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; j <br /> . <br /> Page 1 /S Sewer Summary Report \ <br /> i Line Line ID Flow Line Line Line Invert e Line HGL L Minor HGL vs Junction \No. rate size shape length ELF Up slope down up loss Junct line Type ƒ(cfs) (in) (ft) (ft) (ft) (%) (ft) (ft) (ft) (ft) No. { <br /> 1 SDa(UPSTREAM OF VAULT) 1.02 2 or 8440 537.75 537.80 0.592 538.18 538.23 0.15 538.39 End Manhole <br /> \ <br /> ' , <br /> 2 SD 9(UPS t M OF VAULT) 0.51 8 Cir 53J2 537.80 28.18 0.708 e8.39 538.52 0.13 538.65 1 Grate <br /> 31 <br /> 3 SD10(UPSTREAM OF VAULT) 0.47 8 Cir 72.480 537.80 538.28 0.662 Sim 2se0 0.12 538.73 1 Grate \\ <br /> G< <br /> ƒ <br /> % <br /> \( <br /> � <br /> ƒ <br /> : <br /> ; : <br /> � <br /> � <br /> : [} <br /> ; <br /> � <br /> 111'1!:111:::;': <br /> (> <br /> \ <br /> � <br /> bi <br /> (§ <br /> Project File: Upstream of Vault.stm Number of lines:3 Run Date:09-18-2008 <br /> NO�: �tnmkd=gym Yrs. \\ <br /> \\ <br /> Hydraflow Storm Sew mExt_m_# <br />