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Home My WebLink About0127028-Plumbing (sewer) \' e '>"a! OSHKOSH ON THE WATER Job Address 505 AVIATION RD PLUMBING PERMIT - APPLICATION AND RECORD CITY OF OSHKOSH No 127028 Owner JOHN T MONNETT Create Date 10/01/2007 Plan Contractor O'NEILL ENTERPRISES INC Category 430 - Industrial-Exterior (laterals) Shower Water Softner Wait. St. Shamp Sink Floor Drain Local Waste Ice Chest Flr/Wst Sink Lndry Tray Clothes Wshr Exam Sink Catch Basin Disposal Bidet Sculry Sink Wash Ftn Dishwasher Beer Tap Hand Sink Urinal Sump Pump Lab Sink Plaster Sink Standp Rec Classrm Sink Sterilizer S.urgeons Sink Ice Maker Breakrm Sink Dip Well F Prep Sink Gar Drain Ejector/Grind Drink Ftn Serv Sink Soda Disp Coffee Maker Int Grease Trap Ext Grease Trap RPZ Valve Eye Wash Statn Wtr Sewer Mtrs Deduct Meters Wtr Usage Mtrs Bathtub Whirlpool Lavatory Toilet Res. Sink Bar Sink Water Heater Site Drain Roof Drain Misc. Fixtures Use/Nature Extend 4" private interceptor main sewer and connect new 1-1/4" pressurized sewer. Install new 1-1/4" water lateral from existing private of Work water main. Owner is responsible for maintenance on private services and private mains. I Valuation Issued By Size Material Plastic Plastic Type Main Lateral # Conn. Type New New Parcel Id # 1413530067 Date 10/01/2007 Sanitary Sewer 4" 1-1/4" Storm Sewer Water Service 1-1/4" Plastic New In the performance of this work, I agree to perform all work pursuant to rules governing the described construction. While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work described in this permit application within an easement, the City strongly urges the permit applicant to contact the easement holder(s) and to secure any necessary approvals before starting such activity. Signature Lateral $5,000.00 $0.00 $150.00 0 Permit Voided I Permit Fees Plan Approval Address 522 W 6TH AVE Agent/Owner OSHKOSH WI 54902 - 5916 Telephone Number 920-230-2007 Date To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may continue if the inspection is not performed within two business days from the time the project is ready. 09/30/2U07 08:18 FAX 19202302008 ONEILL ENTERPRISES I4J 004/005 " City of OShkosh In$pection Services Division POBox 1130 Oshkosh. WI 54903.1130 Phone; (920).236-5050 . Pax: (920) 236.5084 PlumbingP,rmlt.A,p,pJicatlon I hereby applytbr a permit to do and in$tall the following plumbing on the premises "(,:oreinafter de$Oribed. tlle :waIt U) coJJfonn:t9 the : Wisconsin State Plumbing Code. in the perfonniml;;O ofwbichall parties hereto agrc~ to _due bound. by 8aid"S~tOs. ' . Application(s) and fee(s) can be brought to City.Hall,Room 205 or mailed to Inspection SerVice.~POBox II28:' , Oshkosh WI 54903.11 Z8. Commencing work withqut permit(s) will result in fees being doubled or $ lOO.OO ,'pltui, the .' . nonna! permit fee. which,ever is greater. . " ~ ' . ~ ~:: ;~~.~ t},c;:~::::;;;~r:~~~~~n~o~nr ~:9~=~~fJlee Account Svstem.and have adequate:lunds;,"~h~ckdil1re JobA4dress .sos A\J~o.+..o""Qoool VaJue(In~ludmgJaborendmaterla1s) $$JOOo'..o.;) ~ate/o/30/0'7 Owner So~e.,>, Contractor 0' lJe; l( EA.-k- pr'i"sei 1::V\.L. OSingJe Family DDuplex DMultJ.Family ORental l8ICom~ercial [JIndu.stdaJ Number of'Fixtures: BlIlhtub Wbfr\pool Lav!UoI)' Toilor ~.Sink Bar Sink W~ Heater. o Gas 0 B*t 0 PwrVnt ShoM!' Dispos4! DlsbWa$er Sump Pump BJeclorlOrlnd Wator Softnor LoOlil WlIlIto Clotbe.s Wshr Blclet Beer Tllp CllISSrm Sink Surgeons Sink Brcaknn Sink Dip Well H* Bibs Drink PIn Walt, St leo Chest BxBm Sink . Scully Sink Hand Sink F ~p Sink Serv Sink Int Gl'ClISe Trap Exl Grease Trap R.p.z. Valvo Shamp Sink FlrlWst Sink ------ CatchBuIn Wash.Ftn Urinal GAr DnUn Soda Dfsp Colfco MaIcor C9mm.lc:o Makor Slto D:a/n Root Dnlfn StandpRcc Byo Wuh Stn ' Wtr SfiIW Mtra Deduot MGterI Wtr Uap Mtr8 .-:--- ---- Floor Dillin LndIy Tray Lab Sink Plaster Sink scmlizer Mise. FbclUTeS Electric Contractor, .- -'-"" ---- Q1! DElectric InstaU~tion Verification. fOI;$ _fta'tbed (IfReplllCement) Use I Nature of Work . Size Material Type # Conn. Type Sanitary Sewer' ~h c;~h.. <.to 'P V C lOOt I f;41< St.!.... eo PJc. 100' - ... .. Wator SerVloe \~U ?oLy -e.