Judith Rogers 030-1028-10-000 Property Owner's Mailing Address Property Location 01 , a 9 , 0-7 M 1095 Golden Oaks Ln. Govt. Lot City, State Zip Code Phone Number NE_ '/4, _NE Section _07 (circle one) Hudson, WI 54016 (715) 808-1480 T 29 N; R 19 E or W Il. Type of Building (check all that apply) Lot # ❑ 1 or 2 Family Dwelling-Number of Bedrooms 3 G 10 Subdivision Name ~at~ Block # ❑ Public/Commercial - Describe Use Na ❑ city of ❑ State Owned - Describe Use CSM Number 3Z:5 7 ❑ Village of j~ (J CSM Vol. 1, Pg. 79 11 Mown of St. Joseph III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. ❑ New System IR Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) Addition ATU & filter canister B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner / Z, t IV, Type of POWTS System/Component/Device: Check all that apply) ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground At-Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dispersal/Treat nt Area Information: PolyL PL-525 effluent filter at ST outl System Elevation Design Flow (gpd) Design Soil Application Rate(gpds Dispersal Area Required (sf) Dispersal Area ProposeA(sl 450 Gpd 0.4 Gpd 1,125.00 sq. ft. 1,125.00 Sq. ftaU,541-contour VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units Ac, New Tanks Existing 'Tanks l~ ~Z ~ ❑ ~ ~ ~ ~ c a U n v w C7 d Septic or Holding Tank 1,000 Na 1,000 1 Wies Concrete X Dosing chamber 500 Na 500 1 Combination VII. Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plu w_,ers Sigt u MP/MPRS Number Business Phone Number Jim Boumeester MPRS 222904 (715) 386-9020 Plumber's Address (Street, City, State, Zip Code) 1070 Hwy. 35, Hudson, Wl 54020 VIII. County/ epartment Use Only Approved sapprovea. Permit Fee Date ued Issuing t Signature caner Given Reason for Denial $ • - / , IX. Condi r tIRafi sl Disapproval i utspar a. cell must all be 5tr3ft lcps ! ri+a'~~`~. ~ ~`~~1 !1 C~~ r~ ~ as per M4r,'egement plan proncled by plulnbe:. a,T~- i ~.lr-f► 2. All ssetbat k reCWmmems must,be r:witz ined r ILA. ~O c'.+v Attach to complete plans for the system ands mit to the County only o a er not l7s than 8 1/2 x I I inches in size SBD-6398 (R. 11/11) r ~ a%/u a'E,'or, /.a• c ~e ~.2 -VZ2 J aY z J'-d' -t-C /UgSCoLd~ Oa,~c.%.rr. Zx o Cs,y SoseP~, s~. ero;x G., O 14 In a3o - /oz8 /o - 000 ~Liny J~.O.Sa~GS ~,L U of l .n a- E y ~.J E (1 3 64 o/,vo/.., D p o ~ O q ~ ~o p d / / q ~ ~ti• / i w/ Sao/sao eW ! ! / /z7.o2~ 2''~.~o~'✓•C / / / / (~~oposed ¢~-~~~e d;sp~ k 55 / , ! l er-cw(Sc- (`2 38ari~ces it drywc/Nto be o / ( / ! ! ! % ! / / / / Q,~ «c/w,E (A &krd4dcJI7edz-.5 ~"rSEr^~ , r , bye ~ ! i ! \~DrBl/ , / /l lr S,bcjS~¢c✓r(yacUd r~ / r ~yT~i4~laE~ c ~O,yART!4rF,y~ DIVISION OF INDUSTRY SERVICES uo~~ i %N, 2331 SAN LUIS PL STE 150 GREEN BAY WI 54304-5211 Contact Through Relay yl P S http://dsps.wi.gov/programs/industry-services v www.wisconsin.gov .40 ~Oss~oNPVS~~ Scott Walker, Governor Laura Guti6rrez, Secretary June 23, 2017 CUST ID No. 222904 ATTN: POWTS Inspector JAMES W BOUMEESTER ZONING OFFICE BOUMEESTER EXCAVATING ST CROIX COUNTY SPIA 1070 STATE ROAD 35 N 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/23/2019 Identification Numbers Transaction ID No. 2959274 SITE: Site ID No. 838980 Jay & Judith Rogers Please refer to both identification numbers, 1095 Golden Oaks Ln above, in all correspondence with the agency. Town of Saint Joseph St Croix County NE1/4, NE 1/4, S07, T29N, RI 9W FOR: Object Type: POWTS Component Manual Regulated Object ID No.: 1710912 Maintenance required; Replacement system; 450 GPD Flow rate; System(s): At-grade Component Manual, Version 2.0, SBD-10854-P (N.03/07, R. 1/12); Effluent. Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. 