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HomeMy WebLinkAbout018-1087-65-000 ncnO 3~n [~ ~1 3 ~ ~ ~ ~ ~ ~ • C ~ 3 3 ~ ~ ~ ~ ... ~ _. r. ~ ~ O ? w~ N O O ,"~ ` ~ A p j S N N O < O ~ N N ~ ICI ~ a N ~ ~ a rn o~ m "s I 3 ~ ~ w ~ 0 tll N V 0 ~. ~ ~ m ~ Cn z D a ~ ~ O ~ m c~ D y a D ~ 3 ~ W ~ < ~ °~_ N ~ N N O Z o ~ i 01 0° nrcn 0 w w a i 3~ 6 ~ ~ ~ ~ ~ ~ ~: o ~ '0 ~ ~ ~ ° II ~ 2 r. ~ m ~ ~ ~ ~ o 7 ° ~ i i ~ ~ a I 3 ~ O ~ a ~ •• y Z I o ~ Z ~ D =; I ~ Z O ~ D~ i n i c I ^• ~ ~- O a ~ ~ ~ ~ ~ I ~ ~ ' I ~ m o ~ c ~ w n co O I fl. 3 m ° ~ j ~ ~ ~_ ~' ? ~ ±i O N X N i in ,~ ~ N Q A~ 7 7 N ~ < y O .. , y ~ ~ m ~ ~ z O a ~ ~ ~ ~ 3 .' ~ ~ ~ to ~ i ' Z ~ W - A a i a ~ ~ O ~ T N C o d j I y ~ I I I o w. O~ ti N I o I ~ I CD I ~o o°o ~ ~ f0 ~ , ~ w O ~ ~- ti ~' C \~~ ~, Wisconsin Department ~ Qommerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) 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 Green, Scott Hammond Townshi CST BM Elev: •T Insp. BM Elev: ~ BM D scription: '~ = ~ T ~~ 1~.~ PA.a -S $w TANK INFORMATION O I ELEVATION DATA TYPE MANUFACTURER CAPACITY Septic I ^ ~C ~ J G~/~ Dosing ~• C( Aeration Holding / TANK ~ETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic , ~ ~ ~ ~O t O ~'~ Dosing .c 4 ~, Aeration Holding PUMP/SIPHON CNFORMATION 'C~ '~ ~ anufacturer /~ n S CJ~ mand (~ GPM ` 1 _ umber ~~~ L 'f - ~`. H Lift ~ ~ °~ Fricti n L s ystem H e a TDH Ft 3. .~ a~. ~ Forcemain LeYg;h~ t p Dia. ~ Dist. to well ~ ~ SOIL ABSORPTION SYSTEM ~~ ~ v BED/TRENCH DIMENSIONS Width ~t Lengt~~t No. OfTren~~ PIT DIMENSIONS No. Of Pits Insid Dia. SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEAC anufacturer: INFORMATION CHAMBE Type Of System: It~~. ~~ ~ ~~ ~` /1 Mo er: DISTRIBUTION SYSTEM ((a ,b, ~.~-~ P(~,) ~, ('r Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake v~L~r'`'~`L Pipe(s) C C Length Dia Length e/ Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems~nly Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched BedlTrench Center Bed/Trench Edges Topsoil ~'~ Yes ; ~ No ;-I Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection#1• / spection #2: / / Location: 1637 87th Ave Hammond, WI 54015 ( E 114 W 1/4 20 T29N R17W) HammonZ! aks 1st Addi i Lot 6 P r I No: 20.9 .685 ~,~.~.~ l 1.) Alt BM Description =~ ~~~ J~~e~ trN z St.S nB+~eQ,.Ctt~,~r` C~~~~~lO J~f 2.) Bldg sewer length = Z e~~Z~ ~ ~ (,Q - amount of cover = ~ ~ t~, ~ I , SG p . , / ~~~~ , r7 _ v 1 Use otherls de for additional information ~ No ,_~i ~ X00 ~~ __-J _ - __(/1 _._ -- ----- -____ ' _I -- i__. ~ _ - I SBD-6710 (R.3/97) Date ep tor's Signat Cert. No. County: St. t;,roiX Sanitary Permit No: 430105 0 State Plan ID No: Parcel Tax No: 018-1087-65-000 Section/Town/Range/Map No: 20.29.17.685 STATION BS HI FS ELEV. Benchmark . 32- ~ t~.a' Alt. BM ~ 3 ' T .~ ~ Bldg. Sewer SUHt Inlet ~ ` .~L` TJ / ~ ~ ~~~ ~. 2Sr ~ SbHt Outlet Dt Inlet Dt Bottom 2,7.wS ,~~ /~. (, .~ ~ t Header/Man. Dist. Pipe , Z n(~ ~ Bot. System ~ / T ~ 9~ T Final Grade w i IZtI ~ St Cover Safety and Buildings Division 201 C~h' ST ~ i " W. Washington Ave., P.O. Box 7082 • C () ~ ~~~ns ,~ Madison, Wi 53707 - 7082 Sanitary Pemtit Number (to b filled is by Co.) Oe artment of Commerce (erg) 261-6546 1 j Sanitar Permit A lice ' n y pp ~~c~r~~~ Plan LD. Number In accord with Comm 83.21, Wis. Adm. Cade, personal inf on you provide ~ may be used for secondary purposes Privacy law, s I5. (1 xm) Pro ress (rf diff t tltm g address) I. Application Iaforattttlon -Please Print All [aformatioa Prop~~ Owtter~s T-atne ('', ,~' `) c , ~ F_ p ~ ~l I.ot q Block i! ' / ' Ptvperty Owner's Mailing Addtrss a l Property Location ~ a~ ~, s~r ~~ Cit State ,~ ,~ y. j,~ J1 1 Zip Code Phone Number '~ U~ f . ~~ (click oQe) . ~p~ T~N