Laserfiche WebLink
i�c4crnbcr t 6,?oCN� . <br /> Job Number: LG02-213 <br /> Yacc t) <br /> daily flow for the full Phase 11 is calculated to he h`r S gallons pt.r day avcrage daily flow, The <br /> inaxitnum 'rabic 6 tabalatcs the. diffc.cni u-scs for the church, <br /> Table 0. <br /> Estimated Average Daily Flow-of Effluent for the Facility. <br /> Category Visitors per period 11w per person Average Daily Flow(galions) <br /> Ss Icy. 250 pcvple JurKt iy III gal loni per pk'.re->i; Q 50 p4irpk •12$reWW)x 10 pd a <br /> SuLuLty AM and mosrtng, 125 Tatum per-fay (one day pex 1 dayhAwk&I weekO Maya=536 <br /> P%1 for afuinfifin xmicc- week) gpd it <br /> BRAC Snitsy 71)penpls 10 yallnn,to Ixr-'On 70 pecTIc x, i ft gptl A, 1 day,wrzk x I <br /> % a.ane--sday PM per day tone day prr weeL',days 100 gpd <br /> mecki_ <br /> YGLA Mevings 4 adults and 20 10 grllotu pa pcis:ln 24 pe�+le s fi}gPd x?-la}s marsh x <br /> r ? Ss:urdayx per :alt, . 24 Nople per day (N-o days per I month'30 days= 16 bpd <br /> t_ nib�ti[h [%i[tl. n)Ontl.)- <br /> r Weddings NK)peryp)c l than 11)kallnets pit:r person 700 Mipl,x 10 gid x i dsy}car x I <br /> 1 : per ycu,no pricc.per}Car. per day (one day per yca:365 days=5.5 gpd <br /> !.;Ily RowSib gpd - I DO gpd+ lb gpd .t 5.5 <br /> gpd=t 58 gpd <br /> 1ha.followino ra;,le is ;t summ.vy of t�v NIirAw I.nading Anaty%�x(we Fuses�rad 9)whi6 eonmders rebate <br /> sowces:from stgiie s}-stems smd rainfall. <br /> Denitrifization is tut important process in septic ,ytitem4 that nOrmally uccurs in the teach <br /> lint whereby c.Lnain bacteria utiliti:the oxygc-it in the nitrate(NG,) and reiea c nitre gem gas (N,) <br /> _ to the Ltmosphere. Denitrification is cxpressed as a percentage,and the normally UC -ptod range <br /> is 10 percent to 35.perrcnt. 4oils with higher clay cf)ntcnt, nloi.0 soil conditions, high pH,and <br /> organic material dexiArify alwut 35 perce Nt and soils witih very high Sand canlcnt and fast <br /> freroolation raies are estimated to den:tnf},at a lower rate:, about 10 percent to 15 percent. Due to <br /> the sandy soils, the denitrification factor is estamatcd to be as • erc:-nt <br /> t_ A.1) Mimatc of the quantity and quality of rainfall was rcquired for site analysis, The. <br /> average dccp.pc-rc4-la#ion of rain for the south S11}Lkton arca is estimated to be 5.01 inclics(Plate <br /> }t). <br /> � <br /> Thr nitrate uinctmivatiun L,Crain fail was estimated to be 0.17 mg•L-'N; <br /> l - - <br /> ri <br />