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: REMINDERS • This system is to be constructed and located in accordance with the approved plans and with the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems Version 2.0" SBD-10706-P (N.01/01). • This system is to be constructed and installed in accordance with the approved plans and with publication SBD- 10854-P(N. 03/07). • The pressure network is to be constructed in accordance with publication SBD-10706-P (N 01/O1, R. 10/12) entitled "Pressure Distribution Component Manual for Private Onsite Sewage Systems" and based on pipe sizing methods contained in Small Scale Waste Management Project publication 9.6 entitled "Design of Pressure Distribution Networks for Septic Tank - Soil Absorbtion Systems." 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 JAMES W BOUMEESTER Page 2 6/23/2017 required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Industry Services 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 and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Matthew Allen Janzen Wastewater Specialist, Division of Industry Services WiSMART code: 7633 (715)340-0407 , matthew.janzen@wisconsin.gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm Matthew Allen Janzen, Wastewater Specialist, (715) 340-0407 Bill Boumeester & Sons Excavating Inc Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Industry Services (formerly Safety & Buildings) will be modified. Code references with prefixes starting with "Comm" have been replaced with "SPS" to recognize the relocation of the Division of Industry Services from the former Department of Commerce to the Department of Safety & Professional Services. Additionally, all IS (formerly S&B) codes have been renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. ,,,~N 2011 RESIDENTIAL AT-GRADE DESIGN us1~~ SE~v1CE Pressurized - Sloping Site INDEX AND TITLE SHEET Project Rogers 3 Bedroom Residential At-'grade G,wner Jay Judith Rogers Address 1095 Golden Oaks Ln., Huason, Veil 54016 'LY Pcl Address Same DEFT OF SAFETY AND ~r ?VICES SIVI LION' bi SERVICES Ltga~ Description NE1/4 NE1/4 Sec. 07, 29N., R 19`x. L) I c E, 1-c:vms;hirj St. Joseph County St. Croix Cc , ✓ i Su:;d:vis on Name GSM Vol -I, Pg_ 79 Lot No. 10 ~~2r-,1 ID Number 030-102x; 10-001', Pla: Transaction Numhcr r ;ex sheet Pain 1 Calculations Pace At-grade ar,wings Page Laterals and dose .ark PaG-S 4 Specifications Page 5 Managernent & contingency plan Page: 6 Purnp curve & specifications Paje 7 Site flan Page 8 Attached soil evaluation report P27e 9 'Desiu per .;in Loun-i--ester 1IJPRS #222904 License Number Sicr,att.re - Phone Number (715) 388, 9020 1 to 0`,/ 7 Designed pursuant to At-grade ~orrponent Manuel Ver. 2 0 for POWTS SBD-1Q254-P (N- 03/07, R u-1/12), i,,!c1 both S SV'✓MP Publication 0.~- Desiyn of Pressure Distribution Networks for ST (0"1181) and Pressure Distribution Component Manual Ver- 20 SBD-10706-P (N. 01/01,'Z 10112) PRESSURIZED AT-GRADE DESIGN At-grade Design Worksheet - Sloping Site Flows and Site Data Entry. r or c) r Residential or commercial? 300.0 Estimated wastewater flow (gpd) 450.0 Design wastewater flow (gpd) _ 20.00 % Site slope 98.50 Contour elev. below lateral (ft) _ _3_6.00 Depth to limiting factor (in) 0.40 In-situ soil application rate (gpd/ft^2) Distribution Cell Information (1 or 2) 1 Influent wastewater quality 10.00 Linear loading rate gpd/ft 10.00 Effective absorption width (ft) 10.00 Max. effective width permitted (ft) 113.00 Aggregate length (ft) Pressure Distribution Data Entry (c or e) _ c Center or end lateral connection 2 Number of laterals 0.125 Orifice diameter (in) e.g. 0.25 ` `'r'ep cal c,,lation 1.50 Estimated orifice spacing (ft) 2.00 Forcemain diameter (in) 3.21 Forcemain flow velocity (ft/sec) 115.00 Forcemain length (ft) y or in n Does forcemain drain back 119.00 Pump tank elevation (ft) y or in n Are laterals at highest point? 