R~E IL Type of Building (check all that apply) ' h i ,(~t~ ; o ~! or 2 Fatally Dwelling - Number of Bedrooms ~ Subdivision Name CSM /Number / 1/(f O Publ~Cmnaxacial - Deacn'be Use ' ! s' i~(y ^ Stau Owned - Daaibe Use ~n s~. ~ k ~ ~ ~'l GQ-w~j-Lt/t/ ^City ^Village~7' ip of .a ~ UT. T ype of Permit: (Check oaly one bolt online A. Complete lice B if appUcable) ~T' ~ a- A' New Systtsn ^ Replaceateat System O TreaaaentlHokGa Tank R lacartesu g ep Only Other Modificatan to Existing System B• ^ Permit Renewal ^ Permit Revision ^ Chrutge of ^ Permit Traoafer to New List Previous Permit Number end Date Issued Btd'oro ~ Plumber Owner rv. of POW'I'S 5 check ap that a ^ Non -Pcecsurited 6t-Ground +~"Mormd > 24 io. of witabk soil ^ Mound < 24 in. of witabk sor7 ^ At-Grade O Single Pass Sand )•;her ^ CAOStrtrcted Wetland ^ Preasttrized in-Ground O Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Ratirculating Sand Filter ^ Recircubuia Synthetic Media Filter O Leachia ^ Clop Line ^ Gravel-less Pipc ^ Other (explain) V. retttanent Area Iaformatioa: Y~Lvr; , ~ ) Dedga flow (gpd) Design Sail Ap_pi' Wte(gpdst) .o~~ "S'am`" Dispersal Area Required (st) Ain Proposed (at) Syttem Elevation . ~'(~ ~~° 5d r~s~ 9`~'~C7 'i VI. Teak Lfo Capacity in Total Number ufitcdver Site Stud Fiber Plastic Gsilona Gaibas of units , ' / ~ ~~ ~1_ ` cottcreta caaswctea Glass New ~ ~~^ l 7 W %Wr-C / T.al~ T ~i ! ~ segue err Ho1~ Tadr ~~ese /1e+obic Trettraera flail VII. Res tssibiti Stateaceat- 4 the rttdetsigaed, assttase regroadb0ity for ittstalla WTS tiflowa oo the attactted pleas. Pi 's Name (Print) p gnature ~ ~ ~ ti( ~~~ ~ Busirtess Phone umber ~~ ~~~ -~~ 4~r ~ SS ~~ ~ ~ t 0 t VI Coaa rtmeat Uae Oai Approved ^ Disapproved Sanitary Permit Fee irtcludes Grotmd~ ter ~ $e F«) ~ Dal ~j Issuing A t Si Stamps) • O Owner Given Reason for Clenial 3a s' Z y o Conditions of ApprovetUReasoas for Disapproval ~~G~~'~.fl=>~ ~ s~~ ~~ ~ she ~ ~~ cry `~° ,9-~ /1-e ~ ~ d ~ ~f h2ar~-fu,~. s s ~m~. .~. sy y ~ ~ /LI / c,0r~,~:, ~~ 3 ~,i r n~wca eoaaprets pwt (p tab caaaty,~ssy) tK tae M Paget not lent lane a1R Z l l laeaeo b'Size ' SBD-6398 (R. 08!02) ~~ O~~c-. , rl,yl rLrly • ~ Scale 1 "= 4.0 ' ~ 8~ `rt-F Av L _ -. 3 OO ~$- 1"O ~.., 0 F BUY 77.t 57'_ ~~ J J ~ a J . J ~ ~ ~ ~ G~• x Su66~`f~ ~~~ ~~~~ ~ 3 ~A~ ~M~ ~~ o o\Z h\S~1\Z.S3 9(f c S~ 'ctirt S ~-rz~ ;~~ -`' ~ 8.2 4 \\~ 9 ~ N q3, ~~ \~~ ~~8. ~~ y ~ 3M,Ff2 \ / 4~ , ~~~ 6 0 ~~.~~ Page 3 of 7 e•b ~ ~N-~l ~-O~Jl~1V1Z- ~Tl. , c1.~2.0 ~ auk r't OF ~C- ~_ q$.p ~ ` ` ~ ~ I x.:100.0 ` o,J l~P or Gtz.L~~..~ S~~ . --- - ~ 9~.5 • __ GROu1~D. ~7.~, .Ri' `[L1LlSJw STPckE` , ~.r . ~..~ ~~.!D- ~ ~~ ~~- NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( Z required). 3. Septic tank to be 1~00~ Sb gallon capacity manufactured by ~~~J~~~~z CuUG~k(~ (~-v~P loocl6So-1")2~ wlA-- t8oo Zf'~l~- Fic-7~7z 4. $ench mark ~ •. S~ ~st3uyE - 5. Divert surface water around system to prevent ponding at the uphill side. isconsin Department of Commerce ~~~i``~ 1 S 2003 ,~,,. -~~ ____ ;t June 12, 2003 CUST ID No.267341 ARTHUR L WEGERER WEGERER SOIL TESTING & DESIGN SERVICE PO BOX 74 RIVER FALLS WI 54022 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/12/2005 Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. commerce.state.wi. us/sb www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 SITE: Scott Green 87TH Ave Town of Hammond St Croix County SE1/4, SW1/4, S20, T29N, R17W FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 906432 Numbers ~ Transaction ID No. 875096 Site ID No. 660060 Please refer to both identification numbers, above, in all correspondence with the. agency.. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes CO>nd 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: DE EN General Approval Requirements: $E,E CORR • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD-10572-P (R.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD-10573-P (R.6/99). • Per manual cited 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. • 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 • 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 • Comm 83.22(7) A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. ARTHUR L WEGERER Page 2 6/12/03 Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries number listed below, or at the address The above left addressee shall provide a copy of this letter to the owner and any others who are responsible ~*~la+'^^ operation or maintenance ^f rha PnwTC Sincerely, / ~~~~~~ Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday cbratz@commerce. state.wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WSMART code; 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 i t • ~ •RECEIVED TITLE SHEET Page ~ of MAY ~ p ~f~p~ BOUND SYSTEM SAFETY & BLDGS ~ BEDROOM RESIDENCE Dt~V. This plan has been prepared in accordance ~,rith the Mound Component Manual SBD-1057 P and the Pressure Distribution Manual SBD-10573-P C CZ. b l aq~ C fz. b l 4 q LOCATED Ir1 THE SE 1 /4 OF THE Sw 1 /4 OF SECTION z0 , T Z°t N, R ~~ 6d, TOWi1 OF ~'N~~,U~~ ST_C~LK COUNTY, WISCOPdSIN, LU T ~ S ~ r- ~ M ~ U~v~ _ C~Y~s ~ s r' 1R~D INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTE~I rIAIdAGEi~ENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEj7-CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUI4PING CHAPIBER CROSS SECTION PAGE 7 of 7 PUriP PERFORI.IANCE CURVE PREPARED FOR _ S ~ll1'T _ G 2~~V _ X117 ZZO Tl# sT. _ 3 t~c..~ Lvl ~, iv/ S~ o o Z PREPARED BY WEGEE~ER SOIL . TEST S NG AND . . DES = GN SERV S CE ~na11y .~VED ~~ 'OND P,0, Box 74 421 Id.Tlain St. River Falls, WI 54022 ~o Phone 715-425-0165 ~®~~~,~~~,®~ Fax 715 - 4 2 5- 6 8 6 4 ~ .~~,..~-..,,~` ~' •~' ~ ~ • WECEFtEA D-675 P ~ EtLSWOi7T~+ ~~ , s~ ,~ ~; S- ~~ -p3 JOB N0 . 0 3 -~ ~o • Mound System Management Plan page Z. of 7 Pursuant to Comm 83.54, Wis. Adm. Code - Seotic Tank ~~~D/~ The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if . the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending 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 the tank; If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Puma Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution S stem No trees or shrubs should 6e planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the inrlltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg/L GODS, 1.50 mg/L TSS, and 30 mg/L FOG. Influent flow may not exceed maximum design flow specified in 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 flushed of accumulated solids at least once every 18 months. When a pressure testis performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring- additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manual [SBD-10572-P (R. 6/99)j arid local or state rules pertaining to system maintenance and maintenance reporting. _ No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Contingency Plan If the septic tank or any of its components become defective the tank or component shalt be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump,. pump controls, alarm or related wiring becomes defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area 'rf toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions about the operation or maintenance of this system should be directed to: The County Zoning Office at _ ~ 5-38 6 - ~[ b8o ;- ST'~ C-1~.o1_K The system installer at 1,~rj`_ Z.S_R~S$ Ll)Z~JG The tank manufacturer at ~(~~~3~5 _~l~Ej _ GUI,~~ The effluent filter manufacturer at X00 -2-?1 -S7~Z Ztf~$~;t. The pump manufacturer at (~ 30 - $ Zl) - l(~l~ ~ CadUL1.jS PLOT PLAN Scale 1 "_ ~!Q ~ 8~ `rtF- Av ~. 