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• <br /> Profile Report <br /> Engineering Profile-Main Pipe Run(PEMC CUP Parking Lot.stc) <br /> 165.00 <br /> 160.00 <br /> 155.00 <br /> 150.00 <br /> 145.00 T-2 T-3 <br /> WEST POND,MODELED AS'WIDE MANHOLE- , rTorx112.00ft .Top:111.00ft <br /> MH-4 k t'Inven:108.75 ft I Invert:108.60 ft <br /> Rim:116.00 ft <br /> Invert:108.87ft ) ) T-10 t EAST POND,MODELED AS'WIDE MANHOLE' <br /> 140.00 tt. + TOP:116.S0ft MH-5 <br /> t j I Invert 108.67 ft i1 t Rim:116.00ft T-4 <br /> t 1 ,3j 1 Jj�Invert 108.79 ft -Top:111.00 ft <br /> F t . I... l ;Invert:108.50ft <br /> 135.00 ,r [' }. ` pp7777 r MH-1 <br /> O aea i O -Rim:116.10ft <br /> m a n g l I n f ri o Invert:108,0011 <br /> n <br /> I kn MH-2 <br /> 9D l F. <br /> '1 o•f 1 y� -Rim:118.20 ft <br /> 130.00 sj m n 1� 1 @ w 1 'm O Invert:107.50 ft <br /> ,lt < :1 -. <br /> i MH'D <br /> � ;Rim:118.20ft <br /> El o� ( �z ( I $ <br /> o� Invert:107.00 ft <br /> 125.00 ` v N 1. OF-1 119.50ft HGL AT SPIKE OCCURS AT <br /> 2- ro u2, i` -. Invert:106.90ft <br /> g.m a RESTRICTION MANHOLE. <br /> CB-6 Ts a w �q I 81 1 BACKWATER EFFECT AND <br /> 120.00 CB-5 :Rim:116.90 ft C8-8 Top:118.00ft_ ai® '1 B f m ( s i r <br /> -Rim:116.10ft -Rim:116.45ft Invert 109.20ft`� 30 RELEASE FROM UPSTREAM <br /> I°werr.111son g INLETS WILL PREVENT THIS <br /> i Invert 112.50 fl !Inven:110.70 h R - 1 <br /> - g F "'r SPIKE FROM ACTUALLY <br /> T-1 OCCURRING <br /> 1 s.00 Top:112.66 n <br /> - - \1 <br /> - Invent 109.0ft ( Corm to EzisC 14.0 R @ 3.571% <br /> Sonlheastp / Clmular Pipa•4.0 in PVC <br /> rft -1:¢h@VC % South Cross Pl "-^ <br /> 110.00 PVC Pe:-18.0 in PVO.611% <br /> Circular Pipe-18.0 in PVC West Pipe:263.Oft@0.570% Pipe 4.5:30,OR(d 0.667% Ports 6apdralWn Pipel-0Q¢R�0.200% <br /> Circular Pipe-18.0 in PVC Circular Pipe-18.0in CheularPipe n Pip 0:nPVC .,� <br /> Pond Separation Pipe <br /> 2.039 0in PVC <br /> 0.179% 4 ` .``-Exist CSO:34.0 R <br /> 105.00 Circular Pipe 24.0'n PVC i. @ % <br /> I Circular Pipe•18.8 in,n PVC <br /> -0«50 0+00 0+50 1+00 H50 2+00 2+50 3+00 3*50 4«00 4+50 5+W 5+50 6+00 6«50 7+00 7+50 8+00 8+50 00:I 9+50 10+00 <br /> I"Gas Trap Pipe:34.0 ft @ 1.471% <br /> Restricror Pipe:38.0 ft @ 1.316.% Circular Pipe-18.01n PVC <br /> Station(R <br /> Circular Pipe-18.0 In PVC <br /> Bentley StormCAD V81(SELECTseries 2) <br /> PEMC CUP Parking LoLstc Bentley Systems,Inc.Haestad Methods Solution Center [08.11.02.75) <br /> 2/8/2013 27 Slemon Company Drive Suite 200 W Watertown,CT 08795 USA+1-203-755-1666 Page 1 of 1 <br />