6.5 System head (ft) x 1.3 123.25 If no, give highest elevation (ft) 3.25 Vertical lift (ft) 0 Forcemain drainback (gal) 2.43 Friction loss (ft) 51.0 5x Lateral void volume (gal) 0.00 In-line Filter Loss (ft) 51.0 Minimum dose volume (gal) 12.18 Total dynamic head (ft) 31.4 System demand (gpm) Lateral Diameter Selection Gallons/Inch Calculator (opt onal Pipe diameter Design options Design choice 501.8 Total Tank Capacity (gal) Designer 1 in 51 Total Working Liquid Depth (in) m~:st select 125 in x 9.8 Gal/in (enter result in cell G46) one lateral 1.5 in x x d ameter 2 in x Treatment Tank Information 3 in x _ 1000 Septic tank capacity (gal) Wieser Concrete Manufacturer Effluent Filter Information Dose Tank Information PolyLoki Filter manufacturer .8 Dose tank capacity (gal) PL-525 Filter model number 9.8 Dose tank volume (gal/in) [501 ies er Concrete Manufacturer Project: Rogers 3 Bedroom Residential At-Grade Transaction Number: Page 2 of 9 AT-GRADE PLAN VIEW --D 1/6 B Observation pipes (2 typical) A 10.00 ft D B 113.00 ft t--- 1 /6 B 18.83 ft +Y _ C 12.00 ft W E C D 5.00 ft 1 ~ E 2.00 ft L 123 00 ft D B W 22.00 ft A x B 1125.00 ft^2 L Cap Typical obs pipe = Total aggregate cell A x B slotted in the lower 6" and Plowed area L x W anchored securely. = 6" AT-GRADE CROSS SECTION Synthetic fabric cover ° f 100.29 ft Finished grade elevation Lateral invert elev. 99.00ft Observation pipe at aggregate toe E 20 % Surface contour 98.50 f t C q Slope and system elevation D = 12 in. topsoil and subsoil over aggregate and tapered to toes. Plowed layer below L x W = 6 in. aggregate below pipe(s), and 2 in. above pipe. Project. Rogers 3 Bedroom Residential At-Grade Transaction Number. Page 3 of 9 PRESSURE DISTRIBUTION AND DOSE TANK Lateral Diagram - Center Connection X- x03 Laterals 6 forcE. main of F"Ol Sash 40 LW h:~l drilled 1',Oxt to end c-gyp, per :Pc T ablk 4,1~Q Holes drilled on the bottom of the lateral, equ~Al,) :;paoed • =Turn-up r.~t~sIirfait3or ciaanoutplug Lateral Specifications 0.125 Orifice diameter (in) Center Lateral connection point X 1.48 O; ifice spacing (ft) 2 Number laterals 38 Orifices/lateral P 55.50 Lateral length (ft) 15.7 Lat. discharge rate (gpm) 1.50 Lateral diameter (in) 2.00 Forcemain diameter (in) 31.4 Sys. discharge rate (gpm) 115.00 Forcemain Lengtn (ft) 12"8 T D H (ft) Typical Pump Chamber Layout Approved manhoie aver wrtrl Weather-proof warning label arc locking cevice junction box Final grade 4'' disconnect Tank component is Alternate properly vented I--, outiet location 18° min Electrical as per NEC 300 and Approved SPS 313 300 WAC outlet ~ Tank full JoMt Inches Gallons JA Provide 1/4' A 32 0 313.6 Alarm on weep hole or B 2.0 19.6 ant siphon C _ 5 2 51.0 Pump on B 0 device © D 12.0 117.6 120.00 ft C -All Totals 512 501.8 Pump off D Bedding under tank 119 00 ft Zoeller - Pump manufacturer ISJE Rhombus _ Alarm manufacturer BN 151 Pump model number PSP120V6H151P17Aa Alarm model number Pro ect Rogers 3 Bedroom Residential At-Grade Transaction Number Page 4 of 9 At-grade System Maintenance and Operation Specifications SE -rice Provider's Name Jim Boumeeste_r_ Phone 715 386-9020 P071TS Regulator's Name (St. Croix Co. Zoning Dep't. _ Phone (715) 386_4680) System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in zstimated Flow - Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L SciI Ak s,orption Component Size 1125.0 ft` Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coi form >10E4 lcfu/100 mL Service Frequency i Septic and Pump Tank Inspect and/or service once every 3 years Effluent Filter Inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test monthly I Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Inspect