3 0 c~ ~$- To ~'_, o ~ ,~ ~~ ~ ~i sr_ J J ~ .~ J ~ ..J ~~ ~~ G~• ~ Su66~-~j ~~~ `~~~ i ~ ~~A~ ~ ~ ' I - ~ z~ 6 ` v~G~ ~ tiur ~ti~tt~ ~9--ez- ~~z ~~s~v~.B 9y\ ~n ~ ~~ . ;. ~ \~ J `~ ~ s. i \ q~ ~ ~~ \~ ~. ~ ~~~ 4~ , 6~ 0 Page 3 of 7 ~3 S~ i ° ~ Z ~~vc ~.~, _ ~~ ~i \~\ ~~ ~~ e•I~ ~ aNt~l o-O~hUV~L. ~TL, 0l.`2,p ~ aU~ w'1 OF ~1L ~. loo• o ' 0111 7oP o r G'RC't~- STf~hz.L , _ _ _. _ __._ _ 8? _~T?-_ g~ • S - _6ROUf-~D ~. 1~}T' `tC1ltSWLV .S~'`P~ck.~` , _ NOTES : .. ._ 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( Z required). 3. Septic tank to be X000 ~ S b gallon capacity manufactured by °-~ti~`~ Z CuUG~ (~kr~P lou~l6So r~2~ ~vl/-~- t8oo Zf°~L'Z. Fic-`TA'R 4. $ench mark ~~. S~ r'n3UUE 5. Divert surface water around system to prevent ponding at the uphill side. Page ~ 0. 7 Approved Synthetic Covering` AST~i C33 Medium. Sand Topsoil ' b % Slope Distribution Cell of ~" to 22" Aggregate iJ ~ , 1 t istribution Fipe F D~ e Force Moin From Pump CROSS SECTION OF A MOUND SYSTEa Linear Loading Rate= ~ •0 GPD/LN FT Design Loading Rate=O.33GPD/SQ FT _----~ --.....,.~ .~~on •~~ ---1 -- L A 6 Ft. B ~ S Ft. I `Z- Ft. J C~ Ft . ' K~Ft. L X13 Ft. w z y Ft. G Elev. ~ a,0 Flawed Layer 0 1-O= Ft. E j•3bFt. • F O . ~j Ft . G O.SFt. H 1.p Ft. ~} -Observation Pipe 8 ' K (- ------ ----- ----~ ~g cFss c~-f-•--------------------- --------------- ----- - A ~ ~~b 8, ~ - ~ - _ - W ~~__~_ --- -------- --------------------- t Force ain ~'~T~zS• A'1' . Distribution ~--Cell of 2" to 2?" o1'nustT ~ @`'D Pipe aggregate 1 . - Observation Pipe (2-uchcr securely) ;':: PLAN ~IE~1 OF A MOUND SYSTEI4 Distribution Pipe Layout Place the holes at the botton of the distribution pipes at~equal spacing. Remove all burrs from the pipe and holes. Extead the end of each lace-a1 up with the use of Ion? turn or 4f' f r~:nQ to a paint within six ~~ inches of the final ~*ade. Terminate the ends of the late.~aIs with a vaive,:threaded can or threaded plug. Provide aces from final grade for the vaIye; threaded cap or threaded pIuQ. T~-t t'. I cr, L LZOS S s'~`.~1g?v FVC ~ Fy` PVC Latent Manifold Laterl tom- LPrN V \ c,J F -- C- G- -- Pace 5 of ~ 7C~ti5 5fl~ - -O ---0 h Y;7J 1 F-~ ~: ~R C ~ FtiJV P 3-7 Ft . S 3 Ft. X ~-~ Inchps Hole Diameter t ~ ~ Inch ~ --- Lateral " ~ ~ InchEes) Manifold ~- Inches Force Mafn " Z Indies ~ of holes/pipe ~q Invert Elevation of.Laterals 9 8•~ Ft. • - Combination Sepr,3c~Tank and PII~MP CHAMBER CROSS SECTIOIJ AIJD SPECIFICATIOAIS' PAGE .~ OF 7 ~ 3P ~a>J P IPEr '~ /PrttLll s ttT cn-p ' Fl N ISH~ • GQ^c~E I ta'MI~1. ~ UJLET Approved joint w/ PVC pipe ._ •VEI.IT CAP ~ • WEATHER PROOF ' ~uucTlou aox . 'i~C.Z. VEN7 PIPt s ~IPPROVED LOCKING ~ lO' FROM ODOR, C~MAYJHOLE COYER ~vt'M :i1A100W OR FRESH ~ \ wARtJ11JG LP.gEI_, A~IIJTAKE s ~ coraDutr 6`Kw.• •' ~ i . L'~l- ~ °1 O f - i ~~ ' ~__ ~ ~~ ~`~` _.. _ ~ ~ +•~ ~ PROVIDE I ~, , ., •• ;~ ~ AIRTIGHT SEAL I '~ f e~~~~ I ZPZB~.. F t~~~ -• A (~ - l~Op I I a ~I i i I I I C •I I CLC1l.~~.,q~'FT - I PUKP ~ --~ D COAICRETE ~~ . $ 3 -O'0 I ~ ~ ~ 9LOCK ~' xlu. 18' I'll ~!. •, -- 'I II Approved I ALARM joint w/ PVC pipe ou OFF -~ RISER EXIT PERMITTED OIJLy IF TA-JK MA1r UFACTURER F{AS SUCH APPROVAL~3~Ay~~Fn ~cD171 N4 SEPrtc F SPECIFiCATIOt~1S . DOSE T~uK MA-1UFACTURI`R:~1~ ~Z ~1CRC~ AlUMBEA OF DOSES: S. I TA1JK SIZL :wLp -OOu~6S0 --'1 R PER pA~ ~ C*ALLOAIS DCSi< VOLUME 1 ' ALARYI MAUUFACTURCR: __S,J ~G~-~~RQ S S'T~~^ IA1CLUptAJG 6ACKPLCW: ~' `~' S GAltOhl$ MODEL 1JUMBER: ~~~ Nw CAPACITIES: A= Ig IuCHC50R 31~~ GALLOys SWITCH T~PC: -_- G ~~ S~ g = 2 IuCHES'OR 3~ O PUMP MAf.IUFACTURf R: G~.LLOiJ$ C: ~ ` ZtUCHES OR ~' `~' S G MODEL 1JUMHER: ~^~~S ,., ' ALL01.!