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1990-05-16 Septic System Design Report
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4785 Creekwood Trail - 30-118-23-33-0009
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1990-05-16 Septic System Design Report
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Last modified
5/8/2025 4:04:42 PM
Creation date
5/8/2025 3:59:08 PM
Metadata
Fields
Template:
x Address Old
House Number
4785
Street Name
Creekwood
Street Type
Trail
Street Direction
4785 Creekwood Trail
PIN
3011823330009
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PllMFSELl <br />K VMmimvamfavtdtri <br />1. MMmiimMBi9tidls600giIlaMp«rheara0gpin>teMy«lMidef <br />wiivuMfili*2. MKdmimfiinMiidfardittveyloadnpboxoffthontfyfttmisZTtX) <br />pdlow p« hour (45 gpnO to bufldmp of pit«art ta drop boK. <br />3. Ustvtiat tan dolg^ of praam dbcributfonaystOL <br />SnXCIZD PUMP CA9ACm jT J worn <br />EltrataidUhraBCibftworai pump and point of dladiorpn <br />ta _____ <br />2. If pumping to • prawra dlatribobon ayaann, idd fitu fit far pimwira <br />fiquindttinniitfold » <br />iu Efitvtatfonloraliblt with and pipodlaoMr. <br />Rood tadon lora in ta par 100 ta tan page F-18. <br />y.L« U.Q ft./100ftofpipo <br />b. DaminatotdpipolwgifatanpBiwptodfacharge <br />potoiL Add2Spmnltopiptl«^iioratiing <br />loaOpOruMa fitting lora chart. Equhrataitpipc <br />tangdi • 1.25 ttmaa pipa length ■ <br />e. CalailolotoliUtationlooabjfinttItfpiying <br />friction loaa in ft/100 a by equhrolant pipe length. <br />Total friction loraa M .0 t ♦100«—2L <br />Total hood reqnirad lathe sum of aktabon difference, <br />special tad raquiramBita, and total friction lose. <br />Mtb <br />L3ta LOta 3U)todi <br />iMfvioteWfw <br />10 0.69 OJO- <br />12 0.96 OJS <br />•14 IJt OJt <br />16 1.63 0.46 <br />It 2.03 0.60 <br />20 2.47 0.73 0.11 <br />23 3.73 1.11 0.16 <br />30 3.23 <br />1J3 0.23 <br />33 7.90 L06 OJO <br />40 iiun 164 0J9 <br />43 14.73 12S 0.46 <br />30 3.99 0J6 <br />33 4.76 0.70 <br />60 . <br />3.60 0J2 <br />1 <br />TOTAL HEAD <br />C. Paoip aeiectioB <br />1. Apumpmo«b«*itoe«dto<taHT«r»ttaMt.£l_gpiii (Step Ai wi* H l*Mt <br />aqr heto<tatilhMd<StepB). <br />D. Total PuBipent Volume1. To maxlmiia pump Ufa select sump size ^4 to 5 pump operations per day. <br />0^0 aaltonsperdoae <br />2. Calculate dninback <br />1. Detenita total pipe lengths iiiLta. <br />1 DaiaimintUquidrahimaofpipee_ijLgitaaper 100feat (srapagaF-18) <br />3. Multiply length by rahima: Diainbackquantlty- <br />LgQ ta« tV_tallona/100ft.«,i:^galtona. <br />•SuBitadfatobmkammlljr It 10 pwemt of pumped quantity. AIugwdieifilMck <br />protege will dtci^ pump itthnnkHdenqr ifightly butpumplngtn«gy amiara <br />usueltyaieiBttvelyimeapeRQfthetoiel houadieldMgyoDta. <br />3. Total pump out volume equals doaa volume ♦ dxainback <br />I gallfttwpgrdM^ aO _aaHons« Tc- J <br />OmMTB sewHt njma m «m oar <br />mmffm or «aioiNci' <br />t n m a <br />a 300 100 •om <br />a 400 too ato 1 <br />««oo are so M• <br />• <br />TW 400 t»4 <br />xsa ivg^c <br />T lOOO ~400 tro ee <br />EB•ItDO m 400 <br />F-I8f <br />CiOamowlOOraM <br />1 4.49 <br />7.77 <br />.10.58 <br />2 17.43 <br />2J 24.87 <br />3 38.4 <br />4 66.1- 1
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