for ponding and seepage once every 3 years `her Miscellaneous Construction and Materials Standards observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watert;ght cap and are secured in as shown in the at-grade component manual 2 -Dispersal cell aggregate conforms to SPS 384.30 (6)(i), Wis. Acm Code. 3 X11 gravity and pressure piping materials conform to the requirements in SPS 384, Wis Adm. Code 4 Tillage of the basal area is accomplished with a mold board or chisel plow Fhe at-grade structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. 6 Areas within 15 feet of the downslope toe will be protected from compaction. AL' other construction details are as per the at-grade component manual SBD-10854-P (N 03'07] Lateral Turn-up Detail Finished Grace 3-8" Diameter Lawn - Threaded Cleanout sprinkler Valve Box Plug or Ball Valve Distriauuon Long Sweep 90 or -wo 9903 ft - - 45 Degree Benas Sa:.me Diameter as Lateral ~rcject Rogers 3 Bedroom Residential At-Grade _InEa:uon Number Page 5 of 9 At-grade System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General e.vstem snail Le operated n accordance with SPS 382-384 Wis Adm Code, and shall maintainE~c in accordance A, n its tiro lent manuals [313D-110&54-P (N. 03%07 R 01/12), SSWMP Pub 9 6 (01/81), and Pressure Distribution Component Manual Ver Sl 10706 (N 01/01, R 10/12)] and local or state rules pertaining to system maintenance and maintenance reporting. No :)r e should ever enter a septic or pump tank since dangerous gases may be present that could cause death Sep'ie ano pump tank abandonment shall be in accordance with SPS 383 33, Wis Adrn. Code when the tanks are no lo,iger used as SAT 3 components Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness Access Dien ngs used for service and assessment shall be sealed watertight upon the compleLon of service Any opening deemed unsound. drfecti;e, or subject to failure must be replaced- Exposed access openings greater than 8-inches in diameter st,a I tie secu~ed by ar of ec iva IocKmg device to prevent accidental or unauthorized entry into a tank or component. Septic Tank T rF septic tank sha'!I oe maintained cy an individual certified to service septic tanks under s 281.48. Stats TIt e contents of the St p:ic tanK shall be disposed of in accordance with NR 113 Wis, Adm. Code The operating condition of the septic tank and outlet ti ter 'rail oe assessed at least once every 3 years by inspection 1 he cutlet filter sl be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless prcvisers are made to retain solids in the tank that may slough off the filter when removed from its enclosure I, the filter is equipped w th an alarm the filter shall be serviced if the alarm is activated continuously Intermittent filter alarms may indicate surge tlcws or an in pencsrq continuous alarm The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of th , tan,. If the contents of the tank are not removed at the time of a triennial assessment maintenance personnel shall advise the o.vne, of wher tl-e next service- needs to be performed to maintain less than maximum scum aria sludge accannulation n the tank 7 h-! addition of biol )gical or chemical additives to enhance septic tank performance is generally not required However such ;,r gut ca sre used they 51iak be approved for septic tank use by the Department of Commerce Pump Tank e , ucsing) t r s n, 11 ce inspected at least once every 3 years All switches alarms. and rumps snaf be tested :c verify ;par ,;,erDnon if an .