$ p= L~ TLZ lots S SWITCH TYPE: 'N1L~ZC-l.)~~ INCHES OR GALLO-JS A ~ IJOTE: P1111P AfJO LARM AR Td 6~ MI-JIMUM DlSCHAR6E RATE ~l'~~O Gp/•~ INSTALLED pA1 SEPAR,~TC CIRCUITS yERTiCAL DIFFERENCE DETWCEU PUMP OFf AUO..DISTRIBUTIO-J PIPE., 1L~'ST FEET + Mlt,llhtUM AIETWORK SUPPLY PRESSURE , ; .. • 6' S~ FEET ~•u~ t• ~, ' -I- \3S FEET OF FORCE MAIN X Z^y9 F j Z•~2 soo FLFRICTIOU FACTOR. • FEET _ TOTAL DyWAMiC HE:Ap ;: ~3 '~ b~FEET As per LZanufacturer. ~~-~. gal/in. Liquid depth 3~a Goulds Submersible Effluent Pump ~c 1 0~ ~ MODEL 3871 EP05 APPLICATIONS Specifically designed for the following uses: • Effluent systems • Homes • Farms • Heavy duty sump • Water transfer • Dewatering SPECIFICATIONS Pump: EP04 • Solids handling capability: 3/4' maximum. • Capacities: up to 55 GPM. 1 ; • Total heads: up to 24 feet. ' • Discharge size: 1'/i"NPT. • Mechanical seal: carbon- . rotary/ceramic-stationary, BUNA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Pump: EP05 • Solids handling capability: '/"maximum. • Capacities: up to 60 GPM. • Total heads: up to 31 feet. • Discharge size: l'rz' NPT. • Mechanical seal: carbon- rotary/ceramic-stationary, BUNA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. .\ _% • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Motor: • EP04 Single phase: 0.4 HP, 115 or 230 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • EP05 Single phase: 0.5 HP, 115 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • Power cord: l 0 foot standard length,l6/3 SJTO with three prong grounding plug. Optional 20 foot length,16/3 SJTW with three prong grounding plug (standard on EP05). METERSIIFEET 10F 9 ~ 3f s z: o ~ a w x U 6 p( 5 0 1: '~ 4 H 0 ~ 3 1C 0 5 00 .v a ;~.ov 4u 5U GPM ~ ~ ~ ~ ~ ~ ~ 0 2 4 6 8 ~ 10 12 m~(h CAPACITY ©1995 Goulds Pumps. Inc. • Fully submerged in high grade turbine oil for lubrication and efficient heat transfer. Available for automatic and manual operation. Automatic models include Mechanical Float Switch assembled and preset at the factory. FEATURES ^ EP04 Impeller: Thermo- plastic Semi-open design with pump out vanes for mechanical seal protection. ^EP05 Impeller: Thermo- plastic enclosed design for improved performance. ^ Casing and Base: Rugged thermoplastic design provides superior strength and corrosion resistance. ^ Motor Housing: Cast iron for efficient heat transfer, strength, and durability. ^ Motor Cover. Thermoplas- ticcover with integral handle and float switch attachment points. ^ Power Cable: Severe duty rated oil and water resistant. ^ Bearings: Upper and lower heavy duty ball bearing construction. AGENCY LISTING SP• Canadian StandardsAssaciation (CSA listed model numbers end in "F" or "AC".) I -- ~ --a ~' i I T. ~ -~ -: ~- ~~- ~~ i ~ ..~ , _, 5GPM' I ~ = ! x f ; l ~. c '23 ~ ' - ~ i L3~,~~ t j.. i 4 ' ~ i ~ - ' ~ - - EP136 -- i ! i _ EPOa -. i ~ I s ~ i ~ ~ I ..Wisconsin Department'ofCommerce SOIL AND SITE EVALUATION Division of Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code Page 1 of 3 Gustum Seotic Service Attach complete site plan on paper not less than 8'/: x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. -~ Parcel I.D.# o~~-/o~~- G S = o~ APPLICANT INFORMATION - Pl " !for- ~ al// ii a f~ eas ti _ > n > p. - D i B t ~ Personal information you provide may be used fors 2,ry~rpos ~ (Privacy )_avr 515.04 (1) (m)). ~ ev e y a e / ~ b 3 ' (f Property Owner ~ °'" ! Prt?perty Location Humbird Land Co oration ~ Go Lot n/a SE 1/4 NW 1/4 S 20 T 29 N,R 17 W Property Owners Mailing Address ~ - A r ~ . ~~.