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Texas Commission on EnWonmental Quality <br />TSS ROMOW Calculations 04-2O -2001 Project Memo: Chestnut Sheet Lolls <br />Due Prepared: 21412011 <br />Additional Information Is provided for calla with s red triangle In the upper right comer. Plus the cursor over the ced. <br />Twd shown in blue kidcMe location of BnWdions in fie Technical Guk*m MwwW - RG348 . <br />Characters shown In red ore dots entry fields. <br />Characters shown In block (Said) an calculated fields. Changes to these fields will remove the equations used in the spreadsheet <br />1. The ReauLW Lad Reduedon for ford areNd: C4lwlk6fWu from Ro-3ee Papa 3-2710 3-00 <br />Papa 3.28 Equation 3.R t.- 272(A.x P) <br />f ... rvMnr. L. max rwoar Reputed T8B reewvd mo36q ham IM pnp0sed devebprrxat - 80% al k=MW d load <br />A. - Not Women In htperAom area fw go plod <br />I P - Average aauW predplle0an, Inctlp <br />We Deus Deterrrsrre Repaired Load Removal Based on me EAft PrOW <br />Casty - Mys <br />TOW project am bdtrdW In plan • - t.ee acre <br />Predmimpnnd Impervloomf am te" ate row of IM plan • e 9.09 acres <br />TaW poecbavabpmal lrperobad am mBlrtr fed row of If= p1auP 18 even <br />Total pae4 1owbimm" trper%ftm cover 6acdwt • 013 <br />P 33 traxp <br />aa% Removal Lad <br />L.xorrnoxev- lflee an 1131 <br />• <br />The vskm wrtwW in Ome raffle shmW be for the total project area. <br />Nun 1, of dr@Mpe baslma f oWfeb ems bavttp UM pion am - 1 <br />• Orelnea Bain Parwnebre MIN ldemreeen Should G oroVkW fm each bulx <br />D,Skwpe BolydOudall Are. Mm. = 1 <br />0.03 <br />ToW draetage baelVOUleI em+ 1.80 cop <br />1 Cokubee Canton Voume mWred rev Ilr SUP Tva lot this dnlaa basin <br />PradevabprnM sOpwvbw am wRW drainage bultlladfol am. 0.00 cap <br />em . WM61fora from nO-us Pages 3-3410 3.36 <br />Pmtdevehp of lrpwvbp am wlft I I n besWouMd area = 1.16 Sap <br />Port-0evebpM01 Mpw*u Imam w&W dndmw bplJadtN em * 013 <br />2.20 <br />L.maw- 10" b., <br />Post Oevebpmed Ru f! Coe0lderd - <br />• Indkm OW immosed BMP Cade fbrthla Geis. <br />Propped BMP • Of <br />Re fww ealobacy - all pwcaal <br />"To <br />wale feet <br />Aquabgb Cerhltpe Flew <br />9antrrtlon <br />tom RG-340 Pepe 3.16 to 137 <br />CoMoch 8larnfllw <br />CompuotS0 0wlbnd <br />Extended DotpOOn <br />0.00 <br />Grow swab <br />RON a l lnlp lion <br />0Xsie VpwV.VA sow dntdrrp to SMP - <br />Gerd Frw <br />mom <br />Btearrxrepror <br />VepelwW Few &r%n <br />0 <br />varied* <br />0M No Runoff CoelrrM la - <br />WM Bosh <br />wM Veul <br />4. Calculate Maximum 768 Lead Remmvad IL.1 f0r this Drairraa Been by the eaNaW BMP Tva <br />wait feet <br />RGS1a Pate "S Equation S.T: l„ • (BMP eeklm" x P x IN x 34.6. A x WS4) <br />1336 <br />«.. wMOK Ac - Total OnSM drahrago wee In the BMP avkhrrtat area <br />A • llrpervlow mm prop0sW In IM BAP Coker and area <br />A. • Pervious mm rank" in tM SUP uldwmd cop <br />cubic feel <br />La = TSS toed ramowd Own thls ralchmid area by the proposed BMP <br />A 1.00 sm <br />A t.18 mums <br />A.- 0.71 scree <br />L.- 1221 AND <br />L C lcutea Friction of Annud Runoff to Treat go drainage Gain ( oudell em <br />D- W L.1.1 cow - 1136 An. <br />F - <br />0.03 <br />1 Cokubee Canton Voume mWred rev Ilr SUP Tva lot this dnlaa basin <br />/ ouge/ <br />em . WM61fora from nO-us Pages 3-3410 3.36 <br />RalnfN Depth • <br />2.20 <br />lobes <br />Post Oevebpmed Ru f! Coe0lderd - <br />OA4 <br />On•ste View Quality Volume • <br />"To <br />wale feet <br />Cole" s <br />tom RG-340 Pepe 3.16 to 137 <br />OWS40 ens drab" to BMP = <br />0.00 <br />ens <br />0Xsie VpwV.VA sow dntdrrp to SMP - <br />0.60 <br />mom <br />b pwvkm hadlon W oeale am x <br />0 <br />0M No Runoff CoelrrM la - <br />0.00 <br />Of4ele yeller QUSry VObm - <br />0 <br />wait feet <br />Storage for Salmwa - <br />1336 <br />Toni Capture Velum (required ureter grWlty vohanre(s) x 1.20) - <br />0016 <br />cubic feel <br />