-h!uent fIq,-r is installed within the tank it shall be inspected and serviced as necessary. At-grade and Pressure Distribution System Nc tees or shrubs snould be planted on the at-grade. Plantings may be made around the at-grade's perimeter and the at-grade shall seecec and mulched as necessary to prevent erosion and to provide some protection from frost penatraticn. Traffic other than for .egetw ve maintenancei on the at-grade is not recommended since soil compaction may hinder aerator of the inf.ltratve s, Pace witnin -ro_,r o and snow coiT,paction in the winter will promote frost penetration. Cold weather installatons :October-Feoruaryl dictate that th j at-crade be heavily mulched as protect on t"rom freezing mlue it quality into the at-grade system may not exceed 220 mg/L BOD5 150 mg/L TSS and 30 mg/l_ FOG for septic tank. effluent or 3( mg/'_ BOD5 30 mg/L TSS. 10 ring/L FOG, and 10° cfu/100 mL for highly treated effluent Influent tlov„ may net exceed maximum do sign ~lo,v specified is the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be ousted of accumulated solids at least once every 18 months. When a pressure test is performed it shduio be compared to the iniual est when the system was installed to determine if orifice clogging has occurred and if orifice cleaning ~s required to maintain equal di>,tribuion within the dispersal cell -b3enation pipes wild it the dispersa: cell snall be checked for effluent ponding. Ponding levels shail be reported to the owner arc Dry It v G above 4 inch,-s considered as an impeneing hydraulic failure requiring additional, more frequent moniroi rng Contingency Plan I~ ti, ><:ptic tank or an; of its components become defective the tank or component shall be repaired or repiaced to keep the system r groper operatn.1 condition If the tosrng tank, pump, pump controls alarm or related wiring becomes defective the defective component(s) shad oe immediately ~ ~eire, ) replaced with a compo,,ent of the same or equal performance 1- tnE at-graoe component fails to accept wastewate, or begins to discharge wastewater to the ground surface it will be repaired or re.hiace j in its' present location by increasing basal area if toe leakage occurs or by renovating the biologically cogged abs )rption and pe-sal media, instalw,c new piping, and replacing other components as deemed necessary to bring tr.-- system into proper operating condition See age 5 of this plan for the name and telephone number of your local POWTS regulator and se e i~a pr~vaer Prc(ect Rogers 3 Bedroom Residential P Transaction Number: Page 6 of PUMP PERFORMANCE CURVE MODEL 151152/153 TOTAL DYNAMIC HEAD/FLOW PER MINUTE ,4 46 153 EFFLUENT AND DEWATERING 12 45 MODEL 151 152 153 152 1 Feel Meters Gal_ jt rs Gar lags Gal hers 5 1.6 50 169 61, 261 '7 291 1C 3.0 45 170 Et 2S1 ;0 2a. E 16 A. 4.E 38 144 5's 201 01 I 2;,1 20 81 29 110 an 161 ~2 197 N, 4 "r 6 20 25 7.6 10 c1 34 129 ,2 159 3C 9.1 - 23 67 A 125 35 10.7 - _22 85 40 22 42 Shut-oft Head 30 h. (9.tm 3E ft. 11 6rrn a4 n. (13 111 ' i ~ C.4;06B 0 I 10 20 30 40 50 60 70 8C 90 1A c ~11 a's LREi;S 0 40 80 0 240 80 32 72 1 bnNUT E E 01450dA Model 151 Models 1521153 3 1/0Y,.~ 41, '.1 nrK w., 3 r yo o7y /kt c ray cl. C NSULT FAC? ORY FOR o ; Pc::IAL APPLICATIOH'S 811 _ 3rre 9- 4vA 2r:3z i-- 4~ - Timac dosin panels available . - - - _lectnca alternators, for d~~plex systems, are available and aura a'~ ~:r,. suppiked with an alarm. • Variable level control svcches are available for connfing 3718 srngle phase systems. a ;T~ - 1 Double piggyback variab,e level float switches are available for variable level long and short cycle controls. Sealed Qwik-Box available for outdoor installations. See Fb11420. -i _ _ Over 130'F. (54°C.) speeial quotation required 1511 21:3 5enes ne 12118 15111521153 IICD6LS Control selection mss. Yood Volts Ph-~-We -Amps Sim PI ex Duplez_ - 47.®_ s;. 