~~ u Lot ~ ~ Block # Subd. Name or CSM# JS><- ~, ,,, 332 Minnesota Street, East 1404 - ' ~5 n/a ~ Hammond Oaks ~ Addition ~ City State tip Cade Phorfi - ~ ity ^ Village ®Town Nearest Road Saint Paul MN 51'41 6 •• ~,.5~'(~ ;' Hammond ~ 160Th Street ~~ '~ s 3 ^Addition to existing building ^ New Construction U ~ Residential;/ i a se: ^ Replacement ^ Public or Code Derived daily flow 450 gpd Recommended design loading rate .5 bed, gpd/ftz .6 trench, gpolft~ Absorption area required 900 bed, ftz 750 trench, ftz Maximum design loading rate .5 bed, gpd/ft2 .6 trencth, gpolftz Recommended infiltration surface elevation(s) along 97.0' contour ft (as referred to site plan benchmark) Additional design I site considerations BM 2 = 97.5' ~~d W , ~ ~~ ~~~ ~, f~/ ¢f «~ ~, Parent material ground moraines Flood lain elevation, 'rf a liable n/a 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 ^ S ®U ^ s ®U ^ S ®U ^ S ® U SOIL DESCRIPTION REPORT Boring# 1 Ground elev 97.5' ft Depth to limiting factor 26" 2 Ground elev 94.9' ft Depth to limiting factor 25" Horiz n Depth Dominant Color Mottles T t Structure Consisten Bounda Roots GPD/ft~ o in. Munsell Qu. Sz. Cont. Color ex ure Gr. Sz. Sh. ry ~ ;Trench 1 0-8 10yr3/2 none sil 2msbk mvfr as 2f,lm 0.5 0.6 2 8-11 10yr4/4 none sil 2msbk mvfr cw if 0.5 0.6 3 11-14 10yr4/6 none gr. sl 2msbk mvfr cw - 0.5 0.6 4 1 -26 10yr5/6 none gr. sl 2msbk mfr cw - 0.5 0.6 5 26- 4 7.5 4/6 3't' c2-3d 10yr7/2 7.Syr5/8 gr. scl 2msbk mfi - - 0.4 ~ 0.5 Remarks: 1 0-9 10yr3/2 none sil 2msbk .~ mvfr as 2f,lm 0.5 0.6 2 9-15 10yr4/4 none sil 2msbk mvfr cw if 0.5 0.6 3 15-22 10yr5/4 none sil 2msbk mfr cw - 0.5 0.6 4 22-25 10yr4l6 none sil 2msbk mfr cw - 0.5 0.6 5 2 32 7.Syr4/6 c2-3d 10y 7/2 7.Syr5/r8 sil 2msbk mfi - - 0.5 ~ 0.6 Remarks: CST Name (Please Print) Signature: Telephone No. Tom Gustum `~ 71558-1344 Address Gustum Septic Service Date CST Number Ref# N13450 937th St., New Aubum, WI 54757 3/1/00 227618 1185 ~7K~-~133a) PROPERTY OWNER: xwnbirdLandCor~radon _____ SOIL DESCRIPTION REPORT PARCEL LD.# __ 3 Ground elev 97.5' ft Depth 10 limiting factor Gnwnd elev Depfh to limiting factor ~~as pays 2 'o€~ 3 t~..........ee_.:.. c.....:,._ Horizon ~~ lbminant Color ~~ Texture Structure sistence Boundary Roots • ..,,.. --- ~ in. Munsell Qu. Sz. Cont Odor Gr. Sz. Sh. Sect -Trench 1 0-9 10yr3/2 none sil 2msbk mvfr as 2f,lm 0.5 ~ 0.6 2 9-14 10yr4/4 none sil 2msbk mvfr cw if 0.5 0.6 3 14-19 7'.Syr4/6 none gr. sl 2msbk mfr cw - 0.5 0.6 4 19-29 .Syr4/6 none- gr.ls lmsbk mvfr cw - 0.7 0.8 5 29- 5 7.Syr4/6 1_ c2-3d 10yf7/2 7.Syr5/8 gr. sl 2msbk mfr - - 0.5 0.6 n____r___ t n__~_ _cn ~ i~cnia~n~. -.~ ...............~..,~.,.. Ground elev Depth to limiting factor Ground elev limiting factor - Remarks: ,~ . ~. o, ,I i ~ ~ N ~ ~~ ~ W ~~ ~ ~ N O ~ ~ r - ~ C ~ O ~,, Spa o ~ ~ ~ ~ pe S ~, 3 ~ ~ ~ ~ o n °- c7 0 o ~ ~ ~- n o _ o o ~ ~ -- o L ~ ~ ~ ~' ~ o o `° c~.i o `9 _ o ~ W ~ ~ ~ A cn N m ii i n ii m m cn ~ m m r Q < C ~ fTl -o Z Z7 cn ~ ~ m I O ~ z - O ~ ~ cr O _~ O ~ ~ o O Z O O ~ w cn z m ~ ~ I o I ~ r O O G7 ~ -I ~ ~ ~ S N O ~q ~. z ~ OJ t -t n a ~ !) ~, c, ~ ~ ~ n ~- ~ _ ~ ~ ,,-, o ~ z m o D cn ~ N z -~ 3 c `~ b ~ m o i ~ ~~ ~ n ~ o - Z o - - v ~ a on Z ~ ~ 3 O~ Si ~- ° cn __ ~~mo ~ m °-o'm~ ~ n ~ m r, ~ N O m ~ N A ~AA+ ~ OJ n ~ ST CROIX COUNTY SBPT[C TANK MAINTeNNVCL' AGIteeMEI~E1' AND OWN~RSii[P C~RTIF[CAT[ON FORM OwnulIIuyu Mailing Address Property Address (Vectficatioa rcquicnd from Ptioniag DcWrtauat for scar co+~cudioa) C~ity/StaLe ~ ~ ~ P,ammei Idautiftcation Numbu ©I8 ~ /0~7 - (0~ Q~~ ~~A.1~, UESt~'~pN Property Location %a, ~ ~, Sec. ~, Subdivision rAt # ~_ ~~ti~ca s~tq ~ ~ votnmc - ~~ # `"'i#st~t~nty- Doed # w;/ 2 ~ (~1 Volmme 22 . _~.~,, Pagc # Spo~.boIISe D yes D no Lot Iizux abt+~ ~ yes D."