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2792 Eagandale Blvd EAGAN TOWNSHIP 3795 Pilot Knob Road St. Paul, Minnesota 55111 Telephone 454 -5242 PERMIT FOR SEWER SERVICE CONNECTION NUMBER 548 DATE: January 7 197 DWNER: (3rirE ✓P A w..riC Fr11t Address �? FA!'Nn1�211L• Ei1Vd. PLUMBERHarria faros. - Widmer TYPE OF PIPE cast iron DESCRIPTION OF BUILDING ® Multiple Dwelling No. of units Industrial 1113111111— Chasge�— Location of Connections: Connection Permit Fee '1.`S ■pd 1/7 Street Repairs Total Inspected Date Remarks: By Chief Inspector In consideration of the issue and delivery to me of the above permit, I hereby agree to do the proposed work in accordance e its the rules and ce regulations of Eagan Township, Dakota County, l -// / y Please notify when ready for inspection and connection and before any portion of the work is covered. EAGAN TOWNSHIP 0.0.0000.0 3795 Pilot Knob Road St. Paul, Minnesota 55111 Telephone 454-5242 PERMIT FOR SEWER SERVICE CONNECTION DATE:. Au, uut 4, 1969 NUMBER OWNER: American bruit & Produce Address ..tt,,,ndalu dlv. PLUMBER tx,q. P111 - 11n.. TYPE OF PIPE VC)-. DESCRIPTION OF BUILDING Industrial Commercial Residential Multiple Dwelling No. of units Location of Connections: Connection Charge Permit Fee 7.5o 1d, Street Repairs Total Inspected by: Date Remarks: By Chief Inspector In consideration of the issue and delivery to me of the above permit, I hereby agree to do the proposed work in accordance with the rules and regulations of Eagan Township, Dakota County Minnesota � <' % / > (- / a ,j`�. :hxel 1���,u:;in ilu:nbin 1606 Ccro, St. Pru] , P r,ne :,ota Please notify when ready for inspection and connection and before any portion of the work is covered. EAGAN TOWNSHIP 3795 Pilot Knob Road St. Paul, Minnesota 55111 Telephone 454 -5242 PERMIT FOR WATER SERVICE CONNECTION Date: August 4, 1969 Number: Billing Name: Aaaerican fruit 6: Produce Site Address: Li,;anda1e blvd. Owner: American Fruit :t Produce Billing Address : = clue Plumber:Axo1 Nowwan !'luhbing • Location of Connection Meter Size Connection Chg. Meter No. Permit Fee 7.50 Pd. Meter Reading Meter Dep. Meter Sealed: Yea Add'l Chg. NO Total Chg. Inspected by Data Building is a: Remarks: Residence Multiple No. Units Commercial Industrial x By: Other Chief Inspector In consideration of the issue and delivery to me of the above permit, I hereby agree to do the proposed work in accordance vith the rules and regulations of Eagan Township, Dakota County, Minnesota. Axel NewLiu Plc, bing 160d Como, tt.Yau1, t -inn. Please notify the above office when ready for inspection and connection. ' ESSAGE '' GRAYARC CO., INC., 882 THIRD AVE.. BROOKLYN. N.Y. 11232 F .. / . ROM / ._ � VIKING AUTOMATIC SPRINKLER COMPANY / / ... 325 ROOSEVELT STREET N. E. -i_. -i_. - // MINNEAPOLIS, MINNESOTA 55413 Telephone: 331 -9427 I : JECT: DATE: L / - - / / / .• • LEASE REPLY TO.—....). SIGNED e SIGNED .Ce ' ,,,,0 f „ rE•e , 11a THIS COPY FOR PERSON ADDRESSED se DROSTATIC durblg tthis teat �e9� of 150 in In systems sou !b, for two hours or 50 lb. above ■ static where 9t Prevent Damage, nh differential dry -pipe valves the clappers KALE U�R mama Ad Js are covered_ Water lea PDe should be left open measured er+oand bP WmJiinB sIXU an .pateated a vied test tots preointssur from a calibrated container Into TEST Care must be taken to expel aL age through being t Joints per hour b 2 1 /2 quarts l apped air and have q u6 the Joints should e be l oin pipe, hour 1 4 • 8 -Inch pine, 8 the completely lull of water. section pipe entrapped le ge d, / arts for 18 - ht pipe. and 0 1/Z quarts toe 20 -bicA A IPi�' 4 quarts for 10 -Inch pipe, 5 quarts HT x - inch UNDERGROUND PIPING HYDROSTATICALLY TESTED AT E=1/11111111,2111111 /..5 LA. row sm. ®® 10 W. 11 0 ® I _ ID W. dp QUARTS • NKLERS O �� BAIR • L � Ai TEYPEA mete ar IdSAS Eaip , Wall 1;44111 NEM UNIT' NEnS AWL LE 1 NIGH TEYPEAATIEATr AAEA8 DT” ❑00 ❑ TLE a KD NSPECTION OF SPRINKLER AND WATER SPRAY IPMENT AND UNDERGROUND PIPING SYSTEMS FACTORY •MUTUAL ENGINEERING DIVISION nfa t mom � a it 0 �tl.. a a. wort, 10' a repnMaatln a W weer a 1M prope .NOejVNd by • representative a UN contractor. east to W papal reap MW W Eagle. hap phials Dlp0W Wen. AD delede owlet domed be souse t y W lte oar• er a rap ti W ��• ad . 