4_151 1 1 5 1 Non 0 1_ _ 2 a 3 - G-- 34151_115 1S &1o 6 C- 1 el uded 2 a 3 _1 1 L 111 1'Qi- 1 =151 230 No1 3.2~ 1 T .c 3 3c151 _230 1 Auro 3 Included -1 2-g-3 sic2s44 _K-:j64 4_152_ _ 115 1 Nat 8.5- 1 ~2 w 3 34152 tt5 1 Au:o U Inducted X20 3 3152 230 1 ~N_on 4.3~ 1 2 or 3 K152 230 1 fwio 4.3~ Incuded 2 or 3 4153 5 _ 1 Nat 10 5 1 _ 2 cv 33 34153 115 1 Auo _105 Inducted 2w3 3153 230 1 Non 1 _ 2or3 `!'_E i(-N G'JICIE 3_153 3J Au~o 5. nducted 2 a 3 1 Single piggyback variable level float switch or double piggroack variable leve 4 ;at a cAUTlorr switch. Refer to FM0477. coneois r rc e ricr C NIi Es and v.lrvg shou'S be cc-e dy a 0uaueec 2. See FM0712 for correct model of Electrical Alternator E-Pak r e ~c e:rr, 3.9 An elec n a ana swety :odes snot o be *a owrd nr.ludi~tg me most r t c ,a~ Fie trio cod ( E :I ad he c ccupabona Safery and Hawth act (C SHA) 3 Variable level control switch 10-0225 used as a control ac1jva1(x, specify OGa~ez ~,C) or (4) float system RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL TO: P 0 80X 16347 ` Louisvill KY 4 02 56-034 7 Ma,nurdcturers of SHIP TO: 3649 Cane Run Road Louisville, KY 40211-1961 Q /9~9 ® vaurr Pu,7as S vcE p r (502) 7782731 • 1 (BW) 82&PUMP hap1oww.zoeller.corn PV/V/~ LO FAX(502)774-3624 © Copyright 2004 Zoeller Co All rights reserved. ~X/ ~i~,y qua do e/L Tay ~ ~Tw.d,'tL ~o9e ~s /ogSGoLde.-~~~a.u~sL..t. La t/o cs„~ ✓o/ / 79, 7 7- 0 # loze- la e -oOO bCiny S.O.Sacr'es Qi, A E X/~Ein `r It E,rist~'oJ 3/~6~d,~,•, u o \ ~~dr1J posed o / / / / Jl w ova r~ /f . 13. 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PL-525 Filter The PL-525 Filter is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class. It has 525 linear feet of 1/16" filtration slots. Like the Polylok PL-122, the Polylok PL-525 has an automatic shut-off ball installed with every filter. When the filter is removed for cleaning, the ball will float up and temporarily shut off the system so the effluent won't leave the tank. Features: 1/16" Filtration Slots Alarm Sw • Rated for 10,000 GPD (gallons per day). (O ptional)itch • 525 linear feet of 1/16" filtration. • Accepts 4" and 6" SCHD 40 pipe. Accepts 1" PVC Extension Handle • Built in gas deflector. • Automatic shut-off ball when filter is removed. • Alarm accessibility. Rated 10,000 for GPD • Accepts PVC extension handle. PI.-525 Installation: Ideal for residential and commercial waste flows up to 525 Linear Ft. „ 10,000 gallons per day (GPD). of 1/16 Filtration Slots 1. Locate the outlet of the septic tank.; 2. Remove the tank cover and pump tank if necessary. Accepts 4" & 6" 3. Glue the filter housing to the 4" or 6" outlet pipe. If SCHD 40 pipe the filter is not centered under the access opening use a ~r Polylok Extend & Lok or piece of pipe to center filter. 4. Insert the PL-525 filter into its housing. Certified to 5. Replace and secure the septic tank cover. NSPIANSI Standard 46 I P1-525 Maintenance. The PL-525 Effluent Filters will operate efficiently for n-, several years under normal conditions before requiring; cleaning. It is recommended that the filter be cleaned every time the tank is pumped, or at least every three years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the filter Gas Deflector needs servicing. Servicing should be done by a certified septic tank pumper or installer. Automatic Shut-Oft Ball 1. Locate the outlet of the septic tank. 2. Remove tank cover and pump tank if necessary. 3. Do not use plumbing when filter is removed. 4. Pull PL-525 cartridge out of the housing.a 5. Hose off filter over the septic tank. Make sure all a i solids fall back into septic tank. ~a 6. Insert the filter cartridge back into the housing making sure the filter is properly aligned and completely inserted. "axtd"or Smart[ilter Alarm Extant & Eot r^r Potylok, Zabel & Best filters accept Easily installs 7. Replace and secure septic tank cover. the SmartFiltern switch and alarm. into existing tanks. Polylok, Inc. 3 Fairfield Blvd. Wallingford, Cl' 06492 Toll Free: 877.765.9565 Fax: 203.284.8514 www.polylok.com 0 WA Parr ri@ ` t eptia Taiak mmofta rsr l~' S S~ f, tM NA E)M~m Pk MERS Eiff, f v,: a; Mar LW wb Wmr +P ~ N. 