~o° ''Yb _ I~N~A~v~w~ °~~Of]'~~CSy~a~cmeoaldaes~tmus j csasff~attse~ t1a;s~~~~aaoane~ifsroc~d~od~j-~~odP~ Witt ~fQ~Capdctmkssa~~niew~Gadsspo~+Lsy~o6ca~, ~P!,caom6o . sys~r. ~ si~ood byt3re.ownecaadhjra is "a~'°P~ooa~drm.amdlor(~ a8a~p(f~~~ ~~~ ~ -~ ~T~eaadQ~eahoheaad ~~0°~' ~'~~~Y~afOoom~oeaad~eDep:ztimreatoflsa~~=~~ diems ~ shss'booaamm,~tbeoaaq~idod,aadre~mmodio t5a S~Q~y~.p~oa oadsbc, 47 t?F APPLt(:ltNC o'+r.ca~i~r~.~Ox I ~~~ Quut sn sCetemeois oa ~ foaa ace trae to tt:e best of my (once looowbdg,~ ~ abo~ by victac of a 't ~~ ~I flood rooomdod is ~LCgitter of Doody p~ CGtG ~ -~_ s~uT~ ~c~,t~Ir DAlE I (Nne) am (are) the owner(s) of ~~~ ~G DATE "••~•`` ~ ~ tlmt is mis-t~CSCatodma y t~1t in the anid~ty ppmit bang rcvolcod by ~ ~;o,g pq„~nt. ••••• • awl ~~ g-~ +~, ,9-we. ~~yy ~ ~~~ T~H~,1~L_W, Town of •• tadadc M~ this Via; a mmpod wacunt)r flood sromt dre Rcgi:kx of Doody on`roc a Dopy of the occtiCted tutv+cY ~A ~ ~fa'cax is aiadc in the v~raaaaty dcod - -, J 22481' 58y 722319 rl • STATE BAR OF WISCONSIN FORM 2 - 1998 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS ST. CROIX CD., NI Document Number RECEIVED FOR RECORD This Deed, made betweon Merlin Land, LLC, a Minnesota Limited 05/21!2003 11: 45AM Liability Company MARRANTY DEED E%ErWT tt Grantor, and Scott A. Green Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Cron County, State of Wisconsin: Lot 65 ammond Oaks 1st Addition Subdivision,Town ofHammond, St. Croix ounty iscoruin REC FEE: 11.00 TRANS FEE: 89.70 COPY FEE: CC FEE: PAGES: 1 Name and Retum Address 018-1087.65-000 Pazcel Identification Number (PIN) This ~ not__ homestead property. (is) (is not) Exceptions to warranties: Subject to rotes, easements,restrictiorts,covenants and rights of way of record, if arty, including but not limited to those for drainage,water retention,ponding,and or utilities as may be shown on the plat of Hammord Oaks 1st Addition Subdivision recorded in Vol. 8 of Plats, page 25, St. Croix County, Wisconsin. The warranties of this deed, either expressed or implied are limited by the grantor to the grantee, or arryone in the chair[ of title, to the consideration expressed herein, that being the sum of 529,900.00. Dated this 19th day of May 2003 Merlin Land,LLC + by S}, President AUTHENTICATION Signature(s) authenticated this ,day of__-_ , TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by § 706.06, Wis. Stets.) THIS INSTRUMENT WAS DRAFTED BY Paul A. Baillon, Attorney at Law (Signatures may be authenticated or acknowledged. Both are not necessary) + Austiu.i. Bailloo ACKNOWLEDGMENT STATE OF WISCONSIN ) ss. Ramsey County. ) Personally came before me this 19th day of May , 2003 the above named Austin J. Baillon to me known to be the person(s) who executed the foregoing instrument a®nd acknowle , g5„j~g,~Nwvnv,nn^ / iZ ~ I - ,: ~ PAULA. BAILION y,y NorARr Puatl ~ Paul A. Belllon ~'~':a• MV COMMISSION EXPIRES 131.200E Notary Public, State of W My Commission is permanent (If not, state expiration date: January 31 _ 2005 ) 'Names of persons signing in any capacity should be typed or printed below their signatures WARRANTY DF.RD STATH eAR OP W ISCONSIN FORM No. 1 - 1991 INFORMATION PROFESSIONALS COMPANY FOND DU LAC, WI 800655-2021 ~e~artrraent of Ad~inistration U N P L A T TE D L A S~~ I~T~AIL A (E-~~va--~-~6-,-.aQ Q~ NORTH LINE SE1 /4-NW-1 /4 LI - x Ca~fy ~e0''ster ~ f 1 s~ Gt~o~"a~-- ~°~'v''~~. S 89'43'29" W 131 s 1 0. \'~ W O O N -~- ~.1.. .o Z r-- r ~ M -~ ..