-fkyl~^~ U10~"" ...~/. ' 09/30/2Q07 08:17 FAX 19202302008 O~~ILL ENTERPRISES CP- s: (/\ iB~ .... ~ ~~ G.......- b s:'-h:>.p '" ~ .;r... , y ....:c - " .. t"- CM.-b Sfof' Cm-b ~-I-op .:c:\ ""'\:) (\ "f' ~ ~ n CO ) f.. - ~ ;> \..0 / / F,r~ 141003/005 E ~ f') "" (/) ~ ~ "\5 - o U1 ~ 7'"0 o Ul T-]> t ~- H-~p tl 't: V\ ~e ~ ~ ~ ~ V1 t f H dra.nt- 1) Shu..}-o-Cr Va.l Vc 09/30/2~07 08:17 FAX 19202302008 ONEILL ENTERPRISES 14l 002/005 WATER DISTRIBUTION DATASHEET Date: September 30, 2007 Name: O'Neill Enterprises Inc. Project: Sonex Street: 522 W. 6th Avenue Street: 505 Aviation Road City: Oshkosh City: Oshkosh 1. 14.6 Gallon per minute buiding demand, predominatly Flush Tank.. 2. 48.0 Low pressure at the Main in the Street. 3. 3.5 psi loss from a 8.0 ft difference in elevation from Main in the Street to the Water Meter. 4a 9.2 psi loss from a 200.0 ft I 1/4" PE Tubing CTS ASTM 2737 A WW A C901 water service from the Main in the Street to the Water Meter. - Pressure loss detemined using a C value of 150, inside diameter of 1.060 and a velocity of 5.3 ft per sec. 4b. ~ No 2nd part water lateral. 5. 3.2 psi loss from a 3/4in Meter 6. 32.1 psi of pressure available at the Water Meter. This value is entered in (B) below. The (A) value listed below is determined by using the following formula, then rounding the result up. A =' B-(C+D+E) x 100 F A. ~ Pressure available for uniform loss (psi/I 00 feet of pipe). B. ~ psi of pressure available at the Water Meter. c. ~ Pressure needed at the controlling fixture. D. ~ psi loss resulting from a 6.0 ft difference in elevation from the Water Meter to the controlling fixture. E. ~ psi pressure loss due to a no pressure loss devices serving the controlling fixture. F. 42.0 Ft Developed length from the 28.0 ft actual length of piping from the Water Meter to the controlling fixture. Maximun Allowable load for Crosslinked Polyethylene (Pex) Tubing ASTM F876 Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 21/2 3 4 Actual I. D. .475 .574 .671 .862 1.054 1.244 1.629 0 0 0 Value ofC 150 150 150 150 150 150 150 150 150 150 Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 4 6 8.5 14.5 21.5 30 51 0 0 0 Maximum FM WSFU 0 0 0 4.5 7 14 53 0 0 0 Maximum FT WSFU 4 7.5 11 20.5 34 55 135 0 0 0 09/30/2Q07 08:18 FAX 19202302008 ONEILL ENTERPRISES 14I 005/005 WATER DISTRIBUTION DATASHEET Date: September 30, 2007 Name: O'Neill Enterprises Inc. Project: Sonex Street: 522 W. 6th Avenue Street: 505 Aviation Road City: Oshkosh City: Oshkosh 1. 14.6 Gallon per minute buiding demand, predominatly Flush Tank. 2. 48.0 Low pressure at the Main in the Street. 3. 3.5 psi loss from a 8.0 ft difference in elevation from Main in the Street to the Water Meter. 4a~ psi loss from a 200;0 ft 1114" PE Tubing crs ASTM 2737 AWWA C901 water service from the Main in the Street to the Water Meter. Pressure loss detemined using a C value of 150, inside diameter of 1.060 and a velocity of 5.3 ft per sec. 4b.--:!! No 2nd part water lateral. 5. 3.2 psi loss from a 3/4in Meter 6. 32.1 psi of pressure available at the Water Meter. This value is entered in (B) below. The (A) value listed below is determined by using the following formula, then rounding the result up. A= B...(C+D+E) x 100 F A. ~ Pressure available for uniform loss (psi/lOO feet of pipe). B. --1b.! psi of pressure available at the Water Meter. C. ~ Pressure needed at the controlling fixture. D. ~ psi loss resulting from a 6.0 ft difference in elevation from the Water Meter to the controlling fixture. E. ----.&. psi pressure loss due to a no pressure loss devices serving the controlling fixture. F. 42.0 Ft Developed length from the 28.0 ft actual length orpiping from the Water Meter to the controlling fixture. Maximun Allowable load for Copper Tube Type M, ASTM B88 Nominal Size 1/2 . 5/8 3/4 1 11/4 1 1/2 2 2112 3 4 Actual!. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935 Value ofC 150 150 150 150 150 150 150 150 150 150 Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 6 0 12.5 21.5 32 45 79 121 174 303 Maximum FM WSFU 0 0 4.5 7 17 39 144 374 731 1835 Maximum FT WSFU 7.5 0 18 34 62 112 270 484 776 1835