'D Q SPA NG!xr!iaar of WIr om-s Efnuam F_tter h m1w 5 x M MA rNurnb!r c~ t"u lw Fea Unfv~ t M, NA I Pump 7oPtk Capachy a al M MA ' s~lr k !raw (avarasJ S ~ D -~fid ~e , rurn}a'Ssnic ~i~*ra~!rar Q NA r { 1 J k L7 p~ _ j? 1 p,~ O- \ 1 P N.A, M MA ,~zflil Pump mmlsl - met Unit ID NA Standard 3s~'ilhtsrit-1'~t^;usn: ;2us2t~t 1ror,-~iv rsv~rs~~' Fm' Gil & Cram tfotat x`34 S/f G so?dlarAval R""ar f2 Path Flt~t r 8;~tpizarr!7ra~l t3a ~~,3n l si;t {~irfs:l "r~t3 milt 0 NA t Q tN: n''tp-f Aare= Z VO*Vmd i tyHafunardadcfJeEs s! f 4'180 ci >~fsSE lr!n G ti bar A a a ispergal oelf(s} CI NA J" ratre »d n rFr»nt G!OrP Marrtt~lU avar t ; Jrr r !rr!r~ t~raesttrize~l ~~t? n;c~S, II En^G...und t~r~v:tgb FS~whtnir»al L~~rnanand (E!}3~1 Ci ftrtti V ^t C NA f L944m^G?ada s etas 5~~ dsci Eatias 6 s 5; 1 Fwal cull` mn { sfaia mom;} t rsr, M WA F ~ms;f}f!11 ii7 ffl, L48[iG &r2iC1L G3fZ", { g llt X1;8, 1~ ~Jx Cf Nf! other ( } NA 0 NA Other= tt&,, ~?e81 i~. ^t3U+tStaY ;CTtt ~ rSZk ~;Jua~. - . iut fg[t( 74 f~l+tl , SOW • !sY. a C1 NA '1 13~ •z ~ ~~l S q~ fsam Inca swar!~ b7•~lear,s G inspsat aondtoan of tunklsl - Arai , sryr ai i°xS1 t X1.1 calla Wpjatmz M INA thtEter•, etsrett~i~ati si~ttii~~ ° u?>aCy ai:rt ccsntarr a caftatYkisl YtrsY00) {1 ~ r 4 Q NA query: o~ .asp sl _ lrapEwc df2rsai raAtal At OAT tiFraa r i1} Gi A, + } q ~l I A4ta&stWliCS orwaCa, l • ` MFT11•~ cUaan r i f,~s=usir, , ~11tor 3 5 Ct ~lA ~ At teat ums t2VAiy: 3 VOW," E~apac= p t~ purxira c~*sk Ltis & sSarm _ 1:1 NA. a s. ' F!u"3t; J LerrIs and prawt4r.p a2tasr: At iapV, z-.s Every: CwI YE~F Q 1dA z!Ian i i ~ ~tyAi~vv ~~eras~ rrf t~J~t1~S~~~4 ~t~r i';'ar~F3ia'if~ t3p$w , tns 9ctRcsrts axF i3Crks and d 3 s{.isll bp, r;ada ay an Jnulvdu-i aarvtia one te~ka: Mestmr FIti !Yer: Masllsr °lt !1~Kf2r RtxW190-1 Stiraex, 4 i insPsatO' t~41C ~ ragk~ or in e funs mum i shads s uJsr~ai inafas ~ a~a a~ unE a tkfsl to S±~'!}xl~ any mfs~'Mq er brok im S'i~'41,r m. i4aR'~ P-M s ~xtau>ad s t>~ asawrs the v "•a r rafl'Ibin4rJ s Wd 2 ?ci 9~a~"t+ 81"d to ahl sck'far any Y+t3tak n or Yt a 4s atsu an faa disp5r i mills) sh :1 a visu~lfy~ inajtacCad 'IV chawJt ~tp s~luent fevmis ir} faa ts4ssat~ irm to ihsmk ibr M.Y. p :-,.I 8~ i i3nt can the gt+aUp~l suit-, `f hs pant~fng 4f erjuant on tµs ground ;r,,T rs may InOMW44a a Fsil A5 F;9St'4f= acid MquIras the immedia%rr$ti'jpatiem al Hhs lzmal M9 dsMN suw O6W-th' IAthen the omm. Vned sr, atn st + c, r r sl~i ge and sazJix! iii a»Ir~ tents -spials a Ctrl. ~~oi ~trrae h mgt p~tar i s anil l re can tents a t3s 'tank sherl i'Ye rwrinved by a c°-P'age SPRTafirft 9 Operator and disp . Wismanam AdmitSlmariwa Cade, All ot; 51rGtt1, 1ftGlttt~,itt bit r (Er' alte »arvtGSnfli s~~tuar itEC~rs, rtiselts~ti>E ar~-ui rsCi i3iYG:J'PKrt3s; ~!ra'asst>Ylsrlt ur-im, and any sarvlr r!.g at h'tacwai"% a S2I mmnths, sS?&E1 be perfwt=d by 3nl~rlns r J Gri ss si ra r vided the 13cai cspais=+arY +r"!Nnr!:y rxi:hin 9 C1 dints d mis 7lafaR tm 6,15a S n.atnl t~ta~i T.Adh" OR r•Sf~Ji ` ",1 ~..e ^.~^z^I4"~i~} °8~~ D'~ _ For new Bun t tcttcrt, Prior tree use of the pQ G check tres-;ment tank(s) for dial presance of PaTnf9ng-prrad~vtts or DtITEi vhenicBls may impsda the Treatmant proceSS and'tor tfam$g3 the disperae, call{s}, If hIg( ccncsn.aa crts gre d6tacted ha vs the =n-'e!-'Ts clF the t8nk(S) fernwred by a sewage servlatmg onEr=r =!Or to use. vYstarr, M-M up sha i not occur whsr, Qail conditione eta fMZan at the infat a"Iva ss.dma . During Potwar cuteg$a pump tanks may fill above aarmsi highvvat$r Ieveis, vtinan paver is ra reti the :s~t~a r~ tav~~r wTi! ba discharged to The wisp a# cell(s) in one large bass, overloading the c;xlits3 Lod may result In tree irackwP or sure ace..discl ergs v Effluent. 