~ O W \ N w ~ ~ N O w ~ f- ~ ~ - ~ - Z J H 3 LOT 67 ~ 1.00 Acres I 43594 sq. ft ~ ~ O J `~ LOT 66 I 1.00 Acres I _ 43672 sq. ft 5.03' ~ 288.34' 0 0 -- 622.58 -- LOT 69 N _ ° LOT 70 N 1.06 Acres ~~~_ 4369 sqe ft ~ LOT 68 -•o~, 1.00 Acres 43729 sq. ft 148.37' W LOT 60 N N 1.11 Acres ^'- 48227 sq. ft / - 150.70' t 89.48' _ _ ~ - - ~ ~ 33 33 ~ i ~' I I 0~ I ®~.s 56_13' _ _160.00'_ _ S89'45'08"W 218.13' ~ - - S89'45'08"W 218.29' 54.29' - -162.00' - - ~- ~ ,~ u ~ ~ _ ; ~ - S V1 i F- J, 1 `1 ~ w LOT 64 ~ ~ I~ 's ~ N N v ~ ~ . . ~^ 1 03 A ~ ' . cre ft ~ ( 45017 sq. I I N v ., ~ ~ I 1 N $ g ; G I W W N N I i s ~ I ~; ~ O LOT 65 1.01 Acres = 4 18 sq. ft ~; N W O io ao 37' 165.20' 162.00' JO N T ' + `, ' 147.00' N89'45'08"E 327.20' ~ ~ p LOT 63 I ,' ~ ' ~' ' W' ~ i ~ 1.03 Acres 44923 sq. ft I cn I I I 00 LOT 61 f~l 1.09 Acres N 47414 sq. ft N N 147.01' ~; 45957 sq. ft N W 10 j 1~ / 0 ~ 33' ~~3' N89'45'08" 326.20' ' N N 5 1 1 19 Ac6res N~1'0~586•819 1 ©~ °~ 51896 sq. ft ('~ 4 ~~g'L 115.43' -~/5~ ' _~'":--- '"-_ 180.00' ~ ~ 8 00' ~ 8 LOT 7 ~ ~ ~ ~ 1.05 Acr~s I ~! ~! ~ 45918 sq. ft ~ i W , ~ ~ N 1'-1 V V rosN ~ ' ' N I V' ~' I Goulds ~~~ 6 °~ ~ Submersible Effluent Pump ~~ r ~~ 3885 APPLICATIONS Specifically designed for the following uses: • Homes • Farms • Trailer courts • Motels • Schools ' • Hospitals • Industry `" • Effluent systems SPECIFICATIONS Pump • Solids handling capabilities 3/" maximum. • Discharge size: 2"NPT. • Capacities: up to 128 GPM. • Total heads: up to 123 feet TDH. • Mechanical seal: silicon carbide-rotary seat/silicon carbide-stationary seat, 300 series stainless steel metal parts, BUNA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Motor Single phase: • %3 HP,115 V, 200 V, 230 V, 60 Hz,1750 RPM;''/z HP, 115 V, 60 Hz, 3500 RPM; '/z HP -1 % HP,~ 230 V, 60 Hz, 3500 RPM. • Built-in overload with automatic reset. • Class B insulation. Three phase: • '/z HP -1'/z HP 200/230/ 460 V, 60 Hz, 3500 RPM. • Class B insulation. © 1995 Goulds Pumps, inc. • Overload protection must be provided in starter unit. • Shaft: threaded, 400 series stainless steel. • Bearings: ball bearings upper and Power. • Power cord: 20 foot standard length (optional lengths available). Single phase: •'/3 and''/z HP -16/3 SJTO with 115 V or 230 V three prong plug. • 3/<-1'/2 HP -14/3 STO with bare leads. -Three phase: •''/z-1'/z HP -14/4 STO with bare leads. On CSA listed models - 20 foot length SJTW and STW are standard. FEATURES ^ Impeller: Cast iron, semi- open, non-clog with pump- outvanes for mechanical seal protection. Balanced for METERS FEE? r 90. 25 80 ~ I i VIfE15Ji _I 70 i VVE10H 20 _- __ -- ; - - o 60 W ; ` I U a 15 Z 0 50 40 ? i ~--=- -•, '-~~-- -- --- WE05 J a ~ . ---- - O ' 0 M 1 ~ _i___: WE03L 20 ' s ~ ~ 10. -i-- 1 ': Ot CAPACITY 30 m~/h T•Ip ,4`~ ~r ~~- ~ ~ YI-`~~/ Effective May, 1995 smooth operation. Silicon bronze impeller available as an option. ^ Casing: Cast iron volute t`,rpe for maximum efficie^~,. 2' NPT discharge adaptable for slide rail systems. ^ Mechanical Seal: SILICON CARBIDE VS. SILICON CARBIDE sealing faces. Stainless steel metal parts, BUNA-N elastomers. ^ Shaft: Corrosion-resistant stainless steel. Threaded design. Locknut on three phase models to guard against component damage on accidental reverse rotation. ^ Motor: Fully submerged in high-grade turbine oil for lubrication and efficient heat transfer. ^ Designed for Continuous Operation: Pump ratings are within the motor manufacturer's recommended working limits, ---~ 5 GPM s Fr can be operated continuously without damage. ^ Bearings: Upper and lower heavy duty ball bearing cor;~tructior,. ^ Power Cable: Severe duty rated, oil and water resistant. Epoxy seal on motor end provides secondary moisture barrier in case of outer jacket damage and to prevent oil wicking. ^ 0-ring: Assures positive sealing against contaminants and oil leakage. AGENCY LISTINGS SP Canadian Standards Association ~~ Underwriters Laboratories SERIES: 3885 SIZE:'/' SOLIDS RPM: VARIOUS 0 + r ~ I 0 10 20 3 40 50 60 70 80 90 100 110 120 130GPM