10 entr.etor en p W peed. R to eder.toe40 yet me Num a ow Feet by He npea.0RN or IN e..en fa aoear prcio ti o. Ns .INN Nish DRY ear We WW eptr8ctor W .Mer8, per .eelowe eby, a failure to espy NS lac redo reeaeto te W Yerrce Caep .. or Lent Ordiem... L I PROPERTY UP y v 1 � Y.l L. ' • ",e J LIST • STATE OR PROYINCL • • PLANS w: -i` `` (OROANI = -r [Rim Dm DATE PIPS UNDER To !MATERIAL AND CLASS Or PIPS USED GROUND /M1E 0 a CONNICTIOW Ito ❑ *hall MAp ®PUSW C MAIN PIPE AND TYPE or 100(7 MI ALL /177)00.. CONFORMS TO ABA [5/1 YES ❑NO FITTINGS � ' y PROPERL7 ® YES ONO ! HAYS PROPER CI.6ARA 710 BEEN �5 • OR BACKED !PROVIDED AT WALLS AND Fo 11(1 * TES NO n'ALLLD AND AT FLOORS m 6ARTnpUAKe ARIAS NUMBER UR ITTPE AND U MW TALL 1 SET HYDRANTS 1ROVIMON DAM FOR OHAmAOe ®Tea , ALL OPSMTL SATISFACTORILY © ❑ N° ® ITS xo Branches from existing or new underground mains to Inside sprinklers shall be flushed out thoroughly before connecting the sprinkler riser. Where an outside underground piping system constitutes a part of an Installation such system shall be thoroughly flushed out under pressure at recommended flows through hydrants or blow -offs R Is the responsibility of the contractor installing the sprinklers to make certain that underground piping has bee thoroughly flushed before connections are made to sprinkler risers. A flow of at least 500 gpm. shall be established In 8 -Inch lines and smaller+ 1 flow of at least 1000 gpm. In an 8 -Inch line; at least 1500 gpm. In a 10 -Inch Tine; and at least 2000 gam. Ina 17 -Inch UDR. HAVE MAINE FOR SUPPLY 70 NEW CONNECTN/NS BEEN THOROUGHLY PLU8118D IN ACCORDANCE WITH THY SPRUNG.BR RULES ® YES 0 NO UNDER HOW WAS FLOW OBTAINED POSY. FLUSHING MAINS \ TxeO1N)H WHAT TYPE OPENING T � GROUND oR R 1 L g TANS OMB PUMP I❑HITT. BUTT ® 0188 PIPS IME4C) IN.) OTHER HAVE LEAD -1148 THBM88LYE8 BEEN THOROUGHLY PIPE FLUSHED m ACCORDANCE WITH THE SPRINK1 80118 ®Y es O No 8011 WAS /LOW OBTAINED FOR FLUSHING LEAD•DIS FLUSHING ®ue -- 7*81I, ITmnouo WHAT u T -coNN. TO 001 • sprat 0711111 0Pm. PUMP TYPE OP... ® .. AND Hydrostatic test should be made at not less than 200 lb. for two hours s or 50 lb. above sta pressure where stet pressure is In excess of 10 Ib. In systems with differential dry-pipe valves the clappers should be left open HYDROSTATIC during thla teat to prevent damage. LBA ILAGE � maths hoiLld.be.luted before. joint. are covered.. Water leakage through the Joints should be measured by pumping at the specified test pressure from a calibrated container Into the section of pipe being te. TEST Care mast be taken to expel all entrapped air and have the main completely full of water. Permissable leakage per 10 Joints per hour Is 4 1/4 quarts for 8 -inch pipe 4 1/4 quarts for 8 -Inch pipe, 4 quarts for 10 -inch pipe, 5 for 14 -Inch pipe, 81 /4 quarts for I8 -loch pipe, and 9'1/2 quart. for 40 -Inch pipe. ALL NEW UNDERGROUND PIHrO HYDROSTATICALLY TESTED AT / .5-47+4 LB. FOR •n M PIPE M it SIN. I S HL 80 p• I IS M. I IS a m . I as . 1141311111 OF 3 7 • TOTAL AMOUM' OF WASAO. MIASOR/D IN r+C EN' 0 GALS. '/� ( J QUARTS • BUILDING 1001'160 NO. OF SYSTEMS NO. OF SPBD.RLERS MAKE a MODEL SPRINKLERS w1T 01T (TOTAL) •, . .. .. .. . per,. • OH 71MPIRATOa6 USRDRL6as 0110 ' i� as D � NEAR UNIT HEATERS AND 01 El + Pere No. SS Mb•LY Rev. My ION HIGH 76YP110TUR.0n10/ ❑ ONO TLS Magee la U. . .