7a avoid z ?Ts short nave the contert'ts of the pump tans ramoVad by a Semen sewitm t power to the effluent pump cr contact a ialumber or POWT5 Maintalnar to assist. in manuauy ~ pastor rnr to ntrals m ess;ors n: rrrai levels w thin The pump Tank, ar2tirrg the p~ii3tp ovrt2s ais Mc Dc not dries er perk vehiclas over tanks and disparsal calls. Do not dfive cr park over, or other iaj.: dis.tur b or earapact, the zma .vii-thin 18 feet down slops ef env mound or -at-grade soil absorption area. JEd4dc'titm or alftrtination of the following from the vtraastevaater stream may improve the t38r;nrt;~atase and zsrct3aag the life of tl~a F101AITS; arrzib7a4,cs; baby vvTpsa; cigarette butts; condoms; coon swabs; ds-rsasars r^updattTon drain (scoop pump) wata,*t fruit anti vegateb?s as?ln ~,{ffA~ t~ , areesa ~ dsn~l~'Fiass; tl d~Yv.sFe--rzP, dt~r~=ZS~2hR'a, ast, t"rai"ning products, pee Icides, asr7ltary I-Wkinsr Tampons; l~Qe` -4- .na, a r rid iLl$S_ Rf~a e h ~ v and Water 5+'i@n]"' 't c ""Y,.•••,.t•E'_`.OS?~; :::7 i• aw ti ~n!}It"Ti3l~Fi~'{ "11"h r, -,,a FOWTS falls arttltcrr Is pert anarniy taken out of samue t. a iDihawing steps ylT~it ~S~ t'vkerj To th= prcperiv and safely ehsh$6ned in =mpliance ast-h chapter Cp,,Tr,t S3-23, wisccrs,-: Acimi7llstrafm; k odre. Aii piping 4 tanks and pits shall 128 disconnec4ad and the abandoned pies atcanings 4;eali:w. 0 The contents of a a'tanlm and pits sha;i be remiaved and ,crr perPy dlepmsed a# by a r _eY a t^, pJ:C; a' %anks and ;fits &,tj be ;sxcav; t°C c ~i 2r ov$ or ^ i'C: d`ra ravel or w7a nar Fner, solid materiel- .Y CC °G F2rf '4f C and t^6 void S 3Un TT!'c d G3~3':fi PLAN vis C~IT1i `418 2Ta'' :lnrcci#° rE,osirsrr iP 5ilt 2 .cil.*.4S`li,g ^8^SC•irES tos>>'? keen, YZi h.« 4s• +}•_I 5yst5m; K€ , - p."C1Ti E E ScSLc G"Sr!"piier!'t A suitable raptsca:nsnt area has been evaluaTed and may be utilized for the locatran of a_ r3 ~=~eTtii9r3r. su;l aJ rptlnn system, The replacement area should ice Protected from dis:ztrl~sr.ce ertd cctn paction required Setbacks frorn aXi94,itip and pmposad structure: io" Miles and vreliQ+ R7ura to pr he raplacsh%nt area Will result it fhe new 4or a nsw soli and slW evslua fan to s -tabiish a auita.we r eplacGmerm area. Daz stmt 3';+8t1 rRB mz1Bt =nPly w th the rules in afract at that t7ma. Lt A suitable rsplamemettw area is not avai}eale 4tts to satbacq; and/rear soil 11mitaYjttnga Rarrlhg advances in POWiS Tachmology a Melding tmnk may he instaileti as a last resort to replace the faded POW T S. 17 Tits site has nm easn evaluated to ldewtJfy a auitebis raplacamerit area. Upon ;a:Ture of tree poWT g Ball and sate eveiuartan must ba parDrmed to locate a multable replacement area. if no replacetsten't arse is available a hetrdNe tank may be installed as a test resort to replaea The felled PLtW T & t Mound and sigrade sail ai rp'tion systems rrsy lea recortia+ruc~d is plip-ne fail w1r.1g remol,ai csf the tt}emat at -'ha infiltrative surface, Reco mit utitions of such aystam& most cornpiy ujith titre rulas ftt dEjact a4 that-tima. N/1,nr^,i~ll?~ G>> SEPTIC, PUMP AND 0$141~4 TREATIVI..W. TANKS MAY CONTAIN I.RT4AL GASSIM ANLIOR-IFUL°M(T, ?ENTER A SgPTiC, PiJWr p OR 0tHER TREATMM1 TATTY €.1NDEPI ANY RG~'MSTAN BC-A :1j U AY t6?t"t?ra~N~t, Do l1r- FFESON FROM TIER INTERIOR OF A T AA NX MAY 3B t',t: RCULT OR IMPOSS1111-i. '1~Alf ~S33E a°. R);Sirt3c '~F A ADDiVONA€. COMUfENT5 1'0INSTALLER F'v5VS MAl14TA(l~~~l llama Ft:arts f l $ L bb Phone i Nam D AY LC iLOCAL «1t sto . a s ,sc Name "./11 J F i ie y V > 't i~+t 1*5dr ';%u~ISC^r92n r;5~if7s8~i?V~ vt!a' 3.